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Home My WebLink AboutREDLINED PLANS - 23-00170 - Rexburg 10th Ward LDS MeetinghouseAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Don Allen Don.Allen@rexburg.org 208-372-2174 Alex Owens Alex.Owens@rexburg.org 208-372-2172 Description : Rexburg 10 Ward LDS Meetinghouse Address : 411 University Boulevard Application Type : Document Filename : Rexburg 10 Ward Meetinghouse 2023.04.11 plan review drawings.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G001 Free Text Cody Jones : Building Open 1 Special Inspector needs to be identified as per Section 1704.2.1. G001 Free Text Cody Jones : Building Open 1 Engineered truss plans to be approved by building Design Professional. G101 Free Text Cody Jones : Building Open 3 City of Rexburg C111 Free Text Cody Jones : Building Open 10 Landings at doors and cross slope of sidewalks not to exceed 2%. A505 Free Text Cody Jones : Building Open 72 Suspended ceiling to be installed to manufacturers specifications. A610 Free Text Cody Jones : Building Open 74 Panic hardware to be installed as per Section 1010.1.10. F103 Free Text Cody Jones : Building Open 85 Exit lighting and Exit signs to comply with section 1008 and 1013. S101 Free Text Cody Jones : Building Open 86 Damp proofing and waterproofing to comply with Section 1805. Grade to slope 6' in first 10'. # 23-00170 New Commercial Building Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 04.18.2023 Approval of plans does not constitute approval of variance from code Page 1 of 2 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments S601 Free Text Cody Jones : Building Open 110 2018 S601 Free Text Cody Jones : Building Open 110 2018 E100 Free Text Alex Owens : Electrical Open 138 All electrical work to comply with 2017 NEC E110 Free Text Alex Owens : Electrical Open 141 Ensure all exit signs and emergency lighting complies with 1008 and 1013 of the 2018 IBC. E603 Callout Alex Owens : Electrical Open 147 For verification: 2017 NEC requires a minimum #4 copper conductor to grounding electrode. Please verify 2/0 is desired. E603 Callout Alex Owens : Electrical Open 147 Please verify amperage E603 Callout Alex Owens : Electrical Open 147 Please verify number of wires for this feeder. Report Date: 04.18.2023 Approval of plans does not constitute approval of variance from code Page 2 of 2 Powered by TCPDF (www.tcpdf.org) 20 2 3 - 0 4 - 1 2 1 : 3 9 : 2 3 P M G001 Cover Page and Drawing Index Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Rexburg ID Custom 10 Ward Meetinghouse Married Student Second Stake 411 University Boulevard, Rexburg, Idaho 43.803303, -111.796612 Church Property: 501-3560 Drawing Index Lafe Harris Architect lafe@bhdarchitects.com 801.571.0010 801.367.0608 B H D Architects 65 East Wadsworth Park Drive, Suite 205 Draper, Utah 84020 Office - Mobile - UT Salt Lake City PM Office Jeff Scott Owner - Project Manager scottjd@churchofJesusChrist.org 801.240.7153 801.497.1901 50 East North Temple Street COB12 Salt Lake City, Utah 84150-0012 Office - Mobile - Aspen Engineering, Inc. Ryan Loftus Geotechnical Engineer ryan@aspeneng.net 208.542.1911 208.339.1911 743 South Capital Avenue Idaho Falls, Idaho 83402 Office - Mobile - Eagle Rock Engineering Kurt Roland Surveyor kroland@erengr.com 208.542.2665 208.757.7625 1331 Fremont Avenue Idaho Falls, Idaho 83402 Office - Mobile - Payne Engineering Brock Payne Electrical Engineer paynebr94@gmail.com 208.232.44391823 East Center Street Pocatello, Idaho 83201 Phone - Engineered Systems Associates Dave Hansen Mechanical Engineer dave@engsystems.com 208.233.0501 208.313.1544 1355 East Center Street Pocatello, Idaho 83201 Office - Mobile - Engineered Systems Associates Dave Hansen Fire Protection Consultant dave@engsystems.com 208.233.0501 208.313.1544 1355 East Center Street Pocatello, Idaho 83201 Office - Mobile - Rexburg Idaho FM Group Jeff Wheeler Owner - Facilities Manager jdwheeler@churchofJesusChrist.org 208.356.7180 208.407.0326 434 East 2nd North Rexburg, Idaho 83440 Office - Mobile - Project Team McNeil Engineering Rob Poirier Civil Engineer rob@mcneileng.com 801.984.2846 801.450.0189 8610 South Sandy Parkway, Suite 200 Sandy, Utah 84070 Office - Mobile - Frost Structural Engineering David Porter Structural Engineer davidp@froststructural.com 208.227.8404 208.569.5694 1020 East Lincoln Road Idaho Falls, Idaho 84301 Office - Mobile - Earthwise Design Greg Wolfley Landscape Architect greg@earthwisedesign.com 801.619.4040 801.631.7554 PO Box 249 Riverton, Utah 84065 Office - Mobile - Spectrum Engineers Aaron Abbott Acoustical Engineer awa@spectrum-engineers.com 801.401.8430 801.678.6383 324 South State Street, Suite 400 Salt Lake City, Utah 84111 Office - Mobile - Project Site Vicinity Plan New Space, US and Canada Rick Piacente Owner - Project Developer piacenterm@ChurchofJesusChrist.org 239.707.2344 239.707.2344 50 East North Temple Street, COB 12th Floor Salt Lake City, Utah 84150 Office - Mobile - Project Links 3D building model viewer: Information for bidders: Directions to project site: Click or scan QR code for web-based 3D viewer. This is for reference only and is not part of the contract documents. Click or scan QR code for soils report and site photos. These are for reference only and are not part of the contract documents. Click or scan QR code for Google Maps directions to project site. Farley Engineering Doug Farley Structural Engineer - Pavilion doug@farleyeng.com 801.274.31511917 Osage Orange Avenue, Suite 100 Holladay, Utah 84124 Phone - Work by Owner Item Special inspections and testing HVAC test and balance Furnished by Installed by Owner Owner Owner Item Piano, organ Phone and computer systems Furnished by Installed by Owner Owner Hymn number display Owner Carpet and carpet base Owner Fixed glass display boards Owner Interior signage Owner Skyfold partition Owner Soap, paper towel, and toilet tissue dispensers Baby changing stations Owner Refrigerator, range, microwave Owner Projection screens Owner Basketball backstops, equipment Owner Volleyball sleeves, volleyball equipment Owner Pews Artwork Internet firewall, network switch, wireless access points Owner Internet service provider modem Owner Deferred Submittals 1. Fire sprinkler shop drawings 2. Fire alarm shop drawings 3. Trussed rafter shop drawings Televisions, television brackets Owner Owner Owner Contractor Owner Owner Owner Owner Owner Contractor Owner Owner Owner Contractor Contractor Owner Contractor Contractor Contractor Owner Contractor Scoreboard Owner Contractor Modernfold accordion and folding panel partitions Contractor Contractor Fixed tackboards Owner Contractor Display cases Owner Contractor Pavilion kit and drinking fountain Owner Contractor High security cylinders and cores Owner Network streaming equipment Owner Owner Owner Access control system Owner Owner Key cabinet Contractor Owner Pavilion tables Owner Contractor General G001 Cover Page and Drawing Index G002 General Information G101 Code Analysis Plan and General Information G102 Main Floor Egress Plan Site C001 5th West Church Subdivision - Plat C002 5th West Church Subdivision - Description C101 Site Survey C102 Site Demolition Plan C103 Site Demolition Plan C111 Site Architectural Plan C112 Site Architectural Plan C113 Site Dimension Plan C114 Site Dimension Plan C121 Grading and Drainage Plan C122 Grading and Drainage Plan C123 Grading and Drainage Plan C151 Site Utility Plan C171 Erosion Control Plan C501 Site Details C502 Site Details C503 Site Details C521 Civil Details C571 Civil Details C601 Civil Notes C801 Storage Building C811 Pavilion Plan Views C812 Pavilion Plan Views C813 Pavilion Section and Detail Views C814 Pavilion Roof Views and Details Landscaping L101 Landscape Plan L201 Irrigation Plan L501 Landscape Details L521 Irrigation Installation Details L522 Irrigation Installation Detail L601 Legends Architectural A101 Floor Plan A102 Equipment Platform Plan A103 Dimension Plan A104 Wall Types Plan A105 Wall Types Details A106 Finish Plan A110 Foundation Dimension Plan A121 Roof Plan A122 Roof Details A151 Reflected Ceiling Plan A201 Exterior Elevations A202 Exterior Elevations A203 Enlarged Exterior Elevations A204 Enlarged Exterior Elevations A206 Steeple Details A207 Steeple Details A301 Building Sections A302 Building Sections A303 Building Sections A304 Building Sections A305 Building Sections A306 Building Sections A310 Wall Sections A314 Wall Sections A401 Enlarged Plans & Elevations A402 Enlarged Plans & Elevations A403 Enlarged Plans And Elevations A409 Enlarged Plan & Elevations of the Rostrums A421 Rostrum Casework Details A422 Rostrum Casework Details A423 Rostrum Stair & Ramp Details A425 Movable Rostrum Details A501 Plan Details A502 Roof Details A503 Roof Details A504 Miscellaneous Interior Details A505 Ceiling Details A601 Exterior Window Types A610 Door / Opening Schedule A611 Door Jamb, Door Head Details and Threshold Details A612 Folding Partition Details A613 Partition Details A701 Casework Details A702 Casework Details A703 Lectern Details A704 Miscellaneous Interior Profiles A705 Miscellaneous Interior Profiles Furnishings F101 Furnishings Plan F102 Signage Plan F103 Interior Signage and Display Board Details Structural S101 Footing and Foundation Plan S102 Anchor Bolt, Hold-down, and Wall Type Plan S103 Equipment Platform Framing Plan S104 Roof Framing Plan S105 Rostrum Framing and Enlarged Roof Overbuild Framing Plans S201 Truss Elevations S202 Truss Elevations S203 Truss Elevations S204 Truss Elevations S205 Truss Elevations S206 Truss Elevations S207 Truss Elevations S401 Steeple Platform Framing and Details S402 Steeple Details S501 Foundation Details S502 Foundation Details S503 Foundation Details S511 Rostrum Framing Details S512 Rostrum Framing Details S513 Equipment Platform Framing Details S514 Equipment Platform Framing Details S521 Roof Details S522 Roof Details S523 Roof Details S524 Roof Details S601 Schedules S602 Schedules S603 Schedules S604 Schedules Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Fire Protection FS101 Fire Sprinkler System Floor Plan FS102 Upper Level Fire Sprinkler System Floor Plan FS201 Fire Sprinkler System Details Plumbing P100 Plumbing Foundation Plan P101 Plumbing Floor Plan P102 Equipment Platform Plumbing Plan P401 Large Scale Plumbing Plans P402 Large Scale Plumbing Plans P501 Plumbing Details P601 Gas Piping Calculation and Schematic Mechanical M101 Mechanical Floor Plan M102 Equipment Platform Mechanical Plan M103 Upper Equipment Platform Mechanical Plan M301 Mechanical Section M302 Mechanical Sections M501 Mechanical Details M502 Mechanical Details M503 Mechanical Details M601 Mechanical Schedules ME101 Automatic Temperature Control Plans ME701 Automatic Temperature Control Diagrams ME702 Automatic Temperature Control Diagrams ME703 Automatic Temperature Control Panels Electrical E100 Electrical Symbols & Details E101 Electrical Site Plan E102 Rexburg Street Light Standards E110 Main Level Lighting Plan E111 Main Level Power Plan E112 Mechanical Mezzanine Electrical Plan E500 Panel Schedules E501 Schedules E602 Electrical Details E603 Power Single Line Diagram & Light Fixture Schedule E604 Lighting Control Wiring Diagrams E605 Lighting Control Wiring Diagrams E606 Lighting Control Wiring Diagrams FA101 Fire Alarm Plan LP100 Lightning Grounding Plan & Roofing Plan Technology ET101 Main Floor AV Floor Plan ET102 Main Floor AV Ceiling Plan ET601 AV Rough-in Schedules, Notes, Details, and Diagram ET602 AV Rough-in Details TA501 AV Systems Details TA502 AV Systems Details TA601 AV Systems Schedules and Notes TA602 AV Systems Diagrams TA603 AV Systems Diagrams TT601 Telecom Schedules, Notes, Details, and Diagram Contractor Contractor 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w E n g in e e re d tru s s p la n s to b e a p p ro v e d b y b u ild in g D e s ig n P ro fe s s io n a l. S p e c ia l In s p e c to r n e e d s to b e id e n tifie d a s p e r S e c tio n 17 04 .2.1. 18 Min., 24 Preferred Front Approach - Swinging Door Pull Side Front Approach - Swinging Door Push Side Note: X = 12" Min. If Door Has Both A Closer And Latch Front Approach - Sliding Or Folding Doors Slide Side Approach - Sliding Or Folding Doors Hinge Side Approach - Swinging Door Pull Side Note: X = 36" Min. If Y = 60" X = 42" Min. If Y = 54" Side Approach - Swinging Door Push Side Note: Y = 48" Min. If Door Has Both A Closer And Latch Y 24 Min. Latch Side Approach Swinging Door Pull Side Note: Y = 54" Min. If Door Has Closer X Y 24 Min. Latch Side Approach Swinging Door Push Side Note: Y = 48" Min. If Door Has Closer X Y 54 Min. 42 M i n . Y X 42 M i n . 48 M i n . 54 Min. 42 M i n . 48 M i n . 48 M i n . X 60 M i n . Forward Approach Parallel Approach Clear Floor Space In Alcove Clear Floor Space In Alcove Clear Floor Space Minimum Clear Width For Two Wheelchairs Space Needed For U-Turn Wheelchair Turning SpaceT-Shaped Space For 12 Min. 180° Turns 90° TurnTurns Around An Obstruction For Single Wheelchair Minimum Clear Width 60 Min.36 Min. 32 Min. 60 M i n . 60 Min. 36 Min.12 Min. 36 M i n . 60 M i n . 36 Min.48 Min.36 Min. 36 M i n . 42 Min.X 42 Min. 48 M i n . 78 Min. 60 M i n . X 60" 3 0 " X 4 8 " 36" 48" 3 0 " 4 8 " 30" 48" 3 0 " 17-19 Spout Height And Knee Clearance 9 M i n . Equipment Permitted In Shaded Area Clear Floor Space Free-Standing Fountain Or Cooler Built-In Fountain Or Cooler Not To Exceed Fountain Depth 24 Max. 36 M i n . 17-19 48 Min. 2 7 M i n . 36 M a x . 8 Min.6 Max. 30 Min. 48 M i n . 30 Min. 48 M i n . Standard Stall 4 Max. 6 M a x . 4 M a x . Standard Stall (End Of Row) Back Wall Grab Bars At Water Closets 12 Min Side Wall Grab Bars At Water ClosetsAlternate Stall 12 Max. 12 Max. Clear Floor Space At Water Closet 1 7 - 1 9 19 M i n . 3 3 - 3 6 12 42 Min. 54 Min. 3 3 - 3 6 12 Min 36 Min. 36 Min. Toilet Paper 56 M i n . 42 Min. 18 60 Min. Clear Floor Space 42 Min. Latch Approach Only Other Approaches 48 Min. 36 M i n . 42 Min. 32 M i n . 1 8 54 Min. 66 Min.W. Wall Mounted W.C. 69 Min.W. Flr. Mounted W.C. 36 Min. Clear Floor Space 1 8 60 M i n . 56 Min. 59 Min. W. Wall Mounted W.C. W. Flr. Mounted W.C. 36 M i n . 60 M i n . Alternate Door Location 32 Min. 32 M i n . 1 8 52 Min. 12 Max. 56 Min.W. Wall Mounted W.C. W. Flr. Mounted W.C.59 Min.42 Min. Latch Approach Only Other Approaches 48 Min. 24 Grab Bar Toilet Paper Dispenser Sanitary Napkin Disposal Accessible Toilet Accessible Drinking Fountain Mop Rack Mirrors Toilet UrinalAccessible Urinal Drinking Fountain Accessable Lavatory Vert. Grab Bar 3'-4" At Toilet 40 " M a x . t o R e f l e c t e d S u r f a c e . U. N . O . 2 ' - 1 0 " 2' - 2 " 1' - 7 " U. N . O . 1 ' - 6 " U. N . O . 3 ' - 3 " To Toilet Rear Wall U. N . O . 2 ' - 1 0 " 5' - 0 " U. N . O . 2 ' - 5 " 40 " T o S p o u t U. N . O . 3 6 " T o S p o u t 2' - 0 " 1' - 5 " 1' - 3 " 1' - 6 " Unless Noted Otherwise 3 4 " M a x . Insulate All Exposed Piping Under Lavatories. 3/ 3 0 / 2 0 2 3 5 : 4 8 : 5 8 P M G002 General Information Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/4" = 1'-0" Legend Details-Cearances @ Door & Openings Scale:1/4" = 1'-0" Legend Details-Clearances & Clear Floor Space Requirements Scale:1/4" = 1'-0" Legend Details-Clearances @ Drinking Fountain Scale:1/4" = 1'-0" Legend Details-Clearances @ Toilet Rooms Scale:1/4" = 1'-0" Legend Details-Mounting Heights Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . Occupant Load ## ## B ## ## Room NumberRoom Area (SF) Occupant Load Occupant Load Factor (Table 1004.5 -IBC 2018) Symbol Legend Occupant Load Per Door and Openings## Occupant Use Room Name Fire Extinguisher Schedule FE 1 FE 2 Fire Extinguisher Cabinet w/ 4A-60BC Fire Extinguisher. Wall Mounted (With Hook) Fire Extinguisher 4A-60BC. Code Analysis IBC 2018 Occupancy A3 Accessory Occupancies (508.2) Construction Type Table 601III-B Fire sprinkled 2-hour rated non- combustible exterior bearing walls. [Non-combustibility achieved with fire- retardant treated wood.] Height Stories 1 (Table 504.4) Fire Protection Yes No No Fire Sprinklers Fire Barriers Fire Walls Building Area Ground Floor 31,338 sf Exit Access Travel Distance 250' Allowable (Table 1017.2) Common Path of Egress Travel 75' Allowable (Table 1006.2.1) 40' -0" (Table 504.3) Allowable 38,000 sf (Table 506.2) Total Occupancy 1,840 occupants 1 136'-6" 42'-0" Equipment Platform Allowable 4,831 sf (Section 505.3.1) [2/3 of the area that it opens to: Chapels and Cultural Center = 7,247 sf] 4,770 sf 32'-10" Plumbing Fixture Count Required Fixtures for 1,840 Occupants Water Closets Lavatories Men 920/150 = 6.13 = 7 Drinking Fountains Women 920/75 = 12.27 = 13 920/200 = 4.6 = 5 1,840/1,000 = 1.84 = 2 Men 12 Family 1 1 Fixtures Provided Women 12 + 1 Family = 13 6 4 (2 high/low pairs) Note: The family restroom fixtures count toward the women's fixture count. 6 920/200 = 4.6 = 5 Attic Ventilation Attic Area 32,444 sf Required ventilation area:108.15 sf NFA Ventilation Upper provided: 53.25 sf Lower provided: 55.82 sf Total provided: 109.07 sf 2,230 sf U Hallway 171 CIRCULATION 183 sf 1.22 occ150 sf/occ B Bishop 103 OFFICE 58 sf 3.87 occ15 sf/occ B Interview 101 OFFICE 183 sf 1.22 occ150 sf/occ B Bishop 104 OFFICE 58 sf 3.87 occ15 sf/occ B Interview 102 OFFICE 119 sf 0.80 occ150 sf/occ B Clerk 106 OFFICE 173 sf 5.77 occ30 sf/occ B Waiting 105 CIRCULATION 12 sf U Storage 148 SERVICE 12 sf U Storage 149 SERVICE 24 sf U Storage 123 SERVICE 55 sf 3.68 occ15 sf/occ B Interview 126 OFFICE 55 sf 3.68 occ15 sf/occ B Interview 127 OFFICE 248 sf 8.25 occ30 sf/occ B Waiting 128 OFFICE 131 sf 0.87 occ150 sf/occ B Clerk 124 OFFICE 182 sf 1.22 occ150 sf/occ B Stake Pres 125 OFFICE 540 sf 36.02 occ15 sf/occ A-3 High Council 129 OFFICE 72 sf U Vest 130 CIRCULATION 80 sf U Custodial 116 SERVICE 84 sf 0.56 occ150 sf/occ B Tech 154 SERVICE 218 sf U Men 158 SERVICE 241 sf U Women 157 SERVICE 188 sf 1.25 occ150 sf/occ B Mothers 159 SERVICE 72 sf U Vest 191 CIRCULATION 121 sf 0.81 occ150 sf/occ B Clerk 192 OFFICE 183 sf 1.22 occ150 sf/occ B Bishop 193 OFFICE 183 sf 1.22 occ150 sf/occ B Bishop 189 OFFICE 173 sf 5.77 occ30 sf/occ B Waiting 190 CIRCULATION 58 sf 3.87 occ15 sf/occ B Interview 188 OFFICE 58 sf 3.87 occ15 sf/occ B Interview 187 OFFICE 119 sf 0.80 occ150 sf/occ B Clerk 164 OFFICE 183 sf 1.22 occ150 sf/occ B Bishop 165 OFFICE 183 sf 1.22 occ150 sf/occ B Bishop 166 OFFICE 173 sf 5.77 occ30 sf/occ B Waiting 163 CIRCULATION 58 sf 3.87 occ15 sf/occ B Interview 162 OFFICE 58 sf 3.87 occ15 sf/occ B Interview 161 OFFICE 71 sf U Vest 160 CIRCULATION 71 sf U Vest 131 CIRCULATION 1,582 sf 225.99 occ7 sf/occ A-3 Chapel 146 CHAPEL 1,367 sf 195.31 occ7 sf/occ A-3 Cultural Center 147 CHAPEL 1,367 sf 195.34 occ7 sf/occ A-3 Cultural Center 150 CHAPEL 1,786 sf A-3 Chapel 151 156 seats CHAPEL 609 sf A-3 Rostrum 152 28 seats CHAPEL 35 7 s f U Ha l l w a y 14 0 CI R C U L A T I O N 2,247 sf U Hallway 119 CIRCULATION 39 6 s f U Ha l l w a y 15 5 CI R C U L A T I O N 339 sf 16.94 occ20 sf/occ A-3 Room 185 CLASSROOM 339 sf 16.93 occ20 sf/occ A-3 Room 186 CLASSROOM 272 sf U Women 167 SERVICE 245 sf U Men 168 SERVICE 272 sf U Women 107 SERVICE 246 sf U Men 108 SERVICE 67 sf 0 sf/occ U Family RR 142 SERVICE 68 sf U Sac Prep 141 SERVICE 164 sf 1.09 occ150 sf/occ B Materials Center 143 SERVICE 469 sf 67.06 occ7 sf/occ A-3 Rostrum 145 CHAPEL 535 sf 76.38 occ7 sf/occ A-3 Room 121 CLASSROOM 534 sf 76.27 occ7 sf/occ A-3 Room 120 CLASSROOM 535 sf 76.38 occ7 sf/occ A-3 Room 117 CLASSROOM 535 sf 76.43 occ7 sf/occ A-3 Room 118 CLASSROOM 514 sf 73.38 occ7 sf/occ A-3 Room 169 CLASSROOM 515 sf 73.57 occ7 sf/occ A-3 Room 170 CLASSROOM 514 sf 73.38 occ7 sf/occ A-3 Room 173 CLASSROOM 515 sf 73.57 occ7 sf/occ A-3 Room 172 CLASSROOM 196 sf 28.05 occ7 sf/occ A-3 Room 133 CLASSROOM 143 sf 20.49 occ7 sf/occ A-3 Room 132 CLASSROOM 117 sf 0.78 occ150 sf/occ B Clerk 139 OFFICE 180 sf 1.20 occ150 sf/occ B Bishop 138 OFFICE 180 sf 1.20 occ150 sf/occ B Bishop 134 OFFICE 170 sf 5.67 occ30 sf/occ B Waiting 137 CIRCULATION 57 sf 3.80 occ15 sf/occ B Interview 135 OFFICE 57 sf 3.80 occ15 sf/occ B Interview 136 OFFICE 163 sf U Vest 112 CIRCULATION 453 sf 15.09 occ30 sf/occ A-3 Foyer 111 CIRCULATION 50 sf U Fire Riser 176 SERVICE 218 sf 1.45 occ150 sf/occ B Bishop 182 OFFICE 178 sf 1.19 occ150 sf/occ B Bishop 177 OFFICE 120 sf 0.80 occ150 sf/occ B Clerk 181 OFFICE 58 sf 3.87 occ15 sf/occ B Interview 178 OFFICE 173 sf 5.77 occ30 sf/occ B Waiting 180 CIRCULATION 453 sf 15.09 occ30 sf/occ A-3 Foyer 183 CIRCULATION 163 sf U Vest 184 CIRCULATION 58 sf 3.87 occ15 sf/occ B Interview 179 OFFICE 295 sf 19.70 occ15 sf/occ B Serving Area 174 SERVICE 209 sf 10.44 occ20 sf/occ A-3 Room 156 CLASSROOM 50 sf U Electrical 114 SERVICE 293 sf 19.52 occ15 sf/occ B Serving Area 115 SERVICE 410 sf U Table/Chair Storage 113 SERVICE 241 sf 34.45 occ7 sf/occ A-3 Room 109 CLASSROOM 208 sf 29.73 occ7 sf/occ A-3 Room 110 CLASSROOM 87 sf U Stair 122 CIRCULATION 122 sf 0.82 occ150 sf/occ B Mothers 144 SERVICE 80 sf U Custodial 175 SERVICE 20 sf U Sac Prep 153 SERVICE 156a FE 1 FE 1 FE 1 FE 1 FE 2 FE 2 20 2 3 - 0 4 - 1 2 1 : 4 0 : 2 3 P M G101 Code Analysis Plan and General Information Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : GOVERNING BUILDING CODES: BUILDING CODE:2018 INTERNATIONAL BUILDING CODE (IBC) WITH UTAH STATE AMENDMENTS PLUMBING CODE:2018 INTERNATIONAL PLUMBING CODE (IPC) MECHANICAL CODE:2018 INTERNATIONAL MECHANICAL CODE (IMC) ELECTRICAL CODE:2020 NATIONAL ELECTRICAL CODE (NEC) FIRE CODE:2018 INTERNATIONAL FIRE CODE (IFC) ENERGY CONSERVATION:2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) ACCESSIBILITY:2009 ANSI A117.1 & 2018 IBC Scale:1/8" = 1'-0" Main Floor Code Analysis Plan1 Pew Schedule - Chapel 151 Type Mark Pew Length Count Number of Seats P2 7' - 6" 14 70 P4 11' - 8" 2 14 P6 18' - 2" 6 72 22 156 Room Schedule Name Number Area Occupancy OLF Number of Occ Interview 101 58 SF B 15 3.87 Interview 102 58 SF B 15 3.87 Bishop 103 183 SF B 150 1.22 Bishop 104 183 SF B 150 1.22 Waiting 105 173 SF B 30 5.77 Clerk 106 119 SF B 150 0.80 Women 107 272 SF U 0 Men 108 246 SF U 0 Room 109 241 SF A-3 7 34.45 Room 110 208 SF A-3 7 29.73 Foyer 111 453 SF A-3 30 15.09 Vest 112 163 SF U 0 Table/Chair Storage 113 410 SF U 0 Electrical 114 50 SF U 0 Serving Area 115 293 SF B 15 19.52 Custodial 116 80 SF U 0 Room 117 535 SF A-3 7 76.38 Room 118 535 SF A-3 7 76.43 Hallway 119 2247 SF U 0 Room 120 534 SF A-3 7 76.27 Room 121 535 SF A-3 7 76.38 Stair 122 87 SF U 0 Storage 123 24 SF U 0 Clerk 124 131 SF B 150 0.87 Stake Pres 125 182 SF B 150 1.22 Interview 126 55 SF B 15 3.68 Interview 127 55 SF B 15 3.68 Waiting 128 248 SF B 30 8.25 High Council 129 540 SF A-3 15 36.02 Vest 130 72 SF U 0 Vest 131 71 SF U 0 Room 132 143 SF A-3 7 20.49 Room 133 196 SF A-3 7 28.05 Bishop 134 180 SF B 150 1.20 Interview 135 57 SF B 15 3.80 Interview 136 57 SF B 15 3.80 Waiting 137 170 SF B 30 5.67 Bishop 138 180 SF B 150 1.20 Clerk 139 117 SF B 150 0.78 Hallway 140 357 SF U 0 Sac Prep 141 68 SF U 0 Family RR 142 67 SF U 0 Materials Center 143 164 SF B 150 1.09 Mothers 144 122 SF B 150 0.82 Rostrum 145 469 SF A-3 7 67.06 Pew Schedule - Rostrum 152 Type Mark Pew Length Count Number of Seats P1 5' - 8" 3 9 P2 7' - 6" 1 5 P3 10' - 2" 1 6 P5 12' - 8" 1 8 6 28 Room Schedule Name Number Area Occupancy OLF Number of Occ Chapel 146 1582 SF A-3 7 225.99 Cultural Center 147 1367 SF A-3 7 195.31 Storage 148 12 SF U 0 Storage 149 12 SF U 0 Cultural Center 150 1367 SF A-3 7 195.34 Sac Prep 153 20 SF U 0 Tech 154 84 SF B 150 0.56 Hallway 155 396 SF U 0 Room 156 209 SF A-3 20 10.44 Women 157 241 SF U 0 Men 158 218 SF U 0 Mothers 159 188 SF B 150 1.25 Vest 160 71 SF U 0 Interview 161 58 SF B 15 3.87 Interview 162 58 SF B 15 3.87 Waiting 163 173 SF B 30 5.77 Clerk 164 119 SF B 150 0.80 Bishop 165 183 SF B 150 1.22 Bishop 166 183 SF B 150 1.22 Women 167 272 SF U 0 Men 168 245 SF U 0 Room 169 514 SF A-3 7 73.38 Room 170 515 SF A-3 7 73.57 Hallway 171 2230 SF U 0 Room 172 515 SF A-3 7 73.57 Room 173 514 SF A-3 7 73.38 Serving Area 174 295 SF B 15 19.70 Custodial 175 80 SF U 0 Fire Riser 176 50 SF U 0 Bishop 177 178 SF B 150 1.19 Interview 178 58 SF B 15 3.87 Interview 179 58 SF B 15 3.87 Waiting 180 173 SF B 30 5.77 Clerk 181 120 SF B 150 0.80 Bishop 182 218 SF B 150 1.45 Foyer 183 453 SF A-3 30 15.09 Vest 184 163 SF U 0 Room 185 339 SF A-3 20 16.94 Room 186 339 SF A-3 20 16.93 Interview 187 58 SF B 15 3.87 Interview 188 58 SF B 15 3.87 Bishop 189 183 SF B 150 1.22 Waiting 190 173 SF B 30 5.77 Vest 191 72 SF U 0 Clerk 192 121 SF B 150 0.81 Bishop 193 183 SF B 150 1.22 Organ Chamber 202 28 SF U 0 1650.57 Wheelchair Seating Description Count Room Wheelchair space 4 Chapel 151 Wheelchair space 1 Rostrum 152 5 Occupancy Summary Occupant Type Number of Occupants Room Occupancies by OLF 1,651 Room Occupancy by Pew Length 184 Wheelchair Seating 5 1,840 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w C ity o f R e x b u rg . . 18 occ. 38 occ.39 occ.38 occ.39 occ. 37 occ. 2 occ. 98 occ. 45 occ.45 occ. 21 occ. 35 occ. 30 occ.38 occ.39 occ.39 occ.38 occ. 1 occ. 20 occ. 98 occ.45 occ. 98 occ.98 occ. 45 occ. 73 occ. 73 occ.74 occ. 74 occ. 2 occ. 17 occ. 17 occ. 37 occ.37 occ.37 occ.37 occ.37 occ.37 occ.37 occ.37 occ. 1 occ. 20 occ. 29 occ. 91 occ. 297 occ. 228 occ.228 occ. 187 occ. 312 occ. 211 occ.210 occ. 11 occ. Common Path of Egress Travel Distance - Maximum 41' -0" Exit Access Travel Distance -Maximum 136' -6" 20 2 3 - 0 4 - 1 2 1 : 4 0 : 5 3 P M G102 Main Floor Egress Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/8" = 1'-0" Main Floor Egress Plan1 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w FND 2" AC FND 5 8" IR NO CAP NO CAP S0 0 ° 1 6 ' 3 0 " E 26 1 8 . 1 1 ' N89° 39' 50"W 2649.26' FND 2" AC FND 5 8" IR NO CAP NO CAP 3 27556 SF 0.63 AC. 1 43688 SF 1.00 AC. 4 7706 SF 0.18 AC. 128.01' S0 0 ° 1 6 ' 3 0 " E 18 8 . 9 2 ' S89° 43' 30"W 169.32' L=60.44', R=1141.52' CB=S22° 21' 04"W C=60.43' ∆=3°02'01" L=193.62', R=1141.52' CB=S12° 03' 31"W C=193.38' ∆=9°43'05" S89° 43' 30"W 310.00'20.00' N0 0 ° 1 6 ' 3 0 " W 16 7 . 5 0 ' N89° 43' 30"E 234.67' N0 0 ° 1 6 ' 3 0 " W 10 9 . 3 4 ' N89° 43' 30"E 75.33' N0 0 ° 1 6 ' 3 0 " W 58 . 1 6 ' 20.00' N0 0 ° 1 6 ' 3 0 " W 74 . 3 6 ' N0 0 ° 1 6 ' 3 0 " W 24 2 . 0 7 ' L=23.26', R=1335.00' CB=S88° 12' 39"W C=23.26' ∆=0°59'54" N0 0 ° 1 6 ' 3 0 " W 30 4 . 5 0 ' S0 0 ° 1 6 ' 3 0 " E 35 9 . 6 7 ' 2 245905 SF 5.65 AC.N89° 40' 10"W 165.11' N89° 39' 20"W 86.98' S0 0 ° 1 6 ' 5 0 " E 18 5 . 7 0 ' S80° 43' 00"W 316.81' L=332.08', R=1141.52' CB=S15° 32' 02"W C=330.91' ∆=16°40'05" S89° 43' 30"W 330.00' N0 0 ° 1 6 ' 3 0 " W 13 2 . 0 0 ' L=78.03', R=1141.52' CB=S18° 52' 33"W C=78.01' ∆=3°54'59" 202.00' L =1 8 6 .0 6 ',R =1 3 3 5 .0 0 ' C B =S 8 4 °4 3 '0 2 "W C =1 8 5 .9 1 ' ∆=7 °5 9 '0 7 " W E S N 25' SCALE: 1" = 50.0' 50'0 50' BEGINNING AT A POINT THAT IS S00°16'30”E 264.04 FEET ALONG THE WEST SECTION LINE OF SECTION 31 FROM THE WEST ¼ CORNER OF SECTION 31, T.6N., R.40E., B.M., CITY OF REXBURG, MADISON COUNTY, IDAHO; AND RUNNING THENCE S89°40'10”E 165.11 FEET; THENCE S89°39'20”E 86.98 FEET; THENCE N00°16'50”W 185.70 FEET; THENCE N80°43'00”E 316.81 FEET TO A POINT OF A CURVE WITH A RADIUS OF 1335.00 FEET AND A CHORD THAT BEARS N84°43'02”E 185.91 FEET, THENCE TO THE RIGHT ALONG SAID CURVE 186.06 FEET THRU A CENTRAL ANGLE OF 07°59'07”; THENCE S00°16'30”E 304.50 FEET TO A POINT OF A CURVE WITH A RADIUS OF 1141.52 FEET AND A CHORD THAT BEARS S15°32'02”W 330.92 FEET, THENCE TO THE LEFT ALONG SAID CURVE 332.08 FEET THRU A CENTRAL ANGLE OF 16°40'05”; THENCE S89°43'30”W 330.00 FEET; N00°16'30”W 132.00 FEET; THENCE S89°43'30”W 330.00 FEET TO A POINT ON THE WEST SECTION LINE OF SAID SECTION; THENCE ALONG SAID SECTION LINE N00°16'30”W 242.07 FEET TO THE POINT OF BEGINNING,CONTAINING 7.569 ACRES. WEST QUARTER CORNER SECTION 31 TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN CP&F NO. 449224 THOMAS A N D C H A R L O T T E E R I K S O N S 5 t h W UNIVERSITY BLVD CENTER CORNER SECTION 31 TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN CP&F NO. 404679 JAMES WI N N DELOY AND V I O L A W A R D EDEN APT S L L C MY NOJO L L C SECTION LINE SE C T I O N L I N E B A S I S O F B E A R I N G CI T Y O F R E X B U R G C O N T R O L 2 6 4 . 0 4 ' POINT OF BEGINNING CITY OF RE X B U R G NARRATIVE EAGLE ROCK ENGINEERING WAS COMMISIONED BY THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS TO PERFORM A FINAL PLAT FOR A PARCEL OF LAND PURSUANT TO INSTRUMENT NUMBER 415008. SEVERAL MONUMENTS WERE FOUND AS SHOWN ON THIS SURVEY. MONUMENTS SET WERE 1/2 INCH REBAR WITH PLASTIC CAPS L.S. 9369 AS SHOWN ON THIS SURVEY. SECTION CORNER TIES WERE THE WEST 1/4 CORNER PURSUANT TO INSTRUMENT NUMBER 268005, CENTER 1/4 CORNER PURSUANT TO INSTRUMENT NUMBER 404679 AND THE SOUTHWEST CORNER PURSUANT TO INSTRUMENT NUMBER 404687. ADJOINER DEEDS COLLECTED FROM THE MADISON COUNTY RECORDERS OFFICE WERE PURSUANT TO INSTRUMENT NUMBERS 331727, 399692 AND 400040. CITY OF REXBURG CONTROL WAS USED FOR THIS PROJECT. BOUNDARY DESCRIPTION SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: OFFICES AT: 1331 Fremont Ave. Idaho Falls, Idaho 83402 310 N 2nd East, Suite 153 Rexburg, Idaho 83440 CAD NAME: DATE: SCALE: TERRY HANSEN ANGIE GARCIA KURT ROLAND 22051 1"=50' MARCH 2023 22051 BYU 10th_FINAL PLAT.dwg A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO A PART OF THE SOUTHWEST CORNER OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 40 EAST B.M., MADISON COUNTY, IDAHO 5TH WEST CHURCH SUBDIVISION SHEET 1 OF 2 ROADWAY CENTERLINE SECTION LINE LOT LINE PLAT BOUNDARY 15' PUBLIC UTILITY EASEMENT (P.U.E.) EXISTING EASEMENT AS NOTED PLACED 1/2" X 24" IRON ROD WITH YELLOW PLASTIC CAP MARKED P.L.S. 9369 PLACED 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP MARKED P.L.S. 9369 P.L.S.S. CORNER AS NOTED FOUND 1/2" X 24" IRON ROD WITH YELLOW PLASTIC CAP MARKED P.L.S. 10786 FOUND MONUMENT AS NOTED UNLESS OTHERWISE DESCRIBED OR DIMENSIONED OR AS NOTED SOUTHWEST CORNER SECTION 31 TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN CP&F NO. 404687 BLOCK 1 DEDICATED RIGHT-OF-WAY TO THE CITY OF REXBURG NOTE 1: FOUND 1/2" IRON ROD LS 10786, S10°50'31"W 0.66' FROM DEED POSITION NOTE 2: FOUND 1/2" IRON ROD LS 10786, S06°27'04"W 0.65' FROM DEED POSITION NOTE 1 NOTE 2 I, KURTIS J. ROLAND, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, DO HEREBY CERTIFY THAT THE SURVEY OF THIS SUBDIVISION DESIGNATED AS 5TH WEST CHURCH SUBDIVISION, WAS MADE UNDER MY DIRECTION, AND THAT SAID SUBDIVISION IS TRULY AND CORRECTLY SURVEYED AND STAKED AS PROVIDED BY LAW AND IN ACCORDANCE WITH THE ACCOMPANYING PLAT AS DESCRIBED HEREON. LICENSE NO. 9369 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE FOREGOING PLAT OF 5TH WEST CHURCH SUBDIVISION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO WAS FILED FOR RECORDING IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THIS_______DAY OF______________, 2023 AT _____M AND RECORDED UNDER INSTRUMENT NUMBER, ____________________. I THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, PER THE REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS PROJECT ARE CURRENT. DATE: MADISON COUNTY TREASURER I HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT AND FIND IT TO BE CORRECT AND ACCEPTABLE AS REQUIRED IN SECTION 50-1305 OF THE IDAHO CODE. PROFESSIONAL LAND SURVEYOR CERT. NO. MAYOR CITY CLERK CITY ENGINEER PLANNING AND ZONING THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO BY RESOLUTION ADOPTED THIS DAY OF ,2023. MADISON COUNTY RECORDER THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE BY:________________________ AUTHORIZED AGENT EXAMINING SURVEYOR'S CERTIFICATE CITY'S ACCEPTANCE RECORDER'S CERTIFICATE TREASURER'S CERTIFICATEOWNER'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT I THE UNDERSIGNED IS THE OWNER OF THE TRACT OF LAND INCLUDED WITHIN THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAVE CAUSED THE SAME TO BE PLATTED AND DIVIDED INTO BLOCKS, LOTS, AND STREETS, WHICH PLAT SHALL HEREAFTER BE KNOWN AS 5TH WEST CHURCH SUBDIVISION, MADISON COUNTY, IDAHO. BE IT FURTHER KNOWN, THAT I DO HEREBY DEDICATE TO THE PUBLIC, ALL STREETS AND RIGHT-OF-WAYS SHOWN HEREON, THAT I ALSO GRANT AND CONVEY TO THE CITY OF REXBURG ALL EASEMENTS SHOWN ON THE PLAT AND THAT WE HEREBY WARRANT AND SHALL DEFEND THE ESTATE TO SUCH DEDICATION AND CONVEYANCES IN THE QUIET AND PEACEFUL POSSESSION OF THE PUBLIC OR THE CITY, AS THE CASE MAY BE, AGAINST SAID OWNER AND ITS HEIRS AN ASSIGNS, AND AGAINST EVERY PERSON WHOMSOEVER WHO LAWFULLY HOLDS OR WHO LATER CLAIMS TO HAVE LAWFULLY HELD ANY RIGHTS IN SAID ESTATE AS OF THE DATE HEREOF. OWNER, AND ITS HEIRS AND ASSIGNS, AGREE THEY WILL CONSTRUCT NO PERMANENT STRUCTURE WITHIN OR UPON ANY PUBLIC UTILITY EASEMENT SHOWN HEREON, AND THE CITY AND ITS SUCCESSORS, ASSIGNS OR PERMITEES SHALL ALSO HAVE THE RIGHT, AT THE OWNERS' OR THEIR HEIRS', SUCCESSORS' OR ASSIGNS' EXPENSE, TO REMOVE, CUT OR TRIM ANY TREES, BRUSH, ORNAMENTAL SHRUBBERY OR PLANT WHICH MAY INJURE OR INTERFERE WITH THE USE THEREOF FOR ITS INTENDED PURPOSES. I ALSO CERTIFY THAT THE LOTS SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE SEWER FROM THE CITY OF REXBURG AND SAID MUNICIPALITY HAS AGREED IN WRITING TO SERVE SAID LOTS. I ALSO CERTIFY THAT THIS SUBDIVISION IS NOT IN THE FIRM DELINEATED 100-YEAR FLOOD PLAIN. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY SIGNATURE THIS DAY OF ,2023. ACKNOWLEDGMENT STATE OF UTAH ) :SS COUNTY OF SALT LAKE ) ON THIS _______ DAY OF __________, 20__, PERSONALLY APPEARED BEFORE ME _______________________, PERSONALLY KNOWN TO ME TO BE AN AUTHORIZED AGENT OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE, WHO ACKNOWLEDGED BEFORE ME THAT HE/SHE SIGNED THE FOREGOING INSTRUMENT AS AUTHORIZED AGENT FOR THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE, THAT SAID INSTRUMENT IS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT ON BEHALF OF SAID CORPORATION AND THAT SAID CORPORATION EXECUTED THE SAME. WITNESS MY HAND. __________________________________ NOTARY PUBLIC FOR THE STATE OF UTAH SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED BASED ON DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW AND APPROVAL FOR THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF SANITARY RESTRICTIONS. WATER AND SEWER LINE HAVE BEEN COMPLETED AND SERVICES CERTIFIED AS AVAILABLE. SANITARY RESTRICTIONS MAYBE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. EASTERN IDAHO HEALTH DISTRICT DATE:___________ _______________________________ ENVIRONMENTAL HEALTH SPECIALIST PER IDAHO CODE 50-1334, THIS SUBDIVISION WILL BE SERVED BY THE CITY OF REXBURG CITY MUNICIPAL WATER SUPPLY DISTRIBUTION SYSTEM. WATER SYSTEM DATE: WATER RIGHTS AND ASSESSMENT OBLIGATIONS ARE NOT APPURTENANT TO THE LANDS INCLUDED WITHIN THIS PLAT. LOTS WITHIN THIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT. HEALTH DEPARTMENT CERTIFICATE SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: OFFICES AT: 1331 Fremont Ave. Idaho Falls, Idaho 83402 310 N 2nd East, Suite 153 Rexburg, Idaho 83440 CAD NAME: DATE: SCALE: TERRY HANSEN ANGIE GARCIA KURT ROLAND 22051 N/A MARCH 2023 22051 BYU 10th_FINAL PLAT.dwg A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO A PART OF THE SOUTHWEST CORNER OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 40 EAST B.M., MADISON COUNTY, IDAHO 5TH WEST CHURCH SUBDIVISION IRRIGATION WATER RIGHTS STATEMENT SHEET 2 OF 2 Pr i n t e d : 28 M a r 2 0 2 3 10 : 2 8 A M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 Site Survey C101 >Db >s͘>sd/hb CC C/b/^I C>hhw /bs /bswd h͘͘hb bdw wvΖwvh/w ^d^dbw dat dathwwz dzt dzt/> ddht < hC hw C>C>ht >/b hC hw aI abIh> /w /whb wh >D h/>/bD ts tdw s>s ta tdw adw dI ^/b h D hC h/> t͘h͘͘th>/ hd/>/dz ^abd y y/^d/bD Ds>D hC Dws> da hddha ABBREVIATIONS t͘h͘͘th/bd hC D/bb/bD whtz bdw>/b ^d/hb >/b hhbwz tw> Cb y/^d/bD hswI thtw >/b y/^d/bD D^ >/b y/^d/bD d>tIhb >/b y/^d/bD > ds >/b y/^d/bD hbwDwhhb thtw y/^d/bD ^b/dwz ^tw y/^d/bD tdw a/b y/^d/bD thtw th> y/^d/bD D^ aw<w y/^d/bD dI ^/b d^d Ih> y/^d/bD abIh> y/^d/bD >dw/> hy Chhb ahbhabd^ ^ bhd ^/Db ^ bhd y/^d/bD C/w Izwbd y/^d/bD tdw s>s y/^d/bD tdw adw y/^d/bD >/DId th> y/^d/bD dw ^d/hb hwbw ^ bhd hhbwz hwbw ht ^^ t twd hC dI ^t ϭ ϰ hwbw hC ^d/hb ϯϭ͕ dhtb^I/t ϲ bhwdI͕ wbD ϰϬ ^d ͘a͕͘ a/^hb hhbdz͕ /Ih >d ͬ ^a >b d/d> ^hwsz hC͗ Z9y.hZD a^ ϱƚŚ ^d<9 ϭ͘ <hwd/^ W͘ wh>b͕ wD/^dw >b ^hwszhw͕ wtw^bd^ dwh b hwwd ^hwsz a z a hb tw/> ϴ͕ ϮϬϮϮ hC dI >b dIw/b twd/h>w>z ^w/͖ Ϯ͘ dI ^hwsz b dI /bChwad/hb͕ hhw^^ b /^db^ ^Ihtb dIwhb w hwwd͘ ϯ͘ dI d/d> >/b^ b >/b^ hC dh> th^^^^/hb w dI ^a͘ ϰ͘ dI >b ^w/ /b dI ^hwsz /^ dI ^a ^ ^w/ /b dI d/d> /b^hwb haa/dabd ^w/ >ht͘ ;^ >D> ^w/td/hbͿ ϱ͘ dI w hC dI ^hWd twhtwdz b dI ^/͕ >hd/hb b dzt hC h/>/bD^ b /atwhsabd^ b bz hdIw addw^ ^/dhd hb dI ^hWd twhtwdz w ^Ihtb b >> h/>/bD^ b /atwhsabd^ w t/dI/b dI hhbwz >/b^ b tt>/> ^dͲ< >/b^ hC dI twhtwdz͘ ϲ͘ dIw w bh s/^/> ttwbd ^abd^ hw h^^ CCd/bD dI/^ twhtwdz ttw/bD Cwha wCh> tIz^/> /b^td/hb hC dI ^a͕ hdIw dIb dIh^ ^Ihtb b t/d hb dI ^hwsz͘ ϳ͘ dIw w bh s/^/> bwhIabd^ hb dI Wh/b/bD twhtwd/^͕ ^dwd^͕ hw >>z^ z bz hC ^/ h/>/bD^͕ ^dwhdhw^ hw hdIw /atwhsabd^͖ hdIw dIb dIh^ ^Ihtb hb dI ^hwsz͘ ϴ͘ dIw w bh twdz t>>^ hw s/^/> bwhIabd^ hb ^/ ^w/ twhtwdz z ^dwd^͕ >>z^ hw h/>/bD^͕ ^dwhdhw^ hw hdIw /atwhsabd^ ^/dhd hb Wh/b/bD twhtwdz͖hdIw dIb dIh^ ^Ihtb hb dI ^hwsz͘ ϵ͘ dIw w bh s/^/> ttwbd adw/^ hw hw/> Dwhhb^ CCd/bD dI/^ twhtwdz͘ ϭϬ͘ dIw w bh td>b^ hb dI/^ twhtwdz͘ ϭϭ͘ dI >hd/hb hC >> hd/>/d/^ y/^d/bD hb hw ^ws/bD dI twhtwdz ^ dwa/b z h^ws s/b /^ ^Ihtb hb dI ^hwsz͘ ϭϮ͘ bh hhww/bD s/^/> hs Dwhhb s/b hC /^IwD /bdh ^dwa^͕ w/sw^͕ hw hdIw hbszb ^z^da ^Ihtb hb dI ^hwsz͘ ϭϯ͘ bh s/b hC wbd ^dwd hb^dwhd/hb hw wt/w^͘ ϭϰ͘ dI tw> ^w/ /b dI/^ ^hwsz h^ bhd >/ t/dI/b C>hh Iw w^ /b hwb t/dI at^ bd/d> ͞C>hh /b^hwb wd at͟ hw ͞C>hh Iw C>hh tz hhbwz at͟ th>/^I z dI Cw> awDbz abDabd Dbz hC C>hh Iw hhbwz at th>/^I z dI h͘^͘ twdabd hC Ihh^/bD b hwb s>htabd͘ dI ^hwsz hwwd>z /b/d^ dI hb ^/Dbd/hb hC bz w ^Ihtb ^ /bD t/dI/b C>hh Iw w͘ ^hwszhw^ wd/C/d/hb >> wCwb^ w>d/bD dh dI dwd b w hbt>hdd> ttw >ht͗ C/w^d aw/b d/d> haa/dabd bh͘ ϲϲϭϮϯϬͲwy d bhsaw ϭϰ͕ ϮϬϭϳ͖ ϴ͘ >^ tdw w/DId Dwabd hthb dI dwa^͕ hb/d/hb^ b twhs/^/hb^ hbd/b dIw/b͗ twd/^͗ w/DIa zhhbD hb/sw^/dzͲ /Ih b /dz hC wyhwD whw az ϭϵ͕ ϮϬϭϭ /b^dwhabd bŽ͘ ϯϲϴϮϮϰ Dwabd dh ydb >^ hC tdw w/DId whw bhsaw ϭϮ͕ ϮϬϭϱ ^ /b^dwhabd bŽ͘ ϯϵϴϴϯϳ͘ ^Ih> Ͳ ^d/hb dth ytd/hb^ ϭϱ͘ dI ^hWd twhtwd/^ Is ^^ dh b Cwha h>z /d b td th>/ ^dwd <bhtb ^͘ ϱƚŚ t^d b hb/sw^/dz >s͘ ϭϲ͘ dI whw ^w/td/hb hC dI ^hWd twhtwdz Chwa^ adIad/>>z >h^ C/Dhw͘ ϭϳ͘ /b^hwb I> th>/z z D> wh< bD/bw/bD /b dI ahhbd hC ϭ͕ϬϬϬ͕ϬϬϬ h>>w^͘ ϭϴ͘ dI hbw^/Db I^ w/s b ya/b htz hC C/w^d aw/b d/d> haa/dabd bh͘ ϲϲϭϮϯϬͲͲwy d bhsaw ϭϰ͕ ϮϬϭϳ͖ b dI >hd/hb hC bz addw ^Ihtb dIwhb͘ dh dI ydbd /d b >hd I^ b ^Ihtb hb dI/^ ^hwsz t/dI dI ttwhtw/d whw/bD wCwb͘ dI/^ ^hwsz /^ wd/C/ dh dI Ch>>ht/bD bd/dz͖ w/DIa zhhbD hb/sw^/dz Ͳ /Ih͕ hdI bhbtwhC/d hwthwd/hb dI/^ /^ dh wd/Cz dId dI/^ at hw t>d b dI ^hwsz hb tI/I /d /^ ^ tw a /b hwb t/dI dI ϮϬϭϲ a/b/aha ^dbw d/> wvh/wabd^ Chw >dͬb^t^ >b d/d> ^hwsz^͕ Wh/bd>z ^d>/^I b htd z >d b b^t^͕ b /b>h^ /da^ ϭ͕ Ϯ͕ ϯ͕ ϰ͕ ϲ;Ϳ͕ϲ;Ϳ͕ ϳ;Ϳ͕ ϳ;Ϳ͕ ϴ͕ ϭϭ͕ ϭϯ͕ ϭϲ͕ ϭϴ b ϭϵ hC d> dIwhC͘ dI C/> thw< t^ hat>d hb tw/> ϱ͕ ϮϬϮϮ͘ wd͘ bh͘ ϵϯϲϵ ^hwsz z͗ wtb z͗ twhWd bh͘ ttwhs z͗ h&&/9^ d͗ ϭϯϯϭ CƌĞŵŽŶƚ ǀĞ͘ /ĚĂŚŽ CĂůůƐ͕ /ĚĂŚŽ ϴϯϰϬϮ ϯϭϬ b ϮŶĚ ĂƐƚ͕ ^ƵŝƚĞ ϭϱϯ wĞǆďƵƌŐ͕ /ĚĂŚŽ ϴϯϰϰϬ ba͗ ws/^/hb͗ d͗ ^>͗ EAGLE ROCK NGINEERING CIVIL planning SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665 a ^bww bD/ s> ϭϳϭϲϱ <hwd W͘ wh>b >d ^hwsz͘tD tw/> ϴ͕ ϮϬϮϮ ϭΗсϱϬΖ twhWd >hd/hb 5t h W UNIVERSITY BLVD s//b/dz at HW Y 2 0 W 7th S POLELINE RD YE L L O W S T O N E H W Y haahb/d/hb .hy &/.9Z htd/^ th^d haahb/d/hb .hy 9>9dZ/ .hy dht h& ϭϮΗ t/t9 .>9 t/bd >/b9 td9Z>/b9 Z/^9Z td9Z>/b9 Z/^9Z dht h& ϭϴΗ ^5 at t/t9 ϮϰΗ ^5 t>^d/ t/t9 . DZd9сϰϴϴϯ͘ϬϬ /bsсϰϴϳϴ͘ϯϭ . DZd9сϰϴϴϬ͘ϵϮ /bsсϰϴϳϴ͘ϰϮ ^5aI Z/aсϰϴϴϮ͘Ϯϲ 9 /bsсϰϴϳϴ͘ϲϬ b /bsсϰϴϳϴ͘ϰϳ ^ /bsсϰϴϳϴ͘ϰϮ ^5aI Z/aсϰϵϬϬ͘ϯϭ ^ /bsсϰϴϵϲ͘ϭϯ 9 /bsсϰϴϵϱ͘ϵϳ t /bsсϰϴϵϱ͘ϴϳ . DZd9сϰϵϬϬ͘ϱϵ /bsсϰϴϵϳ͘ϯϮ ϯϲΗ ^5 t>^d/ t/t9 /bs͗ϰϴϳϲ͘ϵϲ td9Z>/b9 Z/^9Z dI ηϭ dI ηϮ dI η.ϭ dI ηϭdI ηϯ dI ηϰ dI ηϭϯ dI ηϭϰ dI ηϭϭ dI ηϭϮdI η.ϱdI η.ϰ dI ηϵ dI ηϳ dI ηϲ dI η.Ϯ dI ηϱ dI ηϴ dI ηϭϱ dI ηϭϬ .da h& thb5 dht h& thb5 dhZb >b9 ^/Db . DZd9сϰϴϲϵ͘ϱϴ /bsсϰϴϲϱ͘ϴϬ > ^dZ/t9 ^5aI Z/aсϰϴϳϯ͘ϳϰ 9 /bsсϰϴϲϵ͘ϵϵ t /bsсϰϴϲϵ͘ϵϭ ϰϴϳϱ͘Ϯϱ ϮϰΗ ^5 at t/t9 ^Ihh>59Z 9h ^Ihh>59Z hZ. Θ Dhdd9Z 9h 9h 9h 9h 9h dhZb >b9 ^/Db Zh^^ t>< ^/Db ϰϱ ^t995 >/a/d Zh^^ t>< ^/Db ^dht ^/Db ^dht ^/DbZ/DId >b9 ah^d dhZb ^/Db ϰϴ ϵ Ϭ ϰ ϵ Ϭ Ϭ ϰϴ ϴ ϴ ϰϴ ϵ Ϯ ϰϴ ϵ ϰ ϰ ϴ ϵ ϲ ϰ ϴ ϵ ϴ ϰ ϵ Ϭ Ϯ ϰ ϵ Ϭ ϰ ϰ ϵ Ϭ ϲ ϰ ϵ Ϭ ϴ ϰϵ Ϭ Ϭ ϰϵϭ Ϭ ϰϴ ϵ ϰ ϰϴ ϵ ϲ ϰϴ ϵ ϴ ϰϵ Ϭ Ϯ ϰϵϬ ϰ ϰϵϬϲ ϰϵ Ϭ ϴ ϰϴϴ Ϭ ϰϴϴ Ϭ ϰϴ ϴ Ϭ ϰϴϳϲ ϰ ϴ ϳ ϴ ϰϴϳϴ ϰϴϳϴ ϰϴ ϴ Ϯ ϰϴ ϴ ϰ ϰϴ ϴ ϲ Zh^^ t>< I95 DZ s 9 > 5 Z / s 9 t z DZ s 9 > 5 Z / s 9 t z &b5 ϮΗ &b5 ϱ ϴΗ /Z bh t &b5 ϭ Ϯ Η /Z t͘>͘^ ϭϬϳϴϲ &b5 ϭ Ϯ Η /Z t͘>͘^ ϭϬϳϴϲ &b5 ϭ Ϯ Η /Z t͘>͘^ ϭϬϳϴϲ ^I95 thh5 t9b hZ. Θ Dhdd9Z ϭϬΖ ^tI>d tdItz ^Ϭ Ϭ Σ ϭ ϲ Ζ ϱ Ϭ Η Ϯϲ Ϭ ͘ ϱ ϳ Ζ ^Ϭ Ϭ Σ ϭ ϲ Ζ ϯ Ϭ Η Ϯϲ ϭ ϴ ͘ ϭ ϭ Ζ ^ϴϵΣ ϰϬΖ ϭϬΗ ϭϲϱ͘ϭϭΖ ^ϴϵΣ ϯϵΖ ϮϬΗ ϴϲ͘ϵϴΖ bϴϬΣ ϰϯ Ζ Ϭ Ϭ Η ϯϭϲ͘ϴϭ Ζ bϬ Ϭ Σ ϭ ϲ Ζ ϯ Ϭ Η t Ϯϰ Ϯ ͘ Ϭ ϳ Ζ ^ϴϵΣ ϰϯΖ ϯϬΗt ϯϯϬ͘ϬϬΖ bϬ Ϭ Σ ϭ ϲ Ζ ϯ Ϭ Η t ϭϯ Ϯ ͘ Ϭ Ϭ Ζ ^ϴϵΣ ϰϯΖ ϯϬΗt ϯϯϬ͘ϬϬΖ >сϯϯϮ͘Ϭϴ͕wсϭϭϰϭ͘ϱϮ с^ϭϱΣϯϮΖϬϮΗt сϯϯϬ͘ϵϭϱ ѐсϬϭϲΣϰϬΖϬϱΗ >сϭϴϲ͘Ϭϲ͕wсϭϯϯϱ͘ϬϬ сb ϴϰΣϰϯΖϬϮΗ сϭϴϱ͘ϵϭ ѐсϬϬϳΣϱϵΖϬϳΗ bϬ Ϭ Σ ϭ ϲ Ζ ϱ Ϭ Η t ϭϴ ϱ ͘ ϳ Ϭ Ζ ^Ϭ Ϭ Σ ϭ ϲ Ζ ϯ Ϭ Η ϯϬ ϰ ͘ ϱ Ϭ Ζ DZs9> 5Z/s9tz bϴϵΣ ϯϵΖ ϱϬΗt Ϯϲϰϵ͘ϮϲΖ td9Z>/b9 Z/^9Z &/.9Z htd/^ t/bd ^ ^ ^^^^ ^^aI Z/aсϰϴϲϱ͘ϲϬ ^9 /bsсϰϴϱϲ͘ϱϳ b /bsсϰϴϱϲ͘ϰϳ ^^aI Z/aсϰϴϳϯ͘ϴϬ 9 /bsсϰϴϲϮ͘ϴϳ b /bsсϰϴϲϮ͘ϳϳ ^9t9Z .hZ5 td9Za/b dht h& h>s9Zd Zht aZ<9Z >^ ϰϱϲϯ ϭ /ĚĂŚ ϯϭϬ b wĞǆ z DwtI/ t>hdd/bD hb>z͕ dI/^ twhtwdz /^ /b hb ΗyΗ hC dI C>hh /b^hwb wd at haahb/dz tb> bh͘ ϭϲϬϲϱϬϭϬϬ tI/I w^ b CCd/s d hC ϬϲͲϬϯͲϭϵϵϭ͘ ϭ͘ hd/>/d/^ ^Ihtb hb dI ^hwsz Iwhb tw ^ hthb Dwhhbͬs/^h> h^wsd/hb^ hb>z͘ dIw az hd/>/d/^ hb dI ^/d dId tw bhd s/^/>͕ dIwChw dIz w bhd ^Ihtb͘ dI dh> >hd/hb hC dI hbwDwhhb hd/>/d/^ az swz͘ Ϯ͘ bh s/b hC wdI ahs/bD thw<͕ h/>/bD hb^dwhd/hb hw h/>/bD /d/hb^͘ ϯ͘ bh h^ws> s/b hC ^/d h^ ^ ^h>/ t^d hat͕ ^hat hw ^b/dwz >bC/>>͘ C>hh bhd bhd^ ^͘ ϱƚŚ t^d b hb/sw^/dz >s wyhwD͕ / ϴϯϰϰϬ ^dwd >hd/hbw W E S N 25' SCALE: 1" = 50.0' 50'0 50' D/bb/bD d th/bd dId /^ ^ϬϬΣϭϲΖϯϬ͟ Ϯϲϰ͘Ϭϰ Cd >hbD dI t^d ^d/hb >/b hC ^d/hb ϯϭ Cwha dI t^d Ь hwbw hC ^d/hb ϯϭ͕ d͘ϲb͕͘ w͘ϰϬ͕͘ ͘a͕͘ /dz hC wyhwD͕ a/^hb hhbdz͕ /Ih͖ b whbb/bD dIb ^ϴϵΣϰϬΖϭϬ͟ ϭϲϱ͘ϭϭ Cd͖ dIb ^ϴϵΣϯϵΖϮϬ͟ ϴϲ͘ϵϴ Cd͖ dIb bϬϬΣϭϲΖϱϬ͟t ϭϴϱ͘ϳϬ Cd͖ dIb bϴϬΣϰϯΖϬϬ͟ ϯϭϲ͘ϴϭ Cd dh th/bd hC hws t/dI w/h^ hC ϭϯϯϱ͘ϬϬ Cd b Ihw dId w^ bϴϰΣϰϯΖϬϮ͟ ϭϴϱ͘ϵϭ Cd͕ dIb dh dI w/DId >hbD ^/ hws ϭϴϲ͘Ϭϲ Cd dIwh bdw> bD> hC ϬϳΣϱϵΖϬϳ͖͟ dIb ^ϬϬΣϭϲΖϯϬ͟ ϯϬϰ͘ϱϬ Cd dh th/bd hC hws t/dI w/h^ hC ϭϭϰϭ͘ϱϮ Cd b Ihw dId w^ ^ϭϱΣϯϮΖϬϮ͟t ϯϯϬ͘ϵϮ Cd͕ dIb dh dI >Cd >hbD ^/ hws ϯϯϮ͘Ϭϴ Cd dIwh bdw> bD> hC ϭϲΣϰϬΖϬϱ͖͟ dIb ^ϴϵΣϰϯΖϯϬ͟t ϯϯϬ͘ϬϬ Cd͖ bϬϬΣϭϲΖϯϬ͟t ϭϯϮ͘ϬϬ Cd͖ dIb ^ϴϵΣϰϯΖϯϬ͟t ϯϯϬ͘ϬϬ Cd dh th/bd hb dI t^d ^d/hb >/b hC ^/ ^d/hb͖ dIb >hbD ^/ ^d/hb >/b bϬϬΣϭϲΖϯϬ͟t ϮϰϮ͘Ϭϳ Cd dh dI th/bd hC D/bb/bD͕hbd/b/bD ϳ͘ϱϲϵ w^͘ >D> ^w/td/hb hb/bD y/^d/bD hb/bD͗ hb/sw^/dz /^dw/d t ϭͬϰ hw ^ ϯϭ d͘ϲb͕͘ w͘ϰϬ͕͘ ͘a͘ Cb ϯΗ ahb /b t>> t͘>͘^͘ηϯϬϮϬ THOMAS A N D C H A R L O T T E E R I K S O N S 5 t h W UNIVERSITY BLVD b hw͕ ^ ϯϭ d͘ϲb͕͘ w͘ϰϬ͕͘ ͘a͘ JAMES WI N N DELOY AND V I O L A W A R D EDEN APT S L L C MY NOJO L L C ^d/hb >/b ϳ͘ϱϲϵ w^ ϳ͘ϱϲϵ w^ ^ d / h b > / b ^ / ^ h C w / b D Ϯ ϲ ϰ ͘ Ϭ ϰ Ζ t͘h͘͘ CITY OF RE X B U R G Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX General Notes A.This and any other demolition drawings are not intended to be all-inclusive, nor to define the scope of all demolition work required for this project. Demolition drawings are shown only to aid the contractor in preparing his bid and performing the work. Contractor shall examine all contract documents and visit the site during bidding as required to determine the total extent and scope of the demolition portion of this work. All items that are not required to remain shall be of the demolition work whether shown specifically or not. Contractor shall be responsible for all demolition work required to carry out the work as shown in the contract documents. B.The contractor shall verify all existing site conditions prior to bidding. Coordinate all work affecting adjacent properties with the respective property owners prior to any demolition or construction work. Repair and replace all existing items on adjacent properties damaged or affected during construction to the satisfaction of the property owner. C.Contractor shall enclose the entire area of work with a temporary fence throughout construction - coordinate timing & location with the FM Group. D.There is some existing damaged sidewalk on the church site. Inlcude an additional 250 square feet of city siedwalk replacement in the bid. If the actual area required to be replaced is different than 250 square feet, the difference will be adjusted by change order. E.Since the date of the last survey, there has been yard waste and construction debis dumped onto the the site. The contractor is required to remove and dispose of all waste, debris, and excess dirt and rocks. inspect the site prior to the bid to familiarize yourself with the current site conditions. Site Demolition Notes Existing Item Notes EX.01 Existing street paving to remain. EX.02 Existing curb and gutter to remain. EX.03 Existing catch basin to remain. EX.04 Existing asphalt path to remain. EX.05 Existing street sign to remain. EX.06 Existing utility stub or utility line sign. Modify as necessary for new site work. Coordinate any modifications with the city and / or the utility company with jurisdiction or ownership of the stub, utility line, or sign. EX.07 Existing property line. EX.08 Existing fire hydrant to remain. See Site Survey. EX.09 Existing manhole to remain. D.01 Remove area of existing street paving as necessary for utility work. Coordinate extents of required paving removal and replacement with the city's requirements and standards. D.02 Remove section of existing asphalt path for replacement. D.03 Remove area of existing curb and gutter for new drive approach. D.04 Remove area of existing curb and gutter for new curb ramp. Coordinate extent of removal with the city and city curb ramp requirements. D.05 Remove existing curb ramp and adjacent sidewalk. D.06 Remove existing street sign and salvage for reinstallation. Coordinate removal and reinstallation with city requirements. D.07 Remove existing street light and salvage for reinstallation. Coordinate removal and reinstallation with city requirements. D.08 Remove existing electrical box in preparation for new location of road. D.09 Remove existing fence in preparation for new fence. D.10 Remove existing gravel driveway. D.11 Modify existing curb inlet structure for new construction. See Utility Plans. Pr i n t e d : 12 A p r 2 0 2 3 2: 3 1 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 Preliminary - Not for Construction Site Demolition Plan C102Scale:1 Site Demolition Plan - North 1" = 20'-0" 0'10'20'40'80' Ex.03 MA T C H L I N E C 1 0 2 MA T C H L I N E C 1 0 3 Ex.02 Ex.01 Ex.03 Ex.01 Ex.02 Ex.04 D.02 D.03 D.01 D.01 Ex.03 Ex.09 Ex.07 Ex.07 Ex.07 EX.06 D.09 Ex.07 Ex.07Ex.07 D.02 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X General Notes A.This and any other demolition drawings are not intended to be all-inclusive, nor to define the scope of all demolition work required for this project. Demolition drawings are shown only to aid the contractor in preparing his bid and performing the work. Contractor shall examine all contract documents and visit the site during bidding as required to determine the total extent and scope of the demolition portion of this work. All items that are not required to remain shall be of the demolition work whether shown specifically or not. Contractor shall be responsible for all demolition work required to carry out the work as shown in the contract documents. B.The contractor shall verify all existing site conditions prior to bidding. Coordinate all work affecting adjacent properties with the respective property owners prior to any demolition or construction work. Repair and replace all existing items on adjacent properties damaged or affected during construction to the satisfaction of the property owner. C.Contractor shall enclose the entire area of work with a temporary fence throughout construction - coordinate timing & location with the FM Group. D.There is some existing damaged sidewalk on the church site. Inlcude an additional 250 square feet of city siedwalk replacement in the bid. If the actual area required to be replaced is different than 250 square feet, the difference will be adjusted by change order. E.Since the date of the last survey, there has been yard waste and construction debis dumped onto the the site. The contractor is required to remove and dispose of all waste, debris, and excess dirt and rocks. inspect the site prior to the bid to familiarize yourself with the current site conditions. Site Demolition Notes Existing Item Notes EX.01 Existing street paving to remain. EX.02 Existing curb and gutter to remain. EX.03 Existing catch basin to remain. EX.04 Existing asphalt path to remain. EX.05 Existing street sign to remain. EX.06 Existing utility stub or utility line sign. Modify as necessary for new site work. Coordinate any modifications with the city and / or the utility company with jurisdiction or ownership of the stub, utility line, or sign. EX.07 Existing property line. EX.08 Existing fire hydrant to remain. See Site Survey. EX.09 Existing manhole to remain. D.01 Remove area of existing street paving as necessary for utility work. Coordinate extents of required paving removal and replacement with the city's requirements and standards. D.02 Remove section of existing asphalt path for replacement. D.03 Remove area of existing curb and gutter for new drive approach. D.04 Remove area of existing curb and gutter for new curb ramp. Coordinate extent of removal with the city and city curb ramp requirements. D.05 Remove existing curb ramp and adjacent sidewalk. D.06 Remove existing street sign and salvage for reinstallation. Coordinate removal and reinstallation with city requirements. D.07 Remove existing street light and salvage for reinstallation. Coordinate removal and reinstallation with city requirements. D.08 Remove existing electrical box in preparation for new location of road. D.09 Remove existing fence in preparation for new fence. D.10 Remove existing gravel driveway. D.11 Modify existing curb inlet structure for new construction. See Utility Plans. Pr i n t e d : 12 A p r 2 0 2 3 2: 3 2 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 Preliminary - Not for Construction Scale:1 Site Demolition Plan - West 1" = 20'-0" 0'10'20'40'80' MA T C H L I N E C 1 0 2 Site Demolition Plan C103 D.02 Ex.05 Ex.02 D.07 D.08 D.01 D.05 D.04 D.06 D.09 D.09D.09 EX.07 EX.07 EX.07 EX.07 EX.07 EX.07 D.10 D.01 D.01 D.11 Ex.09 Ex.05 Ex.05 Ex.02 Ex.02 Ex.01 Ex.01 Ex.01 Ex.01 Ex.01 EX.06 EX.06 EX.06 EX.06 Ex.09 Ex.03 Ex.03 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX X XX X XXX X X X X X XX X X X X X X X X X X X MA T C H L I N E C 1 1 1 MATCH LINE C111 MA T C H L I N E C 1 1 2 MATCH LINE C112 G . . X X X X X XX X X XX X X X XX X X X X G G EGEGEG EG EG EG EG EG EG EG EG EG ET ET ET ET ET ET ET ET ESD ESD . . General Notes A.This and any other demolition drawings are not intended to be all-inclusive, nor to define the scope of all demolition work required for this project. Demolition drawings are shown only to aid the contractor in preparing his bid and performing the work. Contractor shall examine all contract documents and visit the site during bidding as required to determine the total extent and scope of the demolition portion of this work. All items that are not required to remain shall be of the demolition work whether shown specifically or not. Contractor shall be responsible for all demolition work required to carry out the work as shown in the contract documents. B.The contractor shall verify all existing site conditions prior to bidding. Coordinate all work affecting adjacent properties with the respective property owners prior to any demolition or construction work. Repair and replace all existing items on adjacent properties damaged or affected during construction to the satisfaction of the property owner. C.Contractor shall enclose the entire area of work with a temporary fence throughout construction - coordinate timing & location with the FM Group. D.There is some existing damaged sidewalk on the church site. Inlcude an additional 250 square feet of city siedwalk replacement in the bid. If the actual area required to be replaced is different than 250 square feet, the difference will be adjusted by change order. E.Since the date of the last survey, there has been yard waste and construction debis dumped onto the the site. The contractor is required to remove and dispose of all waste, debris, and excess dirt and rocks. inspect the site prior to the bid to familiarize yourself with the current site conditions. Existing Item Notes EX.01 Existing street paving to remain. EX.02 Existing curb and gutter to remain. EX.03 Existing catch basin to remain. EX.04 Existing asphalt path to remain. EX.05 Existing street sign to remain. EX.06 Existing utility stub or utility line sign. Modify as necessary for new site work. Coordinate any modifications with the city and / or the utility company with jurisdiction or ownership of the stub, utility line, or sign. EX.07 Existing property line. EX.08 Existing fire hydrant to remain. See Site Survey. EX.09 Existing manhole to remain. Site Notes AR.01 New street light per city standards. See Electrical Site Plan. AR.02 New location of salvaged street light. Install per city standards. See Electrical Site Plan. AR.03 New street paving per city standards as required for utility installation. See Grading and Drainage Plans. AR.04 New street paving per city standards. See Grading and Drainage Plans. AR.05 For work and improvements extending to the north and west, including on adjacent property areas, see Grading and Drainage Plans and Utility Plan. Coordinate all work on adjacent properties with the respective property owners and repair all damaged items and landscaping on adjacent properties as noted in the General Notes. AR.06 New concrete curb and gutter per city standards. See Grading and Drainage Plans. AR.07 New concrete sidewalk per city standards. See Grading and Drainage Plans. AR.08 New concrete drive approach per city standards. See civil details. Remove existing sidewalk, curb, and gutter for new drive approach. AR.09 New concrete sidewalk. See A&H/C501. AR.10 New water meter per city standards. See Utility Plan. AR.11 New fire hydrant per city standards. See Utility Plan. AR.12 New 18'-0" pole light. See D/C503 & Electrical Site Plan. AR.13 New asphalt paving - typical. See F/C501. AR.14 New accessible parking sign. See A/C502. AR.15 New accessible access aisle. Paint lines shall be 4" wide, at 45° angle, with 2'-0" spacing. AR.16 New blue & white painted accessible parking symbol - typical. AR.17 New 4" wide painted parking lines - typical. AR.18 New painted access aisle. AR.19 New integral sidewalk, curb, and gutter. See B/C501. See Grading and Drainage Plan for infall / outfall of gutter. AR.20 New concrete curb & gutter - typical. See typical details C501 & infall / outfall notation on the Grading & Drainage Site Plans. AR.21 New concrete control joint. AR.22 New concrete waterway. See civil sheets and detail G/C501 AR.23 New stainless steel bike rack. See M/C501. AR.24 New mechanical enclosure. See A &B/C504 & structural sheets. AR.25 New storage building. See C801. AR.26 New 6'-0" tall masonry dumpster enclosure. See 1 & A/C503. AR.27 New bollard. See B/C502. AR.28 New fire department connection with locking knox plugs - model 3050 or 3043 (verify with fire department). AR.29 New fire alarm control panel location. See A101 and electrical sheets. AR.30 New knox box 3200 series recessed in brick (verify with fire department). AR.31 New 6'-0" tall privacy fence. New 12" wide concrete curb wall under fence. See E/C503. Coordinate top elevation of concrete curb wall with architect. AR.32 End of new fence. AR.33 New gas meter. See plumbing sheets. AR.34 New location of salvaged street sign. See D/C504. Coordinate all reinstallation with city requirements. AR.35 Extend concrete fence apron to back of sidewalk. AR.36 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. AR.37 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. Transition height of curb at gutter along the entire length of the sloped section as shown. AR.38 New concrete mow strip. See K/C501. AR.39 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. Transition height of curb along the entire length of the sloped section as shown. AR.40 New Nyloplast yard drain or clean out box. See Grading & Drainage Site Plans and C/C502. AR.41 4" layers of asphalt over 8" aggregate base in dashed area. AR.42 CT cabinet and Main breaker. See electrical sheets. AR.43 Transition height of curb from full height to even with sidewalk and / or gutter in 5'-0". See E/C501. AR.44 New Storm Drain catch basin, curb inlet box, or other storm drain structure. See civil sheets. AR.45 New concrete curb ramp per city standards. See Grading and Drainage Plans. AR.46 New electrical box per city standards to replace removed box. Pull new electrical wiring as necessary. AR.47 New sewer cleanout. AR.48 New sewer manhole per city and sewer district standards. See Utility Plan. AR.49 New concrete sidewalk to replace asphalt path to city requirements. See Grading and Drainage Plans. AR.50 Pavilion. See pavilion sheets. AR.51 Install owner-furnished drinking fountain. AR.52 Electrical transformer and pad. See electrical sheets. AR.53 Hatched area indicates snow storage area. SITE AREAS MAIN BUILDING 31,338 SF 12.73% STORAGE BUILDING 168 SF 0.07% PAVILION 1,800 SF 1.11% ASPHALT 100,117 SF 40.67% CONCRETE 23,868 SF 9.70% LANDSCAPING 90,683 SF 35.73% TOTAL SITE: 246,174 SF 5.65 ACRES TOTAL PARKING PROVIDED:317 Site Data A.Remove all unconsolidated fill and deleterious materials from the entire site prior to construction. B.In all excavation areas, if bedrock is encountered at elevations that prevent the installation of building elements, utilities, etc., remove the bedrock as necessary to properly install building elements and / or utilities with proper fill and bedding as noted. C.In the area of the main building and mechanical enclosures: Overexcavate the entire footprint and 24" beyond the footings at a 1:1 slope down to the top of bedrock. Install 12" minimum imported structural fill above the bedrock beneath footings. Install imported structural fill up to the base course under the building slab. D.In the area of the storage building: Overexcavate the entire footprint and 24" beyond the footings at a 1:1 slope down to the top of bedrock. Install 12" minimum imported structural fill above the bedrock beneath footings. Install imported structural fill up to the base course under the building slab. E.In the area of the pavilion: Overexcavate for footings to allow 12" of structural fill above the bedrock and for the footings to be installed at frost depth. Overexcavate for the slab as necessary to install 12" minimum structural fill below the base course under the pavilion slab. F.Overexcavate and install 12" minimum structural fill below dumpster footings. G.Install 18" crushed rock base beneath sidewalks at building entries, full width of sidewalk and out to the perimeter sidewalk. H.All crushed rock base shall be 3/4" and shall be compacted by procedural compaction. F.Install 6" aggregate base below all site concrete elements unless otherwise noted. G.At asphalt paving: ·See the Site Details for typical asphalt thickness and base material required below typical asphalt paving. ·At the dumpster enclosure, install 6" asphalt paving over 12" minimum aggregate base over 18" subbase in the area 10 feet in front and full width of the dumpster enclosure. For pad and base inside the dumpster enclosure, see Site Details. L.Excavate and backfill at all test pits from geotechnical investigation. Coordinate locations and depths with geotechnical engineer. M.All structural fill shall be imported. N.Install imported structural fill full depth at all utility trenches. O.All topsoil shall be imported. See Landscape Sheets. P.All compacted soils shall be density tested. Q.On-site native soils may be used as fill only in landscape areas. Overexcavation and Fill Notes TOTAL SNOW STORAGE AREA:10,368 sf TOTAL SNOW STORAGE REQ'D:10,012 sf TOTAL CHAPEL SEATING:334 seats TOTAL PARKING REQ'D:84 stalls PARKING COVERED WITH SNOW STORAGE: 64 stalls PARKING AVAILABLE AT FULL SNOW STORAGE: 253 stalls Snow Storage Table Pr i n t e d : 12 A p r 2 0 2 3 2: 3 0 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 Preliminary - Not for Construction Site Architectural Plan C111Scale:1 Site Architectural Plan - North 1" = 20'-0" 0'10'20'40'80' Scale:2 Keyed Plan Not to Scale C112 2 C112 1 AR.38 C111 1 C111 1 EX.03 AR.35 AR.11 EX.02 EX.01 EX.01 EX.03 AR.04 AR.38 Ex.04AR.35 AR.08 AR.43 AR.43 AR.09 AR.12AR.09AR.12 AR.09 AR.24 AR.12 AR.09 AR.23 AR.13 AR.20 AR.17 AR.20 AR.52 AR.42 AR.12 AR.18 AR.20 AR.19 AR.20 AR.13 AR.20 AR.25 AR.27 AR.27 AR.20 AR.12 AR.19 AR.41 AR.22 AR.12 AR.20 AR.22 AR.13AR.16 AR.51 AR.50 AR.14 AR.14 AR.14 AR.14 AR.12 AR.22 AR.18 AR.43 AR.20AR.26 AR.11 AR.20 AR.20 AR.11 AR.22 AR.12 AR.12 AR.12 AR.12 AR.24 AR.14 AR.14 AR.16 AR.16 AR.15 AR.19 AR.13 AR.17 AR.17 AR.17 AR.17 AR.17 AR.20 AR.20 AR.31 AR.22 AR.24 AR.24 AR.31 AR.31 AR.31 AR.31 AR.12 AR.12 AR.12 AR.24 AR.24 AR.14 AR.14 AR.33 AR.16 AR.16 AR.15 AR.18 AR.21 AR.21 AR.21 AR.21 AR.21 AR.21 AR.40 AR.40 AR.40 AR.40 AR.40 AR.40 AR.40 AR.44 AR.44 AR.44 AR.44 AR.44 AR.44 AR.44 AR.44 Ex.01 EX.05 EX.07 AR.31 AR.43 AR.39 AR.39 AR.37 AR.37 AR.36 AR.37 AR.37 AR.37 AR.37 AR.36 AR.39 AR.43 AR.44 AR.39 AR.43 AR.44 AR.32 AR.32 EX.03 EX.09 AR.01 AR.01 AR.10 AR.48 AR.03 AR.03 AR.48 AR.03 EX.05 AR.49 AR.49 AR.49 AR.44 C503 C1-C3 AR.44 AR.44 AR.44 C502 E AR.44 2 2 AR.53 AR.53 AR.53 AR.53 AR.53 AR.53 AR.53 2 2 2 2 2 2 2 2 AR.30 AR.28 AR.30 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w " S b V >b < g ÑS hÑV c c fg ÑS b V ÑU fc g g Ñg Bc d W Ñc XÑg >V W l S B@ g Ñb c hÑhc ÑW m U W W V Ñ½Ó XX X X X X X XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X MA T C H L I N E C 1 1 1 EPEP XXXX X X X X X X X X X X XXXXXXXXXX X X X X X X X X X X XXX X X MATCH LINE C111 XXX X General Notes A.This and any other demolition drawings are not intended to be all-inclusive, nor to define the scope of all demolition work required for this project. Demolition drawings are shown only to aid the contractor in preparing his bid and performing the work. Contractor shall examine all contract documents and visit the site during bidding as required to determine the total extent and scope of the demolition portion of this work. All items that are not required to remain shall be of the demolition work whether shown specifically or not. Contractor shall be responsible for all demolition work required to carry out the work as shown in the contract documents. B.The contractor shall verify all existing site conditions prior to bidding. Coordinate all work affecting adjacent properties with the respective property owners prior to any demolition or construction work. Repair and replace all existing items on adjacent properties damaged or affected during construction to the satisfaction of the property owner. C.Contractor shall enclose the entire area of work with a temporary fence throughout construction - coordinate timing & location with the FM Group. D.There is some existing damaged sidewalk on the church site. Inlcude an additional 250 square feet of city siedwalk replacement in the bid. If the actual area required to be replaced is different than 250 square feet, the difference will be adjusted by change order. E.Since the date of the last survey, there has been yard waste and construction debis dumped onto the the site. The contractor is required to remove and dispose of all waste, debris, and excess dirt and rocks. inspect the site prior to the bid to familiarize yourself with the current site conditions. Existing Item Notes EX.01 Existing street paving to remain. EX.02 Existing curb and gutter to remain. EX.03 Existing catch basin to remain. EX.04 Existing asphalt path to remain. EX.05 Existing street sign to remain. EX.06 Existing utility stub or utility line sign. Modify as necessary for new site work. Coordinate any modifications with the city and / or the utility company with jurisdiction or ownership of the stub, utility line, or sign. EX.07 Existing property line. EX.08 Existing fire hydrant to remain. See Site Survey. EX.09 Existing manhole to remain. Site Notes AR.01 New street light per city standards. See Electrical Site Plan. AR.02 New location of salvaged street light. Install per city standards. See Electrical Site Plan. AR.03 New street paving per city standards as required for utility installation. See Grading and Drainage Plans. AR.04 New street paving per city standards. See Grading and Drainage Plans. AR.05 For work and improvements extending to the north and west, including on adjacent property areas, see Grading and Drainage Plans and Utility Plan. Coordinate all work on adjacent properties with the respective property owners and repair all damaged items and landscaping on adjacent properties as noted in the General Notes. AR.06 New concrete curb and gutter per city standards. See Grading and Drainage Plans. AR.07 New concrete sidewalk per city standards. See Grading and Drainage Plans. AR.08 New concrete drive approach per city standards. See civil details. Remove existing sidewalk, curb, and gutter for new drive approach. AR.09 New concrete sidewalk. See A&H/C501. AR.10 New water meter per city standards. See Utility Plan. AR.11 New fire hydrant per city standards. See Utility Plan. AR.12 New 18'-0" pole light. See D/C503 & Electrical Site Plan. AR.13 New asphalt paving - typical. See F/C501. AR.14 New accessible parking sign. See A/C502. AR.15 New accessible access aisle. Paint lines shall be 4" wide, at 45° angle, with 2'-0" spacing. AR.16 New blue & white painted accessible parking symbol - typical. AR.17 New 4" wide painted parking lines - typical. AR.18 New painted access aisle. AR.19 New integral sidewalk, curb, and gutter. See B/C501. See Grading and Drainage Plan for infall / outfall of gutter. AR.20 New concrete curb & gutter - typical. See typical details C501 & infall / outfall notation on the Grading & Drainage Site Plans. AR.21 New concrete control joint. AR.22 New concrete waterway. See civil sheets and detail G/C501 AR.23 New stainless steel bike rack. See M/C501. AR.24 New mechanical enclosure. See A &B/C504 & structural sheets. AR.25 New storage building. See C801. AR.26 New 6'-0" tall masonry dumpster enclosure. See 1 & A/C503. AR.27 New bollard. See B/C502. AR.28 New fire department connection with locking knox plugs - model 3050 or 3043 (verify with fire department). AR.29 New fire alarm control panel location. See A101 and electrical sheets. AR.30 New knox box 3200 series recessed in brick (verify with fire department). AR.31 New 6'-0" tall privacy fence. New 12" wide concrete curb wall under fence. See E/C503. Coordinate top elevation of concrete curb wall with architect. AR.32 End of new fence. AR.33 New gas meter. See plumbing sheets. AR.34 New location of salvaged street sign. See D/C504. Coordinate all reinstallation with city requirements. AR.35 Extend concrete fence apron to back of sidewalk. AR.36 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. AR.37 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. Transition height of curb at gutter along the entire length of the sloped section as shown. AR.38 New concrete mow strip. See K/C501. AR.39 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. Transition height of curb along the entire length of the sloped section as shown. AR.40 New Nyloplast yard drain or clean out box. See Grading & Drainage Site Plans and C/C502. AR.41 4" layers of asphalt over 8" aggregate base in dashed area. AR.42 CT cabinet and Main breaker. See electrical sheets. AR.43 Transition height of curb from full height to even with sidewalk and / or gutter in 5'-0". See E/C501. AR.44 New Storm Drain catch basin, curb inlet box, or other storm drain structure. See civil sheets. AR.45 New concrete curb ramp per city standards. See Grading and Drainage Plans. AR.46 New electrical box per city standards to replace removed box. Pull new electrical wiring as necessary. AR.47 New sewer cleanout. AR.48 New sewer manhole per city and sewer district standards. See Utility Plan. AR.49 New concrete sidewalk to replace asphalt path to city requirements. See Grading and Drainage Plans. AR.50 Pavilion. See pavilion sheets. AR.51 Install owner-furnished drinking fountain. AR.52 Electrical transformer and pad. See electrical sheets. AR.53 Hatched area indicates snow storage area. A.Remove all unconsolidated fill and deleterious materials from the entire site prior to construction. B.In all excavation areas, if bedrock is encountered at elevations that prevent the installation of building elements, utilities, etc., remove the bedrock as necessary to properly install building elements and / or utilities with proper fill and bedding as noted. C.In the area of the main building and mechanical enclosures: Overexcavate the entire footprint and 24" beyond the footings at a 1:1 slope down to the top of bedrock. Install 12" minimum imported structural fill above the bedrock beneath footings. Install imported structural fill up to the base course under the building slab. D.In the area of the storage building: Overexcavate the entire footprint and 24" beyond the footings at a 1:1 slope down to the top of bedrock. Install 12" minimum imported structural fill above the bedrock beneath footings. Install imported structural fill up to the base course under the building slab. E.In the area of the pavilion: Overexcavate for footings to allow 12" of structural fill above the bedrock and for the footings to be installed at frost depth. Overexcavate for the slab as necessary to install 12" minimum structural fill below the base course under the pavilion slab. F.Overexcavate and install 12" minimum structural fill below dumpster footings. G.Install 18" crushed rock base beneath sidewalks at building entries, full width of sidewalk and out to the perimeter sidewalk. H.All crushed rock base shall be 3/4" and shall be compacted by procedural compaction. F.Install 6" aggregate base below all site concrete elements unless otherwise noted. G.At asphalt paving: ·See the Site Details for typical asphalt thickness and base material required below typical asphalt paving. ·At the dumpster enclosure, install 6" asphalt paving over 12" minimum aggregate base over 18" subbase in the area 10 feet in front and full width of the dumpster enclosure. For pad and base inside the dumpster enclosure, see Site Details. L.Excavate and backfill at all test pits from geotechnical investigation. Coordinate locations and depths with geotechnical engineer. M.All structural fill shall be imported. N.Install imported structural fill full depth at all utility trenches. O.All topsoil shall be imported. See Landscape Sheets. P.All compacted soils shall be density tested. Q.On-site native soils may be used as fill only in landscape areas. Overexcavation and Fill Notes Pr i n t e d : 12 A p r 2 0 2 3 2: 3 1 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 Preliminary - Not for Construction Site Architectural Plan C112 Scale:1 Site Architectural Plan - West 1" = 20'-0" Scale:2 Site Architectural Plan - South 1" = 20'-0" 0'10'20'40'80' 0'10'20'40'80' AR.13 AR.20 AR.13 AR.17 AR.17 AR.17 AR.17 AR.18 AR.25 AR.42 AR.52 AR.25 AR.27 AR.27 AR.41 AR.26 AR.16 AR.51 AR.14 AR.14 AR.18 AR.43 AR.21 AR.21 AR.08 AR.12 AR.12 AR.12 AR.31 AR.31 Ex.01 Ex.02 EX.05 AR.02 EX.03 AR.21 AR.38 AR.31 AR.31 AR.31 AR.50 EX.06 AR.35 AR.32 AR.44 AR.44 AR.44 AR.44 AR.44 AR.44 AR.32 AR.04 AR.04 AR.04 AR.48 EX.06 AR.20 AR.19AR.09 EX.06 AR.06 AR.06 AR.06 AR.07 AR.07 AR.07 AR.07 AR.45 AR.46 AR.49 AR.49 AR.49 EX.03 AR.05 AR.05 AR.20 AR.48 AR.44 AR.04 AR.32 EX.06 AR.38 AR.35 AR.35 AR.01 EX.06 AR.38 AR.53 AR.53 AR.53 2 2 2 2 2 2 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Typ. X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX X XX X XXX X X X X X XX X X X X X X X X X X X G 14'-9 3/4" 6" 18'-0"26'-0"18'-0"11'-0"18'-0"26'-0"18'-0"6'-6"19'-2 1/2"19'-2 1/2" 6'-6" 18'-0"26'-0"18'-0"18'-0"26'-0"18'-0" 6" 14'-11" 13 ' - 6 " 6" 26 ' - 0 " 18 ' - 0 " 6" 13 ' - 3 " 18 ' - 0 " 28 ' - 6 3 / 4 " 2' - 5 1 / 2 " 53 ' - 1 1 1 / 4 " 2' - 5 1 / 2 " 26 ' - 5 1 / 4 " 2' - 5 1 / 2 " 27 ' - 0 " 5' - 0 " 60 ' - 6 " 5' - 0 " 51 ' - 6 " 9' - 0 " 2' - 5 1 / 2 " Ty p . 9' - 0 " Ty p . 9'-0" Typ. 10 ' - 0 " 6" 26 ' - 0 " 18 ' - 0 " 6' - 6 " 10 ' - 8 " 15 ' - 0 " 6" 18 ' - 0 " 27 ' - 1 0 1 / 2 " 26 ' - 0 " 2' - 5 1 / 2 " 69 ' - 6 " 5' - 0 " 66 ' - 4 " 5' - 0 " 2' - 5 1 / 2 " 27 ' - 1 0 1 / 2 " 18 ' - 0 " 6" 41 ' - 1 1 1 / 4 " 11 ' - 5 " 9' - 0 " 9' - 0 " 15 ' - 6 " 9' - 0 " 9' - 0 " Ty p . Ty p . R6'-0 " R 6 ' - 0 " R5 ' - 0 " T y p . R 6 ' - 0 " R5'- 0 " R 5 ' - 0 " R6'- 0 " R 5 ' - 0 " 67 ' - 0 " 5' - 0 " 60 ' - 6 " 11 ' - 6 1 / 4 " 11 ' - 1 1 3 / 4 " 9' - 0 " 9' - 0 " 15 ' - 6 " 9' - 0 " 9' - 0 " Ty p . 9'-7 1/4" 9'-0"8'-0" 5'-0" 8'-0"9'-0" 9'-7 1/4" Typ. 18 ' - 0 " 6" 24 ' - 0 " 18'-0" 5'-0" 18'-0"9'-0" 12'-7 1/2"9'-0"9'-0" 6" 21'-7" 20 ' - 5 1 / 4 " 22'-11" 20 ' - 1 0 1 / 4 " 5' - 0 " 16 ' - 1 0 " 14 ' - 6 " 14 ' - 9 1 / 2 " 8' - 1 0 1 / 2 " 10 ' - 4 " 5' - 0 " 6' - 1 1 1 / 4 " 18 ' - 7 1 / 2 " 15 ' - 6 " 18 ' - 7 1 / 2 " 2'-1 1/4" Typ. 18 ' - 0 " 6' - 6 " 19 ' - 2 3 / 4 " 2'-1 1/4" 47'-4 1/4" 9'-3 3/4" 22'-2 1/2"21'-6 1/2" 9'-3 1/4" 47'-4 3/4" 2'-1 1/4" 2' - 1 1 / 4 " 59 ' - 3 " 59 ' - 3 " 31 ' - 2 3 / 4 " 5' - 0 " 23 ' - 0 1 / 4 " 18 ' - 7 1 / 2 " 15 ' - 6 " 18 ' - 7 1 / 2 " 51 ' - 4 3 / 4 " 5' - 0 " 1' - 8 " 13 ' - 2 3 / 4 " 6' - 8 " 1'-8" 1'-8" 5' - 0 " 9'-4"9'-4" 9' - 0 " Ty p . 9'-0" Typ. 9' - 0 " Ty p . 9' - 0 " Ty p . 20 ' - 1 1 1 / 2 " 21'-1 3/4" 9' - 0 " 7'-2 1/4" R6 ' - 0 " R6' - 2 1 / 2 " R4'-3 " R4'-3 " R 1 2 ' - 0 " R4'- 3 " 12'-4 1/4" 6"18'-0" 9' - 0 " Ty p . 9'-0" Typ. Typ.Typ. Typ. R 3 ' - 0 " Ty p . R2 ' - 0 " T y p . Ty p . R 2 ' - 0 " R3 ' - 0 " 1' - 1 0 1 / 4 " 1'-10 1/4" Typ. Ty p . 7'-2 1/2" 64 ' - 5 1 / 2 " R 6 ' - 0 " 7' - 7 1 / 2 " R 6 1 ' - 1 1 / 4 " 6'-6"18'-2" 6" 26'-0" 6" 6'-6" 24'-0" 22 ' - 7 " 18'-0" X X X X X X X X X X X X X X X X X X X X X X X X X XXXX . . 1 0 ' - 0 " X X X X X XX X X XX X X X XX X X X X G G . . Pr i n t e d : 12 A p r 2 0 2 3 2: 3 2 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 Preliminary - Not for Construction Site Dimension Plan - North C113Scale:1 Site Dimension Plan - North 1" = 20'-0" 0'10'20'40'80' Scale:2 Keyed Plan Not to Scale C114 2 C114 1 MATCH LINE C113 MATCH LINE C114 MA T C H L I N E C 1 1 3 MA T C H L I N E C 1 1 4 C503 1 C503 1 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w XX X X X X X XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X G 14'-9 3/4" 6" 18'-0"26'-0" 13 ' - 6 " 26 ' - 0 " 18 ' - 0 " 6" 13 ' - 3 " 18 ' - 0 " 28 ' - 6 3 / 4 " 2' - 5 1 / 2 " 53 ' - 1 1 1 / 4 " 2' - 5 1 / 2 " 26 ' - 5 1 / 4 " 2' - 5 1 / 2 " 27 ' - 0 " 5' - 0 " 60 ' - 6 " 5' - 0 " 51 ' - 6 " 9' - 0 " 2' - 5 1 / 2 " Ty p . 9' - 0 " Ty p . 10 ' - 0 " 6" 26 ' - 0 " 18 ' - 0 " 6' - 6 " 10 ' - 8 " R 6 ' - 0 " 6" 21'-7" 20 ' - 5 1 / 4 " 20 ' - 1 1 1 / 2 " 21'-1 3/4" 9' - 0 " 7'-2 1/4" R6 ' - 0 " R6' - 2 1 / 2 " R4'-3 " R4'-3 " R 1 2 ' - 0 " R4'- 3 " 12'-4 1/4" 6"18'-0" 9' - 0 " Ty p . 9'-0" Typ. 39'-5 1/2" 20'-0" 20'-0" 42'-11 1/2"89'-1 3/4" X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 1 0 ' - 0 " 5'-0" Typ. XXXX X X X X X X X X X X XXXXXXXXXX X X X X X X X X X X XXX X X 13 ' - 6 " 6" 18 ' - 0 " 28 ' - 6 3 / 4 " 26 ' - 0 " 9'-7 1/4" 9'-0"8'-0" 5'-0" 8'-0"9'-0" 9'-7 1/4" Typ. 18 ' - 0 " 6" 24 ' - 0 " 18'-0" 5'-0" 18'-0"9'-0" 9'-0"9'-0" 20 ' - 1 1 1 / 2 " 21'-1 3/4" 9' - 0 " 7'-2 1/4" R6 ' - 0 " Typ.Typ. Typ. XXX X Pr i n t e d : 12 A p r 2 0 2 3 2: 3 1 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 Preliminary - Not for Construction Site Dimension Plan - West, South C114 Scale:1 Site Dimension Plan - West 1" = 20'-0" Scale:2 Site Dimension Plan - South 1" = 20'-0" 0'10'20'40'80' 0'10'20'40'80' MA T C H L I N E C 1 1 3 MATCH LINE C113 C503 1 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . X X X X X X X X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CO CO EX TOP OF 12" PIPE TO REMAIN EX TOP OF 18" SD CMP PIPE TO REMAIN EX 24" SD PLASTIC PIPE TO REMAIN EX CB TO REMAIN GRATE=4883.00 INV=4878.31 EX CB TO REMAIN GRATE=4880.92 INV=4878.42 EX SDMH TO REMAIN RIM=4882.26 E INV=4878.60 N INV=4878.47 S INV=4878.42 EX 36" SD PLASTIC PIPE TO REMAIN EX INV:4876.96 EX SDMH TO REMAIN RIM=4873.74 E INV=4869.99 W INV=4869.91 EX INV:4875.25 EX 24" SD CMP PIPE TO REMAIN EX SHOULDER TO REMAIN EX CURB & GUTTER TO REMAIN 48 9 0 48 8 8 489 2 489 4 490 0 48 9 4 489 6 489 8 48 8 0 4880 4880 4876 4 8 7 8 4878 4878 48 8 2 48 8 4 48 8 6 EX G R A V E L D R I V E W A Y EX G R A V E L D R I V E W A Y S89° 40' 10"E 165.11' S89° 39' 20"E 86.98' N80° 43' 00"E 316.81' N0 0 ° 1 6 ' 3 0 " W 24 2 . 0 7 ' S89° 43' 30"W 330.00' N0 0 ° 1 6 ' 5 0 " W 18 5 . 7 0 ' N89° 39' 50"W 2649.26' 87.48 EXIST 87.72 EXIST 2 . 3 % 4.2% 3. 1 % 1. 6 % 83.92 EXIST 83.92 EXIST 83.53 EXIST 83.10 EXIST 82.84 EXIST 82.23 EXIST 81.52 EXIST 78.94 EXIST 80.09 EXIST 2.0% 2.4% 2.7% 2.5% 3.0% 83.81 TBC 83.56 TBC 83.31 TBC 82.59 TBC 81.93 TBC 81.34 TBC 78.90 TBC 77.98 EXIST 2. 7 % 0. 6 % 1. 5 % 1.9% 3.7%1.5% 1.3%1.6% 4.8%1.7% 4. 6 % 4. 6 % 1. 5 % 1. 5 % 3.6% 2. 0 % 2.0% 2.0% 1.9% 1. 9 % 4.8% 3.5 % 4.2% 4.8% 4.0 % 3.9 % 0.5% 1. 8 % 1.8% 1.8% 1.8% 3.3% 3.5% 2. 7 % 2.8% 2 . 2 % 1. 8 % 1.6% 2 . 9 % 1.5% 1.5% 6.4% 4.6% 2.9% 0. 5 % 1. 0 % 2. 2 % 1. 7 % 84.00 EXIST 86.00 EXIST 88.00 EXIST 90.00 EXIST 92.29 EXIST 94.21 EXIST 84.28 EXIST 86.00 EXIST 88.20 EXIST 86.00 EXIST 84.00 EXIST 82.65 TOA 82.29 TOA 3.7%1.1%1. 9 % 1.6% 4.5% 82.46 TBC 82.40 TBC 82.34 TOC 82.46 TOC 82.03 TOC 83.91 TOC 83.66 TOC 83.41 TOC 81.90 TOC 78.50 TOC 78.04 TOC 78.00 EXIST 83.10 TBC 91.00 TBC 90.75 TBC 90.50 TBC 91.58 TBC 92.65 TBC 92.75 TBC 92.85 TBC 93.00 TBC 94.00 TBC 93.70 TBC 93.70 TBC 93.74 TBC 93.25 TOC 93.41 TOC 93.71 TOC 93.55 TOC 94.05 TBC 94.10 TBC 94.20 TBC 94.50 TBC 2 . 2 % 92.50 TBC 92.20 TBC 92.60 TBC 92.60 TBC 85.76 TOC 90.18 TOC 90.45 TBC 90.60 TBC 90.50 TBC 90.48 TBC 90.34 TBC 90.15 TBC 89.75 TBC 88.85 TBC 88.25 TBC 88.75 TBC 88.75 TBC 88.25 TBC 92.10 TBC 92.70 TBC 93.10 TBC 93.90 TOC 93.00 TOC 95.10 TOC 95.42 TOC 95.50 TOC 95.00 FG 93.15 TBC 92.99 TBC 92.75 TBC 92.55 TBC 92.35 TBC 91.75 TBC 91.49 TBC 90.70 TBC 92.83 TBC 92.34 TBC 92.08 TBC 91.30 TBC 93.70 TBC 93.75 TBC 94.10 TOC 94.10 TOC 93.66 TBC 93.58 TBC 93.55 TBC 93.65 TBC 94.22 TOC 95.50 TOC 95.42 TOC 95.50 TOC 95.42 TOC 95.50 TOC 95.42 TOC 95.00 FG 95.00 FG 95.00 FG 95.50 TOC 95.42 TOC 97.75 TOC 98.00 TOC 95.70 TBC 94.65 TOC 95.20 TOC 95.40 TOC 94.90 TOC 95.08 TBC 94.78 TBC 95.26 TOC 93.82 TOA 94.45 TOA 94.90 TOC 95.40 TOC 94.45 TOA 94.78 TBC 95.28 TOC 95.15 TOC 95.05 TOC 94.60 TOC 94.93 TBC 94.10 TOA [ 86 ] [ 8 4 ] [ 8 3 ] SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD NEW SD CATCH BASIN GRATE: 4893.25' IE: 4889.75' NEW SD CURB INLET BOX GRATE: 4890.00' IE: 4887.00' NEW 72 LF 18" HDPE @ 2.55% SLOPE NEW SD CO BOX GRATE: 4890.00' IE: 4884.48' NEW 46 LF 12" HDPE @ 5.82% SLOPE NEW SD CURB INLET BOX GRATE: 4891.84' IE: 4888.34' NEW 118 LF 12" HDPE @ 3.27% SLOPE NEW SD CURB INLET BOX GRATE: 4887.75' IE: 4884.30' NEW 28 LF 12" HDPE @ 0.35% SLOPE NEW SD CURB INLET BOX GRATE: 4887.75' IE: 4884.40' NEW 223 LF 12" HDPE @ 1.16% SLOPE NEW SD CURB INLET BOX GRATE: 4881.84' IE: 4878.84' NEW SD CO BOX SOLID LID: 4888.33' 18" (N): 4882.50' ISOLATER (S): 4880.50' MANIFOLD (E): 4881.50' SD SD SD SD SD SD SD SD SD SD 12" AREA DRAIN GRATE: 4893.75' I.E.: 4890.75' 23 L.F. NEW 8" HDPE @ 16.00% 169 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4894.00' I.E.: 4889.90' 92 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4893.00' I.E.: 4889.44' 0.6% 4.7% 95.42 TOC 1. 7 % 94.80 TOA 0.8%1.1% 1.7 %2.2 % 2. 2 % 2.9% 4. 1 % SECTION LINE SECTION LINE NEW RIGHT-OF-WAY LINE20.00' 20.00' 20.00' SECTION LINE NEW RIGHT-OF-WAY LINE NEW 47 LF 18" HDPE @ 0.35% SLOPE NEW 26 LF 18" HDPE @ 6.90% SLOPE NEW 175 LF 18" PERFORATED HDPE @ 0.50% SLOPE 77.84 EXIST 77.45 EXIST 1.8% 77.87 EXIST 2.5% 2.7% 3. 0 % 1.8 % SD NEW SD CURB DOUBLE INLET BOX GRATE: 4877.00' IE: 4873.50' 78.32 TBC 77.50 TBC REPLACE EXISTING TYPE 8 INLET WITH NEW SD CO BOX SOLID LID: 4877.55' EX IE (W): MATCH EX / APPROX 4872.80' EX IE (E): MATCH EX / APPROX 4872.50' NEW IE (N): MATCH EX IE (W) / 4872.80' 84.20 EXIST 83.60 EXIST 83.30 EXIST 82.90 EXIST 82.30 EXIST 81.30 EXIST 80.50 EXIST 79.60 EXIST 79.20 EXIST 77.80 EXIST NEW 12 LF 18" RCP @ 5.83% SLOPE 1. 9 % ROAD TO BE WIDENED AS SHOWN ROAD TO BE WIDENED AS SHOWN 81.73 TOC 81.39 TOC 79.95 TOC NEW ADA RAMP PER CITY CITY STANDARDS 78.00 TBC 77.85 TBC 79.36 EXIST 79.71 EXIST EX ASPHALT TRAIL TO BE REPLACED WITH NEW CONCRETE TRAIL EX ASPHALT TRAIL TO BE REPLACED WITH NEW CONCRETE TRAIL 79.71 TOC 79.36 TOC 80.32 EXIST 80.32 TOC 81.83 EXIST 81.83 TOC 83.07 EXIST 83.07 TOC 84.34 EXIST 84.34 TOC 85.47 EXIST 85.47 TOC 86.57 EXIST 86.57 TOC 88.62 EXIST 88.62 TOC 91.48 EXIST 91.48 TOC S S S S 167.50' TP B4 EX SURFACE: 4897.75' BEDROCK: 4894.25' TP B1 EX SURFACE: 4891.00' BEDROCK: 4886.50' TP 2 EX SURFACE: 4889.50' BEDROCK: 4885.50' TP 4 EX SURFACE: 4892.50' BEDROCK: 4887.75' TP 5 EX SURFACE: 4894.00' BEDROCK: 4889.75' TP 1 EX SURFACE: 4887.00' BEDROCK: 4882.25' TP 3 EX SURFACE: 4889.00' BEDROCK: 4887.00' TP 7 EX SURFACE: 4893.00' BEDROCK: 4888.25' TP 6 EX SURFACE: 4886.00' BEDROCK: 4881.75' 5 STEPS 92.90 TOC 90.65 TOC 93.10 TOC 93.10 TOC 93.10 TOC NEW SD CURB INLET BOX GRATE: 4891.84' IE: 4888.84' NEW 72 LF 18" HDPE @ 1.26% SLOPE 3.9 % 4.5% NEW SD CATCH BASIN GRATE: 4887.75' IE (E): 4884.75' IE (S): 4885.75' SD SD SD TP 9 EX SURFACE: 4899.50' BEDROCK: 4896.50' SD SD SDNEW 76 LF 12" HDPE @ 0.35% SLOPE 92.34 TBC SD SD SD SD SD SD SD SD SD NEW 12 LF 12" HDPE @ 0.75% SLOPE I.E. = 4878.75' 81.25 FG 78.75 FG 81.25 FG 79.75 FG I.E. = 4879.75' NEW 12 LF 12" HDPE @ 0.75% SLOPE POND BERM / HIGHWATER = 4881.25' POND 100 YR OVERFLOW I.E. = 4879.75' 96.95 TOC 96.85 TOC 96.50 TOC 95.70 TOC 96.60 TOC 4.8% 4.8% 5. 0 % RD 4 STEPS 90.75 TOC 88.00 TOC 2. 7 % GENERAL NOTES: SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557 EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE, UNLESS OTHERWISE NOTED. TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD VERIFIED TO ENSURE ACCURACY. KEYED NOTES: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN. STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH DETAIL, SEE DETAIL 'M', SHEET C521. 12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L", SHEET C521. STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301, FOR TRENCHING DETAIL. ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL. TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL. STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION OF 35,950 C.F. REQUIRED RETENTION = 35,016 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION. LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE. STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID. 6" HDPE PIPE FROM ROOF DRAIN. STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE. 1 3 5 6 SCALE: 1" = NORTH 20' 0 10'20'40'60' 4 8 9 10 11 2 7 COMMON GRADING ABBREVIATIONS: SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS -BFE BASEMENT FLOOR ELEVATION -BW FINISH GRADE AT BOTTOM OF WALL -EX or EXIST EXISTING -EOA EDGE OF ASPHALT -EOC EDGE OF CONCRETE -FFE FINISH FLOOR ELEVATION -FG FINISH GRADE -FL FLOW LINE -GB GRADE BREAK -HP HIGH POINT -LP LOW POINT -NG NATURAL GROUND -SDCB STORM DRAIN CATCH BASIN -SDCO STORM DRAIN CLEANOUT BOX -SDDB STORM DRAIN DRAIN BASIN -SDMH STORM DRAIN MANHOLE -TBC TOP BACK OF CURB -TOA TOP OF ASPHALT -TOC TOP OF CONCRETE -TOG TOP OF GRATE -TOW TOP OF WALL -TW FINISH GRADE AT TOP OF WALL -WW WATERWAY Pr i n t e d : 31 M a r 2 0 2 3 2: 5 6 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 - Pl a n r e - s u b m i t t a l 2 10 9 9 9 8 8 8 8 8 7 7 6 4 4 4 4 4 4 4 4 2 4 3 3 3 12 2 2 2 2 4 12 10 Grading and Drainage Plan C121 4 4 4 4 4 5 11 511 11 5 5 11 11 5 11 5 11 5 5 5 11 11 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXX COCO CO CO EX TOP OF 18" SD CMP PIPE TO REMAIN EX 24" SD PLASTIC PIPE TO REMAIN EX CB TO REMAIN GRATE=4883.00 INV=4878.31 EX SDMH TO REMAIN RIM=4900.31 S INV=4896.13 E INV=4895.97 W INV=4895.87 EX CB TO REMAIN GRATE=4900.59 INV=4897.32 EX SHOULDER TO REMAIN EX CURB & GUTTER TO REMAIN 4 9 0 0 489 2 489 4 4 8 9 6 4 8 9 8 4 9 0 2 4 9 0 4 48 9 4 489 6 EX G R A V E L D R I V E W A Y EX G R A V E L D R I V E W A Y EX 10' ASPHALT PATHWAY TO BE REPLACED N80° 43' 00"E 316.81' L=332.08, R=1141.52 CB=S15° 32' 02"W C=330.915 ∆=016°40'05" L =1 8 6 .0 6 ,R =1 3 3 5 .0 0 C B =N 8 4 °4 3 '0 2 "E C =1 8 5 .9 1 ∆=0 0 7 °5 9 '0 7 " S0 0 ° 1 6 ' 3 0 " E 30 4 . 5 0 ' 87.48 EXIST 87.72 EXIST 96.25 EXIST 96.73 EXIST 2 . 3 % 4.2%3.6% 1 . 2 % 3. 1 % 1. 0 % 1. 6 % 1. 6 % 99.11 EXIST 96.34 EXIST 2. 7 % 0. 6 % 1. 5 % 1.9% 3.6% 2. 3 % 4. 1 % 3.7%1.5% 1.3%1.6% 4.8%1.7% 4. 6 % 4. 6 % 1. 5 % 1. 5 % 0. 7 % 3.6%4.0% 1.6%3.0% 1.9%2.3% 2. 0 % 2. 0 % 2.0% 2.0% 1.9% 1. 9 % 1. 9 % 1.8% 2.0% 2.0% 2. 9 % 4. 5 % 4.8% 4.8% 1.8% 1.8% 1.8% 3.3% 2.8% 2 . 2 % 2.7%2. 3 % 3.1 % 1. 8 % 1.6% 1. 5 % 2 . 9 % 3.0 % 3.4 % 3.5 % 3.6 % 3.5% 3.8% 3.7% 3.3% 3.9% 3.8% 1.4% 2. 8 % 3 . 2 % 7. 9 % 1.5% 6.4% 5.4% 7.6% 9.1% 14.5% 10.9% 11.7% 8.4% 10.0 % 2 1 . 9 % 15.4 % 3 0 . 6 % 4.6% 94.21 EXIST 1.06 EXIST 2.00 EXIST 3.79 EXIST 2.72 EXIST 2.00 EXIST 0.50 EXIST 2.00 EXIST 4.00 EXIST 4.5% 3. 1 % 94.00 TBC 93.70 TBC 93.70 TBC 93.74 TBC 93.25 TOC 93.41 TOC 93.71 TOC 93.55 TOC 94.05 TBC 94.10 TBC 94.20 TBC 94.50 TBC 2 . 2 % 92.50 TBC 92.20 TBC 92.60 TBC 92.60 TBC 92.10 TBC 92.70 TBC 93.10 TBC 93.90 TOC 93.00 TOC 95.10 TOC 95.35 TOC 97.27 TOC 95.42 TOC 95.50 TOC 95.50 TOC 95.42 TOC 95.00 FG 95.00 FG95.00 FG 93.15 TBC 92.99 TBC 92.75 TBC 92.55 TBC 92.35 TBC 91.75 TBC 91.49 TBC 90.70 TBC 92.83 TBC 92.34 TBC 92.08 TBC 91.30 TBC 93.70 TBC 93.75 TBC 94.10 TOC 94.10 TOC 93.66 TBC 93.58 TBC 93.55 TBC 93.65 TBC 94.22 TOC 95.50 TOC 95.42 TOC 95.50 TOC 95.42 TOC 95.50 TOC 95.42 TOC 95.00 FG 95.00 FG 95.00 FG 95.00 FG 95.00 FG 95.00 FG 95.50 TOC 95.42 TOC 95.50 TOC 95.50 TOC 95.42 TOC 95.50 TOC 95.42 TOC 97.75 TOC 98.00 TOC 97.75 TOC 95.70 TBC 95.75 TBC 0.29 TBC 94.65 TOC 95.20 TOC 95.40 TOC 94.90 TOC 95.08 TBC 94.78 TBC 95.26 TOC 93.82 TOA 94.45 TOA 94.90 TOC 95.40 TOC 94.45 TOA 94.78 TBC 95.28 TOC 95.15 TOC 95.05 TOC 94.60 TOC 94.65 TOC 95.35 TOC 97.05 TOC 94.93 TBC 95.03 TBC 94.53 TOC 94.10 TOA 94.25 TOA 97.05 TOC 97.05 TOC 96.35 TBC 96.35 TBC 96.70 TBC 96.82 TBC 96.94 TBC 96.94 TBC 94.95 TOC 94.83 TBC 98.15 TBC 97.36 TBC 97.14 TBC 96.39 TBC 96.18 TBC 96.00 TBC 96.51 TBC 96.71 TBC 97.30 TBC 97.60 TBC 97.02 TBC 96.83 TBC 96.34 TBC 96.51 TBC 96.73 TBC 97.48 TBC 97.69 TBC 98.50 TBC 0.04 TBC 0.04 TBC 0.39 TBC 98.54 TBC 0.25 TBC 99.65 TBC 99.65 TBC 99.90 TBC 98.35 TBC 98.05 TBC 97.85 TBC 97.24 TBC 99.00 TOC 96.65 TOC 96.90 TBC 97.15 TOC 95.03 TOC 95.15 TOC 95.65 TOC 95.53 TOC 94.80 TOA [ 4 ] [ 2 ] [ 9 9 ] [ 9 8 ] [ 9 9 ] [ 9 7 ] [ 9 7 ] NEW SD CURB INLET BOX GRATE: 4896.34' IE: 4892.84' SD SD NEW SD CATCH BASIN GRATE: 4893.90' IE: 4890.40' NEW 53 LF 12" HDPE @ 4.60% SLOPESD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD NEW SD CURB INLET BOX GRATE: 4897.19' IE: 4893.69' NEW 99 LF 12" HDPE @ 0.86% SLOPE NEW 141 LF 12" HDPE @ 0.35% SLOPE NEW SD CATCH BASIN GRATE: 4893.25' IE: 4889.75' NEW 176 LF 12" HDPE @ 2.93% SLOPE NEW 72 LF 18" HDPE @ 2.55% SLOPE NEW SD CO BOX GRATE: 4890.00' IE: 4884.48' NEW SD CURB INLET BOX GRATE: 4891.84' IE: 4888.34' NEW 118 LF 12" HDPE @ 3.27% SLOPE 12" AREA DRAIN GRATE: 4894.50' I.E.: 4890.21' SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 12" AREA DRAIN GRATE: 4894.50' I.E.: 4890.68' 94 L.F. NEW 8" HDPE @ 0.50% 80 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4894.50' I.E.: 4891.08' 83 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4894.50' I.E.: 4891.50' 12" AREA DRAIN GRATE: 4893.75' I.E.: 4890.75' 23 L.F. NEW 8" HDPE @ 16.00% 169 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4894.00' I.E.: 4889.90' 92 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4893.00' I.E.: 4889.44' 96.40 TOA 0.6% 4.7% 95.42 TOC 95.00 TOC 95.45 TOC 94.50 TOA 2. 5 % 0. 9 % 94.88 TOC 95.33 TBC 1.9% 1. 9 % 1. 1 % 2. 0 % 2.0 % 2.0% 2.0% 93.70 TBC 1. 4 % 1. 6 % 1. 7 % 3.2 % 3.8% 1. 5 % 95.42 TOC 3.6% 95.15 TOC 3 0 . 8 % 1 . 8 % 1. 7 % 1. 6 % 95.05 TOA 94.80 TOA 2.3%0.8%1.1% 1.7 %2.2 % 2. 2 % 2.9% NEW 47 LF 18" HDPE @ 0.35% SLOPE EX ASPHALT TRAIL TO BE REPLACED WITH NEW CONCRETE TRAIL EX ASPHALT TRAIL TO BE REPLACED WITH NEW CONCRETE TRAIL 85.47 EXIST 85.47 TOC 86.57 EXIST 86.57 TOC 88.62 EXIST 88.62 TOC 91.48 EXIST 91.48 TOC 93.54 EXIST 93.54 TOC 95.15 EXIST 95.15 TOC 97.17 EXIST 97.17 TOC 99.21 EXIST 99.21 TOC 5.04 TOC S S CURB AND GUTTER TO BE REPLACED @ NEW DRIVE APPROACH 6.33 EXIST 6.33 TOC END OF NEW CONCRETE TRAIL 23.26' TP 14 EX SURFACE: 4901.50' BEDROCK: 4897.50' TP 15 EX SURFACE: 4898.00' BEDROCK: 4894.50' TP B2 EX SURFACE: 4894.00' BEDROCK: 4888.85' TP 13 EX SURFACE: 4897.50' BEDROCK: 4891.00' TP 12 EX SURFACE: 4901.50' BEDROCK: 4895.35' TP B5 EX SURFACE: 4900.50' BEDROCK: 4896.00' TP B3 EX SURFACE: 4895.50' BEDROCK: 4891.00' TP B4 EX SURFACE: 4897.75' BEDROCK: 4894.25' TP B1 EX SURFACE: 4891.00' BEDROCK: 4886.50' TP 2 EX SURFACE: 4889.50' BEDROCK: 4885.50' TP 4 EX SURFACE: 4892.50' BEDROCK: 4887.75' TP 5 EX SURFACE: 4894.00' BEDROCK: 4889.75' EX SURFACE: 4887.00' BEDROCK: 4882.25' EX SURFACE: 4889.00' BEDROCK: 4887.00' 3.6% 5.4% 96.85 TBC 97.80 TBC 3.1 % 97.54 TBC 5 STEPS 92.90 TOC 90.65 TOC NEW SD CURB INLET BOX NEW 72 LF 18" HDPE @ 1.26% SLOPE 4.5% 94.00 TOA NEW SD CATCH BASIN GRATE: 4887.75' IE (E): 4884.75' IE (S): 4885.75' SD SD SD SD SD SD SD 20 L.F. NEW 8" HDPE @ 6.25% I.E.= 4888.96' SD SD SDNEW 76 LF 12" HDPE @ 0.35% SLOPE 92.34 TBC 97.65 TOC96.95 TOC 96.85 TOC 96.50 TOC 95.70 TOC 95.80 TOC96.60 TOC 4.8% 4.8% 5. 0 % 4.5% 0 . 9 % 98.50 TBC NEW SD CATCH BASIN GRATE: 4896.30' IE: 4889.90' NEW SD CURB INLET BOX GRATE: 4896.65' IE: 4893.00' S D S DNEW 57 LF 12" HDPE @ 5.44% SLOPE 0 . 7 % RD RD 4 STEPS 90.75 TOC 88.00 TOC 2. 7 % CB 0.50 EXIST 1.00 EXIST 99.64 EXIST 0.50 FG 0.50 FG 0.50 FG GENERAL NOTES: SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557 EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE, UNLESS OTHERWISE NOTED. TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD VERIFIED TO ENSURE ACCURACY. KEYED NOTES: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN. STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH DETAIL, SEE DETAIL 'M', SHEET C521. 12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L", SHEET C521. STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301, FOR TRENCHING DETAIL. ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL. TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL. STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION OF 38,892 C.F. REQUIRED RETENTION = 37,896 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION. TO INCLUDE INSPECTION PORT. LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE. STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID. 6" HDPE PIPE FROM ROOF DRAIN. STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE. 1 3 5 6 4 8 9 10 11 2 7 COMMON GRADING ABBREVIATIONS: SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS -BFE BASEMENT FLOOR ELEVATION -BW FINISH GRADE AT BOTTOM OF WALL -EX or EXIST EXISTING -EOA EDGE OF ASPHALT -EOC EDGE OF CONCRETE -FFE FINISH FLOOR ELEVATION -FG FINISH GRADE -FL FLOW LINE -GB GRADE BREAK -HP HIGH POINT -LP LOW POINT -NG NATURAL GROUND -SDCB STORM DRAIN CATCH BASIN -SDCO STORM DRAIN CLEANOUT BOX -SDDB STORM DRAIN DRAIN BASIN -SDMH STORM DRAIN MANHOLE -TBC TOP BACK OF CURB -TOA TOP OF ASPHALT -TOC TOP OF CONCRETE -TOG TOP OF GRATE -TOW TOP OF WALL -TW FINISH GRADE AT TOP OF WALL -WW WATERWAY Pr i n t e d : 31 M a r 2 0 2 3 2: 5 6 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 - Pl a n r e - s u b m i t t a l 2 8 9 9 9 9 9 9 9 8 8 8 8 8 8 8 6 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 2 12 12 2 2 12 Grading and Drainage Plan C122 SCALE: 1" = NORTH 20' 0 10'20'40'60' 4 12 4 2 5 11 511 11 5 5 11 11 5 11 5 11 5 5 5 11 11 5 5 5 5 5 5 5 5 5 11 11 11 11 11 11 1111 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX CO CO 48 9 0 48 8 8 489 2 490 0 48 9 4 489 6 489 8 490 2 4904 4906 490 8 S0 0 ° 1 6 ' 3 0 " E 26 1 8 . 1 1 ' N0 0 ° 1 6 ' 3 0 " W 24 2 . 0 7 ' S89° 43' 30"W 330.00' N0 0 ° 1 6 ' 3 0 " W 13 2 . 0 0 ' S89° 43' 30"W 330.00' L=332.08, R=1141.52 CB=S15° 32' 02"W C=330.915 ∆=016°40'05" 84.71 EXIST 83.92 EXIST 83.92 EXIST 83.53 EXIST 83.10 EXIST 82.84 EXIST 82.23 EXIST 2.0% 2.4% 2.7% 3.0% 83.81 TBC 83.56 TBC 83.31 TBC 82.59 TBC 81.93 TBC 1. 5 % 1.9% 3.6% 2. 3 % 4. 6 % 1. 5 % 1. 5 % 0. 7 % 3.6%4.0% 1.9% 1. 9 % 1. 9 % 1.8%4.0 % 3.9 % 0.5% 1. 8 % 1.8% 3.3% 3.5% 2. 7 % 2.8% 2 . 2 % 2. 7 % 2. 3 % 3.1 % 1. 8 % 1.6% 1. 5 % 2 . 9 % 3.0 % 3.4 % 7. 9 % 1.5% 1.5% 1.5% 1.5% 8 . 1 % 1 2 . 5 % 20.6% 3. 0 % 10.0 % 2 1 . 9 % 15.4 % 3 0 . 6 % 15.7% 2.9% 0. 5 % 1. 0 % 1. 7 % 84.00 EXIST 86.00 EXIST 88.00 EXIST 90.00 EXIST 92.29 EXIST 94.21 EXIST 96.00 EXIST 98.00 EXIST 98.76 EXIST 2.00 EXIST 4.00 EXIST 6.00 EXIST 7.07 EXIST 6.00 EXIST 4.00 EXIST 2.00 EXIST 1.06 EXIST 2.00 EXIST 3.79 EXIST 82.65 TOA 82.29 TOA 3.7%1.1%1. 9 % 1.6% 4.5% 3. 1 % 82.46 TBC 82.40 TBC 82.34 TOC 82.03 TOC 83.91 TOC 83.66 TOC 83.41 TOC 83.10 TBC 91.00 TBC 90.75 TBC 90.50 TBC 91.58 TBC 92.65 TBC 92.75 TBC 92.85 TBC 93.00 TBC 94.00 TBC 93.70 TBC 93.70 TBC 93.74 TBC 93.25 TOC 93.41 TOC 93.71 TOC 93.55 TOC 94.05 TBC 94.10 TBC 94.20 TBC 94.50 TBC 2 . 2 % 92.50 TBC 92.20 TBC 92.60 TBC 92.60 TBC 85.76 TOC 90.18 TOC 90.45 TBC 90.60 TBC 90.50 TBC 90.48 TBC TBC 93.15 TBC 92.99 TBC 92.75 TBC 92.55 TBC 93.70 TBC 93.75 TBC 94.10 TOC 94.10 TOC 93.66 TBC 93.58 TBC 93.55 TBC 93.65 TBC 94.22 TOC 95.00 FG 95.00 FG 95.00 FG 95.50 TOC 95.42 TOC 95.50 TOC 97.75 TOC 98.00 TOC 97.75 TOC 97.75 TOC 98.00 TOC 97.75 TOC 95.70 TBC 95.75 TBC 0.29 TBC 94.90 TOC 95.40 TOC 94.45 TOA 95.28 TOC 95.15 TOC 95.05 TOC 94.60 TOC 94.65 TOC 95.35 TOC 97.05 TOC 94.93 TBC 95.03 TBC 94.53 TOC 94.10 TOA 94.25 TOA 97.05 TOC 97.05 TOC 96.35 TBC 96.35 TBC 96.70 TBC 96.82 TBC 96.94 TBC 96.94 TBC 98.15 TBC 97.36 TBC 97.14 TBC 97.48 TBC 97.69 TBC 98.50 TBC 0.04 TBC 0.04 TBC 0.39 TBC [ 9 9 ] [ 9 7 ] [ 8 4 ] [ 8 3 ] [ 9 7 ] [ 98 ] [ 9 8 ] [ 0 ] [ 5 ] [ 5 ] [ 1 ] [ 0 ] SD SD SD SD SD SD SD SD SD SD NEW SD CURB INLET BOX GRATE: 4897.19' IE: 4893.69' NEW 99 LF 12" HDPE @ 0.86% SLOPE NEW SD CATCH BASIN GRATE: 4893.25' IE: 4889.75' NEW SD CURB INLET BOX GRATE: 4890.00' IE: 4887.00' NEW 72 LF 18" HDPE @ 2.55% SLOPE NEW 46 LF 12" HDPE @ 5.82% SLOPE SD SD SD SD SD SD 83 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4894.50' I.E.: 4891.50' 12" AREA DRAIN GRATE: 4893.75' I.E.: 4890.75' 169 L.F. NEW 8" HDPE @ 0.50% 2.0% 2.0% 1. 7 % 3.2 % 1. 5 % 95.42 TOC 3.6% 95.15 TOC 3 0 . 8 % 1 . 8 % 1. 7 % 1. 6 % 95.05 TOA 94.80 TOA 2.3%0.8%1.1% 1.7 %2.2 % 2. 2 % 2.9% 4. 1 % SECTION LINE NEW RIGHT-OF-WAY LINE20.00' 20.00' SECTION LINE NEW RIGHT-OF-WAY LINE NEW 175 LF 18" PERFORATED HDPE @ 0.50% SLOPE 2.5% 1. 9 % S NEW 430 L.F. 8" WATER LINE TAPER NEW ASPHALT BACK TO EXISTING ASPHALT END OF NEW SIDEWALK END OF NEW CURB & GUTTER 167.50' TP 13 EX SURFACE: 4897.50' BEDROCK: 4891.00' TP 12 EX SURFACE: 4901.50' BEDROCK: 4895.35' TP B5 EX SURFACE: 4900.50' BEDROCK: 4896.00' TP B3 EX SURFACE: 4895.50' BEDROCK: 4891.00' TP B4 EX SURFACE: 4897.75' BEDROCK: 4894.25' TP 4 EX SURFACE: 4892.50' BEDROCK: 4887.75' TP 5 EX SURFACE: 4894.00' BEDROCK: 4889.75' TP 3 EX SURFACE: 4889.00' BEDROCK: 4887.00' TP 7 EX SURFACE: 4893.00' BEDROCK: 4888.25' TP 6 EX SURFACE: 4886.00' BEDROCK: 4881.75' 3.1 % 97.54 TBC93.10 TOC 93.10 TOC 93.10 TOC NEW SD CURB INLET BOX GRATE: 4891.84' IE: 4888.84' NEW 72 LF 18" HDPE @ 1.26% SLOPE TP 11 EX SURFACE: 4907.25' BEDROCK: 4904.00' TP 10 EX SURFACE: 4904.00' BEDROCK: 4899.50' TP 8 EX SURFACE: 4901.00' BEDROCK: 4897.50' TP 9 EX SURFACE: 4899.50' BEDROCK: 4896.50' 92.34 TBC SD SD SD SD SD SD SD NEW 12 LF 12" HDPE @ 0.75% SLOPE I.E. = 4878.75' 81.25 FG 78.75 FG 81.25 FG FG NEW 12 LF 12" HDPE @ 0.75% SLOPE I.E. = 4879.75' 97.65 TOC96.95 TOC 96.85 TOC 96.50 TOC 95.70 TOC 95.80 TOC96.60 TOC 4.8% 4.8% 5. 0 % RD RD CB NEW 55 L.F. 8" WATER PLUG END FOR FUTURE CONNECTION GENERAL NOTES: SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557 EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE, UNLESS OTHERWISE NOTED. TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD VERIFIED TO ENSURE ACCURACY. COMMON GRADING ABBREVIATIONS: SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS -BFE BASEMENT FLOOR ELEVATION -BW FINISH GRADE AT BOTTOM OF WALL -EX or EXIST EXISTING -EOA EDGE OF ASPHALT -EOC EDGE OF CONCRETE -FFE FINISH FLOOR ELEVATION -FG FINISH GRADE -FL FLOW LINE -GB GRADE BREAK -HP HIGH POINT -LP LOW POINT -NG NATURAL GROUND -SDCB STORM DRAIN CATCH BASIN -SDCO STORM DRAIN CLEANOUT BOX -SDDB STORM DRAIN DRAIN BASIN -SDMH STORM DRAIN MANHOLE -TBC TOP BACK OF CURB -TOA TOP OF ASPHALT -TOC TOP OF CONCRETE -TOG TOP OF GRATE -TOW TOP OF WALL -TW FINISH GRADE AT TOP OF WALL -WW WATERWAY Pr i n t e d : 31 M a r 2 0 2 3 3: 0 1 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 - Pl a n r e - s u b m i t t a l 2 8 10 9 9 8 4 4 4 4 4 4 3 3 2 12 2 Grading and Drainage Plan C123 SCALE: 1" = NORTH 20' 0 10'20'40'60' KEYED NOTES: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN. STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH DETAIL, SEE DETAIL 'M', SHEET C521. 12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L", SHEET C521. STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301, FOR TRENCHING DETAIL. ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL. TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL. STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION OF 38,892 C.F. REQUIRED RETENTION = 37,896 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION. TO INCLUDE INSPECTION PORT. LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE. STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID. 6" HDPE PIPE FROM ROOF DRAIN. STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE. 1 3 5 6 4 8 9 10 11 2 7 12 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GM G G G S S S S S S S S COCO CO CO WM S S S S S S W W W W W W F W W W W W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W EX SHOULDER TO REMAINEX SHOULDER TO REMAIN EX G R A V E L D R I V E W A Y EX G R A V E L D R I V E W A Y EX 10' ASPHALT PATHWAY TO BE REPLACED S89° 40' 10"E 165.11' S89° 39' 20"E 86.98' N80° 43' 00"E 316.81' N0 0 ° 1 6 ' 3 0 " W 24 2 . 0 7 ' S89° 43' 30"W 330.00' N0 0 ° 1 6 ' 3 0 " W 13 2 . 0 0 ' S89° 43' 30"W 330.00' L=332.08, R=1141.52 CB=S15° 32' 02"W C=330.915 ∆=016°40'05" L =1 8 6 .0 6 ,R =1 3 3 5 .0 0 C B =N 8 4 °4 3 '0 2 "E C =1 8 5 .9 1 ∆=0 0 7 °5 9 '0 7 " N0 0 ° 1 6 ' 5 0 " W 18 5 . 7 0 ' S0 0 ° 1 6 ' 3 0 " E 30 4 . 5 0 ' SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S SD EX SSMH 13 4.0' Ø RIM = 4874.67' IE (E) = 4862.87' EX SSMH 12 EX 12" PVC EX 12" PVC 120' @ 1.04% EX PLUGGED END IE = 4864.12' S 8.00' S S S S S S S S S S S S S S S S S NEW SSMH 5' Ø RIM = 4876.14' IE (S) = 4863.98' IE (W) = MATCH EX / 4863.78' NEW SSMH 4' Ø RIM = 4877.38' IE (N) = 4864.58' IE (S) = 4864.78' IE (E) = 4864.78' NEW 8" PVC SEWER MAIN 79' @ 0.75% NEW SSMH 4' Ø RIM = 4883.55' IE (N) = 4872.55' IE (S) = 4872.75' NEW 8" PVC SEWER MAIN 400' @ 1.94% NEW SSMH 4' Ø RIM = 4887.85' IE (W) = 4876.35' IE (E) = 4876.55' NEW 10" PVC SEWER MAIN 400' @ 2.89% NEW SSMH 4' Ø RIM = 4903.25' IE (W) = 4892.25' NEW 10" PVC SEWER MAIN 306' @ 5.13% NEW 6" WYE TIE-IN EX PLUGGED END EX 12" WATER LINE EX 12" WATER LINE EX 12" WATER LINE STUB FOR TIE ON W W W W W W W W W W W W W W W 45° BEND 45° BEND TIE ON TO EX STUBBED END NEW 38 L.F. 12" WATER LINE NEW 38 L.F. 12" WATER LINE 12" x 8" REDUCER NEW 430 L.F. 8" WATER LINE S TIE ON TO EX STUBBED END NEW 732 L.F. 12" WATER LINE CAP END FOR FUTURE CONNECTION SD SD SD SD SD SD SD SD SD SD SD S D CB CB CB CB 16.11' 10.87' NEW 8" PVC SEWER MAIN 25' @ 1.50% STUBBED TO END OF PAVEMENT AS REQUIRED BY CITY PLUG END FOR FUTURE CONNECTION IE = 4873.13' NEW 55 L.F. 8" WATER LINE STUBBED TO END OF PAVEMENT AS REQUIRED BY CITY PLUG END FOR FUTURE CONNECTION NEW 30 L.F. 8" CLASS 50 DI PIPE WATER LINE IN THE RIGHT-OF-WAY AS REQUIRED BY CITY NEW 83 L.F. 8" CLASS 50 DI PIPE WATER LINE IN THE RIGHT-OF-WAY AS REQUIRED BY CITY SCALE: 1" = NORTH 30' 0 15'30'60'90' 1 2 7 9 11 12 14 GENERAL NOTES: CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL DRAWINGS. ALL NEW WATER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS & SPECIFICATIONS. ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS & SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND OTHER UTILITIES BEFORE STAKING OR CONSTRUCTING ANY SEWER LINES. MAINTAIN A MINIMUM OF 5 FEET OF COVER ON ALL WATER LINES. CONTRACTOR IS TO COORDINATE LOCATIONS OF NEW TELEPHONE SERVICE TO BUILDING WITH CENTURY LINK. A PVC CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE IS REQUIRED FOR SERVICE THROUGH PROPERTY, COORDINATE SIZES AND LOCATION WITH CENTURY LINK. CONTRACTOR IS TO SUBMIT SITE PLAN TO DOMINION ENERGY FOR DESIGN OF GAS LINE SERVICE TO BUILDING. CONTRACTOR TO COORDINATE WITH DOMINION ENERGY FOR CONTRACTOR LIMITS OF WORK VERSUS DOMINION ENERGY LIMITS. LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. CONTRACTOR IS TO VERIFY CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO REMAIN. TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD VERIFIED TO ENSURE ACCURACY. KEYED NOTES: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: ASPHALT T-PATCH / REPAIR PER CITY STANDARD DETAIL. INSTALL NEW FIRE HYDRANT PER ANSI/AWWA STANDARD DETAIL. CONNECT NEW 2" POLY PIPE WATER SERVICE LINE TO NEW 12" MAIN LINE AND INSTALL NEW 2" CULINARY METER, PER ANSI/AWWA STANDARDS AND SPECIFICATIONS. 6" PVC SDR-35 SANITARY SEWER LATERAL @ 1.00% MINIMUM SLOPE, INCLUDING NEW CLEANOUTS PER EAGLE MOUNTAIN STANDARDS AND SPECIFICATIONS. CONNECT TO EXISTING 6" SEWER LATERAL STUB. LATERAL PER ANSI/AWW STANDARD. APPROXIMATE LOCATION OF NEW NATURAL GAS LINE. CONTRACTOR TO COORDINATE SIZE, DESIGN AND INSTALLATION BY INTERMOUNTAIN GAS WITH OTHER CONSTRUCTION. APPROXIMATE LOCATION OF NEW NATURAL GAS METER(S). CONTRACTOR TO COORDINATE SIZE, DESIGN AND INSTALLATION WITH INTERMOUNTAIN GAS AND WITH MECHANICAL PLANS. UNDERGROUND CABLE AND POWER LINES. CONTRACTOR TO COORDINATE WITH COMCAST AND ROCKY MOUNTAIN POWER. SEE ELECTRICAL SITE PLAN FOR POWER CONNECTIONS. TELEPHONE LINE. CONTRACTOR TO PROVIDE TRENCHING 30" DEEP X 24" WIDE THEN BACKFILL AS REQUIRED. SEE ELECTRICAL SITE PLAN FOR COMMUNICATIONS CONNECTIONS. INSTALL 2" STOP AND WASTE FOR IRRIGATION, CONNECT TO NEW 2" WATER LATERAL PER ANSI/AWWA STANDARDS AND SPECIFICATIONS. SEE LANDSCAPE PLANS SHEET L521 DETAIL "K". NEW 6" FIRE SERVICE WATER LINE TO BUILDING PER ANSI/AWWA STANDARDS AND SPECIFICATIONS. 3/4" POLY PIPE WATER LINE FROM PROPOSED BUILDING TO THE PAVILION DRINKING FOUNTAIN. SEE PLUMBING PLANS FOR COORDINATION AND FOR DETAILS. SEWER CLEANOUT AND 6" PVC SEWER LINE FOR USE IN CLEARING SEWER LINES WITHIN THE BUILDING FROM OUTSIDE (TYPICAL CHURCH DESIGN) SEE STANDARD CHURCH DETAIL 'C' SHEET C5.01. 2" POLY PIPE WATER SERVICE LINE, PER ANSI/AWWA STANDARD, DETAIL '541'. NEW 8" PVC C-900 FIRE SERVICE WATER MAIN LOOP PER ANSI/AWWA STANDARDS AND SPECIFICATIONS. 8" CLASS 50 DI PIPE WATER MAIN LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING. 12" CLASS 50 DI PIPE WATER MAIN LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING. CONNECT NEW 12" PVC C-900 WATER LINE TO EXISTING 12" WATER MAIN, PER GOVERNING BODY STANDARDS AND SPECIFICATIONS. STUB ON NEW 1" WATER SERVICE LINE, PER CITY OF REXBURG STANDARDS. 4' DIAMETER SANITARY SEWER MANHOLE, PER CITY OF REXBURG STANDARDS. 5' DIAMETER SANITARY SEWER MANHOLE, PER CITY OF REXBURG STANDARDS. 8" PVC SDR-35 SANITARY SEWER LINE, INCLUDING ALL FITTINGS, CITY OF REXBURG STANDARDS. 10" PVC SDR-35 SANITARY SEWER LINE, INCLUDING ALL FITTINGS, CITY OF REXBURG STANDARDS. STUB ON NEW 4" PVC SDR-35 SANITARY SEWER LATERAL, INCLUDING ALL FITTINGS, PER CITY OF REXBURG STANDARDS. LOCATION OF NEW FIBER CONDUIT AND DISTRIBUTION BOXES, TO BE INSTALLED PER CITY STANDARD AND SPECIFICATIONS. 6 5 4 3 10 8 13 2 2 2 3 13 4 4 5 5 6 7 8 10 11 11 11 12 12 12 12 14 14 14 14 13 Pr i n t e d : 31 M a r 2 0 2 3 2: 5 6 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 - Pl a n r e - s u b m i t t a l 2 Site Utility Plan C151 2 15 16 17 18 19 20 21 22 23 23 18 22 22 21 21 20 19 19 19 17 17 16 16 16 15 1 1 1 1 1 9 24 24 24 24 24 24 24 24 24 21 2 15 15 15 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S S S S COCO CO CO S S S S S S W W W W W W F W W W W W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W EX SHOULDER TO REMAINEX SHOULDER TO REMAIN 48 9 0 4 9 0 0 48 8 8 489 2 489 4 4 8 9 6 4 8 9 8 4 9 0 2 4 9 0 4 4 9 0 6 490 0 4910 48 9 4 489 6 489 8 490 2 4904 4906 490 8 48 8 0 4880 4880 4876 4 8 7 8 4878 4878 48 8 2 48 8 4 48 8 6 EX G R A V E L D R I V E W A Y EX G R A V E L D R I V E W A Y EX 10' ASPHALT PATHWAY TO BE REPLACED S89° 40' 10"E 165.11' S89° 39' 20"E 86.98' N80° 43' 00"E 316.81' N0 0 ° 1 6 ' 3 0 " W 24 2 . 0 7 ' S89° 43' 30"W 330.00' N0 0 ° 1 6 ' 3 0 " W 13 2 . 0 0 ' S89° 43' 30"W 330.00' L=332.08, R=1141.52 CB=S15° 32' 02"W C=330.915 ∆=016°40'05" L =1 8 6 .0 6 ,R =1 3 3 5 .0 0 C B =N 8 4 °4 3 '0 2 "E C =1 8 5 .9 1 ∆=0 0 7 °5 9 '0 7 " N0 0 ° 1 6 ' 5 0 " W 18 5 . 7 0 ' S0 0 °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r i n t e d : 31 M a r 2 0 2 3 2: 5 6 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 - Pl a n r e - s u b m i t t a l 2 1 1 11 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 22 2 3 2 2 2 22 2 2 Erosion Control Plan C171 2 2 2 2 2 2 2 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w NOTES: 1.MOWSTRIP SHALL BE CAST-IN-PLACE AND POURED USING TYPICAL WEIGHT STRUCTURAL CONCRETE. 2.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AROUND MOWSTRIPS - DO NOT CREATE A DAM EFFECT WITH PLACEMENT OF MOWSTRIP. 3.MAXIMUM 1/2" WIDTH VARIATION. 4.PRECISELY FOLLOW LAYOUT AS SHOWN ON THE SITE ARCHITECTURAL PLAN. Scale:F ASPHALT PAVING 1" = 1'-0" Scale:J TYPICAL ENTRY AT DOOR 1" = 1'-0"Scale:K CONCRETE MOW STRIP 1" = 1'-0" FINISH GRADE PRIOR TO TILLING 1" HUMUS FINISH GRADE PRIOR TO PLACING SOD CONCRETE MOWSTRIP MULCH - SEE LANDSCAPE SHEETS 1/2" RADIUS WEED BARRIER FABRIC PREPARED SUB-GRADEROUGH GRADE PRIOR TO PLACING TOP SOIL AMENDED SOIL TIGHT BEVELED JOINTS SEE NOTE 2 FINISH GRADE 4" Scale:A SIDEWALK DETAIL 1" = 1'-0" VARIES (SEE NOTE 1) 6" MIN. 6" 2'-0" 12 " 6" 3/4" RADIUS TOOLED EDGE SEE NOTE 2 FINISH GRADE 1-1/2" RADIUS 1-3/4" 1% SLOPE MI N . Scale:C CURB AND GUTTER - IN FLOW 1" = 1'-0"Scale:D CURB AND GUTTER - OUT FLOW 1" = 1'-0" FINISH GRADE PREPARED SUBGRADE 3/4" RADIUS TOOLED EDGE MI N . 12 " 6" CONCRETE CURB AND GUTTER 1/4" LIP 4" ASPHALT PAVING 1% SLOPE 1-3/4" 1-1/2" RADIUS 7" MI N . SEE NOTE 2 5" FOR USE ON SITE WHERE WATER DRAINS TOWARD CURB FOR USE ON SITE WHERE WATER DRAINS AWAY FROM CURB 8" AGGREGATE BASE PROPERLY PREPARED SUBGRADE CONCRETE CURB AND GUTTER 8" AGGREGATE BASE PROPERLY PREPARED SUBGRADE 6" 2'-0" 7" MI N . 6 1 / 4 " PROPERLY PREPARED SUBGRADE Scale:E CURB TRANSITION Not to Scale PROPERLY PREPARED SUBGRADE GUTTER LIP 3/4" RADIUS EXPANSION JOINT SIDEWALK AND BASE PER A/C501 TRANSITION CURB TO MATCH SIDEWALK ASPHALT PAVING CURB AND GUTTER SECTION PLAN 5'-0" 6" 6" AGGREGATE BASE Scale:H EXPANSION AND CONTROL JOINTS Not to Scale PROPERLY PREPARED SUBGRADE 4" THICK ASPHALT PAVING (FLAT DRAINAGE STRUCTURE) 18" DEEP 3/4" CRUSHED ROCK BASE AS NOTED ON OVEREXCAVATION AND FILL NOTES ON SHEET C501. WRAP CRUSHED ROCK BASE IN LANDSCAPE FABRIC. EXTERIOR CONCRETE (SLOPED). SEE SITE ARCHITECTURAL PLAN. CONCRETE FOUNDATION. SEE STRUCTURAL SHEETS. EXPANSION JOINT WITH SEALANT. SOD 1" 6" 6" 6" AGGREGATE BASE 6" 2'-0" 1'-6" 4"FINISH GRADE SEE NOTE 2 Scale:B SIDEWALK, CURB AND GUTTER 1" = 1'-0" PROPERLY PREPARED SUBGRADE SLOPE 2% MAX.SEE CURB AND GUTTER DETAILS C501 6" MIN. (SEE NOTE 1) VARIES INTEGRAL CONCRETE SIDEWALK, CURB, AND GUTTER Scale:G CONCRETE WATERWAY FLAT DRAINAGE STRUCTURE 1" = 1'-0"(FLAT DRAINAGE STRUCTURE) 8" AGGREGATE BASESI D E W A L K FOR USE ON SITE FOR USE ON SITE FOR USE ON SITE FOR USE ON SITEFOR USE ON SITE SLOPE (TYP.) VARIES (3'-0" MIN.) (SEE NOTE 1) BOND BREAKER ASPHALT OR CONCRETE PAVING #4 EPOXY-COATED BARS AT 48" O.C. PREPARED SUBGRADE 7" 3" MIN. 8" MIN. 6" FLAT 9" TYPICAL CONTROL JOINT TYPICAL EXPANSION JOINT 1" 1/ 4 " T T NOTE: SEE PLAN FOR SPACING (3) #4 EPOXY-COATED BARS @ 12" O.C. CONCRETE SLAB ON GRADE, SEE PLAN EXPANSION JOINT MATERIAL 1/2" RADIUS, TOOLED EDGESCONCRETE SLAB ON GRADE, SEE PLAN (SIDEWALK,CURB AND GUTTER,MOWSTRIP, APRON, FLAT DRAINAGE STRUCTURES, AND MECHANICAL ENCLOSURES) (SIDEWALK,CURB AND GUTTER,MOWSTRIP, APRON, FLAT DRAINAGE STRUCTURES, AND MECHANICAL ENCLOSURES) 1'-0" RIBBON RACK - 9'-3" (VERIFY) 11 BICYCLES REQUIRED 10 " 3' - 0 " 3" Scale:M BICYCLE RACK 1" = 1'-0" 2" SCH. 40 STAINLESS STEEL PIPE. (2-3/8" O.D. X .154) FINISH GRADE 10" DIAMETER CONCRETE FOUNDATION CONCRETE SIDEWALK AND BASE - SEE A/C501 18" SUBBASE 4" ASPHALT PAVING 18" SUBBASE 4" ASPHALT PAVING 6" MIN.8" AGGREGATE BASE 6" MIN. 18" SUBBASE 6" AGGREGATE BASE Pr i n t e d : 12 A p r 2 0 2 3 2: 3 5 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 Preliminary - Not for Construction 1.See Site Plan for mowstrip and sidewalk locations and widths. 2.1" prior to seeding, 2" prior to sodding and 4" in planting areas. 3.Expansion joint material shall be recessed 1/4" where sealant is not applied, and 1/2" where sealant is applied. 4.Epoxy-coated reinforcement steel bars shall be used for all concrete reinforcing used for all site concrete elements. General Notes Site Details C501 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w VA R I E S NOTES: 1.UNLESS REQUIRED OTHERWISE BY THE AUTHORITY HAVING JURISDICTION, USE A LIGHT BROOM FINISH ON RAMPS AND LANDINGS TO MATCH THE FINISHES ON THE SIDEWALKS. 2.5% (MAXIMUM) IN DIRECTION OF TRAVEL. LIMIT CROSS SLOPE ON SIDEWALKS 2%. 3.ALL LANDINGS MUST HAVE 1:48 CROSS SLOPE AND RUNNING SLOPE. LANDING MUST BE AS WIDE AS THE RAMP. 4.CROSS SLOPE ON RAMP MUST BE 1:48 OR LESS. 5.COUNTER SLOPES OF ADJOINING GUTTERS AND PAVING, ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). LANDING NOTE 2 V A R I E S SEE PL A N NOTE 1 NOTE 2 LANDING NOTE 2 LANDING NOTE 2 CONCRETE APRONNOTE 1 4- 0 " 6" CURB AND GUTTER TYPE B TYPE D TYPE E DOWN NOTE 2 NOTE 1 <5 % D N <5% DN 1% M I N . 2% M A X . <5 % D N <5 % DN LANDSCAPE AREA SIDEWALK LANDSCAPE AREA ED G E O F G U T T E R PA R K I N G L O T CONCRETE SIDEWALK SLOP E 1 : 4 8 MAX SLOP E 1 : 4 8 MAX EXPANSION JOINT LANDING EXPANSION JOINT LANDSCAPE FABRIC. CUT A 6" DIAMETER HOLE IN LANDSCAPE FABRIC AT EACH DRAIN GRATE, CENTERED OVER THE GRATE. YARD DRAIN BASIN.YARD DRAIN BASIN. FINISH GRADE. SLOPE TO DRAIN. MULCH. SEE LANDSCAPE SHEETS FOR SPECIFICATIONS AND DEPTH REQUIREMENTS. FINISH GRADE. SLOPE TO DRAIN. 1/ 2 " A F T E R C O M P A C T I O N . PEDESTRIAN GRATE (3/8" OPENINGS). HINGED. PEDESTRIAN GRATE (3/8" OPENINGS). HINGED. INSTALL FINISH GRADE UP TO TOP OF GRATE ELEVATION Scale:C DRAIN BASIN DETAIL 1" = 1'-0" DOWNSPOUT BASINDECOMPOSED GRANITE SUBSTITUTE COMPACT FILL TO 90% COMPACTION UNDER AND AROUND BASIN SEALANT HEAT CABLE WHERE OCCURS BUILDING WALL LINE EXTEND 2" MIN. BELOW BOTTOM OF GRATE. CUT GRATE TIGHTLY AROUND DOWNSPOUT AS NECESSARY TO ALLOW GRATE TO OPEN. COMPACT FILL TO 90% COMPACTION UNDER AND AROUND BASIN STORM DRAIN LINE. SEE SITE GRADING AND DRAINAGE PLAN. FINISH GRADE. SLOPE AWAY FROM BUILDING. SEE GRADING PLAN. DOWNSPOUT. CENTER ON GRATE. 12 " M I N . 6" M I N . S U M P D E P T H 6" M I N . S U M P D E P T H 2" 3" M A X . SU M P MULCH. SEE LANDSCAPING SHEETS. 8" M I N . COPE CAP TO ALLOW OUTLET INSTALLATION AS SHOWN. SEALANT DOWNSPOUT DRAIN BASIN. CUT GRATE TIGHTLY AROUND DOWNSPOUT AS NECESSARY TO ALLOW GRATE TO OPEN. GRIND DOWN ALL SHARP EDGES AND REPAINT CUTS. ROCK MULCH 12 " M I N . 6" 1' - 6 " DOWNSPOUT DRAIN BASIN WITH 12" SQUARE HINGED PEDESTRIAN GRATE (3/8" OPENINGS). ALIGN GRATE TO BE PARALLEL TO BUILDING FOUNDATION. LOCATE DIRECTLY UNDERNEATH DOWNSPOUT LOCATIONS SHOWN ON BUILDING ELEVATIONS. FOOTING AND FOUNDATION FOUNDATION WALL LINE EQ U A L EQ U A L RESERVED PARKING VAN ACCESSIBLE 6" 2' - 6 " 5' - 0 " 1' - 6 " 1'-5" 1'-0" 6" MOWSTRIP WHERE SHOWN ON SITE ARCHITECTURAL PLAN ROCK MULCH WHERE OCCURS - SEE LANDSCAPE PLANS FINISH GRADE STAINLESS STEEL 2"x2"x3 16" TUBE POST WITH WELDED POST CAPS - ALL WELDS GROUND SMOOTH CAST-IN-PLACE CONCRETE FOOTING "VAN ACCESSIBLE" TEXT AT SIGNS LOCATED AT STALLS ADJACENT TO AN 8'-0" MINIMUM WIDE ACCESS AISLE STANDARD 12"x18"x0.80" ALUMINUM ADA PARKING SIGN WITH REFLECTIVE WHITE BACKGROUND - ALL SIGN MARKINGS SHALL BE DARK BLUE TO MEET ADA CONTRAST REQUIREMENTS - 1' - 6 " 1/2" METAL SPACER BAR ATTACHED TO POST 1/2" x 1/2" x 1/8" STAINLESS STEEL TUBE WELDED TO POST MECHANICALLY FASTEN SIGN 1'-5" RESERVED PARKING SIGN STAINLESS STEEL TUBE (CENTERED ON POSTS) STAINLESS STEEL POST Scale:A ACCESSIBLE PARKING SIGN 1" = 1'-0" 6" AGGREGATE BASE 2-SIDED SIGN WHERE SHOWN ON SITE ARCHITECTURAL PLAN Scale:B BOLLARD DETAIL 1/2" = 1'-0" 4' - 6 " 3' - 0 " 1' - 0 " BASE AS NOTED ON THE SITE ARCHITECTURAL PLAN PREPARED SUBGRADE CONCRETE CAP, SMOOTHED AND ROUNDED PAINT BOLLARD 6" I.D. STANDARD STEEL PIPE (GALVANIZED) - FILLED WITH CONCRETE EXPANSION JOINT WITH SEALANT AT CONCRETE PAVING CONCRETE SLAB 2'-0" DIA. 6" AGGREGATE BASE CONCRETE PIER. #4 X 18" LONG ANCHOR BAR THROUGH PIPE CONCRETE PIER. DOME TO OF PIER TO PREVENT STANDING WATER CONTROL JOINT FLOW 1' - 0 " 1' - 0 " FLOW SEWER CLEANOUT, VALVE BOX, OR INSPECTION PORT BOX LID. SEE UTILITY PLAN AND DRAINAGE PLAN. GRATE1' - 6 " 1'-6" 2'-0" CURB INLET CATCH BASIN. SEE DRAINAGE PLAN. CURB WHERE OCCURS CONTROL JOINT CONTROL JOINT ASPHALT PAVING 6" THICK CONCRETE APRON ASPHALT PAVING 6" THICK CONCRETE APRON Scale:D CONCRETE COLLARS AND APRONS NOT TO SCALE CURB INLET SEWER CLEANOUT, VALVE BOX, INSPECTION PORT SECT 3'-0" x 3'-0" BICYCLE SAFE GRATE AND FRAME FOR H-20 LOADING ASPHALT PAVING CONTROL JOINT (TYPICAL ALL CORNERS) INLET BOX 12" CONCRETE COLLAR NOTES: 1.GRATE AND FRAMES SHALL BE HOT-DIPPED GALVANIZED. 2.DOWEL LAPS SHALL BE 24". 3.COAT ALL METAL PARTS WITH ASPHALTUM PAINT. 6' - 0 " 15 ' - 0 " 5' - 0 " 5' - 0 " 21'-6" 3' - 0 " 5'-0" Pr i n t e d : 12 A p r 2 0 2 3 2: 3 5 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 Preliminary - Not for Construction Scale:E ACCESSIBLE SLOPED SIDEWALKS not to scale Site Details C502 Scale:F Enlarged plan 1/4" = 1'-0" 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Scale:1 DUMPSTER ENCLOSURE PLAN 1/4" = 1'-0" 7" CONCRETE SLAB OVER 12" AGGREGATE BASE 28'-0" 7' - 4 " 1' - 0 " 1' - 0 " 1' - 0 " DUMPSTER CONTAINER (NIC) DUMPSTER CONTAINER (NIC) DUMPSTER CONTAINER (NIC) C503B C C503 CONCRETE FILLED BOLLARD SEE B/C502. TYPICAL. CONCRETE FILLED BOLLARD SEE B/C502. 8" FOUNDATION WALL. 6'-2"7'-10"7'-10"6'-2" CONCRETE FILLED BOLLARD SEE B/C502. 8" FOUNDATION WALL. CONCRETE FOUNDATION ROCK MULCH - SEE LANDSCAPE SHEETS Scale:E FENCE AND MOWSTRIP DETAIL 1" = 1'-0" 2" FINISH GRADE - SEE SITE GRADING PLAN 3/4" RADIUS - TYPICAL PROPERTY LINE FENCE CHURCH PROPERTY ADJACENT PROPERTY SLOPE 1/2" PER FOOT FINISH GRADE 12" WIDE x 12" DEEP CONCRETE MOW STRIP FENCE POST CENTERED IN MOWSTRIP INSTALL CONCRETE CONTROL JOINT IN THE MOWSTRIP, CENTERED ON EACH POST. INSTALL EXPANSION JOINTS PER SPECIFICATIONS . LOCATE AT CENTERLINE OF POSTS. PLAN CONTROL JOINT AT EACH POST. INSTALL EXPANSION JOINTS PER SPECIFICATIONS. LOCATE AT CENTERLINE OF POSTS #4 X 6" THRU POST PRECAST CONCRETE WALL CAP WITH SEALANT AT JOINTS STONE VENEER ON 8" CMU CONCRETE SLAB AND FOOTING CONCRETE RAMP 6' - 0 " NOTE: STONE VENEER DETAILS AND COLOR SHALL MATCH MAIN BUILDING. Scale:B DUMPSTER ENCLOSURE ELEVATION 1/4" = 1'-0" C C503 4' - 0 " #3 REINFORCING TIES AT 12" O.C. NON-SHRINK GROUT 1'-6" DIAMETER x 4'-0" LONG CONCRETE BASE (4) #5'S REINFORCING STEEL 3/4" CONDUIT 24" BELOW GRADE UNDISTURBED BASE OR COMPACTED EARTH 2" C L E A R Scale:D POLE LIGHT BASE IN LANDSCAPING AREAS 3/4" = 1'-0" 4" POLE, COVER AND 3/4" DIAMETER ANCHOR BOLTS METAL ROD AND ADHESIVE MORTAR PRECAST CONCRETE WALL CAPS. 3/4" SLOPED CONCRETE CAP MANUFACTURED STONE VENEER #5 BARS AT 16" O.C. (30" OVERLAP) (2) #5 BARS CONTINUOUS FOUNDATION AS REQUIRED (MIN. SHOWN) 8" SOLID GROUTED CONCRETE MASONRY CAVITY WALL REINFORCED WITH #5 VERT. BARS AT 16" O.C. AND #5 HORIZ. BARS AT 48" O.C. EXPANSION JOINT WITH SEALANT SLOPED CONCRETE SLAB ON AGGREGATE BASE 6' - 0 " 7" 12 " 8"8"8" 2'-0" 1' - 0 " STAINLESS STEEL METAL FLASHING #5 HORIZ. CONTINUOUS 1/4" x 1/4" CAST DRIP EDGE. HOLD DRIP EDGE BACK 1" FROM EXPOSED ENDS.1" Scale:C DUMPSTER ENCLOSURE WALL SECTION 3/4" = 1'-0" 6" AGGREGATE BASE 1/2" RADIUS 1'-0"12" typ.2'-0" 1' - 0 " 1' - 0 " 1' - 0 " 8" 8" VA R I E S - S E E S I T E GR A D I N G P L A N 1' - 0 " 1' - 0 " 2 2 2 12 1 11 9 14 11 3 3 6 7 7 5 4 8 10 9 2 3 14 2 12 13 3' - 0 " 9 9 13 13 C2 C504 Scale:C1 STAIR AND HANDRAIL DETAIL 1" = 1'-0"Scale:C2 STAIR AND HANDRAIL DETAIL 1" = 1'-0" 8" 8" 8" 8" 3' - 0 " 2" 12" typ. 1" OVERHANG - TYPICAL C2 C504 15 1' - 0 " 1' - 0 " 1'-0"1'-0" C2 C504 C2 C504 C2 C504 C1 C504 C1 C504 2 12 2 11 8 11 3 1 1 13 Scale:C3 TYPICAL STAIR AND HANDRAIL PLAN 1" = 1'-0" 1'-0"1'-0" 8" VA R I E S - S E E S I T E P L A N 8" 4" 11 4" 11 16 16 1911 19 C2 C504 2" DIA. PVC WEEP HOLES AT 24" O.C. STRUCTURAL FILL FOOTING 8" AGGREGATE BASE 4" CONCRETE SLAB 4" 3 1 / 2 " Scale:G MECHANICAL ENCLOSURE WALL SECTION 3/4" = 1'-0" LADDER REINFORCING AT 16" oc. EXPANSION JOINT WITH SEALANT BLOCK REINFORCEMENT SEE STRUCTURAL 8" CONCRETE BLOCK PRECAST CONCRETE CAP 100'-0" 1" TYP. 4' - 0 " 10"1/2" METAL ROD AND ADHESIVE MORTAR PRECAST CONCRETE WALL CAPS. 3/4" SLOPED CONCRETE CAP STAINLESS STEEL METAL FLASHING 1/4" x 1/4" CAST DRIP EDGE. HOLD DRIP EDGE BACK 1" FROM EXPOSED ENDS.1" H C503 Scale:H MECHANICAL ENCLOSURE WALL PLAN 3/4" = 1'-0" END OF WALL 6" CONCRETE BLOCK PRECAST CONCRETE CAP BRICK 100'-0" ELEVATION 2" DIA. PVC WEEP HOLES AT 24" O.C. FOR DRAINAGE LINE OF SLAB BEYOND PRECAST CONCRETE CAP WITH SEALANT AT JOINTS. Scale:F MECHANICAL ENCLOSURE WALL ELEVATION 3/4" = 1'-0" E C503 F C503 NOTE: BRICK DETAILS AND COLOR SHALL MATCH MAIN BUILDING. 2' - 0 " 4' - 0 " STONE VENEER ON 8" CMU Pr i n t e d : 12 A p r 2 0 2 3 2: 3 6 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 Preliminary - Not for Construction Site Details C503 2 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Pr i n t e d : 31 M a r 2 0 2 3 2: 5 6 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 - Pl a n r e - s u b m i t t a l 2 CITY APPROVED STEEL COVER & FRAME 4" CONCRETE SEWER CLEAN-OUT P.V.C. PIPE 12" X 12" Ø P.V.C. PIPE SCALE: SEWER CLEAN-OUT N.T.S.C SCALE: N.T.S. STORMTECH CHAMBER SECTION DETAIL PLAN SECTION A-A NOTES: 1.MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH CURRENT EDITION OF "STATE STD. SPEC'S FOR ROAD AND BRIDGE CONST.", ADDENDUMS AND SPECIAL PROVISIONS THERETO. 2. ALL STEEL SHALL HAVE A MINIMUM OF 2" CONCRETE COVER. 3. GREY IRON CASTING: ASTM A48 CLASS 30 MINIMUM. 4. 2"x4" SHEAR KEY REQUIRED BOTH WAYS. SECTION B-B 3'-11 3/4"6"6" FLOWFLOW A A B B 2'-0" 1'-0"6"6" 8" VA R I E S SE E S C H E D U L E 6" 3" 12" 18 " 18" 18 " 2' - 0 " 4'-1 1/2" OUT TO OUT OF FRAME CONTROL JOINT BICYCLE SAFE GRATING. TOP OF GRATING 2" BELOW FLOW-LINE. 45 DEGREE SLOPE TO GRATING TYPICAL MAXIMUM OUTFLOW PIPE SIZE 24" CONTROL JOINT TOP OF CURB NATURAL FLOW-LINE OF STREEET AND GUTTER #5 AT 8" O.C. HORIZONTAL #5 AT 12" O.C. VERTICAL 2" 9" MI N . SCALE: SINGLE GUTTER INLET BOX N.T.S.M 4" AGGREGATE BASE OUTFLOW PIPE SCALE: 12" AREA NYLOPLAST DRAIN BOX N.T.S.L PROVIDE STANDARD GRATE. GRATE TO HAVE NO SLOTS WIDER THAN 1/2". PROVIDE SCREEN AT ROCK MULCH AREAS. SEE G/C505 BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED 26 " T O 2 9 " SOD 12 " M I N . NOTE : (DIAMETER OF BASIN DETERMINED BY NUMBER OF PIPES IN AND OUT) NOTE: PROVIDE NECESSARY ADAPTORS FOR CONCRETE PIPE TO PVC BASINS PROVIDE OIL/WATER SEPARATOR WHERE REQUIRED _ Civil Details C521 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Civil Details C571 DESCRIPTION: A STABILIZED PAD OF CRUSHED STONE LOCATED WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES THE SITE FROM OR TO PAVED SURFACE. APPLICATIONS: AT ANY POINT OF INGRESS OR EGRESS AT A CONSTRUCTION SITE WHERE ADJACENT TRAVELED WAY IS PAVED. GENERALLY APPLIES TO SITES OVER 2 ACRES UNLESS SPECIAL CONDITIONS EXIST. INSTALLATION/APPLICATION CRITERIA: ·CLEAR GRUB AREA AND GRAD TO PROVIDE MAXIMUM SLOPE OF 2%. ·COMPACT SUB GRADE AND PLACE FILTER FABRIC IF DESIRED (RECOMMENDED FOR ENTRANCES TO REMAIN FOR MORE THAN 3 MONTHS. ·PLACE COARSE AGGREGATE, 1 TO 2-1/2 INCHES IN SIZE, TO A MINIMUM DEPTH OF 8 INCHES. LIMITATIONS: ·REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONES. ·SHOULD BE USED IN CONJUNCTION WITH STREET SWEEPING ON ADJACENT PUBLIC RIGHT-OF-WAY. MAINTENANCE: ·INSPECT DAILY FOR LOSS OF GRAVEL OR SEDIMENT BUILDUP. ·INSPECT ADJACENT ROADWAY FOR SEDIMENT DEPOSIT AND CLEAN BY SWEEPING OR SHOVELING. ·REPAIR ENTRANCE AND REPLACE GRAVEL AS REQUIRED TO MAINTAIN CONTROL IN GOOD WORKING CONDITION. ·EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE TRAFFIC AND PREVENT EROSION AT DRIVEWAYS. OBJECTIVES □HOUSEKEEPING PRACTICES □CONTAIN WASTE □MINIMIZE DISTURBED AREA □STABILIZE DISTURBED AREA □PROTECT SLOPES/CHANNELS □CONTROL SITE PERIMETER □CONTROL INTERNAL EROSION TARGETED POLLUTANTS □SEDIMENT □NUTRIENTS □TOXIC MATERIALS □OIL & GREASE □FLOATABLE MATERIALS □OTHER WASTE _______________________________________________ □HIGH IMPACT □MEDIUM IMPACT □LOW OR UNKNOWN IMPACT _______________________________________________ IMPLEMENTATION REQUIREMENTS □CAPITAL COSTS □O & M COSTS □MAINTENANCE □TRAINING □HIGH □MEDIUM □LOW SEDIMENT FABRIC UNDER GRAVEL 3" TO 4" SIZE COARSE AGGREGATE 8" MIN. PAV E D R O A D 50' MIN. 20 ' M I N . SCALE: N.T.S. STABILIZED CONSTRUCTION ENTRANCE C1 DESCRIPTION: A TEMPORARY SEDIMENT BARRIER CONSISTING OF ENTRENCHED FILTER FABRIC STRETCHED ACROSS AND SECURED TO SUPPORTING POSTS. APPLICATIONS: ·PERIMETER CONTROL: PLACER BARRIER AT DOWNGRADE LIMITS OF DISTURBANCE. ·SEDIMENT BARRIER: PLACE BARRIER AT TOE OF SLOPE OR SOIL STOCKPILE. ·PROTECTION OF EXISTING WATERWAYS: PLACE BARRIER AT TOP OF STREAM BANK ·INLET PROTECTION: PLACE FENCE SURROUNDING CATCH BASINS INSTALLATION/APPLICATION CRITERIA: ·PLACE POSTS 6 FEET APART ON CENTER ALONG CONTOUR (OR USE PRE-ASSEMBLED UNIT) AND DRIVE 2 FEET MINIMUM INTO GROUND. EXCAVATE AN ANCHOR TRENCH IMMEDIATELY UPGRADIENT OF POSTS ·SECURE WIRE MESH (14 GAGE MIN. WITH 6 INCH OPENINGS) TO UPSLOPE SIDE OF POSTS. ATTACH WITH HEAVY DUTY 1 INCH LONG WIRE STAPLES, TIE WIRES OR HOG RINGS. ·CUT FABRIC TO REQUIRED WIDTH, UNROLL ALONG LENGTH OF BARRIER AND DRAPE OVER BARRIER. SECURE FABRIC TO MESH WITH TWINE, STAPLES, OR SIMILAR, WITH TRAILING EDGE EXTENDING INTO ANCHOR TRENCH. ·BACKFILL OVER FILTER FABRIC TO ANCHOR. LIMITATIONS: ·RECOMMENDED MAXIMUM DRAINAGE AREA OF 0.5 ACRE PER 100 FEET OF FENCE. ·RECOMMENDED MAXIMUM UPGRADIENT SLOPE LENGTH OF 150 FEET. ·RECOMMENDED MAXIMUM UPHILL GRADE OF 2:1 (50%). ·RECOMMENDED MAXIMUM FLOW RATE OF 0.5 CFS. ·PONDING SHOULD NOT BE ALLOWED BEHIND FENCE. MAINTENANCE: ·INSPECT IMMEDIATELY AFTER ANY RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ·LOOK FOR RUNOFF BYPASSING ENDS OF BARRIERS OR UNDERCUTTING BARRIERS. ·REPAIR OR REPLACE DAMAGED AREAS OF THE BARRIER AND REMOVE ACCUMULATED SEDIMENT. ·REANCHOR FENCE AS NECESSARY TO PREVENT SHORTCUTTING. ·REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/2 THE HEIGHT OF THE FENCE. 1. PLACE POSTS 6' ON CENTER (2X4 WOOD POSTS OR STEEL FENCE POSTS) 2.3. SECURE MESH TO POSTS WITH WIRE STAPLES 1" LONG OR TIE WIRES OR HOG RINGS 4. SECURE FABRIC TO MESH WITH TWINE, STAPLES, OR SIMILAR 5.6.TOE DETAIL FABRIC BACK FILL WITH ROCKS OR DIRT WIRE MESH OBJECTIVES □HOUSEKEEPING PRACTICES □CONTAIN WASTE □MINIMIZE DISTURBED AREA □STABILIZE DISTURBED AREA □PROTECT SLOPES/CHANNELS □CONTROL SITE PERIMETER □CONTROL INTERNAL EROSION TARGETED POLLUTANTS □SEDIMENT □NUTRIENTS □TOXIC MATERIALS □OIL & GREASE □FLOATABLE MATERIALS □OTHER WASTE _______________________________________________ □HIGH IMPACT □MEDIUM IMPACT □LOW OR UNKNOWN IMPACT _______________________________________________ IMPLEMENTATION REQUIREMENTS □CAPITAL COSTS □O & M COSTS □MAINTENANCE □TRAINING □HIGH □MEDIUM □LOW FLOW FLOW DISTURBED A R E A EXISTING VE G I T A T I O N 3' 2' 2' 2' SCALE: N.T.S. SILT FENCE C3 DESCRIPTION: TEMPORARY ON-SITE SANITARY FACILITIES FOR CONSTRUCTION PERSONNEL. APPLICATIONS: ·ALL SITES WITH NO PERMANENT SANITARY FACILITIES OR WHERE PERMANENT FACILITY IS TO FAR FROM ACTIVITIES. INSTALLATION/APPLICATION CRITERIA: ·LOCATE PORTABLE TOILETS IN CONVENIENT LOCATIONS THROUGHOUT THE SITE. ·PREPARE LEVEL, GRAVEL SURFACE AND PROVIDE CLEAR ACCESS TO THE TOILETS FOR SERVICING AND FOR ON-SITE PERSONNEL. ·CONSTRUCT EARTH BERM PERIMETER (SEE EARTH BERM BARRIER INFORMATION SHEET), CONTROL FOR SPILL/PROTECTION LEAK. LIMITATIONS: ·NO LIMITATIONS MAINTENANCE: ·PORTABLE TOILETS SHOULD BE MAINTAINED IN GOOD WORKING ORDER BY LICENSED SERVICE WITH DAILY OBSERVATION FOR LEAK DETECTION. ·REGULAR WASTE COLLECTION SHOULD BE ARRANGED WITH LICENSED SERVICE. ·ALL WASTE SHOULD BE DEPOSITED IN SANITARY SEWER SYSTEM FOR TREATMENT WITH APPROPRIATE AGENCY APPROVAL. CONTAINMENT EARTH BERM GRAVEL PAD1' x 1' OBJECTIVES □HOUSEKEEPING PRACTICES □CONTAIN WASTE □MINIMIZE DISTURBED AREA □STABILIZE DISTURBED AREA □PROTECT SLOPES/CHANNELS □CONTROL SITE PERIMETER □CONTROL INTERNAL EROSION TARGETED POLLUTANTS □SEDIMENT □NUTRIENTS □TOXIC MATERIALS □OIL & GREASE □FLOATABLE MATERIALS □OTHER WASTE _______________________________________________ □HIGH IMPACT □MEDIUM IMPACT □LOW OR UNKNOWN IMPACT _______________________________________________ IMPLEMENTATION REQUIREMENTS □CAPITAL COSTS □O & M COSTS □MAINTENANCE □TRAINING □HIGH □MEDIUM □LOW SCALE: N.T.S. PORTABLE TOILETS C5 DESCRIPTION: PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM CONCRETE WASTE BY CONDUCTING WASHOUT OFF-SITE, PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA, AND TRAINING EMPLOYEES AND SUBCONTRACTORS. APPLICATIONS: ·THIS TECHNIQUE IS APPLICABLE TO ALL TYPES OF SITES. INSTALLATION/APPLICATION CRITERIA: ·STORE DRY AND WET MATERIALS UNDER COVER, AWAY FROM DRAINAGE AREAS. ·AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT ON-SITE. ·PERFORM WASHOUT OF CONCRETE TRUCKS OFF-SITE OR IN DESIGNATED AREAS ONLY. ·DO NOT WASH OUT CONCRETE TRUCKS INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. ·DO NOT ALLOW EXCESS CONCRETE TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED AREAS. ·WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE AGGREGATE, AVOID CREATING RUNOFF BY DRAINING THE WATER WITHIN A BERMED OR LEVEL AREA (SEE EARTH BERM BARRIER INFORMATION SHEET.) ·TRAIN EMPLOYEES AND SUBCONTRACTORS IN PROPER CONCRETE WASTE MANAGEMENT. LIMITATIONS: ·OFF-SITE WASHOUT OF CONCRETE WASTES MAY NOT ALWAYS BE POSSIBLE. MAINTENANCE: ·INSPECT SUBCONTRACTORS T ENSURE THAT CONCRETE WASTES ARE BEING PROPERLY MANAGED. ·IF USING A TEMPORARY PIT, DISPOSE HARDENED CONCRETE ON A REGULAR BASIS. CONTAINMENT EARCH BERM ALL AROUND WASHDOWN AREA PONDING STORAGE LOCATE 50' FROM NEAREST DRAINAGE AREA OBJECTIVES □HOUSEKEEPING PRACTICES □CONTAIN WASTE □MINIMIZE DISTURBED AREA □STABILIZE DISTURBED AREA □PROTECT SLOPES/CHANNELS □CONTROL SITE PERIMETER □CONTROL INTERNAL EROSION TARGETED POLLUTANTS □SEDIMENT □NUTRIENTS □TOXIC MATERIALS □OIL & GREASE □FLOATABLE MATERIALS □OTHER WASTE _______________________________________________ □HIGH IMPACT □MEDIUM IMPACT □LOW OR UNKNOWN IMPACT _______________________________________________ IMPLEMENTATION REQUIREMENTS □CAPITAL COSTS □O & M COSTS □MAINTENANCE □TRAINING □HIGH □MEDIUM □LOW SCALE: N.T.S. CONCRETE WASTE MANAGEMENT A5 FILTERSOCK SPECIFICATION: FILTREXX FILTERSOCK INSTALLATION AND MAINTENANCE 1.0 DESCRIPTION: THIS WORK SHALL CONSIST OF FURNISHING, INSTALLING, MAINTAINING AND DISPERSING (IF NEEDED) A WATER PERMEABLE COMPOST FILTER SOCK (FILTREXX FILTERSOCK) TO CONTAIN SOIL EROSION AND SEDIMENT BY REMOVING SOIL PARTICLES FROM WATER MOVING OFF SITE INTO ADJACENT WATERWAYS OR STORM WATER DRAINAGE SYSTEMS. FILTERSOCKS WILL BE USED AS A FORM OF INLET PROTECTION FOR OPERATIONAL STORM DRAINAGE SYSTEMS. 2.0 COMPOST PRODUCTS USED TO FILL FILTREXX FILTERSOCKS 1.COMPOST: COMPOST USED FOR FILTREXX FILTERSOCKS SHALL BE WEED FREE AND DERIVED FROM A WELL-DECOMPOSED SOURCE OF ORGANIC MATTER. THE COMPOST SHALL BE PRODUCED USING AN AEROBIC COMPOSTING PROCESS MEETING CFR 503 REGULATIONS, INCLUDING TIME AND TEMPERATURE DATA INDICATING EFFECTIVE WEED SEED, PATHOGEN AND INSECT LARVAE KILL. THE COMPOST SHALL BE FREE OF ANY REFUSE, CONTAMINANTS OR OTHER MATERIALS TOXIC TO PLANT GROWTH. NON-COMPOSTED PRODUCTS WILL NOT BE ACCEPTED. TEST METHODS FOR THE ITEMS BELOW SHOULD FOLLOW USCC TMECC GUIDELINES FOR LABORATORY PROCEDURES: A.PH - 5.0-8.0 IN ACCORDANCE WITH TMECC 04.11-A, "ELECTROMETRIC PH DETERMINATIONS FOR COMPOST" B.PARTICLE SIZE - 99% PASSING A 1" SIEVE, 90% PASSING A _" SIEVE AND A MINIMUM OF 70% GREATER THAN THE 3/8" SIEVE. A TOTAL OF 98 % SHALL NOT EXCEED 3 INCHES IN LENGTH, IN ACCORDANCE WITH TMECC 02.02-B, "SAMPLE SIEVING FOR AGGREGATE SIZE CLASSIFICATION" C.MOISTURE CONTENT OF LESS THAN 60% IN ACCORDANCE WITH STANDARDIZED TEST METHODS FOR MOISTURE DETERMINATION. D.MATERIAL SHALL BE RELATIVELY FREE (<1% BY DRY WEIGHT) OF INERT OR FOREIGN MAN MADE MATERIALS. E. A SAMPLE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO BEING USED AND MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 3.0 CONSTRUCTION AND INSTALLATION OF FILTREXX FILTERSOCKS: 1.FILTREXX FILTERSOCKS WILL BE USED AS A FORM OF INLET PROTECTION ON CONSTRUCTION SITES WHICH REQUIRE PROTECTION AGAINST SEDIMENT LADEN WATER AFTER STORM DRAINS BECOME OPERATIONAL. 2.FILTREXX FILTERSOCKS WILL BE PLACED AT LOCATIONS INDICATED ON PLANS AS DIRECTED BY THE ENGINEER. FILTERSOCKS SHOULD BE INSTALLED IN A PATTERN THAT ALLOWS COMPLETE PROTECTION OF THE INLET AREA 3.INSTALLATION OF FILTREXX FILTERSOCKS WILL ENSURE A MINIMAL OVERLAP OF AT LEAST ONE FOOT ON EITHER SIDE OF THE OPENING BEING PROTECTED. THE FILTERSOCKS WILL BE ANCHORED TO THE SOIL BEHIND THE CURB USING STAPLES, STAKES OR OTHER DEVICES CAPABLE OF HOLDING THE FILTERSOCK IN PLACE. 4.STANDARD SIZES OF FILTERSOCKS FOR INLET PROTECTION WILL BE 8" DIAMETER PRODUCTS. IN SEVERE FLOW SITUATIONS, LARGER FILTERSOCKS MAY BE RECOMMENDED BY THE ENGINEER. 5.FILTERSOCKS SHALL BE CONSTRUCTED OF A WOVEN MATERIAL AND FILLED WITH A COMPOST PRODUCT THAT PASSES THE CRITERIA LISTED IN SECTION 2. 6.IF THE FILTERSOCKS BECOME CLOGGED WITH DEBRIS AND SEDIMENT, THEY SHALL BE MAINTAINED SO AS TO ASSURE A PROPER DRAINAGE AND WATER FLOW INTO THE STORM DRAIN. IN SEVERE STORM EVENTS, OVERFLOW OF THE FILTERSOCK MAY BE ACCEPTABLE IN ORDER TO KEEP THE AREA FROM FLOODING. 7.THE FILTERSOCKS SHALL BE POSITIONED SO AS TO PROVIDE COMPLETE PHYSICAL BARRIER TO THE DRAIN ITSELF, ALLOWING SEDIMENT TO COLLECT ON THE OUTSIDE OF THE FILTERSOCKS. SEE ATTACHED SCHEMATIC FOR FILTREXX FILTERSOCK INSTALLATION. 8.FOR AREAS WHERE FILTERSOCKS ARE TO BE LEFT AS A PERMANENT PART OF THE LANDSCAPE, FILTERSOCKS MAY BE SEEDED DURING TIME OF MANUFACTURE TO CREATE A LIVING SOCK. FOR SEEDING OPTIONS, THE ENGINEER MAY SIMPLY REPLACE ALL LANGUAGE ABOVE WITH "LIVING FILTREXX FILTERSOCKS" 4.0 MAINTENANCE: 1.THE CONTRACTOR SHALL MAINTAIN FILTREXX FILTERSOCKS IN A FUNCTIONAL CONDITION AT ALL TIMES AND IT SHALL BE ROUTINELY INSPECTED. 2.WHERE THE FILTERSOCK REQUIRES REPAIR, IT WILL BE ROUTINELY REPAIRED. 3.THE CONTRACTOR SHALL REMOVE SEDIMENTS COLLECTED AT THE BASE OF THE FILTERSOCK WHEN THEY REACH 1/3 OF THE EXPOSED HEIGHT OF THE FILTERSOCK, OR AS DIRECTED BY THE ENGINEER. 4.THE FILTREXX FILTERSOCK WILL BE DISPERSED ON SITE WHEN NO LONGER REQUIRED, AS DETERMINED BY THE ENGINEER. THE NETTING MATERIAL WILL BE DISPOSED OF IN NORMAL TRASH CONTAINERS OR REMOVED BY THE CONTRACTOR. 5.REGULAR MAINTENANCE INCLUDES LIFTING THE FILTREXX FILTERSOCKS AND CLEANING UNDER THEM AS SEDIMENT COLLECTS. 5.0 METHOD OF MEASUREMENT: BID ITEMS SHALL SHOW MEASUREMENT AS `FILTREXX FILTERSOCK' PER LINEAR FOOT, INSTALLED OR PER INLET, AS SPECIFIED BY THE ENGINEER. 6.0 PERFORMANCE: 1.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A WORKING EROSION CONTROL SYSTEM AND MAY, WITH APPROVAL OF THE ENGINEER, WORK OUTSIDE THE MINIMUM CONSTRUCTION REQUIREMENTS AS NEEDED. 2.WHERE THE FILTERSOCK DETERIORATES OR FAILS, IT WILL BE REPAIRED OR REPLACED WITH A MORE EFFECTIVE ALTERNATIVE. 3.CONTRACTOR IS REQUIRED TO BE A CERTIFIED FILTREXX INSTALLER AS DETERMINED BY FILTREXX INTERNATIONAL, LLC (440-926-8041 OR VISIT WEBSITE AT FILTREXX.COM). CERTIFICATION SHALL BE CONSIDERED CURRENT IF APPROPRIATE IDENTIFICATION IS SHOWN DURING TIME OF BID OR AT TIME OF APPLICATION. 7.0 APPLICATION GUIDELINES: 1.FILTREXX FILTERSOCKS SHALL EITHER BE MADE ON SITE OR DELIVERED TO THE JOBSITE USING A 3 MIL TUBULAR HDPE KNITTED MESH NETTING MATERIAL, FILLED WITH COMPOST PASSING THE ABOVE SPECIFICATIONS FOR COMPOST PRODUCTS AS OUTLINED IN 2.0. 2.FILTREXX FILTERSOCKS NETTING MATERIALS ARE AVAILABLE ONLY FROM FILTREXX INTERNATIONAL, LLC AND ARE THE ONLY CERTIFIED MESH MATERIALS ACCEPTED IN CREATING FILTREXX PRODUCTS ON SITE OR AS DELIVERED TO THE JOB SITE. STANDARD FILTREXX COLOR CODING SYSTEMS INCLUDE YELLOW AND BLACK STRIPED MESH NETTING WITH 3/8" MESH OPENINGS FOR INLET PROTECTION. OTHER COLORS ARE ONLY ACCEPTABLE AS APPROVED BY BOTH THE ENGINEER AND FILTREXX INTERNATIONAL, LLC. 3.CONTRACTOR IS REQUIRED TO BE A CERTIFIED FILTREXX INSTALLER AS DETERMINED BY FILTREXX INTERNATIONAL, LLC (440-926-8041 OR VISIT WEBSITE AT FILTREXX.COM). CERTIFICATION SHALL BE CONSIDERED CURRENT IF APPROPRIATE IDENTIFICATION IS SHOWN DURING TIME OF BID OR AT TIME OF APPLICATION. 8.0 AVAILABLE VENDORS FILTREXX FILTERSOCKS MAY BE PURCHASED FROM THE FOLLOWING CERTIFIED FILTREXX INSTALLERS: WINDSWEPT ORGANIX INC. WORK: 480-963-4638 FAX: 408-940-4261 850 SOUTH BOGLE AVE, SUITE 2 CHANDLER, AZ 85225 C REPLENISH AREA INLET FILTER FABRIC REQUIRED OVER GRATE 8" FILTER FILTER SOCK FILTER FABRIC REQUIRED OVER GRATE CURB INLET 8" FILTER FILTER SOCK EMP T Y F I L T E R F I L T E R S O C K TIED O F F T O S T A K E S W A T E R F L O W W A T E R F L O W WATE R F L O W W A T E R F L O W WATE R F L O W SCALE: N.T.S. SEDIMENT BARRIER / FILTER SOCK PROTECTION A1 Pr i n t e d : 31 M a r 2 0 2 3 2: 5 6 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 - Pl a n r e - s u b m i t t a l 2 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w GENERAL NOTES 1.1 COMPLIANCE 1.ALL WORK TO CONFORM TO GOVERNING MUNICIPALITY'S STANDARDS, SPECIFICATIONS AND REQUIREMENTS. 2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE MOST RECENT, ADOPTED EDITIONS OF THE FOLLOWING: INTERNATIONAL BUILDING CODE (IBC), THE INTERNATIONAL PLUMBING CODE, STATE DRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS, ADA ACCESSIBILITY GUIDELINES. 3.ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS. ANY REVISIONS MUST HAVE PRIOR WRITTEN APPROVAL. 1.2 PERMITTING AND INSPECTIONS 1.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER OR INSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF CONSTRUCTION REQUIRING OBSERVATION. 3.ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE, CITY, COUNTY OR STATE AGENCY CONTROLLING THE ROAD AND WITH APPROPRIATE INSPECTIONS. 1.3 COORDINATION & VERIFICATION 1.ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. 2.CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY QUESTIONS BEFOREHAND. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY OBSERVED. 3.CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED TO: LANDSCAPE PLANS, SITE ELECTRICAL SITE LIGHTING PLANS AND ELECTRICAL SERVICE TO THE BUILDING(S), MECHANICAL PLANS FOR LOCATION OF SERVICES TO THE BUILDING(S), INCLUDING FIRE PROTECTION, ARCHITECTURAL SITE PLAN FOR DIMENSIONS, ACCESSIBLE ROUTES, ETC., NOT SHOWN ON CIVIL PLANS. 4.CONTRACTOR IS TO COORDINATE LOCATION OF NEW TELEPHONE SERVICE, GAS SERVICE, CABLE, ETC. TO BUILDING WITH THE APPROPRIATE UTILITY COMPANY. FOR TELEPHONE, CONTRACTOR TO FURNISH CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE, AS REQUIRED. 1.4 SAFETY AND PROTECTION 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, 2.CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA REQUIREMENTS. 3.CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION OR WORKERS AND PUBLIC. 4.CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE PROPERTY, ROADWAYS, AND UTILITY IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID IMPROVEMENTS. 5.CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE APPROPRIATE GOVERNMENT AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS. 7.CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS. ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION. 8.CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS. 9.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY STANDARDS. 10.CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH CONSTRUCTION. SUBMIT A STORM WATER POLLUTION PREVENTION PLAN, IF REQUIRED. 11.WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. 12.CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION. 13.NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO ONE APPROACH TO THE SITE. THE APPROACH SHALL BE DESIGNATED BY THE OWNER OR GOVERNING AGENCY. 14.THE CONTRACTOR SHALL TAKE REASONABLE MEASURE TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 1.5 MATERIALS 1.SITE CONCRETE SHALL BE A MINIMUM 6.5 BAG MIX, 4000 P.S.I. @ 28 DAYS, 4" MAXIMUM SLUMP WITH 5 + OR - 1% AIR ENTRAINMENT, UNLESS SPECIFIED OTHERWISE. -SEE SPECIFICATION A.SLABS-ON-GRADE WILL BE TYPICALLY SCORED (1/4 THE DEPTH) AT INTERVALS NOT TO EXCEED THEIR WIDTH OR 12 TIMES THEIR DEPTH, WHICHEVER IS LESS. SCORING WILL BE PLACED TO PREVENT RANDOM CRACKING. FULL DEPTH EXPANSION JOINTS WILL BE PLACED AGAINST ANY OBJECT DEEMED TO BE FIXED, CHANGES IN DIRECTION AND AT EQUAL INTERVALS NOT TO EXCEED 50 FEET. B.CONCRETE WATERWAYS, CURBWALLS, MOWSTRIPS, CURB AND GUTTER, ETC. WILL TYPICALLY BE SCORED (1/4 THE DEPTH AT INTERVALS NOT TO EXCEED 10 FEET AND HAVE FULL DEPTH EXPANSION JOINTS AT EQUAL SPACING NOT TO EXCEED 50 FEET. C.UNLESS OTHERWISE NOTED, ALL SLABS-0N-GRADE WILL HAVE A MINIMUM 8" TURNED-DOWN EDGE TO HELP CONTROL FROST HEAVE. D.UNLESS OTHERWISE NOTED, ALL ON-GRADE CONCRETE WILL BE PLACED ON A MINIMUM 4" GRAVEL BASE OVER A WELL COMPACTED (90%) SUBGRADE. E.ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED OR BROOMED. ANY "PLASTERING" OF NEW CONCRETE WILL BE DONE WHILE IT IS STILL "GREEN". F.ALL JOINTS (CONTROL, CONSTRUCTION OR EXPANSION JOINTS, ETC.) WILL BE SEALED WITH A ONE PART POLYURETHANE SEALANT (SEE SPECIFICATION). 2.ASPHALTIC CONCRETE PAVEMENT SHALL BE A MINIMUM 3" OVER 6" OF COMPACTED (95%) ROAD BASE OVER PROPERLY PREPARED AND COMPACTED (90%) SUBGRADE, UNLESS NOTED OTHERWISE. -SEE SPECIFICATIONS, AND DETAIL 'D1' SHEET C5.01 A.ASPHALT COMPACTION SHALL BE A MINIMUM 96% (MARSHALL DESIGN). B.SURFACE COARSE SHALL BE ½ " MINUS. MIX DESIGN TO BE SUBMITTED FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO ANTICIPATED PAVING SCHEDULE. C.AC PAVEMENT TO BE A ¼" ABOVE LIP OF ALL GUTTER AFTER COMPACTION. D.THICKNESSES OVER 3" WILL BE LAID IN TWO LIFTS WITH THE FIRST LIFT BEING AN APPROVED 3/4" MINUS DESIGN. 1.6 GRADING / SOILS 1.SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT, WHICH BY REFERENCE ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, OR IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND THESE PLANS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. 3.ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557, EXCEPT UNDER BUILDING FOUNDATIONS WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. 4.CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITH THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 5.SITE CLEARING SHALL INCLUDE THE LOCATING AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC. 6.ALL EXISTING VALVES, MANHOLES, ETC. SHALL BE RAISED OR LOWERED TO GRADE AS REQUIRED. GENERAL NOTES: CONTINUED 1.7 UTILITIES 1.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES EITHER DIRECT OR THROUGH BLUE STAKE TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. 2.CONTRACTOR TO VERIFY BY POTHOLING BOTH THE VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLING ANY NEW LINES. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 3.CONTRACTOR MUST START AT LOW END OF ALL NEW GRAVITY UTILITY LINES. MECHANICAL SUB-CONTRACTOR MUST BE PROVIDED CIVIL SITE DRAWINGS FOR COORDINATION AND TO CHECK THE FLOW FROM THE LOWEST POINT IN BUILDING TO THE FIELD VERIFIED CONNECTION AT THE EXISTING MAIN. NO EXTRA COMPENSATION IS TO BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO FAILURE TO COMPLY WITH THESE REQUIREMENTS. 4.CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, TYPE, AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY POTHOLING A MINIMUM OF 300 FEET AHEAD, PIPELINE CONSTRUCTION TO AVOID CONFLICTS WITH DESIGNED PIPELINE GRADE AND ALIGNMENT. EXISTING UTILITY INFORMATION SHOWN ON PLANS OR OBTAINED FROM UTILITY COMPANIES OR BLUE STAKED MUST BE ASSUMED AS APPROXIMATE, REQUIRING FIELD VERIFICATION. 5.CULINARY WATER AND FIRE SERVICE LINES TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS. 6.SANITARY SEWER MAINS AND LATERALS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY SEWER DISTRICT STANDARDS AND SPECIFICATIONS. 7.STORM SEWER TO BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS. 8.ALL STORM DRAIN AND IRRIGATION CONDUITS SHALL BE INSTALLED WITH WATER TIGHT JOINTS AND CONNECTIONS. 9.ALL STORM DRAIN PIPE PENETRATIONS INTO BOXES SHALL BE CONSTRUCTED WITH WATER TIGHT SEALS ON THE OUTSIDE AND GROUTED SMOOTH WITH A NON-SHRINK GROUT ON THE INSIDE. CONDUITS SHALL BE CUT OFF FLUSH WITH THE INSIDE OF THE BOX. 10.NO CHANGE IN THE DESIGN OF UTILITIES AS SHOWN WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF THE GOVERNING MUNICIPALITY, OR OTHER AUTHORITY HAVING JURISDICTION OVER THAT UTILITY. 11.ALL STORM DRAIN CONDUITS AND BOXES SHALL BE CLEAN AND FREE OF ROCKS, DIRT, AND CONSTRUCTION DEBRIS PRIOR TO FINAL INSPECTION. 1.8 SURVEY CONTROL 1.CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER THE SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR THE ALIGNMENT AND GRADE OF EACH MAIN AND/OR FACILITY AS SHOWN ON THE PLANS. THE STAKES SHALL BE MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE) WITH CUTS AND/OR FILLS TO THE APPROVED GRADE OF THE MAIN AND OR FACILITY AS SHOWN ON THE PLANS. 2.THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS FOR VERIFICATION PURPOSES. 3.CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE. 1.9 AMERICAN DISABILITIES ACT 1.PEDESTRIAN / ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS: *ROUTES SHALL HAVE A 2.00% (1:50) MAXIMUM CROSS SLOPE. *ROUTES SHALL HAVE A 5.00% (1:20) MAXIMUM RUNNING SLOPE. *RAMPS SHALL HAVE A 8.33% (1:12) MAXIMUM RUNNING SLOPE. 2.ADA PARKING STALLS AND ADJACENT ROUTES SHALL HAVE A 2.00% MAXIMUM SURFACE SLOPE IN ANY DIRECTION. 3.THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS. IN THE EVENT OF A DISCREPANCY IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO ANY CONSTRUCTION. MONUMENT LINE CENTER LINE SUBJECT PROPERTY LINE ADJACENT PROPERTY LINE EASEMENT LINE DITCH FLOWLINE FENCE LINE ATMS CABLE CABLE TV LINE COMMUNICATIONS LINE FIBER-OPTIC CABLE FIRE LINE IRRIGATION LINE NATURAL GAS LINE OVERHEAD COMMUNICATIONS OVERHEAD POWER LINE OVERHEAD TELEPHONE LINE OVERHEAD TELEVISION LINE POWER LINE POWER/COMMUNICATIONS LINE POWER/TELEPHONE LINE POWER/TELE/COMM LINE ROOF DRAIN LINE SECONDARY WATER LINE SANITARY SEWER LINE STEAM LINE STORM DRAIN LINE TELEPHONE LINE TELEPHONE/COMM LINE UNDERDRAIN UNDERGROUND COMMUNICATIONS UNDERGROUND POWER LINE UNDERGROUND TELEPHONE LINE UNDERGROUND TELEVISION WATER LINE CONTOUR LINE CURB & GUTTER (STD) CURB & GUTTER (OUTFALL) CONCRETE PAVEMENT STD. DUTY ASPHALT HEAVY DUTY ASPHALT SECTION CORNER (FOUND) SECTION CORNER (NOT FOUND) STREET MONUMENT BRASS CAP MONUMENT POWER POLE UTILITY POLE GUY ANCHOR POWER TRANSFORMER TRAFFIC SIGNAL CABINET LIGHT POLE TELEPHONE RISER TELEPHONE MANHOLE TRAFFIC SIGNAL BOX WATER MANHOLE WATER VALVE WATER METER FIRE HYDRANT SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE STORM DRAIN CURB INLET STORM DRAIN CATCH BASIN STORM DRAIN CLEANOUT STORM DRAIN COMBO BOX MAILBOX SIGN FLOW DIRECTION SPOT ELEVATION CONIFEROUS TREE DECIDUOUS TREE EXISTINGNEW EXISTINGNEW ATMS X X atms LEGEND TV tv C c FO fo F f G g IRR irr OHP ohp P p P/C p/c P/T p/t P/T/C p/t/c RD rd SW sw S s ST st SD sd T t T/C t/c UGP ugp W w GUY GUY TRANS TRANS TR TR T T W W WM WM S S SSCO SSCO SD SD SD SD MB MB 4572 44.00 EX TOC 44.00 TOC OHC ohc OHT oht OHTV ohtv UGC ugc UGTV ugtv UGT ugt 72 UD ud ABBREVIATIONS AC ACRE ADA AMERICANS WITH DISABILITIES ACT ATMS ADVANCED TRAFFIC MGMT. SYSTEM B&C BAR & CAP BC BUILDING CORNER BLUE BLUE STAKED ELECTRIC BLUFO BLUE STAKED FIBER OPTIC BLUG BLUE STAKED NATURAL GAS BLUIRR BLUE STAKED IRRIGATION BLUSD BLUE STAKED STORM DRAIN BLUSS BLUE STAKED SANITARY SEWER BLUT BLUE STAKED TELEPHONE BLUW BLUE STAKED WATER BM BENCHMARK BOB BOTTOM OF BOX BOL BOLLARD BOV BLOW-OFF VALVE BOW BACK OF WALK BW BOTTOM OF WALL ℄CENTERLINE CATV CABLE TELEVISION CBR CONCRETE BARRIER CC CURB CUT COL COLUMN COMM COMMUNICATIONS CONC CONCRETE CONST CONSTRUCTION CMP CORRUGATED METAL PIPE CP CONTROL POINT CTREE CONIFEROUS TREE CUFT CUBIC FOOT CUYD CUBIC YARD DEL DELINEATOR DIA or Ø DIAMETER DIP DUCTILE IRON PIPE DTREE DECIDUOUS TREE DYL DOUBLE YELLOW LINE E EAST EB ELECTRIC BOX EGL ENERGY GRADE LINE ELEV ELEVATION EM ELECTRIC METER EMH ELECTRIC MANHOLE EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE EOG EDGE OF GRAVEL EOL EDGE OF LAWN EX or EXIST EXISTING F FIRE FC FOUNDATION CORNER FD FOUND FDC FIRE DEPT. CONNECTION FDMN FOUND MONUMENT FDSC FOUND SECTION CORNER FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FNC FENCE FNCCL CHAIN LINK FENCE FNCIRN IRON FENCE FNCVYL VINYL FENCE FNCWD WOOD FENCE FNCWR WIRE FENCE FO FIBER OPTIC FOW FRONT OF WALK FT FEET G NATURAL GAS GAR GARAGE GB GRADE BREAK GL GROUND LIGHT GM GAS METER GMH GAS MANHOLE GUY GUY WIRE GV GAS VALVE HDPE HIGH DENSITY POLYETHYLENE HG HEADGATE HGL HYDRAULIC GRADE LINE HP HIGH POINT HW HEADWALL or HIGH WATER HWY HIGHWAY ICO IRRIGATION CLEANOUT ICV IRRIGATION CONTROL VALVE IE INVERT ELEVATION IRR IRRIGATION LF LINEAR FEET LIP LIP OF GUTTER LP LOW POINT or LIGHT POLE MAX MAXIMUM MIN MINIMUM MON MONUMENT MP METAL PIPE MW MONITORING WELL N NORTH NG NATURAL GROUND NGRET NG AT RETAINING WALL NR NAIL & RIBBON NW NAIL & WASHER NTS NOT TO SCALE OG ORIGINAL GROUND OH OVERHANG OHC OVERHEAD COMMUNICATIONS OHP OVERHEAD POWER OHT OVERHEAD TELEPHONE OHTV OVERHEAD TELEVISION ⅊PROPERTY LINE PB POWER BOX PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PI POINT OF INTERSECTION PM PARKING METER PP POWER POLE PRC POINT OF REVERSE CURVE PRK PARKING STRIPE POC POINT OF CONNECTION PT POINT OF TANGENCY PWR POWER PVC POLYVINYL CHLORIDE PIPE R RANGE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REV REVISION ROW RIGHT-OF-WAY RR RAILROAD S SOUTH SAD SEE ARCHITECTURAL DRAWINGS SD STORM DRAIN SDCB STORM DRAIN CATCH BASIN SDCO STORM DRAIN CLEOUNOUT BOX SDMH STORM DRAIN MANHOLE SEC SECTION SPECS SPECIFICATIONS SLB&M SALT LAKE BASE & MERIDIAN SQ SQUARE SQFT SQUARE FEET SQYD SQUARE YARD SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE ST STEAM STA STATION STD STANDARD STM STORM SYL SOLID YELLOW LINE SWL SOLID WHITE LINE T TOWNSHIP TBC TOP BACK OF CURB TELE TELEPHONE TFC TOP FACE OF CURB TL TREE LINE TMH TELEPHONE MANHOLE TOA TOP OF ASPHALT TOC TOP OF CONCRETE TOE TOE OF SLOPE TOP TOP OF SLOPE or TOP OF PIPE TOW TOP OF WALK TR TELEPHONE RISER TV TELEVISION TW TOP OF WALL TRANS TRANSFORMER TSP TRAFFIC SIGNAL POLE TSB TRAFFIC SIGNAL BOX UD UNDERDRAIN UGC UNDERGROUND COMMUNICATIONS UGP UNDERGROUND POWER UGT UNDERGROUND TELEPHONE UGTV UNDERGROUND TELEVISION U.N.O.UNLESS NOTED OTHERWISE UP UTILITY POLE VCP VITRIFIED CLAY PIPE VP VERTICAL PIPE W WEST or WATER WM WATER METER WMH WATER MANHOLE WS WATER SURFACE WTR WATER WV WATER VALVE WW WATERWAY Pr i n t e d : 31 M a r 2 0 2 3 2: 5 5 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 - Pl a n r e - s u b m i t t a l 2 Civil Notes C601 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 5 | C 8 0 1 2 |C801 3 | C 8 0 1 4 |C801 6│C8 0 1 70 sf Equipment Storage 301 53 sf Ward Storage 302 2'-0" deep shelving (4 shelves equal spacing) 12 ' - 0 " 14' - 0" 1/2" sheathing. Typical Simpson PAHD42 hold down straps or equal at each end of shear wall shear wall 2 x 4 stud walls at 16" O.C. Typical 301a 302a SB Floor 0' -0" Truss Bearing 8' -1 1/8" Roofing material to match main building Metal drip edge and fascia Metal door, painted Light fixture -See Electrical Sheets Stone veneer to match main building Soldier Course Brick to match main building 301a SB Floor 0' -0" Truss Bearing 8' -1 1/8" Stone veneer to match main building Attic vent -See Mechanical Sheets Metal drip edge and fascia Soilder Course Brick to match main building SB Floor 0' -0" Truss Bearing 8' -1 1/8" Roofing material to match main building Metal drip edge and fascia Soldier Course Brick to match main building Stone veneer to match main building SB Floor 0' -0" Truss Bearing 8' -1 1/8" Stone veneer to match main building Metal drip edge and fascia Light fixture -See Electrical Sheets Soldier Course Brick to match main building 302a 8' - 1 1/8"E│C801 D│C801 5" 1'-0" C│C801 2X4 Support members at all edges, anchor to wall studs, painted Wall line 3/4" Wood shelf painted Varies Hollow metal frame, painted Hollow metal door, painted Sealant (typical) 7/16 Wood sheathing, painted 2x4 Studs at 16" O.C. Air infiltration barrier 7/16 Wood sheathing all exterior wall sheathing shall be attached with 10d nails @ 4" o.c. at panel edges and 6" o.c. field nailing. Fiber cement siding Code Analysis IBC 2018 Occupancy S-1 Construction Type V -B ; Non-Sprinklered Height Stories 1 Building Area 241 Gross SF 12' Occupant Load 241/300 = .80 = 1 Occupant Building is Unconditioned -No Heating or Cooling Building Code Truss Bearing 8' -1 1/8" 19/32" 40/20 span rating sheathing with 10d nails @ 6" o.c. at edge and field Simpson H1 at truss Drip edge and fascia metal Metal soffit (2) 2x6 Header with plywood spacers A35 at each block 2x full depth blocking Metal threshhold set on grout bed and anchored into concrete Expansion joint and sealant #4 at all openings Metal door and frame -painted 24" 16" at 18" o.c. 0' - 8 " Stone veneer Pre-finished metal drip edge with hemmed edge Expansion joint and sealant 2x4 still plate with 1/2" dia. x 6" embedment anchor bolts at 32" o.c. max. and 12" max. from corners 1' - 8" 1' - 0 " (2) #4 continuous - concrete shall be 3000 psi at 28 days #4 at 16" o.c. horizontal and vertical -concrete shall be 4500 psi at 28 days 3/ 2 8 / 2 0 2 3 7 : 1 9 : 3 0 P M C801 Storage Building Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p s 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/4" = 1'-0" Floor Plan1 Scale:1/4" = 1'-0" Building Elevation2 Scale:1/4" = 1'-0" Building Elevation3 Scale:1/4" = 1'-0" Building Elevation4 Scale:1/4" = 1'-0" Building Elevation5 Scale:1/4" = 1'-0" Section6 Scale:1 1/2" = 1'-0" Shelf DetailA Scale:1 1/2" = 1'-0" Jamb DetailB Install fiber cement and manufactured stone veneer finishes per manufacturer's recommendations. See Detail Sheets A211, A212, and A213. Note: Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 O c t 2 0 2 2 B i d D o c u m e n t s Scale:1 1/2" = 1'-0" Head DetailEScale:1 1/2" = 1'-0" Door Threshold DetailDScale:1 1/2" = 1'-0" Wall Base DetailC 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w OWNER PROVIDED EQUIPMENT LIST MANUFACTURERITEM MODEL NO.QUANTITY PAVILION KIT 1 8' WELDED FRAME PICNIC TABLE 18 DRINKING FOUNTAIN BIKE RACK TRASH RECEPTACLES PER PROJECT MANAGER PER PROJECT MANAGER PER PROJECT MANAGER - - Ma r k De s c r i p t i o n Da t e (D - M - Y ) - - - - - - - - - - - - Pr o j e c t f o r : Supplier: Stamp: C811 Sheet Title: Sheet: Project Number: Plan Series: Property Number: PLAN VIEWS 30 ' x 6 0 ' G l u l a m P a v i l i a n Ki t 1 O p t i o n A 5t h W e s t U n i v e r s i t y B l v d Re x b u r g , I d a h o 11/20/2022 ELEVATION 100'-0" - - Ma r k De s c r i p t i o n Da t e (D - M - Y ) - - - - - - - - - - - - C812 PLAN VIEWS Sheet Title: Sheet: Project Number: Plan Series: Property Number: Pr o j e c t f o r : Supplier: Stamp: 30 ' x 6 0 ' G l u l a m P a v i l i a n Ki t 1 O p t i o n A 5t h W e s t U n i v e r s i t y B l v d Re x b u r g , I d a h o 11/20/2022 2x4 NAILER - - Ma r k De s c r i p t i o n Da t e (D - M - Y ) - - - - - - - - - - - - C813 Sheet Title: Sheet: Project Number: Plan Series: Property Number: Pr o j e c t f o r : Supplier: Stamp: SECTION AND DETAIL VIEWS 30 ' x 6 0 ' G l u l a m P a v i l i a n Ki t 1 O p t i o n A 5t h W e s t U n i v e r s i t y B l v d Re x b u r g , I d a h o 11/20/2022 - - Ma r k De s c r i p t i o n Da t e (D - M - Y ) - - - - - - - - - - - - C814 Sheet Title: Sheet: Project Number: Plan Series: Property Number: Pr o j e c t f o r : Supplier: Stamp: ROOF VIEWS AND DETAILS 30 ' x 6 0 ' G l u l a m P a v i l i a n Ki t 1 O p t i o n A 5t h W e s t U n i v e r s i t y B l v d Re x b u r g , I d a h o 11/20/2022 . . M1 M2 2'4'3'18" LANDSCAPE KEY UNIVERSITY P A R K W A Y 50 0 W E S T S T R E E T Property Line - Fence SHED DRIVEWAY DRIVEWAY PARKING PARKING PARKING PARKING PARKINGPARKING PARKING PARKING SidewalkSidewalk SidewalkSidewalk Si d e w a l k Si d e w a l k Asphalt Side w a l k Asphalt Side w a l k HC Sign HC Sign HC Sign HC Sign HC S i g n HC S i g n LAWN LAWN LAWN POND N.I.C. Sidewalk LAWN LAWN Bike Rack Trash HC Sign HC Sign M2 M2 M2 M2 M2 M2 M2 M2 M1 M1 M1 M1 M1 M1 Note: Park strip trees to be 2" Caliber Little Leaf Linden planted 40' O.C. M1 M2 Pavilion M1 M2 M2 M2M2 M2 MATCH LINE "A" RECREATIONAL LAWN Mo w C u r b M1 M2 Pole Light Pole Light Pole Light Pole Light Pole Light Pole Light Pole Light Pole Light Pole Light Pole Light PL PL M1 M1 M2 M2 M2 M2 M2 M2 M2 M1 M2 Sidewalk M1 Pole Light Asphalt Sidewalk M1 Mow LAWN MOW CURB M2 M2 Pole Light Pole Light M2 M2 M2 M2 M2 M2 M2 M2 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 o o o o o o o o M1 M1 o o o oo o o o o o o o o o o o X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX X X X X X X X XX X X X X X X X XXXXXX X X X X X X X X X X XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G G HC SignHC Sign ConcreteFountain Curb Mow Curb Mow Curb Typ. Mow Curb Mow Curb Mow Curb Mow Curb Typ. Mow Curb Mow Curb Mow Curb Property Line - Fence Property Line - Fence Pr o p e r t y L i n e - F e n c e Pr o p e r t y L i n e - F e n c e Pr o p e r t y L i n e - F e n c e Mow Curb Mow Curb Typ. Po l e L i g h t Po l e L i g h t M2 M1 M1 Pole Light Retention Pond Retention Pond M2 M2 M1 M1M2M2M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2M2M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1M1 M1 M1 M1 M1 M1 M1 M1 M1 N.I.C. o o M1 oo M1 M1 M1 M1 M1 M1M1 M1 M1 M1 o o o oo o o o o o o o o o o o o o o o o o oo o o o M1 M1 M1 M1 o o o o o o o o o o o o o M1M1 M1 M1 M1 M1 M1 M1 M2 M2 M2 M2 M2 M2 M2 M2 M2 LAWN LAWN LAWN LAWN LAWN Property Line - Fence Pr o p e r t y L i n e - F e n c e Meetinghouse M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1M1M1M1 M1 M1 M1 M1 M1 M1 M1 M1 M1M1 M1 M1 M1 M1 M1 M1 M1 M1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX X X X X X X X XX X X X X X X X XXXXXX X X X X X X X X X X XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G Xre f . \ x p l a n s i t e U P D A T E . d w g 1' Contour Interval 1' Contour Interval Topsoil Berm Typ. 1' Contour Interval Topsoil Berm Typ. Topsoil Berm Typ. SITE AREASMAIN BUILDING31,338 SF12.73%STORAGE BUILDING168 SF0.07%PAVILION 1,800 SF 1.11%ASPHALT 100,117 SF40.67%CONCRETE 23,868 SF 9.70%LANDSCAPING90,683 SF 35.73%TOTAL SITE: 246,174 SF 5.65 ACRES TOTAL PARKING PROVIDED:317Site Data SITE AREAS MAIN BUILDING 31,338 SF 12.73% STORAGE BUILDING 168 SF 0.07% PAVILION 1,800 SF 1.11% ASPHALT 100,117 SF 40.67% CONCRETE 23,868 SF 9.70% LANDSCAPING 90,683 SF 35.73% TOTAL SITE: 246,174 SF 5.65 ACRES TOTAL PARKING PROVIDED:317 Site Data M2 M2 M2 Typ. Typ. Typ. Typ. Typ. Pavilion MATCH LINE "A" RECREATIONAL LAWN NOTE: Row of Existing Spruce Trees on Neighbors Property X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X Curb Mow Curb Mow Curb Property Line - Fence Pr o p e r t y L i n e - F e n c e Pr o p e r t y L i n e - F e n c e M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X M2 M2 M2 M2 M2 M2 Typ. Typ. Typ. M1 M2 2'4'3'18" LANDSCAPE KEY Pr i n t e d : 30 M a r 2 0 2 3 1: 1 8 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 22 M a r 2 0 2 3 Si t e P l a n R e - s u b m i t t a l 2 Scale:1 Landscape Plan 1" = 20'-0" 0'10'20'40'80' Landscape Plan L101 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . UNIVERSITY P A R K W A Y 50 0 W E S T S T R E E T Property Line - Fence DRIVEWAY Asphalt Side w a l k POND N.I.C. Sidewalk Bike Rack Pavilion G G Concrete Property Line - Fence Pr o p e r t y L i n e - F e n c e Pr o p e r t y L i n e - F e n c e Pr o p e r t y L i n e - F e n c e N.I.C. Property Line - Fence Pr o p e r t y L i n e - F e n c e Meetinghouse 1.0VALVE SIZE ZONE NO.GPM OR DRIPA125 Valve Key 1.0 L9 16 C POC - CULINARY WATER Stop & Waste Valve to be installed by Utility Contractor. See Detail K Sheet L521 Qc CI Culinary Water Meter Install pressure line on Meetinghouse side of the sidewalk Typ. Install pressure line on Meetinghouse side of the sidewalk Typ. "A"2" Supply Lin e "A " 2" S u p p l y L i n e 2" M a i n L i n e 2" Main Line 2" M a i n L i n e 2" M a i n L i n e 2" Main Line (Locate sout h s i d e o f s i d e w a l k ) (To be conn e c t e d t o B a c k f l o w ) (T o b e c o n n e c t e d t o S t o p & W a s t e V a l v e ) Wi r e & M a i n L i n e S l e e v e s Install piping in planter on inside of the sidewalk. Pipe drawn on paving for clarity only. Install piping in planter on inside of the sidewalk. Pipe drawn on paving for clarity only. 1.0 L3 17 1.0 L4 18 1.0 L1 24 1.5 L2 37 1.0 L5 25 1.5 L6 38 1.0 L7 28 1.0 L8 23 1.5 L10 36 1.5 L11 51 1.5 L12 45 Qc Qc Qc 1.0 D10 D 1.0 D9 D 1.0 D8 D 1.0 D7 D 1.0 D4 D 1.0 D6 D 1.0 D3 D Qc Qc 1.25" Main Line 1. 2 5 " M a i n L i n e 1. 2 5 " M a i n L i n e 1. 2 5 " M a i n L i n e 2" Main Line 1.25" Main Line 1. 2 5 " M a i n L i n e 1. 2 5 " M a i n L i n e 1. 2 5 " M a i n L i n e 1.25" Main Line 1.5" Main Line 1.5" Main Lin e 2" Main Line 1. 2 5 " M a i n L i n e Qc Qc 1.0 D1 D 1.0 D2 D Sleeve Typ. Sleeve Typ. Sl e e v e T y p . Sleeve Typ. Sleeve Typ.Sleeve Typ. 3 4" 2" Main Line 1.25" Main Line 2" 2" 2" 2" 2" 2" 2" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4"3 4"1"1" 1"1" 11 2" 3 4"3 4"3 4"3 4" 3 4"3 4"3 4"3 4"11 2"2"1" 1" 1 4"1 1 4"1 1 4"1 1 4"1 1 4"1 1 4"1 3 4" 3 4" 3 4" 3 4" 3 4"3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1 4"1 1" 1" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 1"3 4"1"1" 1"1"1" 3 4" 3 4"3 4"3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 3 4" 1 4"1 1 4"1 1 4"1 1 4"1 3 4"3 4" 3 4" 1"1"1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 1" 1" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 1" 11 2"1 4"1 1 4"1 3 4"3 4"3 4" 3 4" 3 4" 1" 1"1"1" 1" 11 2" 3 4" 3 4" 3 4"3 4"3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1"1"1" 1 4"1 3 4" 3 4" 3 4" 3 4" 1" 1" 1" 3 4"3 4" 3 4" 3 4" 3 4" 3 4"3 4" 3 4" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4"3 4" 1" 1" 1" 1" 1" 3 4" 3 4" 3 4" 3 4" 3 4"3 4"3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 1" 1" 3 4" 3 4" 1"1" 1"1" 1" 1" 1" 1" 1" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 3 4" 3 4"3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 1 4"1 1 4"1 1" 1" 3 4" 1" 1"1" 1" 1" 1" 1"1" 1 4"1 3 4"3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 3 4" 1 4"1 1" 1" 1 4"1 11 2" 11 2" 1 4"1 3 4" 3 4" 3 4" 3 4" 1"1"1" 1" 1" 1" 1" 3 4" 3 4" 3 4" 3 4" 3 4"3 4" 3 4" 3 4"1" 1" 1" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 1 4"1 3 4" 3 4" 3 4" 1 4"1 1 4"1 1 4"1 1 4"1 1"1" 1"1"1"1" 3 4" 3 4" 3 4" 3 4" 3 4"3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 1" 1" 1"1"1" 1" 3 4"3 4"3 4" 3 4"3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 3 4" 3 4" 1" 1" 1" 1" 1" 1" 3 4" 1" 1 4"13 4" 1" 1" 1" 1" 1"1" 1" 1"1" 1" 3 4" 1"1"3 4"3 4" 3 4" 3 4" 3 4"3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1"1" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 1" 3 4" 1" 1" 1" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 3 4"3 4" 3 4" 3 4"3 4" 3 4" 3 4" 3 4" 3 4" 3 4"1"1"1"1"1" 3 4"3 4"3 4"3 4" 3 4"3 4"3 4"3 4" 1"1"1"1" 1" 1" 1" 1" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1 4"1 1 4"1 1 4"1 1 4"1 1" 3 4" X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X XXXXXX X X X X X X X X X X XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G Xref . \ x p l a n s i t e U P D A T E . d w g Sl e e v e T y p . Sl e e v e T y p . MATCH LINE "A" Pavilion Property Line - Fence Pr o p e r t y L i n e - F e n c e Pr o p e r t y L i n e - F e n c e 2" 2" 3 4"3 4"3 4"3 4" 3 4"3 4"3 4"3 4"1"1" 1"1" 11 2" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4"3 4"1"1" 1"1" 11 2" 1 4"1 3 4" 3 4" 3 4" 3 4"3 4"3 4" 3 4" 3 4" 1 4"1 1 4"1 1" 1" 1" 1" 1" 1" X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X MATCH LINE "A" 1.0VALVE SIZE ZONE NO.GPM OR DRIPA125 Valve Key Pr i n t e d : 30 M a r 2 0 2 3 1: 2 7 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 22 M a r 2 0 2 3 Si t e P l a n R e - s u b m i t t a l 2 Scale:1 Irrigation Plan 1" = 20'-0" 0'10'20'40'80' Irrigation Plan L201 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w ” ‘ Pr i n t e d : 30 M a r 2 0 2 3 12 : 4 8 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 22 M a r 2 0 2 3 Si t e P l a n R e - s u b m i t t a l 2 Landscape Details L501 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 21" MIN. 5' - 3 3 / 4 " 12 " M I N . 1" MIN. 6" MIN. 6" MIN. Pr i n t e d : 30 M a r 2 0 2 3 12 : 4 9 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 22 M a r 2 0 2 3 Si t e P l a n R e - s u b m i t t a l 2 Irrigation Details L521 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Pr i n t e d : 30 M a r 2 0 2 3 12 : 5 5 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 22 M a r 2 0 2 3 Si t e P l a n R e - s u b m i t t a l 2 Irrigation Details L522 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w C IRRIGATION LEGEND - Heads IRRIGATION LEGEND - Controller & Valves IRRIGATION LEGEND - Pipe & Drip B TREE LEGEND SHRUB LEGEND GRASS & PERENNIAL LEGEND CI Qc Landscape Notes Irrigation Notes 1. THIS SYSTEM IS BASED UPON AN AVAILABLE STATIC PRESSURE OF 75 P.S.I. MINIMUM AND 58 G.P.M. AND 2" CULINARY WATER CONNECTION. PRIOR TO CONSTRUCTION CONFIRM STATIC PRESSURE OF THE WATER SUPPLY AND SIZE OF CONNECTION. NOTIFY LANDSCAPE ARCHITECT IF SIZE AND P.S.I. ARE INADEQUATE. 2. THE STOP AND WASTE VALVE AND STAND PIPE WILL BE INSTALLED BY THE SITE UTILITY CONTRACTOR. SEE DETAIL "K" SHEET L521. 3. THIS PLAN IS SOMEWHAT DIAGRAMMATIC. SYSTEM COMPONENTS MAY BE SHOWN IN PAVED AREAS OR OUT OF LANDSCAPE AREAS FOR PLAN CLARITY. ALL PIPING AND COMPONENTS TO BE INSTALLED IN LANDSCAPE AREAS. COORDINATE WITH LANDSCAPE DRAWING TO AVOID CONFLICTS WITH PLANT MATERIALS ESPECIALLY TREES. 4. LOCATE ALL VALVES AND BOXES NO MORE THAN 12" FROM CURB OR SIDEWALK FOR EASY ACCESS AND MAINTENANCE. USE TAN VALVE BOXES AND LIDS WHEN LOCATED IN MULCH AREAS, GREEN IN LAWN AREAS. USE JUMBO VALVE BOXES FOR DRIP VALVE ASSEMBLIES. 5. LOCATE SLEEVES UNDER ALL PAVED SURFACES WHERE PIPE OR WIRES CROSS UNDER. SLEEVE SIZE SHALL BE MINIMUM 2 PIPE SIZES LARGER THAN THE LATERAL OR MAIN PIPE. CONTROL WIRES SHALL BE PLACED IN SEPARATE SLEEVES. INSTALL MORE THAN ONE SLEEVE PER LOCATION IF NECESSARY TO ACCOMMODATE NECESSARY PIPES. EXTEND SLEEVES 6" BEYOND PAVED SURFACE ON EACH SIDE. 6. CONNECT SHRUB & PERENNIAL DRIP EMITTER ASSEMBLIES TO NEAREST LATERAL LINE. THE INTENT IS FOR ALL SHRUBS AND TREES TO RECEIVE AN APPROPRIATE EMITTER AS PER DOCUMENTS. DETERMINE EXACT LOCATION AND QUANTITY OF EMITTERS FROM THE LANDSCAPE PLAN, NOT WHAT DRAWN ON THIS PLAN. 7. THE SHRUBS AND THE TREES SHALL BE ON SHARED ZONE VALVES. 8. VERIFY EXACT LOCATION OF ELECTRIC CONTROLLER WITH OWNER. INSTALL AS PER MANUFACTURERS RECOMMENDATIONS. COORDINATE WITH ELECTRICIAN EARLY IN PROJECT TO ASSURE CONTROLLER SLEEVES ARE INSTALLED PROPERLY. SEE DETAILS 'L&M' SHEET L522. 9.CONTROL WIRE FROM CONTROLLER TO THE HYDROMETER TO BE CAGE ELECTRICAL: EV-CAB-SEN #18 OR APPROVED EQUAL. 10. INSTALL (3) GROUNDING RODS ADJACENT TO CONTROLLER AS PER MANUFACTURES RECOMMENDATIONS. 11. 120v POWER FROM THE SHED NEEDS SUPPLIED TO THE FILTER BY THE ELECTRICIAN. INSTALL A STEEL LOCKING ENCLOSURE OVER THE AMIAD FILTER. SEE DETAIL 'B' SHEET L521. 12.THIS SYSTEM IS DESIGNED TO BE PURGED OF WATER WITH COMPRESSED AIR IN THE FALL. DO NOT INSTALL AUTOMATIC DRAINS. 13. A 2" SUPPLY LINE, IN ADDITION TO THE MAIN LINE, NEEDS TO BE INSTALLED FROM THE POC STOP AND WASTE VALVE TO THE SHED. THIS LINE IS INDICATED ON THIS DRAWING ONLY AT KEY POINTS. 14.THIS SYSTEM IS DESIGNED TO BE PURGED OF WATER WITH COMPRESSED AIR IN THE FALL. DO NOT INSTALL AUTOMATIC DRAINS. 1.0VALVE SIZE ZONE NO.GPM OR DRIPA125 Valve Key o 1. IMPORTED TOPSOIL: ALL LAWN AREAS SHALL RECEIVE FIVE (5) INCHES OF APPROVED STOCKPILED OR IMPORTED TOPSOIL. SUBMIT A RECENT, WITHIN 60 DAYS, TOPSOIL ANALYSIS ON PROPOSED TOPSOIL FOR REVIEW AND APPROVAL. ADD AMENDMENTS, IF REQUIRED, AS PER ARCHITECTS RECOMMENDATION. EACH PLANT MATERIAL PIT WIDTH WILL BE REQUIRED TO BE (3) THREE TIMES THE DIAMETER OF THE ROOT BALL AND BE BACKFILLED WITH A MIX OF HALF IMPORTED TOPSOIL AND HALF EXCAVATED SOILS. DO NOT INSTALL ANY TOPSOIL OR IRRIGATION UNTIL THE SUB-GRADE HAS BEEN CHECKED AND APPROVED FOR PROPER DEPTH BY THE ARCHITECT OR LANDSCAPE ARCHITECT. 2.STOCKPILED AND IN-PLACE TOPSOIL ALLOWED IN COBBLE ROCK AREAS. EXISTING IN-PLACE SOILS MAY BE LEFT IN PLACE. REMOVE ANY SURFACE VEGETATION AND DEBRIS. 3. ALL LANDSCAPE AREAS NOT LAWN TO BE COVERED WITH COBBLE ROCK. SEE MISC. LANDSCAPE KEY LOCATED ON THE LANDSCAPE PLAN L101. M1 COBBLE ROCK TO BE INSTALLED THREE (3) INCHES DEEP MINIMUM. M2 COBBLE ROCK TO BE INSTALLED 4" DEEP MINIMUM. ALL COBBLE ROCK TO BE FINISH GRADED ONE (1) INCH BELOW ADJACENT CONCRETE EDGES. SUBMIT INFORMATION ON PROPOSED COBBLE ROCK TO LANDSCAPE ARCHITECT FOR APPROVAL BEFORE BID. 4. WEED BARRIER FABRIC TO BE PLACED UNDER ALL COBBLE ROCK MULCH M1 AND M2. OVERLAP 6" AT JOINTS AND ADHERE TO GROUND USING 1" BY 6" STEEL WIRE STAKES PLACED A MINIMUM OF 4' O.C. ON ALL EDGES. 5. LAWN SHALL BE A BLEND OF AT LEAST THREE KENTUCKY BLUEGRASS VARIETIES. LAWNS SHALL BE INSTALLED IN THE FORM OF SOD FROM A LOCAL GROWER. THE SOD SUPPLIER MUST BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE DELIVERY AND INSTALLATION. 6. INSTALL TOP OF DRAIN CATCH BASINS FLUSH WITH FINISH GRADE ELEVATIONS TO ALLOW WATER TO DRAIN IN. REMOVE THE WEED BARRIER FABRIC FROM COVERING THE GRATE OPENINGS. MAKE SURE LOCATIONS ARE NOTED ON RECORD DRAWINGS. 7. FREE STANDING BOULDERS TO BE THE SIZES INDICATED ON THE DRAWINGS. BOULDERS TO BE OF A NATURAL APPEARANCE, QUARTZ OR OTHER SIMILAR HARD ROCK, OF A BROWN COLOR. SUBMIT A FULL SIZED SAMPLE FOR APPROVAL BEFORE INSTALLATION. PARTIALLY BURY AND PLACE BOULDERS SO THEY HAVE A NATURAL LOOKING APPEARANCE. SEE DETAIL 'K' ON DRAWING L501. SUBMIT PROPOSED BOULDER INFORMATION WITH BID. SUBMIT INFORMATION ON PROPOSED BOULDERS TO LANDSCAPE ARCHITECT FOR APPROVAL BEFORE BID. 8. CONCRETE MOW CURB INSTALLATION IS DESCRIBED ON THE SITE PLAN DETAILS AND CONCRETE SPECIFICATIONS. MOW CURBS BETWEEN THE TWO SIZES OF COBBLE ROCK ARE NOT REQUIRED. 9. DECO 10. MAKE SURE ALL LANDSCAPE AREAS HAVE POSITIVE DRAINAGE OUT OF PLANTERS FOLLOWING FINISH GRADING AS PER GRADING AND DRAINAGE DRAWINGS. 11. SEE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 12. INSTALL THE NUMBER OF PLANTS DRAWN ON THE PLANS. Slopes Setbacks/easements Soil ph University District Zone Soils testing not competed by engineers or provided. Requested before bid documents. From the North Windy Site, Especially in winter Undeveloped property Yes -automatic Total Site Area Total Landscape Area Recreation Lawn Street Frontage Primary Entries Building Perimeter 10% - 25% 25% 15% Recommended Tree Effect Frame Entry 36.8% 5% - 25% 16% Climate zone Zoning ordinance Water availability Soil type Wind Microclimates Zone 3 75 p.s.i. and 58 g.p.m. Mild slopes adajcent building and parking / Some moderate perimeter slopes See site plan No testing supplied Lawn Area Percentage 0 sq. ft. Irrigation system 90,683 sq. ft. Trees on site None existing 21,123 sq.ft. % of total landscape area Other Lawn 6,470 sq.ft Recreation lawn area not included. 30% - 55% 25% - 60% 15% - 35% Perimeter Sides Actual 50% 26% Frame Building Accent Building % of Landscape %/# Required by Local Jurisdiction Eco-Region 10.1 - Northern Cold Desert Coverage Area 15% Minimum Perimeter Rear Recommended mature shrub coverage Trees Provided / Trees required 246,174 sq.ft. DESIGN CRITERIA PLANT COVERAGE LANDSCAPE DATA NA 18% - Park Strip not included. Recreational Lawn area not included. 23% 10% 68% NA NA 26 / 25 NA NA NA NA All Shrubs/Groundcover 63,090 sq.ft. % of total landscape area Pr i n t e d : 30 M a r 2 0 2 3 1: 2 8 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 Ch u r c h P r o p e r t y : 50 1 - 3 5 6 0 Is s u e D a t e : 11 A p r 2 0 2 3 BH D P r o j e c t : 21 0 9 22 M a r 2 0 2 3 Si t e P l a n R e - s u b m i t t a l 2 Legends L601 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . Note: For mechanical enclosures, see the Site Sheets. Note: All wall finishes, including gypsum board, are shown on Sheet A106 Main Floor Finish Plan. 2 | A 2 0 1 2 |A202 1 | A 2 0 2 1 |A201 114a Hallway 171 Bishop 103 Interview 101 Bishop 104 Interview 102 Clerk 106 Waiting 105 Storage 148 Storage 149 Storage 123 Interview 126 Interview 127 Waiting 128 Clerk 124 Stake Pres 125 High Council 129 Vest 130 Custodial 116 Tech 154 Men 158 Women 157 Mothers 159 Vest 191 Clerk 192 Bishop 193 Bishop 189 Waiting 190 Interview 188 Interview 187 Clerk 164 Bishop 165 Bishop 166 Waiting 163 Interview 162 Interview 161 Vest 160 Vest 131 Chapel 146 Cultural Center 147 Cultural Center 150 Chapel 151 Rostrum 152 Hallway 140 Hallway 119 Hallway 155 Room 185 Room 186 Women 167 Men 168 Women 107 Men 108 Family RR 142 Sac Prep 141 Materials Center 143 Rostrum 145 Room 121 Room 120 Room 117 Room 118 Room 169 Room 170 Room 173 Room 172 Room 133 Room 132 Clerk 139 Bishop 138 Bishop 134 Waiting 137 Interview 135 Interview 136 Vest 112 Foyer 111 Fire Riser 176 Bishop 182 Bishop 177 Clerk 181Interview 178 Waiting 180 Foyer 183 Vest 184 Interview 179 Serving Area 174 Room 156 Electrical 114 Serving Area 115 Table/Chair Storage 113 Room 109 Room 110 Stair 122 Mothers 144 Custodial 175 Sac Prep 153 125a 127a 124a 128a 123a 126a 120a 121b121a120b 122b 122a 129b 129a 159a 157a 158a 150a 151c 151d 103a 104a 101a 102a 106a 156a 107a P120P117 108a P118 134a 138a 136a135a 139a 132a P132 115b 116a113a 109a P110 110a 118b117a118a117b 154a 115c 115a 147a 151a 147b 150b 151b 166a 165a 161a 162a 164a 189a 193a 187a 192a 146c 146a 167a 168a 146b 146d 143a P169 P170 P172 177a 182a 179a 178a 181a 174a 186a 185a 174b 170b170a 172a 172b 173b173a169a169b 141a 142a 144a 149a 148a 174c 176a 175a P147 P151P146 133a 1.3 2 3 5 6 7 8 10 11 12 12.3 12.6 12.7 1 9 4 A.6 A.6 A.3 A BB CC EE FF GG G.3 G.6 DD C.10 D.10 D│A601 D│A601 E│A601 E│A601 188a 191b 191a 130a130b 112a 112b 112c 112d 111d111c111a111b 131c 131d131b 131a 160a 160b 160c 160d 183a 183b 183c 183d 184d184c184b184a 1│A401 2│A401 2│A402 2│A409 3│A402 4│A3 0 2 4│A3 0 2 6│A3 0 3 6│A3 0 3 5│A3 0 3 5│A3 0 3 8│A3 0 4 8│A3 0 4 7│A3047│A304 A│A3 1 4 A│A3 1 4 14│A30614│A306 10 │A3 0 5 10 │A3 0 5 A409 3 | A 4 0 9 9│A304 9│A304 3│A301 3│A301 B│A6 0 1 06-13 06-13 11-13 11-13 4' - 0" 10-24 10-24 10-24 10-24 06-13 06-13 06-13 06-13 11-7 10-22 10-22 10-22 10-22 06-11 28-2 1│A402 5' - 3" 3a |A401 1│A403 3a |A401 1│A409 1│A301 1│A301 2│A302 2│A302 07-27 07-27 07-27 07-2707-2707-2707-27 07-27 07-27 07-27 07-27 07-27 07-27 07-27 07-27 07-27 4│A501 3│A501 3│A501 3│A501 3│A501 2│A501 1│A501 1│A501 1│A501 2│A501 07-27 1│A501 09-15 06-18 12-4 10-28 10-29 27-4 27-4 12 │A3 0 6 12 │A3 0 6 13│A30613│A306 11 │A3 0 5 11 │A3 0 5 09-18 09-18 09-18 09-18 E│A702 E│A702 D│A702 C│A702 A702 J | A 7 0 2 11-7 11-7 10-30 10-30 21-2 B│A612 5│A310 6│A310 06-14 06-14 06-14 06-14 06-1406-1406-1406-14 5│A501 1. Roof: R-49 unfaced batt cavity insulation. See B/A502 and Section 07 2100. 2. Exterior walls: R-4.6 continuous 1”rigid insulation. Unfaced batt cavity insulation per wall stud thickness: 2x6 = R-19, 2x8 = R-26, 2x10 = R-32, 2x12 = R-38. See Section 07 2100. 3. Exterior foundation walls: R-4.6 continuous 1”rigid insulation. See I/A212 and Section 07 2100. 4. Vinyl windows: 0.31 U-factor and 0.20 SHGC. Certified by an independent laboratory per NFRC 100 and labeled by the manufacturer. See Section 08 5313. 5. Storefront openings: 0.43 U-factor and 0.24 SHGC. See Section 08 4313. 6. Hollow metal doors: R-6. See Section 08 1113. 7. Vapor retarder: Continuous from slab, up wall, through roof under roof insulation, and down wall to slab. Seal air tight. See Section 07 2500. 8. Envelope continuity: No holes or gaps in the building insulation envelope. See Sections 07 2100 and 07 2500. Building Insulation Envelope Minimum Requirements 20 2 3 - 0 3 - 3 0 5 : 5 6 : 3 6 P M A101 Floor Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" Floor PlanI 0'8'16'4'32' Keyed Notes 06-11 Wall-Mounted Open Adjustable Shelving, See Q/A701. 06-13 Recessed Hymn Book Shelf, Refer to R/A702. 06-14 Hymn Book Shelf, Refer to Q/A702. 06-18 Slanted wall framing. See ?/???. 07-27 Prefinished Metal Downspout. Typical. See H/A502. 09-15 Sports flooring paint lines. See F101???? 09-18 4'-0" x 4'-0" sound-absorbtive acoustical panels. See H/A702. 10-22 Semi-recessed fire extinguisher cabinet. See F/A702 and Code Plans. 10-24 Wall Mounted Coat Rack, Refer to Detail A/A702. 10-28 Organ provided and installed by the Owner. Coordinate all AV connections and requirements. 10-29 Piano provided and installed by the Owner. 10-30 Knox box recessed in brick. Verify model with fire department requirements. 11-7 Volleyball Post Insert, See I/A705. 11-13 Basketball standard above. 12-4 Upholstered Pews Furnished and Installed by Owner. 21-2 Fire department connection with locking knox plugs. Coordinate model with Fire Department requirements. 27-4 AV Box, Refer to Audio/Visual Drawings. 28-2 Fire Alarm Control Panel, Refer to Electrical Drawings. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w W6-B 1.3 2 3 5 6 7 8 10 11 12 12.3 12.6 12.7 1 9 4 A.6A.6 A.3 A BB CC EE FF GG G.3 G.6 DD C.10 D.10 D│A601 D│A601 E│A601 E│A601 4│A3 0 2 6│A3 0 3 6│A3 0 3 5│A3 0 3 5│A3 0 3 8│A3 0 4 8│A3 0 4 7│A3047│A304 A│A3 1 4 A│A3 1 4 14│A30614│A306 10 │A3 0 5 9│A304 3│A301 B│A6 0 1 W8-B W4-A W4-A W4-A W8-A W8-A W8-B W6-B W6-B W6-B W6-B W8-A W4-A W4-A W4-A W4-A W4-A W4-A W4-A W4-A W4-A W4-A W4-A W8-A W8-A W4-AW4-AW4-A W4-AW4-AW4-AW4-A W4-A W8-C W8-C W6-B W6-B W8-B W8-B W6-BW6-B W8-CW8-CW8-C W6-B W6-B W6-B 1│A301 1│A3012│A302 2│A302 12 │A3 0 6 12 │A3 0 6 13│A30613│A306 11 │A3 0 5 06-3 06-3 06-3 8' - 11 1/8" Organ Chamber 202 5│A310 FE 2 FE 2 FE 2 FE 2 26-4 26-4 26-3 26-10 26-11 2"1' - 8"2" 2' - 0" Gr i d 3/4" plywood sheathing access walkway. Continuous 2x6 framing Bottom chord of roof truss. General Equipment Plan Notes: 1. Refer to Sheet A103 for Dimensions. 2. Refer to Sheets A104 & A105 for Wall Assembly Types. 3. Refer to Sheet A610 for Door & Accordion Partition Schedules. 4. Walls shown on this plan either extend to the structure or have heights listed on the main floor plan (heights are from FFE). 5. Ductwork and piping not shown for clarity. Refer to Mechanical and Plumbing drawings. 6. Provide safety railing at all platform perimeter not protected by partitions or ductwork. Refer to Detail C/A314. Equipment Platform Symbol Legend R-30 acoustical batt insulation over ceiling below. R-30 thermal batt insulation over ceiling below. Loose-fill insulation over ceiling below. Wall mounted fire extinguisher. FE 2 20 2 3 - 0 4 - 1 2 2 : 0 6 : 2 8 P M A102 Equipment Platform Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" Mezzanine Plan1 0'8'16'4'32' Keyed Notes 06-3 Attic Access Catwalk. See A/A102. 26-3 Lighting Control Device, Refer to Electrical Drawings. 26-4 Electrical Panel, Refer to Electrical Drawings. 26-10 Lighting control panel. See Electrical Sheets. 26-11 Electrical equipment. See Electrical Sheets. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1 1/2" = 1'-0" Access Walkway DetailA 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . Note: Where walls appear to lie on the grid, align the face of the wall framing with the grid line unless noted otherwise. 1.3 2 3 5 6 7 8 10 11 12 12.3 12.6 12.7 1 9 4 A.6 A.6 A.3 A BB CC EE FF G G G.3 G.6 DD C.10 D.10 42 ' - 1 1 / 2 " 41 ' - 1 0 3 / 4 " 47 ' - 2 1 / 4 " Hallway 171 Bishop 103 Interview 101 Bishop 104 Interview 102 Clerk 106 Waiting 105 Storage 148 Storage 149 Storage 123 Interview 126 Interview 127 Waiting 128 Clerk 124 Stake Pres 125 High Council 129 Vest 130 Custodial 116 Tech 154 Men 158 Women 157 Mothers 159 Vest 191 Clerk 192 Bishop 193 Bishop 189 Waiting 190 Interview 188 Interview 187 Clerk 164 Bishop 165 Bishop 166 Waiting 163 Interview 162 Interview 161 Vest 160 Vest 131 Chapel 146 Cultural Center 147 Cultural Center 150 Chapel 151 Rostrum 152Hallway 140 Hallway 119 Hallway 155 Room 185 Room 186 Women 167 Men 168 Women 107 Men 108 Family RR 142 Sac Prep 141 Materials Center 143 Rostrum 145 Room 121 Room 120 Room 117 Room 118 Room 169 Room 170 Room 173 Room 172 Room 133 Room 132 Clerk 139 Bishop 138 Bishop 134 Waiting 137 Interview 135 Interview 136 Vest 112 Foyer 111 Fire Riser 176 Bishop 182 Bishop 177 Clerk 181 Interview 178 Waiting 180 Foyer 183 Vest 184 Interview 179 Serving Area 174 Room 156 Electrical 114 Serving Area 115 Table/Chair Storage 113 Room 109 Room 110 Stair 122 Mothers 144 Custodial 175 Sac Prep 153 263' - 4 3/4" 54' - 10"52' - 2"146' - 10 3/4" 3' - 0 1/2" 4' - 5 5/8" 2' - 0"3' - 0 1/2"51' - 9 1/2"3' - 0 1/2"9' - 1 1/2"3' - 0"10' - 11"10' - 11"3' - 0"9' - 1 1/2"3' - 0 1/2"60' - 11 5/8"3' - 0"24' - 10"3' - 0"55' - 1 1/8" 10' - 11 1/8"5' - 4"9' - 4 3/4"5' - 4"20' - 9 5/8"3' - 2 1/2"5' - 11"3' - 2"15' - 6"3' - 2"3' - 3" 5' - 10 1/2" 7' - 2 3/4"8' - 6 5/8"5' - 4"9' - 11 7/8"5' - 4"9' - 11 1/2"5' - 4"9' - 2 7/8"3' - 1 1/8"5' - 4"5' - 4"5' - 4"5' - 8 7/8"5' - 8 1/2"10' - 6 5/8"5' - 4"9' - 6 5/8"5' - 4"18' - 7 3/8" 13 2 ' - 9 7 / 8 " 3' - 0 1 / 2 " 2' - 6 1 / 2 " 26 ' - 6 " 3' - 0 " 9' - 8 " 3' - 0 " 37 ' - 4 " 3' - 0 " 9' - 8 " 3' - 0 " 26 ' - 6 " 2' - 6 1 / 2 " 6" 11 ' - 4 " 5' - 4 " 9' - 1 0 " 10 ' - 1 0 1 / 8 " 5' - 4 " 9' - 4 3 / 8 " 5' - 4 " 6' - 5 1 / 2 " 263' - 4 3/4" 3' - 0 1/2"55' - 5"3' - 0"24' - 10"3' - 0"74' - 1 1/4"3' - 0 1/2"9' - 1 1/2"3' - 0"21' - 10"3' - 0"12' - 2"38' - 4"3' - 0 1/2"4' - 5 5/8"2' - 0" 10' - 11 1/8"5' - 4"9' - 4 3/4"5' - 4"24' - 5 1/8"3' - 1"5' - 4"5' - 4"5' - 4"5' - 9"5' - 8 3/8"5' - 4"9' - 1 3/8"5' - 4"9' - 1 3/8"5' - 4"7' - 9 3/8"5' - 3"8' - 10 1/8"5' - 4"6' - 11 3/4"3' - 2 1/2"5' - 11"3' - 2"15' - 6"3' - 2"3' - 3"5' - 10 1/2" 3' - 0 1/2" 4' - 3 7/8"5' - 4"9' - 4 3/8"5' - 4"13' - 11 3/4" 13 2 ' - 9 7 / 8 " 2' - 6 1 / 2 " 3' - 0 1 / 2 " 2' - 6 1 / 2 " 6" 2' - 6 1 / 2 " 26 ' - 6 " 3' - 0 " 12 ' - 8 " 6' - 4 " 8' - 1 " 8' - 6 1 / 8 " 8' - 1 " 6' - 4 " 3' - 0 " 9' - 8 " 3' - 0 " 26 ' - 6 " 11 ' - 0 7 / 8 " 5' - 4 " 10 ' - 1 1 / 8 " 1' - 9 " 7' - 1 1 " 3' - 0 " 1' - 8 7 / 8 " 4' - 7 1 / 4 " 1' - 8 7 / 8 " 4' - 7 1 / 4 " 11 ' - 3 7 / 8 " 5' - 4 " 9' - 1 0 1 / 8 " 14' - 5"9 1/2"13' - 11 1/2"9 1/2"10' - 7 5/8"10' - 8 5/8"11 1/4"14' - 8 1/2"22' - 3 1/2"13' - 8 3/4"7' - 11 1/2"7' - 8 1/2"82' - 6 7/8"4' - 4 7/8"9' - 11 7/8"9 1/2"13' - 11 1/4"9 1/2"19' - 8 5/8" 5' - 4 1/4" 5' - 3 3/8" 3' - 1 7/8" 6' - 9 7/8" 1' - 7 5/8" 1' - 2 5/8" 6' - 0"3' - 3 1/2"8' - 8 3/4"5' - 1 3/4"10' - 10 1/4"5' - 4 1/4"5' - 5 3/4"10' - 2"22' - 3 1/2"13' - 8 3/4"9' - 3 1/2"6' - 4 1/2"6' - 7 1/2" 2' - 11 1/4" 3' - 4 3/4"6' - 7 3/8"2' - 0"5' - 10 5/8" 3' - 5 1/4" 2' - 11 1/2" 6' - 3 7/8" 2' - 0 3/4" 5' - 11 3/8" 2' - 11 1/2" 3' - 5 1/4" 6' - 3 1/8"2' - 0"6' - 3 3/8"3' - 5 3/4" 2' - 11" 7' - 0 5/8"4' - 4 7/8"8' - 2"8' - 2"9' - 2 1/8"9' - 5 1/2"7' - 11 1/8" 16' - 1 3/4"10' - 11"2' - 2"8' - 7 1/4"11' - 1 1/4"49' - 6 5/8"100' - 10 3/8"1' - 6 7/8"15' - 6 1/8"5' - 10 1/4"8' - 7 7/8"19' - 10 5/8" 13' - 6 3/4"9 1/2" 6' - 11 3/4" 7' - 10 3/4"8' - 7 1/4" 5' - 9"3' - 7 1/2"10' - 3 1/2"3' - 11 1/2"7' - 11 1/8"15' - 5 5/8"5' - 5"7' - 4 1/2"6' - 3 1/2"7' - 5 7/8"10' - 0 3/8"6' - 3 1/8"4' - 6 3/4"6' - 4 1/2"10' - 1"7' - 3 7/8"6' - 3 1/2"7' - 4 1/2"10' - 2 1/4"13' - 4"5' - 4"4' - 6 1/2"10' - 3 1/2"8' - 10 3/4"8' - 7 7/8" 4' - 11 3/4" 4' - 7 3/4"7' - 11 1/8" 6' - 9 7/8" 1' - 7 5/8" 1' - 2 5/8" 6' - 0"3' - 3 1/2"8' - 8 3/4"5' - 1 3/4"10' - 10 3/8"5' - 3 3/4"6' - 7 7/8"2' - 11" 3' - 5 3/4" 5' - 7 3/4"2' - 0"5' - 7 1/2"3' - 6"2' - 11"5' - 8 1/2" 2' - 0 3/4" 5' - 8 1/2" 2' - 11 3/4" 3' - 5"5' - 7 3/4"2' - 0"5' - 7 3/4" 3' - 5 1/4" 2' - 11 1/2" 6' - 9 7/8"15' - 8 5/8"8' - 7 1/2"2' - 9 1/4"6' - 0"3' - 4 1/2"8' - 7 1/2"22' - 3 1/2"23' - 3 1/8"8' - 7 1/2"2' - 10 1/4"6' - 0"2' - 0 1/2" 14' - 5"9 1/2"13' - 11 1/2"9 1/2" 5' - 3 3/4" 6' - 2 1/8"9' - 10" 5' - 1 3/4"6' - 4 1/8"4' - 6 1/4" 7' - 9 1/8"7' - 6"9 1/2"13' - 6 3/4"9 1/2"13' - 11"9 1/2" 22' - 9 5/8"9 1/2"13' - 11 3/8"9 1/2"14' - 8 5/8"13 ' - 6 3 / 4 " 9 1 / 2 " 7' - 1 3 / 8 " 7' - 6 7 / 8 " 10 ' - 1 1 / 2 " 11 1 / 4 " 13 ' - 8 3 / 4 " 9 1 / 2 " 13 ' - 8 3 / 4 " 9 1 / 2 " 12 ' - 9 1 / 8 " 10 ' - 3 1 / 4 " 7' - 6 7 / 8 " 7' - 6 7 / 8 " 9 1 / 2 " 13 ' - 6 3 / 4 " 8' - 7 1 / 2 " 12 ' - 1 3 / 4 " 9' - 2 3 / 8 " 6' - 8 3 / 8 " 6' - 8 " 5' - 9 1 / 2 " 8' - 9 1 / 4 " 14 ' - 1 1 1 / 4 " 5' - 7 1 / 8 " 7' - 7 1 / 4 " 16 ' - 3 1 / 4 " 6' - 9 1 / 4 " 7' - 1 1 / 8 " 18' - 6 7/8"8' - 6 5/8"9' - 4 3/8"10' - 3 1/2"3' - 11 1/2"5' - 5 1/8" 4' - 3 1/2"13' - 8 1/8"5' - 5"7' - 4 1/2"6' - 3 1/2"7' - 5 7/8"10' - 0 3/8"6' - 3 1/8"4' - 6 3/4"6' - 4 7/8"10' - 0 5/8"7' - 3 7/8"6' - 3 1/2"7' - 4 1/2"5' - 9 1/2"15' - 6 5/8"8' - 1 1/8"3' - 11 1/2"10' - 3 1/2"8' - 10 3/4"8' - 7 7/8"9' - 7 1/2" 4' - 11 3/4"6' - 10 3/4"15' - 6 1/8" 79' - 1 1/2"15 ' - 2 3 / 4 " 8' - 9 1 / 4 " 5' - 6 " 7' - 6 3 / 8 " 12 ' - 7 " 9' - 4 5 / 8 " 13 ' - 6 3 / 4 " 9 1 / 2 " 7' - 6 7 / 8 " 7' - 6 7 / 8 " 8' - 6 3 / 8 " 20 ' - 1 1 5 / 8 " 2' - 6 1 / 2 " 14 ' - 2 1 / 4 " 15 ' - 3 3 / 4 " 13 ' - 6 3 / 4 " 9 1 / 2 " 7' - 6 7 / 8 " 7' - 6 7 / 8 " 4' - 7 3 / 8 " 6' - 6 3 / 8 " 5' - 1 3 / 4 " 4' - 8 3 / 4 " 5' - 4 " 5' - 5 1 / 2 " 11 ' - 6 1 / 4 " 8' - 0 7 / 8 " 7' - 8 3 / 8 " 13 ' - 8 3 / 4 " 20 2 3 - 0 3 - 3 0 6 : 0 4 : 0 2 P M A103 Dimension Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" Main Floor Dimension Plan1 0'8'16'4'32' Keyed Notes Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Note: All wall finishes, including gypsum board, are shown on Sheet A106 Main Floor Finish Plan. Note: See Sheet A105 for wall types descriptions. Note: Insulate all exterior walls defining the building envelope. See note on A101. Insulate all interior walls with dashed lines through the wall as noted on A101. 1.3 2 3 5 6 7 8 10 11 12 12.312.6 12.71 9 4 A.6 A.3 A B C E F G G.3 G.6 DD C.10 D.10 W8 -A 8' - 4 1 / 2 " A B W6-A W4-A 8' -4 1/2" A B W8-B 8' -1 1/8" W4-A 8' -1 1/8" W1 0 -A 8' - 4 1 / 2 " W6 -A 8' - 4 1 / 2 " A B W6-B 8' -1 1/8" AB W6 -A W 4 -A 8' - 4 1 / 2 " W6 -A 8' - 4 1 / 2 " AB W6 -A W 4 -A 8' - 4 1 / 2 " W6 -A 8' - 4 1 / 2 " W8 -A 8' - 1 1 / 8 " BAW6 -B 8' - 1 1 / 8 " A B W6-A W4-A 8' -4 1/2" BA W6 -A W 4 -A 8' - 4 1 / 2 " B A W6-A W4-A 8' -4 1/2" W6 -A 8' - 1 1 / 8 " W8 -A 8' - 1 1 / 8 " W6 -A 8' - 1 1 / 8 " W6-A 8' -4 1/2" W6-A 8' -4 1/2" Sloped wall. B A W6-B 8' -1 1/8" ABW6 -B 8' - 1 1 / 8 " B A W6-B height varies BAW6 -B 8' - 1 1 / 8 " AB W1 0 -B he i g h t v a r i e s W6 -A he i g h t v a r i e s W6-A 8' -1 1/8" W6-A 8' -4 1/2" AB W6 -A W 4 -A 8' - 4 1 / 2 " W6-A 8' -4 1/2" W6 -A 8' - 1 1 / 8 " W6 -A 8' - 4 1 / 2 " W8-B 10' -2" W8-A 8' -1 1/8" W6-A 8' -1 1/8" A B W6-B 10' -2" B A W6-B 8' -1 1/8" AB W1 2 -B se e e l e v a t i o n s B A W6-B 10' -2" ABW6 -B he i g h t v a r i e s B A W12-B 26' -0 3/8" AB W1 2 -B he i g h t v a r i e s B A W6-B 8' -1 1/8" AB W1 0 -B he i g h t v a r i e s W6 -A 8' - 1 1 / 8 " W4 -A 20 ' - 5 5 / 8 " W4-A 20' -5 5/8" B A W8-B 18' -0 1/8" W4 -A 8' - 1 1 / 8 " W4-A 20' -5 5/8" W4 -A 8' - 1 1 / 8 " W4 -A 8' - 1 1 / 8 " BAW6 -B 8' - 1 1 / 8 " B A W6-B 8' -1 1/8" W6-A 8' -1 1/8" W4 -A 8' - 1 1 / 8 " W6-A 8' -1 1/8" W8 -A 8' - 1 1 / 8 " W8-B 10' -2" W8-A 8' -1 1/8" W10-A 8' -1 1/8" W4-A 8' -1 1/8" AB W1 0 -B he i g h t v a r i e s W4 -A 8' - 1 1 / 8 " W6-A 8' -1 1/8" AB W6 -A W 4 -A 8' - 4 1 / 2 " W6-A 8' -4 1/2" W6 -A 8' - 4 1 / 2 " W6 -A 8' - 4 1 / 2 " W8 -A 8' - 4 1 / 2 " W6-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W1 0 -A 8' - 4 1 / 2 " W4-A 8' -1 1/8" W6 -A 8' - 4 1 / 2 " B A W6-B 8' -1 1/8" W4-A 8' -1 1/8" W6-A 8' -1 1/8"W6-A 8' -1 1/8" W6-A 8' -4 1/2" W6 -A 8' - 4 1 / 2 " W6 -A 11 ' - 0" ABW6 -B 11 ' - 0" W6 -A 8' - 4 1 / 2 " BAW6 -B 8' - 4 1 / 2 " W6-A 8' -4 1/2" W6-A 8' -4 1/2" W4 -A 8' - 1 1 / 8 " B A W6-B height varies B A W6-B 8' -1 1/8" A B W6-B 8' -1 1/8" A B W12-B 26' -0 3/8" W6 -C 11 ' - 0" BAW6 -B 8' - 1 1 / 8 " B A W6-B height varies B A W6-B height varies ABW6 -B 8' - 1 1 / 8 " W6-C height varies B A W6-B height varies BAW6 -B 8' - 1 1 / 8 " B A W6-B height varies ABW6 -B 8' - 1 1 / 8 " W6 -A 8' - 4 1 / 2 " W8-C 18' -0 1/8" A B W8-B 18' -0 1/8"W4 -A 8' - 1 1 / 8 " W4 -A 8' - 1 1 / 8 " W4-A 8' -4 1/2" W4 -A 8' - 4 1 / 2 " W4-A 8' -4 1/2" W6 -A 8' - 4 1 / 2 " W4-A 8' -1 1/8" W6-A 8' -1 1/8" W4-A 8' -1 1/8" W8 -A 8' - 1 1 / 8 " B A W6-B W6-B height varies B A W6-B W6-B height varies W8-B 18' -0 1/8" W4 -A 8' - 1 1 / 8 " W8 -A 20 ' - 5 5 / 8 " A B W8-B W4-A 8' -1 1/8" A B W6-B 8' -1 1/8" W6 -C 18 ' - 0 1 / 8 " W4 -A 18 ' - 0 1 / 8 " W4 -A 18 ' - 0 1 / 8 " ABW4 -B 18 ' - 0 1 / 8 " W6-A 8' -1 1/8" B A W6-B 18' -0 1/8" BAW6 -B 18 ' - 0 1 / 8 " ABW6 -B 18 ' - 0 1 / 8 " ABW6 -B 18 ' - 0 1 / 8 " AB W1 0 -B he i g h t v a r i e s W4 -A 8' - 1 1 / 8 " W4 -A 8' - 1 1 / 8 " W6-A 8' -1 1/8" BAW6 -B 8' - 1 1 / 8 " B A W6-B 8' -1 1/8"W6-A 8' -4 1/2" W6-A 8' -1 1/8" BA W6 -A W 4 -A 8' - 4 1 / 2 " A B W6-A W4-A 8' -4 1/2" AB W6 -A W 4 -A 8' - 4 1 / 2 " W6-A 8' -4 1/2" W6 -A 8' - 1 1 / 8 " W6 -C 18 ' - 0 1 / 8 " ABW6 -B 18 ' - 0 1 / 8 " W4 -A 8' - 1 1 / 8 " W4 -A 8' - 1 1 / 8 " W4 -A 8' - 1 1 / 8 " W6-A 18' -0 1/8" W6-A 8' -4 1/2" W6-A 8' -1 1/8" W6-A 8' -1 1/8" W8-A 8' -1 1/8" W8-A 8' -1 1/8" W4-A 8' -1 1/8" A B W6-B 8' -1 1/8" W6-A 8' -1 1/8" W6 -A 8' - 4 1 / 2 " W6-A 8' -1 1/8" W6-A 8' -4 1/2" W6 -A 8' - 4 1 / 2 " W6-A 8' -1 1/8" W6 -A 11 ' - 0" B A W6-A W4-A 8' -4 1/2" AB W6 -A W 4 -A 8' - 4 1 / 2 " W6-A 8' -4 1/2" W6 -A 8' - 1 1 / 8 " A B W6-B 8' -1 1/8" ABW6 -B 18 ' - 0 1 / 8 " ABW6 -B 11 ' - 0" BAW6 -B 11 ' - 0" ABW6 -B 8' - 1 1 / 8 " A B W6-B height varies ABW6 -B 11 ' - 0"BAW6 -B 8' - 1 1 / 8 " A B W6-B height varies BAW6 -B 11 ' - 0" ABW6 -B 16 ' - 6 1 / 8 " A B W6-B height varies BAW6 -B 16 ' - 6 1 / 8 " ABW6 -B 16 ' - 6 1 / 8 " A B W6-B height varies BAW6 -B 16 ' - 6 1 / 8 " B A W6-B 8' -1 1/8" W4-A 8' -1 1/8" W4 -A 8' - 1 1 / 8 " W8-C 18' -0 1/8" A B W6-B 18' -0 1/8" W8-C 18' -0 1/8" W8-C 18' -0 1/8" W8-C 18' -0 1/8" W8-C 18' -0 1/8" W4 -A 8' - 1 1 / 8 " W6-A 8' -1 1/8" W6-A 8' -1 1/8" W4 -A 8' - 4 1 / 2 " W6-A 18' -0 1/8" B A W6-B 18' -0 1/8" W4 -A 8' - 4 1 / 2 " W4-A 8' -4 1/2" W4-A 8' -1 1/8" W4 -A 8' - 1 1 / 8 " W4 -A 8' - 1 1 / 8 " A B W6-B W6-B height varies A B W6-B W6-B height varies A B W6-B 8' -1 1/8" B A W8-B 10' -2" A B W6-B 10' -2" ABW6 -B 18 ' - 0 1 / 8 " W6-A 8' -1 1/8" W6-A 8' -1 1/8" W6-A 10' -2" B A W8-B 8' -1 1/8" A B W6-B 18' -0 1/8" W8-A 11' -0" W4 -A 8' - 1 1 / 8 " B A W6-B 8' -1 1/8" W6-A 10' -2" W6-A 8' -1 1/8" W6-A 10' -2" A B W8-B 18' -0 1/8" W8-C 18' -0 1/8" W8-C 18' -0 1/8" A B W8-B 18' -0 1/8" W8 -A 20 ' - 5 5 / 8 " W6 -A 11 ' - 0" AB W6 -A W 4 -A 8' - 4 1 / 2 " AB W6 -A W 4 -A 8' - 4 1 / 2 " W6 -A 8' - 4 1 / 2 " AB W6 -A W 4 -A 11 ' - 0" BA W6 -A W 4 -A 8' - 4 1 / 2 " W8-A 11' -0" B A W6-B 16' -6 1/8" B A W6-A W4-A 8' -4 1/2" BAW6 -B 8' - 1 1 / 8 " BAW6 -B 11 ' - 0" BAW6 -B 11 ' - 0" ABW6 -B 11 ' - 0" ABW6 -B 11 ' - 0" W8 -A 8' - 1 1 / 8 " B A W8-B 8' -1 1/8" BAW6 -B 8' - 1 1 / 8 " BAW6 -B 8' - 1 1 / 8 " A B W8-B 18' -0 1/8" W6 -A 11 ' - 0" A B W6-B 11' -0" 06-32 BAW4 -B 18 ' - 0 1 / 8 " Sloped wall. Sloped wall. Sloped wall. W8 -A 10 ' - 2" W6 -B 11 ' - 0" W8 -A 10 ' - 2" W6 -B 11 ' - 0" AB W6 -B W 4 -A 11 ' - 0" ABW6 -B he i g h t v a r i e s B A W6-B 10' -2" B A W6-B 10' -2"A B W8-B 10' -2" A B W6-B 10' -2" A B W6-B 8' -1 1/8" B A W6-B 8' -1 1/8" B A W6-B height varies A B W6-B 8' -1 1/8" W4-A 8' -1 1/8" W6-A 8' -1 1/8"W6-A 8' -1 1/8" W6-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W6-A 8' -1 1/8" W6-A 8' -1 1/8" W6-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" W4-A 8' -1 1/8" 1│A402 2│A409 A B W6-A W4-A 8' -1 1/8" A B W6-A W4-A 8' -4 1/2" A│A5 0 4 A│A5 0 4 A│A5 0 4 A│A5 0 4 20 2 3 - 0 3 - 3 0 6 : 0 6 : 2 7 P M A104 Wall Types Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" Main Floor Wall Types Plan1 0'8'16'4'32' Keyed Notes 06-32 Top of 2x4 portion of wall at 8'-4 1/2". Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 5/8" Gypsum Board Wall Framing 2x Fire Blocking at 10'-0" Wall Construction 2 X 6 Blocking Gypsum Board Accessory ab o v e f i n i s h e d c e i l i n g Ve r i f y 4 " m i n i m u m Double Top Plate Ceiling Assembly; Refer to Reflected Ceiling Plan Wall Assembly; Refer to Wall Types 108' 4 1/2" Top of Wall 2x4 Lateral Supports Alternating @ 4' O.C. Secure to Structure Above 2x4 wood studs. See Architectural and Structural Drawings for type and spacing. Batt insulation where occurs. See Wall Types Plan. Batt insulation where occurs. See Wall Types Plan. Side BSide A 2x4 wood studs. See Architectural and Structural Drawings for type and spacing. Wall sheathing. See Structural Drawings. 2x6 wood studs. See Architectural and Structural Drawings for type and spacing. Batt insulation where occurs. See Wall Types Plan. Staggered Wood Studs 1/2" Air Gap -No Insulation or Mechanical Connection Acoustical batt Insulation. 2x6 wood studs. See Architectural and Structural Drawings for type and spacing. 2x4 wood studs. See Architectural and Structural Drawings for type and spacing. Side BSide A 9 1/2" Batt insulation where occurs. See Wall Types Plan. Side BSide A 2x6 wood studs. See Architectural and Structural Drawings for type and spacing. Wall sheathing. See Structural Drawings. Batt insulation where occurs. See Wall Types Plan. 2x6 wood studs. See Architectural and Structural Drawings for type and spacing. Wall sheathing. See Structural Drawings. 2x8 wood studs. See Architectural and Structural Drawings for type and spacing. Batt insulation where occurs. See Wall Types Plan. Side BSide A Wall sheathing. See Structural Drawings. 2x8 wood studs. See Architectural and Structural Drawings for type and spacing. Batt insulation where occurs. See Wall Types Plan. Side BSide A Wall sheathing. See Structural Drawings. 2x8 wood studs. See Architectural and Structural Drawings for type and spacing. Staggered Wood Studs 1/2" Air Gap -No Insulation or Mechanical Connection Acoustical batt Insulation. 2x4 wood studs. See Architectural and Structural Drawings for type and spacing. 11 1/4" Wall sheathing. See Structural Drawings. 2x8 wood studs. See Architectural and Structural Drawings for type and spacing. Batt insulation where occurs. See Wall Types Plan. 2x10 wood framing. See Architectural and Structural Drawings for type and spacing. Batt insulation where occurs. See Wall Types Plan. Side BSide A Wall sheathing. See Structural Drawings. 2x10 wood framing. See Architectural and Structural Drawings for type and spacing. Batt insulation where occurs. See Wall Types Plan. 11 7/8" engineered wood framing. See Architectural and Structural Drawings for type and spacing. Batt insulation where occurs. See Wall Types Plan. Side BSide A Wall sheathing. See Structural Drawings. 11 7/8" engineered wood framing. See Architectural and Structural Drawings for type and spacing. Batt insulation where occurs. See Wall Types Plan. Batt insulation where occurs. See Wall Types Plan. Side BSide A 2x6 wood studs. See Architectural and Structural Drawings for type and spacing. Wall sheathing. See Structural Drawings. Rated wall assembly. Continue gypsum board between exterior wall and intersecting walls. If any wall framing penetrates the gypsum board (including studs, sill plates, top plates, headers, beams, columns, wall sheathing, blocking, furring, etc.), it shall be fire retardant- treated. General Wall Types Notes: 1. See A106 for gypsum board layers and interior finishes. See interior elevations for the extents of tile and sisal. 2. See A104 for acoustic insulation locations. 3. Refer to structural sheets for structural rquirements. 4. Exterior wall 2-hour rated and non-combustible walls: A. All lumber and sheathing at exterior walls shall be fire-retardant treated. B. All SCLs at exterior walls shall be treated with intumescent paint on all 4 sides. C. All intumescent paint applications and treatment shall be inspected by a special inspector. 20 2 3 - 0 4 - 1 2 2 : 0 4 : 3 0 P M A105 Wall Types Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Not to Scale Typical Wall Blocking DetailA Scale:1 1/2" = 1'-0" Typical Fire Stop DetailC Scale:3" = 1'-0" Wall Partition TerminationB Scale:1 1/2" = 1'-0" Wall Type W4-AD Scale:1 1/2" = 1'-0" Wall Type W4-BE Scale:1 1/2" = 1'-0" Wall Type W6-BG Scale:1 1/2" = 1'-0" Wall Type W6-AF Scale:1 1/2" = 1'-0" Wall Type W6-CH Scale:1 1/2" = 1'-0" Wall Type W8-AL Scale:1 1/2" = 1'-0" Wall Type W8-CN Scale:1 1/2" = 1'-0" Wall Type W12-BTScale:1 1/2" = 1'-0" Wall Type W8-BM Scale:1 1/2" = 1'-0" Wall Type W12-AS Scale:1 1/2" = 1'-0" Wall Type W6-A W4-AJ Scale:1 1/2" = 1'-0" Wall Type W8-B W4-AP Scale:1 1/2" = 1'-0" Wall Type W10-AQ Scale:1 1/2" = 1'-0" Wall Type W10-BR Scale:1 1/2" = 1'-0" Wall Type W6-B W6-BK Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1 1/2" = 1'-0" Rated Wall Intersection1 Scale:1 1/2" = 1'-0" Rated Wall Assembly2 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . Hallway 171 Bishop 103 Interview 101 Bishop 104 Interview 102 Clerk 106Waiting 105 Storage 148 Storage 149 Storage 123 Interview 126 Interview 127 Waiting 128 Clerk 124 Stake President 125 High Council 129 Vest 130 Custodial 116 Tech 154 Men 158 Women 157 Mothers 159 Vest 191 Clerk 192 Bishop 193 Bishop 189 Waiting 190 Interview 188 Interview 187 Clerk 164 Bishop 165 Bishop 166 Waiting 163 Interview 162 Interview 161 Vest 160 Vest 131 Chapel 146 Cultural Center 147 Cultural Center 150 Chapel 151 Rostrum 152 Hallway 140 Hallway 119 Hallway 155 Room 185 Room 186 Women 167 Men 168 Women 107 Men 108 Family RR 142 Sac Prep 141 Materials Center 143 Rostrum 145 Room 121 Room 120 Room 117 Room 118 Room 169 Room 170 Room 173 Room 172 Room 133 Room 132 Clerk 139 Bishop 138 Bishop 134 Waiting 137 Interview 135 Interview 136 Vest 112 Foyer 111 Fire Riser 176 Bishop 182 Bishop 177 Clerk 181 Interview 178 Waiting 180 Foyer 183 Vest 184 Interview 179 Serving Area 174 Room 156 Electrical 114 Serving Area 115 Table/Chair Storage 113 Room 109 Room 110 Stair 122 Mothers 144 Custodial 175 Sac Prep 153 T4T4 T4 T4 T4 T4 T4 T4 T4T4 T4 T4 T4 T4T4 T4 T4 T4 T4T4 T4 T1 T1 T1 T1 T1 T1 T1T1 T1T1 T1 T1T1 T1 T1T1 T1T1 T2 T2 T2 T2T2 T2 T2 T3 T3 T3 T3 T2 T3 T3 T1 T3 T4 T1 T1T1 T1 T1T1 T1T1T1 Floor Finish Legend Broadloom Carpet by Owner Carpet Tile by Owner Wood Floor System Porcelain Tile -Thinset (not used) Wood Sheathing -Painted Concrete -Painted Paver Tile -Thinset Aluminum Threshold See R,Q,P,T/A611 Metal Transtion strip See N/A611 Porcelain Tile -Thickset Stair Treads & Risers -Painted F1 F2 F3 F6 F4 F5 F7 F9 F10 T1 T3 Stone Threshold See S/A611T2 Sound Control Threshold See M/A611T4 Concrete -SealedF8 Base Finish Legend Carpet Base by Owner,see detail J/A705 Metal Angle, see detail N/A705 Coved Paver Tile, see detail L/A705 Coved Paver Tile with Bullnose, See Detail K/A705 sim. Rubber Base No Base Required B1 B2 B3 B4 B5 B6 B7 Coved Ceramic Tile with Bullnose, See Detail K/A705 sim. Wall Finish Legend 5/8" Gypsum Board -Painted -Textured per 09 0413 Sisal Wall Covering Wainscot w/ Painted Gypsum Board above -Textured per 09 0413 Sisal Wall Covering on Finished Gypsum Board Ceramic Tile -Refer to interior elevations for extent and accent tile locations W1 W2 W3 W4 Wood Sheathing -PaintedW5 2 layers 5/8" gypsum board Comments All sufaces painted black Chair rail. See B/A705. C1 C2 20 2 3 - 0 3 - 3 0 6 : 1 0 : 2 1 P M A106 Finish Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" Main Floor Finish Plan1 Interior Finishes Schedule - First Floor Number Name Floor Finish Base / Base Finish Wall Finish Comments 101 Interview F1 B1 W2 C2 102 Interview F1 B1 W2 C2 103 Bishop F1 B1 W2 C2 104 Bishop F1 B1 W2 C2 105 Waiting F1 B1 W2 C2 106 Clerk F1 B1 W2 C2 107 Women F5 B3/B4 W1/W4 108 Men F5 B3/B4 W1/W4 109 Room F1 B1 W2 C2 110 Room F1 B1 W2 C2 111 Foyer F1 B1 W2 C2 112 Vest F2 B1 W1 113 Table/Chair Storage F1 B1 W3 114 Electrical F7 B5 W1 115 Serving Area F4 B4 W1 116 Custodial F5 B3/B4 W1/W4 117 Room F1 B1 W2 C2 118 Room F1 B1 W2 C2 119 Hallway F1 B1 W2 C2 120 Room F1 B1 W2 C2 121 Room F1 B1 W2 C2 122 Stair F7/F10 B5 W1 123 Storage F1 B1 W1 124 Clerk F1 B1 W2 C2 125 Stake President F1 B1 W2 C2 126 Interview F1 B1 W2 C2 127 Interview F1 B1 W2 C2 128 Waiting F1 B1 W2 C2 129 High Council F1 B1 W2 C2 130 Vest F2 B1 W1 131 Vest F2 B1 W1 132 Room F1 B1 W2 C2 Interior Finishes Schedule - First Floor Number Name Floor Finish Base / Base Finish Wall Finish Comments 133 Room F1 B1 W2 C2 134 Bishop F1 B1 W2 C2 135 Interview F1 B1 W2 C2 136 Interview F1 B1 W2 C2 137 Waiting F1 B1 W2 C2 138 Bishop F1 B1 W2 C2 139 Clerk F1 B1 W2 C2 140 Hallway F1 B1 W2 141 Sac Prep F1 B1 W1 142 Family RR F5 B4 W1/W4 143 Materials Center F1 B1 W2 C2 144 Mothers F1 B1 W2/W4 C2 145 Rostrum F1 B1 W1 146 Chapel F1 B1 W1 147 Cultural Center F3 B2 W3 148 Storage F1 B1 W1 149 Storage F1 B1 W1 150 Cultural Center F3 B2 W3 151 Chapel F1 B1 W1 152 Rostrum F1 B1 W1 153 Sac Prep F1 B1 W1 154 Tech F1 B1 W1 155 Hallway F1 B1 W2 C2 156 Room F1 B1 W2 C2 157 Women F5 B3/B4 W1/W4 158 Men F5 B3/B4 W1/W4 159 Mothers F1 B1 W2/W4 C2 160 Vest F2 B1 W1 161 Interview F1 B1 W2 C2 162 Interview F1 B1 W2 C2 163 Waiting F1 B1 W2 C2 Interior Finishes Schedule - First Floor Number Name Floor Finish Base / Base Finish Wall Finish Comments 164 Clerk F1 B1 W2 C2 165 Bishop F1 B1 W2 C2 166 Bishop F1 B1 W2 C2 167 Women F5 B3/B4 W1/W4 168 Men F5 B3/B4 W1/W4 169 Room F1 B1 W2 C2 170 Room F1 B1 W2 C2 171 Hallway F1 B1 W2 C2 172 Room F1 B1 W2 C2 173 Room F1 B1 W2 C2 174 Serving Area F4 B4 W1 175 Custodial F5 B3/B4 W1/W4 176 Fire Riser F7 B5 W1 177 Bishop F1 B1 W2 C2 178 Interview F1 B1 W2 C2 179 Interview F1 B1 W2 C2 180 Waiting F1 B1 W2 C2 181 Clerk F1 B1 W2 C2 182 Bishop F1 B1 W2 C2 183 Foyer F1 B1 W2 C2 184 Vest F2 B1 W1 185 Room F1 B1 W2 C2 186 Room F1 B1 W2 C2 187 Interview F1 B1 W2 C2 188 Interview F1 B1 W2 C2 189 Bishop F1 B1 W2 C2 190 Waiting F1 B1 W2 C2 191 Vest F2 B1 W1 192 Clerk F1 B1 W2 C2 193 Bishop F1 B1 W2 C2 202 Organ Chamber F9 B6 W1 C1 0'8'16'4'32' Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1.3 2 3 5 6 7 8 10 11 12 12.3 12.6 12.71 9 4 A.6 A.3 A B C E F G G.3 G.6 DD C.10 D.10 261' - 1 3/4" 3' - 5"8' - 10"3' - 4"21' - 5"3' - 4"8' - 10"3' - 5"60' - 6 5/8"27' - 10"3' - 5"55' - 6 3/8" 13 3 ' - 2 7 / 8 " 2' - 6 1 / 2 " 2' - 8 " 26 ' - 1 1 1 / 2 " 3' - 4 " 9' - 3 " 3' - 4 " 37 ' - 1 " 3' - 4 " 9' - 3 " 3' - 4 " 26 ' - 1 1 1 / 2 " 2' - 8 " 2' - 6 1 / 2 " 261' - 1 3/4" 2' - 8"160' - 8 3/4"52' - 7"38' - 9 1/4"2' - 7 1/4"4' - 10 1/4"1' - 7 3/8" 3' - 5"8' - 10"3' - 4"21' - 5"3' - 5 1/8"8' - 8 7/8"3' - 5"55' - 9 1/2"3' - 5"24' - 5"3' - 5"73' - 8 1/4" 52' - 2"52' - 7"147' - 4"2' - 7 1/4"4' - 10 1/4"1' - 7 3/8" 13 3 ' - 2 7 / 8 " 2' - 6 1 / 2 " 5' - 9 " 2' - 6 1 / 2 " 2' - 7 7 / 8 " 26 ' - 1 1 1 / 2 " 3' - 4 " 12 ' - 7 " 5' - 9 3 / 8 " 8' - 1 1 / 8 " 9' - 4 " 8' - 1 1 / 8 " 5' - 9 3 / 8 " 3' - 4 " 9' - 3 " 3' - 4 " 26 ' - 1 1 1 / 2 " 2' - 8 " 2' - 6 1 / 2 " 5' - 6 1/2" 2' - 7 1/4" 7' - 5 3/8" 5' - 6 1/2" 5' - 7 1 / 2 " 2' - 6 1 / 2 " 5' - 5 5/8" 2' - 8" 5' - 5 5/8" 20 2 3 - 0 3 - 3 0 6 : 1 2 : 2 3 P M A110 Foundation Dimension Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Keyed Notes Scale:1/8" = 1'-0" Footings1 0'4'8'16'32' Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1.3 2 3 5 6 7 8 10 11 12 12.3 12.6 12.71 9 4 A.6A.6 A.3 A BB CC EE FF GG G.3 G.6 DD C.10 D.10 4 1 / 2 " / 1 ' - 0 " 4 1 / 2 " / 1 ' - 0 " 4 1/2" / 1'-0" 4 1/2" / 1'-0"4 1/2" / 1'-0" 4 1/2" / 1'-0"4 1/2" / 1'-0" 4 1/2" / 1'-0"4 1/2" / 1'-0" 4 1/2" / 1'-0"4 1/2" / 1'-0" 4 1 / 2 " / 1 ' - 0 " 4 1 / 2 " / 1 ' - 0 " 4 1 / 2 " / 1 ' - 0 " 4 1 / 2 " / 1 ' - 0 " 07-28 07-28 10-25 07-28 07-28 07-28 07-28 07-41 07-41 07-27 07-27 07-27 07-2707-27 07-2707-27 07-2707-27 07-27 07-27 07-2707-2707-27 07-27 07-27 07-27 07-27 07-26 07-26 07-26 07-2607-26 07-26 07-2607-26 07-26 07-26 22-15 07-18 07-18 07-18 07-18 07-18 07-20 07-20 07-20 07-20 07-20 07-20 26-8 26-8 26-826-8 26-8 26-8 26-8 26-8 26-8 26-8 26-8 26-8 23-4 23-4 23-4 23-4 23-4 23-4 07-21 07-2107-21 07-21 07-21 07-21 22-15 22-15 22-15 22-15 22-15 22-15 22-15 20 2 3 - 0 4 - 1 2 2 : 0 5 : 2 8 P M A121 Roof Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" Roof Plan1 0'8'16'4'32' Keyed Notes 07-18 Asphalt shingle roofing over underlayments. Install secondary underlayment over the entire roof. 07-20 Valley Metal over Underlayment, Refer to Detail A/A122. 07-21 Prefinished Metal Cricket. 07-26 Prefinished Metal Rain Gutter. See Detail J/A502. 07-27 Prefinished Metal Downspout. Typical. See H/A502. 07-28 Prefinished metal ridge vent. See F/A122. 07-41 Prefinished metal hip vent. See B & C/A122. 10-25 Prefinished aluminum steeple. See A206 and A207. 22-15 Vent through roof, flue, or other roof penetration. Typical. See Roof Details and Mechanical and Plumbing Sheets. Paint all roof penetrations. 23-4 Prefinished metal penthouse. See E/A122 and Mechanical Drawings. 26-8 Snow melt heat trace. See Electrical Sheets. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Note: Ridge vent and sheathing not shown for clarity. Ridge Vent Cover 12' 0" Lengths Intermittent Spacer at 12" o.c. 8" Wide Cover Plate Over Each Ridge Vent Cover Joint Pre-Fab Metal Deflector Each Side by Ridge Vent Manufacturer. Color to Match Ridge Vent 24 Ga Galvanized Continuous "Z" Bracket Expanded Metal Support Screen Stainless Steel Screws (Typ) 2" Min. Typ. Provide 28.13 square Inches Minimum Per Linear Foot Net Free Area Pre-Fabricated Metal Ridge Vent Ridge Vent End Cap Cap Shingles End Cap Roof Flange Field Shingles on Roof Shingles Under Flange Cut Tight to Pipe. Cut Shingles to Fit Around Pipe Boot. Set Shingles in Mastic Over Flange. Preformed Pipe Boot With Large Flange Set in Mastic Roofing Material Vent or Flue Pipe 4" 4" 4" 6"-8" 3 " t o 6 " 1 9 " S i d e l a p 6" 8 " E n d l a p 3" Sequence of Roofing Material 12" Strip Of Secondary Underlayment At Eave Metal Drip Edge Secondary Underlayment Valley Secondary Underlayment Valley Metal Valley Primary Underlayment Counter Flashing 12" Strip Of Secondary Underlayment Over Nailed EdgesPrimary Underlayment Asphalt Shingles, Step Flashing 1 2 3 4 5 6 7 8 9 10 36" Wide Primary Underlayment Under Metal Valley 24" Wide Valley Metal 10'-0" Length See Profile 1" V-Crimp 8'-6" Wide Strip Of Secondary Underlayment (3 Strips) In Valleys Applied Over Sheathing 12" Wide Strip Of Secondary Underlayment Over Nailed Edges Elastomeric Joint Sealant General Primary Underlayment General Secondary Underlayment 12" Strip Of Secondary Underlayment Metal Drip Edge Exterior Wall Cladding Elastomeric Joint Sealant (Typ) Hand Seal Shingles Over Valley Metal Starter Course Elastomeric Joint Sealant (Typ) General Primary Underlayment General Secondary Underlayment Asphalt Shingles, Step Flashing Asphalt Shingles, Step Flashing 12" Wide Strip Of Secondary Underlayment Metal Drip Edge 5 6 4 7 3 8 1 2 9 8 3 9 1 2 1" 11" Metal Valley 1" V-Crimp Flashing Profile 1 1/4"1' - 5 1/2"1 1/4" 3 1 / 4 " Typical Eave Framing Framing is Only Shown for Clarity 1x Spacer, 20" Long, for Mounting Ladder Anchor, Cover with Metal Fascia System Ladder Anchor, Mount with (13) Simpson 'SD25300' Screws 2x4 Blocking for Anchor Roof Plate Attachment 1x Spacer, 20" Long, Cover with Metal Fascia System 4 1/2 12 9 1/8" Section View Front View Sealant and Fastener Penthouse Enclosure, See Mechanical Prefinished Metal Cricket Shingles Install Flange of Cricket Under Shingles Secondary Underlayment 2 Ply Primary Underlayment Mi n i m u m H e i g h t = 6" A b o v e H i g h e s t Sn o w Ac c u m u l a t i o n Roof Framing, See Structural Roofing Underlayment, See Valley Flashing Roof Sheathing Roofing Underlayment, See Roof Truss, See Structural Ventilation opening(s). See B/A122. 2x Blocking Laid Flat ( Both Sides) Shingles Secondary Underlayment 2 Ply Primary Underlayment Roof sheathing. See Structural Sheets. Pre-manufactured truss. See Structural Sheets. Pre-Fabricated Metal Hip Vent, Color Selected by Architect. Size as necessaary for hip beam and girder. Install Per Manufacturer's Instruction's. Pre-Fabricated Metal Deflector Each Side by Ridge Vent Manufacturer, Color to Match Ridge Vent Continuous Insulation Baffle 4 " Hip beam or hip girder truss where occurs. See Structural Sheets.2" B│A122B│A122 Ventilation Opening 2x Blocking Laid Flat ( Both Sides) Shingles Secondary Underlayment 2 Ply Primary Underlayment Pre-Fabricated Metal Ridge Vent, Color Selected by Architect. Install Per Manufacturer's Instruction's Pre-Fabricated Metal Deflector Each Side by Ridge Vent Manufacturer, Color to Match Ridge Vent Continuous Insulation Baffle 2 1/4" 4 " Roof sheathing. See Structural Sheets. Pre-manufactured truss. See Structural Sheets. 8" 2" 2x Blocking Laid Flat ( Both Sides) Hip beam or hip girder truss where occurs. See Structural Sheets. Pre-manufactured truss. See Structural Sheets. Hip ventilation Option 1: drill (5) 2" dia. holes through sheathing on each side of the hip girder truss or hip beam. Hip ventilation Option 2: Cut ventilation slots of the size shown. C│A1 2 2 C│A1 2 2 C│A1 2 2 C│A1 2 2 20 2 3 - 0 4 - 1 2 1 : 5 1 : 4 3 P M A122 Roof Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:3" = 1'-0" Ridge and Hip Vent EnlargedG Scale:1 1/2" = 1'-0" Roof - Ridge Vent End DetailJScale:1/4" = 1'-0" Roof - Pipe Boot Flange DetailI Scale:1/2" = 1'-0" Entry Gable Valley FlashingA Scale:1 1/2" = 1'-0" Roof Access Ladder AnchorH Scale:1 1/2" = 1'-0" Penthouse DetailE Scale:1 1/2" = 1'-0" Roof Valley DetailD Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w Scale:1 1/2" = 1'-0" Hip Vent SectionC Scale:1 1/2" = 1'-0" Ridge Vent SectionF Scale:1 1/2" = 1'-0" Hip Vent PlanB 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Note: Fire sprinkler drawings shall be submitted to the Architect prior to installation for coordination of sprinkler head locations. Hallway 171 Bishop 103 Interview 101 Bishop 104 Interview 102 Clerk 106 Waiting 105 Storage 148 Storage 149 Storage 123 Interview 126 Interview 127 Waiting 128 Clerk 124 Stake Pres 125 Vest 130 Custodial 116 Tech 154 Men 158 Mothers 159 Vest 191 Clerk 192 Bishop 193 Bishop 189 Waiting 190 Interview 188 Interview 187 Clerk 164 Bishop 165 Bishop 166 Waiting 163 Interview 162 Interview 161 Vest 160 Vest 131 Chapel 146 Cultural Center 147 Cultural Center 150 Chapel 151 Rostrum 152 Hallway 140 Hallway 119 Hallway 155 Room 185 Room 186 Women 167 Men 168 Women 107 Men 108 Family RR 142 Sac Prep 141 Materials Center 143 Rostrum 145 Room 121 Room 120 Room 117 Room 118 Room 169 Room 170 Room 173 Room 172 Room 133 Room 132 Clerk 139 Bishop 138 Bishop 134 Waiting 137 Interview 135 Interview 136 Vest 112 Foyer 111 Fire Riser 176 Bishop 182 Bishop 177 Clerk 181 Interview 178 Waiting 180 Foyer 183 Vest 184 Interview 179 Serving Area 174 Room 156 Electrical 114 Serving Area 115 Table/Chair Storage 113 Room 109 Room 110 Stair 122 Mothers 144 Custodial 175 Sac Prep 153 1.3 2 3 5 6 7 8 10 11 12 12.3 12.6 12.7 1 9 4 A.6 A.3 A B C E F G G.3 G.6 D 8' - 0 1/2"C2 17' - 11 1/2" C1 8' - 0"C48' - 0"C4 8' - 0"C4 8' - 0 1/2"C1 8' - 0"C4 8' - 0"C4 8' - 0 1/2" C2 10' - 1 3/8"C1 10' - 11 3/8"C1 8' - 0 1/2" C1 10' - 11 3/8" C1 10' - 1 3/8"C1 8' - 0 1/2"C1 8' - 0"C4 8' - 0"C4 8' - 0"C4 8' - 0"C3 8' - 0"C3 8' - 0" C3 8' - 0"C3 8' - 0 1/2"C2 8' - 0"C4 8' - 0 1/2"C2 8' - 0 1/2"C28' - 0 1/2"C2 10' - 11 3/8" C1 10' - 11 3/8" C1 8' - 0 1/2"C2 8' - 0"C4 8' - 0"C2 8' - 0 1/2"C2 8' - 0 1/2" C2 8' - 0 1/2" C2 8' - 0 1/2" C2 8' - 0 1/2" C2 8' - 0" C4 8' - 0"C4 8' - 0" C4 8' - 0" C4 8' - 0"C1 8' - 0 1/2"C1 8' - 0 1/2"C1 8' - 0"C3 8' - 0"C3 8' - 0"C48' - 0"C4 8' - 0"C4 8' - 0"C48' - 0" C4 8' - 0"C4 8' - 0"C4 8' - 0 1/2"C1 8' - 0 1/2" C2 8' - 0 1/2" C1 8' - 0" C4 8' - 0 1/2"C28' - 0 1/2"C2 8' - 0" C1 8' - 0"C1 8' - 0" C1 8' - 0"C1 8' - 0" C4 8' - 0" C4 8' - 0 1/2"C1 8' - 0" C4 8' - 0" C4 height varies C1 20' - 5"C1 height varies C1 height varies C1 20' - 5"C1 height varies C1 height varies C3 20' - 4 1/2"C3 height varies C38' - 0"C4 8' - 0"C4 8' - 0" C3 8' - 0" C2 8' - 0"C2 10' - 11 1/2" C5 10' - 1 3/8" C1 10' - 1 3/8" C1 8' - 0 5/8" C5 8' - 0 5/8"C5 8' - 0" C3 8' - 0"C3 8' - 0" C3 8' - 0"C3 8' - 0"C3 8' - 0" C3 8' - 0"C3 8' - 0" C3 8' - 0" C3 8' - 0"C3 8' - 0 1/2"C1 15' - 0" 15' - 0"15' - 0"15' - 0" 16' - 0"16' - 0"16' - 0"16' - 0" 8' - 0" C4 ty p . 4' - 5 1 / 2 " 20 ' - 0 " 9' - 6"C49' - 6"C49' - 6"C49' - 6"C4 9' - 6"C4 9' - 6"C49' - 6"C49' - 6"C49' - 6"C4 8' - 0 5/8" C5 10' - 1 1/2" C5 10' - 1 1/2" C5 10' - 11 1/2" C5 8' - 0 5/8" C5 4' - 5 1 / 2 " 20 ' - 0 " 8' - 0 1/2"C1 8' - 0 1/2"C1 height varies C3 height varies C3 8' - 0"C2 8' - 0 1/2" C1 15' - 0" 20 ' - 0 " height varies C1 20' - 4 1/2"C3 8' - 4"C1 8' - 4"C1 8' - 0" C4 8' - 0" C3 High Council 129 Women 157 8' - 0"C4 8' - 0"C3 11' - 0"C1 11' - 0"C1 11' - 0"C1 11' - 0"C111' - 0"C1 11' - 0"C1 11' - 0"C1 11' - 0"C1 11-611-6 11-4 11-4 11-4 09-11 09-11 09-11 09-11 09-24 09-24 09-24 09-24 09-11 09-11 09-11 09-11 09-11 09-11 09-25 09-25 09-25 09-25 Reflected Ceiling Symbol Legend Ceiling Air Supply Diffuser, Size Varies, Refer to Mechanical Drawings. Ceiling Air Exhaust Fan Register, Size Varies, Refer to Mechanical Drawings. Light Fixture, Refer to Electrical Drawings. Recessed Downlight Fixture, Refer to Electrical Drawings. Ceiling Air Return Register, Size Varies, Refer to Mechanical Drawings. Directional Downlight Fixture, Refer to Electrical Drawings. Exit Sign Ceiling Mounted w/ Arrows as shown, Refer to Electrical Drawings. Light Fixture, Refer to Electrical Drawings. Pendant Light Fixture, Refer to Electrical Drawings. Ceiling Type Ceiling HeightC18' -0" Recessed Speaker Refer to AV Drawings Ceiling Mounted Occupancy Sensor, Refer to Electrical Drawings. C1 Gypsum Board Attached to Structure, Textured, Painted C2 Gypsum Board Suspended From Structure, Textured, Painted C3 Gypsum Board Attached to Structure, with Glue-on Acoustical Tile C4 Gypsum Board Suspended From Structure, with Glue-on Acoustical Tile C5 Prefinished Metal Soffit. Fill attic space above with loose-fill insulation up to 4" from roof sheathing. Ceiling Types Legend:General Ceiling Plan Notes: 1. Wall Mounted Light Fixtures that Occur Below Ceiling Line are Not Shown. 2. Mounting of Speakers: Corridor -See C/A505. 3. Provide Seismic Bracing at All Ceiling Suspension Systems. 4. Suspension Ceiling System Details, See G, H/A505. 5. Install R-30 Acoustical Batt Insulation Over Ceiling in Rooms: 101, 102, 103, 104, 106, 117, 118, 120, 121, 124, 125, 126, 127, 129, 134, 135, 136, 138, 139, 161, 162, 164, 165, 166, 169, 170, 172, 173, 177, 178, 179, 181, 182, 187, 188, 189, 192, and 193. 6. Install R-30 thermal batt insulation over ceiling in rooms 112, 130, 131, 160, 176, 184, and 191. 7. Fill attic space above all exterior Type C5 ceilings with loose-fill insulation up to 4" from roof sheathing. 20 2 3 - 0 3 - 3 0 6 : 1 4 : 0 8 P M A151 Reflected Ceiling Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" Reflected Ceiling Plan1 0'8'16'4'32' Keyed Notes 09-11 Gypsum Board Control Joint. Typical. See B/A505. 09-24 Painted wood trim. See J/A704. 09-25 Light cove. See B/A312. 11-4 Projection Screen, See D/A505. 11-6 Basketball Backboard & Support Frame, See F/A505. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Entry Truss Bearing Height 11' -0" Truss Ridge Height 32' -6 3/8" Steeple Base 33' -5 29/32" Top of Wainscot -stone 2' -8" 1.3 7 8 10 11 12 12.3 12.6 12.7 1 9 10 │A3 0 5 Top of Steeple 71' -7 3/4" A48 A47 A46 A45 A44 A43 A55 A41 A40 A39 A38 A37 A36 A35 174c 176a A34 A33 A32 184a 184b 184c 184d A31 A30 A29 A28 A27 4│A203 1│A204 2│A204 1' - 6 1/2" 11 │A3 0 5 04-6 21-2 A│A601 Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Steeple Base 33' -5 29/32" Top of Wainscot -stone 2' -8" A.6BCEFG D C.10D.10 7│A3 0 4 7│A3 0 4 EQ EQ A26 A25 A24 A23 A22130a A21191a Top of Steeple 71' -7 3/4" 1│A203 2│A203 3│A203 A│A206 B│A503 07-37 04-6 07-25 07-40 3/ 3 0 / 2 0 2 3 6 : 4 5 : 0 6 P M A201 Exterior Elevations Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" East Elevation1 Scale:1/8" = 1'-0" North Elevation2 Keyed Notes 04-6 Brick veneer rowlock course. Brick Type #2. 07-25 Prefinished Metal Fascia. See J/A502. 07-37 Fiber Cement Trim. 1" deep x 3 1/2" wide. 07-40 Prefinished metal fascia return. See A & B/A503. 21-2 Fire department connection with locking knox plugs. Coordinate model with Fire Department requirements. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 0'8'16'4'32' 0'8'16'4'32' 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Entry Truss Bearing Height 11' -0" Truss Ridge Height 32' -6 3/8" Steeple Base 33' -5 29/32" Top of Wainscot -stone 2' -8" A.6 B C E F G D C.10 D.10 Top of Steeple 71' -7 3/4" Bottom of Footings -4' -0" A56 A55 131a 131b A54 A53 A52 A51 160a 160b A50 A49 3│A204 07-27 07-27 07-40 07-28 07-41 1│A3 0 1 22-15 10-25 07-28 04-1 07-27 04-5 04-3 04-2 04-1 04-4 04-3 07-26 07-37 07-33 07-37 07-33 07-33 07-37 Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Entry Truss Bearing Height 11' -0" Truss Ridge Height 32' -6 3/8" Top of Wainscot -stone 2' -8" 1.32356 1212.312.612.7 14 10 │A3 0 5 Top of Steeple 71' -7 3/4" A1A2A3A4A5112a112b112c112dA6115cA7A8A9A10A12A11A13A14A15A16122bA17A18A19A20 2│A204 1│A204 07-27 07-40 07-27 07-28 07-41 10-25 11 │A3 0 5 07-27 3/ 3 0 / 2 0 2 3 6 : 5 6 : 5 9 P M A202 Exterior Elevations Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" South Elevation1 Scale:1/8" = 1'-0" West Elevation2 Keyed Notes 04-1 Manufactured Stone Veneer System. 04-2 Brick veneer field course. Brick Type#1. 04-3 Brick veneer soldier course. Brick Type #2. 04-4 Manufactured stone veneer capstone. 04-5 Brick veneer stacked course. Brick Type #2. 07-26 Prefinished Metal Rain Gutter. See Detail J/A502. 07-27 Prefinished Metal Downspout. Typical. See H/A502. 07-28 Prefinished metal ridge vent. See F/A109. 07-33 Fiber Cement Lap Siding Main Color. 07-37 Fiber Cement Trim. 1" deep x 3 1/2" wide. 07-40 Prefinished metal fascia return. See A & B/A503. 07-41 Prefinished metal hip vent. See ?/????. 10-25 Prefinished aluminum steeple. See A206 and A207. 22-15 Vent through roof, flue, or other roof penetration. Typical. See Roof Details and Mechanical and Plumbing Sheets. Paint all roof penetrations. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 0'8'16'4'32' 0'8'16'4'32' 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Steeple Base 33' -6" Top of Wainscot -stone 2' -8" E F D D.10 1│A207 2│A207 2' - 0" 10 1 / 4 " Top of Wainscot -stone 2' -8" 2' - 1 0 1 / 4 " 4' - 7 5/8" Top of Slab 0' -0" Top of Wainscot -stone 2' -8" 21-2 A34 A33 176a174c 10-30 3/ 3 0 / 2 0 2 3 6 : 2 8 : 2 4 P M A203 Enlarged Exterior Elevations Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/2" = 1'-0" Steeple Wall Elevation1 Scale:1/2" = 1'-0" Stone Address Sign2 Scale:1/2" = 1'-0" Stone Meetinghouse Sign3 Scale:1/2" = 1'-0" A203 Door and Window elevation4 Keyed Notes 10-30 Knox box recessed in brick. Verify model with fire department requirements. 21-2 Fire department connection with locking knox plugs. Coordinate model with Fire Department requirements. 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Entry Truss Bearing Height 11' -0" Top of Wainscot -stone 2' -8" Top of Slab 0' -0" Top of Wainscot -stone 2' -8" Top of Slab 0' -0" Top of Wainscot -stone 2' -8" 3/ 3 0 / 2 0 2 3 7 : 0 2 : 1 1 P M A204 Enlarged Exterior Elevations Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/2" = 1'-0" A204 main entry1 Scale:1/2" = 1'-0" A204 rear popout2 Scale:1/2" = 1'-0" A204 rear elevation3 Keyed Notes 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w D Top of Steeple 71' -7 3/4" 2│A3 0 2 1│A2071│A207 1│A206 2│A2072│A207 E│A206E│A206 D│A206D│A206 C│A206C│A206 38 ' - 3 3 / 4 " 4' - 1 1 / 4 " 4 1 / 2 " 9' - 1 " 3" 1' - 6 " 4" 7 1 / 8 " 19 ' - 6 7 / 8 " 2' - 6 " 7' - 2" 1' - 4 1/2" 1 1/2" 3 1/2"3' - 10" 3" 1" 33' - 4" Truss Ridge Height 32' -6 3/8" Steeple Base 33' -6" D Top of Steeple 71' -7 3/4" 1│A207 2│A207 E│A206 D│A206 C│A206 3│A207 D 1│A3 0 1 D│A206 R 2 ' - 3 1 / 1 6 " R 1 ' - 1 1 1 / 1 6 " 2' - 11 7/8" 7' - 5 1 / 8 " 5/ 8 " 2' - 5 " 5/ 8 " 2' - 5 " 4" 4"7" 5/8" 1' - 0 5/8" 5/8" 7"4" D B│A206 4│A2 0 7 6' - 6" 6' - 6 " 1' - 9"4"2' - 3 7/8"4"1' - 9"1' - 6"1' - 6" D B│A206 7' - 2" 4' - 5" Varies 1' - 4 1/2"1' - 4 1/2" 3 1/2"3 1/4" 3' - 3 3/8" D B│A206 4│A2 0 7 8' - 2 1/8" 7 7 / 8 " 8' - 2 1 / 8 " 9' - 11 7/8" 3/ 2 9 / 2 0 2 3 7 : 5 6 : 0 0 P M A206 Steeple Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/2" = 1'-0" Steeple Front ElevationA Scale:1/2" = 1'-0" Steeple SectionBScale:1" = 1'-0" Steeple Feature Elevation1 Scale:1/2" = 1'-0" Steeple Profile Through FeatureD Scale:1/2" = 1'-0" Steeple Profile Through SpireC Scale:1/2" = 1'-0" Steeple Profile Through BaseE 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w D B│A206 8' - 6 1/8" 8' - 6 1 / 8 " 4 1/2" / 1'-0"4 1/2" / 1'-0" Roof sheathing D B│A206 2' - 3"2' - 3" 9' - 4" 9' - 4 " Prefinished welded tube steeple support frame. See Structural. Retrofit boot flashing (square tube). Orient splice in downslope side. Typical of 4. Single ply membrane over sloped platfrom sheathing. Seal to perimeter flashing. Notch sheathing around steel tube penetrations. Shaped 2x6 joists at 12" O.C. Double pitched 1/2" : 12" slope. 4' - 6 " 4' - 8"4' - 8" Truss Ridge Height 32' -6 3/8" Steeple Base 33' -6" D 1│A207 2' - 9 5 / 8 " 9' - 4" 1/2" 1'-0" 1/2" 1'-0" 33' - 4" Aluminum lighting cable. Connect to aluminum steeple frame (provided by steeple fabricator). Retrofit boot flashing (square tube). Orient splice in downslope side. Typical of 4. Single ply membrane over sloped platfrom sheathing. Seal to perimeter flashing. Shaped 2x6 joists at 12" O.C. Double pitched 1/2" : 12" slope. (3) continous 2x8 Prefinished metal flashing with 3/4" drip edge. Completely fill attic space with insulation. Not shown for clarity. Plywood sheathing. 1" rigid insulation. Rated wall assembly. Manufactured stone veneer. Steeple support beam see structural. 30' - 4" 35' - 4" 1 -1/4" PVC conduit for steeple lightning cable. Truss Ridge Height 32' -6 3/8" Steeple Base 33' -6" 12 12.3 12.6 12.7 B│A2 0 6 1│A207 Prefinished welded tube steeple support frame. See Structural. Retrofit boot flashing (square tube). Orient splice in downslope side. Typical of 4. Single ply membrane over sloped platfrom sheathing. Seal to perimeter flashing. Shaped 2x6 joists at 12" O.C. Double pitched 1/2" : 12" slope. (3) continous 2x8 Prefinished metal flashing with 3/4" drip edge. Completely fill attic space with insulation. Not shown for clarity. Plywood sheathing. 1" rigid insulation. Rated wall assembly. Manufactured stone veneer. Trusses. See Structural. 3/ 2 9 / 2 0 2 3 7 : 5 7 : 3 4 P M A207 Steeple Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:3/4" = 1'-0" Steeple Support Frame Base1 Scale:3/4" = 1'-0" Steeple Profile Through Base2 Scale:1 1/2" = 1'-0" Steeple Support3 Scale:1 1/2" = 1'-0" Steeple Support4 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Upper Truss Bearing Height 18' -0 1/8" Steeple Base 33' -5 29/32" 12 12.3 12.6 12.7 C│A6 0 1 B│A2 0 6 A│A3 1 4 10 │A3 0 5 10 │A3 0 5 Women 157Hallway 155 Tech 154 Rostrum 152 Chapel 151Cultural Center 150 157a128a151bP151151a150a149a Cultural Hall Ceiling 20' -5 5/8" B│A6 0 1 Top of Steeple 71' -7 3/4" Bottom of Footings -4' -0" / 2 A3 0 2 / 2 A3 0 2 31-2 11 │A3 0 5 09-16 06-13 10-6 03-3 03-2 07-16 31-3 8' - 11 1/8" 31-1 A│A612 4│A207 07-4 Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Entry Truss Bearing Height 11' -0" Top of Wainscot -stone 2' -8" 7 8 10 119 10 │A3 0 5 10 │A3 0 5 Bottom of Footings -4' -0" 2│A310 32-5 A32A33A34 184a 184b 184c 184d A31 A30 A29 07-27 07-26 07-26 07-27 07-28 07-33 07-37 04-3 04-5 04-3 04-2 04-1 04-1 4│A3 1 0 20 2 3 - 0 4 - 1 2 2 : 0 7 : 4 7 P M A301 Building Sections Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Keyed Notes 03-2 Concrete floor slab. See Structural Sheets. 03-3 Reinforced concrete footing and foundation. See Structural Sheets. 04-1 Manufactured Stone Veneer System. 04-2 Brick veneer field course. Brick Type#1. 04-3 Brick veneer soldier course. Brick Type #2. 04-5 Brick veneer stacked course. Brick Type #2. 06-13 Recessed Hymn Book Shelf, Refer to R/A702. 07-4 2" polyisocyanurate foundation insulation. 07-16 Below-grade Vapor Retarder System. 07-26 Prefinished Metal Rain Gutter. See Detail J/A502. 07-27 Prefinished Metal Downspout. Typical. See H/A502. 07-28 Prefinished metal ridge vent. See F/A122. 07-33 Fiber Cement Lap Siding Main Color. 07-37 Fiber Cement Trim. 1" deep x 3 1/2" wide. 09-16 Sisal Wall Covering. 10-6 Room Sign Furnished by Owner, Installed by Contractor, Refer to Signage Plans. 31-1 Compacted backfill / undisturbed native soil. 31-2 4" base below concrete slab. 31-3 Engineered structural fill down to bedrock. See Site Sheets. 32-5 Concrete sidewalk at 2% slope with 18" base. See Site Sheets. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/4" = 1'-0" Building Longitudinal Section1 0'4'8'2'16' Scale:1/4" = 1'-0" Building Section3 0'4'8'2'16' 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Upper Truss Bearing Height 18' -0 1/8" Steeple Base 33' -5 29/32" 1.31 F│A6 0 1 G│A6 0 1 4│A3 0 2 4│A3 0 2 6│A3 0 3 5│A3 0 3 5│A3 0 3 Cultural Center 147 Chapel 146 Rostrum 145 Materials Center 143 Hallway 140 Interview 136 Interview 135 Bishop 134 147a146b146a Cultural Hall Ceiling 20' -5 5/8" Bottom of Footings -4' -0" / 1 A3 0 1 / 1 A3 0 1 F│A505 1│A310 06-33 6' - 0" 7' - 0 " 7' - 0 " 06-13 11-13 05-1 06-3 A│A612 Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Upper Truss Bearing Height 18' -0 1/8" Steeple Base 33' -5 29/32" A.6 B C E F GDC.10 D.10 7│A3 0 4 7│A3 0 4 14 │A3 0 6 14 │A3 0 6 Room 173 Hallway 171 Cultural Center 147 Room 117 130b 191b 174b Hallway 119 9│A3 0 4 9│A3 0 4 3│A3 0 1 3│A3 0 1 Cultural Hall Ceiling 20' -5 5/8" Bottom of Footings -4' -0" 1│A3 0 1 1│A3 0 1 2│A3 0 2 2│A3 0 2 3│A310 06-3 06-21 09-16 09-14 Storage 148 1│A207 2│A207 E│A206 A7 117a A36 5│A3 1 0 6│A3 1 0 20 2 3 - 0 4 - 1 2 2 : 0 8 : 1 4 P M A302 Building Sections Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Keyed Notes 05-1 Painted steel ladder. See B/A314. 06-3 Attic Access Catwalk. See A/A102. 06-13 Recessed Hymn Book Shelf, Refer to R/A702. 06-21 Hardwood chair rail. See B/A705. At windows, see A/A705. 06-33 Opening in wall framing. 09-14 Carpet Base, See Finish Schedule/Specifications. 09-16 Sisal Wall Covering. 11-13 Basketball standard above. Scale:1/4" = 1'-0" Building Longitudinal Section2 Scale:1/4" = 1'-0" Building Section4 0'4'8'2'16' 0'4'8'2'16' 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Upper Truss Bearing Height 18' -0 1/8" Truss Ridge Height 32' -6 3/8" Steeple Base 33' -5 29/32" A.6 B C E F GDC.10 D.10 D│A6 0 1 E│A6 0 1 7│A3 0 4 14 │A3 0 6 167a143a142a130b Women 107 Hallway 119 Hallway 140 Hallway 171 Women 167 107a 9│A3 0 4 3│A3 0 1 Bottom of Footings -4' -0" 1│A3 0 1 2│A3 0 2 07-41 10-25 07-25 07-27 07-28 07-28 07-28 1│A310 Sim 10-17 06-33 6' - 0" 7' - 0 " 09-5 09-3 09-16 09-14 06-21 10-2210-6 07-37 07-33 07-18 31-1 31-3 07-16 31-2 07-4 1│A207 2│A207 E│A206 C│A502 5│A3 1 0 6│A3 1 0 23-4 22-15 23-4 22-15 Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Upper Truss Bearing Height 18' -0 1/8" Truss Ridge Height 32' -6 3/8" A.6 A.3 ABCEFGD Room 109 Room 110 Hallway 119 Chapel 146 Hallway 171 Room 169 141a 146a P110 Cultural Hall Ceiling 20' -5 5/8" Bottom of Footings -4' -0" 2│A3 0 2 2│A3 0 2 146c160c160d 131c131d A44 07-28 13 │A3 0 6 06-3 06-21 31-2 07-4 31-1 03-2 31-3 03-3 07-16 09-14 09-3 09-16 20 2 3 - 0 4 - 1 2 2 : 0 9 : 1 8 P M A303 Building Sections Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/4" = 1'-0" Building Section6 Scale:1/4" = 1'-0" Building Section5 Keyed Notes 03-2 Concrete floor slab. See Structural Sheets. 03-3 Reinforced concrete footing and foundation. See Structural Sheets. 06-3 Attic Access Catwalk. See A/A102. 06-21 Hardwood chair rail. See B/A705. At windows, see A/A705. 06-33 Opening in wall framing. 07-4 2" polyisocyanurate foundation insulation. 07-16 Below-grade Vapor Retarder System. 07-18 Asphalt shingle roofing over underlayments. Install secondary underlayment over the entire roof. 07-25 Prefinished Metal Fascia. See J/A502. 07-27 Prefinished Metal Downspout. Typical. See H/A502. 07-28 Prefinished metal ridge vent. See F/A122. 07-33 Fiber Cement Lap Siding Main Color. 07-37 Fiber Cement Trim. 1" deep x 3 1/2" wide. 07-41 Prefinished metal hip vent. See B & C/A122. 09-3 Painted and textured 5/8" Type X gypsum board. 09-5 Thinset Ceramic Wall Tile System. Install bullnose tile at all exposed tile edges. Refer to Finish Legend & Interior Elevations. 09-14 Carpet Base, See Finish Schedule/Specifications. 09-16 Sisal Wall Covering. 10-6 Room Sign Furnished by Owner, Installed by Contractor, Refer to Signage Plans. 10-17 Mirror with Aluminum Frame. Install spacers behind all mirrors as needed where mirror extends above the top of the wall tile. 10-22 Semi-recessed fire extinguisher cabinet. See F/A702 and Code Plans. 10-25 Prefinished aluminum steeple. See A206 and A207. 22-15 Vent through roof, flue, or other roof penetration. Typical. See Roof Details and Mechanical and Plumbing Sheets. Paint all roof penetrations. 23-4 Prefinished metal penthouse. See E/A122 and Mechanical Drawings. 31-1 Compacted backfill / undisturbed native soil. 31-2 4" base below concrete slab. 31-3 Engineered structural fill down to bedrock. See Site Sheets. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 0'4'8'2'16' 0'4'8'2'16' 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" EF D.10 Bottom of Footings -4' -0" 32-5 191a A24 07-33 04-1 07-24 04-3 04-2 04-3 04-5 04-3 04-1 04-4 10' - 2" top of wall 07-37 07-42 Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Entry Truss Bearing Height 11' -0" Truss Ridge Height 32' -6 3/8" Steeple Base 33' -5 29/32" Top of Wainscot -stone 2' -8" 1212.312.612.7 C│A6 0 1 B│A2 0 6 8│A3 0 4 B│A6 0 1 Bottom of Footings -4' -0" 10-25 07-25 07-25 07-25 130a 130b 11 │A3 0 5 Vest 130 Hallway 119 04-1 04-2 04-3 04-4 04-1 09-3 09-16 09-14 06-21 32-5 07-4 07-28 07-39 05-1 8' - 11 1/8" 09-3 A│A502 1│A207 1│A207 2│A207 2│A207 Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Entry Truss Bearing Height 11' -0" Top of Wainscot -stone 2' -8" 7 8 10 119 10 │A3 0 5 10 │A3 0 5 Bottom of Footings -4' -0" 07-27 08-8 07-25 07-25 184a 184b 184c 184d 09-1 09-1 07-24 07-33 07-28 1│A310 Sim 32-5 Bishop 182 Room 185 07-37 4│A3 1 0 20 2 3 - 0 4 - 1 2 2 : 1 0 : 5 6 P M A304 Building Sections Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/4" = 1'-0" Section8 Scale:1/4" = 1'-0" Section7 Keyed Notes 04-1 Manufactured Stone Veneer System. 04-2 Brick veneer field course. Brick Type#1. 04-3 Brick veneer soldier course. Brick Type #2. 04-4 Manufactured stone veneer capstone. 04-5 Brick veneer stacked course. Brick Type #2. 05-1 Painted steel ladder. See B/A314. 06-21 Hardwood chair rail. See B/A705. At windows, see A/A705. 07-4 2" polyisocyanurate foundation insulation. 07-24 Metal Soffit Panels. 07-25 Prefinished Metal Fascia. See J/A502. 07-27 Prefinished Metal Downspout. Typical. See H/A502. 07-28 Prefinished metal ridge vent. See F/A122. 07-33 Fiber Cement Lap Siding Main Color. 07-37 Fiber Cement Trim. 1" deep x 3 1/2" wide. 07-39 Fill entire cavity with insulation. At roof locations, leave 4" ventilation space to deck. Install baffles as necessary to maintain ventilation space. 07-42 Prefinished headwall flashing. See A/A502. 08-8 Vinyl Framed Window, Refer to Window Elevations A601. 09-1 Suspended ceiling system. See Reflected Ceiling Plan. 09-3 Painted and textured 5/8" Type X gypsum board. 09-14 Carpet Base, See Finish Schedule/Specifications. 09-16 Sisal Wall Covering. 10-25 Prefinished aluminum steeple. See A206 and A207. 32-5 Concrete sidewalk at 2% slope with 18" base. See Site Sheets. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/4" = 1'-0" Section9 0'4'8'2'16' 0'4'8'2'16'0'4'8'2'16' 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Entry Truss Bearing Height 11' -0" Upper Truss Bearing Height 18' -0 1/8" Truss Ridge Height 32' -6 3/8" A.6BCEFGG.3G.6 D C.10D.10 D│A6 0 1 E│A6 0 1 14 │A3 0 6 14 │A3 0 6 Hallway 119 Chapel 151 Hallway 171 Foyer 183 Vest 184 9│A3 0 4 3│A3 0 1 Cultural Hall Ceiling 20' -5 5/8" A│A504 Bottom of Footings -4' -0" 2│A3 0 2 2│A3 0 2 13 │A3 0 6 07-28 06-3 06-33 3' - 0"6' - 0 " Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Entry Truss Bearing Height 11' -0" Upper Truss Bearing Height 18' -0 1/8" Truss Ridge Height 32' -6 3/8"Steeple Base 33' -5 29/32" Top of Wainscot -stone 2' -8" A.6 B C E F GDC.10 D.10 7│A3 0 4 Bottom of Footings -4' -0" 1│A3 0 1 07-28 10-25 07-27 07-26 10-6 192a191b A24 A26A23 130b A22A21 07-26 07-27 07-25 07-25 A27 09-16 09-3 06-21 -0' - 6"-0' - 6" 1│A207 2│A207 E│A206 5│A3 1 0 6│A3 1 0 10' - 11 1/4" 20 2 3 - 0 4 - 1 2 2 : 1 1 : 3 4 P M A305 Building Sections Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/4" = 1'-0" Building Section10 Keyed Notes 06-3 Attic Access Catwalk. See A/A102. 06-21 Hardwood chair rail. See B/A705. At windows, see A/A705. 06-33 Opening in wall framing. 07-25 Prefinished Metal Fascia. See J/A502. 07-26 Prefinished Metal Rain Gutter. See Detail J/A502. 07-27 Prefinished Metal Downspout. Typical. See H/A502. 07-28 Prefinished metal ridge vent. See F/A122. 09-3 Painted and textured 5/8" Type X gypsum board. 09-16 Sisal Wall Covering. 10-6 Room Sign Furnished by Owner, Installed by Contractor, Refer to Signage Plans. 10-25 Prefinished aluminum steeple. See A206 and A207. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/4" = 1'-0" Building Section11 0'4'8'2'16' 0'4'8'2'16' 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Top of Wainscot -stone 2' -8" E FD.10 Bottom of Footings -4' -0" 32-5 160a 160b 07-33 04-3 04-2 04-1 04-4 04-5 04-3 07-27 07-25 07-39 07-13 Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" 1.3 1 F│A6 0 1 G│A6 0 1 Bottom of Footings -4' -0" 12 │A3 0 6 12 │A3 0 6 32-5 31-2 Vest 131 Hallway 119 133a 131c 09-3 09-16 09-14 06-21 09-3 04-1 07-4 131b 31-1 03-2 07-16 31-3 07-39 Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Entry Truss Bearing Height 11' -0" 8 109 10 │A3 0 5 10 │A3 0 5 Bishop 182 Vest 184183a183b 183c 183d 28-2 09-3 09-14 Room 185 07-28 Scale:1/4" = 1'-0" Section14 Scale:1/4" = 1'-0" Section12 Scale:1/4" = 1'-0" Section13 20 2 3 - 0 4 - 1 2 2 : 1 2 : 4 7 P M A306 Building Sections Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Keyed Notes 03-2 Concrete floor slab. See Structural Sheets. 04-1 Manufactured Stone Veneer System. 04-2 Brick veneer field course. Brick Type#1. 04-3 Brick veneer soldier course. Brick Type #2. 04-4 Manufactured stone veneer capstone. 04-5 Brick veneer stacked course. Brick Type #2. 06-21 Hardwood chair rail. See B/A705. At windows, see A/A705. 07-4 2" polyisocyanurate foundation insulation. 07-13 Corrugated plastic baffle with 4" ventilation space above. 07-16 Below-grade Vapor Retarder System. 07-25 Prefinished Metal Fascia. See J/A502. 07-27 Prefinished Metal Downspout. Typical. See H/A502. 07-28 Prefinished metal ridge vent. See F/A122. 07-33 Fiber Cement Lap Siding Main Color. 07-39 Fill entire cavity with insulation. At roof locations, leave 4" ventilation space to deck. Install baffles as necessary to maintain ventilation space. 09-3 Painted and textured 5/8" Type X gypsum board. 09-14 Carpet Base, See Finish Schedule/Specifications. 09-16 Sisal Wall Covering. 28-2 Fire Alarm Control Panel, Refer to Electrical Drawings. 31-1 Compacted backfill / undisturbed native soil. 31-2 4" base below concrete slab. 31-3 Engineered structural fill down to bedrock. See Site Sheets. 32-5 Concrete sidewalk at 2% slope with 18" base. See Site Sheets. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 0'4'8'2'16'0'4'8'2'16' 0'4'8'2'16' 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Top of Wainscot -stone 2' -8" Bottom of Footings -4' -0" gr i d l i n e 8│A310 11│A310 07-4 Top of Slab 0' -0" Entry Truss Bearing Height 11' -0" Bottom of Footings -4' -0" 9│A310 Top of Slab 0' -0" Lower Truss Bearing Height 8' -1 1/8" Top of Wainscot -stone 2' -8" Bottom of Footings -4' -0" gr i d l i n e D│A502 G│A502 07-4 04-1 07-3 09-27 06-6 04-7 03-4 31-2 31-1 Top of Slab 0' -0" Entry Truss Bearing Height 11' -0" Footings -3' -0" Bottom of Footings -4' -0" gr i d l i n e 10│A310 Top of Slab 0' -0" Footings -3' -0" Top of Wainscot -stone 2' -8" Bottom of Footings -4' -0" gr i d l i n e 7│A310 Top of Slab 0' -0" 1' - 6" 7 1/8" Rated Assembly Top of Slab 0' -0" 1' - 4" 7 3/4" Rated Assembly Top of Slab 0' -0" Rated Assembly 7" 1' - 0" 03-4 04-1 04-7 07-3 09-27 06-6 09-3 07-4 31-2 Top of Slab 0' -0" 2 5/8" 1' - 0" Top of Slab 0' -0" 1' - 0" 2" 07-3 07-33 07-4 31-2 03-4 09-3 06-6 Top of Wainscot -stone 2' -8" 20 2 3 - 0 4 - 1 2 2 : 1 3 : 0 7 P M A310 Wall Sections Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/2" = 1'-0" Wall Section 11 Scale:1/2" = 1'-0" Wall Section 22 Scale:1/2" = 1'-0" Wall Section 33 Scale:1/2" = 1'-0" Wall Section 44 Scale:1 1/2" = 1'-0" Wall Base Detail8 Scale:1 1/2" = 1'-0" Wall Base Detail9 Scale:1 1/2" = 1'-0" Wall Base Detail10 Scale:1/2" = 1'-0" Wall Section 55 Scale:1 1/2" = 1'-0" Wall Base Detail7 Scale:1 1/2" = 1'-0" Wall Base Detail6 Scale:3" = 1'-0" Wainscot Cap Detail11 Keyed Notes 03-4 Anchor bolt. See Structural Sheets. 04-1 Manufactured Stone Veneer System. 04-7 4" CMU block. 06-6 Wall Sheathing, See Structural Drawings. 07-3 1" Extruded Polystyrene Board Insulation. 07-4 2" polyisocyanurate foundation insulation. 07-33 Fiber Cement Lap Siding Main Color. 09-3 Painted and textured 5/8" Type X gypsum board. 09-27 1/2" exterior-grade gypsum sheathing at all exterior walls. 31-1 Compacted backfill / undisturbed native soil. 31-2 4" base below concrete slab. 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" A.6 7' - 2 3 / 8 " (15)Treads @ 11" = 13'-9"1' - 0" 1' - 0" Painted wood tread Painted MDF stair skirt Painted wood riser 11"1" 6 7 / 8 " 3' - 0 " Galvanized steel railing, painted 8' - 0 7/8" 8' - 1 1 1 / 8 " Attach top stringers to (2) 1-3/4" x 11-7/8" LVL Carpet base 4 1 / 8 " 8' - 11 1/4" 122b Stair 122 Storage 123 5/8" Gypsumboard 5/8" Gypsumboard - sealent and taped 3/ 3 0 / 2 0 2 3 1 1 : 4 9 : 4 1 A M A314 Wall Sections Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/2" = 1'-0" Stair SectionA WelxUeRSTpe15 72S4oe15f5pSvf55lSzo)g 0S7=02LSb='2Svfpo)g5p rpa6oM5SceCxo)gS DS3eCySmS'2LSi2LS b='2Sv8((apf 7- S " S 7 S 7 = i 2 S P R ( mSb2LSb2LS7=i2STlaapS V)CyapSW=7=02S V)CyapScalf b- S " S n S b = i 2 vCel5B 7=02SFS7-"n2 Attic Access LadderB Posts At 5'-0" o.c. Secure To Roof Trusses Above With Simpson Plate And 2x4 Back Plate Clear 7/8" 1' - 9 " 1' - 9 " Continuous 2x4 Plate Scale:1 1/2" = 1'-0" Equipment Platform Railing DetailC 8' - 11 1/4" 8' - 11 1/4" 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1.3 21 A.6 A.3 A B Bishop 103 Interview 101 Bishop 104 Interview 102 Clerk 106 Waiting 105 Vest 131 Women 107 Men 108 Room 109 Room 110 A401 1a A4011m A4011r A401 1d 1c 1b A401 1e 1n 1p 1q 1s 1t 1j 1k 1l 1h 1f 1g 6│A3 0 3 6│A3 0 3 A401 1r S i m A401 1q Sim 101a 103a 102a 104a 106a 107a 108a 110a C 142a Family RR 142 A401 2b 2d2e 2c 2a | A 4 0 1 Sac Prep 141 141a 20 2 3 - 0 3 - 3 0 6 : 1 5 : 5 8 P M A401 Enlarged Plans & Elevations Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/4" = 1'-0" Bishop Suite Large RR1 Scale:1/4" = 1'-0" Sac Prep Family RR2 Scale:1/4" = 1'-0" Elevation1bScale:1/4" = 1'-0" Elevation1a Scale:1/4" = 1'-0" Elevation1c Scale:1/4" = 1'-0" Elevation1d Scale:1/4" = 1'-0" Elevation1e Scale:1/4" = 1'-0" Elevation1f Scale:1/4" = 1'-0" Elevation1g Scale:1/4" = 1'-0" Elevation1h Scale:1/4" = 1'-0" Elevation1j Scale:1/4" = 1'-0" Elevation1k Scale:1/4" = 1'-0" Elevation1l Scale:1/4" = 1'-0" Elevation1m Scale:1/4" = 1'-0" Elevation1n Scale:1/4" = 1'-0" Elevation1p Scale:1/4" = 1'-0" Elevation1q Scale:1/4" = 1'-0" Elevation1r Scale:1/4" = 1'-0" Elevation1s Scale:1/4" = 1'-0" Elevation1t Scale:1/4" = 1'-0" Elevation2a Scale:1/4" = 1'-0" Elevation2b Scale:1/4" = 1'-0" Elevation2eScale:1/4" = 1'-0" Elevation2c Scale:1/4" = 1'-0" Elevation2d Keyed Notes Scale:1/4" = 1'-0" Elevation3a Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . E D A402 1a A402 1e 1c1d 1b 1g1h 1f 10-22 W4-A 15' -1 3/4" W4-A 20' -0" W4-A 18' -1 1/16" W6-A 20' -0" Materials Center 143 Mothers 144 12 12.3 A.6 B A402 3a 3b 3c3d 125a 127a 124a 128a123a 126a 122b 129b 129a Storage 123 Interview 126 Interview 127 Waiting 128 Clerk 124 Stake Pres 125 High Council 129 Vest 130 Stair 122 Vest 130 A402 3e 3f 3g3h A402 3k 3j 3m 3l 1│A501 F G A402 2e 2h 2g 2f 174a 174b 174c 176a 175a Fire Riser 176 Serving Area 174 Custodial 175 A402 2a 2b 2c2d 10-23 22-1 22-1 143a 20 2 3 - 0 3 - 3 0 6 : 1 7 : 3 5 P M A402 Enlarged Plans & Elevations Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/4" = 1'-0" Enlarge Floor Plan1 Scale:1/4" = 1'-0" Enlarge Floor Plan3 Scale:1/4" = 1'-0" Enlarge Floor Plan2 Scale:1/4" = 1'-0" Elevation1a Scale:1/4" = 1'-0" Elevation1b Scale:1/4" = 1'-0" Elevation1c Scale:1/4" = 1'-0" Elevation1d Scale:1/4" = 1'-0" Elevation1e Scale:1/4" = 1'-0" Elevation1f Scale:1/4" = 1'-0" Elevation1g Scale:1/4" = 1'-0" Elevation1h Scale:1/4" = 1'-0" Elevation2a Scale:1/4" = 1'-0" Elevation2b Scale:1/4" = 1'-0" Elevation2c Keyed Notes 10-22 Semi-recessed fire extinguisher cabinet. See F/A702 and Code Plans. 10-23 Fire Extinguisher on Wall Hook, Refer to Code Plans. 22-1 Floor Drain, Refer to Plumbing Drawings. Scale:1/4" = 1'-0" Elevation2d Scale:1/4" = 1'-0" Elevation2e Scale:1/4" = 1'-0" Elevation2f Scale:1/4" = 1'-0" Elevation2g Scale:1/4" = 1'-0" Elevation2h Scale:1/4" = 1'-0" Elevation3a Scale:1/4" = 1'-0" Elevation3b Scale:1/4" = 1'-0" Elevation3c Scale:1/4" = 1'-0" Elevation3d Scale:1/4" = 1'-0" Elevation3e Scale:1/4" = 1'-0" Elevation3f Scale:1/4" = 1'-0" Elevation3g Scale:1/4" = 1'-0" Elevation3h Scale:1/4" = 1'-0" Elevation3j Scale:1/4" = 1'-0" Elevation3k Scale:1/4" = 1'-0" Elevation3l Scale:1/4" = 1'-0" Elevation3m Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w A.6 B A403 1a 1c 1b Room 117 20 2 3 - 0 3 - 3 0 6 : 1 8 : 2 4 P M A403 Enlarged Plans And Elevations Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/4" = 1'-0" Elevation1a Scale:1/4" = 1'-0" Elevation1b Scale:1/4" = 1'-0" Elevation1c Scale:1/4" = 1'-0" Enlarged Floor Plan1 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" Entry Truss Bearing Height 11' -0" Upper Truss Bearing Height 18' -0 1/8" DC.10 D.10 7│A304 Cultural Hall Ceiling 20' -5 5/8" 4' - 6 " 1│A3 0 1 1│A3 0 1 3/ 3 0 / 2 0 2 3 4 : 4 4 : 1 5 P M A409 Enlarged Plan & Elevations of the Rostrums Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/4" = 1'-0" Rostrum ElevationA 0'4'8'2'16' CED1 0E.1 0ED1 0R 0 E . 1 C1 CED1 0E.10ED1 0R 0 E . 1 .1 01 0R 0 E . 1 CED1 0E.1 0ED1 CED1 0E.1 0ED1 0R 0 E . 1 0R 0 E o 1 0E.10Eo1 0R s E D 1 sE D 1 CED1 0E.1 0ED1 0R 0 E . 1 C1 0R 0 E . 1 0R 0 E o 1 CE.1 oR 0 E . 1 CE.1 oR C E . 1 CE.1 t0 to tr tu tD tm tst. tC 4' - 6 7/8" 7:lMI<r1RBR0PeS1 Millwork Hardwood TrimB 2 1/4" 2 1 / 4 " 3/8"3/8"3/4"3/8"3/8" 1/ 4 " 1/ 4 " Hardwoo d Trim Rounded Corners to be 3/32" Radius Scale:12" = 1'-0" Pulpit TrimC C E D 5│A3 0 3 5│A3 0 3 146a 141a 146c Rostrum 145 Chapel 146 A | A 4 0 9 s i m . 10-24 10-24 2│A302 2│A302 Scale:1/4" = 1'-0" Rostrum Plan1 0'4'8'2'16' C E D A | A 4 0 9 A423 M |A423 N |A423 A423 M |A423 N |A423 10 11 C D E C.10 D.10 Rostrum 152 Sac Prep 153 Tech 154 154a 1│A301 1│A301 Scale:1/4" = 1'-0" Rostrum Plan2 0'4'8'2'16' F A409 I│A704 1' - 6 3/4" 1' - 2 3/8" 1' - 11 5/8" 3' - 0" 3' - 11 1/2" 1' - 11 1/2" 2' - 0" Hardwood Trim Light Fixture 11 1/2" 3 1/2" 1' - 0" 11 3/8" 8 1/2" 8 1/2" Grille Material on Black Painted Gypsum Board Sl o p e a t L i g h t C o v e A b o v e Hinge Point at Light Cove Above Level Light Cove Light Fixture Above B A W4-A/1 AB W4 -A/ 1 AB W 4 -A/ 1 AB W4 -A/ 1 B A W4-A/1 A B W4-A/1 AB W 4 -A/ 1 B A W4-A/1 Scale:3/4" = 1'-0" Rostrum Side Accent WallD 4 M│A704 G A409 2' - 0 " 1' - 9 7 / 8 " 6' - 3 1 / 8 " 1' - 9 7 / 8 " 2' - 0 " 1' - 7 1 / 2 " 3' - 0 " 1' - 7 1 / 2 " 5/8" Gypsum Board Painted Black ( All Surfaces) 5/8" Gypsum Board Painted Black ( All Surfaces) Grille Material Over Painted Expanded Metal Reinforcing Hardwood Trim Light Fixture Above B A W4-A/1 AB W4 -A/ 1 A B W4-A/1 AB W 6 -A/ 1 B A W4-A/1 A B W4-A/1 AB W4 -A/ 1 AB W6 -A/ 1 Scale:3/4" = 1'-0" Rostrum Accent WallE First Floor 328' -1" B E A409 G│A704 K│A704 D│A704 Grille Material Over Painted Expanded Metal Reinforcing Hardwood Trim 5/8" Gypsum Board Painted Black ( All Surfaces) 5/8" Gypsum Board Painted Black ( All Surfaces) Light Fixture 108' - 5 3/4" 115' - 9" 102' - 4" Scale:3/4" = 1'-0" Rostrum Center Accent WallG First Floor 328' -1" 102' - 4" H│A704 L│A704 Grille Material on Black Painted Gypsum Board Light Cove Framing at 16" On Center Light Fixture Scale:3/4" = 1'-0" Rostrum Side Accent Wall SectionF 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w First Floor 328' -1" J│A4 2 2 K│A4 2 2 H│A4 2 2 L│A4 2 2 G│A4 2 2 A│A422 A│A422 Top Tier Rostrum Floor T2 T1 T2 T3 T6 T1 T1 T2 T9 T2 T3 T6 T1 T1 T2 T9 T2 T3 T6 T1 T1 T2 T9 T2 T3 T6 T1 T1 T1T1 T1 T1 T1T1 T9 T9T9T9T9 T3 T3 T3T3 Sacramen t Table Modesty Wall Pulpit Lectern Modesty Wall 06-16 06-1606-16 101' - 2" 6' - 7 1/2"4' - 0 1/2"10' - 4 1/2"4' - 4 1/2"10' - 6 3/4"3' - 8"3' - 2 1/8" 1' - 7 7/8"1' - 7 7/8"1' - 7 7/8"1' - 7 7/8"3' - 8"1' - 8 3/4"1' - 8 3/4"1' - 8 3/4"1' - 8 3/4"1' - 8 3/4"1' - 8 3/4"1' - 0"2' - 4 1/2"1' - 0" I │A4 2 2 First Floor 328' -1" J│A4 2 2 K│A4 2 2 H│A4 2 2 L│A4 2 2 G│A4 2 2 A│A422 101' - 2" Rostrum Floor T1 T3 T6 T3 T6 T3 T1 T9 T1 T1T1 T3T3 T3 T6 T1 T9 T1 T1 T3 T3 T1 T9 06-2006-1606-16 2' - 5 7/8"4' - 0 1/2"10' - 4 1/2"4' - 4 1/2"10' - 4 1/2"4' - 0 1/2"6' - 7 1/2" I │A4 2 2 First Floor 328' -1" T2 T7 T3 T1 T1 T2 T1 T2 T1 T2 T1 T2 T1 T2 T7 T3 T7 T3 K│A423 K│A423 K│A423 K│A423 6 3/8"5' - 0 3/4"5' - 0 3/4"5' - 0 3/4" First Floor 328' -1" T2 T7 T3 T1T1 T2 T1 T2 T1 T2 T1 T2 T1 T2 T7 T3T7 T3 K│A423 K│A423K│A423 K│A423 1' - 1 1/2" 3' - 0 " 3' - 0 " 1' - 1 1/2" C |A421 E│A421E│A421 3/4"6 3/4"3/4" 3/4"5 3/8"3/4" 8 1/4" 3/ 4 " 3 1 / 4 " 3/ 4 " 3/ 4 " 1 7 / 8 " 3/ 4 " 4 3 / 4 " Hardwood Base Below 3/4" Hardwood, Finish to Match Pulpit 1/8" Radius, Typical Plug Countersunk Screw Hole with Wood Dowel and Finish to Match Hardwood Base 1/8" x 1/8" Routed Grooves, Stain Dark 3/4" Hardwood, Finish to Match Pulpit 3/4" x 1-1/2" Hardwood Base Finish to Match Pulpit, Secure with (4) 12x3 Countersunk Wood Screws, Plug Holes with Wood Dowels and Finish to Match 6 3/4" 3/ 8 " 1 5 / 8 " 1' - 8 " 3/8"6 1/8"3/8" 1 1 / 2 " 3/ 4 " Control Panel, by AV Installer (2) 1/8" x 1/8" Routed Grooves, Stain Dark 3/4" Hardwood, Finish to Match Pulpit 3/4" x 1-1/2" Hardwood Base Finish to Match Pulpit, Secure with (4) 12x3 Countersunk Wood Screws, Plug Holes with Wood Dowels and Finish to Match Rostrum Floor Level Conduits to Controls 1/4" Thick Hardwood Plate, Finish to Match 1 1 / 2 " 1' - 8 " 3/8"6 1/8"3/8" 6 3/4" 3/ 4 " 7' - 2 1/4" 3' - 0 " 2' - 1 0 " 1' - 0 3/4" 4' - 2 " 1' - 3 1/2" 101' - 9" 102' - 4" 101' - 2" C│A4 0 9 C│A4 2 3 Side Panel Hardwood Handrail - Return Ends to Panel and Secure with Blind Screw 20 2 3 - 0 3 - 3 0 5 : 3 8 : 2 0 P M A421 Rostrum Casework Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/2" = 1'-0" Rostrum Casework Front ElevationA Scale:1/2" = 1'-0" Rostrum Casework Rear ElevationD Scale:1/2" = 1'-0" Rostrum Ramp Panel InsideG Scale:1/2" = 1'-0" Rostrum Ramp PanelH Scale:3" = 1'-0" Control PedestalB Scale:3" = 1'-0" Control Pedestal ElevationC Scale:3" = 1'-0" Control Pedestal SectionE Scale:1/2" = 1'-0" Rostrum Side PanelF Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w Keyed Notes 06-16 Architectural Casework, Refer to Cabinet Details. 06-20 Wood Veneer Paneling. 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w A│A422 T6 T3 T3 T2 T2 T2 0" 2' - 6 " 1' - 2 " 2' - 1 0 " 2 3 / 4 " 8 1 / 4 " 5 1 / 2 " 5 1 / 2 " 1' - 0 " 3/4"1' - 0"4" 3/4" 4 1/2"2 1/4" 2 3 / 4 " 3' - 0 3 / 4 " 3 1 / 4 " 5 1 / 4 " Provide Opening in Pulpit Side Wall for Single Gang Data Outlet Box, See 1/ET101 Provide Opening in Pulpit Side Wall for Single Gang Power Receptacle, See Sheet E111 A│A422 T4 T3 T4 T4 T3 T3 T2 Hardwood Paper Stop 3/4" Wood Ribs at 4" o.c. Each Way 3/4" Panel Product 3/4" Panel Product Door w/ Hardwood Edges 3/4" Panel Product Adjustable Pulpit Mechanism Housing Microphone Junction Box By Electrical 1 1/2" Panel Product Fixed Shelf Microphone Connector and Cable by AV Installer 3/4" Panel Product Microphone Mount and Cable Assembly by AV Installer 1/2" Plastic Tube From Pulpit Mechanism for Microphone Cable (Connect Thru Hole in Lectern) Pull-Out Step in Extended Position Pull-Out Step See 10°F│A422 2' - 1 0 " 1' - 2 " 2 1 / 4 " 2" 3" 7 1 / 4 " 1' - 9 1/4" 6 3 / 4 " 3" 4 1 / 4 " 3' - 1 1 / 2 " 6 1 / 4 " 3/ 4 " 3/ 4 " 10 1/2"5 3/8" 2 3 / 4 " 2" 2 1 / 4 " 3/4"2 1/4"9"9 1/4" 3 3 / 4 " 3" 1 /2 "3 /4 "1 / 2 " 2 1 / 4 " 1 ' - 1 1 " A│A422 Open Shelf T4 T4 T3 T3 T2 T2 2 3 / 4 " 6 1 / 4 " 1' - 7 3 / 4 " 5 1 / 4 " 2' - 1 0 " 1' - 2 " 3/4"1' - 0"4"3/4" 1' - 4"5 1/4"2 1/4" 1 1 / 2 " 2 3 / 4 " 3' - 3 " 1" 5 1 / 4 " 3/4" Panel Product Hardwood Edge Band Side Panel Rostrum Floor Line Chapel Floor Line 3/4" Panel Product Open Shelf 3/4" Panel Product T2 T2 T3 T6 T3 T6 3/4" Continuous Panel Product Support 3' - 2" 3 3/4"2' - 7 1/4"3" 6 3 / 4 " 6" 7" 3/ 4 " 2' - 5 1 / 4 " 1' - 2 " 6"8 3/4"1' - 7 1/2"3 3/4" 3/4" Panel Product Hardwood Edge Band Side Panel Rostrum Floor Line Chapel Floor Line 3/4" Panel Product T2 T2 T3 T6 T3 T6 3' - 2" 2' - 7 1/4"3"3 3/4" 1/ 2 " 6" 6 3 / 4 " 3' - 0 " 6"8 3/4"1' - 7 1/2"3 3/4" 1' - 2 " 2' - 1 1/4" 1/4"2' - 2 1/2"1/4" 5/8"6 7 / 8 " 2 1 / 4 " 3/ 4 " 1' - 7 " Clear Opening 2' - 3" D│A4 2 2 D│A4 2 2 E│A422E│A422 3" 1/ 4 " 5/8"1' - 5 3/4"5/8" 4" 3 3 / 4 " 3" 3 3 / 4 " 1' - 7" C│A422 E│A4 2 2 4 3 / 4 " 2" 7/8"2' - 1 1/4"7/8" Cl r O p e n i n g 7 1 / 4 " Clear Opening 2' - 3" D│A4 2 2 C│A422 3/4" 1" 1 1 / 4 " 3/ 8 " 3/ 8 " 3/8" 1 1 / 4 " "T3" 3/4" Panel Product Hardwood Trim 2 1 / 4 " 3/4"3/4" "T3" Surface Mounted Microphone w/ Swing- Down Front Panel by AV. Inst. 1" Dia Hole for Mic. Connector, Locate as Directed by Mic. Supplier J│A4 2 2 K│A4 2 2 H│A4 2 2 T3T3 T1T9T9T1 T1T1T9 3/4" Panel Product 3/4" Panel Product 3/4" Panel Product T1 Below with Mitered End T3 1/8" Spline at Mitered Corners T3 Motorized Lectern Lift Mechanism Not Shown 10 1/2" Square Opening Through Countertop Above 3/4" x 1: Cleat, Screw To Plywood Floor 3/4" Panel Product Panel Floor Anchorage 3/4" x 1" Cleat, Screw to Plywood Floor 1' - 8 3/4"1' - 8 3/4"1' - 8 3/4"1' - 8 3/4"1' - 8 3/4"1' - 8 3/4"2 1/4"1' - 7 1/2"2 1/4"2 1/4"1' - 0" 1/4" 5 1 / 4 " 2 1 / 4 " T1 T3 T6 T2 T2 20 2 3 - 0 3 - 3 0 5 : 3 7 : 4 9 P M A422 Rostrum Casework Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1 1/2" = 1'-0" Modesty WallH Scale:1 1/2" = 1'-0" PulpitJ Scale:1 1/2" = 1'-0" PulpitK Scale:1 1/2" = 1'-0" Sacrament TableL Scale:1 1/2" = 1'-0" Sacrament TableG Scale:1 1/2" = 1'-0" Pull-Out StepC Scale:1 1/2" = 1'-0" Pull-Out Step SideD Scale:1 1/2" = 1'-0" Pull-Out Step FrontE Scale:6" = 1'-0" Lectern EdgeF Scale:6" = 1'-0" Sacrament TrimB Scale:1 1/2" = 1'-0" Pulpit and Modesty Rail WallA Scale:1 1/2" = 1'-0" Modesty WallI Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w C│A4 2 3 C│A4 0 9 Side Panel Hardwood Handrail Return Ends to Panel and Secure with Blind Screw 3/4" x 2-1/2" Hardwood Spacers Between Panel Product Face SheetsChapel Floor Line 1' - 0"1' - 0"1' - 0" 3' - 2" 3' - 0 " 1' - 1" 7"6" 7" 7" 10 1 / 2 " 2' - 1 0 " ( T y p i c a l H a n d r a i l H e i g h t ) Side Panel Hardwood Handrail Return Ends to Panel and Secure with Blind Screw 3/4" x 2-1/2" Hardwood Spacers Between Panel Product Face Sheets C│A4 0 9 C│A4 2 3 Chapel Floor Line 1' - 0"1' - 0"1' - 0" 3' - 2" 1' - 1" 7" 7"6" 10 1 / 2 " 2' - 1 0 " ( T y p i c a l H a n d r a i l H e i g h t ) 3' - 0 " 8" 1 1 / 2 " 1 1/2" 1' - 4" 2" Dia. Pipe Sleeve. Welded to Plate. Top of Sleeve to Under Side of Floor Sheathing 8" x 16" x 1/4" Steel Plate (4) 3/8" Dia. Exp. Anchors into Concrete Slab 1 1 / 4 " 1 1 /4 " 2 1 / 4 " 1 7 / 8 "1 7 /8 "2 1 /4 " 3" 4 1 / 8 " 4 1 /8 " 3" 4 1 / 8 " 2 " 3" 1 1 /4 " 3/8" Diameter Pilot Hole Cut 2x Base Plates, Glued and Bolted 3/8" Diameter Pilot Hole, Center if Not Dimensioned Cut 2x Base Plates, Glued and Bolted 3/8" Diameter Pilot Hole, Center if Not Dimensioned Cut 2x Base Plates, Glued and Bolted Corner Anchor Base Plate Full Anchor Base Plate Half Anchor Base Plate 1 1 / 4 " 3" 5 3 / 4 " 2 1 / 2 " 1 1/4"3"1 1/2"2 3/4"1 1/2" 2 1/2" 5 3/4" 3/ 8 " 5 3/4" 2 1/2" 3/ 8 " 1 1/2"2 3/4"1 1/2" 5 3 / 4 " 2 1/2"3/4"2 1/2" 3/ 8 " 1 1 / 4 " 3" 1 1 / 2 " 2 3 / 4 " 1 1 / 2 " 3" 1 1 / 4 " 5 3 / 4 " 5 3/4" 1/4" Radius, Typ 3/4" Hardwood with Mitered Corners 1/4" Dia. Countersunk Wood Screw, Plug Hole with Wood Dowel and Finish to Match, Typ 1/2" Routed Grove, 1/4" Deep, Typ 3/8 Dia. Lag Bolt, Typ in Upper and Lower Base Plates Half Anchor Base Plates 1/4" Radius, Typ 3/4" Hardwood with Mitered Corners 1/4" Dia. Countersunk Wood Screw, Plug Hole with Wood Dowel and Finish to Match, Typ 1/2" Routed Grove, 1/4" Deep, Typ 3/8 Dia. Lag Bolt, Typ in Upper and Lower Base Plates Full Anchor Base Plate Corner Anchor Base Plate Corner Newel Post End Newel Post Intermediate Newel Post 1 7/8"1 1/2" 2 1 / 4 " R 3/1 6 " R 3 /8 " R 3 /8 " R 1/8" R 3 /1 6 " Hardwood Handrail Handrail Bracket 2 1 / 8 " 1 1/2" 1 1 / 4 " Solid Hardwood Handrail by Rostrum Fabricator Fastener per Handrail Manufacturer's Recommendations Stainless Steel Post, 3/4" x 1" Bar Stock Stainless Steel Mounting Plate, 3/16" x 3/4" Bar Stock, Recess a Minimum of 1/4" Into Bottom of Handrail3/4" 20 2 3 - 0 3 - 3 0 5 : 3 7 : 2 3 P M A423 Rostrum Stair & Ramp Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1 1/2" = 1'-0" Rostrum Steps Side PanelL Scale:1 1/2" = 1'-0" Rostrum Steps Side PanelM Scale:1 1/2" = 1'-0" Rostrum Riser Baluster DetailE Scale:12" = 1'-0" Handrail ReturnJScale:3" = 1'-0" Chapel Newel Post IsometricsI Scale:3" = 1'-0" Newel Post TypesK Scale:6" = 1'-0" Handrail SectionC Scale:6" = 1'-0" Typical Handrail DetailD Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 20 2 3 - 0 3 - 3 0 7 : 2 8 : 2 2 P M A425 Movable Rostrum Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 3" 3" 'T3' 2'-4" PANEL WIDTH 2'-4" PANEL WIDTH 2'-4" PANEL WIDTH 2'-4" PANEL WIDTH 2'-4" PANEL WIDTH 2'-4" PANEL WIDTH 2'-6" PULPIT WIDTH B A425 K A425 2'-4" PANEL WIDTH 2'-4" PANEL WIDTH 2'-4" PANEL WIDTH 2'-4" PANEL WIDTH 2'-4" PANEL WIDTH 2'-4" PANEL WIDTH 2'-6" LECTERN WIDTH 'T5' B A425 K A425 'T4' 'T9' 'T4' 'T2' 'T9' 'T4' 'T2' 'T9' T-SLOT BOLT AND T-TRACK PANEL CONNECTION, TWO AT EACH PANEL, SEE B/A425 HARDWOOD TRIM DESIGNATIONS ('T#') REFER TO A/A425 'T5' 'T4' 'T9' 'T4' 'T2' 'T9' 'T4' 'T2' 'T9' 5 1/4"x 2" HARDWOOD END MEMBER WITH EASED EDGES, ONE TYPICAL AT EACH PANEL 2' - 1 1 " EN D M E M B E R 2' - 1 0 " SI D E P A N E L 'T5''T5' 'T2''T2' M A425 'T5' M A425 'T5' 'T4''T4' 'T2' 'T4' 'T2' 'T5' 'T4''T4' 'T2' 'T4' 'T2' 'T5''T5' 'T2''T2' 'T5' 3/4" PANEL PRODUCT, TYPICAL 3" 3" 'T4' T-SLOT BOLT AND T-TRACK PANEL CONNECTION, TWO AT EACH PANEL, SEE B/A425 GUIDE BLOCK, TWO FOR EACH PANEL, SEE B/A425 GUIDE BLOCK, TWO AT EACH PANEL, SEE B/A425 2' - 1 1 " EN D M E M B E R 2' - 1 0 " SI D E P A N E L 5 1/4"x 2" HARDWOOD END MEMBER WITH EASED EDGES, ONE AT EACH PANEL 3/4" PANEL PRODUCT, TYPICAL 2" 2'-3 1/2" 6 1 / 2 " 2 1/4"2 3/4"8" 1/8" SPLINE AT MITERED CORNERS 2 3/4"2 1/4" 1 1/2"x 3/4" HARDWOOD GUIDE RAIL, UPPER STEP J A425 'T2''T3''T3' 5 1 / 4 " 6 1 / 4 " 1'-1"2"1'-1" 8" RECESSED T-TRACK, 1 1/2" LONG 'T4''T4''T4' 2'-4" PANEL WIDTH 'T9' 'T4' 'T4' 3/4" PANEL PRODUCT3/8" M I N . 3/4 " LOCATION OF (2) 8x1 PAN HEAD WOOD SCREWS, CENTER IN TRACK 1x2 WOOD EDGE, FORM RECESS ALONG PANEL CONNECTION SIDE 'T4''T4''T4' 5 1/4"x 2" HARDWOOD END MEMBER WITH EASED EDGES, TYPICAL AT EACH PANEL 1/4-20 x 1 3/4 T-SLOT BOLT WITH THREADED INSERT, TWO AT EACH PANEL 3/8" HARDWOOD GUIDE BLOCK, LET INTO HARDWOOD END MEMBER, TWO FOR EACH PANEL, SNUG FIT INTO OPPOSING GROOVE 3" (A B O V E O R B E L O W ) 3" 3/8" 3/8" 3/8" 5 1/4"x 2" HARDWOOD END MEMBER WITH EASED EDGES, TYPICAL AT EACH PANEL 2 1/4" HARDWOOD TRIM DESIGNATIONS ('T#') REFER TO A/A425 L A425 M A425 K A425 3/4" PANEL PRODUCT 3/4"x 3/8"x 16" LONG PAPER STOP 'T3' FIXED LECTERN ATOP MOVABLE PULPIT 'T5' 5 1/4"x 2" HARDWOOD SIDE MEMBER WITH EASED OUTSIDE EDGES, BOTH SIDES 'T2' 'T10''T10' PULPIT PULPIT C A425 C A425 D A425 D A425 1 1/4" DIAMETER ACCESS HOLE FOR MICROPHONE INPUT 2 1 / 4 " 3/4"3/4" 1/2" 1/2" 1" 5/8" 1" 2" 4" 1'-0" 1'-2" 1'-2" 3/ 4 " 1' - 2 " 3/4"1'-6 1/4"3/4" 6 1 / 4 " 8" SL O T C E N T E R 3/ 4 " 8" 4" 2" 1' - 2 " 1'-6" 3/ 4 " 1 1 / 8 " 3/4" 1'-3" 3/4" 6 1 / 4 " 7" 3" SL O T CE N T E R 2 1 / 4 " 1'-9" 8" H A425 G A425 F A425 E A425 1/2" 9/16" RADIUS 1'-0" 3/4" PANEL PRODUCT, WITH HARDWOOD EDGE BANDS, TYPICAL 1/4" RADIUS AT BOTTOM CORNERS 1" 3/ 4 " 1/8" RADIUS AT ALL TOP EDGES PULL-OUTPULL-OUT PULL-OUT PULL-OUT GUIDE SLOT 1/2" UPPER PULL-OUT STEP ASSEMBLY 3/4" PANEL PRODUCT, WITH HARDWOOD EDGE BANDS, TYPICAL GUIDE SLOT, BOTH SIDES 3 9 / 1 6 " 2" 11"1" 1 1/2"x 3/4" HARDWOOD GUIDE RAIL WITH BEVELED FRONT END, TYPICAL 1 1/2"x 3/4" HARDWOOD GUIDE RAIL WITH BEVELED FRONT END, LOWER STEP GUIDE SLOT, BOTH SIDES 8 9 / 1 6 " 1 1 / 8 " 5/8" 3/4" PANEL PRODUCT, WITH HARDWOOD EDGE BANDS, TYPICAL GUIDE SLOT 3" 3" 9/16" RADIUS 1" DIAMETER HARDWOOD DOWEL FOR LOWER STEP GUIDE SLOT 6 1 / 4 " 1" DIAMETER HARDWOOD DOWEL FOR LOWER STEP GUIDE SLOT 3" 7" UPPER PULL-OUT STEP ASSEMBLY 1/4" RADIUS AT BOTTOM CORNERS 3/4" PANEL PRODUCT, WITH HARDWOOD EDGE BANDS, TYPICAL LOWER PULL-OUT STEP ASSEMBLY 6" 1'-2" 2'-2"2"2" 3"8" 1' - 1 1 / 4 " 1"11" 'T3' 1'-6" 1'-6" 3' - 1 0 " 3' - 3 " 2' - 1 0 " 3' - 1 0 " 6 3/4" 6 3/8" 1 1/2" 2 1/4" 1 1/2" 6 3/8"1 3/4" 3/4" PANEL PRODUCT 3/4" PANEL PRODUCT 'T3' 1'-6 1/2" 4" 1'-0"3 1/2" 1'-0" 1 3/4" 2' - 1 0 " 1' - 0 1 / 2 " 10 1 / 2 " 1' - 4 " 4" 7" 3 1/2" 1 1/2"x 3/4" HARDWOOD GUIDE RAIL WITH ROUNDED FRONT END AND STANDOFF RETURNS, SEE ALSO B/A425 1" DIAMETER HARDWOOD DOWEL FOR UPPER STEP GUIDE SLOT EASED BOTTOM HARDWOOD EDGE 3/4"x 3/8"x 16" LONG PAPER STOP 'T2' 'T2' 'T2' 'T4''T4' 'T5''T3' 'T3' 2" 3" B A425 2'-6" 1' - 0 1 / 2 " 10 1 / 2 " 1' - 4 " 3' - 3 " B A425 2' - 3 1 / 2 " 8 1 / 2 " 3" 2'-6" 3' - 3 " 7" 4" 7" 2' - 1 1 " K A425 6 3/4" K A425 6" 4" T-SLOT BOLT FOR PANEL CONNECTION, TWO ON EACH SIDE, SEE B/A425 5 1/4"x 2" HARDWOOD SIDE MEMBER WITH EASED EDGES, EACH SIDE GUIDE BLOCK, TWO ON EACH SIDE, SEE B/A425 'T2' 1 3/4"1 3/4" 'T3' 'T3' 2'-0" 3/4" PANEL PRODUCT ON 1x4 SUBFRAME 1/2" PLASTIC TUBE FROM MICROPHONE INPUT DOWN TO BACK OF PULPIT 'T3' 1 1/4" DIAMETER ACCESS HOLE FOR MICROPHONE INPUT 3/8" PANEL PRODUCT LECTERN SURROUND 'T3' PROVIDE OPENING IN PULPIT SIDE WALL FOR MICROPHONE INPUT BOX HARDWOOD EDGE BAND AT EXPOSED EDGES, TYPICAL 3/4" PANEL PRODUCT PULLOUT STEPS IN EXTENDED POSITIONS 1 1/4" DIA. ACCESS HOLE MICROPHONE PLATE, SINGLE GANG STAINLESS STEEL, W/ F-XLR CONNECTOR BY AV INSTALLER 1 1/2"x 3/4" HARDWOOD GUIDE RAIL WITH ROUNDED FRONT END AND STANDOFF RETURNS, SEE ALSO B/A425 HARDWOOD TRIM DESIGNATIONS ('T#') REFER TO A/A425 'T3' 4" 3" 3" 3" FIXED SHELF 1" DIAMETER HARDWOOD DOWEL 8" FIXED LECTERN 'T10' 'T10' 'T10' 3/4"x 3/8"x 16" LONG PAPER STOP 5 3/4" 3"1 1/4"1 1/4" 4"1 1/4" 3/ 8 " 1/ 4 " 1/ 8 " 3/ 8 " 1/ 4 " 1/ 8 " 3/8" 1/4" 1/8" 1" 1 1 / 4 " 1 1 / 2 " 1 1 / 4 " 3/8" 1/4" 1/8" T2 T9 T3 T4 3/4" 2 3 / 4 " T5 3/8"3/8"3/8"3/8" 3/4" 1/ 4 " 1/ 4 " 1 1 / 4 " 1 3 / 4 " T10 Scale:G Lower Step Section 3" = 1'-0" Scale:E Upper Step Section 3" = 1'-0" Scale:A Hardwood Trim 6" = 1'-0" Scale:B Moveable pulpit with interlocking side panels 3" = 1'-0" Scale:C Movable Pulpit and Side Panels - Front 1/2" = 1'-0" Scale:D Movable Pulpit and Side Panels - Rear 1/2" = 1'-0" Scale:F Upper Step Section 3" = 1'-0" Scale:H Lower Step Section 3" = 1'-0" Scale:J Pulpit Front 1 1/2" = 1'-0" Scale:K Pulpit Front 1 1/2"= 1'-0" Scale:L Pulpit Front 1 1/2" = 1'-0" Scale:M Side Panel Section 1 1/2" = 1'-0" 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 10 G G.3 G.6 3' - 0 1 / 2 " 3' - 0" 2' - 6 1 / 2 " 07-33 04-1 04-2 07-3 07-3 07-3 07-3 09-20 09-20 04-1 07-3 09-27 06-6 09-27 06-6 04-1 07-37 07-38 04-8 04-404-8 7 G G.3 04-1 07-3 04-2 07-3 2' - 6 1 / 2 " 3' - 0 1/2" 07-27 04-4 04-2 09-20 09-20 04-8 06-6 09-27 04-1 09-27 A.6 3' - 0" 3' - 0 " 09-20 04-8 04-8 07-27 06-6 06-6 04-2 04-4 09-27 07-3 04-1 09-27 09-27 07-3 12.6 12.7 D 04-1 07-3 04-2 04-8 04-8 07-37 07-37 07-33 09-27 06-6 09-20 09-20 04-4 04-2 04-1 04-4 12.6 09-20 09-27 06-6 07-3 04-2 04-4 20 2 3 - 0 3 - 3 0 6 : 3 0 : 0 3 P M A501 Plan Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1 1/2" = 1'-0" Entry Column Detail1 Scale:1 1/2" = 1'-0" Entry Column Detail2 Scale:1 1/2" = 1'-0" Engaged Column Detail3 Keyed Notes 04-1 Manufactured Stone Veneer System. 04-2 Brick veneer field course. Brick Type#1. 04-4 Manufactured stone veneer capstone. 04-8 Extend adjacent material behind manufactured stone veneer. Cut manufactured stone veneer in a straight line with a 1/4" gap to adjacent material. Install backer rod and sealant. 06-6 Wall Sheathing, See Structural Drawings. 07-3 1" Extruded Polystyrene Board Insulation. 07-27 Prefinished Metal Downspout. Typical. See H/A502. 07-33 Fiber Cement Lap Siding Main Color. 07-37 Fiber Cement Trim. 1" deep x 3 1/2" wide. 07-38 Fiber Cement Trim. 1" deep x 5 1/2" wide. Extend 2" behind manufactured stone veneer. 09-20 (2) layers of 5/8" Type X gypsum board on the interior side of all exterior walls up to roof level. 09-27 1/2" exterior-grade gypsum sheathing at all exterior walls. Scale:1 1/2" = 1'-0" Steeple Base Detail4 0"6"12"3"24" 0"6"12"3"24" 0"6"12"3"24" 0"6"12"3"24" Scale:1 1/2" = 1'-0" Wall Feature Detail5 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w gr i d l i n e 09-20 06-5 06-8 06-35 09-27 05-707-43 07-44 07-18 4" Roof Sheathing Batt Insulation. R19 Over R30. Wood Nailer Integral To Truss Continuous sheet vapor retarder or 5/8" gypsum board where occurs. Seal vapor retarder air tight. Support vapor retarder and insulation with wires at 24" O.C. minimum attached to each truss member. At gypsum board, seal all joints and penetrations. Install Baffles As Necessary To Maintain 4" Minimum Ventilation Space. 5" 4" Asphalt Shingle Roofing Starter Shingle Primary Underlayment Secondary Underlayment Metal Drip Edge - Extend 6" Onto Roof 12" Secondary Underlayment Fastener -Occurs At Rain Gutter Locations Only Metal Soffit And Fascia Fastener Mastic Bed Under Shingles Rain Gutter Straps @ 24" O.C. -Extend Onto Roof 12" With Two Fasteners, Seal Fasteners With Mastic Apply Water Diverter (Sealant) At Each Strap Stainless Steel Fastener Rain Gutter Heat Tape Junction Box Where Occurs 5" 5" Soffit J-metal 1" Drip Leg in Metal Fascia 2 1/2" prefinished metal vent strip with 8 si NFA plf. Lower Truss Bearing Height 8' -1 1/8" gr i d l i n e ty p i c a l h e e l h e i g h t 1' - 7 1 / 2 " 1' - 5 3/4" 6" 4" 4" 06-37 07-26 07-23 07-18 09-27 09-20 07-3 07-25 06-39 06-38 06-5 04-3 06-40 08-8 05-7 Lower Truss Bearing Height 8' -1 1/8" gr i d l i n e ty p i c a l h e e l h e i g h t 1' - 7 1 / 2 " 1' - 5 3/4" 6" 4" 06-37 07-26 07-23 07-18 4" 09-2709-20 07-3 07-25 06-39 06-38 06-5 Lower Truss Bearing Height 8' -1 1/8" gr i d l i n e Top of Wainscot -stone 2' -8" gr i d l i n e 06-40 04-1 04-4 09-27 07-3 04-709-20 06-23 09-16 07-14 06-21 04-504-2 09-27 07-3 06-40 08-8 09-20 06-23 20 2 3 - 0 3 - 3 0 6 : 3 1 : 5 1 P M A502 Roof Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1 1/2" = 1'-0" Headwall Flashing DetailA Scale:1 1/2" = 1'-0" Typical Insulation DetailB Scale:3" = 1'-0" DownspoutH Scale:3" = 1'-0" Typical GutterJ Scale:1 1/2" = 1'-0" Fascia and Window Head DetailDScale:1 1/2" = 1'-0" Fascia Detail - TypicalC Scale:1 1/2" = 1'-0" Typical Overbuild DetailEScale:1 1/2" = 1'-0" Window Sill DetailGScale:1 1/2" = 1'-0" Window Jamb DetailF Keyed Notes 04-1 Manufactured Stone Veneer System. 04-2 Brick veneer field course. Brick Type#1. 04-3 Brick veneer soldier course. Brick Type #2. 04-4 Manufactured stone veneer capstone. 04-5 Brick veneer stacked course. Brick Type #2. 04-7 4" CMU block. 05-7 Steel lintel. See Structural Sheets. 06-5 Roof Sheathing, See Structural Drawings. 06-8 Roof framing. See Structural Sheets. 06-21 Hardwood chair rail. See B/A705. At windows, see A/A705. 06-23 Solid Surface Window Stool. 06-35 Blocking for lintel. 06-37 Truss blocking. Top chord shall have ventilation opening. See Structural Sheets. 06-38 2x6 fascia framing. 06-39 2x4 fascia framing. 06-40 3/4" window bucks for vinyl window flange attachment. 07-3 1" Extruded Polystyrene Board Insulation. 07-14 Prefinished metal flashing. 07-18 Asphalt shingle roofing over underlayments. Install secondary underlayment over the entire roof. 07-23 Metal Drip Edge Flashing. See J/A502. 07-25 Prefinished Metal Fascia. See J/A502. 07-26 Prefinished Metal Rain Gutter. See Detail J/A502. 07-43 Prefinished metal flashing over stepped flashing. 6" high typical. 07-44 Prefinished metal flashing with weep vents at brick. 08-8 Vinyl Framed Window, Refer to Window Elevations A601. 09-16 Sisal Wall Covering. 09-20 (2) layers of 5/8" Type X gypsum board on the interior side of all exterior walls up to roof level. 09-27 1/2" exterior-grade gypsum sheathing at all exterior walls. 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Metal drip edge Metal soffit & fascia Wood blocking Sheet metal flashing Sheet metal flashing tucked behind fascia 2" X 4" Wood blocking Exterior wall cladding 04-2 04-6 07-40 07-26 07-23 07-25 1' - 3 1/2" 20 2 3 - 0 3 - 3 0 4 : 2 9 : 4 2 P M A503 Roof Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Not to Scale Typical Fascia ReturnA Scale:3" = 1'-0" Typical Fascia ReturnB Keyed Notes 04-2 Brick veneer field course. Brick Type#1. 04-6 Brick veneer rowlock course. Brick Type #2. 07-23 Metal Drip Edge Flashing. See J/A502. 07-25 Prefinished Metal Fascia. See J/A502. 07-26 Prefinished Metal Rain Gutter. See Detail J/A502. 07-40 Prefinished metal fascia return. See A & B/A503. 1/4" gap, do not caulk Fiber cement siding Air barrier Prefinished metal counter flashing over roofing flashing 12" 4 1/2" Metal flashing or step flashing under roofing materials Prefinished metal flashing with interlocking drip edge 1" rigid insulation 5 1 / 2 " Roofing materials Roofing secondary underlayment, extend 6" up wall Scale:3" = 1'-0" Roofing to Fiber Cement Siding DetailC 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Top of Slab 0' -0" B│A504 C│A704 gr i d l i n e 11' - 0" 8' - 1 1/8" 8' - 11 1/8" Fill cavity with insulation Wall framing see structural 5/8" gypsum board Wall where occurs see plan 5/8" gypsum board fire stop at 10'-0" O.C. Wall framing see structural Install fire blocking Top of Slab 0' -0" gr i d l i n e 2x6 Floor plate. See structural 5/8" Gypsum board Wall framing. See Structural 20 2 3 - 0 3 - 3 0 6 : 3 5 : 4 4 P M A504 Miscellaneous Interior Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/2" = 1'-0" Sloped Wall DetailA Scale:1 1/2" = 1'-0" Sloped Wall DetailB Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1 2 '-0 " T y p i c a l 4 '-0 " M a x . 1 2 ' - 0 " T y p i c a l H│A505 First Line of Bracing 4'-0" or Less From Wall Boundary Typ Vertical Wires 12 Ga. at 4'-0" o.c. Each Way Ceiling Suspension System Notes: 1. Splay Wire Bracing and Compression Posts/Struts are Only Requited in Seismic Design Categories D, E, and F. 2. Areas Smaller Than 1,000 SF and with Walls on Four Sides Extending to the Structure Need Not Have Splay Wire Reinforcing. Boundary Walls Must Be Braced Top and Bottom Independent of Ceiling to Qualify. 3. Seismic Clip is Required in Seismic Design Categories D, E, AND F. 4. Use 7/8" Wall Moulding in Seismic Design Categories D, E, AND F. Attach Tees/Runners to Wall With Seismic Clips. Note: For Metal Acoustical Suspension Assemblies (Similar For Metal Suspension System: Gypsum Board) 1/2" 45" Max. 45" Max. 7/8" Wall Moulding 7/8" Wall Moulding In Seismic Design Categories D, E, and F. Attach Tees/Runners to Wall With Seismic Clips. Compression Posts/Struts Full Height, Typ. at 12'-0" o.c. Max. Splay Wire 12 Ga. at 12'-0" o.c. in Each Plane of Each Main Tee/Runner Vertical Wires 12 Ga. at 4'-0" o.c. Ea. Way Provide Seismic Joint Clip as Specified in Seismic Design Categories D, E, and F (Not Shown in Detail) Cross Tee/Runner at 16" o.c.Main Tee/Runner 4 1/2" DIA. 3/4" Sheathing Speaker Mounting Ring Coordinate Installation With Electrical 2 X 8" Blocking 2" Thick Unfaced Insulation Speaker And Grille 2 X8" Ceiling Framing With 5/8" Gypsum Board And Acoustic Tile Ceiling 2 1 / 8 " 3" 2" 4 1 / 2 " 2' - 0 " 9/16" DIAMETER HOLE 1" X 3" Steel Tube Hanger Bracket with 2" Clamp Welded to Bottom Acoustical Ceiling Tile on Gypsum Board Note: Framed Text Denotes Items Furnished by Others and Installed by Contractor 2 X 4 Solid Blocking 1' - 3 " (2) Simpson H6 Straps at each Truss, (1) per side Bottom Chord of Truss 2 X 4 Solid Blocking 1/2" Diameter X 8" Long All -Threaded Rod With Washer and Double Nuts at each End Typical Wood SUPPORTS, SEE STRUCTURAL 1/2" Flat Washer Ceiling Suspension System Supplement Blocking at 2'-0" o.c. Max Spacing When Joints do Not occur Over Framing Members Gypsum Board Control Joint 1' - 2 5 / 8 " Projection Screen Housing 2x4 Flat Framing @ 24" o.c. 2x4 Framing Secure to Truss Both Sides Bottom Chord of Truss Finished Gypsum Ceiling, See Ceiling Plan Power Junction Box -See Electrical 120' - 5" Hanger Rods Case Mounting Bracket Scale:1 1/2" = 1'-0" Ceiling Suspension DetailG Scale:1 1/2" = 1'-0" Ceiling Suspension DetailH Scale:3" = 1'-0" 4" Speaker Enclosure DetailC Scale:1 1/2" = 1'-0" Basketball Standard MountingE Scale:12" = 1'-0" Control JointB Scale:1 1/2" = 1'-0" Projection Screen RecessD 20 2 3 - 0 3 - 2 2 1 1 : 2 2 : 5 8 A M A505 Ceiling Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d : RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w 122'-0"- TT0y'p-ica0l'ia4M x.H0│A0x5.F r sM -ps0lpss0r'isica tAH0│L0L5.F npe'0on0fpss0Mo0npe'0on0BpegBop-m WH0│0u0u5dF xAH0│0AF0Mo20on0-iV ypegBop-m0pcm0Vo cMica0n-pV'0 n -ciT4'm0pcm0icTMpss'm0BG0M4'0Efc'-h CoMo-iS'm0P'-MiepssG0nosmica02p-MiMioc0 moo-0n -ciT4'm0pcm0icTMpss'm0BG0M4'0 Efc'-h00/''0y5OWxuh /''0R5OLAL0pcm0/M- eM -ps0q-pficaT0 no-0pMMpe4V'cM0Mo0-oon0TM- eM -'0 pBoP'h rpMfpsgh yDO,Ad /eps'w x5tF0(0xH│AF Basketball Standard MountingF 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w S u s p e n d e d c e ilin g to b e in s ta lle d to m a n u fa c tu re rs s p e c ific a tio n s . Top of Slab 0' -0" Top of Wainscot -stone 2' -8" 2 8 4 8 A48 Window type.Window count. See Floor Plans and Elevations for full count. 04-1 04-3 04-2 04-5 04-3 04-4 1 Window size. Typical of all windows of Type A. D│A5 0 2 G│A5 0 2 F│A502 T 3 3 3 T T 3 an d p u s h / p u l l h a r d w a r e . Al i g n w i t h d o o r e x i t d e v i c e 6' - 2" Ve r i f y w i t h c e i l i n g h e i g h t . 10 ' - 1 3 / 8 " 2 2 2 2 T T T an d p u s h / p u l l h a r d w a r e . Al i g n w i t h d o o r e x i t d e v i c e 6' - 2" Ve r i f y w i t h c e i l i n g h e i g h t . 10 ' - 1 3 / 8 " Low-E, Obscure Insulated Panel Low-E, Insulated Panel 1/4" Float Glass Tempered Glazing Schedule 1 2 T 3 2 an d p u s h / p u l l h a r d w a r e . Al i g n w i t h d o o r e x i t d e v i c e 15' - 6" Ve r i f y w i t h c e i l i n g h e i g h t . 10 ' - 1 1 3 / 8 " 2 2 22 2 22 T TTT T T 2 3 T 3 3 3333 3 3 T T T T T 15' - 6" Ve r i f y w i t h c e i l i n g h e i g h t . 10 ' - 1 1 3 / 8 " an d p u s h / p u l l h a r d w a r e . Al i g n w i t h d o o r e x i t d e v i c e 2 2 2 TT Ve r i f y w i t h c e i l i n g h e i g h t . 8' - 1 1 / 8 " 6' - 6" 3 3 3 T T 6' - 6" Ve r i f y w i t h c e i l i n g h e i g h t . 8' - 0 " 20 2 3 - 0 3 - 3 0 7 : 2 1 : 2 2 P M A601 Exterior Window Types Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/2" = 1'-0" Vinyl Window ElevationA Keyed Notes 04-1 Manufactured Stone Veneer System. 04-2 Brick veneer field course. Brick Type#1. 04-3 Brick veneer soldier course. Brick Type #2. 04-4 Manufactured stone veneer capstone. 04-5 Brick veneer stacked course. Brick Type #2. Scale:1/2" = 1'-0" Vestibule Aluminum Storefront ElevationCScale:1/2" = 1'-0" Exterior Entrance Aluminum Storefront ElevationB Scale:1/2" = 1'-0" Exterior Entrance Aluminum Storefront ElevationD Scale:1/2" = 1'-0" Vestibule Aluminum Storefront ElevationE Scale:1/2" = 1'-0" Exterior Entrance Aluminum Storefront ElevationF Scale:1/2" = 1'-0" Vestibule Aluminum Storefront ElevationG 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 3' - 0" Se e D o o r S c h e d u l e . 2" 4" 3' - 4" See Schedule See Schedule Se e D o o r S c h e d u l e . 2" 2" 2" See Schedule See Schedule Se e D o o r S c h e d u l e . See Schedule. Se e D o o r S c h e d u l e . 2" 4" See Schedule. Se e D o o r S c h e d u l e . 2" 2" See Schedule. Se e D o o r S c h e d u l e . 2" 2" See Schedule. Se e D o o r S c h e d u l e . 2" 2" 20 2 3 - 0 3 - 2 9 4 : 4 0 : 5 5 P M A610 Door / Opening Schedule Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : DOOR SCHEDULE Room Mark Single Pair Door Elevation Width Height Thickness Frame Type Head Detail Jamb Detail Hardware Threshold Remarks Room Mark Aluminum Storefront Doors 111 111a X C 3' - 0" 7' - 0" 1 3/4" 3; E/A601 B1/A611 B2/A611 ST3B - DS3, SS3 111 111a 111 111b X C 3' - 0" 7' - 0" 1 3/4" 3; E/A601 B1/A611 B2/A611 ST3B - DS3, SS3 111 111b 111 111c X C 3' - 0" 7' - 0" 1 3/4" 3; E/A601 B1/A611 B2/A611 ST3B - DS3, SS3 111 111c 111 111d X C 3' - 0" 7' - 0" 1 3/4" 3; E/A601 B1/A611 B2/A611 ST3B - DS3, SS3 111 111d 112 112a X C 3' - 0" 7' - 0" 1 3/4" 2; D/A601 A1/A611 A2/A611 ST1 T1 DS3, SS3, R1 112 112a 112 112b X C 3' - 0" 7' - 0" 1 3/4" 2; D/A601 A1/A611 A2/A611 ST1 T1 DS3, SS3, R2 112 112b 112 112c X C 3' - 0" 7' - 0" 1 3/4" 2; D/A601 A1/A611 A2/A611 ST1B T1 DS3, SS3 112 112c 112 112d X C 3' - 0" 7' - 0" 1 3/4" 2; D/A601 A1/A611 A2/A611 ST1B T1 DS3, SS3 112 112d 115 115c X C 3' - 0" 7' - 0" 1 3/4" 1 C1/A611 C2/A611 ST1B T1 DS4, SS3 115 115c 130 130a X C 3' - 6" 7' - 0" 1 3/4" 6; B/A601 A1/A611 A2/A611 ST1 T1 DS3, SS3, R1 130 130a 130 130b X C 3' - 6" 7' - 0" 1 3/4" 7; C/A601 B1/A611 B2/A611 ST3 - DS3, SS3 130 130b 131 131a X C 3' - 0" 7' - 0" 1 3/4" 2; F/A601 A1/A611 A2/A611 ST1B T1 DS3, SS3 131 131a 131 131b X C 3' - 0" 7' - 0" 1 3/4" 2; F/A601 A1/A611 A2/A611 ST1B T1 DS3, SS3 131 131b 131 131c X C 3' - 0" 7' - 0" 1 3/4" 3; G/A601 B1/A611 B2/A611 ST3 - DS3, SS3 131 131c 131 131d X C 3' - 0" 7' - 0" 1 3/4" 3; G/A601 B1/A611 B2/A611 ST3 - DS3, SS3 131 131d 160 160a X C 3' - 0" 7' - 0" 1 3/4" 2; F/A601 A1/A611 A2/A611 ST1B T1 DS3, SS3 160 160a 160 160b X C 3' - 0" 7' - 0" 1 3/4" 2; F/A601 A1/A611 A2/A611 ST1B T1 DS3, SS3 160 160b 160 160c X C 3' - 0" 7' - 0" 1 3/4" 3; G/A601 B1/A611 B2/A611 ST3 - DS3, SS3 160 160c 160 160d X C 3' - 0" 7' - 0" 1 3/4" 3; G/A601 B1/A611 B2/A611 ST3 - DS3, SS3 160 160d 174 174c X C 3' - 0" 7' - 0" 1 3/4" 1 C1/A611 C2/A611 ST1B T1 DS4, SS3 174 174c 183 183a X C 3' - 0" 7' - 0" 1 3/4" 3; E/A601 B1/A611 B2/A611 ST3A - DS3, SS3, DO1 183 183a 183 183b X C 3' - 0" 7' - 0" 1 3/4" 3; E/A601 B1/A611 B2/A611 ST3B - DS3, SS3 183 183b 183 183c X C 3' - 0" 7' - 0" 1 3/4" 3; E/A601 B1/A611 B2/A611 ST3B - DS3, SS3 183 183c 183 183d X C 3' - 0" 7' - 0" 1 3/4" 3; E/A601 B1/A611 B2/A611 ST3B - DS3, SS3 183 183d 184 184a X C 3' - 0" 7' - 0" 1 3/4" 2; D/A601 A1/A611 A2/A611 ST1A T1 DS3, SS3, DO1 184 184a 184 184b X C 3' - 0" 7' - 0" 1 3/4" 2; D/A601 A1/A611 A2/A611 ST1B T1 DS3, SS3 184 184b 184 184c X C 3' - 0" 7' - 0" 1 3/4" 2; D/A601 A1/A611 A2/A611 ST1 T1 DS3, SS3, R2 184 184c 184 184d X C 3' - 0" 7' - 0" 1 3/4" 2; D/A601 A1/A611 A2/A611 ST1 T1 DS3, SS3, R1 184 184d 191 191a X C 3' - 6" 7' - 0" 1 3/4" 6; B/A601 A1/A611 A2/A611 ST1B T1 DS3, SS3 191 191a 191 191b X C 3' - 6" 7' - 0" 1 3/4" 7; C/A601 B1/A611 B2/A611 ST3 - DS3, SS3 191 191b Hollow Metal Doors 122 122b X D 3' - 0" 7' - 0" 1 3/4" 4 D1/A611 D2/A611 3 T1 DS7, SS3 122 122b 176 176a X D 3' - 0" 7' - 0" 1 3/4" 4 D1/A611 D2/A611 3 T1 DS7, SS3 176 176a 301 301a X D 3' - 6" 7' - 0" 1 3/4" 4 D1/A611 D2/A611 1 T1 DS7, SS3 301 301a 302 302a X D 6' - 0" 7' - 0" 1 3/4" 4 D1/A611 D2/A611 50F T1 DS7, SS3 302 302a Partitions 110 P110 X - 14' - 11 1/2" 8' - 0" - G/A613 D/A613 - - - 110 P110 117 P117 X - 28' - 4 1/4" 8' - 0" - G/A613 D & F/A613 - - - 117 P117 118 P118 X - 28' - 4 1/4" 8' - 0" - G/A613 D & F/A613 - - - 118 P118 120 P120 X - 28' - 4 1/4" 8' - 0" - G/A613 D & F/A613 - - - 120 P120 132 P132 X - 12' - 6 3/8" 8' - 0" - G/A613 D/A613 - - - 132 P132 146 P146 - 42' - 0" 11' - 0" 11 3/4" - B/A613 A/A613 - T1b - 146 P146 147 P147 X - 47' - 2 1/4" 18' - 0 1/8" 3 1/2" - A/A612 B/A612 - - - 147 P147 151 P151 - 42' - 0" 11' - 0" 11 3/4" - B/A613 A/A613 - T1b - 151 P151 169 P169 X - 28' - 4 1/4" 8' - 0" - G/A613 D & F/A613 - - - 169 P169 170 P170 X - 28' - 4 1/4" 8' - 0" - G/A613 D & F/A613 - - - 170 P170 172 P172 X - 28' - 4 1/4" 8' - 0" - G/A613 D & F/A613 - - - 172 P172 Solid Core Wood Doors 101 101a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 101 101a 102 102a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 102 102a 103 103a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 103 103a 104 104a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 104 104a 106 106a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 106 106a 107 107a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 28 T2 DS5 107 107a 108 108a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 28 T2 DS5 108 108a 109 109a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20A - DS1 109 109a 110 110a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20A - DS1 110 110a 113 113a X A 6' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 50A - DS1 113 113a 114 114a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26A T3 DS1 114 114a 115 115a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 T3 DS4, SS1 115 115a 115 115b X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 T3 DS1 115 115b 116 116a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20C T2 DS1 116 116a 117 117a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 117 117a 117 117b X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 117 117b 118 118a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 118 118a 118 118b X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 118 118b 120 120a X B 3' - 6" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 120 120a 120 120b X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 120 120b 121 121a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 121 121a 121 121b X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 121 121b 122 122a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 23 T3 DS1 122 122a 123 123a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26A - DS1 123 123a 124 124a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 124 124a 125 125a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 125 125a 126 126a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 126 126a 127 127a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 127 127a 128 128a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 - DS1 128 128a 129 129a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 129 129a 129 129b X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 129 129b 132 132a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20A - DS1 132 132a 133 133a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 133 133a 134 134a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 134 134a 135 135a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 135 135a 136 136a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 136 136a 138 138a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 138 138a 139 139a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 139 139a 141 141a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20A - DS1 141 141a 142 142a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 32 T2 DS5 142 142a 143 143a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26A - DS1 143 143a 144 144a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 28A - DS5 144 144a 146 146a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 146 146a 146 146b X A 6' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 52 - DS4, SS1 146 146b 146 146c X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 146 146c 146 146d X A 6' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 52 - DS4, SS1 146 146d 147 147a X A 6' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 52 T1b DS7, SS1 147 147a 147 147b X A 6' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 52 T1b DS7, SS1 147 147b 148 148a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 T1b DS7, SS1 148 148a 149 149a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 T1b DS7, SS1 149 149a 150 150a X A 6' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 52 T1b DS7, SS1 150 150a 150 150b X A 6' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 52 T1b DS7, SS1 150 150b 151 151a X A 6' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 52 - DS4, SS1 151 151a 151 151b X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 151 151b 151 151c X A 6' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 52 - DS4, SS1 151 151c 151 151d X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 151 151d 154 154a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26A T3 DS1 154 154a 156 156a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20A - DS1 156 156a 157 157a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 28 T2 DS5 157 157a 158 158a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 28 T2 DS5 158 158a 159 159a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 28A - DS5 159 159a 161 161a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 161 161a 162 162a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 162 162a 164 164a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 164 164a 165 165a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 165 165a 166 166a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 166 166a 167 167a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 28 T2 DS5 167 167a 168 168a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 28 T2 DS5 168 168a 169 169a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 169 169a 169 169b X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 169 169b 170 170a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 170 170a 170 170b X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 170 170b 172 172a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 172 172a 172 172b X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 172 172b 173 173a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 173 173a 173 173b X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 - DS4, SS1 173 173b 174 174a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 T3 DS4, SS1 174 174a 174 174b X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 30 T3 DS1 174 174b 175 175a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20C T2 DS1 175 175a 177 177a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 177 177a 178 178a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 178 178a 179 179a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 179 179a 181 181a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 181 181a 182 182a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 182 182a 185 185a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20A - DS1 185 185a 186 186a X B 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20A - DS1 186 186a 187 187a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 187 187a 188 188a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 20B T4 DS1 188 188a 189 189a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 189 189a 192 192a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 192 192a 193 193a X A 3' - 0" 7' - 0" 1 3/4" 5 E1/A611 E2/A611 26 T4 DS1 193 193a General Notes A. Due to multiple use, some of the details referred to on the door schedule are reversed and / or turned from the direction shown on the floor plan. The general intent of the details shall in all cases be followed and the Architect shall be consulted should questions arise. B. Doors shall be set to clear the finished floor surface by 1/2". C. Hollow metal door frame throat dimensions shall be 1/4" wider than the finished wall thickness. See J/A611. D. Frame depth dimensions and wall thickness dimensions shown on the Door Schedule and door details are to assist in preparation of bids but shall in all cases be verified prior to fabrication and installation of door frames. E. See the Specifications for keying requirements. Coordinate all keying requirements and scheduling with the Facilities Management Group prior to fabrication. F. See the Specifications for Hardware Group definitions. G. All door hardware shall comply with the requirements of IBC 1010.1.9.1. Door handles, pulls, latches, locks, and other operating devices shall not require tight grasping, tight pinching, or twisting of the wrist to operate. H. Door handles, pulls, latches, locks, and other operating devices shall be installed 34 inches minimum and 48 inches maximum above the finished floor. J. No doors on this project are fire rated. Remarks R1 Prepare for access controls. Access controls furnished and intalled by owner. R2 Prepare for high security cylinder. High security cyliner urnished and intalled by owner. Door Stop / Closer Function DS1 Wall stop. No closer. DS2 Closer with cush-stop arm, wall stop. DS3 Closer with cush-stop arm. DS4 Closer with detent hold-open arm. DS5 Closer and wall stop. DS6 Closer with friction hold open arm and wall stop. DS7 Closer with detent spring-stop hold open arm. Door Swing Settings SS1 Mount door hardware to allow the maximum swing opening (approximately 90°) that will engage the hold-open function while preventing contact between the door and the chair rail even when significant force is applied to the door. SS2 Mount door hardware to allow the maximum swing opening (approximately 175°) that will still engage the hold-open function. SS3 Mount door hardware to allow the maximum swing opening (not to exceed 110°) without the door or hardware contacting opposing surfaces. Door Operators DO1 Low energy swing door operator. Thresholds T1 Aluminum threshold. See P, N, O/A611. T1b Aluminum threshold by wood floor contractor. See R/A611. T2 Stone threshold by tile contractor. See Q/A611. T3 Metal transition strip by tile contractor. See S/A611. T4 Sound control threshold. See T/A611. Scale:1/2" = 1'-0" Exterior Aluminum Frame1 Scale:1/2" = 1'-0" Exterior Aluminum Frame2 Scale:1/2" = 1'-0" Interior Aluminum Frame3 Scale:1/2" = 1'-0" Exterior Hollow Metal Frame4 Scale:1/2" = 1'-0" Interior Hollow Metal Frame5 Scale:1/2" = 1'-0" Exterior Aluminum Frame6 Scale:1/2" = 1'-0" Interior Aluminum Frame7 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 3' - 0 " S' - 0" eDD eorDchdD u' - l " .' - 0 " l"l" .24" 7D9:D5Dc PdDM5 tdMWsan :D5 0U .4ui 3' - 0 " eDD eorDchdD 3' - 0 " eDD eorDchdD 3' - 0 " eoMdDv .2u" ; .'-0" gounhbCorpbWoohbDoorA eoMdDv .2u" ; .'-0" gounhbCorpbWoohbDoorbEnpvbTntpB eoMdDv .2u" ; .'-0" AudmnedmbDoorC eoMdDv .2u" ; .'-0" 2RtprnorbHouuovbMptaubDoorD 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w P a n ic h a rd w a re to b e in s ta lle d a s p e r S e c tio n 1010.1.10. 2x Framing Wall assembly as defined in wall types (3) 2x6 Headers w/ sheathing shims Door Frame per schedule Fill frame w/ unfaced batt insulation Door as scheduled Sealant both sides Flashing Lintel Soilder Course Brick (2) 2x6 Framing Door Frame, Insulated Wall Assembly, See Wall Types Cont. Sealant Both Sides Steel Door Sealant Both Sides Storefront Frame See Frame Elevations Wood Blocking Finished Gypsum Wall Assembly See Wall Types 2" 1/ 2 " 1 7 / 8 " 1 5 / 8 " Va r i e s 1/ 2 " 1/ 8 " 1/ 8 " Th r o a t W i d t h Fi n i s h e d W a l l T h i c k n e s s Se e d o o r s c h e d u l e Door Frame Beyond Concrete Floor Slab Storefront Door, See Schedule Aluminum Threshold Sealant Exterior Walk Carpet, See Finish Schedule Door frame beyond Carpet, see finish schedule Wood door, see door schedule Sound control threshold Sound control door sweep Door Frame Beyond Concrete Floor Slab Storefront Door, See Schedule Aluminum Threshold Sealant Exterior Walk Sealant Door Frame Beyond Concrete Floor Slab Storefront Door Beyond Aluminum Threshold Carpet, See Finish ScheduleCarpet, See Finish Schedule Wood door, see door schedule Metal transition strip Carpet, see finish schedule Wood door, see door schedule Thinset Porcelain tile, see finish schedule Concrete floor slab Door frame beyondWood door, see door schedule Carpet, see finish schedule Stone threshold, install to meet ADA requirements Thinset tile Door frame beyond 2 1 / 8 " De p r e s s i o n 3/4" Wood flooring system 5" wide aluminum saddle threshold Wood door, see door schedule, door position may vary Wood door, see door schedule, door position may vary Vapor retarder Align edge of slab depression with face of studRecessed concrete slab 2X treated nailer Varies - see Wall Types. Beam, see structural sheets. 5/8" gypsum board. 1" rigid insulation. Sealant. Manufactured stone veneer. Metal flashing Air barrier Aluminum storefront framing. Varies Beam, see structural sheets. 5/8" gypsum board, both sides. Sealant, both sides. Aluminum storefront framing. Varies. See Wall Types. 5/8" gypsum board, both sides. See Finishes Plan for number of layers. Header , see structural sheets. Sealant, both sides. Fill frame with unfaced batt insulation. Door as scheduled. Sheathing where occurs. See Structural Sheets. Wall tile where occurs. Va r i e s - s e e W a l l T y p e s . Wall construction, see Wall Types Plan. 5/8" gypsum board. 1" rigid insulation. Sealant. Manufactured stone veneer. Sealant. Air barrier Aluminum storefront framing. Va r i e s Wall construction, see wall Types Plan. 5/8" gypsum board, both sides. Sealant, both sides. Aluminum storefront framing. Centered in wall framing. Va r i e s . S e e W a l l T y p e s . 5/8" gypsum board, both sides. See Finishes Plan for number of layers. Wall construction, see wall Types Plan. Sealant, both sides. Fill frame with unfaced batt insulation. Door as scheduled. Wall tile where occurs. Wall tile where occurs. Intersecting wall where occurs. Sheathing where occurs. Va r i e s - s e e W a l l T y p e s . Wall construction, see Wall Types Plan. 5/8" gypsum board. 1" rigid insulation. Sealant. Manufactured stone veneer. Sealant. Air barrier Aluminum storefront framing. Varies - see Wall Types. Beam, see structural sheets. 5/8" gypsum board. 1" rigid insulation. Sealant. Manufactured stone veneer. Metal flashing Air barrier Aluminum storefront framing. 20 2 3 - 0 3 - 3 0 6 : 4 4 : 2 0 P M A611 Door Jamb, Door Head Details and Threshold Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1 1/2" = 1'-0" Door HeadD1 Scale:1 1/2" = 1'-0" Door JambD2 Scale:1 1/2" = 1'-0" A611/L Jamb Storefront W6-B11 Scale:3" = 1'-0" Typical Hollow Metal Door Frame DetailL Scale:3" = 1'-0" Exterior storefront entry thresholdP Scale:3" = 1'-0" Sound Control ThresholdM Scale:3" = 1'-0" Storefront Threshold-Tile to ExteriorQ Scale:3" = 1'-0" Interior Storefront ThresholdR Scale:3" = 1'-0" Paver tile edgeN Scale:3" = 1'-0" Threshold Detail-Carpet to TileS Scale:3" = 1'-0" ThresholdDetail-Carpet to WoodT Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1 1/2" = 1'-0" Door/Window HeadA1 Scale:1 1/2" = 1'-0" Door/Window HeadB1 Scale:1 1/2" = 1'-0" Door HeadE1 Scale:1 1/2" = 1'-0" Door/Window JambA2 Scale:1 1/2" = 1'-0" Door/Window JambB2 Scale:1 1/2" = 1'-0" Door JambE2Scale:1 1/2" = 1'-0" Door/Window JambC2 Scale:1 1/2" = 1'-0" Door/Window HeadC1 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Upper Truss Bearing Height 18' -0 1/8" Cultural Hall Ceiling 20' -5 5/8" 6' - 0" 06-3 09-26 06-9 10-31 10-32 10-32 09-9 09-9 09-3 09-3 06-9 06-9 06-9 grid line 10-32 06-34 1' - 0" 06-9 3/ 2 9 / 2 0 2 3 3 : 1 7 : 1 4 P M A612 Folding Partition Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1 1/2" = 1'-0" Modernfold Partition Head DetailA Scale:1 1/2" = 1'-0" Modernfold Partition Jamb DetailB Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Keyed Notes 06-3 Attic Access Catwalk. See A/A102. 06-9 Structural beam or framing. See Structural Sheets. 06-34 Hardwood jamb. 09-3 Painted and textured 5/8" Type X gypsum board. 09-9 Glue-up Acoustical Tile & Trim. 09-26 2 layers of 5/8" gypsum board each side. Fill cavity with sound batt insulation. 10-31 1/2" hanger rods furnished and installed by Modernfold. 10-32 Modernfold Encore motorized folding partition. Furnished and installed by the Owner. Coordinate all requirements with the manufacturer prior to bidding. 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Accordion Partition Furnished and Installed by Accordion Partition Installer 3/4" x 8" Hardwood Folding Partition Jamb 2x4 Channel Centered Behind Wall Partition 1' - 5" EQ EQ Terminate Sisal and Chair Rail at Hardwood Jamb Accordion Partition Furnished and Installed by Accordion Partition Installer 3/4" x 8" Hardwood Folding Partition Jamb 2x4 Channel Centered Behind Folding Partition Terminate Sisal and Chair Rail at Hardwood Jamb Accordion Partition Track Furnished and Installed by Accordion Partition Installer Coordinate Installation of Adjacent Ceilings With Accordion Partition Installer -Do Not Attach or Bear Ceiling Componants on Accordion Partition Track Ceiling System Beam, See Structural Wood Sheathing, See Structural 108' - 1 1/8" Bottom of Beam Shaped Hardwood Folding Partition Jamb Wall Framing, See Wall Types Metal Threshold Metal Wall Base Terminate Sisal at Back of Wood Jamb Skyfold door Stud Wall -See Structural Truss Bottom Chords - See Structural Spreader Beam at Each Wall Stud -See Structural Batt Insulation 2x10 Beam at 32" o.c. - See Structural Shaded area indicates materials furnished and installed by door manufacturer 111' - 0" Door Motor furnished and installed by door manufacturer -Coordinate framing with door manufacturer 2x4 Bracing -See Structural Hanger Rods -See Structural Channel -See Structural - Coordinate installation requirements with door manufacturer 9" 112' - 9 1/8" 11 1/2" 2x4 framing with 2 layers of 5/8" gypsum board painted 2x4 ceiling framing with 1 layer of 5/8" gypsum board textured and painted B│A704 114' - 2 3/4" R-30 Sound Insulation (Do Not Install at Motor) Skyfold electrical control box furnished and installed by door manufacturer -field verify location 2x4 framing with 2 layers of 5/8" gypsum board painted 6' - 0 1/8" 20 2 3 - 0 3 - 2 9 2 : 3 6 : 2 0 P M A613 Folding Partition Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1 1/2" = 1'-0" Accordion Partition Jamb at PocketF Scale:1 1/2" = 1'-0" Accordion Partition Jamb at CornerD Scale:1 1/2" = 1'-0" Accordion Partition Head DetailG Scale:1 1/2" = 1'-0" Skyfold Partition Jamb DetailA Scale:1 1/2" = 1'-0" Skyfold Partition Head DetailB Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 4" 1" 2' - 1" 1 1 / 2 " 3" 2' - 0" See (3) Adjustable Shelves Wall Line Countertop and Backsplash Drawer Front (Typ) Adjustable Shelf Door Base 1x Base Framing /typ.Q A701 5' - 2 " 2' - 1" Ty p . 4" 1" 3" 2' - 0" 1 1 / 2 " See (3) Adjustable Shelves Wall Line Countertop and Backsplash Drawer Front (Typ) Adjustable Shelf Door Base 1x Base Framing /typ.Q A701 6" 3' - 0 " 1' - 8 1 / 2 " 1' - 2" 2' - 0" 1 1/8" 2' - 1 1/8" 1 5 / 8 " 3" 1/2" Back with 2x6 Wall Blocking (Top and Bottom) Door Where Applicable (2) Adjustable Shelves Wall Line Countertop and Backsplash Drawer Front (Typ) Drawer Door Base 1x Base Framing E│A701 6" 3' - 0 " 1' - 8 1 / 2 " 2' - 1 1/8" 1 1/8" 1 5 / 8 " 6" 1' - 2" 1/2" Back with 2x6 Wall Blocking (Top and Bottom) Door Where Applicable (2) Adjustable Shelves Wall Line Countertop, Backsplash & Valance E│A701 4" 2' - 1" 1 3/4" 2 1/4" 1 1 / 2 " 1' - 11 1/4" Countertop and Backsplash Adjustable Shelf Base 1x Base Framing 2' - 1" 4" 1" 2' - 0" 1 1 / 2 " 3" Countertop and Backsplash Drawer Front (Typ) Adjustable Shelf Door Base 1x Base Framing 2' - 1" Countertop and Backsplash Drawer Front (Typ) Base 1x Base Framing 2' - 0" 3" 4" 1 1 / 2 " 1" 2' - 9 1 / 2 " 4" 1/2" Back with 2x6 Wall Blocking (Top and Bottom) Door Where Applicable (2) Adjustable Shelves Wall Line Plastic Laminate Countertop & Backsplash Drawer Front (Typ) Metal Bracket Beyond Carpet Base 2' - 5 7 / 8 " 5' - 6 " 4" 7' - 1 1 7 / 8 " 2' - 3 3/4" 2' - 0 1 / 8 " 4 1 / 4 " 1 1 / 2 " E│A701 Gypsum Board Wood Trim, Stained See Panel to Match Cabinets 2x2 Blocking Attached to Top of CabinetCabinet Unit 2x2 Blocking Attached to Ceiling 6" Floor Line Base See Enlarged Plans for Shelf Depth Dimension 72" Adjustable Standards Mounted to Studs Max 3'-0" Spacing 3/4" Adjustable Shelves with Protective Edges (Typ) 3" Max. (Field Measure) Varies Countertop and Backsplash Base Concealed Countertop Bracket at 32" o.c. Max. Drawer, Where Occurs 4" 2' - 5 7 / 8 " Seal all Edges Around Bracket E│A701 1/2" Back w/ 2x6 Wall Blocking Adjustable Shelves Door Adjustable Shelves Coved Porcelain Mosaic Tilebase 5" Countertop and Backsplash Concealed Countertop Bracket at 32" O.C. Max Seal All Edges Around Bracket 2' - 9 1 / 2 " 4" 2' - 1" 4 1 / 8 " 1/2" Back w/ 2x6 Wall Blocking Panel Shelves, Typ Base E│A701 1/2" Bac k 1/2" Back w/ 2x6 Wall Blocking Adjustable Shelves Door 1/8" Removable Shelves Lateral File Drawers with Locks Drawer Fronts (Typical) Base E│A701 20 2 3 - 0 3 - 3 0 6 : 4 6 : 4 5 P M A701 Casework Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:3/4" = 1'-0" Upper Cabinet w Base CabinetM Scale:3/4" = 1'-0" Sac Prep Cabinet Section1N Scale:3/4" = 1'-0" Upper Cabinet w Base 4 DrawersO Scale:3/4" = 1'-0" Upper Cabinet w SinkP Scale:3/4" = 1'-0" Base Cabinet Open ShelvesDScale:3/4" = 1'-0" Base CabinetB Scale:3/4" = 1'-0" Base Cabinet 4 DrawersC Scale:3/4" = 1'-0" Upper Cabinet w Counter & DrawerH Scale:3" = 1'-0" Cabinet Soffit DetailE Scale:3/4" = 1'-0" Open Adjustable ShelvingQ Scale:3/4" = 1'-0" Concealed Countertop SupportA Scale:3/4" = 1'-0" Font Cabinet SectionJ Scale:3/4" = 1'-0" Restroom CountertopR Scale:3/4" = 1'-0" Material Center CabinetKScale:3/4" = 1'-0" Cabinet SectionI Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w EQ EQ EQ EQ EQ 15'-2 1/8" (Field Verify) 7' - 6 " 1" Cabinet Filler 1" Cabinet Filler Lock Lock K A702 EQ EQ 6' - 1 1/8" (Field Verify) 1" Cabinet Filler 1" Cabinet Filler 7' - 6 " Lock Lock Top & Bottom (Typ) 1/2" Back w/ 2x6 Wall Blocking 3/4" Fixed Shelf Adjustable Shelves Door Base 3' - 6 5 / 8 " 3' - 7 3 / 8 " Adjustable Shelves Door 1' - 9 1/2" E│A701 3" 1' - 9 1/2" 5' -8" T o F l o o r Coat Rack (Wall Mounted) Gypsum Board 2x4 Wood Blocking Between Studs Channel Mounts & Brackets Spaced at 36" o.c. Maximum 3/4" x 5" Wood Hook Strip with Hooks at 6" O.C. -Ends to Extend to 2" From End Walls 4' -0" T o F l o o r 2x6 Blocking Between Studs First Floor 328' -1" B A702 Cut Sisal at Cabinet Edges 2' - 5 " 6Grid Provide Blocking Around Semi-Recessed Cabinet Surface Mounted Hymn Book Storage See Interior Elevations For Sisal & Chair Rail Elevations (Where Occurs) 1' - 1 3 / 4 " 1' - 0 1 / 4 " L A702 See Interior Elevations For Sisal & Chair Rail Elevations (Where Occurs) Wall Line 2' - 2 " 3' - 1 0 " 6' - 0 " 8" 1" Tectum Cementious Wood Fiber Substrate 3-3/4" PCF Acoustical Insulation 3/4" MDF Wood Framing 3/4" Integral MDF Wood Cross Brace Mounting "Z" Clip Wall Mount Brackets Supplied With Panel. Anchor to Wall With #8x2" Minimum Zinc Plated Wood Screws. Anchor to Wall Studs Where Possible 3/4" MDF Wood Framing 3/4" Integral MDF Wood Cross Brace Mounting Sisal M A702 1' - 0 7 / 8 " 3' - 9 1 / 2 " 7' - 0 " 1' - 9" Recessed Shelf Wood Trim 6 1/8"1" 3' - 2 1 / 2 " 3' - 9 1 / 2 " 7' - 0 " 1" 1/4" Veneer Backing 1/2" Wood Trim 2x Blocking (Not Cont.) Wall Framing See Structural 3' - 2 1/4" (Field Verify) 7' - 6 " 20 2 3 - 0 3 - 2 9 1 : 4 4 : 5 7 P M A702 Casework Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/2" = 1'-0" Storage Cabinets ElevationN Scale:1/2" = 1'-0" Storage Cabinets ElevationJ Scale:3/4" = 1'-0" Storage CabinetsK Scale:3" = 1'-0" Coat Rack DetailA Scale:1 1/2" = 1'-0" Fire Extinguisher CabinetF Scale:1 1/2" = 1'-0" Fire Extinguisher CabinetB Scale:1/2" = 1'-0" Hymn Book Cabinet ElevationQ Scale:3/4" = 1'-0" Hymn Book Cabinet SectionL Scale:1 1/2" = 1'-0" Acoustical PanelH Scale:1/2" = 1'-0" Hymn Book Cabinet Recessed ElevationR Scale:3/4" = 1'-0" Hymn Book Cabinet RecessedM Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w Scale:1/2" = 1'-0" Storage Cabinet ElevationI 1" Cabinet Filler 1" Cabinet Filler Lock N |A702 Scale:1/4" = 1'-0" Storage Cabinet Enlarged PlanE J | A 7 0 2 Scale:1/4" = 1'-0" Storage Cabinet Enlarged PlanD I |A702 Scale:1/4" = 1'-0" Storage Cabinet Enlarged PlanC 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 20 2 3 - 0 3 - 3 0 7 : 2 3 : 5 8 P M A703 Lectern Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w E A703 F A703 3' - 2 " 3' - 9 " 3 1/8"2 1/4"1' - 0 1/4"2 1/4"3 1/8" 1' - 11" 2' - 3 1/2" 3/4" Panel Product,Typical With Mitered Outside Corner T5 T3 6" 2' - 5 3 / 4 " Hardwood Trim Similar to C/A409 3/4" Panel Product Coped Miter Corners, Typical T3 T4 F A703 3' - 4 3 / 4 " 4 1 / 4 " 3' - 9 " 4 5/16" 1' - 6 5/8" 1' - 10 1/2" 3' - 2 " 3' - 1 5 / 8 " 2 1/4"1' - 6" 3/4" Panel Product,Typical With Mitered Outside Corner T5 3/4" Panel Product, Typical With Mitered Outside Corners And Hardwood Edge Bands On Expose Ends Coped Miter Half Trim back 1/8" From Panel End T4 3/4" Panel Product, Typical With Mitered Outside Corners 20" Long Paper Stop F A703 2' - 3 1/2" 3 3 / 1 6 " 4 3 / 1 6 " 1' - 1 5 / 8 " 2' - 0 " 3' - 9 " 1' - 1 1 / 4 " 8" 3/4"1' - 9 1/2"3/4" 1' - 11" Microphone Cable, Attach To Millwork By AV Installer T5 1 1/2"x 3/4" Hardwood Guide Rail With Beveled Front End, Upper Step Pull-Out Steps, Shown In Place T4 3/4" Panel Product, Typical With Mitered Outside Corners 3/4" Panel Product, Typical With Mitered Outside Corners 1" Diameter Hardwood Dowel For Upper Step Guide Slot T41' - 7 3/4" T5 E A703 2' - 3 1/2" 1' - 1 0 1 / 2 " Sl o p e d S u r f a c e 1 5 / 1 6 " 3/ 4 " 'T5' 1/4" Diameter Access Hole, 1 1/2" Deep, Centered 20" Long Paper Stop, Ease All Outside Edges Microphone Plate, ingle Gage Stainless Steel, With F-XLR Connector By AV Installer 2 1 / 4 " 2 1 / 1 6 " 1' - 4 1 1 / 1 6 " 1 1 / 2 " Hardwood Trim Designation (T#) Refer to A/A409 F A703 2 1/4"2 1/16"1' - 4 11/16"1 1/2" 3/4" 5" 2' - 6 3 / 4 " 5" 4 1 / 4 " 3' - 9 " 3/4" 2 1/4"1' - 6"1 5/8" T3 1 1/4" Diameter Access Hole, 1 1/4" Deep 'T 4' 3/4"x 3/8"x 20" Long Paper Stop T5 Surface Mounted Single Gang Junction Box With Stainless Steel Faceplate And M-XLR Connector, By AV Installer T4 T3 T5 1' - 1 1 / 4 " 11"1" 8" 3" 4 3 / 1 6 " 1' - 1 5 / 8 " 2' - 0 " 3' - 5 1 3 / 1 6 " 3 3 / 1 6 " Pull-Out Steps Shown in Fully Extended Position E A703 11 " 1" 1' - 6 " Hardwood Trim Similar to Microphone Outlet, By Installer T4 T3 T4 3 1/8"2 1/4"1' - 0 1/4"2 1/4"3 1/8" 1' - 11" /C A409 O A703 P A703 T5 Coped Miter Corners, Typical T4 T5 T5 P A703 T8 3/4" Panel Product T3 1' - 2 3/8" 1' - 3 " 1' - 8 5/16" 11 7 / 8 " 0" 3 1 / 8 " O A703 P A703 1 1/2"1' - 2"1 1/2" 3 1 / 8 " 11 7 / 8 " 1' - 3 " 1' - 11 1/2" Both Sides 3 1/4" Microphone Plate, Single Gang Stainless Steel, With F-XLR Connector By AV Installer T8 3/8" Panel Product T3 'T8' 3/4"x 3/8"x 20" Long Paper Stop 3/4" Panel Product Surface Mounted Single Gang J-Box W/S.S. Faceplate & M-XLR Connector, By AV Installer O A703 1' - 11 1/2" 3 1/4"1' - 5"3 1/4" Microphone Plate, Single Gang SS, W/F- XLR Connector By AV Installer 1 1/4" Diameter Access Hole, Centered 3/4"x 3/8"x 20" Long Paper Stop P A703 Microphone Plate, Single Gang Stainless Steel, With F-XLR Connector By AV Installer T3 T1 T3 T8 3/4"x 3/8"x 20" Long Paper Stop 3/8" Panel Product Surface Mounted Single Gang J-Box W/S.S. Faceplate & M-XLR Connector, By AV Installer Surface Mounted Single Gang J-Box W/S.S. Faceplate & M-XLR Connector, By AV Installer 1' - 1 5/8" 11 5 / 8 " 1' - 1 3 / 4 " 1' - 3 " 1' - 8 5/16" 2 1/2" 1 7/8" 11 7 / 8 " 3 1 / 8 " T3 3/4" Panel Product O A703 1' - 2 3 / 8 " 2 1/4"1' - 0 1/2"2 1/4" 3/ 4 " 1' - 0 7 / 8 " 3/ 4 " 3 7/16"1 1/2"1' - 2"1 1/2"3 1/16" 1' - 11 1/2" Microphone Outlet, by AV Installer 'T8' T3 3/8" Panel Product T8 3/8" Panel Product 5/8" 1' - 9" 5/8" 3/4"1' - 6 1/4"3/4" 4" 6 1 / 4 " 8 9 / 1 6 " 1 1 / 8 " 1' - 2 " 3/4" Panel Product, With Hardwood Edge Bands, Typical Lower Pull-Out Step Assembly Guide Slot, Both Sides 1 1/2"x 3/4" Hardwood Guide Rail With Beveled Front End, Lower Step 1" Diameter Hardwood Dowel For Lower Step Guide Slot 11"1" 3" 2" 8" 2" 6 1 / 4 " 8" 1' - 2 " 1/2" 4"1/2" 1" 3/ 4 " Guide Slot 3/4" Panel Product, With Hardwood Edge Bands, Typical 1 1/2"x 3/4" Hardwood Guide Rail With Beveled Front End, Lower Step 1/4" Radius At Bottom Corners 3"1' - 0" 1' - 2" 9/16" Radius 1" Diameter Hardwood Dowel For Lower Step Guide Slot 1' - 6" 3/4" 3/4"1' - 3"3/4" 3 9 / 1 6 " 1 1 / 8 " 7" 3/ 4 " 3/4" 3/4" Panel Product, With Hardwood Edge Bands, Typical Upper Pull-Out Step Assembly Guide Slot, Both Sides 2 3 / 4 " 8"2" Sl o t C e n t e r 3" 1" 2 1 / 4 " 3/ 4 " 7" 1/2"1/2" 3"1' - 0" 6 1 / 4 " 3/4" Panel Product, With Hardwood Edge Bands, Typical Upper Pull-Out Step Assembly Guide Slot 1/8" Radius At All Top Edges 1/4" Radius At Bottom Edges 9/16" Radius 1 1/2" = 1'-0" Lectern Front ElevationA 1 1/2" = 1'-0" Lectern Side ElevationB 1 1/2" = 1'-0" Lectern Rear ElevationC 1 1/2" = 1'-0" Lectern TopD 1 1/2" = 1'-0" Lectern SectionE 1 1/2" = 1'-0" Lectern Plan SectionF 1 1/2" = 1'-0" Lectern Table Top ElevationI 1 1/2" = 1'-0" Lectern Table Top Side ElevationJ 1 1/2" = 1'-0" Lectern Table Top Rear ElevationK 1 1/2" = 1'-0" Lectern Table TopN 1 1/2" = 1'-0" Lectern Table Top SectionO 1 1/2" = 1'-0" Lectern Table Top Plan SectionP 3" = 1'-0" Upper Step SectionG 3" = 1'-0" Upper Step Section SideH 3" = 1'-0" Lower Step SectionL 3" = 1'-0" Lower Step Section SideM 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Chapel Trim Beyond 5/8" Gypsum Board, Textured, Painted. Bottom Chord of Wood Truss Soft Wood Trim Painted 5 1/2" 1 1/2"2 1/2"1 1/2" 1/2" 1/4" 8" 6 3 / 8 " 2 1 / 2 " 1' - 4 7 / 8 " 3 5 / 8 " 2' - 4" 112' - 4 7/8" 111' - 0" F│A704 2x4 Framing w/ Sheathing; Refer to Structural Detailing Blocking Blocking 2x4 Framing Light Fixture Continuous 2x4 Gypsum Board (layered) with Metal Edges on All Exposed Ends of Gypsum Board (Typ) 7/16" Sheathing 3/4" Sheathing Painted 2 1 / 2 " 1' - 4 7 / 8 " 111' - 0" F│A704 Gypsum Board (layered) with Metal Edges on All Exposed Ends of Gypsum Board (Typ) 2" 3/ 4 " 1" 1 1 / 4 " 3 1 / 2 " 1 1 / 2 " 8" 3/8" 1/4" 1/8" 3/4" 1/4" 3/4" Hardwood Faced Sheathing Hardwood Trim Hardwood Trim Hinged Access Panel Hardwood Trim Hardwood Trim 5/8" Gypsum Board Painted Black ( All Surfaces) Hardwood Trim at Access Panel Hinged Access Panel Cup Hinge Beyond, (2) Total This Panel 1/2" x x3/4" Hardwood Strip, Typ 1x2 Stop, Typical Wood Floor Sheathing 1/2" x 3/4" Hardwood Strip Grille Material Over Mesh Reinforcing, Typ 2 1 / 4 " 2" 2 1 / 4 " Hinged Access Panel Hardwood Trim Cup Hinge Beyond, (2) Total This Panel 1x2 Stop, Typical 1/2" x 3/4" Hardwood Strip Grill Material Over Mesh Reinforcing, Typ Hardwood Trim Hardwood Trim 3/4" 2 1 / 4 " 1" 2 3 / 4 " 3/4"3/4" 2 3 / 4 " 1" 2 1 / 4 " Hinged Access Panel Hardwood Trim Cup Hinge Beyond, (2) Total This Panel 1x2 Stop, Typical 1/2" x 3/4" Hardwood Strip Grille Material Over Painted Expanded Metal Reinforcing, Typ Hardwood Trim Hardwood Trim 3/4" 3/4"3/4" 3/4" Sheathing Header -See Structural Hardwood Trim Grill Material on Black Painted Gypsum Board Hardwood Trim Hardwood Trim 2 3 / 4 " 2 3 / 4 " 3/4" 1 1/4"3/4" Hinged Access Panel Hardwood Trim Hardwood Trim Hardwood Trim at Access Panel Hinged Access Panel Cup Hinge Beyond, (2) Total This Panel 1/2" x x3/4" Hardwood Strip, Typ 1x2 Stop, Typical 1/2" x 3/4" Hardwood Strip Grill Material Over Mesh Reinforcing, Typ 1 3 / 4 " 1 1 / 4 " 3" 3/8" 1/4" 1/8" 3/4" Ceiling Lines (Bevel Molding to Match Ceiling Where Occurs) Painted Wood Trim 1" x 2-5/8" Hardwoo d Blocking Grill Material on Black Painted Gypsum Board Hardwood Trim 2 3 / 4 " 1 1 / 4 " 1 1 / 2 " 3/8" 1/4" 1/8" 3/4"1 1/4"3/4" 1" x 2-5/8" Hardwoo d Blocking Grill Material on Black Painted Gypsum Board Hardwood Trim 3/4"1 1/4"3/4" 2 3 / 4 " 1 1 / 4 " 1 1 / 2 " 3/8"1/4"1/8" Light Fixture 3/4" Sheathing -Painted Gypsum (layered with Metal Edges on All Exposed Ends of Gypsum Board (typ) 2" 11 1 / 8 " 8" 6 3 / 8 " 2 1 / 2 " 8" 6 3 / 8 " 2 1 / 2 " 11 1 / 8 " 2" Gypsum (layered with Metal Edges on All Exposed Ends of Gypsum Board (typ) 3/4" Sheathing - Painted 1' - 0 3 / 4 " 3" Ve r i f y 1 1 / 2 " Ve r i f y Ve r i f y Note: Dimensions are Perpendicular to Slope Verify to Align With Trim at Inside Corner of Column Per Detail R/A704 Install All LED Cove Lights At The Top Of The Rostrum Feature Walls A Constistent Distance From Back Wall And As Far Away As The Narrowest Area Allows. Extend Full Length Of Coves To Minimize Dark Areas On Wall. At Inside Corner, Align Bottom Edges of Gypsum Board With Bottom of Column Gypsum Board Steps At Inside Corner, Align Top Edges of Hardwood Trim - Square Bottom Edges of Sloped Pieces to Align with Bottom of Column Trim Face of Column Face of Wall With Sloped Top 3/4"x2" Hardwood Trim 3/4"x2 1/4" Hardwood Trim Hardwood Faced Sheathing 3/4"x1 1/2" Hardwood Trim Gypsum Board 20 2 3 - 0 3 - 2 9 1 0 : 4 5 : 2 0 P M A704 Miscellaneous Interior Profiles Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:6" = 1'-0" Ceiling Drywall Reveal DetailJ Scale:3" = 1'-0" Light Cove Trim DetailCScale:3" = 1'-0" Cove Trim DetailB Scale:6" = 1'-0" Cove Trim DetailF Scale:3" = 1'-0" Rostrum Center Accent WallG Scale:3" = 1'-0" Rostrum Center Accent WallK Scale:3" = 1'-0" Rostrum Center Accent WallD Scale:3" = 1'-0" Accent Side Wall Trim JambI Scale:3" = 1'-0" Accent Panel TrimM Scale:6" = 1'-0" Crown MouldingN Scale:3" = 1'-0" Accent Side Wall Trim HeadH Scale:3" = 1'-0" Accent Side Wall Trim SillL Scale:3" = 1'-0" Rostrum Center Accent Column Wall Trim ProfileA Scale:3" = 1'-0" Rostrum Side Accent Column Wall Trim ProfileE Scale:3" = 1'-0" Cove Trim DetailP Scale:3/4" = 1'-0" Accent Wall Trim ConnectionR Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Carpet Self-Edged Carpet Base Wall Covering (Extend to Floor) Wall Line Fill Void Under Gypsum Board W/ Blocking/ Plywood Concrete Floor Slab, See Structural Tile Backer Behind Tile Wall Framing Gypsum Board Terminate Sisal Wall Covering and Chair Rail at Tile. Bevel End of Chair Rail Wall Tile Bullnose Edge Cont. Sealant 6" Gypsum Board Wall Framing Tile Backer Behind Tile Concrete Floor Slab Joint Sealant Paver Tile Cove Base Grout Joint Paver Floor Tile Thinset Over Concrete 1/ 2 " Bullnose Tile Backer Behind Tile Wall Framing Concrete Floor Slab with Recess for Thickset Tile Installation Joint Sealant Paver Tile Cove Base Grout Joint Thickset Paver Floor Tile Ceramic Wall Tile Gypsum Board Wall Framing Tile Backer Behind Tile Bullnose Edge & Cont. Sealant Cerami c Wall Tile1/ 2 " 2x6 Blocking Between Studs 2' Long Metal Hook Strip with 3 Hooks Minimum 4' -0" t o F l o o r 2 1 / 8 " 1/4" Wood Flooring System 2-1/2" x 2-1/2" x 3/16" Metal Angle Base 5/8" Gypsum Board Sisal Vapor Retarder. Stop at Edge of Floor Depression Verify Depth of Slab Recess w/ Wood Floor System Manufacturer Masonite Spacer Wall Sheathing, See Wall Types Wall Framing, See Wall Types 100' - 0" 2 1 / 8 " 4" Wood Flooring System Floor Plate, Install Flush with Wood Floor or Floor Slab 6" Diameter X 12" Deep Block Out Opening in Slab Metal Sleeve, Center within Block Out 1' - 3 " 1' - 0" 10"2' - 6" x 2' - 6" Non -Shrink Grout Reinforced Concrete Floor Slab, See Structural (2) #4x 5'-0" Bars @ 12" o.c. Each Way, Centered on Sleeve Two Floor Conditions are Shown across Centerline Verify Depth of Slab Recess with Wood Floor System Manufacturer Concrete Floor Slab Finish Floor Elevation = 100'-0" 2 1 / 2 " 2' -10 1 / 2 ' T O F L O O R L I N E (A L L O T H E R L O C A T I O N S W H E R E R E Q ' D ) 3' -1 1 / 2 " T O F L O O R L I N E (M A T E R I A L S C E N T E R ) 3' -1" T O F L O O R L I N E (M O T H E R S R O O M ) 2' -9 1 / 2 " T O F L O O R L I N E (C O R R I D O R S A N D F O Y E R S ) WOOD CHAIR RAIL 1/4" Rabbet For Wall Covering Where Required (Where Occurs -Refor To Finish Schedule And Interior Elevations) 1" 1 1 / 2 " 1/4" 3/4" (I N C L E R K S 2 ' -10 " T O T O P O F B A C K S P L A S H ) Sisal (Where Occurs -Refor To Finish Schedule And Interior Elevations) Window Sill with Lip Sisal Vinyl Window Wood Chair Rail Wall Framing, Refer to Wall Types Top of Chair Rail Flush with Bottom of Window Sill Install Chair Rail Flush With Window Opening 1' - 0 5 / 8 " 1' - 0"7 3/8" 20 2 3 - 0 3 - 2 9 1 0 : 4 0 : 5 1 P M A705 Miscellaneous Interior Profiles Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:6" = 1'-0" Carpet Base DetailJ Scale:3" = 1'-0" Corner Wall TileMScale:3" = 1'-0" Paver Tile Coved Base at ThinsetK Scale:3" = 1'-0" Paver Tile Coved Base at Full Setting BedL Scale:3" = 1'-0" Typical Wall Tile EdgeHScale:3" = 1'-0" Wall Hook DetailG Scale:3" = 1'-0" Typical Metal Base DetailN Scale:1" = 1'-0" Typical Volleyball Post SleeveI Scale:6" = 1'-0" Chair Rail DetailBScale:1 1/2" = 1'-0" Chair Rail at WindowA Scale:1" = 1'-0" Volleyball Post Storage SleevesD Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 O w n e r R e v i e w 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . 1.3 2 3 5 6 7 8 10 11 12 12.3 12.6 12.7 1 9 4 A.6A.6 A.3 A BB CC EE FF GG G.3 G.6 DD C.10 D.10 Hallway 171 Bishop 103 Interview 101 Bishop 104 Interview 102 Clerk 106 Waiting 105 Storage 148 Storage 149 Storage 123 Interview 126 Interview 127 Waiting 128 Clerk 124 Stake Pres 125 High Council 129 Vest 130 Custodial 116 Tech 154 Men 158 Women 157 Mothers 159 Vest 191 Clerk 192 Bishop 193 Bishop 189 Waiting 190 Interview 188 Interview 187Clerk 164 Bishop 165 Bishop 166 Waiting 163 Interview 162 Interview 161 Vest 160 Vest 131 Chapel 146 Cultural Center 147 Cultural Center 150 Chapel 151 Rostrum 152 Hallway 140 Hallway 119 Hallway 155 Room 185 Room 186 Women 167 Men 168 Women 107 Men 108 Family RR 142 Sac Prep 141 Materials Center 143 Rostrum 145 Room 121 Room 120 Room 117 Room 118 Room 169 Room 170 Room 173 Room 172 Room 133 Room 132 Clerk 139 Bishop 138 Bishop 134 Waiting 137 Interview 135 Interview 136 Vest 112 Foyer 111 Fire Riser 176 Bishop 182 Bishop 177 Clerk 181 Interview 178 Waiting 180 Foyer 183 Vest 184 Interview 179 Serving Area 174 Room 156 Electrical 114 Serving Area 115Table/Chair Storage 113 Room 109 Room 110 Stair 122 Mothers 144 Custodial 175 Sac Prep 153 V1 V1 V4 V2 V1 V4V1 V1 V4 V1 V1 V2 V3 V2 V2 V2 V3 V1 V1 V1 V4 V2 V2 V1 V1 V4 V1 V1 V1V4 V2 V3 V2V2 V2 V3 V1 V4 V5 V7 V5 V7 P1 P1 V5 V7 V3 V3 V3 V3 P2P2P2P2P2P2P2 P4 P4 P2 P1 P3 P5 P2P2P2P2P2P2P2 P6 P6 P6 P6 P6 P6 V5 V7 V5 V7 V7 V5 V5V7V7V5 V7V5V5V7 V2 V1 V4 20 2 3 - 0 3 - 2 7 9 : 3 1 : 1 5 P M F101 Furnishings Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" Furnishings Plan1 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 0'8'16'4'32' Note Provide Solid Blocking in the Walls at all Door Stops, Visual Display Boards, Toilet Compartments, Countertop & Lavatory Supports, Wall-Mounted Data Rack and at all other Equipment & Accessory Locations per Detail A/A105 . Pew Schedule Type Mark Pew Seating Length Pew Overall Length Count Number of Seats P1 5' - 8" 6' - 0" 3 9 P2 7' - 6" 7' - 10" 15 75 P3 10' - 2" 10' - 6" 1 6 P4 11' - 8" 12' - 0" 2 14 P5 12' - 8" 13' - 0" 1 8 P6 18' - 2" 18' - 6" 6 72 28 184 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . Note: See Sheet F103 for Building Signage Schedule and Details. 42 ' - 1 1 / 2 " Hallway 171 Bishop 103 Interview 101 Bishop 104 Interview 102 Clerk 106 Waiting 105 Storage 148 Storage 149 Storage 123 Interview 126 Interview 127 Waiting 128 Clerk 124 Stake Pres 125 High Council 129 Vest 130 Custodial 116 Tech 154 Men 158 Women 157 Mothers 159 Vest 191 Clerk 192 Bishop 193 Bishop 189 Waiting 190 Interview 188 Interview 187 Clerk 164 Bishop 165 Bishop 166 Waiting 163 Interview 162 Interview 161 Vest 160 Vest 131 Chapel 146 Cultural Center 147 Cultural Center 150 Chapel 151 Rostrum 152 Hallway 140 Hallway 119 Hallway 155 Room 185 Room 186 Women 167 Men 168 Women 107 Men 108 Family RR 142 Sac Prep 141 Materials Center 143 Rostrum 145 Room 121 Room 120 Room 117 Room 118 Room 169 Room 170 Room 173 Room 172 Room 133 Room 132 Clerk 139 Bishop 138 Bishop 134 Waiting 137 Interview 135 Interview 136 Vest 112 Foyer 111 Fire Riser 176 Bishop 182 Bishop 177 Clerk 181 Interview 178 Waiting 180 Foyer 183 Vest 184 Interview 179 Serving Area 174 Room 156 Electrical 114 Serving Area 115 Table/Chair Storage 113 Room 109 Room 110 Stair 122 Mothers 144 Custodial 175 Sac Prep 153 Bishop's Office Bishop's Office Clerks' Office Interview 108 107 Restroom Materials Center InterviewBishop's Office Clerks' Office Mothers' Room Chapel Chapel Cultural Center Chapel ChapelCultural Center 109Women Men S101 110 Chapel Chapel Cultural Center Cultural Center Member Custodial Closet First Aid Kit Serving Area First Aid Kit 111 112 113 114 Chapel Chapel Stake Offices High Council High Council Clerks' Office Stake President's Office 115 101 102 Exit Women Men Women Men Mothers' Room Sacrament PreparationSacrament Preparation Exit Exit Exit Exit Exit Interview Interview Bishop's Office Clerks' Office Interview Bishop's Office Clerks' Office Interview Bishop's Office Clerks' Office Listening Devices Available S104 S103 S102 M101 Electrical Panel Technology Listening Devices Available in the Materials Center Listening Devices Available in the Materials Center Listening Devices Available in the Materials Center Listening Devices Available in the Materials Center Member Custodial Closet First Aid Kit 103104105106 Serving Area First Aid Kit This room is for warming and serving food, not for cooking or preparing food. Fire Riser This room is for warming and serving food, not for cooking or preparing food. A B C D E F G H I J S T AA BB K L M N O P Q R U V CC DD EE FF GG HH II JJ KK LL MM NN OO PP QQ RR Maximum Occupancy: 65 Maximum Occupancy: 306 Maximum Occupancy: 293 Maximum Occupancy: 195 Maximum Occupancy: 195 Maximum Occupancy: 180 Maximum Occupancy: 293 20 2 3 - 0 3 - 2 7 9 : 4 0 : 2 0 P M F102 Signage Plan Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:1/8" = 1'-0" Signage Plan1 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 0'8'16'4'32' 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w Standoff Mounting Hardware Glass Board Rooms: 103, 104, 110, 115, 125, 132, 138, 156, 165, 166, 174, 177, 182, 189, 193 Tack Board V1 V2 V3 Tack Board V4 V5 V7 Sliding Glass Doors Tack Board Surface Lock Tack Board V6 7' - 2 " t o F l o o r T y p i c a l 7' - 2 " t o F l o o r T y p i c a l 3' - 0"6' - 0" 7' - 2 " 4' - 0 " 4' - 0" 7' - 2 " t o F l o o r T y p i c a l 10' - 0" Rooms: 109, 117, 118, 120, 121, 133, 169, 170, 172, 173, 185, 186 Rooms: 117 (2), 121 (2), 169 (2), 173 (2) Rooms: Hallways (10) Rooms: 106, 116, 124, 139, 164, 175, 181, 192 Rooms: Hallways (10) Not used. Standoff Mounting Hardware Glass Board Accessory Tray 3' - 0" 4' - 0 " 4' - 0 " 6' - 0"2' - 0" 4' - 0 " 7' - 2 " t o F l o o r T y p i c a l 7' - 2 " t o F l o o r T y p i c a l 7' - 2 " t o F l o o r T y p i c a l Note: Leave 1" space between boards when installing tack boards next to glass boards Interior Building Signage Schedule SIGNAGE ROOM NAME OR NUMBER SIZEQUANTITY MOUNTING 101 1 6" X 6"A/F103 105 6" X 6" 104 6" X 6" 102 1 6" X 6" A/F103  103 6" X 6" 106 6" X 6"  108 1 6" X 6" 109 6" X 6" A/F103 110 1 6" X 6" 107 1 6" X 6" MAXIMUM OCCUPANCY 65 1 6" X 6" A/F103 1 6" X 6" MAXIMUM OCCUPANCY 293 1 6" X 6" MAXIMUM OCCUPANCY 195 2 6" X 6" MAXIMUM OCCUPANCY 180 1 6" X 6" BISHOP'S OFFICE - WARD NAME 10 6" X 6" A/F103 CHAPEL 8 6" X 6" B/F103 CLERKS' OFFICE 6 6" X 6" M101 1 6" X 6" B/F103 CULTURAL CENTER 4 6" X 6" ELECTRICAL PANEL 2 6" X 6" MATERIALS CENTER 1 6" X 6" B/F103 MEMBER CUSTODIAL CLOSET FIRST AID KIT 2 6" X 6" A/F103 SERVING AREA 2 6" X 6" PEW MOUNTED ADA SIGN 3" X 3"H/F1035 THIS ROOM IS FOR WARMING AND SERVING FOOD, NOT FOR COOKING OR PREPARING FOOD. 6" X 6" MOUNT ABOVE BACKSPLASH ON WALL TO THE RIGHT OF THE RANGE 2 111 2 6" X 6" PLAN ROOM # 186 185 173 172 170 169 132 133 110 109 117 110 110 121 146 147, 150 151 103, 104, 134, 138, 165, 166, 177, 182, 189, 193 146, 151 106,124,139,164,181,192 147, 150 143 116, 175 MEN 3 6" X 6" A/F103 108, 158, 168 MOTHERS' ROOM 2 6" X 6" A/F103 144, 159 NOTES SPECIFY WARD RESTROOM 1 6" X 6" 115, 174 WOMEN 3 6" X 6" B/F103 107, 157, 167 151, 152 115, 174 142 HIGH COUNCIL 2 6" X 6"129 TECHNOLOGY 1 6" X 6" A/F103 154 STAKE PRESIDENT'S OFFICE 1 6" X 6"125 EXIT (RAISED CHARACTERS)6 6" X 6"112,130,131,160,184,191 114, 122 A/F103 A/F103 A/F103 A/F103 A/F103 A/F103 A/F103 A/F103 A/F103 A/F103 A/F103 A/F103 A/F103 A/F103 B/F103 A/F103 A/F103 A/F103 A/F103 A/F103 112 6" X 6" 118A/F103 113 6" X 6" 120A/F103 114 2 6" X 6" 121A/F103 115 1 6" X 6" 156A/F103 FIRE RISER (EXTERIOR RED OVER WHITE GRAVOPLY)1 4" x 6"C/F103 176 LISTENING DEVICES AVAILABLE IN MATERIALS CENTER 2 6" x 6"B/F103 146, 151 LISTENING DEVICES AVAILABLE 4 6" x 6"B/F103 143 FURNISH ALL SIGNS WITH BRAILLE MAXIMUM OCCUPANCY 293 1 6" X 6"169A/F103  SACRAMENT PREPARATION ROOM 2 6" X 6"141, 153A/F103 STAKE OFFICES 1 6" X 6"128A/F103 2 2 1 2 2 2 2 A THRU RR (FLAT SIGN)1 EACH 6" X 2" D, E/F103 119, 171 S101 1 6" X 6" A/F103 1 6" X 6" S103 1 6" X 6" 113 S102 123 148 A/F103 A/F103 S104 1 6" X 6"149A/F103 MAXIMUM OCCUPANCY 306 3" Typ 4' - 7 " T y p All Signs are to be Mounted on Latch Side of Doorway. A C E B D F 2x6 Flat Sign Note: Mount Sign Two Thirds Up From Bottom of Cabinet and Centered on Right Cabinet Door. 3" Típ 4' - 0 " T y p All Signs are to be Mounted on Latch Side of Doorway. 1" Between Signs 4x6 Flat Sign 4' - 8 " 2" 6" Flat Sign Note: Sign is Supplied with Self-Adhesive 4" 1/ 2 " 5/8" 6" 1/ 8 " 6" Allen Head Screw to Secure Sign to Mounting Bracket Mounting Bracket Sign Plate 7 1/2" 3" 7 1/2" 3" 5 1 / 2 " ADA Sign Mounted on End of Pew in All Wheelchair Locations 20 2 3 - 0 3 - 2 7 9 : 2 8 : 3 9 P M F103 Interior Signage and Display Board Details Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Scale:3/8" = 1'-0" Visual Display Boards Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Scale:1/4" = 1'-0" Molded Sign MountingA Scale:1/4" = 1'-0" Flat Sign Mounting On CabinetD Scale:1/4" = 1'-0" Double Molded Sign MountingB Scale:1/4" = 1'-0" Flat Sign Mounting on DoorC Scale:3" = 1'-0" Flat Sign DetailE Scale:3" = 1'-0" Sign Plate DetailF Scale:3/4" = 1'-0" ADA Sign Mounting On PewH 11 Apr 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w E x it lig h tin g a n d E x it s ig n s to c o m p ly w ith s e c tio n 1008 a n d 1013 . UP UP 1 2 3 4 5 6 7 8 9 10 11 12 12.31.3 12.6 12.7 A B C D E F G G.3 G.6 A.3 A.6 C.10 D.10 263' - 4 3/4" 3' - 0 1/2"51' - 9 1/2"15' - 2"10' - 11"10' - 11"15' - 2"56' - 4 3/4"15' - 2"10' - 11"10' - 11"15' - 2"38' - 4"3' - 0 1/2"4' - 5 5/8"2' - 0" 13 2 ' - 9 7 / 8 " 3' - 0 1 / 2 " 2' - 6 1 / 2 " 29 ' - 6 " 9' - 8 " 9' - 4 " 12 ' - 4 " 12 ' - 4 " 9' - 4 " 9' - 8 " 29 ' - 6 " 2' - 6 1 / 2 " 3' - 0 1 / 2 " 7"51' - 6 1/2"3"11' - 11 1/2"3' - 5 1/2"21' - 4"3' - 4 1/2"12' - 3 1/2"60' - 6 1/8"27' - 10"58' - 3 5/8"7 1/4" 3"3" 8' - 10"3' - 5 1/2" 3" 2" 2' - 8 1 / 2 " 5' - 7 1 / 2 " 2' - 8 " 2' - 8 " 5' - 7 1 / 2 " 2' - 8 1 / 2 " 12' - 2 1/2" 3" 26 ' - 1 0 1 / 4 " 3' - 5 3 / 4 " 9' - 1 3 / 4 " 3' - 6 " 36 ' - 1 1 3 / 4 " 3' - 4 3 / 4 " 9' - 1 3 / 4 " 3' - 4 1 / 2 " 26 ' - 1 1 1 / 2 " 7" 7" 2' - 8" 3" 7" 5' - 5 5/8" 2' - 8" 3 1 / 4 " 2' - 8" 2 1/2" 2 1/2" 5' - 5 5/8" 3 1 / 4 " 3" 2' - 8" 59' - 3"27' - 10"73' - 7 1/4"15' - 8"21' - 4"15' - 8"38' - 8 1/4" 2' - 8 1 / 2 " 2" 3' - 6"8' - 9 1/2"3' - 4 1/2" 3" 3" 5' - 7 1 / 2 " 2" 2" 12' - 2"3' - 6" 3"2' - 8 1 / 2 " 7 1/4" 7' - 5" 1' - 7 7/8" 7' - 5" 6 3/4" 2 1/2" 30 ' - 4 " 9' - 1 3 / 4 " 9' - 2 " 8' - 1 1 / 4 " 9' - 4 " 8' - 1 1 / 4 " 9' - 2 " 9' - 1 3 / 4 " 30 ' - 4 " 5 1 / 4 " 3 1 / 4 " 3" 7" 5 1 / 4 " 3 1 / 4 " 3" 7" 29 ' - 6 " 29 ' - 6 " 2 S502 ____________________ 1 S502 ____________________TYPTYP 3 S502 ____________________ TYP 2 S502 ____________________ 4 S502 ____________________ TYP 2 S502 ____________________ 7 S501 ____________________TYP 1 S502 ____________________TYP 1 S502 ____________________TYP 1 S502 ____________________TYP1 S502 ____________________ TYP 2 S502 ____________________ TYP 1 S502 ____________________ TYP 2 S502 ____________________ TYP 1 S502 ____________________TYP 1 S502 ____________________ TYP 1 S502 ____________________ TYP 2 S502 ____________________ TYP 7 S502 ____________________ 7 S502 ____________________ TYP 6 S502 ____________________TYP 7 S502 ____________________TYP 7 S502 ____________________ TYP7 S502 ____________________ TYP FC1.5 FS4.0FS4.0 DEPRESS FLOOR SLAB, SEE PLAN NOTE 11. DEPRESS FLOOR SLAB, SEE PLAN NOTE 11.DEPRESS FLOOR SLAB, SEE PLAN NOTE 11. DEPRESS FLOOR SLAB, SEE PLAN NOTE 11. DEPRESS FLOOR SLAB, SEE PLAN NOTE 11.DEPRESS FLOOR SLAB, SEE PLAN NOTE 11. FS2.5 FS2.5 FS2.5 CONTRACTOR TO CENTER FOOTING ON VOLLEYBALL POST SLEEVES, REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION 6 S501 ____________________TYP 6 S501 ____________________TYP 6 S501 ____________________TYP 6 S501 ____________________TYP 5 S501 ____________________ TYP AT STEP 5 S501 ____________________ TYP AT STEP 7 S501 ____________________TYP 7 S501 ____________________ TYP 2 S502 ____________________TYP FC1.5 CW-12 CW -12 FC 1 . 5 CW -12 FC 1 . 5 FC1.5 FC 1 . 5 FC 1 . 5 FC 1 . 5 FC1.5 FC2.0 FC2.0 FC 2 . 0 FC 2 . 0 CW -12 FC 1 . 5 CW-12 FC1.5 FC 1 . 5 CW -16 FC 1 . 5 FC 1 . 5 CW -12 FC2.0 FOOTING FOR VOLLEYBALL POST SLEEVE, SEE ARCHITECTURAL. TOP OF FOOTING: 99'-4" FOOTING FOR VOLLEYBALL POST SLEEVE, SEE ARCHITECTURAL. TOP OF FOOTING: 99'-4" 7 S502 ____________________ TYP 7 S502 ____________________ TYP 7 S502 ____________________ TYP7 S502 ____________________ TYP 7 S502 ____________________TYP FC 1 . 5 CW -12 CW -12 FC 1 . 5 FC 1 . 5 FC 1 . 5 FC 1 . 5 FC 1 . 5 FC1.5 FC2.0 FC2.0 FC1.5 CW-12 FC1.5 FC 2 . 0 FC2.0 FC 2 . 0 FC2.0 FC2.0 FS4.0 FS4.0 FS4.0 FS4.0 CW-12 FC1.5 CW-12 FC1.5 FC 1 . 5 CW -8 CW -16 FC 2 . 0 CW -16 FC 2 . 0 CW-16 FC2.0 FC 1 . 5 CW -18 FC 2 . 0 FC 1 . 5 CW -12 CW-16 FC1.5 CW-10 FC1.5 CW-8 FC1.5 1 S502 ____________________ TYP FC1.5 CW-14 CW-12 CW-10 CW -8 CW-12 FC1.5 CW-14 2 S502 ____________________TYP CW-10 FC1.5 FC1.5 5 S502 ____________________5 S502 ____________________ 6 S502 ____________________ 6 S502 ____________________ 5 S501 ____________________ 6 S502 ____________________6 S502 ____________________5 S501 ____________________ 6 S502 ____________________ TYP CW-8 CW-10 CW-10 CW-8 CW -8 CW -8 CW -8 CW -8 CW -8 CW -8 CW -8 CW-12 CW-12 CW-8 CW-10 3 S502 ____________________ 2 S502 ____________________ 3 S502 ____________________ 3 S502 ____________________ 3 S502 ____________________ 1 S502 ____________________ 3 S502 ____________________3 S502 ____________________5 S502 ____________________ 4 S502 ____________________ 4 S502 ____________________ 3 S502 ____________________5 S502 ____________________ 3 S502 ____________________ 4 S502 ____________________4 S502 ____________________ SEE PLAN NOTE 13, TYPICAL SEE PLAN NOTE 13, TYPICAL CONTRACTOR TO CENTER FOOTING ON WALLS FORMING CURTAIN AND PARTITION DOOR POCKET, TYPICAL CONTRACTOR TO CENTER FOOTING ON WALLS FORMING CURTAIN AND PARTITION DOOR POCKET, TYPICAL 2' - 0 " 2' - 0 " SC-1 FS3.0 SC-1 FS3.0 3 S502 ____________________ 3 S502 ____________________ 3' - 4 1/2"5' - 1 1/2" SEE KEYNOTE 20, TYPICALSEE KEYNOTE 20, TYPICAL SEE KEYNOTE 20, TYPICAL SEE KEYNOTE 20, TYPICAL FC1.5 FC1.5 ____________________ S503 2 FOOTING AND FOUNDATION PLAN NOTES : 1. SEE SHEET S602 FOR CONCRETE FOOTING SCHEDULE AND CONCRETE FOUNDATION WALL SCHEDULE. 2. VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT AND ENGINEER OF DISCREPANCIES FOUND. 3. INTERIOR CONCRETE FLOOR SLAB ON GRADE TO BE 4" THICK WITH #3 BARS AT 18" ON CENTER EACH WAY WITH 1" CLEAR TO TOP SURFACE. 4. NO CONTROL JOINTS ALLOWED IN INTERIOR CONCRETE SLAB ON GRADE UNLESS APPROVED BY ARCHITECT. 5. FINISH FLOOR ELEVATION IS 100'-0", UNLESS NOTED OTHERWISE. 6. SEE DETAIL 1/S501 FOR TYPICAL PIPE PERPENDICULAR AND PARALLEL TO FOOTING DETAIL. 7. SEE DETAIL 2/S501 FOR TYPICAL REINFORCING AT INTERSECTIONS IN CONCRETE WALLS. 8. SEE DETAIL 3/S501 FOR TYPICAL SILL PLATE BOLTING DETAIL. 9. SEE DETAIL 4/S501 FOR TYPICAL STEPPED FOOTING DETAILS. 10. SEE DETAIL 8/S501 FOR TYPICAL SLAB ON GRADE DETAIL. 11. DEPRESS FLOOR SLAB AS SHOWN ON PLANS FOR TILE/WOOD FLOOR SYSTEM. SEE 5/S501, AND 6/S502 FOR DETAIL AT STEP IN SLAB. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 12. RECESS FOUNDATION WALL 8" AT DOORWAYS AND POUR SLAB THRU OPENINGS. SEE 2/S502. 13. SEE DETAIL 9/S501 WHERE SPOT FOOTINGS AND CONTINUOUS FOOTINGS ARE PLACED AT DIFFERENT TIMES. 14. SEE DETAIL 10/S501 FOR TYPICAL FOOTING OVER COMPACTED STRUCTURAL FILL. 15. ALL DIMENSIONS TO STUD WALLS ARE TO FACE OF STUD WALL. 16. SPOT FOOTINGS ARE TO BE CENTERED UNDER COLUMN OR HOLD-DOWN. 17. TOP OF EXTERIOR FOOTING 97'-0" TYPICAL UNLESS NOTED OTHERWISE AT ALL EXTERIOR FOOTINGS. 18. TOP OF INTERIOR FOOTINGS 99'-6" TYPICAL UNLESS NOTED OTHERWISE AT ALL INTERIOR FOOTINGS. 19. SEE LEGEND ON S601 FOR SYMBOLS AND ABBREVIATIONS. 20. SEE 7/S501 FOR INTERIOR FOOTING AT EXTERIOR FOUNDATION WALL CONNECTION GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 0 : 5 7 P M S101 FOOTING AND FOUNDATION PLAN RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : 1/8" = 1'-0"S101 1FOOTING AND FOUNDATION PLAN NO R T H Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w D a m p p ro o fin g a n d w a te rp ro o fin g to c o m p ly w ith S e c tio n 1805 . G ra d e to s lo p e 6 ' in firs t 10'. ANCHOR BOLT, HOLD-DOWN AND WALL TYPE PLAN NOTES: 1. SEE DETAIL 1/S521 FOR TYPICAL TOP PLATE SPLICE DETAIL. 2. SEE DETAIL 2/S521 FOR TOP PLATE SPLICE PENETRATION SCHEDULE. 3. SEE DETAIL 3/S521 AND DETAIL 4/S521 FOR SHEAR WALL PENETRATIONS. 4. SEE WOOD BEAM SCHEDULE ON SHEET S603 FOR BEAM INFORMATION. 5. SEE SCHEDULES ON S603 AND S604 FOR WALL, ROOF FLOOR SHEATHING AND NAILING REQUIREMENTS. 6. FOR UNMARKED INTERIOR HEADERS, USE (3) 2x6 FOR 2x6 WALLS AND (2) 2x6 FOR 2x4 WALLS. USE (1) BEARING AND (1) KING STUD. 7. SEE DETAILS 5/S521, 6/S521, AND 7/S521 FOR BRACING AT NON-STRUCTURAL WALLS. 8. SEE SHEET S502 AND S503 FOR ANCHOR AND HOLD-DOWN DETAILS AND SCHEDULE. 9. SEE SHEET S603 FOR STRUCTURAL WOOD WALL SCHEDULE. 10. SEE SHEET S502 AND S503 FOR ADDITIONAL FOOTING AND FOUNDATION WALL INFORMATION AT WALL POP-OUTS. 11. SEE ARCHITECTURAL FOR NON-STRUCTURAL WALLS. 12. SEE LEGEND ON S601 FOR SYMBOLS AND ABBREVIATIONS. 13. WOOD SHEATHING APPLIED ON OUTSIDE FACE OF ALL EXTERIOR WALLS. 14. BUILT-UP COLUMN FOR BM-21, STEEPLE SUPPORT BEAMS. 1 2 3 4 5 6 7 8 9 10 11 12 12.31.3 12.612.7 A B C D E F G G.3 G.6 A.3 A.6 C.10 D.10 3' - 0 1/2"51' - 9 1/2"15' - 2"10' - 11"10' - 11"15' - 2"56' - 4 3/4"15' - 2"10' - 11"10' - 11"15' - 2"38' - 4"3' - 0 1/2"4' - 5 5/8"2' - 0" 3' - 0 1 / 2 " 2' - 6 1 / 2 " 29 ' - 6 " 9' - 8 " 9' - 4 " 12 ' - 4 " 12 ' - 4 " 9' - 4 " 9' - 8 " 29 ' - 6 " 2' - 6 1 / 2 " 3' - 0 1 / 2 " ____________________ S514 6 ____________________ S514 6TYP TYP ____________________ S514 6 TYP W6-D W6 -B W6 -B W6 -A W6-D W6-D W6-A W6 -B W8-B W6 -B W6 -B W6 -B W8-B W6-A W6 -A W8 -A W8 -C W6 -B W6 -B W6-D W6 -A W6 -D W6-A W6-A W6-A W4-A W4-A W4-A W4-A W6 -B W6 -A W6-A W6-D W6-D W6-D W1 0 -B W6 -B W1 0 -B W1 0 -B W1 0 -B W1 2 -A W1 2 -A W12-A W12-A W6 -B W8 -C W8 -A W8 -A W8-BW8-BW8-B W6-AW6-A W8-B W8-B W8-B W8-B W8-B W6-A W6-A W6-A W6-D W6 -A W6 -B W6 -C W6 -B W6-D W6-D W6-D W6-DW6-D W6-D W6 -B W6 -B W6-A W4-AW4-AW4-AW4-A ____________________ S502 11 ____________________ S502 11 ____________________ S502 11 ____________________ S502 10 ____________________ S502 10 SEE SHEET S105 FOR ROSTRUM FRAMING PLANSEE ARCHITECTURAL PLANS FOR REMOVABLE ROSTRUM WALL LOCATION AND DETAILSHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHOR____________________ S502 10 ____________________ S502 10 ____________________ S502 10 ____________________ S502 10HTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORHTT4(2) WALL STUDS5/8" DIAMETER ANCHORW8-A W8-A ____________________ S514 6 TYP GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 0 : 5 9 P M S102 ANCHOR BOLT, HOLD-DOWN, AND WALL TYPE PLAN RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : 1/8" = 1'-0"S102 2ANCHOR BOLT, HOLD-DOWN, AND WALL TYPE PLAN NO R T H Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1 2 3 4 5 6 7 8 9 10 11 12 12.31.3 12.612.7 A B C D E F G G.3 G.6 A.3 A.6 C.10 D.10 BM -1 BM -1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM-1 BM -1 BM -1 BM -19 BM -18 BM -18 BM -1 BM -1 BM-1BM-1BM-1BM-1BM-1 BM -2 BM-1BM-1BM-1BM-1BM-1BM-1BM-1BM-1BM-1BM-1BM-1 BM-1BM-1 BM-1BM-1BM-1BM-1 BM -1 BM -1 BM -13 BM-9 BM -1 BM -1 BM -1 BM -1 BM -13 BM-3 BM-9 BM-2BM-2 BM-2 BM-2 BM-2 BM-2 BM-2 BM-2 BM-2 BM-2 BM-8BM-9 BM-10 BM-10BM-9BM-10BM-10 BM-9 BM-9 BM-2 BM -2 BM -17 BM -2 BM -2 BM-3 BM-2BM-2BM-2 BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2 BM-2BM-2BM-2BM-8 BM -23 BM-5 BM-6 BM-3 BM -15 BM -15 BM-9 BM-10 BM-10 BM-9 BM-10 BM-10 BM-9 2x 1 0 A T 1 6 " O . C . BM -15 BM -23 BM-20 BM-20 5 S514 ____________________ 1 S513 ____________________1 S513 ____________________ 12 S513 ____________________ 1 S513 ____________________1 S513 ____________________ 12 S513 ____________________ 10 S513 ____________________ 10 S513 ____________________ BM -24 BM -24 BM -24 BM -24 BM -24 BM -24 BM -19 3 S513 ____________________3 S513 ____________________3 S513 ____________________ 3 S513 ____________________3 S513 ____________________3 S513 ____________________ 8 S513 ____________________10 S513 ____________________10 S513 ____________________ 2 S513 ____________________2 S513 ____________________2 S513 ____________________ 2 S514 ____________________ 2 S514 ____________________ BM -14 8 S513 ____________________ 1 S513 ____________________6 S513 ____________________ AT COVE LIGHTS 6 S513 ____________________ AT COVE LIGHTS 1 S513 ____________________ 6 S513 ____________________ AT COVE LIGHTS 6 S513 ____________________ AT COVE LIGHTS10 S513 ____________________ 3 S514 ____________________ 12 S513 ____________________12 S513 ____________________ 12 S513 ____________________12 S513 ____________________ BM-9 BM-9 BM-9BM-9 INSTALL HEADER OVER RECESSED SHELVING INSTALL HEADER OVER RECESSED SHELVING INSTALL HEADER OVER RECESSED SHELVING INSTALL HEADER OVER RECESSED SHELVING 1 S513 ____________________ BM-9 BM-9 BM-9BM-9 12 S513 ____________________ 12 S513 ____________________12 S513 ____________________ 12 S513 ____________________ STEP IN FLOOR 10 S513 ____________________ 12 S513 ____________________12 S513 ____________________ 12 S513 ____________________ 1 S513 ____________________ 8 S513 ____________________ 4 S513 ____________________ TYP BM -24 BM-24 2 S513 ____________________ TYP 4 S513 ____________________TYP 12 S513 ____________________ BM -15 9 S514 ____________________ BM-20 BM -25 BM -25 BM-20 BM-20 BM-20 BM -25 BM -25 BM -4 BM -4 BM -4 BM -4 BM-6 6 S524 ____________________6 S524 ____________________ GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 0 2 P M S103 EQUIPMENT PLATFORM FRAMING PLAN RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : 1/8" = 1'-0"S103 1EQUIPMENT PLATFORM FRAMING PLAN NO R T H EQUIPMENT PLATFORM FRAMING PLAN NOTES: 1. SEE SHEATHING TYPE AND NAILING SCHEDULE ON SHEET S604 FOR FLOOR SHEATHING AND NAILING REQUIREMENTS. 2. SEE ARCHITECTURAL FOR DIMENSIONS AND ELEVATIONS. EQUIPMENT PLATFORM LOADING DEAD LOAD = 15 psf LIVE LOAD = 40 psf TOTAL LOAD = 55 psf Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1 2 3 4 5 6 7 8 9 10 11 12 12.31.3 12.612.7 A B C D E F G G.3 G.6 A.3 A.6 C.10 D.10HIP GIRDERHIP GIRDERTR - 6 A T 2 4 " O . C . TR-4 AT 24" O.C. TR-4 AT 24" O.C. TR-1 AT 24" O.C. ____________________ S105 2 ____________________ S105 2____________________ S105 3 ____________________ S105 3 TR-2 AT 24" O.C. BM-11 BM-11BM-12 TR-3 AT 24" O.C. 24" O.C. TR-1 AT 24" O.C. TR-1 ATTR-3 AT 24" O.C. PROFILE SIMILAR TO TR-2 JACK TRUSSES PER MANUFACTURER PR O F I L E S I M I L A R T O T R - 6 JA C K T R U S S E S P E R M A N U F A C T U R E R PR O F I L E S I M I L A R T O T R - 6 JA C K T R U S S E S P E R M A N U F A C T U R E R PROFILE SIMILAR TO TR-2 JACK TRUSSES PER MANUFACTURER BM-11 BM-12 BM-11 OVERBUILD TRUSSES AT 24" O.C. PER TRUSS MANUFACTURER OVERBUILD TRUSSES AT 24" O.C. PER TRUSS MANUFACTURER BM-11 BM-11 8 S522 ____________________TYP 11 S523 ____________________ TR-2 TO CONTINUE LOCATE TRUSSES TO AVOID CONFLICT W/ BM-16 BEAMS -SEE S105 TYP TR-2 TO CONTINUE LOCATE TRUSSES TO AVOID CONFLICT W/ BM-16 BEAMS -SEE S105 3 S522 ____________________ 1 S522 ____________________ (2) TR-3 ____________________ S521 9 TYP OPP 6 S522 ____________________TYP 6 S522 ____________________ TYP 5 S523 ____________________ 3 S524 ____________________ 1 S524 ____________________ 6 S522 ____________________TYP 5 S523 ____________________ 3 S523 ____________________ SIM LOW 9 S522 ____________________ 9 S522 ____________________ ____________________ S521 9 TYP OPP FROM GRID 20'-0" 8 S522 ____________________TYP 11 S523 ____________________TYP 8 S522 ____________________TYP TYP 11 S523 ____________________ 8 S522 ____________________ TYP 11 S523 ____________________ TYP 8 S522 ____________________ TYP 11 S523 ____________________ TYP8 S522 ____________________ TYP TYP 11 S523 ____________________ ____________________ S521 9 TYP ____________________ S521 9 TYP 1 S523 ____________________1 S523 ____________________1 S523 ____________________1 S523 ____________________ 1 S522 ____________________1 S523 ____________________1 S523 ____________________1 S523 ____________________1 S523 ____________________ 6 S523 ____________________TYP 6 S523 ____________________ TYP 6 S523 ____________________TYP 6 S523 ____________________ TYP SIMPSON CMST12 FILL ALL NAIL HOLES W/ 10dx3" NAILS 8 S522 ____________________ 11 S523 ____________________ 2 S522 ____________________ 8 S521 ____________________8 S521 ____________________ SEE NOTE 10 SEE NOTE 11 SEE NOTE 10 SEE NOTE 11 BM-25 BM-25 BM-25 BM-25 BM-25 BM-25 BM -11 2 S522 ____________________ 2 S522 ____________________ 2 S522 ____________________2 S522 ____________________ 1 S522 ____________________ 1 S522 ____________________ 2 S522 ____________________ 2 S522 ____________________ 2 S522 ____________________ 5 S524 ____________________ 7 S524 ____________________ 5 S524 ____________________ 7 S524 ____________________ TR-1 AT 24" O.C. (4) TR-2 TRUSSES TO SUPPORT STEEPLE ____________________ S401 A BM-21 BM-21 BM-21BM-21 TR-7 AT 24" O.C. TR-7 AT 24" O.C. TR-7 AT 24" O.C.TR-7 AT 24" O.C. TR-2 AT 24" O.C. ROOF FRAMING PLAN NOTES : 1. SEE DETAIL 1/S521 FOR TYPICAL TOP PLATE SPLICE DETAIL. 2. SEE DETAIL 2/S521 FOR TOP PLATE SPLICE DETAIL FOR PIPES THAT PENETRATE TOP PLATES. 3. SEE DETAILS 3/S521 AND 4/S521 FOR SHEAR WALL PENETRATIONS. 4. SEE WOOD BEAM SCHEDULE ON S603 FOR BUILT-UP BEAM DETAIL. 5. SEE SCHEDULE ON SHEETS S603 AND S604 FOR WALL, ROOF, AND FLOOR SHEATHING AND NAILING REQUIREMENTS. 6. SEE ARCHITECTURAL PLANS FOR ROOF AND BEARING WALL ELEVATIONS. 7. FOR UNMARKED INTERIOR HEADERS, USE (3) 2x6 FOR 2x6 WALLS AND (2) 2x6 FOR 2x4 WALLS. USE (1) BEARING AND (1) KING STUD. 8. SEE 5/S521, 6/S521, AND 7/S521 FOR BRACING AT NON- BEARING WALLS. 9. ALL TRUSSES SPACED AT 2'-0" O.C., UNLESS NOTED OTHERWISE. 10. ADD 750# POINT LOAD TO EACH OF (6) TRUSSES SUPPORTING BASKETBALL STANDARD. 11. N/A 12. MULTI-PLY GIRDER TRUSS PER MANUFACTURER. SEE TR-1 PROFILE, 1/S201 FOR LOADING DIAGRAM. 13. SIMPSON CS14x16'-0" BELOW TRUSS TOP CHORD CENTERED ON GRID C. INSTALL BLOCKING BELOW PER 11/S402. 14. TYPE 1 BLOCKED DIAPHRAGM, SEE SCHEDULE E ON S604. 15. 2x6 JOIST AT 16" O.C. WITH LUS26 HANGER EACH END GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 0 9 P M S104 ROOF FRAMING PLAN RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s NO R T H SCALE : 1/8" = 1'-0"S104 1ROOF FRAMING PLAN Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n ROOF LOADING ASPHALT SHINGLES = 4.0 psf TRUSSES = 4.0 psf SHEATHING = 2.5 psf CEILING / INSULATION = 4.0 psf MECHANICAL = 1.0 psf LIGHTING = 1.0 psf COLLATORAL = 3.5 psf TOTAL DEAD LOAD = 20 psf ROOF LIVE LOAD = 20 psf SNOW LOAD = 40 psf TOTAL ROOF LOAD = 60 psf 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 10 11 C D E C.10 D.10 2x 1 2 A T 1 6 " O . C . 5 S511 ____________________ 1 S511 ____________________ 2 S511 ____________________ 1 S511 ____________________ 2 S511 ____________________ 7 S511 ____________________ 1 S511 ____________________ 9 S511 ____________________ 4 S511 ____________________ 9 S511 ____________________ 5 S511 ____________________ SIM 6 S511 ____________________ 8 S511 ____________________ 3 S511 ____________________ 3 S511 ____________________ 3 S511 ____________________ 7 8 9 10 11 F G G.3 G.6 TR - 5 A T 2 4 " O . C . TR-4 AT 24" O.C. 2x6 AT 24" O.C. 2x 1 0 A T 2 4 " O . C . 2x 1 0 A T 2 4 " O . C . 2x10 AT 24" O.C. 2 S523 ____________________4 S523 ____________________10 S523 ____________________7 S522 ____________________2 S523 ____________________ 6 S522 ____________________6 S522 ____________________ 4 S524 ____________________ 2 S524 ____________________ 9 S523 ____________________9 S523 ____________________ 3 4 G G.3 G.6 1 3/4" x 9 1/2" LVL AT 24" O.C. 2x 4 2x 4 TR - X A T 2 4 " O . C . 2 S524 ____________________ 2 S524 ____________________ 8 S523 ____________________7 S522 ____________________2 S523 ____________________2 S523 ____________________ GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 1 P M S105 ROSTRUM FRAMING AND ENLARGED ROOF OVERBUILD FRAMING PLANS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s ROSTRUM FRAMING PLAN NOTES: 1. SEE SHEATHING TYPE AND NAILING SCHEDULE ON SHEET S604 FOR FLOOR SHEATHING AND NAILING REQUIREMENTS. 2. SEE ARCHITECTURAL FOR DIMENSIONS AND ELEVATIONS. 3. SEE S102, NOTE 14, FOR COLUMN FORMATION. SCALE : 1/4" = 1'-0"S105 1ROSTRUM FRAMING PLAN ROSTRUM LOADING (ALL LEVELS) DEAD LOAD = 15 psf LIVE LOAD = 100 psf TOTAL LOAD = 115 psf SCALE : 1/4" = 1'-0"S105 2ROOF FRAMING PLAN SCALE : 1/4" = 1'-0"S105 3ROOF FRAMING PLAN ENLARGED ROOF FRAMING PLAN NOTES: 1. SEE S106 FOR GENERAL ROOF FRAMING NOTES. 2. TYPE 1 BLOCKED DIAPHRAGM, SEE SCHEDULE E ON S604. 3. TRUSS MANUFACTURER TO ADJUST TRUSS SPACING, WOOD STRENGTH, ETC. TO SUPPORT THE BALANCED SNOW AND DRIFT SNOW LOADS. CONTRACTOR AND TRUSS MANUFACTURER TO TAKE NOTE OF THE HEAVY DRIFT LOAD. DESIGN OF THIS TRUSS REQUIRES THOROUGH CONSIDERATION. 4. PROVIDE ONE TRIMMER STUD BELOW EACH PLY OF MULTI-PLY TRUSS. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w A B C D E F BALANCED SNOW/ROOF LIVE LOAD (plf.) TOP CHORD DEAD LOAD (plf.) WINDWARD LOAD (plf.) LEEWARD LOAD (plf.) LEEWARD EXTENT (FT'-IN" LOAD (plf.) BOTTOM CHORD LOAD (plf.) 80 20 25 45 8'-2"20 12 SEE ARCH LOAD DIAGRAM 3 - BOTTOM CHORD C D A LOAD DIAGRAM 2 - TOP CHORD A + B F TR-1 LOAD DIAGRAMS B CL CL LOAD DIAGRAM 1 - TOP CHORD TR-1 LOAD COMBINATIONS COMBINATION LOAD 1: LOAD DIAGRAMS 1,3 COMBINATION LOAD 2: LOAD DIAGRAMS 2,3 SYMMETRICAL ABOUT CENTERLINE NOTE: TRUSS TO SUPPORT LOADS AS SHOWN AND AS MIRRORED. 2x6 BETWEEN, AND FLUSH WITH, WEBS TO SUPPORT INSULATION SEE ARCH 12 2x6 MINIMUM TOP CHORD TR-1 TRUSS LOADS E GRID 9' - 0" ____________________ S523 1 CL 1. SEE S201 FOR GENERAL TRUSS NOTES. 11 S523 ____________________ TR-1 TRUSS NOTES: 21' - 8" PE R T R U S S M A N U F A C T U R E R E Q E Q 6 " 2x TOP CHORD DEPTH x 8'-0" LONG, DF#2 MEMBER TO BE ATTACHED IN FIELD TO SIDE OF TRUSS WITH 16d NAIL AT 6" O.C. STAGGERED SIMPSON A34 AT 48" O.C. WITH (8) 8d x 1 1/2" NAILS. STAGGER ON EACH SIDE OF PIGGYBACK TRUSS TR-9 LAID FLAT - SEE S207 NO SHEATHING ALLOWED BETWEEN TRUSSES PIGGYBACK TRUSS, PER TRUSS MANUFACTURER 2x6 MINIMUM TOP CHORD (2) 16d NAILS AT EACH TR-9 WEB S E E A R C H PLATE MUST BE 3"x5" MINIMUM BITE MUST BE 2 1/2" 2 1 / 2 " M I N 2 1 / 2 " M I N 2 1/2" M IN GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 1 P M S201 TRUSS ELEVATIONS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S201 TR-1 TRUSS ELEVATION 1 SCALE : NONE S201 2TYPICAL GUSSET TO TRUSS SCHEMATIC Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w A B C D E F BALANCED SNOW/ROOF LIVE LOAD (plf.) TOP CHORD DEAD LOAD (plf.) WINDWARD LOAD (plf.) LEEWARD LOAD (plf.) LEEWARD EXTENT (FT'-IN" LOAD (plf.) BOTTOM CHORD LOAD (plf.) 80 20 -- -- -- 20 12 SEE ARCH A + B LOAD DIAGRAM #2 - BOTTOM CHORD TR-2 LOAD DIAGRAMS LOAD DIAGRAM #1 - TOP CHORD F TR-2 LOAD COMBINATIONS COMBINATION LOAD 1: DIAGRAMS 1 AND 2 2x6 MINIMUM TOP CHORD TR-2 TRUSS LOADING 2x6 MINIMUM 3'-0" TOP CHORD TRUSS EXTENSION. SEE DETAIL 1/S523 PROVIDE VERTICAL LEG ON TRUSS TO TOP PLATE OF WALL. ATTACH TO TOP PLATES WITH SDWS SCREWS, SEE 1/S523 1. SEE S201 FOR GENERAL TRUSS NOTES 39' - 2" ____________________ S522 8 ____________________ S523 1 11 S523 ____________________ 6 S523 ____________________ TR-2 TRUSS NOTES: GRID GRID 2 1 1 / 2 " APPROXIMATELY 5' - 0" TRUSS MANUFACTURER TO DESIGN GIRDER TRUSS TR-3A WITH A POINT LOAD OF 1000lb DEAD AND 1500lb SNOW 26'-7" OR 28'-9", SEE PLAN A B C D E F BALANCED SNOW/ROOF LIVE LOAD (plf.) TOP CHORD DEAD LOAD (plf.) WINDWARD LOAD (plf.) LEEWARD LOAD (plf.) LEEWARD EXTENT (FT'-IN" LOAD (plf.) BOTTOM CHORD LOAD (plf.) 80 20 -- -- -- 20 12 SEE ARCH A + B LOAD DIAGRAM #2 - BOTTOM CHORD TR-2 LOAD DIAGRAMS LOAD DIAGRAM #1 - TOP CHORD F TR-2 LOAD COMBINATIONS COMBINATION LOAD 1: DIAGRAMS 1 AND 2 2x6 MINIMUM TOP CHORD TR-2 TRUSS LOADING 2x6 MINIMUM 3'-0" TOP CHORD TRUSS EXTENSION. SEE DETAIL 1/S523 PROVIDE VERTICAL LEG ON TRUSS TO TOP PLATE OF WALL. ATTACH TO TOP PLATES WITH SDWS SCREWS, SEE 1/S523 1. SEE S201 FOR GENERAL TRUSS NOTES 39' - 2" ____________________ S523 1 6 S523 ____________________ TR-2 TRUSS NOTES: GRID GRID 2 1 1 / 2 " 5 1/4" GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 1 P M S202 TRUSS ELEVATIONS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S202 TR-2 TRUSS ELEVATION 1 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n SCALE : NONE S202 TR-7 TRUSS ELEVATION 2 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w A B C D E F BALANCED SNOW/ROOF LIVE LOAD (plf.) TOP CHORD DEAD LOAD (plf.) WINDWARD LOAD (plf.) LEEWARD LOAD (plf.) LEEWARD EXTENT (FT'-IN" LOAD (plf.) BOTTOM CHORD LOAD (plf.) 80 20 25 45 8'-2"20 LOAD DIAGRAM 3 - BOTTOM CHORD C D A LOAD DIAGRAM 2 - TOP CHORD A + B F TR-3 LOAD DIAGRAMS B CL CL LOAD DIAGRAM 1 - TOP CHORD TR-3 LOAD COMBINATIONS COMBINATION LOAD 1: LOAD DIAGRAMS 1,3 COMBINATION LOAD 2: LOAD DIAGRAMS 2,3 NOTE: TRUSS TO SUPPORT LOADS AS SHOWN AND AS MIRRORED. TR-3 TRUSS LOADS E ____________________ S523 1 CL 1. SEE S201 FOR GENERAL TRUSS NOTES. 11 S523 ____________________ TR-3 TRUSS NOTES: 12 SEE ARCH SYMMETRICAL ABOUT CENTERLINE 2x6 BETWEEN, AND FLUSH WITH, WEBS TO SUPPORT INSULATION SEE ARCH 12 2x6 MINIMUM TOP CHORD GRID 9' - 0" 21' - 8" PE R T R U S S M A N U F A C T U R E R E Q E Q 6 " 2x TOP CHORD DEPTH x 8'-0" LONG, DF#2 MEMBER TO BE ATTACHED IN FIELD TO SIDE OF TRUSS WITH 16d NAIL AT 6" O.C. STAGGERED SIMPSON A34 AT 48" O.C. WITH (8) 8d x 1 1/2" NAILS. STAGGER ON EACH SIDE OF PIGGYBACK TRUSS TR-9 LAID FLAT - SEE S207 NO SHEATHING ALLOWED BETWEEN TRUSSES PIGGYBACK TRUSS, PER TRUSS MANUFACTURER 2x6 MINIMUM TOP CHORD (2) 16d NAILS AT EACH TR-9 WEB S E E A R C H GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 2 P M S203 TRUSS ELEVATIONS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE: NTS1TR-3 TRUSS ELEVATION Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 12 SEE ARCH 2x6 MINIMUM TOP CHORD ____________________ S523 9 2 1 1 / 2 " A B C D E F BALANCED SNOW/ROOF LIVE LOAD (plf.) TOP CHORD DEAD LOAD (plf.) WINDWARD LOAD (plf.) LEEWARD LOAD (plf.) LEEWARD EXTENT (FT'-IN" LOAD (plf.) BOTTOM CHORD LOAD (plf.) 80 20 25 50 7'-3"20 A + B F CL COMBINATION LOAD 1: DIAGRAMS 1,3 COMBINATION LOAD 2: DIAGRAMS 2,3 A B CL TR-4 LOAD COMBINATIONS LOAD DIAGRAM #2 - TOP CHORD TR-4 LOAD DIAGRAM LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #3 - BOTTOM CHORD NOTE: TRUSS TO SUPPORT LOADS AS SHOWN AND AS MIRRORED. TR-4 TRUSS LOADING CL D C 1. SEE S201 FOR GENERAL TRUSS NOTES TR-4 TRUSS NOTES E GRID 2x6 MINIMUM PROVIDE VERTICAL LEG ON TRUSS TO TOP OF WALL. ATTACH TO TOP PLATES WITH SDWS SCREWS, SEE 1/S523 ____________________ S523 1 6 S523 ____________________ 3'-0" TOP CHORD TRUSS EXTENSION. SEE DETAIL 1/S523 20' - 11" GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 2 P M S204 TRUSS ELEVATIONS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S204 TR-4 TRUSS ELEVATION 1 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 12 SEE ARCH 2x10 MINIMUM TOP CHORD 11' - 4 1/2" ____________________ S523 9 A B C D E F BALANCED SNOW/ROOF LIVE LOAD (plf.) TOP CHORD DEAD LOAD (plf.) WINDWARD LOAD (plf.) LEEWARD LOAD (plf.) LEEWARD EXTENT (FT'-IN" LOAD (plf.) BOTTOM CHORD LOAD (plf.) 80 20 25 50 7'-3"20 A + B F CL COMBINATION LOAD 1: DIAGRAMS 1,3 COMBINATION LOAD 2: DIAGRAMS 2,3 A B CL TR-5 LOAD COMBINATIONS LOAD DIAGRAM #2 - TOP CHORD TR-5 LOAD DIAGRAM LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #3 - BOTTOM CHORD NOTE: TRUSS TO SUPPORT LOADS AS SHOWN AND AS MIRRORED. TR-5 TRUSS LOADING CL D C 1. SEE S201 FOR GENERAL TRUSS NOTES TR-5 TRUSS NOTES E TRUSS BLOCKING AT TR-6 AND TR-7 DO NOT REQUIRE NOTCH GRID GRID 2x6 MINIMUM GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 2 P M S205 TRUSS ELEVATIONS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S205 TR-5 TRUSS ELEVATION 1 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 12 38'-8 3/4" ____________________ S523 9 21 1/2" TRUSS BLOCKING AT TR-6 AND TR-7 DO NOT REQUIRE NOTCH A B C D E F BALANCED SNOW/ROOF LIVE LOAD (plf.) TOP CHORD DEAD LOAD (plf.) WINDWARD LOAD (plf.) LEEWARD LOAD (plf.) LEEWARD EXTENT (FT'-IN" LOAD (plf.) BOTTOM CHORD LOAD (plf.) 80 20 25 50 7'-3"20 A + B F CL COMBINATION LOAD 1: DIAGRAMS 1,3 COMBINATION LOAD 2: DIAGRAMS 2,3 A B CL TR-6 AND TR-7 LOAD COMBINATIONS LOAD DIAGRAM #2 - TOP CHORD TR-6 AND TR-7 LOAD DIAGRAM LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #3 - BOTTOM CHORD NOTE: TRUSS TO SUPPORT LOADS AS SHOWN AND AS MIRRORED. TR-6 AND TR-7 TRUSS LOADING CL D C 1. SEE S201 FOR GENERAL TRUSS NOTES TR-6 AND TR-7 TRUSS NOTES E SEE ARCH 2x6 MINIMUM 2x6 MINIMUM TOP CHORD GRID GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 3 P M S206 TRUSS ELEVATIONS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S206 TR-6 TRUSS ELEVATION 1 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w PE R T R U S S S U P P L I E R 2' - 0 " T Y P I C A L PER TRUSS SUPPLIER TOP CHORD OF CAP TRUSS BOTTOM CHORD OF CAP TRUSS TRUSS TRUSS ATTACH TR-9 CAP TRUSS MEMBERS TO EACH SUPPORTING TRUSS CHORD BELOW WITH (2) 16d NAILS TR-9 CAP TRUSS MUST HAVE CAPACITY TO TRANSFER A FORCE EQUAL TO 2% OF EACH TOP CHORD FORCE IN TRUSS BELOW FROM THE BOTTOM CHORD OF THE TR-9 CAP TRUSS TO TOP CHORD OF THE TR-9 CAP TRUSS TR-9 TRUSS NOTES: 1. SEE S201 FOR GENERAL TRUSS NOTES GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 3 P M S207 TRUSS ELEVATIONS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S207 1TR-9 CAP TRUSS ELEVATION Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 2 S401 ____________________ 7 S401 ____________________ ROOF SHEATHING HSS 4 x 4 x 1/4 SUPPORT TUBE SIMPSON STRAP TO EXTEND TO WALL. INSTALL UNDER HSS TUBE SUPPORT BASE PLATE AND UNDER SHEATHING, NAILING NOT REQUIRED UNDER BASE PLATE BUCKET - SEE 2/S401 MULTIPLE PREFABRICATED TRUSS SEE ARCH STONE VENEER - SEE ARCH 6 1/2"6"3" INSULATION - SEE ARCH EXTEND BUCKET TO PLATE ATTACHED TO TRUSS STONE VENEER - SEE ARCH STEEL PLATES CENTERED ON WOOD COLUMN THRU BOLTS - SEE 1/S402 WOOD COLUMN HSS TUBE - SEE A/S401 BASE PLATE - SEE A/S401 WOOD BEAM - SEE A/S401 BUCKET - SEE 2/S401 5/16" 3" 6" 4 1 / 2 " 3 1 / 2 " 2" 4" 6" 3"3" STEEPLE PLATFORM 4x6 BLOCKING - SEE 7/S523 5/16" W6-B 16d AT 6"o.c. STAGGERED ROOF SHEATHING SHAPED 2x6 JOIST AT 16"o.c., DOUBLE PITCHED, SEE ARCH 16d NAIL AT 6"o.c. TOENAILED 16d NAIL AT 6"o.c. TOENAILED 3" T.O.STEEL SEE ARCH HSS TUBE - SEE 1/S401 BASE PLATE PER A/S401 ROOF SHEATHING (4) 1/4" DIAMETER x 6" SIMPSON SDS (2) EACH SIDE OF BEAM - STAGGERED WOOD BEAM STEEL BUCKET 1/4" BENT PLATE 3/16" 3/16" TYP 3/8" PLATE 3" 2" 7 1 /2 " 7 1 /2 " 1/2" 3 1 /2 "3 1 /2 " 14 " AS R E Q ' D LUS24 AT EACH BLOCK, ATTACH TO TRUSS WITH (4) 10d AND (2) 10d TO BLOCK 2x6 BLOCK AT 16"o.c. PREFABRICATED WOOD TRUSS SIMPSON LUS 210 HANGER AT EACH JOIST - ATTACH TO TRUSS WITH (8) 10d x 3 NAILS AND TO JOIST WITH (4) 10d x 3" NAILS 2x FRAMING - SEE A/S401 ROOF SHEATHNG 16d AT 6"o.c. STAGGERED (2) 16d NAILS AT 16" ON CENTER (3) 2x10 - SEE A/S401 (3) WOOD WALL STUDS UNDER (3) 2x10 WOOD STUD WALL TOP PLATE OUTLOOKER - SEE A/S401 AND SHEET S105 OUTLOOKER - SEE A/S401 (3) 2x10 WOOD STUD WALL ROOF SHEATHING - SEE SCHEDULE 1/4 1/4TYP AT ALL HSS TUBES HSS TUBES - SEE A/S401 1/4" 1/4"TYP AT ALL HSS TUBES ROOF SHEATHING HSS TUBES - SEE 1/S401 2x10 LEDGER WITH (4) 16d NAILS TO EACH STUD WOOD STUD WALL STONE VENEER - SEE ARCH WOOD SHEATHING (WHERE OCCURS) 2x FULL DEPTH BLOCKING BETWEEN STUDS WITH 16d AT 6"o.c. LEDGER TO BLOCK EDGE NAILING BOUNDARY NAILING EDGE NAILING ROOF SHEATHING SHAPED 2x6 JOIST AT 16"o.c., DOUBLE PITCHED - SEE ARCH BLOCKING BETWEEN STUDS - SEE 1/S401 WOOD STUD WALL WOOD BEAM TRUSS TOP CHORD (20) 1/4" DIA x 6" SIMPSON SDS SCREWS ((10) EACH SIDE) PL 3/8"x8"xREQ'D ROOF SHEATHING SIMPSON STRAP - SEE 1/S401, S105, AND A/S401 1/4" 1 1 /2 " 2 "2 "2 "2 " 3 " STAGGER SCREWS IN ROW BY 1" MINIMUM 12 12.3 12.6 12.7 D 12 12.3 12.6 12.7 D SIMPSON CMST12 STRAP ABOVE BLOCKING, EXTEND STRAP TO FACE OF WALL, SEE S105. FILL ALL HOLES WITH 10d x 3" NAILS NOTES: 1. SEE ARCH FOR STEEPLE ELEVATIONS AND SECTIONS. 2. SEE ARCH FOR LOCATION AND DETAIL AT LIGHTNING CABLE PENETRATION. 3. COAT STEEL WITH 'DUPONT CORLAR 2.1 ST' BY DUPONT OR EQUAL. PROVIDE PERMANENT WATERPROOF FINISH. 4. SEE ARCHITECT FOR WALLS ABOVE. SIMPSON CMST12 STRAP ABOVE BLOCKING, EXTEND STRAP TO FACE OF WALL, SEE S105. FILL ALL HOLES WITH 10d x 3" NAILS PREFABRICATED TRUSS -BOLT TOP CHORDS TOGETHER WITH 1/2" DIA BOLTS AT 32"o.c. WITH 1/4"x3"x0'-3" WASHER PLATE EACH SIDE. SPIKE BOTTOM CHORDS AND WEBS TOGETHER WITH (2) SIMPSON 6" SDW SCREWS SPACED AT 16"o.c. AT CONTRACTORS OPTION, MAY SUBSTITUTE (3) ROWS OF SIMPSON 6" SDW SCREWS SPACED AT 16"o.c. FOR TOP CHORD ATTACHMENT (3) 2x10 UNDER WALL (3) 2x10 UNDER WALL BASEPLATE 1/2"x14"x1'-0" WITH (6) 7/8"x1 1/2" SLOTTED HOLES AND (6) 3/4" DIAMETER BOLTS WITH LOCK WASHERS. WELD PLATE TO HSS TUBES, TYPICAL WOOD STUD WALL (2) 2x10 AT RIDGE - SEE 2/S402 HSS 4 x 4 x 1/4 TYPICAL (4) TR-1 TRUSS STEEPLE -SEE S105 1 S401 ____________________ 7 S522 ____________________ 3 S401 ____________________ 2 S401 ____________________ 2x 1 0 A T 1 6 " O . C . 1 S402 ____________________ 1 S402 ____________________ 2 S402 ____________________ 2x10 LEDGER 6 S401 ____________________ TYP 5 S401 ____________________ 4 S401 ____________________ OPP 4 S401 ____________________3 S402 ____________________ GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 4 P M S401 STEEPLE PLATFORM FRAMING AND DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n SCALE : NONE S401 CONNECTION AT TRUSS 1 SCALE : NONE S401 2BASE PLATE CONNECTION AT WOOD BEAM SCALE : NONE S401 3STEEPLE DETAIL AT JOIST SCALE : NONE S401 4BEAM BEARING AT STEEPLE SCALE : NONE S401 5WALL DETAIL AT STEEPLE SCALE : NONE S401 6DETAIL AT STEEPLE SCALE : NONE S401 7 WOOD BEAM CONNETION TO GIRDER TRUSS SCALE : 3/4" = 1'-0"S401 AENLARGED ROOF FRAMING PLAN 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 2' - 10"1' - 8" 4' - 6" OF BUILDING TOP OF BEAM WALL SHEATHING (WHERE OCCURS) (4) 7/8"Ø THRU BOLTS - DESTROY THREADS BEYOND NUT 2x FULL DEPTH BLOCKING BETWEEN STUDS WITH 16d AT 6"o.c. - LEDGER TO BLOCK (4) 7/8" Ø THRU BOLTS - DESTROY THREADS 1/4" x 11 x REQ'D WIDE PLATES CENTERED ON WOOD COLUMN WOOD COLUMN 2x10 LEDGER ROOF SHEATHING TOP PLATES ROOF SHEATHING SHAPED 2x6 JOIST AT 16"o.c., DOUBLE PITCHED, SEE ARCH (2) OUTSIDE STUDS EACH SIDE OF COLUMN SUPPORTING BEAM. INTERIOR OF (2) STUDS TO BE CUT SHORT TO AVOID HARDWARE. OUTSIDE OF (2) STUDS TO EXTEND CONTINUOUSLY TO TOP PLATES SECTION A A HSS SUPPORT TUBE BEYOND - SEE A/S401 AND 1/S401 WOOD BEAM - SEE A/S401 SIMPSON LUS 210 - ATTACH TO LEDGER WITH (8) 10d x 3 NAILS AND TO JOIST WITH (4)10d NAILS 2x10 LEDGER WITH (4) 16d NAILS TO EACH STUD WOOD STUD WALL 2x FULL DEPTH BLOCKING BETWEEN STUDS WITH 16d AT 6"o.c. LEDGER TO BLOCKS EDGE NAILING BOUNDARY NAILING BLOCKING AT RIDGE ROOF SHEATHINGSHAPED 2x6 JOIST AT 16"o.c., DOUBLE PITCHED, SEE ARCH 16d NAIL AT 6"o.c. TOENAILED WOOD STUD WALL BLOCKING BETWEEN STUDS - SEE 1/S401 (3) 2x10 UNDER 2x6 WALL ROOF SHEATHING 2x10 LEDGER - SEE A/S401 2x10 OUTLOOKERS SIMPSON HUS210-3TF, ATTACH TO LEDGER WITH (14) 16d x 3" NAILS AND TO BEAM WITH (6) 16d x 3" NAILS GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 5 P M S402 STEEPLE DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n SCALE : 1" = 1'-0"S402 1DETAIL AT STEEPLE - FRONT WALL SCALE : NONE S402 2ROOF FRAMING AT STEEPLE SCALE : NONE S402 3(3) 2x10 BEAM TO TRUSS 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w PIPE CROSSING FOOTING / FOUNDATION WALL PIPE PARALLEL TO FOOTING CONCRETE OR CMU FOUNDATION WALL (2) #4 x 24" ABOVE & BELOW SLEEVE IN FOUNDATION WALLS - ONE ON EACH FACE BOTTOM OF FOOTING THICKEN FOOTING WHERE PIPE IS LESS THAN 24" BELOW BOTTOM OF FOOTING PIPE TO CLEAR SLEEVE BY 1" ALL AROUND NO DIGGING FOR PIPE TRENCH PARALLEL TO FOOTING WITHIN THIS BOUNDARY 1 2 UTILITY TRENCHES BACK FILL AND COMPACT PER SPECIFICATIONS NOTE: TYPICAL FOUNDATION WALL REINFORCING NOT SHOWN FOR CLARITY. NO PIPES ALLOWED TO PASS THROUGH FOOTINGS OR GRADE BEAMS 4" MIN. 24" MAX. SL E E V E 5" SL E E V E 12"12" EX C E E D S 1 ' - 6 " PR O V I D E T Y P I C A L F O O T I N G ST E P I F T H I S D I M E N S I O N FOR LOCATION 2'-0" MIN. - SEE CIVIL INTERSECTION CORNER INTERSECTION CORNER DOUBLE MAT SINGLE MAT ALTERNATE BENDS - TYP. NOTES: 1. ℓs = BAR OVERLAP LENGTH -SEE REBAR BAR OVERLAP SCHEDULE ON S602 2. VERTICAL BARS NOT SHOWN FOR CLARITY 3. THIS DETAIL IS APPLICABLE AT ALL FOUNDATION WALLS ℓsℓsℓs ℓs ℓs ℓs ℓs 'D' 'W ' NOTE: ANY SEGMENT OF BASE PLATE SHALL HAVE A MIN OF (2) ANCHOR BOLTS. IF BOTTOM PLATE IS NOTCHED - EXTRA BOLT SHALL BE INSTALLED INTO CONCRETE NOTE: SEE PLANS AND WOOD WALL SCHEDULE FOR ANCHOR BOLT SIZE, SPACING AND LOCATION D= 9" MAXIMUM OR 7 BOLT DIAMETERS MINIMUM WHERE SILL PLATE IS DRILLED OR NOTCHED MORE THAN 1/3 WIDTH - INSTALL ANCHOR BOLTS EACH SIDE 'D''D' 'D' 'D' CONCRETE FOUNDATION WALL SEE SCHEDULE A/S603 FOR LOCATION OF ANCHOR AND WASHER REQUIREMENTS 1 1 FOOTING OUTLINE FOOTING REINF. (TOP STEEL WHERE OCCURS) TYP. FOUNDATION REINFORCEMENT (2) #6 DOWELS (@ CONCRETE FOUND. WALLS ONLY) TYP. FOUNDATION REINFORCEMENT T = FOOTING THICKNESS H = FOOTING STEP HEIGHT 30" NOTES : 1. FOUNDATION REINFORCING NOT SHOWN FOR CLARITY. 2. SEE FOOTING SCHEDULE FOR FOOTING WIDTH AND REINFORCING SIZE AND LOCATION. ALL FOOTING REINFORCING REFERENCED IN THE SCHEDULE OR SHOWN IN THE DETAILS MUST RUN CONTINOUS THROUGH THE FOOTING STEP. 2 x 'H' M IN . 'T' 'T ' 24 " M A X . ( U . N . O . ) 'H ' 24" 24" MIN . WOOD STUD WALL (WHERE OCCURS) - SEE ARCH CONCRETE SLAB ON GRADE DEPRESS FLOOR SLAB FOR FLOOR SYSTEM - SEE ARCH AGGREGATE BASE UNDER VAPOR RETARDER - SEE SPECIFICATIONS VAPOR RETARDER - SEE SPECIFICATIONS 1 1 WOOD STUD WALL - SEE ARCH CONCRETE SLAB ON GRADE CONCRETE FOUNDATION WALL DOWEL FROM CONCRETE WALL INTO FOOTING. AT CONTRACTORS OPTION: DRILL AND EPOXY REBAR W/ 8" MIN EMBEDMENT CONCRETE FOOTING (2) #4 BARS W/ 18" EXTENDED TO WITHIN 3" OF BOTTOM OF FOOTING INTERIOR FOOTING TO BEAR ON FOOTING BELOW INTERIOR FOOTING FOOTING REINFORCEMENT CONCRETE SLAB ON GRADE SILL PLATE AND ATTACHMENT EXTEND CONCRETE FOOTING 3'-0" MIN BRICK VENEER - SEE ARCHITECTURAL INSULATION - SEE ARCHITECTURAL INCREASE ANCHOR BOLT EXTENSION AT 3x SILL PLATE #4 AT 12" O.C. 2'-0" MIN 2'-0" MIN BOTTOM OF CONCRETE SLAB ON GRADE WOOD STUD WALL SILL PLATE AND ATTACHMENT TOP OF CONTINUOUS FOOTING SLAB AND FOOTING IF PLACED SEPARATELY, THIS LINE DOES NOT EXIST IF SLAB AND CONTINUOUS FOOTING PLACED AT THE SAME TIME CONCRETE SLAB BREAK OUT BAR TO MATCH FOOTING AND SIZE OF CONTINUOUS FOOTING CONTINUOUS FOOTING CONCRETE FOOTING SHOWN AS PLACED BEFORE CONTINUOUS FOOTING IS PLACED FOOTING REINFORCING #5 BAR AT 16" O.C. CONCRETE SLAB ON GRADE FOR SPACING SEE NOTES 6" FOR SPACING SEE NOTES 1" CLEAR CONCRETE SLAB ON GRADE FOR SPACING SEE NOTES 1" CLEAR 0.25t 0.15t CONSTRUCTION JOINT FINISH FLOOR GRADE T.O.F. CO M P A C T I O N I N F O R M A T I O N SE E S P E C I F I C A T I O N S F O R SE E P L A N COMPACTION INFORMATION SEE SPECIFICATIONS FOR COMPACTED STRUCTURAL FILL SUITABLE UNDISTURBED NATIVE SOIL - SEE SPECIFICATIONS NOTE: SEE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR NATIVE SOIL AND COMPACTED STRUCTURAL FILL. SEE NOTES ON S101 GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 6 P M S501 FOUNDATION DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S501 TYPICAL PIPE PERPENDICULAR AND PARALLEL TO FOOTING 1 SCALE : NONE S501 2 TYPICAL REINFORCING AT INTERSECTIONS IN CONCRETE WALLS SCALE : NONE S501 3TYPICAL SILL PLATE BOLTING DETAIL SCALE : NONE S501 4TYPICAL STEPPED FOOTING SCALE : NONE S501 5 TYPICAL NON-STRUCTURAL WOOD STUD WALL AT DEPRESSED CONCRETE SLAB ON GRADE SCALE : NONE S501 6 TYPICAL NON-STRUCTURAL STUD AT SLAB ON GRADE SCALE : NONE S501 7 TYPICAL FOOTING STEP AT EXTERIOR FOUNDATION WALL SCALE : NONE S501 9 TYPICAL CONNECTION OF SPOT TO CONTINUOUS FOOTING WHEN FTGS PLACED AT DIFFERENT TIMES SCALE : NONE S501 8TYPICAL SLAB ON GRADE DETAILS SCALE : NONE S501 10TYPICAL FOOTING OVER COMPACTED STRUCTURAL FILL Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w WOOD SHEATHING SEE ARCHITECT FOR REVEAL CONCRETE FOUNDATION WALL SILL PLATE AND ATTACHMENT CONCRETE SLAB ON GRADE CONCRETE FOOTING EDGE NAILING DOWEL VERTICAL REINFORCING INTO FOOTING AND EXTEND TO WITHIN 3" OF BOTTOM OF FOOTING - TYPICAL WOOD STUD WALL RIGID INSULATION - SEE ARCHITECTURAL INSULATION VAPOR RETARDER - SEE SPECIFICATIONS AGGREGATE BASE UNDER VAPOR RETARDER - SEE SPECIFICATIONS SEE ANCHOR BOLT PLATE WASHER DETAIL ON SCHEDULE A OF S603 FOR ANCHOR LOCATION AND PLATE LOCATION REQUIREMENTS WALL BATT INSULATON PER ARCHITECTURAL - TYPICAL ALL EXTERIOR WALLS INCREASE ANCHOR BOLT EXTENSION AT 3x SILL PLATE CULTURED STONE VENEER PER ARCH EXTERIOR CONCRETE FLATWORK (WHERE OCCURS) SEE CIVIL CONCRETE FOUNDATION WALL INTERIOR CONCRETE SLAB ON GRADE #4 DOWELS @ 24"o.c. STEP CONTINUOUS TOP BARS BELOW RECESS CONCRETE FOOTING 24" 3 1 DOWEL VERTICAL REINFORCING INTO FOOTING AND EXTEND TO WITHIN 3" OF BOTTOM OF FOOTING - TYPICAL 8" THICKENED EXTERIOR SLAB, SEE ARCH 16" WOOD SHEATHING EDGE NAILING - TYPICAL CONCRETE FOUNDATION WALL DOWEL VERTICAL REINFORCING INTO FOOTING AND EXTEND TO WITHIN 3" OF BOTTOM OF FOOTING - TYPICAL WOOD STUD WALL SILL PLATE AND ATTACHMENT CONCRETE SLAB ON GRADE CONCRETE FOOTING REINFORCING IN WALL CONTRACTOR TO SHEATH THIS SIDE OR PROVIDE BLOCKING AT 4'-0" O.C. INCREASE ANCHOR BOLT EXTENSION AT 3x SILL PLATE RIDGED INSULATION SEE ARCHITECTURAL CULTURED STONE VENEER PER ARCH EXTERIOR CONCRETE FLATWORK (WHERE OCCURS) SEE CIVIL CONCRETE FOUNDATION WALL INTERIOR CONCRETE SLAB ON GRADE #4 DOWELS @ 24"o.c. STEP CONTINUOUS TOP BARS BELOW RECESS CONCRETE FOOTING 24" 3 1 DOWEL VERTICAL REINFORCING INTO FOOTING AND EXTEND TO WITHIN 3" OF BOTTOM OF FOOTING - TYPICAL 8" THICKENED EXTERIOR SLAB, SEE ARCH 16" WOOD SHEATHING SILL PLATE AND ATTACHMENT EDGE NAILING WOOD STUD WALL INSULATION SEE ANCHOR BOLT PLATE WASHER DETAIL ON SCHEDULE A OF S603 FOR ANCHOR LOCATION AND PLATE LOCATION REQUIREMENTS WALL BATT INSULATION PER ARCHITECTURAL - TYPICAL ALL EXTERIOR WALLS SIDING RIDGID INSULATION- SEE ARCHITECTURAL EDGE NAILING CONCRETE FOOTING CONCRETE FOUNDATION WALL CONCRETE SLAB ON GRADE SILL PLATE AND ATTACHMENT WOOD SHEATHING (WHERE OCCURS) WOOD STUD WALL INCREASE ANCHOR BOLT EXTENSION AT 3x SILL PLATE RIDGID INSULATION - SEE ARCHITECTURAL CULTURED STONE VENEER PER ARCH WOOD SHEATHING (WHERE OCCURS) WOOD STUD WALL SILL PLATE AND ATTACHMENT, ANCHOR BOLT OR SHOT PIN AS REQUIRED, SEE WALL SCHEDULE EDGE NAILING CONCRETE SLAB ON GRADE STUD WALL (WHERE OCCURS) DEPRESS FLOOR SLAB FOR FLOOR SYSTEM - SEE ARCHITECTURAL DOUBLE PLATE AT WALL IN RECESS EM B E D M E N T AN C H O R B O L T INCREASE ANCHOR BOLT EXTENSION AT 3x SILL PLATE WOOD SHEATHING (WHERE OCCURS) WOOD STUD WALL SILL PLATE AND ATTACHMENT, ANCHOR BOLT OR SHOT PIN AS REQUIRED, SEE WALL SCHEDULE EDGE NAILINGCONCRETE SLAB ON GRADE - SEE PLAN CONCRETE FOOTING EM B E D M E N T AN C H O R B O L T INCREASE ANCHOR BOLT EXTENSION AT 3x SILL PLATE SIMPSON HOLD DOWN MODEL NO. ATTACHMENT1 FASTENERS EMBEDMENT DEPTH3 ANCHOR BOLT1,6 HDU11-SDS2.5 (30) SDS 1/4" x 6"1'-6"1" Ø A36 ROD WITH DOUBLE5 NUT AND WASHER HOLD-DOWN ANCHOR ATTACHMENT2 NOTES: 1. ALL FASTENERS FOR PRESERVATIVE AND TREATED WOOD SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE OR COPPER, UNLESS WOOD IS BORATE TREATED. EXCEPTION: PLAIN CARBON STEEL FASTENERS, INCLUDING NUTS AND WASHERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD INSTALLED IN AN INTERIOR, DRY ENVIRONMENT ARE PERMITTED. 2. ALL WOOD COLUMNS TO BE NAILED OR BOLTED TOGETHER PER SCHEDULE ON S603 PRIOR TO HOLD-DOWN INSTALLATION. 3. EMBEDMENT DEPTH, ℓe, IS TO BE FROM TOP OF FOUNDATION WALL OR BOTTOM OF SLAB ON GRADE. 4. SEE 6/S503 AND 9/S503 FOR PIER REINFORCING. 5. ENSURE THAT AT LEAST (1) #4 BAR, FOUNDATION VERTICAL REINFORCING BAR, IS WITHIN 6" OF THE ANCHOR BOLT. IF VERTICAL BAR IS NOT PRESENT, ADD AT LEAST (1) #4 BAR VERTICAL DOWEL, EMBEDDED IN FOOTING PER 1/S502. 6. HOLD-DOWN ANCHORS TO BE CENTERED IN STUD WALL. HDU14-SDS2.5 (36) SDS 1/4" x 6"1'-6"1" Ø A36 ROD WITH DOUBLE NUT4 AND 3"x3"x1/2" PLATE WASHER HDU5-SDS2.5 (12) SDS 1/4" x 2 1/2"1'-0"5/8" DIAMETER A36 ROD WITH DOUBLE NUT AND WASHER WOOD-WALL STUD SILL PLATE ANCHOR BOLT - SEE 8/S502 HOLD-DOWN, CENTER IN WALL OF WOOD COLUMN WALL SHEATHING HOLD-DOWN, CENTER IN WOOD STUD WALL INSULATION FOUNDATION WALL BELOW BRICK VENEER - SEE ARCH WOOD COLUMN - SEE WOOD BEAM SCHEDULE ON SHEET S603 FOR BUILT UP COLUMN FASTENING REQUIREMENTS.(1) STUD ON EITHER SIDE OF COLUMN TO EXTEND TO TOP OF WALL, SEE 4/S401 DISTRIBUTE EDGE NAILING EVENLY INTO EACH PLY EQ EQ SEE 6/S503 FOR PIER REINFORCING 7" A SECTION A GRID GRID A WALL SHEATHING - WHERE OCCURS WALL STUDS DISTRIBUTE EDGE NAILING EVENLY INTO EACH PLY, SIMILAR EACH SIDE WOOD STUD WALL WOOD STUD WALL SECTION A WALL HOLD-DOWN - USE 6" LONG SCREWS - CENTER IN WOOD STUD WALL HOLD-DOWN - USE 6" LONG SCREWS WALL STUD, BEYOND CONCRETE SLAB ON GRADE EMBEDMENT OF ANCHOR BEGINS BELOW SLAB ANCHOR BOLT SEE 9/S502 GRID WALL SHEATHING WHERE OCCURS FOUNDATION WALL BELOW HOLD-DOWN. CENTER IN WOOD STUD WALL WOOD STUD WALL PLAN VIEW WOOD COLUMN - SEE WOOD BEAM SCHEDULE ON SHEET S603 FOR BUILT UP COLUMN FASTENING REQUIREMENTS. HOLD-DOWN SILL PLATE ANCHOR BOLT - SEE 8/S502FOUNDATION WALL PERPENDICULAR TO SHEAR WALL BRICK VENEER - SEE ARCH SECTION A INSULATION A DISTRIBUTE EDGE NAILING EVENLY INTO EACH PLY, SIMILAR EACH SIDE FOR SPECIAL FOUNDATION REINFORCEMENT, SEE NOTES ON 9/S502 GRID CULTURED STONE VENEER PER ARCH CULTURED STONE VENEER PER ARCH GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 7 P M S502 FOUNDATION DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S502 1SECTION AT EXTERIOR WALL SCALE : NONE S502 2 SECTION AT FOUNDATION WALL RECESS AT OPENINGS SCALE : NONE S502 3STANDARD WALL POP-OUT SCALE : NONE S502 4 SECTION AT FOUNDATION WALL RECESS AT WOOD WALLS AT ENTRIES SCALE : NONE S502 5NARROW WALL POP-OUT SCALE : NONE S502 6 BEARING WALL DETAIL AT DEPRESSED SLAB SCALE : NONE S502 7INTERIOR CONCRETE FOOTING SCALE : NONE S502 8HOLD-DOWN ANCHOR BOLT SCHEDULE SCALE : NONE S502 9HOLD-DOWN AT STEEPLE ANCHORAGE SCALE : NONE S502 10HOLD-DOWN AT END OF SHEAR WALL SCALE : NONE S502 11HOLD-DOWN AT CORNER Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w CONCRETE FOOTING CONCRETE FOUNDATION WALL #5 VERTICAL AT 12" o.c. WITH ONE IN EACH CORNER #5 HORIZONTAL AT TOP AND BOTTOM AND AT 12"o.c BETWEEN CONCRETE FOOTING, EXTEND FOOTING UNDER POP-OUT. REINFORCE PER ADJACENT CONTINUOUS FOOTING GRID TYPICAL ALL DETAILS STANDARD HOOK, 6" 2' - 8 " 6"3' - 6"6" CONCRETE FOOTING CONCRETE FOUNDATION WALL #5 AT TOP AND BOTTOM AND AT 12"o.c. BETWEEN GRID GRID EQ EQ 7" FIELD VERIFY 10 1/8" WOOD STUD WALL WOOD COLUMN HOLD-DOWN - CENTER IN STUD WALL - SEE 8/S502 TYPICAL FOUNDATION WALL REINFORCING (8) #4 VERTICAL BARS DOWELED INTO FOOTING PER DETAIL 1/S502 #3 TIES AT 8" O.C. WITH (3) IN TOP 5". WITHIN FOUNDATION WALL ONLY 4" M A X 4" MAX 4" MAX4" M A X CONCRETE FOUNDATION WALL CONCRETE FOUNDATION WALLSHEATHING CONCRETE FOUNDATION WALL CONCRETE SLAB ON GRADE #4 DOWELS @ 18"o.c. ALTERNATE DIRECTION EVERY OTHER STEP CONTINUOUS TOP BARS BELOW RECESS CONCRETE FOOTING 24" 3 1 DOWEL VERTICAL REINFORCING INTO FOOTING AND EXTEND TO WITHIN 3" OF BOTTOM OF FOOTING - TYPICAL 10 " 8" 1' - 3 1/4" 8 5 / 8 " SHEATHING WOOD COLUMN WOOD STUD WALL CONCRETE FOUNDATION WALL EDGE NAILING HOLD-DOWN - CENTER IN STUD WALL - SEE 8/S502 #3 TIES AT 8" O.C. WITH (3) IN TOP 5". WITHIN FOUNDATION WALL ONLY (8) #4 VERTICAL BARS DOWELED INTO FOOTING PER DETAIL 1/S502 TYPICAL FOUNDATION WALL REINFORCING CONCRETE FOUNDATION WALL TYP 4" MAX TY P 4" M A X 16d NAILS AT 4" O.C., FULL HEIGHT OF WALL GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 7 P M S503 FOUNDATION DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S503 1FOUNDATION POP-OUT CONFIGURATION AT SIDE DORMERS SCALE : NONE S503 2 FOUNDATION AT GRID 12.6 AND D10 POP-OUT CONFIGURATION AT FRONT OF BUILDING SCALE : NONE S503 3 HOLD-DOWN PIER AT STEEPLE ANCHORAGE SCALE : NONE S503 4 FOUNDATION WALL RECESS NEAR GRID 12.6 AT STEEPLE POP-OUT SCALE : NONE S503 5 HOLD-DOWN PIER AT STEEPLE ANCHORAGE Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w MILLWORK - SEE ARCHITECTURAL TREATED 2x4 PLATE WITH POWDER ACTUATED FASTENERS AT 24" ON CENTER BOUNDARY NAILING DOUBLE LAYER SHEATHING RIM BOARD FLOOR JOIST VAPOR RETARDER - SEE SPECIFICATION AGGREGATE BASE UNDER VAPOR RETARDER - SEE SPECIFICATION CONCRETE SLAB ON GRADE 16d TOE NAIL AT 6"o.c. TREATED 2x RIM BOARD WITH 16d AT 8" O.C. INTO FLAT 2x4 PLATE BOUNDARY NAILING DOUBLE LAYER ROSTRUM SHEATHING 2x RIM BOARD WITH (2) 16d NAILS EACH JOIST FLOOR JOIST TREATED 2x4 PLATE WITH POWDER ACTUATED FASTENERS AT 24"o.c. 16d NAILS AT 8"o.c. 2x TREATED BLOCKING WITH 16d NAILS AT 8"o.c. WOOD TREAD - SEE ARCHITECTURAL 16d NAIL AT 6"o.c. 16d TOE NAIL AT 6"o.c. TREATED 2x4 PLATE WITH POWDER ACTUATED FASTENERS AT 24"o.c. BOUNDARY NAILING DOUBLE LAYER SHEATHING FLOOR JOIST 2x FULL DEPTH BLOCKING BETWEEN EACH JOIST 16d TOE NAIL AT 6"o.c. BOUNDARY NAILING FLOOR JOIST SIMPSON H2.5A WITH (10) 8d x 2 1/2" NAILS AT EVERY OTHER STUD 2x FULL DEPTH BLOCKING BETWEEN STUDS WITH 16d NAIL AT 6"o.c. LEDGER TO BLOCK 2x FULL DEPTH BLOCK BETWEEN STUDS WITH 16d AT 6"o.c. RIMBOARD TO BLOCK TREATED 2x PLATE WITH POWDER ACTUATED FASTENERS AT 24"o.c. 2x RIM BOARD WITH (2) 16d NAILS EACH FLOOR JOIST TREATED 2x4 PLATE WITH POWDER ACTUATED FASTENERS AT 24"o.c. DOUBLE JOIST AT RAMP FLOOR JOIST DOUBLE LAYER SHEATHNG MILLWORK, SEE ARCHITECTURAL BOUNDARY NAILING WOOD STUD WALL 2x BLOCK BETWEEN EACH STUD WITH 16d NAIL AT 8" o.c. FLOOR JOIST ANCHOR BOLT EMBEDMENT CONCRETE FOOTING 4 1 / 8 " FLOOR TRANSITION - SEE ARCHITECTURAL RAMP JOISTS DOUBLE LAYER SHEATHINGSHAPED AND TREATED 2x12 PLATE WITH POWDER ACTUATED FASTENERS AT 24" o.c. DOUBLE LAYER SHEATHING BOUNDARY NAILING 2x BLOCKING BETWEEN EACH JOIST RAMP JOISTS (2) 16d NAILS AT 8" ON CENTER 2x RIM BOARD WITH (2) 16d NAILS EACH JOIST TREATED 2x4 PLATE WITH POWDER ACTUATED FASTENERS AT 24" o.c. DOUBLE LAYER SHEATHING FLOOR JOIST 16d TOE-NAIL AT 6"o.c. BOUNDARY NAILING DOUBLE LAYER SHEATHING 2x BLOCK BETWEEN EACH STUD WITH 16d AT 8" o.c. FLOOR JOIST 2x12 CONTINUOUS LEDGER WITH (4) 16d AT EACH STUD WOOD STUD WALL BOUNDARY NAILING INTO BLOCK H2.5A AT EVERY OTHER STUD WITH (10) 8d x 1 1/2" NAILS ANCHOR BOLT EMBEDMENT CONCRETE FOOTING DOUBLE LAYER SHEATHING 2x CONTINUOUS RIMBOARD FLOOR JOIST TREATED 2x4 WITH POWDER ACTUATED FASTENER AT 24" o.c. 2x BLOCK BETWEEN EACH STUD WITH 16d NAIL AT 8" o.c. BOUNDARY NAILING CONCRETE FOOTING WOOD SHEATHING WHERE OCCURS WOOD STUD WALL ANCHOR BOLT EMBEDMENT 16d TOE-NAIL AT 6"o.c. GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 8 P M S511 ROSTRUM FRAMING DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S511 1ROSTRUM FRONT EDGE SCALE : NONE S511 2STAIRS SCALE : NONE S511 3JOIST BEARING SCALE : NONE S511 4ROSTRUM OVERBUILD SCALE : NONE S511 6ROSTRUM RAMP AT EXTERIOR WALL SCALE : NONE S511 7EDGE AT BEGINING OF RAMP SCALE : NONE S511 8RAMP AT END SCALE : NONE S511 5PLATFORM DETAIL AT WALL Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n SCALE : NONE S511 9PLATFORM AT WALL 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w BOUNDARY NAILING FLOOR SHEATHING FLOOR JOIST SIMPSON LUS210 HANGER WITH (8) 10d x 3" NAILS AND TO JOIST WITH (4) 10d x 3" NAILS 2x LEDGER, MATCH DEPTH OF JOIST WITH (5) 16d NAILS TO EACH STUD 2x FULL DEPTH BLOCKING BETWEEN STUDS WTIH 16d AT 6" ON CENTER LEDGER TO BLOCK WOOD STUD WALL PLUMBING WALL WHERE OCCURS EDGE NAILING H2.5A AT EVERY OTHER STUD WITH (10) 8d x 1 1/2" NAILS 7/16" WOOD SHEATHING - SEE 3/S513 FOLDING DOOR WOOD SUPPORT BEAM SIMPSON H2.5A EACH SIDE AND EACH END BEAM WITH (10) 8d x 2 1/2" NAILS WOOD STUD WALL SHIM AS REQUIRED TRUSS PROFILE NOT SHOWN FOR CLARITY CEILING HEIGHT SEE ARCH 3 S513 ____________________ (2) 1/4" x 6" LONG SDS SCREWS AT 24"o.c., EACH SIDE WOOD BEAM (2) ROWS OF SIMPSON 3 1/2" SDS SCREWS AT 12"o.c. 1 3/4" x REQUIRED LVL 7/16" WOOD SHEATHING, ATTACH TO WOOD BEAM WITH (2) ROWS OF 8d NAILS AT 8"o.c. 8 3/4"7/16" WOOD SHEATHING NOTCH AT INTERIOR WALL - SEE DETAIL 5/S513 FOR FRAMING OF EQUIPMENT PLATFORM JOISTS BEARING AT WOOD ALONG WALL CORRIDOR EQUIPMENT PLATFORM SHEATHING WOOD STUD WALLSIMPSON H2.5A EACH SIDE AND EACH END BEAM WITH (10) 8d x 2 1/2" NAILS FOLDING DOOR WOOD SUPPORT BEAM - SEE 3/S513 WOOD BEAM TO HAVE FULL BEARING ON WALL DISCONTINUE 2x RIMBOARD - SEE 5/S513 FLOOR SHEATHING FLOOR JOIST WOOD STUD WALL 16d TOE-NAILS AT 8"o.c. 2x RIM BOARD WITH (4) 16d NAILS EACH JOIST BOUNDARY NAILING 16d TOE-NAIL AT EACH FLOOR JOIST WOOD STUD WALL (2) SIMPSON 3 1/2" SDS SCREWS @ EACH 2x4 OR (5) 16d NAILS 7/16" SHEATHING AT 32" o.c. NAIL TO 2x4 BACKING WITH 16d AT 4"o.c. (4) 16d NAILS (4) 16d NAILS 2x4 2x4 AT EACH WOOD WALL STUD AT CONTRACTORS OPTION, MAY REPLACE 2x4'S AND SHEATHING WITH 1 3/4"x11 7/8" LVL WITH SAME NUMBER SDS SCREWS SEE ARCH CONT 2x4 PLATE W/ (2) 16d NAILS AT EACH VERTICAL CANTED ARCHITECTURAL WALL, SEE ARCH WOOD STUD WALL 2x4 AT 16" O.C. SIMPSON CS16 OR CS20 STRAP WOOD BEAM CEILING JOIST (5) 16d NAILS @ EACH 2x4 2x4 SEE ARCH 2x4 LEDGER, TYPICAL (2) 16d INTO EACH STUD, TYPICAL SIMPSON LUS24 WITH (4) 10d NAILS INTO LEDGER AND (2) 10d x 1 1/2" INTO JOIST 7/16" SHEATHING AT 32" o.c. NAIL TO 2x4 BACKING WITH 16d AT 4"o.c. CONT 2x4 PLATE W/ (2) 16d NAILS AT EACH VERTICAL SIMPSON LUS24 WITH (4) 10d NAILS INTO BEAM AND (2) 10d x 1 1/2" INTO JOIST FLOOR SHEATHING FLOOR JOIST WOOD STUD WALL BOUNDARY NAILING FLOOR SHEATHING BOUNDARY NAILING FLOOR SHEATHING FLOOR JOIST 2x10 LEDGER WITH (4) 16d NAILS TO EACH STUD WOOD STUD WALL 2x FULL DEPTH BLOCKING BETWEEN STUDS WITH 16d AT 6"O.C. LEDGER TO BLOCK EDGE NAILING WOOD SHEATHING (WHERE OCCURS) BOUNDARY NAILING INTO BLOCK 2x4 BLOCK LAID FLAT AT H2.5A H2.5A AT EVERY OTHER STUD WITH (10) 8d x 1 1/2" NAILS STAGGER AS REQUIRED FLOOR SHEATHING FLOOR JOIST WOOD BEAM FLOOR JOIST BOUNDARY NAILING ____________________ S513 1 FLOOR SHEATHING FLOOR JOISTS BOUNDARY NAILING FULL HEIGHT BLOCKING BETWEEN JOISTS FLOOR JOISTS WOOD STUD WALL 16d @ 8"o.c. FLOOR SHEATHING FLOOR JOISTS WOOD STUD WALL BOUNDARY NAILING 16d TOE-NAILS AT 8"o.c. 2x RIM BOARD WITH (4) 16d NAILS EACH JOIST 16d TOE-NAIL AT EACH FLOOR JOIST GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 9 P M S513 EQUIPMENT PLATFORM FRAMING DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S513 1 EQUIPMENT PLATFORM TO WALL CONNECTION SCALE : NONE S513 2 PARTITION DOOR SUPPORT AT EXTERIOR WALL SCALE : NONE S513 3PARTITION DOOR BEAM SECTION SCALE : NONE S513 4 PARTITION DOOR SUPPORT AT INTERIOR WALL SCALE : NONE S513 5 EQUIPMENT PLATFORM FLOOR JOISTS BEARING AT WOOD STUD WALL SCALE : NONE S513 6CHAPEL LIGHT COVE DETAIL SCALE : NONE S513 7CHAPEL LIGHT COVE DETAIL AT BEAM SCALE : NONE S513 8FLOOR CONDITION AT JOIST TRANSITION SCALE : NONE S513 9FLOOR EDGE CONDITION AT WALL SCALE : NONE S513 10JOIST TO BEAM CONNECTION SCALE : NONE S513 11FLOOR JOISTS BEARING AT WALL SCALE : NONE S513 12 EQUIPMENT PLATFORM TO WALL CONNECTION Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w WOOD TRUSS 2x4 VERTICAL AT EACH TRUSS WITH (5) 16d INTO TRUSS AND (5) 16d INTO 2x4 JOIST WOOD STUD WALL 2x4 LEDGER WITH (2) 16d INTO EACH STUD SIMPSON LUS24 WITH (4) 10d INTO LEDGER AND (2) 10d INTO JOIST 2x4 AT 24" O.C. (2) 2x4x CONT. WITH (2) 16d INTO EACH 2x4 JOIST SEE 9/S523 FOR ROOF FRAMING 2x10 STUDS AT 16" O.C. BOUNDARY NAILING FLOOR JOIST 2x4 BLOCK WITH (6) 16d INTO BEAM 2x4 STUB WALL SIMPSON HANGER - SEE 1/S513 WOOD BEAM FLOOR SHEATHING (2) 16d NAILS AT 8" O.C. FLOOR SHEATHING FLOOR JOIST BOUNDARY NAILING FLOOR JOIST WOOD STUD WALL 2x BLOCK BETWEEN EACH JOIST ORGAN LOFT FLOOR WOOD BEAM WOOD COLUMN FOR BM-21 SIMPSON LUS26-3 WITH (4) 16d INTO COLUMN AND (4) 16d INTO BEAM FLOOR SHEATHING FLOOR JOIST WOOD BEAM BOUNDARY NAILING ____________________ S513 1 WOOD STUD WALL (3) 16d 2x6 BLOCK LAID FLAT WITHIN 6" OF TOP AND BOTTOM AND 32" O.C. BETWEEN SIMPSON 3 1/2" SDS THROUGH EACH BLOCK INTO WALL WOOD SHEATHING WOOD STUD WALL INSULATION - SEE ARCH KING STUDS PER SCHEDULE WOOD BEAM WOOD STUD WALL BEARING STUDS PER SCHEDULE, RIPPED TO MATCH BEAM WIDTH WOOD STUD WALL 16d TOE-NAILS AT 8"o.c. FLOOR SHEATHING FLOOR JOIST FLOOR JOIST BOUNDARY NAILING 2x RIM BOARD WITH (4) 16d NAILS EACH JOIST FLOOR SHEATHING FLOOR JOIST WOOD BEAM BOUNDARY NAILING ____________________ S513 1 GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 1 9 P M S514 EQUIPMENT PLATFORM FRAMING DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S514 1ENTRY LIGHT COVE DETAIL SCALE : NONE S514 2JOIST-TO-BEAM AT ENTRY SCALE : NONE S514 3FLOOR JOISTS BEARING AT WALL SCALE : NONE S514 4ORGAN LOFT BEAM-TO-COLUMN SCALE : NONE S514 5 JOIST TO BEAM CONNECTION AT BEARING WALL SCALE : NONE S514 6POP-OUT WALL-TO-STRUCTURAL WALL SCALE : NONE S514 7 FOLDING PORTION PERP-TO-WALL BEARING SCALE : NONE S514 8 EQUIPMENT PLATFORM FLOOR JOISTS BEARING AT WOOD STUD WALL SCALE : NONE S514 9JOIST TO BEAM CONNECTION Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1' - 6"1' - 6"1' - 6" (3) 16d NAILS AT 2" O.C. [(27) 16d MIN EA. SIDE OF SPLICE] (2) 16d NAILS AT 24" O.C. BETWEEN SPLICES 1' - 6"1' - 6"1' - 6" DOUBLE PLATE PIPE AND STRAP SIMPSON STRAP CENTERED ON PIPE CENTERLINE (3) 2x TOP PLATE PIPE, VERIFY SIZE AND LOCATION WITH ARCH, MECH, AND ELECTRICAL DRAWINGS TYP WALL STUDS TOP PLATE SPLICE (2x6 WALLS ONLY) HOLE SIZE STRAPS LESS THAN OR EQUAL TO 2 1/2" DIAMETER NONE REQUIRED GREATER THAN 2 1/2" DIAMTER AND LESS THAN OR EQUAL TO 3 1/2" DIAMETER MSTC28 CENTERED BETWEEN (2) TOP PLATES WITH (20) 16d x 3 1/2" NAILS EACH END NOTE: HOLE SIZE IS TOTAL ALLOWABLE HOLE DIAMETER, NOT PIPE DIAMETER. DO NOT OVERCUT. PLAN VIEW 1'-0" MIN WOOD STUD WALL, SEE PLAN AND SCHEDULE 1'-0" AT DUCT IN NON-STRUCTURAL WALL (2) STUDS EACH SIDE OF DUCT REMOVE TOP PLATES AND STUD AS REQUIRED AT RETURN AIR DUCT ROOF SHEATHING AT WOOD STUD WALL NAILED TO TOP PLATES FOR BRACING (5) 16d NAILS AT EACH END OF SHEATHING RETURN AIR DUCT, SEE MECHANICAL FOR LOCATION AND SIZE OF RETURN AND AIR DUCTS NOTE: AT CONTRACTORS OPTION MAY USE SIMPSON CS14 METAL STRAP SPLICE ACROSS NARROW FACE OF TOP PLATES WITH MINIMUM OF 16" AT EXTERIOR WALL OR INTERIOR SHEAR WALL 1' - 0" MIN 6" M I N ROOF SHEATHING AT WOOD STUD WALL NAILED TO TOP PLATES FOR BRACING NOTE: MAXIMUM ACCUMULATED LENGTH OF OPENING SHALL NOT EXCEED 10% OF WALL LENGTH, SEE DETAIL 4/S521 FOR OPENINGS GREATER THAN 9" SQUARE AT 4 1/2" OR SMALLER SQUARE OPENING, NO BLOCKING OR EDGE NAILING REQUIRED 4 1/2" TO 9" SQUARE OPENING ADD FULL DEPTH BLOCKING ON SIDE, TOP AND BOTTOM OF OPENING, INSTALL EDGE NAILING TO BLOCKS AND STUDS AT OPENING EDGE NAILING SHEAR WALL ELEVATIONS BEAM SPAN BEAM SIZE TRIMMER KING STUD SIMPSON STRAP NAILS 2'-6" 3'-10' 5'-2' (3) 2x6 (3) 2x10 (3) 1 3/4"x11 7/8" LVL (1) 2x (1) 2x (1) 2x (1) 2x (1) 2x (1) 2x CS22 x 2'-0" CS18 x 2'-0" CS16 x 2'-8" (24) 8d x 2 1/2" (36) 8d x 2 1/2" (44) 8d x 2 1/2" ELEVATION SIMPSON STRAP, CENTERED ON EDGE, TYPICAL WOOD BEAM, SEE SCHEDULE BELOW MECHANICAL DUCT. SEE MECHANICAL KING STUDS EDGE NAILING TRIMMER STUDS WOOD STUD WALL 2x FULL DEPTH BLOCKING UNDER STRAP, TYPICAL SEE DETAIL 3/S521 FOR OPENINGS < 9" SQUARE LENGTH OF BEAM, END TO END BEAM SPAN IS TOTAL SNUG FIT (2) 16d AT EACH 2x4 FLAT 2x4 FLAT AT 48" O.C. DO NOT NAIL TO TRUSS 2x8 TOP PLATE (2) 8d EACH SIDE INTO 2x4 FLAT WALL PARALLEL TO TRUSSES WALL PERPENDICULAR TO TRUSSES SIMPSON STC AT 48" O.C. STAGGERED ON OPPOSITE SIDES 2x4 FLAT BLOCKING TR U S S M A N U F A C T U R E R 1/ 2 " C L E A R - V E R I F Y W I T H 1 1:1 TO 2:1 MAX NON -STRUCTURAL WOOD STUD WALL 2x4xCONT BRIDGINGAT 4'-0' o.c. WITH (2)16d NAILS EACH KICKER SEE DETAIL 7/S521 FOR CONNECTION AT ROOF DECK 2x4 DIAGONAL KICKER AT 4'-0" o.c. (ALTERNATE DIRECTIONS) WITH (3) 16d TOE NAILS, EXTEND TO TOP PLATE TO ROOF DECK NON-STRUCTURAL WOOD STUD WALL 24" MIN 24 " M I N 2x4 DIAGONAL AT CONRER WITH (3) 16d EACH END WALL SECTION PLAN VIEW AT CORNER 1" MIN 1" MIN KICKER BETWEEN TRUSSES KICKER AT TRUSSWOOD TRUSS DIAGONAL KICKER DIAGONAL KICKER 2x4x2'-0" BLOCK AT KICKER WITH (2) 16d NAILS EACH END WITH (2) 16d NAILS EACH END BOUNDARY NAILING, TO BLOCK 2x4 CROSS BLOCKS WITH (2) 16d EACH END 2x4 x CONT BRIDGING 4'-0" O.C. WITH (2) 16d NAILS AT EACH KICKER 2x4 DIAGONAL KICKER AT 4'-0" O.C. WITH (2) 16d TO BLOCK WOOD TRUSS BEYOND 2x4 x CONT BRIDGING 4'-0" O.C. WITH (2) 16d NAILS AT EACH KICKER 2x4 DIAGONAL KICKER AT 4'-0" O.C.WITH (3) 16d TO TRUSS BOUNDARY NAILING TO BLOCK 2x4 CROSS BLOCKING AT KICKER WITH (2) 16d NAILS EACH END WOOD TRUSS 2x4 DIAGONAL KICKER AT 4'-0" O.C. WITH (3) 16d TO BLOCK 2x4 CONTINUOUS BRIDGING AT 4'-0" O.C. WITH (2) 16d NAILS AT EACH KICKER DIAGONAL KICKER PERPENDICULAR TO TRUSS 4" 2 1/2" SECTION CONTINUOUS OPENING AT RIDGE VENTS BOUNDARY NAILING ALONG BLOCK (5) 10d NAILS AT TOP OF TRUSS, EACH SIDE AT 3"o.c. ROOF SHEATHING 2x4 BLOCKING LAID FLAT EACH SIDE OF RIDGE TRUSSES, SEE PLAN NOTE: RIDGE VENT NOT SHOWN, SEE ARCH PLAN VIEW 2'-0" FASCIA - DO NOT SPLICE WITHIN 8'-0" OF CORNER OUTLOOKER RAFTERS SIMPSON A35 EACH SIDE - ATTACH WITH (12) 8d x 1 1/2" NAILS CORNER STUDS TOP PLATE DBL 2x OUTLOOKER ATTACH TO TRUSS WITH (2) SIMPSON A35 WITH (12) 8dx 1 1/2" NAILS GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 2 0 P M S521 ROOF DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S521 TYPICAL TOP PLATE SPLICE DETAIL 1 SCALE : NONE S521 2 TYPICAL TOP PLATE SPLICE PENETRATION SCHEDULE AT PIPE / DUCT SCALE : NONE S521 3 TYPICAL WALL PENETRATIONS LESS THAN 9" SQUARE AT SHEARWALL SCALE : NONE S521 4 TYPICAL WALL PENETRATIONS GREATER THAN 9" SQUARE AT SHEARWALL SCALE : NONE S521 5 TYPICAL NON-STRUCTURAL WALL TO UNDERSIDE OF TRUSS SCALE : NONE S521 6 TYPICAL NON STRUCTURAL PARTITION BRACING DETAILS SCALE : NONE S521 7TYPICAL KICKER CONNECTIONS TO ROOF TRUSSES SCALE : NONE S521 8 TYPICAL RIDGE DETAIL AT RIDGE VENT LOCATIONS SCALE : NONE S521 9 TYPICAL CORNER ROOF FRAMING PLAN VIEW Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w SPLICE, SEE 3/S522 CONTINUOUS LSL DRAG, SEE 3/S522 E X T E N D T O P T O P P L A T E M I N I M U M 8 '-0 " F R O M E N D O F W A L L B E F O R E S P L I C I N G HOLD-DOWN COLUMN SHEATHING NOT SHOWN FOR CLARITY 2 S522 ____________________ 3 S522 ____________________ WOOD STUD WALL ROOF SHEATHING (2) ROWS BOUNDARY NAILING EDGE NAILING 2x4 NAILER WITH (1) 16d NAIL EACH STUD WOOD SHEATHING (WHERE OCCCURS) WOOD STUD WALL 2x FULL DEPTH BLOCKING WITH 16d NAILS AT 12"o.c. PREFABRICATED WOOD TRUSS SEE ARCHITECTURAL FOR INSULATION REQUIREMENTS TOP PLATE TO BE LSL TO MATCH 3/S522 1 1/2" x 9 1/2" X CONTINUOUS LSL DRAG - SEE PLAN (2) 16d ROOF SHEATHING(2) ROWS BOUNDARY NAILING (2) 16d 2x4 CROSS BLOCKS AT 4'-0" o.c. WOOD TRUSS SIMPSON CMST 12x8"-0" CENTERED ON SPLICE WITH (86) 10d NAILS ON EACH SIDE OF SPLICE WOOD BEAM SIMPSON LUS210 WITH (8) 10d x 3" NAILS TO BEAM AND (4) 10d x 3" NAILS TO TRUSS WOOD TRUSS ROOF SHEATHING OVERBUILD FRAMING TRUSS MANUFACTURER TO MAKE FLAT-BOTTOM FOR CONNECTION (2) 16d INTO EACH TRUSS 2x6 BLOCK EDGE NAILING ROOF SHEATHING WOOD JOIST SUPPORT OPPOSITE END OF 2x6 WITH SIMPSON LUS26 ATTACHED TO A 2x6 LEDGER WITH (4) 10d x 3" NAILS TO LEDGER AND JOIST. ATTACH LEDGER AT EACH WALL STUD WITH (2) 16d NAILS FILL SPACE WITH INSULATION - COORDINATE WITH ARCHITECTURAL W4-A STUD WALL ROOF SHEATHING WOOD TRUSS WOOD BEAM SIMPSON MIU3.56/16 WITH (24) 16d x 3" INTO TRUSS VERTICAL WEB AND (2) 10d x 3" NAILS TO BEAM TRUSS VERTICAL WEB ROOF SHEATHING SEE 8/S522 SIMPSON A35 WITH (12) 8d x 1 1/2" NAILS AT 12" O.C. EDGE NAILING WOOD SHEATHING WOOD TRUSS SIMPSON JB210A TOP FLANGE HANGER WITH (6) 10dx 1 1/2" INTO TRUSS AND (2) 10dx1 1/2" INTO OUTLOOKER BOUNDARY NAILING OUTLOOKER 2x FULL BEPTH BLOCKING, SEE 5/S523 FASCIA FRAMING - SEE ARCH WOOD SHEATHING WHERE OCCURS ROOF SHEATHING BOUNDARY NAILING 4x6" BLOCK SIMPSON STRAP WOOD TRUSS EXTEND TOP CHORD OF TRUSS TO FORM OUTLOOKER ROOF SHEATHING EDGE NAILING TRUSS BLOCKING, SEE 11/S523 SDWC 15600-KT TRUSS SCREW AT EACH TRUSS PLY, INSTALL VERTICALLY WHERE STUD DOES NOT FALL BELOW TRUSS. AT CONTRACTOR'S OPTION, SIMPSON SDWC 15600-KT SCREWS MAY BE REPLACED WITH SIMPSON H1 HURRICANE ANCORS WHERE VERTICAL WEB MEMBER EXTENDS BELOW THE TRUSS BOTTOM CHORD OR SCREWS WOULD BE EMBEDDED INTO END GRAIN, USE (2) SDWC 15454-KT SCREWS. INSTALL THESE (2) SCREWS THROUGH TRUSS VERTICAL MEMBER TO WALL TOP PLATE IN STUD- TO-TOP-PLATE CONNECTION CONFIGURATION, SEE MANUFACTURER LITERATURE SIMPSON A35 WITH (12) 8d x 2 1/2" NAILS INTO EACH BLOCK 24"o.c. MAXIMUM FASCIA FRAMING - SEE ARCH SHEATH BEHIND INSULATION FOR INSULATION SUPPORT. NAIL 6" O.C. AT ALL PANEL EDGES WALL SHEATHING ATTACHED TO TRUSS BLOCKING FOR INSULATION BACK-UP, DOES NOT NEED TO BE CONTINUOUS. WALL SHEATHING MAY TERMINATE AT TOP OF TOP PLATE WITH A PIECE OF SHEATHING ADDED ONCE TRUSS BLOCKING IS IN PLACE WOOD TRUSS DOUBLE TRUSS TRUSS ADJACENT TO FOLDING DOOR TRUSSES 7/16" SHEATHING (2) LAYERS OF 1/2" WOOD SHEATHING 7 3 / 4 " 1/2" Ø BOLTS WITH 2" O.D. FENDER WASHERS EACH END AT EACH SET OF (3)-2x4s COUNTERBORE WASHER AT UNDERSIDE OF BOLT HEADS (2) LAYERS OF 1/2" WOOD SHEATHING BOTTOM CHORD OF TRUSS SUPPORTING FOLDING DOOR SIMPSON A34 EACH SIDE - EACH END WITH (8) 8d x 1 1/2" NAILS 1 3/4" x 14" LVL 2x4 BLOCKING WITH 16d NAILS AT 12" o.c. 2' - 0"2' - 0"2' - 0" 2' - 1 1/2" (2) TR-2A TR-2B 2' - 0"2' - 0"2' - 0" 16 TOE NAILS AT 6" o.c. WOOD STUD WALL 2' - 1 1/2"DOUBLE TRUSS (2) LAYERS OF 1/2" WOOD SHEATHING ADJACENT TO TRUSS (2) TR-2A TR-2B (2) TR-2A TR-2B 10 S522 ____________________9 S522 ____________________VERIFY ELEVATION WITH ARCH TRUSS BEARING SYMMETRICAL ABOUT CENTERLINE ____________________ S523 1 6 S523 ____________________ (3) 2x4 HANGERS (TYPICAL) AT 12" o.c. FOR APPROXIMATELY 6'-0" AT STACKING ENDS EXCEPT WHERE GUSSET PLATES DICTATE OTHERWISE. (3) 2x4 AT 16" O.C. UNLESS NOTED OTHERWISE FOLDING DOORS SUPPORT TRUSSES, TR-2A TR-2B NOTE: TRUSS WEBS NOT SHOWN FOR CLARITY ROOF SHEATHING GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 2 1 P M S522 ROOF DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S522 1DRAG-TO-SHEAR WALL SCALE : NONE S522 2 INTERIOR SHEARWALL TO ROOF CONNECTION SCALE : NONE S522 3LSL DRAG SUPPORT BETWEEN TRUSSES SCALE : NONE S522 4ROOF TRUSS TO BEAM CONNECTION SCALE : NONE S522 5BEAM TO TRUSS AT BACK OVERBUILD SCALE : NONE S522 6OUTLOOKER AT GRID 12 SCALE : NONE S522 7METAL COIL STRAP DETAIL SCALE : NONE S522 8 WOOD TRUSS BEARING AT EXTERIOR WALL SCALE : NONE S522 9FOLDING PARTITION SECTION SCALE : NONE S522 10FOLDING PARTITION SECTION AT WALL SCALE : NONE S522 11FOLDING PARTITION SECTION( BETWEEN CHAPEL AND CULTURAL HALL) Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w A SECTION A WOOD TRUSS TOP CHORD EXTENSION - SEE TRUSS PROFILES EXTEND TOP CHORD OF LOW TRUSS 3'-0" BEYOND 'END' OF TRUSS. ATTACH TOP CHORD EXTENSION TO ADJACENT TRUSS WITH (5) SIMPSON SDS 1 1/4" x 3" SCREWS NAIL VERTICAL LEGS OF EACH TRUSS TOGETHER WITH (2) ROWS OF 16d NAILS AT 6" o.c. STAGGERED ROOF SHEATHING TRUSS BLOCKING - SEE 6/S523 1 ' - 8 1 / 2 " WOOD BEAM, WHERE OCCURS16d TOE-NAIL AT 6"o.c. WOOD TRUSS ____________________ S523 6 EDGE NAILING WOOD SHEATHING, WHERE OCCURS OUTLOOKER JOIST EDGE NAILING WOOD STUD WALL ____________________ S522 8 BRICK VENEER - SEE ARCH INSULATION - SEE ARCH FILL SPACE WITH INSULATION - COORDINATE WITH ARCHITECTURAL 2x4 AT 16" O.C. WITH SIMPSON LUS24 ATTACHED TO 2x4 LEDGER AT EACH END WITH (4) 10d NAILS AND TO JOIST WITH (2) 10d NAILS ROOF SHEATHING 2x4 LEDGER WITH 16d AT 6" O.C. STAGGERED 2x4 LEDGER WITH (2) 16d INTO EACH STUD SIM FASCIA FRAMING - SEE ARCH ____________________ S522 6 W6-B WOOD WALL WOOD SHEATHING L6x6x7/16 GALVANIZED ANGLE WITH (2) 3 1/2" SDS SCREWS AT 12" O.C. ROOF SHEATHING WOOD TRUSS 8" SDWS SCREWS AT 18" O.C. STAGGERED SIMPSON STRAP, SEE 1/S524 EDGE NAILING FASTEN MULTI-PLY TRUSS TOP CHORDS TOGETHER WITH (2) ROWS (ONE FROM EACH SIDE) OF SIMPSON 6" SDWS SPACED AT 16" O.C.. FOR WEBS AND BOTTOM CHORDS USE (1) ROW OF SIMPSON 6" SDWS SPACED AT 24" O.C. (2) 1 3/4"x7 1/4" SCL ATTACH TOGETHER WITH (6) 16d NAILS, NAIL TO EACH STUD WITH (6) 16d TOE NAILS SIMPSON A-35 AT END OF EACH BLOCK WITH (12) 8d x1 1/2" FASCIA FRAMING - SEE ARCH EDGE NAILING WOOD SHEATHING, WHERE OCCURS WOOD STUD WALL WOOD BEAM 2x6 LEDGER WITH (2) 16d AT EACH STUD 2x6 SOFFIT JOISTS AT 24" o.c. EDGE NAILING 2x6 LEDGER WITH (2) 16d AT 12" o.c. WOOD BEAM SIMPSON LUS26 HANGER - ATTACH TO LEDGER WITH (4) 10d x 3" NAILS AND TO JOIST WITH (4) 10d x 3" NAILS EDGE NAILING BRICK VENEER - SEE ARCH INSULATION PRECAST - SEE ARCH STOREFRONT - SEE ARCH WOOD BEAM ____________________ S523 10 ROOF SHEATHING FASCIA FRAMING - SEE ARCH OUTLOOKER JOIST BOUNDARY NAILING (2) 3" DIAMETER HOLES PER BLOCKING PIECE FOR AIR CIRCULATION ROOF SHEATHING SIMPSON A35, SEE 6/S522 OR 7/S522 FOR ATTACHMENT AND SPACING AT SLOPED WALL FULL DEPTH BLOCKING ROOF SHEATHING WOOD TRUSS WOOD STUD WALL SDWC SCREW SEE 8/S522 16d TOE-NAIL AT 6"o.c. SET TOP OF BLOCKING DOWN MINIMUM OF 4" FROM BOTTOM OF ROOF DECK OPEN, TYPICAL TRUSS BLOCKING MECHANICAL DUCT THROUGH WALL. SEE DETAIL 3/S521 AND 4/S521 FOR PENETRATIONS THROUGH SHEAR WALL WOOD SHEATHING ____________________ S522 6 WOOD BEAM, SEE 3/S521 AND 4/S521 FOR SIZE L6x6x7/16 GALVANIZED ANGLE WITH 9" OF BEARING ON EACH END (2) 3 1/2" SIMPSON SDS SCREWS AT 12" O.C. FASCIA FRAMING - SEE ARCH WOOD SHEATHING BOUNDARY NAILING WOOD TRUSS TRUSS BLOCKING, SEE 6/S523 ROOF SHEATHING WOOD TRUSS WOOD STUD WALL 2x6 LEDGER WITH (3) 16d NAILS EACH STUD ____________________ S523 6 3'-0 JOIST TO TRUSS OVERLAP WITH (2) 16d AT 6" O.C. INTO TRUSS TOP CHORD SIMILAR ROOF JOIST SIMPSON LUS26 HANGER - ATTACH TO LEDGER WITH (4) 10d x 3" NAILS AND TO JOIST WITH (4) 10d x 3" NAILS FILL AREA WITH INSULATION - SEE ARCH (3) 16d 7/16" ATTACHED WOOD SHEATHING - ATTACH WITH 8d COMMON NAILS AT 6" o.c. WOOD STUD WALL WOOD BEAM WOOD STUDS AT 16" o.c. SIMPSON RSP4 WITH (4) 8dx1 1/2" INTO BEAM AND (4) 8dx1 1/2" INTO EACH STUD PRECAST - SEE ARCH 2x PLATE CURVED TO FOLLOW PRE-CASE ARCH 1/ 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1/ 2 " (4) 3 1/2" SDS SCREWS PER STRAP #4 BAR - CONTINUOUS 2" WIDE, 16 GA. CAST-IN-PLACE STRAP AT 24" O.C. AND WITHIN 6" OF EACH END. ADJUST STRAP LENGTH SO SCREWS ATTACH TO BEAM DUE TO CURVE IN PRECAST ARCH BOUNDARY NAILING ROOF SHEATHING ROOF TRUSS WOOD STUD WALL SDWC SCREWS - SEE 8/S522 TRUSS BLOCKING SEE 8/S522 NOTE: TRUSS MANUFACTURER TO DESIGN BLOCKING TO 500 plf (ASD) 10" TYPICAL 2x4 HORIZONTAL MEMBER 10"x5 1/2" OPENING FOR ATTIC VENTILATION PLATES SIZED TO PREVENT CRACKING OF 2x6 ROOF SHEATHING WALL SHEATHING MECHANICAL DUCT AND LOUVER PRE-CAST - SEE ARCH WALL SHEATHING WINDOW HEADER WOOD BEAM WOOD STUD WALL ____________________ S523 10 OVERBUILD FRAMING 2x4 SOFFIT JOIST AT 24" O.C. FASCIA FRAMING - SEE ARCH GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 2 2 P M S523 ROOF DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S523 1TRUSS BEARING AT INTERIOR WALL SCALE : NONE S523 2OUTLOOKER AT EXTERIOR WALL SCALE : NONE S523 3LOW-TO-HIGH ROOF TRANSITION SCALE : NONE S523 4OUTLOOKER DETAIL AT ENTRY SCALE : NONE S523 5SOLID BLOCKING AND ANCHORING DETAIL SCALE : NONE S523 6TRUSS BLOCKING AT INTERIOR BEARING SCALE : NONE S523 7 MECHANICAL PENETRATION AT EXTERIOR WALL SCALE : NONE S523 9TRUSS OVERBUILD DETAIL SCALE : NONE S523 10SUSPENDED ELEMENT AT OPENING SCALE : NONE S523 11TRUSS BLOCKING AT LOW EXTERIOR WALL SCALE : NONE S523 8FRAMING AT MECHANICAL OPENING Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w A SIMPSON CMST12 GIRDER TRUSS TOP CHORD4x6 BLOCK NAIL STRAP EVERY HOLE FULL LENGTH OF WALL NAIL STRAP WITH 10d NAIL EVERY OTHER HOLE, STAGGERED FOR 7'-0" ROOF SHEATHING SIMPSON STRAP WOOD STUD WALL (2) ROWS OF SHEARWALL EDGE NAILING SECTION A ROOF SHEATHING BOUNDARY NAILING 2x6 SHAPED NAILER BETWEEN EACH OVERBUILD TRUSS WITH (2) 16d NAILS AT 6" o.c. ROOF SHEATHING 2x6 BLOCK BETWEEN EACH TRUSS OR JOIST TRUSS TOP CHORD OR ROOF JOIST GRID TRUSS SUPPLIER TO PROVIDE BLOCKING FOR STRAP AND DESIGN TRUSS TO TRANSFER REQUIRED LOADS WOOD STUD WALL BOUNDARY NAILING 2-PLY MINIMUM DRAG TRUSS ROOF SHEATHING SIMPSON CMST 12x12'-0" CENTERED OVER TOP PLATE & DRAG TRUSS, FILL ALL HOLES WITH 10d NAILS OUTLOOKERS - SEE PLAN BLOCKING - SEE 5/S523 WOOD TRUSSTRUSS BLOCK, SEE 6/S523 3 '-0 " WOOD STUD WALL WOOD TRUSS 3'-0" JOIST TO TRUSS OVERLAP WITH (2) 16d AT 6" O.C. INTO TRUSS TOP CHORD ROOF JOIST TRUSS BLOCKING, SEE 6/S523 ROOF SHEATHING SEE 8/S522 FOLDING PARTITION HANGER BY OTHERS CONTINUOUS C8x11.5 CHANNEL SEE ARCH CONT 2x PLATE WITH (2) 16d NAILS AT EACH WALL STUD 2x6 WALL STUDS AT 24" O.C. EQUIPMENT PLATFORM SHEATHING TYPICAL TR-1 TRUSS, VAULTED 1/2⌀ROD WITH 3"⌀ FENDER WASHER AT EACH BEAM DRILL 5/8⌀(MAX) HOLE CENTERED IN THE BEAM FOR RODS 6x6 BEAM AT 24" O.C. W/ SIMPSON U66 HANGER EACH END 6" MA X (4) 16d NAILS AT EACH STUD TO JOIST WOOD BEAM WOOD BEAM VERIFY W/ DOOR MANUFACTURER SEE ARCH SIMPSON DEFLECTION CLIPS AT EA SPREADER 2x6x10'-0" SPREADER BEAM AT 48" O.C. TOE NAIL INTO EA TRUSS W/ 10d NAIL SEE ARCH 2x6 WALL STUDS AT 24" O.C. 2x6 WOOD JOIST AT 24" O.C. ALINE STUD BELOW EA JOIST ABOVE. ATTACH TO KING STUD W/ (4) 16d NAILS. HIP TRUSS CMST14 x REQ'D STRAP NAILED TO BEAM AND HIP TRUSS ROOF SHEATHING 1 ' - 0 " 6" 3 6 " WOOD BEAM 3/8" x REQ'D STEEL BUCKET W/ (4) SIMPSON SDS25300 SCREWS ((2) FROM EACH SIDE), WIDTH TO MATCH BEAM WIDTH HSS COLUMN 3/8" x REQ'D STEEL BUCKET W/ (4) SIMPSON SDS25300 SCREWS ((2) FROM EACH SIDE) STEEL PLATE FOR BUCKET CONNECTION PLAN VIEW HSS COLUMN HIP TRUSS WOOD BEAM 3/8" x REQ'D STEEL BUCKET W/ (4) SIMPSON SDS25300 SCREWS ((2) FROM EACH SIDE), WIDTH TO MATCH BEAM WIDTH STEEL PLATE FOR BUCKET CONNECTION 1/4 6 6 " 1 ' - 0 " ROOF SHEATHING 3/8" x REQ'D STEEL BUCKET W/ (4) SIMPSON SDS25300 SCREWS ((2) FROM EACH SIDE), WIDTH TO MATCH BEAM WIDTH GIRDER TRUSS GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 2 2 P M S524 ROOF DETAILS RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE : NONE S524 1 DRAG ON GRID 12 FROM MULTI-PLY TRUSS-TO-SHEAR WALL SCALE : NONE S524 2 OVERBUILD FRAMING TO ROOF SHEATHING SCALE : NONE S524 3DRAG DETAIL SCALE : NONE S524 4WOOD TRUSS BEARING AT ENTRIES SCALE : NONE S524 6SKYFOLD PARTITION SECTION Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n SCALE : NONE S524 5ROOF BEAM AT STEEL COLUMN SCALE : NONE S524 7 WOOD TRUSS BEARING AT GRID 6 AND GRID 2 AT ENTRIES 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w DESIGN CRITERIA 2015 INTERNATIONAL BUILDING CODE (ASCE 7)DESIGN CRITERIA SEISMIC WIND ROOF EQUIPMENT PLATFORM ROSTRUM PLATFORM SOIL BEARING 2015 IBC RISK CATEGORY IBC SEISMIC IMPORTANCE FACTOR MAPPED SPECTRAL RESPONSE ACCELERATION: MAPPED VALUE OF SS (FOR ALL CALCULATIONS EXCEPT CS) VALUE OF SS USED TO CALCULATE CS (LIMIT SS TO 1.5 PER ASCE7) S1 SOIL SITE CLASS SITE COEFFICIENT, Fa SITE COEFFICIENT, Fv DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS SEISMIC DESIGN CATEGORY BASIC SEISMIC-FORCE RESISTING SYSTEM. RESPONSE MODIFICATION FACTOR OVERSTRENGTH FACTOR ANALYSIS PROCEDURE USED. SEISMIC RESPONSE COEFFICIENT - ULTIMATE ASCE 7 DIRECTIONAL PRECEDURE, PART 1 WIND SPEED (3 SECOND GUST) EXPOSURE CATEGORY DEAD LOAD ROOF SNOW LOAD - THIS LOAD REFLECTS ROOF SNOW LOAD MULTIPLIED BY THE SNOW IMPORTANCE FACTOR (VALUE SHOWN DOES NOT INCLUDE DRIFT LOAD) SNOW IMPORTANCE FACTOR BUILDING ELEVATION DEAD LOAD LIVE LOAD DEAD LOAD LIVE LOAD DEAD LOAD LIVE LOAD ASPEN ENGINEERING, INC., OCTOBER 28, 2017, REPORT # 2017.062 III IE = 1.25 (OWNERS REQUIREMENT) SS = 0.366 SS = 0.366 S1 = 0.142 D Fa = 1.507 Fv = 2.316 SDS = 0.368 SD1 = 0.22 D LIGHT FRAMED WALLS SHEATHED WITH WOOD PANELS R = 6.5 Ω0 = 2.5 ASCE 7 EQUIVALENT LATERAL FORCE PROCEDURE CS = 0.071 112 M.P.H. C 20 P.S.F. 40.0 P.S.F. IS = 1.10 15 P.S.F. 40 P.S.F. 15 P.S.F. 100 P.S.F. 15 P.S.F. 125 P.S.F. 4000 P.S.F. INTERNAL PRESSURE COEFFICIENT SOIL SUBGRADE MODULUS, K 100 psi GROUND SNOW LOAD, Pg FLAT ROOF SNOW LOAD, Pf SNOW EXPOSURE FACTOR, Ce THERMAL FACTOR, Ct SLOPE FACTOR, Cs 50 P.S.F. 40.0 P.S.F. 1.0 1.0 1.0 ±0.18 SCHEDULE A WIND (STEEPLE)ASCE 7 SECTION 29.5 - ROOFTOP STRUCTURES WIND SPEED 150 M.P.H. EXTERNAL PRESSURE COEFFICIENT AND GUST-EFFECT FACTOR, VERTICAL PROJECTED AREA ON PLANE NORMAL TO WIND, GCr EXTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR, HORIZONTAL PROJECTED AREA ON PLANE PARALLEL TO WIND, GCr 1.9 1.5 4750 LEGEND FS-x FC-x S S Wx-x WC-x CW-x DETAIL NUMBER DETAIL SHEET INDICATES FOOTING STEP INDICATES DEPRESSED SLAB, SEE ARCHITECTURAL PLANS INDICATES WOOD WALL. SEE SCHEDULE INDICATES WOOD COLUMN. SEE SCHEDULE INDICATES CONCRETE WALL, SEE SCHEDULE INDICATES CONCRETE CONTINUOUS FOOTING TYPE, SEE SCHEDULE INDICATES CONCRETE SPOT FOOTING TYPE, SEE SCHEDULE BM-x SCL INDICATES FLOOR OFFSET, SEE DETAILS INDICATES WOOD BEAM. SEE SCHEDULE INDICATES STRUCTURAL COMPOSITE LUMBER SUCH AS LVL, LSL, AND PSL ABV BLW INDICATES WOOD ROOF OR FLOOR SHEATHING, SEE PLAN AND SCHEDULE TOW TOP OF WALL BOB BOTTOM OF BEAM INDICATES SIDE WHERE INTERIOR WOOD WALL SHEATHING IS TO BE INSTALLED TR-X INDICATES WOOD TRUSS, SEE ELEVATIONS ON S20X INDICATES NON-STRUCTURAL WOOD STUD WALL INDICATES WOOD BEAM OR HEADER TOF TOP OF FOOTING TOS TOP OF SLAB EOS EDGE OF SLAB TYPE 1 BLOCKED DIAPHRAGM, SEE SCHEDULE ON S604 INDICATES STRUCTURAL WOOD SHEAR WALL --- -HDPOST/ANCHORHD - SIMPSON HOLD DOWN SIZE POST - SIZE OF END POST CONNECTED TO HOLD DOWN ANCHOR - SIMPSON ANCHOR HOLD DOWN SIZE AND CONFIGURATION SCHEDULE B TYPE 2 BLOCKED DIAPHRAGM, SEE SCHEDULE ON S604 DEPRESS FOUNDATION WALL AND POUR FLOOR SLAB OVER AT CONCRETE FOUNDATION WALL SC-x INDICATES STEEL COLUMN. SEE SCHEDULE ESTABLISHED PER 2015 IBC SECTION 110 AND CHAPTER 17 ITEM GENERAL SPECIAL INSPECTION NOTES : PERIODIC3CONTINUOUS3 REFERENCE COMMENTS 1, 2 SEE IBC TABLE 1705.3 - REF. NOTE C1 REFERENCE NOTE C3 REFERENCE NOTE C2 REFERENCE NOTE F1 REFERENCE NOTE F1 REFERENCE NOTE F1 REFERENCE NOTE F2 REFERENCE NOTE W1 REFERENCE NOTE F1 REFERENCE NOTE F2 EPOXY / EXPANSION ANCHOR PLACEMENT CURING TEMPERATURE / TECHNIQUES CONCRETE PLACEMENT / SAMPLING VERIFYING REQUIRED DESIGN MIX EMBEDDED BOLTS & PLATES REINFORCING STEEL PLACEMENT PROPERLY PREPARED SITE AND SUB-GRADE PRIOR TO FILL. VERIFY ADEQUATE MATERIALS BELOW FOOTINGS EXCAVATIONS EXTEND TO PROPER DEPTH AND REACH PROPER MATERIAL CLASSIFY & TEST CONTROLLED FILL MATERIALS PERFORM MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. SHEAR WALL & DIAPHRAGM NAILING DRAG STRUTS HOLD-DOWNS CONCRETE CONSTRUCTION (IBC 1705.3) SPECIAL INSPECTION SCHEDULE WOOD (IBC 1705.5) SOILS (IBC 1705.6) 1. SPECIAL INSPECTION IS NOT REQUIRED FOR CONCRETE ISOLATED SPREAD FOOTINGS, CONTINUOUS FOOTINGS, NON- STRUCTURAL SLABS, FOUNDATION WALLS, PATIOS, DRIVEWAYS, AND SIDEWALKS BECAUSE THE REQUIREMENTS OF IBC 1705.3 ARE MET. 2. PERFORM AIR, SLUMP AND TEMPERATURE TESTS WHEN CONCRETE SAMPLES ARE CAST. 3. EPOXY AND EXPANSION ANCHORS INTO CONCRETE MAY BE USED ONLY WHEN APPROVED BY ARCHITECT. AND/OR ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICC RESEARCH REPORT NUMBERS. COORDINATE CONTINUOUS/PERIODIC SPECIAL INSPECTION REQUIREMENTS WITH ICC REPORT. 4. REFER TO DIVISION 03 OF THE SPECIFICATION FOR ADDITIONAL AND SPECIFIC TESTING AND INSPECTION REQUIREMENTS. 1. SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEAR WALLS, WOOD DIAPHRAGMS, INCLUDING NAILING, & BOLTING, AND OTHER FASTENING TO OTHER COMPONENTS WHERE THE SPACING OF THE SHEATHING FASTENERS IS GREATER THAN 4"o.c. WHERE NAIL SPACING IS 4"o.c. OR SMALLER, VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH, NUMBER OF FASTENER LINES, AND SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS. ADDITIONALLY, VERIFY SILL PLATE AND ANCHOR BOLTS DIAMETER, SPACING, PLATE WASHER SIZE AND LOCATION. SIMILAR INFORMATION IS TO BE GATHERED FOR OTHER FASTENING COMPONENTS. 1. SPECIAL INSPECTION OF SOILS SHALL REFERENCE THE APPROVED SOILS REPORT TO DETERMINE COMPLIANCE. 2. WHERE SOILS REPORT IS NOT PROVIDED SPECIAL INSPECTIONS ARE REQUIRED TO VERIFY THAT THE IN-PLACE DRY DENSITY OF THE COMPACTED FILL IS NOT LESS THAN 90 PERCENT OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D 1557. 3. REFER TO DIVISION 31 OF SPECIFICATIONS FOR ADDITIONAL AND SPECIFIC TESTING AND INSPECTION REQUIREMENTS. REFER TO DIVISION 6 OF THE SPECIFICATIONS FOR ADDITIONAL AND SPECIFIC TESTING AND INSPECTION REQUIREMENTS. 1. THE ITEMS MARKED WITH A " " IN THE SPECIAL INSPECTION SCHEDULE SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, AND THE PROJECT SPECIFICATIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL. ANY ITEMS WHICH FAIL TO COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER PRIOR TO COMPLETION OF THAT PHASE OF WORK. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 2. ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INSPECTION SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. 3. CONTINUOUS SPECIAL INSPECTION MEANS THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION MEANS THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. (IBC SECTION 1702) F F W. C C C C PREFABRICATED METAL PLATE WOOD TRUSSES (IBC 1705.5.2): THE INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS OF INSPECTION CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. REFER TO SPECIFICATIONS FOR INSPECTION OF PREFABRICATED WOOD TRUSSES LONGER THAN 60'-0" LONG F SCHEDULE C STATEMENT OF SPECIAL INSPECTION 1. SPECIAL INSPECTIONS AND STRUCTURAL TESTING SHALL BE PROVIDED BY AN INDEPENDENT AGENCY EMPLOYED BY THE OWNER FOR THE ITEMS IDENTIFIED IN THIS SECTION AND IN OTHER AREAS OF THE APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS, UNLESS WAIVED BY THE BUILDING OFFICIAL (SEE IBC CHAPTER 17). 2. THE NAMES AND CREDENTIALS OF THE SPECIAL INSPECTORS TO BE USED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL. 3. DUTIES OF THE SPECIAL INSPECTOR: a. THE SPECIAL INSPECTOR SHALL REVIEW ALL WORK LISTED ABOVE FOR CONFORMANCE WITH THE APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS AND THE IBC. b. THE SPECIAL INSPECTOR SHALL FURNISH SPECIAL INSPECTION REPORTS TO THE ENGINEER OF RECORD, CONTRACTOR, OWNER AND BUILDING OFFICIAL ON A WEEKLY BASIS, OR MORE FREQUENTLY AS REQUIRED BY THE BUILDING OFFICIAL. ALL ITEMS NOT IN COMPLIANCE SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF UNCORRECTED, TO THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL. c. ONCE CORRECTIONS HAVE BEEN MADE BY THE CONTRACTOR, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS AS WELL AS THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. 4. DUTIES AND RESPONSIBLITIES OF THE CONTRACTOR: a. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBLITY TO THE OWNER AND THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK. IN ACCORDANCE WITH IBC 1704.4, THE STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED WITHIN THE "STATEMENT OF SPECIAL INSPECTIONS". b. THE CONTRACTOR SHALL NOTIFY THE RESPONSIBLE SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST ONE WORKING DAY (24 HOURS MINIMUM) BEFORE SUCH INSPECTION IS REQUIRED. c. ALL WORK REQUIRENG SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNITL IT HAS BEEN OBSERVED BY THE SPECIAL INSPECTOR. 5. PLEASE SEE THE "SPECIAL INSPECTION SCHEDULE" FOR THE TYPES, EXTENTS AND FREQUENCY OF SPECIFIC ITEMS REQUIRING SPECIAL INSPECTIONS AND STRUCTURAL TESTS AS PART OF THIS PROJECT. FABRICATORS (IBC 1704.2.5) IF FABRICATOR IS APPROVED, ON-SITE INSPECTION IS NOT REQUIRED BUT A CERTIFICATE OF COMPLETION MUST BE PROVIDED TO THE BUILDING OFFICIAL (IBC 1704.2.5.2) GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 2 3 P M S601 SCHEDULES RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 20182018 SCHEDULE A CONCRETE FOUNDATION WALL SCHEDULE HORIZONTAL REINF. TOP INTERMEDIATE BOTTOM MARK WIDTH VERTICAL REINF. SIZE SPACING CW-12 CW-14 CW-16 12" 14" 16" (2) #4 (2) #4 (2) #4 (2) #4 AT 18"o.c. (2) #4 AT 16"o.c. (2) #4 AT 12"o.c. (2) #4 (2) #4 (2) #4 #4 #4 #4 16"o.c. EF 16"o.c. EF 12"o.c. EF NOTE: IF FOOTINGS ARE EARTH-FORMED, FOOTING WIDTH AND LENGTH SHALL BE 6" LONGER AND WIDER THAN SCHEDULED. SEE FIGURE ABOVE. CW-18 18" (2) #5 (2) #4 AT 12"o.c.(2) #4 #4 12"o.c. EF WOOD SHEATHING SEE ARCHITECT FOR REVEAL CONCRETE FOUNDATION WALL SILL PLATE AND ATTACHMENT CONCRETE SLAB ON GRADE CONCRETE FOOTING EDGE NAILING DOWEL VERTICAL REINFORCING INTO FOOTING AND EXTEND TO WITHIN 3" OF BOTTOM OF FOOTING - TYPICAL WOOD STUD WALL RIGID INSULATION - SEE ARCHITECTURAL BRICK VENEER ANCHOR - SEE SPECIFICATION INSULATION VAPOR RETARDER - SEE SPECIFICATIONS AGGREGATE BASE UNDER VAPOR RETARDER - SEE SPECIFICATIONS SEE ANCHOR BOLT PLATE WASHER DETAIL ON SCHEDULE A OF S603 FOR ANCHOR LOCATION AND PLATE LOCATION REQUIREMENTS WALL BATT INSULATON PER ARCHITECTURAL - TYPICAL ALL EXTERIOR WALLS FR O S T D E P T H = 3 6 " MARK* WIDTH LENGTH DEPTH REINFORCING CROSSWISE NO. SIZE LENGTH SPACING NO. SIZE LENGTH SPACING REINFORCING LENGTHWISE REMARKS FC1.5 1'-6"CONT.1'-0" - - - - 2 #4 CONT. 12"o.c. FC2.0 2'-0"CONT.1'-0" - - - - 3 #4 CONT. EQUAL FS3.0 3'-0" 3'-0" 2'-0" 6 #5 2'-6" EQUAL 6 #5 2'-6"EQUAL REINFORCE TOP AND BOTTOM SCHEDULE B CONCRETE FOOTING SCHEDULE NOTES: 1. PLACE REINFORCING IN THE BOTTOM OF THE FOOTING WITH 3" CLEAR CONCRETE COVER (UNLESS NOTED OTHERWISE). USE ADOBE BLOCKS. 2. TOP REINFORCING, WHERE SPECIFIED, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER. 3. IF FOOTINGS ARE EARTH-FORMED, FOOTING WIDTH AND LENGTH SHALL BE 6" LONGER AND WIDER THAN SCHEDULED. SEE FIGURE BELOW. 4. RUN CONTINUOUS BARS IN CONTINUOUS FOOTINGS THRU INTERSECTED SPOT FOOTINGS. SEE FIGURE BELOW. TYPICAL FOOTING SECTION CONTINUOUS BARS THROUGH INTERSECTED SPOT FOOTINGS 2" C L E A R 3" C L E A R 3"FOOTING WIDTH SEE SCHEDULE 3" 3" CLEAR SEE NOTE 3 TYPICAL FOOTING REINFORCING TOP MAT IF REQUIRED BOTTOM OF CONCRETE SLAB BEYOND STEEL REINFORCEMENT CONTINUOUS FOOTING SPOT FOOTING CONCRETE SLAB ON GRADE STEEL REINFORCEMENT TO BE CONTINUOUS THROUGH SPOT FOOTING STEEL REINFORCEMENT FS2.5 2'-6" 2'-6" 1'-0" 3 #5 2'-0"EQUAL 3 #5 2'-0"EQUAL EXTERIOR CONCRETE (EXPOSED TO FREEZING AND/OR DE-ICERS) FOOTINGS FOUNDATION WALLS (EXPOSED TO FREEZING AND DE-ICERS) FOUNDATION WALLS (NOT EXPOSED TO FREEZING AND DE-ICERS) INTERIOR SLABS ON GRADE NOTES: 1. CONCRETE STRENGTH USED IN DESIGN IS 2500 P.S.I. 2. SEE SPECIFICATIONS 03-3111 FOR DEFINITION OF MIX TYPE. 4,500 P.S.I. MIX TYPE E 3,000 P.S.I. MIX TYPE A 4,500 P.S.I. MIX TYPE E 4,500 P.S.I. MIX TYPE E 3,500 P.S.I. MIX TYPE B ASTM A615, GRADE 40 OR GRADE 60 (SEE LAP SPLICE SCHEDULE D/5602 FOR LAP LENGTHS) ASTM A615, GRADE 60 (SEE LAP SPLICE SCHEDULE D/5602 FOR LAP LENGTHS) CONCRETE LOCATION 28 -DAY COMPRESSIVE STRENGTH ALL OTHER BARSFIELD BENT BARSREINFORCING STEEL WOOD APPLICATION SPECIES GROUP AND MINIMUM GRADE (ANY SPECIES AND GRADE LISTED MAY BE USED FOR ANY OF THE DESCRIBED APPLICATIONS). MINIMUM PROPERTY VALUES1 -P.S.I. MINIMUM PROPERTY VALUES1 -P.S.I. MINIMUM PROPERTY VALUES1 -P.S.I. DI M E N S I O N L U M B E R ST R U C T U R A L C O M P O S I T E LU M B E R ( S C L ) S U C H A S LV L A N D L S L GL U -LA M CO L U M N S GL U E D LA M I N A T E D BE A M S 1-1/2" x = 5-1/2" (SEE NOTE 2 AND 4) 1-1/2" x ALL OTHER DEPTHS (SEE NOTE 2 AND 4) 1-3/4" x ALL DEPTHS 3-1/2" x ALL DEPTHS 5 1/8" x ALL DEPTHS 24F-V4 DF/DF OR 24F-E4 SP/SP WITH STRESS CLASS 24F-1.8E EXCEPT AT BM, USE 24F-V8 1,700 2,250 2,600 1,700 220 220 285 285 575 575 750 680 1,400 1,950 2,350 1,400 1.3 1.5 1.9 1.3 2,400 265 650 1,800 2.0 2400 2400 265 1600 1.8 Fb Fv Fc Fc E x 106 Fb Fv Fc Fc E x 106 Fb Fb Fv Fc E x 106TENSION ZONE COMPRESSION ZONE STRESSED IN TENSION NOTES: 1. DESIGN VALUES ARE FOR NORMAL DURATION. REPETITIVE FRAMING FACTORS AND SIZE FACTORS HAVE NOT BEEN APPLIED. 2. LSL WOOD IS HARDER AND DENSER THAN LVL WOOD. FRAMER MUST HAVE EQUIPMENT THAT WILL DRIVE NAILS COMPLETELY INTO WOOD. 3. 1 3/4" MEMBERS MAY BE USED TO REPLACE 1 1/2" SCL MEMBERS. ADJUST DIMENSIONS IN PLANS AND DETAILS ACCORDINGLY. 4. LIMIT THE MODULUS OF ELASTICITY OF 1 1/2" LSL MEMBERS TO 1.55x106 psi. TOP PLATES, STRUTS, ROOF JOISTS, FLOOR JOISTS, MISC. FRAMING, HEADERS, BEAMS, LEDGERS DOUGLAS FIR-LARCH MSR #2 OR BETTER 1650F - 1.5E OR BETTER BLOCKING DOUGLAS FIR-LARCH HEM FIR MSR #2 OR BETTER #2 OR BETTER 1650F - 1.5E OR BETTER POSTS AND TIMBERS 5" x 5" AND LARGER DOUGLAS FIR-LARCH #1 OR BETTER SILL PLATES DOUGLAS FIR-LARCH SCL 2x4, 1 1/2"x3 1/2" SCL STANDARD OR BETTER 1.3E 2x6, 2x8, 2x10, 1 1/2"x9 1/2" SCL, 1 1/2"x11 7/8" SCL #2 OR BETTER 1.5E TRUSSED RAFTERS (CHORDS AND WEBS) SPRUCE PINE FIR DOUGLAS FIR-LARCH HEM FIR MSR #2 OR BETTER #2 OR BETTER #1 OR BETTER 165F - 1.5E OR BETTER EXTERIOR WALL STUDS AND INTERIOR STRUCTURAL WALL STUDS DOUGLAS FIR-LARCH SCL 2x4 #2 OR BETTER 2x6 #2 OR BETTER INTERIOR NON-STRUCTURAL WALL STUDS DOUGLAS FIR-LARCH HEM FIR 2x4 STANDARD, UTILITY, CONSTRUCTION, OR BETTER STANDARD, UTILITY, CONSTRUCTION, OR BETTER 2x6 #2 OR BETTER #2 OR BETTER SCHEDULE OF CONSTRUCTION MATERIALS SCHEDULE C SCHEDULE D REINFORCING BAR OVERLAP SCHEDULE FOR BARS IN CONCRETE BAR SIZE BAR OVERLAP BAR SIZE BAR OVERLAP BAR SIZE BAR OVERLAP #3 #6 18" 36" #4 #7 24" 42" #5 #8 30" 48" SCHEDULE E CONCRETE PROTECTION FOR REINFORCEMENT CONCRETE PLACED AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER NOTES ALL APPLICATIONS EXCEPT SLABS ON GRADE SLABS ON GRADE - CLEAR DISTANCE FROM TOP OF SLAB #6 BARS AND LARGER #5 BARS AND SMALLER TOLERANCE FOR CONCRETE COVER AND REINFORCEMENT LOCATION IS ±3/8" 3" 1" 2" 1 1/2" GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 2 4 P M S602 SCHEDULES RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w STRUCTURAL WOOD WALL SCHEDULE SCHEDULE A W4-A 2x4 2x4 ------POWDER ACTUATED FASTENER AT 24" ON CENTER316"(2) 2x4 W10-B W6-A W12-A MARK NOMINAL STUD SIZE 12,14 STUD SILL PLATE4,5 WOOD SHEATHING THICKNESS13,15,16,17,18,19 EDGE NAILING5,6,7,8,9 SILL PLATE ATTACHMENT1,2COMMENTSPACINGTOP PLATES20 W6-B 2x6 2x6 ------16"(2) 2x6 POWDER ACTUATED FASTENER AT 24" ON CENTER 5/8" DIAMETER x 7" EMBEDMENT ANCHOR AT 48" ON CENTER 5/8" DIAMETER x 7" EMBEDMENT ANCHOR AT 32" ON CENTER POWDER ACTUATED FASTENER AT 24" 2x6 2x6 7/16"16"(2) 2x6 6" W6-C 2x6 16"4" W10-A 2x10 2x10 ---16"---(2) 2x10 1 3/4" x 9 1/2" LVL 7/16"16"6" 1 3/4" x 11 7/8" LVL 7/16"16"6"2x10 DISTRIBUTE EDGE AND BOUNDARY NAILING EVENLY INTO EACH PLY FIELD NAIL HOLD-DOWN (WHERE OCCURS) EDGE NAIL EDGE NAIL WOOD STUD WALL, SEE PLAN AND SCHEDULE 1/2" MAXIMUM AT WOOD SHEATHED SIDE. WHERE SHEATHED AT BOTH SIDES, USE 1/4" THICK PLATE WASHER WITH LENGTH THAT IS THE WIDTH OF THE NOMINAL FRAMING MINUS NO MORE THAN 1". MINIMUM PLATE WASHER SIZE IS 3"x3"x1/4". SLOT DIAMETER TO BE NO LARGER THAN BOLT DIAMETER + 3/16" AND NOT TO EXCEED 1 3/4" LONG. WHERE WOOD SHEATHING OCCURS ON BOTHS SIDES, WASHER MUST BE WITHIN 1/2" OF BOTH LAYERS OF SHEATHING. ALTERNATE BLOCKING ORIENTATION IF 3x NOMINAL OR SCL MATERIAL IS USED STUD OR BLOCKING, SEE NOTE 12 BLOCKING DETAIL ANCHOR BOLT PLATE WASHER DETAIL WALL ELEVATION DISTRIBUTE EDGE AND BOUNDARY NAILING EVENLY INTO EACH PLY STUD AT ADJOINING PANEL EDGES BLOCK AT PANEL JOINTS STUD OR BLOCKING, SEE NOTE 12 16d AT 4" o.c. BREAK IN SHEATHING AT ADJOINING PANEL EDGES NOTES: 1. ALL ANCHOR BOLTS AT SILL PLATE ATTACHMENT SHALL HAVE A 1/4" x 3" x 3" MINIMUM WASHER BETWEEN THE SILL PLATE AND THE ANCHOR NUT. SEE ANCHOR BOLT PLATE WASHER DETAIL ON THIS SCHEDULE. 2. 5/8" DIAMETER SILL PLATE ANCHOR BOLTS MAY BE REPLACED WITH POST-INSTALLED ADHESIVE ANCHORS, DRILLED-IN EXPANSION BOLTS SCREW ANCHORS. REFER TO SPECIFICATION SECTION 03 1511 FOR ACCEPTABLE PRODUCTS. NOTIFY ENGINEER OF ANCHOR SELECTED FOR EMBEDMENT, SPACING, AND OTHER INSTALLATION REQUIREMENTS. 3. POWDER ACTUATED FASTENERS TO BE HILTI 'X-DNI 72P8' OR EQUIVALENT. 4. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 5. FASTENERS FOR PRESERVATIVE AND TREATED WOOD SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE, OR COPPER, UNLESS WOOD IS BORATE TREATED. a. EXCEPTION: PLAIN CARBON STEEL FASTENERS, INCLUDING NUTS AND WASHERS, IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN ANY INTERIOR, DRY ENVIRONMENT IS PERMITTED. 6. ALL NAILS TO BE HEAD MARKED FOR EASY IDENTIFICATION AFTER INSTALLATION. 7. ALL NAILS ATTACHING WOOD SHEATHING TO WALLS TO BE 8d OR 10d COMMON. 8. FIELD NAIL SPACING TO BE 6" ON CENTER. 9. LENGTHS OF NAILS ATTACHING THE SHEATHING MAY BE REDUCED PROVIDED THE MINIMUM PENETRATION NOTED IN REQUIRED NAIL TYPES SHEDULE ON S604 IS ACHIEVED. 10. SPECIAL INSPECTION IS REQUIRED. 11. A 3x NOMINAL STUD AND BLOCKING REQUIRED AT ADJOINING PANEL EDGE. 12. WHERE NAIL SPACING IS 3" OR LESS, MEMBERS AT ADJOINING PANEL EDGES SHALL NOT BE LESS THAN 3" NOMINAL. JOINT AND SILL NAILING SHALL BE STAGGERED. a. AS AN ALTERNATE TO USING A 3x NOMINAL STUD OR SILL PLATE, USE (2) 2x MEMBERS SPIKED TOGETHER WITH 16d NAILS AT 3" ON CENTER, STAGGERED. 1. AT WALLS REQUIRING 3X SILL PLATE, IT IS PERMISSIBLE TO USE A TREATED 2x MEMBER IN CONTACT WITH THE CONCRETE AND AND UNTREATED 2x MEMBER ON TOP. b. WHERE WOOD SHEATHING IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" ON CENTER ON EITHER SIDE, WOOD SHEATHING JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT STUDS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF STUDS SHALL BE 3" NOMINAL OR GREATER AT ADJOINING WOOD SHEATHING EDGES AND NAILS AT ALL WOOD SHEATHING EDGES SHALL BE STAGGERED. 13. AT EXTERIOR WALLS, COORDINATE WITH ARCHITECTURAL DETAILS WHERE SHEATHING IS REQUIRED TO EXTEND HIGHER THAN TOP PLATES FOR OTHER EXTERIOR FINISHES. 14. FOR LUMBER WALLS TALLER THAN 15'-0", CHANGE LUMBER MATERIAL TO SCL MATERIAL IF NOT ALREADY SCHEDULED AS SUCH. 15. WALL SHEATHING MAY BE INSTALLED WITH THE LONG DIRECTION HORIZONTAL OR VERTICAL. 16. SHEATHING MAY BE INSTALLED IN STACKED INSTEAD OF RUNNING PATTERN AT CONTRACTOR'S OPTION. 17. ALL SHEATHING SHALL HAVE A SPAN RATING OF 24/16 OR BETTER UNLESS OTHERWISE NOTED. 18. ALL WALL SHEATHING SHALL COMPLY WITH PS1-95 OR PS2-92 19. SOLID BLOCK ALL WOOD WALL SHEATHING PANEL JOINTS, SEE BLOCKING DETAIL THIS SCHEDULE. 20. FOR INTERIOR WALLS LOCATE ANCHOR BOLTS IN CENTER OF WALL. AT EXTERIOR WALLS LOCATE ANCHOR BOLTS FOLLOWING THE PROVIDED SCHEDULE BELOW. AT DOUBLE SIDED WALL, REFER TO ANCHOR BOLT PLATE WASHER DETAIL FOR MORE INFORMATION. 5/8" DIAMETER x 7" EMBEDMENT ANCHOR AT 48" ON CENTER 5/8" DIAMETER x 7" EMBEDMENT ANCHOR AT 48" ON CENTER 3" 1 --- --- --- --- W8-A W8-B 16" 16" 2x8 1 1/2" x 7 1/2" 1.5E LSL 2x8 WHERE (2) 2x SILL PLATES ARE USED IN LIEU OF 3x PLATE, DISTRIBUTE EDGE NAILING EVENLY TO ALL PLATES 1 1/2" x 7 1/2" 1.5E LSL 16"2x8 7/16"6" POWDER ACTUATED FASTENER AT 24" POWDER ACTUATED FASTENER AT 24" 5/8" DIAMETER x 7" EMBEDMENT ANCHOR AT 48" ON CENTERW8-C NOMINAL STUD WALL DISTANCE FROM INSIDE FACE OF FOUNDATION WALL TO CENTER OF BOLT 2x6 2x8 2x10 2x12 3" 4" 6 1/2" 9" W6-D 2x6 16" 2x6 2x6 (2) 2x6 (2) 2x6 (2) 2x8 (2) 2x8 7/16" 7/16" 2x8 2x10 (2) 2x10 (2) 2x8 (2) 2x10 3"5/8" DIAMETER x 7" EMBEDMENT ANCHOR AT 26" ON CENTER ALL LUMBER IN EXTERIOR WALLS SHALL BE FIRE RESISTANT TREATED PER THE SPECIFICATION WOOD BEAM SCHEDULE SCHEDULE B MARK JAMB 1, 2, 7 MATERIAL DESCRIPTIONSIZE 2, 3 BEARING STUDS 5 KING STUDS 6 2-PLY BEAM 3-PLY BEAM 4-PLY BEAM 2" 2" 1' - 0"1' - 0" 2' - 0" 4-PLY BEAM NOTES: 1. SEE STRUCTURAL WOOD WALL SCHEDULE FOR JAMB MATERIAL AND NOMINAL SIZE. 2. USE FILLERS AS NEEDED TO HAVE ALL BEAMS OR HEADERS MATCH WIDTH OF WALL IN WHICH BEAM IS LOCATED. 3. BEAMS OF MULTIPLE MEMBERS MAY BE REPLACED WITH A SINGLE MEMBER OF EQUIVALENT SIZE AND MATERIAL PROPERTIES. 4. SEE NAILING PATTERN SHOWN IN WOOD JAMB FASTENING FOR MULTIPLE-PLY BEARING AND KING STUDS. 5. USE 16d NAILS TO BUILD UP 2 OR 3 STUD COLUMNS. • ADJACENT NAILS ARE TO BE DRIVEN FROM OPPOSING SIDES OF COLUMN. • 3 1/2" WIDE COLUMNS REQUIRE ONE ROW OF STAGGERED NAILS. ALL OTHER COLUMNS REQUIRE TWO ROWS OF NAILS. 6. KING STUDS EXTEND FROM TOP OF SILL PLATE TO BOTTOM OF TOP WALL PLATES. 7. BEARING STUDS EXTEND FROM TOP OF SILL PLATE TO BOTTOM OF BEAM OR HEADER. WALL STUDS 2x PLATE CONTINUOUS 16d NAILS AT 24"o.c. TOP AND BOTTOM STAGGERED WOOD BEAM WITH FILLER AS REQUIRED TO BE FLUSH WITH WALL OPTIONAL 2x (RAISE BEAM BY PLATE DEPTH IF USED) BEARING STUDS KING STUDS WOOD BEAM WITH FILLERS AS REQUIRED TO BE FLUSH WITH WALL 16d NAILS AT 24"o.c. TOP AND BOTTOM STAGGERED SIMPSON SDW22600 AT 24"o.c. TOP AND BOTTOM STAGGER SIDES WOOD BEAM WITH FILLERS AS REQUIRED TO BE FLUSH WITH WALL 16d NAILS TOP, BOTTOM AND 4" ON CENTER AT OUTSIDE BEAM PLIES SIMPSON 'ACE4' OR 'LCE4' POST CAP, INSTALLED ON ALL SPANS OVER 4'-0" NOT REQUIRED ON SIDE OF WALL WHERE WOOD SHEATHING IS USED. FILL ALL HOLES WITH 16d NAILS. WOOD BEAM FASTENING AND ATTACHMENT WOOD JAMB FASTENING NAIL OR SCREW FROM THIS SIDE NAIL OR SCREW FROM OPPOSITE SIDE 2-STUDS 3-STUDS 4 OR MORE STUDS NAIL ONE SIDE NAIL BOTH SIDES 1/4"x6" SIMPSON 'SDS' BOTH SIDES LEGEND 8" 3 1 / 2 " 1 1/2" 1 1/2" 1 1/2" 1 1/2"2" 2" 2" 4" BM-1 BM-2 BM-3 BM-4 BM-5 BM-6 BM-7 BM-8 BM-9 BM-10 BM-11 BM-12 BM-13 BM-14 BM-15 BM-16 BM-17 BM-18 (3) 2x6 (2) 2x6 (3) 2x10 5 1/8x22 1/2" (3) 2x8 (3) 1 3/4" x 9 1/2" (3) 2x6 5 1/8" x 19 1/2" (3) 2x10 (3) 1 3/4" x 9 1/2" (3) 1 3/4" x 14" (3) 1 3/4" x 9 1/2" (3) 2x10 (3) 2x10 (2) 2x6 (2) 2x10 (3) 1 3/4" x 9 1/2" (3) 2x6 DF #2 DF #2 DF #2 LVL DF #2 24F-V4 LVL LVL LVL DF #2 DF #2 LVL DF #2, FRT LUMBER DF #2 1 1 1 3 1 1 1 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 1 1 1 1 1 1 2 TYP. EXTERIOR HEADER TYP. INTERIOR HEADERS (MEZZANINE BEARING) GRID C AND E, TURN IN MEZZANINE FRAMING SKYFOLD DOOR SUPPORT BEAMS GRID B, SMALL FLOOR BEAM FOR CLASSROOM ENTRANCE GRID B & F, FLOOR BEAM BATHROOM ENTRANCE GRID B, HEADER FOR STORAGE ENTRANCE GRID B & F, FLOOR BEAM MAIN ENTRANCE TYP GRID C & E ROOF BEAM LARGE GYM ALCOVE TYP GRID C & E ROOF BEAM SMALL GYM ALCOVE NEAR GRID 1.3 EXTERIOR DOOR HEADER BETWEEN GRID 1.3 & 2 FLOOR BEAM BISHOPS OFFICE WAITING ROOM BETWEEN GRID 1.3 & 2 HALLWAY FOOR HEADER NEAR GRID 11 FLOOR BEAM OVER STAKE OFFICES NEAR GRID 11 FLOOR BEAM OVER BATHROOMS GRID 12 WINDOW HEADERS UNDER TALL WALLS (3) 1 3/4" x 9 1/2" LVL, FRT LUMBER 1 3 GRID 12 DOUBLE DOOR HEADERSBM-19 BM-20 (3) 2x6 DF #2 1 1 GRID A.6 & G MAIN DOOR HEADERS 24F-V4 DF #2 DF #2 DF #2, FRT LUMBER BM-21 (3) 1 3/4" x 14" LVL 2 1 GRID A.6 & G ROOF BEAMS NEAR ENTRANCES BM-22 (3) 2x8 DF #2 1 1 GRID D NEAR GRID 11 FLOOR BEAM OVER BATHROOM BM-23 (3) 2x6 DF #2 1 1 GRID 3 & 10 CLASSROOM COOR HEADERS TYP GRID C & E, DOUBLE DOOR HEADER TYP GRID C & E, SINGLE DOOR HEADER BM-24 (4) 1 3/4" x 11 7/8" LVL 2 -OPERABLE PARTITION WALL HEADERS BM-25 (2) 2x6 DF #2 1 -GRID F AND B POP-OUT HEADERS GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 2 4 P M S603 SCHEDULES RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w SCHEDULE A REQUIRED NAIL TYPES NOTES: 1. EXCEPT WHERE NOTED OTHERWISE, THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN IBC TABLE 2304.9.1 a. CONNECTION FOR MULTIPLE PIECES OF ENGINEERED LUMBER PIECES SHALL BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. b. WHERE 16d COMMON NAILS ARE CALLED OUT IN IBC TABLE 2304.9.1 USE 16d BOX NAILS. 2. ALL NAILS NOTED ON THE DRAWINGS SHALL BE AS SHOWN BELOW UNLESS NOTED OTHERWISE; NAILS FOR 3RD PARTY HARDWARE SHALL BE AS REQUIRED BY MANUFACTURER OF HARDWARE. 3. ALL FASTENERS FOR PRESERVATIVE AND FIRE RETARDENT TREATED WOOD SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE, OR COPPER, UNLESS WOOD IS BORATE TREATED. EXCEPTION: PLAIN CARBON STEEL FASTENERS, INCLUDING NUTS AND WASHERS, IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT AREPERMITTED. 4. LENGTH OF NAILS ATTACHING SHEATHING MAY BE REDUCED PROVIDED THAT THE MINIMUM PENETRATION NOTED BELOW IS MET. 5. NAILS USED IN SIMPSON HARDWARE (OR HARDWARE OF EQUAL VALUE) SHALL BE AS SPECIFIED BY THE MANUFACTURER. 6. OTHER FASTENERS MAY BE USED TO REPLACE NAILS BUT THEY MUST HAVE EQUIVALENT, OR LARGER, DIAMETERS AND PENETRATION LENGTHS. ALL NAILS NOTED ON THE DRAWINGS SHALL BE AS SHOWN BELOW, UNLESS NOTED OTHERWISE. NAIL SIZE TYPE STANDARD LENGTH (INCHES) DIAMETER (INCHES) MINIMUM PENETRATION REQUIRED (INCHES) 8d 10d 16d COMMON COMMON SINKER 2 1/2 3 3 1/4 .131 .148 .148 1 3/8 1 1/2 1 1/2 16d BOX 3 1/2 .135 1 1/2 DEFERRED SUBMITTALS FOR THE PURPOSE OF THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED PER THE IBC. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ENGINEER, ARCHITECT, AND BUILDING OFFICIAL FOR THEIR REVIEW FOR GENERAL CONFORMANCE WITH THE DESIGNOF THE BUILDING. DEFERRED STRUCTURAL SUBMITTALS FOR THIS PROJECT ARE: 1. PREFABRICATED METAL PLATE WOOD TRUSSES SCHEDULE B SCHEDULE D TYPICAL BLOCKING SCHEDULE DOOR STOPS VISUAL DISPLAYS MARKER BOARDS TACK BOARDS BABY CHANGING STATIONS EXIT SIGNS CHAIR RAIL COAT RACKS CABINETS SOUND PANELS TOILET PARTITIONS HANDICAP BARS BATHROOM ACCESSORIES TOWEL DISPENSORS TOILET PAPER HOLDERS NAPKIN HOLDERS SHELVES MIRRORS COUNTERS COUNTER BRACKETS ACCESS PANELS HANDRAILS FIRE CABINETS STAIR BLOCKING DECORATIVE METAL BETWEEN WINDOWS DRINKING FOUNTAINS WALL HUNG SINKS ROSTRUM DECORATION HOOKS JANITOR SHELVING RA VENTS AT ENTRIES COLUMNS AT ENTRIES CAN LIGHTS AT ENTRIES HYMN BOOK SHELVES DIMMER SWITCHES IN GYM CURTAIN AT STAGE CURTAINS IN OFFICES JANITOR TAP AND HOSE HARDWARE FONT MIRRORS FONT HANDRAILS FONT BENCHES CLOTHING HOOKS FONT GLASS SCREEN CHAIR STORAGE SHELVING INTERIOR SOFFIT FOR SIX PIECE CORNICE WALL MOUNTED HANDRAILS WATER HEATERSEISMIC STRAPS (2) UNISTRUT. RUNNING PARALLEL TO FRAMING WIND COMPONENTS AND CLADDING COMPONENTS AND CLADDING NEGATIVE PRESSURE EFFECTIVE WIND AREA (SQ FT.)WIND ZONE 1 2 3 4 5 33.2 34.8 31.7 30.2 30.2 57.9 53.3 47.1 42.3 42.5 85.6 79.4 73.3 67.1 67.1 39.4 37.9 36.3 33.2 30.2 48.6 45.6 40.9 39.4 30.2 10 sq ft. 20 sq ft. 50 sq ft. 100 sq ft. 500 sq ft. SCHEDULE C SHEATHING TYPE AND NAILING SCHEDULE LOCATION SHEATHING EDGE NAILING1,2 FIELD NAILING1,2 BOUNDARY NAILING1,2 BLOCKING AT PANEL EDGES ROOF, UNBLOCKED ROOF, BLOCKED4 TYPE 1 EQUIPMENT3 PLATFORM ROSTRUM3 PLATFORM3 WALLS 19/32" 40/20 SPAN RATING 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 6" O.C. NO 19/32" 40/20 SPAN RATING 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 6" O.C.YES 23/32" 48/24 SPAN RATING T&G 10d AT 6" O.C. 10d AT 12" O.C. 10d AT 6" O.C. NO (2) LAYERS 19/32" 40/20 SPAN RATING 10d AT 6" O.C. 10d AT 12" O.C. 10d AT 6" O.C. NO (2) LAYERS 19/32" 40/20 SPAN RATING 10d AT 6" O.C. 10d AT 12" O.C. 10d AT 6" O.C. NO SEE WOOD WALL SCHEDULE NOTES: 1. SEE PARTIAL PLAN BELOW FOR LOCATION OF BOUNDARY, EDGE, AND FIELD NAILING. 2. ALL FASTENERS FOR PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED SINZ COATED GLAVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE, OR COPPER, UNLESS WOOD IS BORATE TREATED. EXCEPTION: PLAIN CARBON STEEL FASTENERS, INCLUDING NUTS AND WASHERS, IN SBX/DOT AND ZINC BORATE PRESERVATIVE- TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT ARE PERMITTED. 3. FOR EQUIPMENT PLATFORM, ROSTRUM, AND PLATFORM SHEATHING SHALL BE GLUED AND NAILED TO THE STRUCTURE. 4. SPECIAL INSPECTION REQUIRED. DIAPHRAGM BOUNDARY BOUNDARY NAILING AT DIAPHRAGM BOUNDARY (SHEARWALLS, DRAG LINES AND WHERE NOTED IN DETAILS) TRUSSES STAGGER JOINTS 1/8" GAP AT JOINTS 2x4 BLOCKING (IF BLOCKING IS SCHEDULED) LAID FLAT, SEE DETAIL BELOW FIELD NAILING EDGE NAILING BOUNDARY NAILING AT CONTINUOUS PANEL EDGES EDGE NAILING 2x4 BLOCKING LAID FLAT BETWEEN FRAMING FIELD NAILING EDGE NAILING AT MULTIPLE TRUSSES, EDGE NAILING MUST OCCUR AT A COMMONTRUSSES, OUTLOOKER, OR JOIST SHEATHING ROOF AND FLOOR SHEATHING ATTACHMENT DETAILS AT CONTINUOUS PANEL JOINT ALL ROOF AND FLOOR SHEATHING EDGES MUST BE SUPPORTED BY TRUSSES, OUTLOOKERS OR 2x4 LAID FLAT IF BLOCKING SCHEDULED SCHEDULE E ROOF, BLOCKED4 TYPE 2 19/32" 40/20 SPAN RATING 8d AT 3" O.C. OR 16 GA x 2" LONG STAPLES AT 1 3/4" O.C. 8d AT 6" O.C. 8d AT 2" O.C.YES GT C JR H IF 2 2 - 4 3 7 Th i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n gi n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p ie d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d si t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f ul l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y er r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e co n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . co n t a c t @ f r o s t - s t r u c t u r a l . c o m PR O J E C T M A N A G E R : C A D O P E R A T O R : JO B N O . : fa x : 2 0 8 . 2 2 7 . 8 4 0 5 10 2 0 E . L i n c o l n R o a d Id a h o F a l l s , I D 8 3 4 0 1 St r u c t u r a l E n g i n e e r i n g ph o n e : 2 0 8 . 2 2 7 . 8 4 0 4 Preliminary - Not For Construction Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 4/ 1 1 / 2 0 2 3 1 : 3 1 : 2 5 P M S604 SCHEDULES RE X B U R G I D C U S T O M 1 0 W A R D ME E T I N G H O U S E MA R R I E D S T U D E N T S E C O N D S T A K E 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 16 M a r 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 04/11/2023 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1500 .10 1500 .10 E AUX D W LA FA FS IT C PS R TSDRY SYSTEM ALARM VALVE PIPE SUPPORT WET SYSTEM ALARM VALVE LOW AIR ALARM FREEZE ALARM SIDEWALL HEAD WITH GUARD FIRE DEP. CONNECTION PRESSURE GAUGE DRY SYSTEM AUXILIARY DRAIN UPRIGHT HEAD FLOW SWITCH FLEXIBLE COUPLING SWAY BRACING ANGLE VALVE DRY EXTENDED COVERAGE CONCEALED PENDENT HEAD BALL VALVE 2" & SMALLER BUTTERFLY VALVE 2 1/2" & LARGER INSPECTOR'S TEST VALVE CONCEALED DRY PENDENT HEAD TEST BY: FLOW: STATIC: TEST DATE: TEST TIME: RESIDUAL: LOCATION: WET PIPE SPRINKLER SYSTEM AIR COMPRESSOR PRESSURE SWITCH RELIEF VALVE CHECK VALVE TAMPER SWITCH UNION FOR DRY SYSTEM HYDRAULIC DESIGN INFORMATION FIRE PROTECTION LEGEND WATER FLOW TEST LEGENDFOR WET SYSTEM HYDRAULIC DESIGN INFORMATION RESIDUAL PSI RISER BASE __________________ GPM________________ PSI DENSITY = GPM/SQUARE FEET REMOTE AREA = SQUARE FEET SUPPLY STATIC PSI GPM @ 20 PSIGPM FLOWING RESIDUAL PSI RISER BASE __________________ GPM________________ PSI DENSITY = GPM/SQUARE FEET REMOTE AREA = SQUARE FEET SUPPLY STATIC PSI GPM @ 20 PSIGPM FLOWING DRY PIPE SPRINKLER SYSTEM OR WET PIPE SYSTEM WITH HEAT TRACE 12.312 A.6A.6 12.712.6 BB CC C.10 DD D.10 EE FF GG G.6 G.3 1110987 1.31 A.3 A 2 3 4 5 6 BISHOP 103 BISHOP 104 WAITING 105 CLERK 106 INTERVIEW 102 INTERVIEW 101 WOMEN 107 MEN 108 ROOM 110 ROOM 109 VESTIBULE 112 FOYER 111 TABLE/CHAIR STOR 113 ELEC. 114 SERVING AREA 115 CUST. 116 ROOM 117 ROOM 118 ROOM 120 ROOM 121 HALLWAY 119 STAIR 122 STOR. 123 INTERVIEW 126 CLERK 124 STAKE PRES. 125 INTERVIEW 127 HIGH COUNCIL 129 VEST. 130 ROOM 156 WOMEN 157 MEN 158 HALLWAY 155 TECH 154 SAC. PREP 153 CHAPEL 151 MOTHERS 159 VEST. 191 CLERK 192 WAITING 190 INTERVIEW 187 INTERVIEW 188 BISHOP 189 BISHOP 193ROOM 185 ROOM 186 FOYER 183 VEST. 184 CLERK 181 BISHOP 182 WAITING 180 INTERVIEW 179 INTERVIEW 178 BISHOP 177 FIRE RISER 176 SERVING AREA 174 CUST. 175 ROOM 173 ROOM 172 ROOM 170 HALLWAY 171 ROOM 169 MEN 168 WOMEN 167 BISHOP 165 BISHOP 166 INTERVIEW 162 INTERVIEW 161 WAITING 163 CLERK 164 VEST. 160 BISHOP 138 CLERK 139 WAITING 137 INTERVIEW. 136 INTERVIEW 135 BISHOP. 134 MATERIALS CNTR 143 MOTHERS 144 ROSTRUM 145 CHAPEL 146 FAMILY RR 142 SAC. PREP. 141 ROOM 132 HALLWAY 140 ROOM 133 VEST. 131 CULTURAL CENTER 147 CULTURAL CENTER 150 ROSTRUM 152 STOR. 149 STOR. 148 DOMESTIC COLD WATER PRV STATION. SEE PLUMBING DRAWINGS. 6" FIRE SPRINKLER LINE. SEE SITE PLAN FOR CONTINUATION. SIAMESE FIRE DEPARTMENT CONNECTION AND WALL MOUNTED ELECTRIC ALARM GONG. REFER TO DETAIL ON SHEET FS201. WET AND DRY SYSTEM RISERS WITH DOUBLE CHECK VALVE ASSEMBLY. REFER TO DETAIL ON SHEET FS201. AIR COMPRESSORE FOR DRY FIRE SPRINKLER SYSTEM OPETION. REFER TO DETAIL ON SHEET FS201. WAITING 128 Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 1 9 P M FS101 FIRE SPRINKLER SYSTEM FLOOR PLAN 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s GENERAL NOTES: INSTALL FIRE PROTECTION PIPING IN AREAS AS SHOWN. INSTALL WET PIPE SYSTEM IN HEATED AREAS. INSTALL DRY PIPE SYSTEM OR WET PIPE SPRINKLER SYSTEM WITH HEAT TRACE ON ALL LINES AND HEADS IN UNHEATED AREAS. OBTAIN APPROVAL FOR PIPING CHANGES FROM ARCHITECT AND ENGINEER BEFORE INSTALLING. DRY SPRINKLER SYSTEM INSTALLATION: SLOPE BRANCH LINES AS LEAST 1/2" PER 100 FEET BACK TO MAINS. SLOPE MAIN LINES AT LEAST 1/4" PER 100 FEET BACK TO RISER. THE SPACE OCCUPANCY IN LIGHT HAZARD. (NFPA 13) MAIN FLOOR COVERAGE IS LESS THAN 225 SQ. FEET PER HEAD. UPPER LEVEL COVERAGE IS LESS THAN 130 SQ. FEET PER HEAD. SEE SITE PLAN FOR UTILITY CONNECTION FOR FIRE PROTECTION PIPING AND LOCATION OF FIRE HYDRANTS. DO NOT ROUTE PIPING THRU STRUCTURAL MEMBERS OR THRU MECHANICAL DUCTWORK. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF SPRINKLER HEADS. SPRINKLER HEADS DO NOT HAVE TO BE CENTERED IN THE 12"x12" ACOUSTICAL TILE. COORDINATE EXACT LOCATION OF PIPING WITH STRUCTURAL MEMBERS, LIGHT FIXTURES, REFLECTED CEILING PLANS, DUCTWORK, MECHANICAL AND PLUMBING PIPING, AND ALL OTHER TRADES. ALL HEADS ARE TO BE PENDANT SPRINKLER QUICK RESPONSE TYPE HEADS. ALL WET PIPE SYSTEM COMPONENTS (EXCEPT DRY OR HEAT TRACED PIPE SPRINKLERS) MUST BE INSIDE THE BUILDING INSULATION ENVELOPE. ALL REQUIRED DRAINS SHALL FOLLOW NFPA 13 CODE REQUIREMENTS. DRAIN SHALL BE VALVED AND PLUGGED TO PREVENT ACCIDENTAL OPENING AND DISCHARGE. DRAINS SHOULD BE LOCATED TO PREVENT PUBLIC ACCESS. ALL WORK DONE SHALL BE PERFORMED WITH WATER CONTROL IN MIND. CONTAINMENT OF WATER IS NECESSARY TO PREVENT WATER FROM DAMAGING SURROUNDING AREA. 1- 2- 3- 4- 5- 6- 7- 8- 9- FIRE SPRINKLER SYSTEM FLOOR PLAN SCALE: 1/8" = 1'-0" 11- 12-DRAWINGS SHOULD NOT BE CONSIDERED AS A SHOP DRAWING. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND COORDINATE ALL PIPING WITH STRUCTURAL, MECHANICAL AND ELECTRICAL. SUBMIT SHOP DRAWINGS FOR FINAL REVIEW. CONTRACTOR IS TO DEVELOP SHOP DRAWINGS AND HYDRAULIC CALCULATIONS CONFORMING TO NFPA 13 SPRINKLER. ADDITIONAL HEADS AND/OR PIPING REQUIRED TO MEET SAID STANDARDS IS THE RESPONSIBILITY OF THE CONTRACTOR. LOCATION OF ADDITIONAL HEADS ARE TO BE COORDINATED WITH ARCHITECT AND ENGINEER AND SUBMITTED FOR THEIR REVIEW. OFFSETS ARE TO BE ANTICIPATED IN BRANCH LINES AND ARE TO BE COORDINATED BY THE CONTRACTOR WITH EXISTING CONDITIONS AND OTHER TRADES. MAKE ADDITIONAL OFFSETS AS REQUIRED. HANGERS AND BRACING ARE NOT SHOWN ON THIS DRAWINGS. REFER TO THE SPECIFICATION REQUIREMENTS AND INSTALL ACCORDINGLY. NO FIRE PROTECTION LINE SHALL BE DESIGNED OR INSTALLED PRIOR TO CLOSE COORDINATION WITH ALL OTHER DISCIPLINES. DUCTWORK, MECHANICAL PIPING AND PLUMBING TAKE SPACE PRECEDENCE OVER FIRE PROTECTION PIPING. FAILURE TO COMPLY WILL RESULT IN THE FIRE PROTECTION REMOVAL AND RE-INSTALLATION AT THE FIRE PROTECTION CONTRACTOR'S EXPENSE. SHOP DRAWINGS, CALCULATIONS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER AND OWNER PRIOR TO SUBMITTAL TO THE FIRE MARSHALL. A WARRANTY, FOR PRODUCT AND SYSTEM OPERATIONS, SHALL BE PROVIDED FOR ONE YEAR, UPON SYSTEM ACTIVATION AND ACCEPTANCE. 10- 13- 14- 15- 16- Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 12.312 A.6A.6 12.712.6 BB CC C.10 DD D.10 EE FF GG G.6 G.3 1110987 1.31 A.3 A 2 3 4 5 6 HALLWAY 119 CHAPEL 151 UPPER CHAPEL 146 CULTURAL CENTER 147 CULTURAL CENTER 150 STOR. 149 INSTALL DRY PIPE SPRINKLER SYSTEM IN COLD TRUSS SPACE, ENTRY CANOPY, CEILING SPACE AND ASSEMBLY ROOMS BELOW. A WET PIPE SYSTEM CAN BE INSTALLED IN LIEU OF A DRY SYSTEM WHEN ALL PIPING AND HEADS ARE HEAT TRACED. SEE SPECIFICATIONS. INSTALL DRY PIPE SPRINKLER SYSTEM IN COLD TRUSS SPACE, ENTRY CANOPY, CEILING SPACE AND ASSEMBLY ROOMS BELOW. A WET PIPE SYSTEM CAN BE INSTALLED IN LIEU OF A DRY SYSTEM WHEN ALL PIPING AND HEADS ARE HEAT TRACED. SEE SPECIFICATIONS. INSTALL DRY PIPE SPRINKLER SYSTEM IN COLD TRUSS SPACE, ENTRY CANOPY, CEILING SPACE AND ASSEMBLY ROOMS BELOW. A WET PIPE SYSTEM CAN BE INSTALLED IN LIEU OF A DRY SYSTEM WHEN ALL PIPING AND HEADS ARE HEAT TRACED. SEE SPECIFICATIONS. INSTALL DRY PIPE SPRINKLER SYSTEM IN COLD TRUSS SPACE, ENTRY CANOPY, CEILING SPACE AND ASSEMBLY ROOMS BELOW. A WET PIPE SYSTEM CAN BE INSTALLED IN LIEU OF A DRY SYSTEM WHEN ALL PIPING AND HEADS ARE HEAT TRACED. SEE SPECIFICATIONS. INSTAL DRY PIPE SPRINKLER SYSTEM IN COLD TRUSS SPACE, ATTIC SPACE, CEILING SPACE AND ASSEMBLY ROOMS BELOW. A WET PIPE SYSTEM CAN BE INSTALLED IN LIEU OF A DRY SYSTEM WHEN ALL PIPING AND HEADS ARE HEAT TRACED. SEE SPECIFICATIONS. INSTALL DRY PIPE SPRINKLER SYSTEM IN COLD TRUSS SPACE, ATTIC SPACE, CEILING SPACE AND ASSEMBLY ROOMS BELOW. A WET PIPE SYSTEM CAN BE INSTALLED IN LIEU OF A DRY SYSTEM WHEN ALL PIPING AND HEADS ARE HEAT TRACED. SEE SPECIFICATIONS. Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 2 1 P M FS102 UPPER LEVEL FIRE SPRINKLER SYSTEM FLOOR PLAN 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s UPPER LEVEL FIRE SPRINKLER FLOOR PLAN SCALE: 1/8" = 1'-0" GENERAL NOTES: INSTALL FIRE PROTECTION PIPING IN AREAS AS SHOWN. INSTALL WET PIPE SYSTEM IN HEATED AREAS. INSTALL DRY PIPE SYSTEM OR WET PIPE SPRINKLER SYSTEM WITH HEAT TRACE ON ALL LINES AND HEADS IN UNHEATED AREAS. OBTAIN APPROVAL FOR PIPING CHANGES FROM ARCHITECT AND ENGINEER BEFORE INSTALLING. DRY SPRINKLER SYSTEM INSTALLATION: SLOPE BRANCH LINES AS LEAST 1/2" PER 100 FEET BACK TO MAINS. SLOPE MAIN LINES AT LEAST 1/4" PER 100 FEET BACK TO RISER. THE SPACE OCCUPANCY IN LIGHT HAZARD. (NFPA 13) MAIN FLOOR COVERAGE IS LESS THAN 225 SQ. FEET PER HEAD. UPPER LEVEL COVERAGE IS LESS THAN 130 SQ. FEET PER HEAD. SEE SITE PLAN FOR UTILITY CONNECTION FOR FIRE PROTECTION PIPING AND LOCATION OF FIRE HYDRANTS. DO NOT ROUTE PIPING THRU STRUCTURAL MEMBERS OR THRU MECHANICAL DUCTWORK. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF SPRINKLER HEADS. SPRINKLER HEADS DO NOT HAVE TO BE CENTERED IN THE 12"x12" ACOUSTICAL TILE. COORDINATE EXACT LOCATION OF PIPING WITH STRUCTURAL MEMBERS, LIGHT FIXTURES, REFLECTED CEILING PLANS, DUCTWORK, MECHANICAL AND PLUMBING PIPING, AND ALL OTHER TRADES. ALL HEADS ARE TO BE PENDANT SPRINKLER QUICK RESPONSE TYPE HEADS. ALL WET PIPE SYSTEM COMPONENTS (EXCEPT DRY OR HEAT TRACED PIPE SPRINKLERS) MUST BE INSIDE THE BUILDING INSULATION ENVELOPE. ALL REQUIRED DRAINS SHALL FOLLOW NFPA 13 CODE REQUIREMENTS. DRAIN SHALL BE VALVED AND PLUGGED TO PREVENT ACCIDENTAL OPENING AND DISCHARGE. DRAINS SHOULD BE LOCATED TO PREVENT PUBLIC ACCESS. ALL WORK DONE SHALL BE PERFORMED WITH WATER CONTROL IN MIND. CONTAINMENT OF WATER IS NECESSARY TO PREVENT WATER FROM DAMAGING SURROUNDING AREA. 1- 2- 3- 4- 5- 6- 7- 8- 9- 11- 12- DRAWINGS SHOULD NOT BE CONSIDERED AS A SHOP DRAWING. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND COORDINATE ALL PIPING WITH STRUCTURAL, MECHANICAL AND ELECTRICAL. SUBMIT SHOP DRAWINGS FOR FINAL REVIEW. CONTRACTOR IS TO DEVELOP SHOP DRAWINGS AND HYDRAULIC CALCULATIONS CONFORMING TO NFPA 13 SPRINKLER. ADDITIONAL HEADS AND/OR PIPING REQUIRED TO MEET SAID STANDARDS IS THE RESPONSIBILITY OF THE CONTRACTOR. LOCATION OF ADDITIONAL HEADS ARE TO BE COORDINATED WITH ARCHITECT AND ENGINEER AND SUBMITTED FOR THEIR REVIEW. OFFSETS ARE TO BE ANTICIPATED IN BRANCH LINES AND ARE TO BE COORDINATED BY THE CONTRACTOR WITH EXISTING CONDITIONS AND OTHER TRADES. MAKE ADDITIONAL OFFSETS AS REQUIRED. HANGERS AND BRACING ARE NOT SHOWN ON THIS DRAWINGS. REFER TO THE SPECIFICATION REQUIREMENTS AND INSTALL ACCORDINGLY. NO FIRE PROTECTION LINE SHALL BE DESIGNED OR INSTALLED PRIOR TO CLOSE COORDINATION WITH ALL OTHER DISCIPLINES. DUCTWORK, MECHANICAL PIPING AND PLUMBING TAKE SPACE PRECEDENCE OVER FIRE PROTECTION PIPING. FAILURE TO COMPLY WILL RESULT IN THE FIRE PROTECTION REMOVAL AND RE-INSTALLATION AT THE FIRE PROTECTION CONTRACTOR'S EXPENSE. SHOP DRAWINGS, CALCULATIONS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER AND OWNER PRIOR TO SUBMITTAL TO THE FIRE MARSHALL. A WARRANTY, FOR PRODUCT AND SYSTEM OPERATIONS, SHALL BE PROVIDED FOR ONE YEAR, UPON SYSTEM ACTIVATION AND ACCEPTANCE. 10- 13- 14- 15- 16- Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w L EN BLU M SUCKS FS 1 RISER DETAIL NOTES AIR COMPRESSOR PIPING DETAILG AUXILIARY DRAIN DETAILD SECTION1 SPRINKLER HEAD DETAILC DRY PENDANT HEAD DETAILB FIRE RISER AND ALARM VALVE DETAILA PIPE HANGER DETAILSE DRY PIPE SYSTEM TEST IT AND AUX CONNECTION DETAILF VS-FLEX DRY SPRINKLER HEAD DETAILSH SEISMIC RESTRAINT COMPONENETS (TYPICAL APPLICATIONS)J 3/4" SHEATHING MECHANICAL ACCESS AREA HALL CEILING FINISHED SEAL PENETRATION FIRE TIGHT REDUCING ELBOW PIPE SUPPORT PER NFPA 13 3/8" DIA. x 1 1/2" LAG SCREW SHORT STRAP PIPE CLAMP 2x6 CEILING JOISTS ADD WOOD BLOCKING FOR PIPE CLAMP ATTACHMENT OR WRAP AROUND U-HOOK "X " CEILING COLD BARRIER DRY PENDENT BARREL COUPLING PIPE WET PIPE SYSTEM IN WARM SPACE CEILING COUPLING WET PIPE SYSTEM IN WARM SPACE COLD BARRIER DR Y P E N D E N T B A R R E L LOCATION OF DRY SPRINKLER PLUG AND SEAL TO BE IN WARM SPACE LOCATION OF DRY SPRINKLER PLUG AND SEAL TO BE IN WARM SPACE DISTANCE 'X' BETWEEN COLD BARRIER AND THE SEAL FOR THE DRY PENDENT HEAD SHALL NOT BE LESS THAN 12" PROVIDE AND INSTALL DRY PENDENT HEADS IN ALL PLACES WITH FREEZING POTENTIAL AND WHERE OUTSIDE BUILDING INSULATION ENVELOPE. FREEZING APPLICATIONS (TEMPERATURES LESS THAN 32°F) TEST DRAIN 3/4" AUTOMATIC BALL DRIP WITH AIR GAP SIAMESE FIRE DEPARTMENT CONNECTION DOUBLE CHECK VALVE ASSEMBLY TEST/DRAIN VALVE DRY-PIPE ALARM VALVE WET-PIPE ALARM VALVE AIR PRESSURE MAINTENANCE DEVICE FLOOR DRAIN PRESSURE SWITCH, DRY-SYSTEM (SEE FA101) VALVE WITH TAMPER SWITCH UNDERGROUND FIRE MAIN THRUST BLOCK RISER TO SPRINKLER SYSTEMS HORN AND STROBE WATER FLOW ALARM (SEE FA101) FLEXIBLE CONNECTION/COUPLING DRY-SYSTEM MAIN WET-SYSTEM MAIN (KEEP INSIDE INSULATION ENVELOPE) SLEEVE WITH 1" CLEARANCE (SEAL) FOUR-WAY BRACE PRESSURE GAGES FIRE DEPARTMENT CONNECTION PIPING FLOW SWITCH, WET-SYSTEM (SEE FA101) 15 14 16 17 18 19 21 20 22 23 1 3 4 2 6 7 9 10 8 5 11 12 13 4 5 11 1 11 9 12 19 13 11 11 23 10 20 18 17 5 7 21 8 1/2" DIA. X 4'-0" LONG PRESSURE RATED FLEXIBLE TUBE. SUPPLY LINE DRY ALARM VALVE CHECK VALVE AIR COMPRESSOR - LOCATE BALL VALVE (TYP.) FLOOR MOUNT TO VIBRATION ISOLATION PADS. IN FIRE RISER ROOM 176. SEE PLUG LARELIEF VALVE PRESSURE GAUGE AIR MAINTENANCE DEVICE R UNION SEE SHEET FA101 AIR PRESSURE SUPERVISION SWITCH CONNECT TO FIRE ALARM SYSTEM BLEEDER VALVE 1" BALL VALVE 1" BALL VALVE 2" x 12" NIPPLE OR EQUAL DRY SYSTEM AUXILIARY DRAIN 1" NIPPLE AND CAP OR PLUG C D PS 4" D W 14 4 2 14 1/2" WIDE x 24" HIGH x 4" DEEP ELECTRICAL PANEL (OR EQUAL) WITH HINGED LOCKING DOOR. LABEL DOOR FA101 FOR ELECTRICAL CONNECTION HORN AND STROBE SPRINKLER FLOW ALARM EXTERIOR WALL 19 15 3 TSTS 22 LA SEE G/FS201 16 R SEE DETAIL G/FS201 14 SMOOTH BORE CORROSION-RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER TEST VALVE-NOT LESS THAN 1" IN READILY ACCESSIBLE LOCATION PLUG-NOT LESS THAN 1" FOR TESTING. REMOVE AND INSTALL TEMPORARY CONNECTION. PROVIDE TEMPORARY CONNECTION AND PLACE WITH SPARE SPRINKLERS. PITCH NIPPLE-UP OFF THE DRAIN/ TEST LINE DRAIN/ TEST LINE SEAL FIRE TIGHT UNION 45 DEG. ELBOW DRAIN THRU WALL DRY-PIPE SYSTEM AUXILIARY DRAIN SEE D/FS201 FOR SIZES EXTERIOR WALL AUX IT TSTS 11 6" 6 NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE WITH TOLCO BAND HANGERS FIG. 200, 2NFPA, TOLCO FIG. 25 SURGE RESTRAINER TYPE 1- FOR USE WITH 1" AND 1 1/4" PIPE AND HANGER. TYPE 2- FOR USE WITH 1 1/2" AND 2" PIPE AND HANGER TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY TO RESTRICT UPWARD MOVEMENT OF PIPE WITHIN THE HANGER AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR EQRTHQUAKE TYPE ACTIVITY TOLCO FIG. 909 OR 910 Must Be Used With Tolco U.L. Listed Attachments Tolco Fig. 1000 Fast Clamps Underwriters Laboratories Listed, Provide Tolco Restraints Or Approved Equal As Required.2 SHOWN FLAT TORQUE-TIGHTEN HEX MINIMUM REQUIRED NUTS UNTIL LEAF NOTE: TO ASSURE SPRING IS FLAT 1 Note: BAND HANGER TOLCO USED IN LONGITUDINAL BRACE PIPE CLAMP (TOLCO FIG. 4A) (OPTIONAL METHOD) LATERAL (TRANSVERSE) BRACE TOLCO TOLCO FIG. 1000 LEAF SPRING FAST CLAMP FIG. 1000 909 OR 908 TOLCO FIG. 909 OR 910 TOLCO FIG. CONFIGURATION AND NUTS ARE TIGHTENED ORIENTATION BEFORE LEAF SPRING LATERAL (TRANSVERSE) BRACE FAST CLAMP TOLCO FIG. 1000 (2) FAST CLAMP TOLCO FIG. 1000 TOLCO FIG. 1000 FASTCLAMP RISER BRACE TOLCO FIG. 909 OR 910 ( SWG ) UNHEATED SPACE HEATED SPACE UNHEATED VESTIBULE INSULATION FILL FLOOR JOIST SIDEWINDER NO SCALE SIDEWINDER ( SWG ) FLOOR JOIST SIDEWINDER ( SWG ) TGI JOIST / TRUSS CONSULT TRUSS MANUFACTURER FOR RECOMMENDED INSTALLATION POINT SIDEWINDER ( SWG ) MINIMUM 2-1/2" FROM BOTTOM FOR BRANCH LINES. MINIMUM 3" FROM BOTTOM FOR MAIN LINES. EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO 2" OR THICKER NAILING STRIPS RESTING ON TO OF STEEL BEAMS. NOT LESS THAN 2" NOMINAL WIDTH (1-1/2") FOR UP TO 3 -1/2" PIPING; NOT LESS THAN 3" NOMINAL WIDTH FOR 4" AND 5" PIPE. NO SCALE NO SCALE HEATED SPACE HEATED SPACE NO SCALE FLOOR Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 2 1 P M FS201 FIRE SPRINKLER SYSTEM DETAILS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 12.312 A.6A.6 12.712.6 BB CC C.10 DD D.10 EE FF GG G.6 G.3 1110987 1.31 A.3 A 2 3 4 5 6 L-1 L-1 L-1 L-1 WC-1 WC-1 WC-2 WC-2 FD-1 FD-1 WC-2 WC-2 U-1 U-1 SS-1 L-2 WC-1 FD-1 TP-1 CR-1 (ON UPPER LEVEL) CR-1 FD-1 JS-1 S-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1CR-1 CR-1 CR-1 SS-1 L- 1 L- 1 WC - 2 L- 1 TP - 1 L- 1 WC - 2 U- 1 U- 1 WC - 2 WC - 1 WC - 2 WC - 1 FD-1 FD-1 COTG COTG L-2 L-2 S-1 FS-1 JS-1 FD-1 CR-1 L-1 L-1 L-1 L-1 WC-2 U-1 U-1 WC-2 FD-1 WC-2 WC-2 FD-1 WC-1 WC-1 2" VENT & WCO 2" VENT 2" VENT 2" VENT 2" V 4" W 2" W 2" W 4" W 4" W FINISHED FLOOR ELEVATION = 100'-0" FINISHED FLOOR ELEVATION = 100'-0" FINISHED FLOOR ELEVATION = 100'-0" FINISHED FLOOR ELEVATION = 100'-0"FINISHED FLOOR ELEVATION = 100'-0" FINISHED FLOOR ELEVATION = 100'-0" INVERT ELEVL. 99'-0" INVERT ELEV. 96'-6" 4" W 3 1 3 3 4 (ON UPPER LEVEL) 4 2" W2" W 4" W2" W TP-1 3 1/2" CW 1/2" CW 4" W2" W 1/2" CW 2" W 2" VENT & WCO 2" VENT 4" W 2" W WCO (ON UPPER LEVEL) 4 (ON UPPER LEVEL)4 (ON UPPER LEVEL) 4 (ON UPPER LEVEL) 4 (ON UPPER LEVEL)4 (ON UPPER LEVEL)4 (ON UPPER LEVEL) 4 (ON UPPER LEVEL)4 (ON UPPER LEVEL) 4 (ON UPPER LEVEL) 4 2" W 2" W 4" W 3 3TP-1 2" VENT 2" V 2" VENT 2" VENT4" W 3 1/2" CW 1/2" CW 2 2 2 2 2 4" W 4" W 4" W SEE SITE PLAN FOR CONTINUATION.4" W 2" WCO 4" W 2" W 2" W 2" W INVERT ELEVL. 99'-0" INVERT ELEVL. 98'-0" 2" W 4" W 4" W 2" VENT & WCO 2" V E N T 4" W 2" W1/2" CW 2" V 2" V E N T 1/2" CW 3 3 4" W 2" W 4" W 2" W 2" W 2" W COTG 4" W 2" W 2" VENT 2" VENT 2" W 3" W 2" W 4" W DF-1 2" W 4" W 4" W 2" W 2" W 2" W DF-1 4" W 2" W 2" W 2" W 3" W 2" VENT 2" VENT 1/2" CW 3 TP-1 32" W 4" W 4" W 4" W 2" VENT 56 7 56 6" FIRE 2" IRR 2" CW SEE SITE PLAN FOR CONTINUATION. INVERT ELEVL. 99'-0" INVERT ELEV. 96'-6" INVERT ELEV. 96'-0" 2" W TP - 1 1 1 1 1 1 2" WCO 1 1 1 1 & WCO 1/2" CW3 & WCO TP-13 TP-13 1 1 1 1 1 TP-1 CR-1 (ON UPPER LEVEL) 4 2" W 2" W Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 5 7 P M P100 PLUMBING FOUNDATION PLAN 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s PLUMBING FOUNDATION PLAN SCALE: 1/8" = 1'-0" GENERAL NOTES:PLAN NOTES: 1 ALL PLUMBING SHALL COMPLY WITH THE MOST STRINGENT OF APPLICABLE CODES, ORDINANCES, OR THE SPECIFICATIONS. ALL FIXTURES SHALL BE PROPERLY VENTED TO THE ATMOSPHERE. REFER TO MECHANICAL SHEETS FOR LOCATIONS OF MECHANICAL EQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT AVAILABLE SPACE. GAS LINE TO BE RUN ON EQUIPMENT PLATFORM LEVEL UNLESS OTHERWISE NOTED OR SHOWN. WATER PIPING AND VENT PIPING SHALL BE RUN ON EQUIPMENT PLATFORM LEVEL UNLESS OTHERWISE NOTED OR SHOWN. FOR INDIVIDUAL LINE SIZES TO FIXTURES, SEE PLUMBING FIXTURE SCHEDULE ON SHEET P401. DO NOT RUN PLUMBING PIPES IN SHEAR WALLS UNLESS NOTED OTHERWISE. MINIMUM WASTE PIPING BELOW CONCRETE FLOORS SHALL BE 2". DUE TO CLOSE PROXIMITY OF WATER, VENT AND DRAIN PIPING AS WELL AS DUCTWORK, EQUIPMENT, AND HVAC PIPING, THE PLUMBING CONTRACTOR SHALL COORDINATE THE INSTALLATION WITH THE MECHANICAL AND SHEET METAL CONTRACTORS. FOR PIPE SIZES NOT SHOWN ON THIS SHEET, REFER TO LARGE SCALE PLANS, PIPING SCHEMATICS AND FIXTURE SCHEDULE ON SHEET P401. REFER TO MECHANICAL SHEETS FOR ANY ADDITIONAL WORK. COORDINATE LOCATION OF EACH DOMESTIC WATER ISOLATION VALVE WITH MECHANICAL AND SHEET METAL INSTALLATION TO PROVIDE REQUIRED ACCESS AND VISIBLITY TO VALVE. CONTRACTOR SHALL RUN ALL WATER LINES WITHIN BUILDING INSULATION ENVELOPE. LEAVE 6" CLEAR SPACE ON EQUIPMENT DECK BETWEEN FURNACES, DUCTWORK, ETC. AND HIGH WALL FOR GAS PIPING, CONDUIT, DRAINS, ETC. RACK ALL PIPING AND CONDUIT ON WALL WITH UNISTRUT SUPPORTS. MINIMIZE RUNNING PIPES ON PLATFORM FLOOR THAT WILL IMPEDE WALKWAYS. A- B- C- D- E- F- G- H- M- ALL WASTE LINES BELOW FLOORS TO BE GRADED AT 1/4" SLOPE PER FOOT. PROVIDE CLEAN OUTS IN LINES AT ALL CHANGES IN DIRECTION AND AT 100'-0" MAXIMUM INTERVALS. REFER TO SITE PLAN FOR ACTUAL LOCATION AND GRADING OF WASTE PIPING OUTSIDE OF BUILDING. PIPE SHOWN HERE FOR COORDINATION PURPOSES. RUN 1/2" COLD WATER LINE WITH 'PEX' PIPING BELOW FLOOR BETWEEN TRAP PRIMER AND FLOOR DRAIN. REFER TO TRAP PRIMER DETAILS ON SHEET P501 FOR TYPICAL INSTALLATION. SEE DETAIL H/P501. CONDENSATE RECEIVER LOCATED ON EQUIPMENT PLATFORM LEVEL. RISE 2" WASTE LINE UP IN WALL ABOVE WITH CLEANOUT AT 12" ABOVE FLOOR. REFER TO SHEET P101 FOR CONTINUATION OF PIPING ABOVE. 6" FIRE WATER LINE TO BUILDING. RISE UP THRU FLOOR AND CONNECT TO FIRE RISER AND ALARM VALVE. REFER TO LARGE SCALE PLAN ON SHEET P402. AND TO FIRE RISER DETAIL ON SHEET FS201 FOR PIPING CONNECTIONS. 2" DOMESTIC COLD WATER SERVICE LINE TO BUILDING. RISE UP THRU FLOOR AND CONNECT TO PRV STATION ABOVE. REFER TO LARGE SCALE PLAN ON SHEET P402 AND TO WATER PRV DETAIL K/ P501. DROP 2" LAWN SPRINKLER LINE DOWN FROM PRV STATION ABOVE. RUN TO EXTERIOR OF BUILDING AND CAP FOR FUTURE CONNECTION. MINIMUM BURY OF IRRIGATION LINE TO BE 36" BELOW GRADE. REFER TO DETAIL K/P501. 2 3 4 5 6 7 J- K- L- N- O- P- Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w SEISMIC VALVE DETAILASECTION1 M E A N I N G WASTE LINE VENT THRU ROOF CONDENSATE DRAIN GAS LINE VTR COLD WATER LINE VENT LINE HOT WATER LINE SYMBOL OR ABBREVIATION FLOOR CLEANOUT FCO HOT WATER SUPPLY SNOW MELT SYSTEM BALL VALVE UNION M E A N I N G WCO CO COTG ABBREVIATION SYMBOL OR WALL CLEANOUT CLEANOUT TO GRADE CLEANOUT CONDENSATE DRAIN SECONDARY HOT WATER RETURN SNOW MELT SYSTEM SCALE: NONE 6" INTO BUILDING UNISTRUT SUPPORT (TYPICAL) GAS METER NOTES: CHAIN AND RESET BUTTON FACING OUT VALVE MUST BE INSTALLED WITH THE1. SURE VALVE IS MOUNTED ABSOLUTELY THE CHAIN IS A PLUMB LINE. MAKE2. TOUCHING THE RING. FLOW IN DIRECTION OF "ARROW" CAST VALVE MUST BE INSTALLED WITH GAS3.LINE SIZE SAME AS SEISMIC VALVE SIZE SEISMIC VALVE ACCORDING TO4. SEISMIC VALVE TO BE LOCATED WITHIN5. FROM METER. 1 SCALE: NONE 6" FLOW SEISMIC VALVE MUST BE 2" MIN. WITH6. UNISTRUT P2547 UNISTRUT P1000 3/8"x8"BOLTS W/NUT & WASHER 2x6 BLOCKING W/ SIMPSON A35 EACH END ANCHOR TO WALL (TYPICAL) 6x6 TREATED WOOD SPACER CONCRETE SLAB 20 " MA X I M U M BRACKET CONCRETE SLAB AND ACCESSIBLE. LEVEL AND NO PART OF THE CHAIN IS INTO VALVE BODY. TOTAL BUILDING MBH. THE FIRST SIX LINEAL FEET OF PIPE FLANGE. CD G SMS SD SMR L E G E N D Gas 12.312 A.6A.6 12.712.6 BB CC C.10 DD D.10 EE FF GG G.6 G.3 1110987 1.31 A.3 A 2 3 4 5 6 BISHOP 103 BISHOP 104 WAITING 105 CLERK 106 INTERVIEW 102 INTERVIEW 101 WOMEN 107 MEN 108 ROOM 110 ROOM 109 VESTIBULE 112 FOYER 111 TABLE/CHAIR STOR 113 ELEC. 114 SERVING AREA 115 CUST. 116 ROOM 117 ROOM 118 ROOM 120 ROOM 121 HALLWAY 119 STAIR 122 STOR. 123 INTERVIEW 126 CLERK 124 STAKE PRES. 125 INTERVIEW 127 HIGH COUNCIL 129 VEST. 130 ROOM 156 WOMEN 157 MEN 158 HALLWAY 155 TECH 154 SAC. PREP 153 CHAPEL 151 MOTHERS 159 VEST. 191 CLERK 192 WAITING 190 INTERVIEW 187 INTERVIEW 188 BISHOP 189 BISHOP 193ROOM 185 ROOM 186 FOYER 183 VEST. 184 CLERK 181 BISHOP 182 WAITING 180 INTERVIEW 179 INTERVIEW 178 BISHOP 177 FIRE RISER 176 SERVING AREA 174 CUST. 175 ROOM 173 ROOM 172 ROOM 170 HALLWAY 171 ROOM 169 MEN 168 WOMEN 167 BISHOP 165 BISHOP 166 INTERVIEW 162 INTERVIEW 161 WAITING 163 CLERK 164 VEST. 160 BISHOP 138 CLERK 139 WAITING 137 INTERVIEW. 136 INTERVIEW 135 BISHOP. 134 MATERIALS CNTR 143 MOTHERS 144 ROSTRUM 145 CHAPEL 146 FAMILY RR 142 SAC. PREP. 141 ROOM 132 HALLWAY 140 ROOM 133 VEST. 131 CULTURAL CENTER 147 CULTURAL CENTER 150 ROSTRUM 152 STOR. 149 STOR. 148 L-1 L-1 L-1 L-1 WC-1 WC-1 WC-2 WC-2 FD-1 FD-1 WC-2 WC-2 U-1 U-1 P401 3 WCO SS-1 L-2 WC-1 FD-1 TP-1 TP-1 CR-1 (ABOVE) CR-1 (ABOVE) FD-1 JS-1 S-1 CR-1 (ABOVE) CR-1 (ABOVE) CR-1 (ABOVE) CR-1 (ABOVE) CR-1 (ABOVE) CR-1 (ABOVE)CR-1 (ABOVE) CR-1 (ABOVE) CR-1 (ABOVE) SS-1 L- 1 L- 1 WC - 2 L- 1 L- 1 TP - 1 WC - 2 U- 1 U- 1 WC - 2 WC - 1 WC - 2 WC - 1 FD-1 FD-1 COTG COTG L-2 L-2 P402 3 S-1 FS-1 JS-1 FD-1 CR-1 (ABOVE) L-1 L-1 L-1 L-1 U-1 U-1 WC-2 FD-1 WC-2 WC-2 FD-1 WC-1 WC-1 P401 5 2" WALL CLEAN OUT 5 5 8 7 P401 1 P402 1 P401 7 5 5 6 2" WDF-1 1/2" CW 5 6 1 1/2" V 1/2" CW 1/2" HW 1/2" CW 2" V 1 1/2" V 3/4" HW 8 2" W 1/2" CW1" CW1" CW 3/4" HW3/4" HW 3/4" HW 1 1/2" CW 3" V 1 1/2" CW 2" V 3/4" HW 3/4" CW 1/2" CW 2" V 2" V 2" W 3/4" HWRC 1 1/2" CW 3/4" HW 1/2" CW 1 1/2" V 1 1/2" CW 3/4" HWRC 3" V 3/4" HW 63" V 2" W 7 3/4" HWRC 2" W 2" CW 5 DF-1 6 2" W 2" CW 1 1/2" CW 2" CW 2" V 2" V 1/2" CW 5 2" W 1 1/2" CW 5 2" W 2" W 5 2" CW 1 1/2" V 2" V 2" CW 2 1 3/4" HW 1/2" HW 1/2" CW 2" W 1 1/2" CW COTG 2" W 5 2" W 1/2" CW 1 1/2" V 1 1/2" CW 7 1 1/2" CW 1 1/2" V 3/4" CW 3/4" HWRC P402 5 4 4 4 4 4 4 4 TP-1 3 8 5 6 5 44 6 3/4" CW 3/4" HW 9 11 3/4" CW 2" CW 1 1/2" CW TP - 1 2" W A L L C L E A N O U T WC-2 10 TP-1TP-1 WAITING 128TP-1 TP-1 3 1/2" HW SEE SHEET P102 FOR CONTINUATION. CR-1 (ABOVE) 5 2" VTR 2" VTR Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 7 : 0 1 P M P101 PLUMBING FLOOR PLAN 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0" GENERAL NOTES:PLAN NOTES: 1 RISE 6" FIRE WATER LINE UP THRU FLOOR AND CONNECT TO FIRE RISER AND ALARM VALVE. REFER TO LARGE SCALE PLAN ON SHEET P402 AND TO FIRE RISER DETAIL ON SHEET FS201 FOR PIPING CONNECTIONS. RISE 2" DOMESTIC COLD WATER SERVICE LINE UP THRU FLOOR AND CONNECT TO PRV STATION ABOVE. REFER TO LARGE SCALE PLAN ON SHEET P402 AND TO WATER PRV DETAIL ON SHEET K/P501. INSTALL TRAP PRIMER BELOW COUNTER. CONNECT TO 1/2" COLD WATER LINE AND RUN 1/2" COLD WATER LINE BELOW FLOOR TO CORRESPONDING FLOOR DRAIN. REFER TO FOUNDATION PLAN ON SHEET P100 FOR PIPING BELOW FLOOR AND TO DETAILS H/P501 FOR TYPICAL INSTALLATION OF TRAP PRIMER. DOMESTIC WATER PIPNG TO BE RUN ABOVE CEILINGS AND/OR EQUIPMENT PLATFORM ABOVE. PIPING SHOWN HERE FOR CLARITY. PIPING RUNS ARE SHOWN HORIZONTALLY FOR CLARITY PURPOSES. PIPING SHALL BE STACKED ON WALL. REFER TO GENERAL NOTE #O. CONDENSATE RECEIVER LOCATED ON EQUIPMENT PLATFORM LEVEL. DROP 2" WASTE LINE DOWN IN WALL WITH CLEANOUT AT 12" ABOVE FLOOR. REFER TO SHEET P102 FOR VENT PIPING ABOVE. REFER TO DETAIL A/P501 FOR TYPICAL INSTALLATION OF FIXTURE. VENT PIPING UP IN WALL. REFER TO SHEET P102 FOR CONTINUATION. REFER TO LARGE SCALE PLANS ON SHEETS P401 AND P402 FOR CONTINUATION OF WATER AND VENT PIPING ABOVE TOILET ROOMS. RISE 3/4" COLD WATER AND 3/4" HOT WATER LINES (AND 3/4" HOT WATER RECIRC. (WHERE APPLICABLE) UP AND CONNECT TO WATER HEATER ON EQUIPMENT PLATFORM. REFER TO SHEET P102 FOR WATER HEATER AND RECIRCULATING PUMP WHERE APPLICABLE) LOCATIONS. GAS METER BY LOCAL GAS COMPANY. SIZE FOR 2,750,000 BTU WITH 2 PSI DISCHARGE PRESSURE. REFER TO GAS LOAD CALCUATIONS ON SHEET P601. RISE 2" GAS LINE ABOVE METER AND INSTALL SEISMIC GAS VALVE. SEE DETAIL ON THIS SHEET. RISE 2" (2 psi) GAS LINE UP INSIDE WALL CAVITY TO ABOVE CEILINGS. REFER TO SHEET P102 FOR CONTINUATION OF PIPING. 2 3 4 5 6 7 8 9 10 11 ALL PLUMBING SHALL COMPLY WITH THE MOST STRINGENT OF APPLICABLE CODES, ORDINANCES, OR THE SPECIFICATIONS. ALL FIXTURES SHALL BE PROPERLY VENTED TO THE ATMOSPHERE. REFER TO MECHANICAL SHEETS FOR LOCATIONS OF MECHANICAL EQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT AVAILABLE SPACE. GAS LINE TO BE RUN ON EQUIPMENT PLATFORM LEVEL UNLESS OTHERWISE NOTED OR SHOWN. WATER PIPING AND VENT PIPING SHALL BE RUN ON EQUIPMENT PLATFORM LEVEL UNLESS OTHERWISE NOTED OR SHOWN. FOR INDIVIDUAL LINE SIZES TO FIXTURES, SEE PLUMBING FIXTURE SCHEDULE ON SHEET P402. DO NOT RUN PLUMBING PIPES IN SHEAR WALLS UNLESS NOTED OTHERWISE. MINIMUM WASTE PIPING BELOW CONCRETE FLOORS SHALL BE 2". DUE TO CLOSE PROXIMITY OF WATER, VENT AND DRAIN PIPING AS WELL AS DUCTWORK, EQUIPMENT, AND HVAC PIPING, THE PLUMBING CONTRACTOR SHALL COORDINATE THE INSTALLATION WITH THE MECHANICAL AND SHEET METAL CONTRACTORS. FOR PIPE SIZES NOT SHOWN ON THIS SHEET, REFER TO LARGE SCALE PLANS, PIPING SCHEMATICS AND FIXTURE SCHEDULE ON SHEET P402. REFER TO MECHANICAL SHEETS FOR ANY ADDITIONAL WORK. COORDINATE LOCATION OF EACH DOMESTIC WATER ISOLATION VALVE WITH MECHANICAL AND SHEET METAL INSTALLATION TO PROVIDE REQUIRED ACCESS AND VISIBLITY TO VALVE. CONTRACTOR SHALL RUN ALL WATER LINES WITHIN BUILDING INSULATION ENVELOPE. LEAVE 6" CLEAR SPACE ON EQUIPMENT DECK BETWEEN FURNACES, DUCTWORK, ETC. AND HIGH WALL FOR GAS PIPING, CONDUIT, DRAINS, ETC. RACK ALL PIPING AND CONDUIT ON WALL WITH UNISTRUT SUPPORTS. MINIMIZE RUNNING PIPES ON PLATFORM FLOOR THAT WILL IMPEDE WALKWAYS. A- B- C- D- E- F- G- H- M- J- K- L- N- O- P- Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 12.312 A.6A.6 12.712.6 BB CC C.10 DD D.10 EE FF GG G.6 G.3 1110987 1.31 A.3 A 2 3 4 5 6 CHAPEL 151 UPPER CHAPEL 146 CULTURAL CENTER 147 CULTURAL CENTER 150 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 2" VTR 2" V 3/4" CONDENSATE DRAIN LINES FOR EACH FURNACE SYSTEM. (TYPICAL) 3/4" CD F 91 F 1A (2) 3/4" CD (2) 3/4" CD4 6 F 1B F 8 66 11 1 1 ERV 1A 4 3/4" G REFER TO LARGE SCALE PLANS 1/P402 AND 3/P402 FOR CONTINUATION OF PIPING. REFER TO LARGE SCALE PLANS 3/P402 FOR CONTINUATION OF PIPING. 3" VTR WH-1 RP-1 6 3/4" G3/4" G 1" G 8 1 1/2" VENT UP FROM FIXTURE BELOW 2" VENT UP FROM CR-1 2" V OFFSET 3" VENT AS REQUIRED FOR RIDGE LINE OF ROOF. F 10 1 4 3/4" HW 3/4" CW 1" G 1" GRISE GAS PIPING UP OVER STAIRWAY 7'-6" MINIMUM. ERV 6 2 2" VENT UP FROM CR-1 2" VENT UP FROM CR-1 2 1" G 33 7 131 3 5 5 7 7 7 7 7 1" G1 1/4" G1 1/4" G ERV 7 2 5 F 11 1 1 1 3 6 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G 7 F 1C 1 6 4 5 3/4" G7 6 11 F 1D 1 ERV 1B 2 3 3 2" VTR 3/4" G 3/4" G CR-1 7 F 2C1 6 4 7 6 11 F 2D 1 ERV 2B 2 3 3 7 F 3C 1 6 4 7 6 1 1 F 3D 1 ERV 3B 2 3 3 3/4" G 3/4" G3/4" G 2" VENT UP FROM CR-1 1 1/2" VENT UP FROM DF-1 7 WH-19 2" V 2" VTR 4 2" V 6 3/4" G 3/4" G 3/4" G 6 1" G 3/4" G 3 3 F 12 1 F 13 1 555 2" VENT UP FROM CR-1 2" VENT UP FROM CR-1 4 55 2" V F 14 1 6 1 33 3/4" G 1" G1" G3/4" G 7 1 F 151 6 2" V 2" V 2" V 3" VTR F 2A1F 2B 1 F 7 F 6 5555 77 6 6 6 7 1 1 1 ERV 2A 2 ERV 52 4 4 3 3 1 3/4" G 3/4" G 2" G 1 1/4" G 3 3/4" CD (2) 3/4" CD 2" VENT UP FROM CR-11 1/2" VENT UP FROM DF-1 3 2" V 3/4" CD 3/4" CD 3/4" CD (2) 3/4" CD(2) 3/4" CD(2) 3/4" CD 3/4" CD 2" G RAISE 2" GAS LINE UP INSIDE EXTERIOR WALL CAVITY. REFER TO SHEET P101 FOR CONTINUATION OF PIPING AND GAS METER LOCATION BELOW. 2" V 2" VTR2" VENT UP FROM CR-1 1 1/4" G 2" VENT UP FROM FIXTURES BELOW 3 3/4" G 9 WH-1 REFER TO SHEET P101 FOR CONTINUATION OF DOMESTIC WATER PIPING. REFER TO SHEET P101 FOR CONTINUATION OF DOMESTIC WATER PIPING. 3/4" G1 3/4" CD 31 F 3A1 1 7 6 3/4" G 1 1/4" G1 1/4" G F 3B 1 7 6 3/4" G ERV 3A 2 ERV 4 2 3/4" CD 4 2" VTR 1 1/4" G3/4" G 4" VTR 8 WH-1 RP-1 4 F 51 6 1 7 1 1/4" G (2) 3/4" CD (2) 3/4" CD 3 2" V 3/4" G REFER TO SHEET P101 FOR CONTINUATION OF DOMESTIC WATER PIPING. F 41 1 6 1 1/4" G 1 1/4" G 7 2" VENT UP FROM CR-1 2" V 1 1/2" V 2" V 7 ERV 8 2 2" VTR CR-1 4 Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 7 : 0 6 P M P102 EQUIPMENT PLATFORM PLUMBING PLAN 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s GENERAL NOTES:PLAN NOTES: 1 FURNACE, DX COOLING COIL, AND DRAIN PAN BY MECHANICAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS. PLUMBING CONTRACTOR TO ROUGH-IN AND CONNECT 3/4" CONDENSATE DRAIN LINE FROM DX COIL AND FROM FURNACE. CONNECT SEPARATE 3/4" DRAIN LINE TO DRAIN PAN. RUN (2) SEPARATE DRAIN LINES FROM EQUIPMENT TO NEAREST CR-1 DRAIN HUB. ERV UNIT TO BE INSTALLED BY MECHANICAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS. COORDINATE DRAIN LINES, WATER LINES, AND GAS PIPING WITH UNIT AND CORRESPONDING DUCTWORK. RUN CONDENSATE DRAIN LINE NEAR FLOOR. SUPPORT WITH FLOOR MOUNTED SUPPORTS AT 6'-0" MAXIMUM SPACING. PIPING TO BE GRADED AT 1/8" MINIMUM SLOPE TOWARDS CR-1. ADJUST SUPPORTS AS REQUIRED FOR GRADING. COORDINATE PIPE WITH EQUIPMENT MOUNTED ON PLATFORM FLOOR. SEE DETAIL E/P501 CONDENSATE RECEIVER LOCATED ON EQUIPMENT PLATFORM LEVEL. DROP 2" WASTE LINE DOWN IN WALL BELOW. RISE 2" VENT UP AND CONNECT TO NEAREST VTR AS SHOWN. REFER TO DETAIL A/P501 FOR TYPICAL CR-1 INSTALLATION. RUN GAS PIPING ABOVE EQUIPMENT PLATFORM. REFER TO MECHANICAL DRAWINGS TO COORDIANTE WITH DUCTWORK AND EQUIPMENT. CONNECT 3/4" GAS LINE TO FURNACE WITH SHUT-OFF VALVE, PRESSURE REGULATOR AND FLEXIBLE HOSE CONNECTION. REFER TO DETAIL G/P501 FOR TYPICAL GAS LINE CONNECTION. VENT REGULATOR TO EXTERIOR AS RECOMMENDED BY MANUFACTURER. RISE ALL PIPING TO MINIMUM OF 7'-0" ABOVE PLATFORM FLOOR WHEN CROSSING FROM ONE SIDE TO THE OTHER. COORDINATE PIPING WITH EQUIPMENT AND DUCTWORK. REFER TO MECHANICAL DRAWINGS FOR DUCTWORK LOCATIONS. RISE 3/4" HOT AND COLD WATER LINES, AND 3/4" HOT WATER RECIRC. LINES UP THRU FLOOR AND CONNECT TO WATER HEATER. REFER TO DETAIL D/P501 FOR TYPICAL PIPING CONNECTIONS. RISE 3/4" HOT AND COLD WATER LINES UP THRU FLOOR AND CONNECT TO WATER HEATER. REFER TO DETAIL D/P501 FOR TYPICAL PIPING CONNECTIONS. 2 3 4 5 6 7 EQUIPMENT PLATFORM PLUMBING PLAN SCALE: 1/8" = 1'-0" 8 ALL PLUMBING SHALL COMPLY WITH THE MOST STRINGENT OF APPLICABLE CODES, ORDINANCES, OR THE SPECIFICATIONS. ALL FIXTURES SHALL BE PROPERLY VENTED TO THE ATMOSPHERE. REFER TO MECHANICAL SHEETS FOR LOCATIONS OF MECHANICAL EQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT AVAILABLE SPACE. GAS LINE TO BE RUN ON EQUIPMENT PLATFORM LEVEL UNLESS OTHERWISE NOTED OR SHOWN. WATER PIPING AND VENT PIPING SHALL BE RUN ON EQUIPMENT PLATFORM LEVEL UNLESS OTHERWISE NOTED OR SHOWN. FOR INDIVIDUAL LINE SIZES TO FIXTURES, SEE PLUMBING FIXTURE SCHEDULE ON SHEET P402. DO NOT RUN PLUMBING PIPES IN SHEAR WALLS UNLESS NOTED OTHERWISE. MINIMUM WASTE PIPING BELOW CONCRETE FLOORS SHALL BE 2". DUE TO CLOSE PROXIMITY OF WATER, VENT AND DRAIN PIPING AS WELL AS DUCTWORK, EQUIPMENT, AND HVAC PIPING, THE PLUMBING CONTRACTOR SHALL COORDINATE THE INSTALLATION WITH THE MECHANICAL AND SHEET METAL CONTRACTORS. FOR PIPE SIZES NOT SHOWN ON THIS SHEET, REFER TO LARGE SCALE PLANS, PIPING SCHEMATICS AND FIXTURE SCHEDULE ON SHEET P402. REFER TO MECHANICAL SHEETS FOR ANY ADDITIONAL WORK. COORDINATE LOCATION OF EACH DOMESTIC WATER ISOLATION VALVE WITH MECHANICAL AND SHEET METAL INSTALLATION TO PROVIDE REQUIRED ACCESS AND VISIBLITY TO VALVE. CONTRACTOR SHALL RUN ALL WATER LINES WITHIN BUILDING INSULATION ENVELOPE. LEAVE 6" CLEAR SPACE ON EQUIPMENT DECK BETWEEN FURNACES, DUCTWORK, ETC. AND HIGH WALL FOR GAS PIPING, CONDUIT, DRAINS, ETC. RACK ALL PIPING AND CONDUIT ON WALL WITH UNISTRUT SUPPORTS. MINIMIZE RUNNING PIPES ON PLATFORM FLOOR THAT WILL IMPEDE WALKWAYS. A- B- C- D- E- F- G- H- M- J- K- L- N- O- P- 9 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w A.6 B 2 WOMEN 107 MEN 108 L-1 L-1 L-1 L-1 WC-1 WC-1 WC-2 WC-2 FD-1 FD-1 WC-2 WC-2 U-1 U-1 TP-1 REFER TO SHEET P101 FOR CONTINUATION OF WATER PIPING 3/4" HW 3/4" HW 1 1/2" CW 3/4" HW 3/4" HW 1 1/2" CW 1 1/4" CW 1 1/4" CW 1 1/4" CW WATER HAMMER ARRESTOR ISOLATION VALVE TP-1 2 A.6 B A.6 B 2 WOMEN 107 MEN 108 L-1 L-1 L-1 L-1 WC-1 WC-1 WC-2 WC-2 FD-1 FD-1 WC-2 WC-2 U-1 TP-1 4" W REFER TO SHEET P101 FOR CONTINUATION OF VENT PIPING 1/2" CW 1/2" CW 3" V 4" W 3" V 4" W 2" V 2" V 2" W 2" W PROVIDE WALL CLEAN OUT SEE DETAIL H/P501 U-1 3" V REFER TO SHEET P100 FOR CONTINUATION OF WASTE PIPING TP-1 F G REFER TO FOUNDATION PLAN ON SHEET P100 FOR CONTINUATION COTG 4" W 4" W 2" V 4" W3" V 4" W3" V 1/2" CW1/2" CW WC-1 WC-1 FD-1 WC-2 FD-1 WC-2 WC-2 U-1 WC-2 U-1 TP-1TP-1 L-1 L-1 L-1 3" V 4" W 2" W WOMEN 167 MEN 168 REFER TO SHEET P101 FOR CONTINUATION OF VENT PIPING 2" WASTE TO CR-1 ON PLATFORM LEVEL. SEE SHEET P102. DROP 2" WASTE LINE DOWN IN WALL. RISE 2" VENT LINE UP ABOVE. REFER TO SHEET P102 FOR CONTINUATION OF VENT PIPING. SEE DETAIL H/P501 4" W3" V 2" W 2" W 2" V L-1 REFER TO SHEET P100 FOR CONTINUATION OF WASTE PIPING F G WC-1 WC-1 WC-2WC-2 FD-1 FD-1 WC-2 U-1 U-1 WC-2 L-1 L-1 TP-1 L-1L-1 CAP END OF PIPING 1/2" CW 1 1/4" CW WATER HAMMER ARRESTOR 1 1/4" CW 1 1/4" CW 1 1/2" CW 1 1/2" CW 3/4" HW3/4" HW 1 1/2" CW 3/4" HW 3/4" HW 1 1/2" CW 3/4" HWRC 2" CW 1 1/2" CW SEE SHEET P101 FOR CONTINUATION SEE SHEET P101 FOR CONTINUATION ISOLATION VALVE TP-1 WOMEN 167 MEN 168 4" W 4" W 4" W 4" W 2" W 1/2" CW 2" W 1/2" CW 2" V 2" V 2" V 2" V 2" V 2" V 2" V 1 1/2" V 1 1/2" V 2" V 2" V 3" V 3" V SEE SHEET P101 FOR CONTINUATION SEE SHEET P100 FOR CONTINUATION CONNECT 1/2" COLD WATER LINE FROM TRAP PRIMER TO FLOOR DRAIN. (TYPICAL OF 2.) SEE DETAIL H/P501. 3" V CO 1 1/4" CW 1 1/2" CW 1 1/4" CW 1 1/4" CW 1 1/2" CW 1 1/2" CW 3/4" HW 3/4" HW 3/4" CW 3/4" CW WATER HAMMER ARRESTOR 1/2" HW 1/2" CW 1/2" HW 1/2" CW 1/2" CW 1/2" CW 1/2" CW 1/2" CW 1/2" CW 1/2" CW SEE SHEET P101 FOR CONTINUATION CAP 3/4" HW ISOLATION VALVE SEE SHEET P100 FOR CONTINUATION SEE SHEET P100 FOR CONTINUATION CONNECT 1/2" COLD WATER LINE FROM TRAP PRIMER TO FLOOR DRAIN. (TYPICAL OF 2.) SEE DETAIL H/P501. SEE SHEET P101 FOR CONTINUATION 3" V 1 1/2" V 1 1/2" V 2" V 2" V 2" V2" V 2" V 2" V 2" V 4" W 4" W 4" W 4" W 4" W 4" W 1/2" CW 1/2" CW 2" V 2" V 3" V 3" V 3" V WATER HAMMER ARRESTOR CAP SEE SHEET P101 FOR CONTINUATION SEE SHEET P101 FOR CONTINUATION 1/2" CW 1/2" CW 1/2" CW 1/2" CW 3/4" CW 3/4" CW 1/2" CW 1/2" CW 1/2" HW 1/2" CW 1/2" HW 1 1/4" CW 1 1/4" CW 1 1/2" CW 1 1/2" CW 3/4" HW 3/4" HW ISOLATION VALVE 1/2" CW 1 1/2" CW Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 7 : 1 0 P M P401 LARGE SCALE PLUMBING PLANS AND SCHEMATICS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s LARGE SCALE WASTE AND VENT PIPING PLAN - TOILET ROOMS 107 & 108 SCALE: 1/4" = 1'-0" LARGE SCALE WATER PIPING PLAN - TOILET ROOMS 107 & 108 SCALE: 1/4" = 1'-0" 1 P401 3 P401LARGE SCALE WASTE AND VENT PIPING SCHEMATIC - TOILET ROOMS 107 & 108 SCALE: 1/4" = 1'-0" 2 P401 LARGE SCALE WATER PIPING SCHEMATIC - TOILET ROOMS 107 & 108 SCALE: 1/4" = 1'-0" 4 P401 LARGE SCALE WASTE AND VENT PIPING PLAN - TOILET ROOMS 167 & 168 SCALE: 1/4" = 1'-0" LARGE SCALE WATER PIPING PLAN - TOILET ROOMS 167 & 168 SCALE: 1/4" = 1'-0" 5 P401 7 P401LARGE SCALE WASTE AND VENT PIPING SCHEMATIC - TOILET ROOMS 167 & 168 SCALE: 1/4" = 1'-0" 6 P401 LARGE SCALE WATER PIPING SCHEMATIC - TOILET ROOMS 167 & 168 SCALE: 1/4" = 1'-0" 8 P401 FD-1 WC-1 WC-1 WC-2 WC-2 U-1 FD-1 WC-2 U-1 WC-2 L-1 L-1 TP-1 L-1 L-1 L-1 L-1 L-1 L-1 WC-2 U-1 U-1 WC-2 WC-2 WC-2 WC-1 WC-1 WC-1 WC-1 FD-1 FD-1 WC-2 WC-2 WC-2 WC-2 L-1 U-1U-1 L-1 L-1 L-1 TP-1 L-1 WC-1 WC-2 WC-2 WC-1 WC-2 WC-2 U-1 U-1 L-1 L-1 L-1 TP-1 TP-1 TP-1 TP-1 TP-1 TP-1 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w U-1 TP-1 DF-1 CR-1 FS-1 FD-1 JS-1 L-1 L-2 S-1 SS-1 WC-2 WC-1 WH-1 RP-1 PLUMBING FIXTURE SCHEDULE 1-1/2" 1-1/2" SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS AND MODEL NUMBERS. 1-1/2" 2" SACRAMENT SINK FLOOR DRAIN SERVING AREA SINK CONDENSATE RECEPTOR 1 2" SERVICE SINK LAVATORY URINAL 3" INT. FIXTURE WATER CLOSET WATER CLOSET MARK INT. INT. TRAP 1/2" FLUSH TANK, 18" RIM HEIGHT (ADA APPROVED) FLUSH VALVE, WALL HUNG FLOOR TYPE WITH DEEP SEAL P-TRAP AND TRAP PRIMER CONNECTION COUNTER TOP SEE DETAIL A/P501 TWO COMPARTMENT SELF SUPPORTING 20"X18" (ADA APPROVED) 1/2" 1/2" 2"2" 1-1/2" 1-1/2"1-1/2" 2" 1-1/2" 2" - - 1/2" - - 3/4" 1/2" 1/2"1-1/2" 3" 1-1/2" 2" 2" 2" 1/2" 1/2" - FLUSH TANK C.W. 1/2" PIPE SIZE 4" 4" WASTE 2" 2" VENT H.W. - - REMARKS 1 1-1/2"DRINKING FOUNTAIN 1-1/2" 1-1/2" 1/2" - ELECTRIC BI-LEVEL (ADA APPROVED) FLOOR SINK 4"WITH DEEP SEAL P-TRAP4" 2" - - WITH OFFSET DRAIN AND PIPE COVERS FOR DRAIN, HOT & CW WATER HEATER ----3/4"--3/4" ELECTRIC, 50 GALLON, (2) NON-SIMULTANEOUS 4500 WATT ELEMENTS, 208V-1P TRAP PRIMER ---- 1/2" PRECISION PRODUCTS MODEL PTS-8, RUN 1/2" PEX PIPING TO CORRESPONDING FLOOR DRAIN AND CONNECT SEE H/P501. 1-1/2"LAVATORY COUNTER TOP MOUNT (ADA APPROVED)1/2"1-1/2"1-1/2"1/2"WITH OFFSET DRAIN AND PIPE COVERS FOR DRAIN, HOT & CW HOT WATER RECIRC. PUMP IN-LINE PUMP WITH3 GPM, 3 SPEED MOTOR, AND STRAP-ON AQUASTAT3/4"--- - 1/2" 12.312 12.712.6 D D.10 E WOMEN 157 MEN 158 MOTHERS CR-1 L- 1 L- 1 WC - 2 L- 1 L- 1 TP - 1 WC - 2 U- 1 U- 1 WC - 2 WC - 1 WC - 2 WC - 1 FD-1 FD-1 L-2 159 1 1/2" V 4" W 3" V 2" V2" V3" V 4" W4" W 1/2" CW 1/2" CW 2" V E N T & W C O 2" V E N T 2" V E N T 2" V E N T 2" V E N T 2" W 2" W REFER TO SHEET P101 FOR CONTINUATION OF WASTE AND VENT PIPING REFER TO SHEET P101 FOR CONTINUATION OF WASTE AND VENT PIPING 1 1/2" VENT 2" VENT 2" W ON EQUIPMENT PLATFORM LEVEL. DROP 2" WASTE LINE DOWN IN WALL. SEE SHEET P102 FOR CONTINUATION OF VENT PIPING ABOVE. 3" VTR TP - 1 12.312 12.712.6 D D.10 E WOMEN 157 MEN 158 MOTHERS 159 L- 1 L- 1 WC - 2 L- 1 L- 1 TP - 1 WC - 2 U- 1 U- 1 WC - 2 WC - 1 WC - 2 WC - 1 FD-1 FD-1 WATER HAMMER ARRESTOR 1 1/4" CW 1 1/4" CW1 1/2" CW 1 1/2" CW 1 1/2" CW RISE 3/4" CW, HW AND HWRC LINES UP AND CONNECT TO WATER HEATER WH-1 ABOVE. REFER TO EQUIPMENT PLATFORM ON SHEET P102 FOR CONTINUATION. L-2 3/4" HW 3/4" HW 3/4" CW 3/4" HW 3/4" HW 1 1/2" CW TP - 1 ISOLATION VALVE 1 1/2" V 2" W 2" W 2" W 4" W 4" W 2" V 1 1/2" V 4" W 2" W 4" W 1 1/2" V 1 1/2" V 1 1/2" V 2" V 2" V 2" V 2" V 2" V 2" V 2" V 1/2" CW 2" W 4" W 2" W 4" W 4" W 4" W 1/2" CW SEE SHEET P100 FOR CONTINUATION CONNECT 1/2" COLD WATER LINE FROM TRAP PRIMER TO FLOOR DRAIN. (TYPICAL OF 2.) SEE DETAIL H/P501. SEE SHEET P100 FOR CONTINUATION SEE SHEET P101 FOR CONTINUATION 3" VTR SEE SHEET P102 FOR CONTINUATION WCO 3" V 3" V 3" V 2" V 2" V 1/2" CW 1/2" CW 1/2" CW1/2" CW 1/2" CW 3/4" CW 3/4" CW 1/2" CW 1/2" CW 1/2" HW 1/2" CW 1/2" HW 3/4" HW 3/4" HW 3/4" HW 3/4" HW 3/4" CW 1 1/2" CW 1/2" CW 1/2" CW 1 1/2" CW 3/4" HW 3/4" CW 3/4" HWRC 3/4" HWRC 1/2" HW 1/2" CW 1 1/2" CW 1 1/2" CW 1 1/4" CW 1 1/2" CW 1 1/4" CW 1 1/4" CW WATER HAMMER ARRESTOR SEE SHEET P101 FOR CONTINUATION INSTALL WATER HEATER ON PLATFORM LEVEL. PROVIDE DRAIN PAN. ISOLATION VALVE G AIR COMPRESSOR FOR DRY PIPE SPRINKLER SYSTEM OPTION. REFER TO DETAIL G/FS201. DRY PIPE FIRE RISER AND ALARM. REFER TO DETAIL A/FS201 WET PIPE FIRE RISER AND ALARM. REFER TO DETAIL A/FS201 FS-1 2" CW 2" V SEE SHEET P101 FOR CONTINUATION. 2" DOMESTIC WATER LINE UP THRU FLOOR. CONNECT TO PRESSURE REDUCING VALVE AND MAIN SHUT- OFF VALVE. REFER TO DETAIL K/P501 FOR TYPICAL PIPING CONNECTIONS. 2" LANDSCAPE WATER LINE WITH REDUCED PRESSSURE BACKFLOW PREVENTOR. DROP DOWN THRU FLOOR. REFER TO DETAIL K/P501 FOR TYPICAL PIPING CONNECTIONS AND TO SHEET P100 FOR CONTINUATION OF PIPING BELOW FLOOR. RISE UP ABOVE CEILING FIRE RISER 176 EH 2 MOUNT HEATER ON WALL AS HIGH AS POSSIBLE WITH WALL BRACKET. COORDINATE WITH PIPING. Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 7 : 1 3 P M P402 LARGE SCALE PLUMBING PLANS AND SCHEMATICS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s LARGE SCALE WASTE AND VENT PIPING PLAN TOILET ROOMS 157 & 158 SCALE: 1/4" = 1'-0" LARGE SCALE WATER PIPING PLAN TOILET ROOMS 157 & 158 SCALE: 1/4" = 1'-0" 1 P402 3 P402 LARGE SCALE WASTE AND VENT PIPING SCHEMATIC - TOILET ROOMS 157 & 158 SCALE: 1/4" = 1'-0" 2 P402 LARGE SCALE WATER PIPING SCHEMATIC - TOILET ROOMS 157 & 158 SCALE: 1/4" = 1'-0" 4 P402 L-2 CR-1 L-1 L-1 L-1 L-1 TP-1 WC-2 WC-2 U- 1 WC-2 WC-2 FD-1 WC-1 WC-1 FD-1 U- 1 WC-1 WC-1 WC-2WC-2 WC-2 WC-2 U-1 U-1 L-1 L-1 L-1 L-1 SS-1 WH-1 RP-1 L-2 LARGE SCALE FIRE RISER ROOM SCALE: 1/4" = 1'-0" 5 P402 TP-1 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w NO SCALE ADAPTOR THERMOPLASTIC 2x4 BUSHING 2" x 1-1/2" 2x2 1-1/2" NIPPLE REQ'D. 4" HUB AS CUT DOWN BELOW FLOOR 2" WASTE DOWN. RUN IN WALL TO AT PIPE. LEDGER "Y" FITTING NOTCH SANITARY OF WALL CONSTR. ROOF. OFFSET TO 2" VENT UP THRU MISS TOP PLATE2-1/2" MAXIMUM FLOOR JOIST CEILING EQUIPMENT EQUIPMENT THERMOPLASTIC PIPE AND FITTINGS 1 1/2" P-TRAP AND TAIL PIECE. USE INTUMSCENT FIRESTOP COLLAR ACCESS FLOOR SLAB. NO SCALE 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. WASTE LINE WASTE LINE. LENGTH TO SUIT. 1/8 BEND FLOOR LINE CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH WITH TOP OF FLOOR. BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. CLEANOUT SHOULD NOT BE LOCATED IN CARPETED AREA. 1/8 BEND FINISH GRADE BRASS CLEANOUT PLUG WITH COUNTER SUNK HEAD 16" SQUARE CONC PAD TROWEL SMOOTH NO SCALE 1'-0" 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. WASTE LINE WASTE LINE. LENGTH TO SUIT. 1/8 BEND CHROME WALL COVER AND SCREW FLOOR LINE WALL MAY EXTEND AS A WASTE OR VENT PLUGGED TEE WITH CLEANOUT NO SCALE R 3/4" WATER HEATER ANCHOR RECIRC. PUMP AQUASTAT COLD WATER LINE HOT WATER LINE DIELECTRIC UNION (TYP) HEAT TRAP FITTING MTHERMOMETER DRAIN VALVE W/ THREADED HOSE CONNECTION PIPE FULL SIZE TO FLOOR DRAIN T&P RELIEF VALVE SIZED TO MATCH WATER HEATER AMTROL ST-5 EXPANSION TANK ELECTRIC WATER HEATER MIXING VALVE FOR TEMPERED WATER BALL VALVE (TYPICAL) HOT WATER RECIRC NO SCALE NO SCALE 3/4" MIN. SIZE 3" ' M I N . 1/ 2 " DX COOLING COIL CEILING ESCUTCHEON CEILING FLOOR RUN BELOW TRUSSES BALL VALVE (TYP) TYPICAL UNION SUPPLY TO BUILDING SLEEVE FLOOR PENETRATIONS AROUND WATER SUPPLY LINES DOUBLE CHECK VALVE BACKFLOW PREVENTER WITH BALL VALVES AND STRAINER 3/4" HOSE THREAD FITTING NO SCALE COMBINATION PRESSURE REDUCING VALVE AND STRAINER. SET DISCHARGE AT 60 PSIG PRESSURE GAGE 0 - 100 PSI RANGE WATER SUPPLY TO BUILDING 3/4" DRAIN VALVE REDUCED PRESSURE BACKFLOW PREVENTER CW LINE OUT FOR SPRINKLER SYSTEM NO SCALE CONCRETE FILL WATERPROOF MEMBRANE WHERE REQUIRED HORIZONTAL RUN IN PIPE 12" MIN. TO SLAB STRUCTURAL BREAKING PORTS AIR GAP VACUUM FIXTURE NEAREST FLOW TO FLOOR DRAIN OUTLET TO P-TRAP CEMENT BED FLOORING IF APPLICABLE 1/2" PEX TRAP PRIMER BALL TYPE SHUT-OFF VALVE MOUNT IN RECESSED BOX IN WALL. PROVIDE 8X8 BOX WITH WITH DOOR. 6" V E R T I C A L NO SCALE 3/4" TO FLOOR DRAIN CONDENSATE RECEIVER DETAILA CLEANOUT TO GRADE DETAIL FLOOR CLEANOUT (FCO) B CLEANOUT TO GRADE (COTG) WALL CLEANOUT DETAILC WATER HEATER PIPING DETAILD CONDENSATE DRAIN PIPE SUPPORT DETAILE DX COIL CONDENSATE DRAIN DETAILF VERTICAL WATER PRESSURE REDUCING STATIONK TRAP PRIMER DETAILH GAS LINE CONNECTION DETAILG OR CROSS MEMBER OF PIPE SUPPORT. PIPE MUST BE CLAMPED SECURELY TO SADDLE OR CHANNELS FASTENED SECURELY TO FLOOR. SUPPORT MAY BE MADE FROM ANGLE IRON VA R I E S MECHANICAL ACCESS FLOOR FASTEN TO FLOOR INTO FLOOR MOUNT THREADED SUPPORT POST SUPPORT SADDLE CONDENSATE DRAIN PIPE CLAMP PIPE TO NOTE: MANUFACTURED 'EZTRAP' IS ACCEPTABLE. VACUUM BREAKER OPEN TO ATMOSPHERE RUN TO DRAIN SLOPE AT 1/4"/FT. HOSE CLAMP TYPICAL 3/4" I.D. CLEAR FLEXIBLE HOSE VENT REGULATOR TO OUTSIDE AS RECOMMENDED BY MANUFACTURER. GAS PRESSURE REGULATOR (2 psi TO 0.5 psi) DROP FROM MAIN. SEE PLAN FOR SIZE MANUAL MAIN SHUT-OFF VALVE DRIP LEG SAME SIZE AS DROP GROUND JOINT UNION EQUIPMENT CASING FLEXIBLE GAS CONNECTOR. 18" MAX. Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 7 : 1 3 P M P501 PLUMBING DETAILS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G 1" G 1" G 3/4" G 1" G 3/4" G 1 1/4" G 3/4" G 1 1/4" G 3/4" G 1 1/4" G 1 1/4" G 3/4" G 1 1/4" G 3/4" G 1 1/4" G 1 1/4" G3/4" G 3/4" G 1 1/4" G 3/4" G 3/4" G 2" G 2" G 3/4" G 1" G 1 1/4" G 3/4" G 3/4" G 1" G 3/4" G 1" G 1" G 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G 3/4" G SEE DETAIL G/P501 FOR FINAL CONNECTION SEE DETAIL G/P501 FOR FINAL CONNECTION SEE DETAIL G/P501 FOR FINAL CONNECTION SEE DETAIL G/P501 FOR FINAL CONNECTION SEE DETAIL G/P501 FOR FINAL CONNECTION RISE GAS LINE UP IN WALL CAVITY SEISMIC VALVE ABOVE METER. SEE DETAIL ON SHEET P101 GAS METER BY LOCAL GAS COMPANY1 1/4" G 1 1/4" G 2" G Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 7 : 1 4 P M P601 GAS PIPING CALCULATION AND SCHEMATIC 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s GAS PIPING SCHEMATIC NO SCALE NOTE: BTU/HR CAPCITIES ARE MAXIMUM POSSIBLE, BASED ON MANUFACTURER'S LISTED IN SPECIFICATIONS. F 15 F 3D 110,000 BTU/HR INPUT, 110 CFH 88,000 BTU/HR INPUT, 88 CFH F 14 88,000 BTU/HR INPUT, 88 CFH F 13 88,000 BTU/HR INPUT, 88 CFH F 12 120,000 BTU/HR INPUT, 110 CFH F 11 110,000 BTU/HR INPUT, 110 CFH F 10 88,000 BTU/HR INPUT, 88 CFH F 3C 110,000 BTU/HR INPUT, 110 CFH F 2D 110,000 BTU/HR INPUT, 110 CFH F 2C 110,000 BTU/HR INPUT, 110 CFH F 1D 110,000 BTU/HR INPUT, 110 CFH F 1C 110,00 BTU/HR INPUT, 110 CFH F 9 110,000 BTU/HR INPUT, 110 CFH F 1A 110,000 BTU/HR INPUT, 110 CFH F 1B 110,000 BTU/HR INPUT, 110 CFH F 2A 110,000 BTU/HR INPUT, 110 CFH F 2B 110,000 BTU/HR INPUT, 110 CFH F 3A 110,000 BTU/HR INPUT, 110 CFH F 3B 110,000 BTU/HR INPUT, 110 CFH 88,000 BTU/HR INPUT, 88 CFH F 8 F 7 88,000 BTU/HR INPUT, 88 CFH F 6 88,000 BTU/HR INPUT, 88 CFH F 4 F 5 88,000 BTU/HR INPUT, 88 CFH 120,000 BTU/HR INPUT, 110 CFH GAS PIPING CALCULATIONS: F 1A F 1B 110,000 BTU F 1C F 1D 110,000 BTU F 2A F 2B F 2C F 2D 110,000 BTU F 3A 110,000 BTU F 3B 110,000 BTU F 3C 110,000 BTU F 3D F 4 120,000 BTU F 5 88,000 BTU F 6 F 7 F 8 F 9 110,000 BTU F 10 F 11 110,000 BTU F 12 TOTAL BTU LOAD 2,484,000 BTU ACTUAL 2,750,000 DESIGN F 13 88,000 BTU BTU / 1000 = CFH 2,750 CFH TOTAL PIPE DESIGN LENGTH 450 FEET LP GAS PIPE SIZE 2" DISCHARGE PRESSURE 2 PSI F 14 F 15 88,000 BTU110,000 BTU 110,000 BTU 110,000 BTU 110,000 BTU 110,000 BTU 110,000 BTU 120,000 BTU 88,000 BTU 88,000 BTU 88,000 BTU 88,000 BTU 1,320,000 BTU 1,144,000 BTU 88,000 BTU Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w S L D E S C R I P T I O N BACK DRAFT DAMPER MOTORIZED DAMPER BRANCH DUCT TAKEOFF SINGLE THICKNESS TURNING VANES DUCT TRANSITION SYMBOL DUCT SMOKE DETECTOR ABOVE FINISHED FLOORAFF SUPPLY AIR RETURN AIR EXHAUST AIR OUTSIDE AIR SA EA OA RA D E S C R I P T I O N MANUAL VOLUME DAMPER SYMBOL SUCTION REFRIGERANT PIPING LIQUID REFRIGERANT PIPING REFRIGERANTREFR. (USE CONCEALED OPERATORS IN DAMPERS INSTALLED OVER SUSPENDED CEILINGS) FLEX. CONNECTION 6'-0" MAX LENGTH REXBURG, IDAHO ELEVATION 4900 FT. L E G E N D DESIGN CONDITIONS OUTSIDE WINTER SUMMER INSIDE 70°F 75°F db, 64°F wb95°F db, 63°F wb -20°F Gas D-1 75 D-1 75 D-3 240 D-3 240 D-1 100 D-2 100 D-5 200 D-5 200 D-4 200 D-4 200 R-1 R-1 R-1 1 1 1 1 1 1 1 BISHOP 103 BISHOP 104 WAITING 105 CLERK 106 INTERVIEW 102 INTERVIEW 101 1 TG-1 TG-1 TG-1TG-1 1 1 S-2 300 S-2 300 R-2 R-2 D-4 100 1 1 1 1 D-4 100 D-3 220 R-5 R-4 R-4 R-4 R-3R-3 R-3R-3 R-3R-3 D-3 220 D-1 80 1 1 EF 6 3 R-5 R-2 R-2 D-4 300 D-4 300 D-4 300 D-4 300 D-4 300 D-4 300 D-4 300 D-4 300 1 1 1 1 1 1 11 R-3 R-3 R-3R-3 R-3 R-3 1 8 8 8 8 8 8 88 8 888 CU 7 CU 2A CU 2B CU 6 WOMEN 107 MEN 108 ROOM 110 ROOM 109 VESTIBULE 112 FOYER 111 TABLE/CHAIR STOR 113 ELEC. 114 SERVING AREA 115 CUST. 116 ROOM 117 ROOM 118 ROOM 120 ROOM 121 HALLWAY 119 STAIR 122 STOR. 123 INTERVIEW 126 WAITING 128 CLERK 124 STAKE PRES. 125 INTERVIEW 127 HIGH COUNCIL 129 VEST. 130 ROOM 156 WOMEN 157 MEN 158 HALLWAY 155 TECH 154 SAC. PREP 153 CHAPEL 151 MOTHERS 159 VEST. 191 CLERK 192 WAITING 190 INTERVIEW 187 INTERVIEW 188 BISHOP 189 BISHOP 193 ROOM 185 ROOM 186 FOYER 183 VEST. 184 CLERK 181 BISHOP 182 WAITING 180 INTERVIEW 179 INTERVIEW 178 BISHOP 177 FIRE RISER 176 SERVING AREA 174 CUST. 175 ROOM 173 ROOM 172 ROOM 170 HALLWAY 171 ROOM 169 MEN 168 WOMEN 167 BISHOP 165 BISHOP 166 INTERVIEW 162 INTERVIEW 161 WAITING 163 CLERK 164 VEST. 160 BISHOP 138 CLERK 139 WAITING 137 INTERVIEW. 136 INTERVIEW 135 BISHOP. 134 MATERIALS CNTR 143 MOTHERS 144 ROSTRUM 145 CHAPEL 146 FAMILY RR 142 SAC. PREP. 141 ROOM 132 HALLWAY 140 ROOM 133 CULTURAL CENTER 147 CULTURAL CENTER 150 ROSTRUM 152 STOR. 149 STOR. 148 R-1 D-3 240 1 1 D-3 240 R-1 D-1 75 1 D-1 100 1 R-1(2)R-1(2) R-1(2)R-1(2) D-1 75 1 R-1 D-2 100 1 1 1 1 D-5 200 D-5 200 TG-1TG-1 TG-1 TG-1 R-5 D-3 220 1 D-4 300 D-4 300 D-4 300 D-4 300 1 1 1 1 R-2 D-4 300 D-4 300 D-4 300 D-4 3001 1 11 R-1 D-3 240 1 1 D-3 240 R-1 D-1 75 1 D-1 100 1 R-1(2)R-1(2) D-1 75 1 R-1 D-2 100 1 R-5 D-3 240 D-1 80 12.312 A.6A.6 12.712.6 BB CC C.10 DD D.10 EE FF GG G.6 G.3 1110987 1.31 A.3 A 2 3 4 5 6 S-2 300 S-2 300 R-1 D-3 240 1 1 D-3 240 R-1 D-1 75 1 D-1 100 1 R-1(2)R-1(2) D-1 751 R-1 D-2 100 1 D-3 300 1 R-1 R-1(2) R-1(2) R-1 R-1 D-1 75 D-1 75 D-3 240 D-3 240 D-1 100 1 1 1 1 1D-2 100 D-1 140 1 D-1 140 1 D-6 80 1 D-6 80 1 EF 2 3 EF 3 3 D-4 240 D-4 240 R-4 R-4 D-5 200 D-5 200 TG-1 TG-1 TG-1 TG-1 D-5 200 D-4 350 D-4 350 D-4 200 D-3 300 1 D-1 150 D-5 300 D-4 400 D-4 400 D-4 200 D-1 75 D-1 75 R-1 R-5 R-4 R-1 R-1 R-1 R-1 R-3 1 1 1 1 R-5 1 1 1 1 2 2 2 R-4 11R-5 1 1 1 R-4 1 6 4 4 4 4 4 7 8 8 7 7 7 4 8 8 4 44444 7 8 R-2 7 8 R-2 7 8 R-2 7 8 2 2 2 6 1 1 1 R-6 1 SG-1SG-1 11 SG-1 SG-11 1 2 2 1 1 1 2 2 2 2 1 1 1 1 1 1 2 2 2 ER-1 300 ER-1 300 ER-1 300 ER-1 300 1 ER-1 300 1 ER-1 300 1 EF 5 3 EF 73 EF 83 EF 93 1 6 1 1 6 1 1 1 1 1 1 1 1 1 1 2 2 1 1 EH 2 EH 6 R-1 D-1 100 EF 11 3 1 1 TG-1 TG-1 TG-1 TG-1 R-5 TG-1 TG-1 5 99CU 3A CU 3B CU 5 CU 4 99 CU 14 CU 3C CU 3D CU 15 99 CU 12 CU 2C CU 2D CU 13 99 CU 10 CU 11 CU 1C CU 1D 99 CU 9 CU 1A CU 1B CU 8 99 EH C EH 3 EH 4 VEST. 131 EH 5 EH 8 EH 7 T CLG Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 2 8 P M M101 MECHANICAL FLOOR PLAN 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s GENERAL NOTES:PLAN NOTES: 1 DRAWINGS SHOW GENERAL ARRANGEMENTS OF PIPING, DUCTWORK, EQUIPMENT, ETC. FOLLOW AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, AND ACCESSORIES THAT MAY BE REQUIRED. INVESTIGATE STRUCTURAL AND FINISH CONDITIONS AFFECTING THIS WORK AND ARRANGE WORK ACCORDINGLY. PROVIDE SUCH FITTINGS, VALVES, AND ACCESSORIES REQUIRED TO MEET CONDTIONS AND PROVIDE COMPLETE WORKING SYSTEM. ALL DUCT DIMENSIONS ARE CLEAR DIMENSIONS INSIDE DUCT LINER. DO NOT USE DUCT LINER INSIDE RETURN AIR DUCT RISERS IN 2"x6" WALLS OF PERIMETER ROOMS. COORDINATE SUCH RISERS WITH ELECTRIC CONDUITS AND DEVICES. WRAP ALL OUTSIDE AIR DUCT WITH EXTERNAL INSULATION. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF GRILLES AND DIFFUSERS. ALL PVC EQUIPMENT, VENTS, PLUMBING VENTS, AND PENTHOUSE EXHAUST VENTS SHALL BE PAINTED TO MATCH ROOF COLOR. DO NOT ROUTE PIPES ABOVE ELECTRICAL PANELS 4'-0" DEEP AND 6'-6" HIGH. SEE SHEET M102 FOR CONTINUATION OF ALL DUCT RISERS AND DUCTWORK ABOVE CEILINGS. COORDINATE EQUIPMENT AND DUCTWORK WITH NATURAL GAS, AND WATER PIPING. REFER TO SHEET P102 FOR PIPING LOCATIONS. A- B- C- D- E- F- G- H- J- REFER TO SHEET M102 FOR CONTINUATION OF DUCTWORK ABOVE CEILING. TYPICAL OF ALL DUCTWORK ABOVE CEILINGS. DROP 12"x3 1/2" UN-LINED RETURN AIR DUCT DOWN IN WALL CAVITY TO RETURN GRILLE LOCATED AT 6" ABOVE FLOOR. CONNECT GRILLE TO DUCT RISER. COORDINATE DUCT RISER WITH ELECTRICAL CONDUITS AND OTHER DEVICES. REFER TO SHEET M102 FOR CONTINUATION. INSTALL CEILING MOUNTED EXHAUST FAN AS SCHEDULED. COORDINATE LOCATION AND PLACE FAN BEWTEEN CEILING JOISTS AND BELOW MECHANICAL EQUIPMENT PLATFORM FLOOR. CONNECT 6" ROUND DUCT TO FAN AND RUN ABOVE CEILINGS. COORDINATE FAN LOCATION WITH LIGHT FIXTURES AND OTHER DUCTWORK. REFER TO SHEET M102 FOR DUCTWORK ABOVE CEILINGS. REFER TO DETAIL H/M503 FOR TYPICAL FAN INSTALLATION. PROVIDE PLENUM DUCT BEHIND WALL MOUNTED RETURN GRILLE. PLENUM TO BE FULL SIZE AS CORRESPONDING GRILLE. CONNECT 18"x16" RETURN AIR DUCT TO TOP OF PLENUM AND RISE UP IN CHASE. REFER TO SHEET M102 FOR CONNECTION TO CORRESPONDING FURNACE SYSTEM ON EQUIPMENT PLATFORM ABOVE. LOCATE GAS METER INSIDE MECHANICAL ENCLOSURE AND COORDINATE WITH MECHANICAL UNITS. PROVIDE 3'-0" MINIMUM CLEARANCE BEWTEEN GAS METER AND ANY CONDENSING UNITS. MOUNT SIDEWALL SUPPY REGISTER HIGH ON THE WALL NEAR CEILING. REFER TO ARCHITECTURAL ELEVATION PLANS FOR EXACT PLACEMENT. ATTACH 18x10 RETURN DUCT TO RETURN GRILLE NEAR FLOOR. RISE DUCT UP IN CHASE. REFER TO SHEET M102 FOR CONNECTION TO CORRESPONDING FURNACE SYSTEM ON EQUIPMENT PLATFORM ABOVE. MOUNT RETURN AIR GRILLE AT 8" ABOVE THE FLOOR. COORDINATE GRILLE LOCATION WITH CHASE AND WITH ELECTRIAL DEVICES. PROVIDE 2'-0" MINIMUM CLEARANCES ALL AROUND CONDENSING UNITS. PROVIDE 30" MINIMUM CLEARANCE AT SERVICE SIDE. REFER TO SHEET M501 FOR TYPICAL REFRIGERANT PIPING SCHEMATIC AND DETAILS. 2 3 4 5 6 7 8 MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0" 9 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1 1 1 1 1 1 1 2 2 2 (2) HD HD HD (4) HD 10"ø SA 10"ø SA 10"ø SA 10"ø SA 8"ø SA 8"ø SA 8"ø SA 8"ø SA 12"x12" SA 18"x14" SA 12"x4" RA 12"x8" RA 10"x6" RA 10"x6" RA16 " x 1 0 " R A F 5 DX COIL 4 1 6 5 3 1 PROVIDE 50" WIDE x 18" HIGH x 96" LONG PLENUM ABOVE GRILLE. WRAP WITH 1-1/2" EXTERIOR DUCT INSULATION. HD 10"ø SA DX COIL (3) HD (5) HD 1 1 10 10 10"ø SA 10"ø SA HD 1 1 14"x12" SA BELOW 12"x10" RA ABOVE 14"x12" SA BELOW 18"x16" SA BELOW 12"x10" RA 12 " x 8 " S A 12 " x 8 " S A 12"x10" RA 1 1 1 1 12 6"ø EA F 64 65 3 S-1 800 S-1 800 S-1 800 S-1 800 F 3A F 3B MOUNT AT 14'-0"MOUNT AT 14'-0" MOUNT AT 14'-0" MOUNT AT 14'-0"3 4 6 6 4 S-1 800 S-1 800 S-1 800 S-1 800 F 2A F 2B MOUNT AT 14'-0"MOUNT AT 14'-0" MOUNT AT 14'-0" MOUNT AT 14'-0" 11 6 4 11 DX COIL DX COIL F 7 3 1 1 1 1 9 9 6 5 18"x10" RA18"x10" RA 18"x10" RA 10"ø SA 10"ø SA 10"ø SA10"ø SA 10"ø SA 10"ø SA 10"ø SA10"ø SA 18"x12" SA 18"x12" SA 9 9 1 1 1 1 F 86 3 S-1 800 S-1 800 S-1 800 S-1 800 F 1A MOUNT AT 14'-0" MOUNT AT 14'-0" MOUNT AT 14'-0" MOUNT AT 14'-0" 6 6 4 F 1B 11 4 MOUNT AT 14'-0" MOUNT AT 14'-0" MOUNT AT 14'-0" MOUNT AT 14'-0"MOUNT AT 14'-0" MOUNT AT 14'-0" MOUNT AT 14'-0" MOUNT AT 14'-0"MOUNT AT 14'-0" MOUNT AT 14'-0" MOUNT AT 14'-0" MOUNT AT 14'-0" 46 S-1 800 S-1 800 F 1C 6 15 S-1 800 F 1D S-1 800 11S-1 800 S-1 800 11 F 2C 3 6 S-1 800 S-1 800 4 6 16"x18" RA S-1 800 S-1 800 4 6 6 S-1 800 S-1 800 11 PROVIDE 50" WIDE x 18" HIGH x 96" LONG PLENUM ABOVE GRILLE. WRAP WITH 1-1/2" EXTERIOR DUCT INSULATION. F 15 4 65 3 1 2 21 1 1 1 1 1 1 2 1 10"ø SA 12"x8" RA 10"ø SA 16"x10" RA 10"ø SA 10"ø SA8"ø SA 10"ø SA 8"ø SA 8"ø SA 8"ø SA 12"x4" RA 12"x12" SA 18"x14" SA 12"x12" SA 10"ø SA 10"x6" RA 16 " x 1 0 " R A 18"x10" RA 18"x12" RA 18"x12" RA 18"x10" RA 10"ø SA 10"ø SA 10"ø SA 10"ø SA 18"x12" SA 18"x12" SA (4) HDHDHD(2) HD (2) HD (2) HD (2) HD (2) HD 18"x10" RA 10"ø SA 10"ø SA 10"ø SA 10"ø SA DX COIL DX COIL DX COIL 18"x12" RA 18"x12" RA 8"ø SA 8"ø SA 8"ø SA 8"ø SA F 14 6 5 5 F 12 3 3F 134 6 4 18"x16" SA 18"x10" SA (3) HD HDHDHD(2) HD 10"ø SA 8"ø SA 10"ø SA 12"x8" RA 12"x4" RA 16"x10" RA 8"ø SA 2 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 12 6"ø EA 1 8"ø SA 10 12 " x 8 " S A 10 12 " x 8 " S A HD HD 14"ø OA 12"x8" SA 12.312 A.6A.6 12.712.6 BB CC C.10 DD D.10 EE FF GG G.6 G.3 1110987 1.31 A.3 A 2 3 4 5 6 2 2 2 HD (5 ) H D (2) HD 1 1 1 1 1F 11 4 DX COIL 6 5 2 2 1 1 1 1 1 1 15 2 1 (2) HD(4) HD HDHD HD HD HD HD F 4 4 6 5 3 8"ø SA 10"ø SA 12"x8" RA 12"x4" RA 10"ø SA 8"ø SA 8"ø SA 8"ø SA 10"ø SA 10"ø SA 12"x8" RA 16"x10" RA 1 12 12 10"ø SA 10"ø SA 12"x8" RA 12"x10" RA 10"ø SA 16"x10" RA 10"ø SA 12"x10" RA 18 " x 1 6 " R A 8"ø SA 8"ø SA 8"ø SA 10"ø SA 8"ø SA 12"x12" SA18"x16" SA 1 M302 4 M302 2 M302 3 M302 18"x10" SA 1 1 1 12"x8" RA 16"x10" RA 12x3 1/2 (TYP.) 1 1 3 1 11 9 9 11 9 9 1 710"ø SA 18"x10" SA 10"ø SA 10"ø SA 10"ø SA 10 " ø S A F 10 3 7 10"ø SA 4 5 1 1 10"x6" RA 10"x6" RA 8 7 8 HD HD HD HD 1 1 1 1 1 1 18"x10" RA 18 " x 1 4 " R A 18x10 SA BELOW 9 9 8"ø SA 2 12 12"x10" RA EF 3 EF 2 EF 9 12EF 8 EF 7 EF 6 12 EF 5 1 10"x6" RA 12"ø EA 12"ø EA 10"ø EA10"ø EA EF 4 13 F 2D 11 99 F 3C11 6"ø EA 9 F 3D 4 9 9 18"x10" RA L-1 L-1 L-1 L-1 1 1 9 15 18 " x 1 0 " S A 1 8 " x 1 6 " S A 16 " x 1 0 " R A 1 1 12"x10" RA 12"x10" RA 1 18"x14" RA 16"x10" RA 1 EF 1 13 10"ø EA 10"ø EA 12"ø EA 12"ø EA 9 9 11 9 9 6"ø EA 15 (2) HD (2) HD HD (2) HD HD 9 EF 10 13 10"ø EA PH-1 ERV 3B 16"x18" RA 14"ø OA ERV 3A 10"ø SA 1 EF 11 12 ERV 1B ERV 2B ERV 1A 1 1 1 1 1 1 1 F 9 DX COIL (3) HD HDHD HD HD 10"ø SA 10"ø SA 10"ø SA 8"ø SA 10"ø SA 8"ø SA 8"ø SA 18"x12" RA 18"x12" RA 18"x10" RA 1 1 2 2 2 18"x16" SA 18 " x 1 0 " R A 12"x4" RA 12"x4" RA ERV 4 ERV 5 ERV 6 14"ø OA14"ø OA ERV 2A WH-1 RP-1 WH-1 RP-1 WH-1 RP-1 WH-1 RP-1 14"ø OA 14"ø OA ERV 7 ERV 88 M301 6 M301 7 M301 24"x23" RA 15 15 15 15 14 " ø O A 14 " ø O A 15 4151514 14 24 " x 2 3 " R A 24 " x 2 3 " R A 15 15 15 15 15 16 " x 1 0 " R A 14 15 24 " x 2 3 " R A 8"ø SA 15 18"x10" SA 18"x10" SA18"x10" SA18"x10" SA18 " x 1 0 " S A 18"x10" SA18"x10" SA 18"x10" SA 18"x10" SA 18"x10" SA 14 15 4 15 18"x10" SA 15 18"x10" SA 15 15 14 15 24"x23" RA 5 15 16 16 15 15 15 1 15 14 16 24"x23" RA 14 " ø O A 14 " ø O A 14 " ø O A 14 " ø O A 15 15 15 24"x23" RA 10"ø SA 15 15 15 18 " x 1 0 " S A 18 " x 1 0 " S A 18"x10" SA 14 16 18 " x 1 0 " S A 15 18"x10" SA 16"x18" RA 15 15 18"x10" SA 6 14 15 15 14 24"x23" RA 24"x23" RA 4 18 " x 1 0 " S A 16"x18" RA 18"x10" SA18"x10" SA 15 14 14 15 15 18"x10" SA 18 " x 1 0 " S A 15 6 18"x18" RA 5 3 15 18"x10" SA 15 REFER TO SHEET M103 FOR CONTINUATION. 12x4 - SEE M103 4"x12" RA CONNECT TO RA DUCT 10"x6" RA 8"ø EA 15 10"x6" RA 12"x3 1/2" RA 10"x6" RA 10" Dia. Z-2 10" Dia. Z-1 8" Dia. Z-2 10" Dia. Z-2 8" Dia. Z-3 10" Dia. Z-1 10 " D i a . Z - 1 8" D i a . Z - 2 10 " D i a . Z - 2 10 " D i a . Z - 2 10 " D i a . Z - 1 8" D i a . Z - 3 10" Dia. Z-2 10 " D i a . Z - 2 8" Dia. Z-3 10" Dia. Z-1 8" D i a . Z - 4 10 " D i a . Z - 2 8" D i a . Z - 3 DX C O I L 18 " x 1 0 " R A HD 6 18"x14" RA HD 10"ø EA 12"ø EA 12"ø EA 15 15 15 24"x23" RA Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 3 5 P M M102 EQUIPMENT PLATFORM MECHANICAL PLAN 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s GENERAL NOTES: 11 DRAWINGS SHOW GENERAL ARRANGEMENTS OF PIPING, DUCTWORK, EQUIPMENT, ETC. FOLLOW AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, AND ACCESSORIES THAT MAY BE REQUIRED. INVESTIGATE STRUCTURAL AND FINISH CONDITIONS AFFECTING THIS WORK AND ARRANGE WORK ACCORDINGLY. PROVIDE SUCH FITTINGS, VALVES, AND ACCESSORIES REQUIRED TO MEET CONDTIONS AND PROVIDE COMPLETE WORKING SYSTEM. ALL DUCT DIMENSIONS ARE CLEAR DIMENSIONS INSIDE DUCT LINER. DO NOT USE DUCT LINER INSIDE RETURN AIR DUCT RISERS IN 2"x6" WALLS OF PERIMETER ROOMS. COORDINATE SUCH RISERS WITH ELECTRIC CONDUITS AND DEVICES. WRAP ALL OUTSIDE AIR DUCT WITH EXTERNAL INSULATION. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF GRILLES AND DIFFUSERS. ALL PVC EQUIPMENT, VENTS, PLUMBING VENTS, AND PENTHOUSE EXHAUST VENTS SHALL BE PAINTED TO MATCH ROOF COLOR. DO NOT ROUTE PIPES ABOVE ELECTRICAL PANELS 4'-0" DEEP AND 6'-6" HIGH. SEE SHEET M101 FOR CONTINUATION OF ALL DUCT RISERS CEILING DIFFUSERS BELOW COORDINATE EQUIPMENT AND DUCTWORK WITH NATURAL GAS, AND WATER PIPING. REFER TO SHEET P102 FOR PIPING LOCATIONS. MOUNT ALL DUCT SMOKE DETECTORS IN RETURN AIR STREAM ONLY. DO NOT MOUNT DOWN STREAM OF MINIMUM OUTSIDE AIR CONNECTION. A- B- C- D- E- F- G- H- J- VERTICAL FURNACE WITH DX COOLING COIL. MOUNT ON 14" HIGH RETURN AIR PLENUM BASE AND SUPPORT EQUIPMENT FROM EQUIPMENT PLATFORM. PROVIDE PROVIDE CONDENSATE SWITCH WITH EACH UNIT. REFER TO DETAIL F/M503 FOR TYPICAL INSTALLATION, AND DUCT CONNECTION. 6" ROUND EXHAUST DUCT FROM CEILING MOUNTED FAN. RISE EXHAUST DUCT UP AS HIGH AS POSSIBLE AND CONNECT TO PENTHOUSE AS SHOWN. PROVIDE BACK-DRAFT DAMPER IN DUCT. SEE DETAIL H/M503 FOR TYPICAL FAN AND DUCT INSTALLATION. MOUNT IN-LINE EXHAUST FAN ON EQUIPMENT PLATFORM WITH VIBRATION ISOLATORS UNDER EACH CORNER. CONNECT FAN TO EXHAUST GRILLES IN TOILET ROOM CEILINGS AND TO PENTHOUSE ON ROOF AS SHOWN. FAN TO BE CONTROLLED WITH OCCUPANCY SENSORS LOCATED IN MEN'S AND/OR WOMEN'S TOILET ROOMS. INSTALL ERV UNIT ON EQUIPMENT PLATFORM WITH VIBRATION ISOLATORS UNDER EACH CORNER. REFER TO ERV SCHEDULE ON SHEET M601 FOR ORIENTATION OF UNITS. CONNECT ERV UNIT TO OUTSIDE AIR DUCT FROM EXTERIOR OF BUILDING, OUTSIDE AIR DUCT(S) TO EACH FURNACE SYSTEM, RELIEF AIR DUCT(S) FROM EACH FURNACE SYSTEM, AND TO EXHAUST AIR DUCTS UP TO PENTHOUSE. REFER TO SECTIONS ON SHEET M301 FOR TYPICAL DUCT CONNECTIONS. COORDINATE WITH ALL OTHER DUCTS AND PIPING. REFER TO SHEET M103 FOR CONTINUATION OF DUCTWORK ABOVE MECHANICAL PLATFORM. WATER HEATER AND RECIRCULATION PUMP BY PLUMBING CONTRACTOR. REFER TO PLUMBING DRAWINGS. COORDINATE DUCTWORK AND EQUIPMENT WITH PLUMBING EQUIPMENT AND PIPING. 12 K- PLAN NOTES: 1 2 3 4 5 6 7 8 9 10 REFER TO SHEET M101 FOR DUCT CONTINUATION TO SUPPLY OR RETURN AIR GRILLES BELOW. SUPPLY AND RETURN DUCTS ARE TO BE RIGID CONSTRUCTION. TYPICAL OF ALL GRILLES. DROP 12"x3 1/2" UN-LINED RETURN AIR DUCT DOWN IN WALL CAVITY TO RETURN GRILLE LOCATED AT 6" ABOVE FLOOR. COORDINATE DUCT RISER WITH ELECTRICAL CONDUITS AND OTHER DEVICES. HORIZONTAL FURNACE WITH DX COOLING COIL. SUPPORT EQUIPMENT FROM PLATFORM WITH 2x6 SUPPORTS. PROVIDE DRAIN PAN BELOW UNITS AND COIL. REFER TO DETAIL D/M502 FOR TYPICAL INSTALLATION, AND DUCT AND PIPING CONNECTIONS. RISE (2) 3" ROUND FURNACE VENTS UP THRU ROOF WITH CONCENTRIC TYPE FITTING. REFER TO DETAILS F/M501 AND D/M502. DO NOT BLOCK FURNACE ACCESS WITH VENTS. TYPICAL FOR ALL FURNACE SYSTEMS. LOCATE VENTS ALIGNED ALONG BUILDING AXIS AND AWAY FROM ROOF PEAKS AND VALLEYS. REFER TO DETAIL G/M502 FOR EXTERNAL FILTER SECTION. TYPICAL OF ALL HORIZONTAL FURNACE SYSTEMS. MIXED AIR PLENUM AT INLET TO FURNACE SYSTEM TO BE FULL SIZED OF FURNACE OPENING. TYPICAL OF ALL SYSTEMS. CONNECT OUTSIDE AIR DUCT AND RELIEF AIR DUCT TO MIXED AIR PLENUM DUCT. PROVIDE MOTORIZED DAMPER, DUCT ACCESS DOOR AND MANUAL BALANCING DAMPER IN EACH DUCT. SEE FURNACE SCHEDULE ON SHEET M601 FOR MAXIMUM CFM AMOUNTS OF OUTSIDE AIR/RELIEF AIR REQUIRED AT EACH FURNACE SYSTEM. DROP DUCTWORK DOWN AS REQUIRED AND RUN AT FLOOR OF EQUIPMENT WALKWAY. SUPPORT WITH UNISTRUT SUPPORTS. RUN RETURN DUCT ABOVE SUPPLY DUCT AND FURNACE. DO NOT BLOCK ANY ACCESS TO FURNACE, DX COIL OR FURNACE VENTS. DROP RETURN DUCT DOWN IN CHASE. REFER TO SHEET M101 FOR DUCT SIZE AND CONNECTION OF DUCTWORK TO GRILLE NEAR FLOOR. MOUNT SIDEWALL SUPPY REGISTER HIGH ON THE WALL NEAR CEILING. REFER TO ARCHITECTURAL ELEVATION PLANS FOR EXACT PLACEMENT. REFER TO SHEET M101 FOR CFM REQUIRED. 13 14 15 16 EQUIPMENT PLATFORM MECHANICAL PLAN SCALE: 1/8" = 1'-0" Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 12.312 A.6A.6 12.712.6 BB CC C.10 DD D.10 EE FF GG G.6 G.3 1110987 1.31 A.3 A 2 3 4 5 6 8"ø SA 8"ø SA 8"ø SA 10"ø SA 8"ø SA 8"ø SA PH-1 PH-1 PH-1 PH-1 PH-1 PH-1 4 M301 2 M301 1 M301 3 M301 5 M301 10"ø SA 12"ø OA 12"ø EA 12"ø OA 12"ø EA 10"ø OA 10"ø EA 12"ø EA 12"ø OA 12"ø OA 12"ø EA 10"ø SA ERV 4 6 4 2 F 3B 1 9 6"ø EA 5 5 10 12"ø EA 8 2 F 3A 1 22 F 2B 1 2 2 2 2F 2A 1 F 1B 1 2 F 1A 1 2 2 2 F 1C 1 22 F 1D 1 22 F 2C 1 22 F 2D 1 22 F 3C 1 22 F 3D 1 223 3 3 3 3 3 3 3 3 3 3 3 7 5 ERV 3A 4 7 10"x18" SA 10"x18" SA 14"ø OA 12"ø EA 12"ø EA 12"ø OA 14"ø EA18"ø EA REFER TO EQUIPMENT PLATFORM PLAN ON SHEET M102 FOR CONTINUATION OF OUTSIDE AIR DUCTS. RUN DUCTWORK THRU ROOF JOIST SPACE 14 " ø O A 14 " ø O A 14 " ø O A 14"ø OA 14"ø EA 10"x18" SA 10"x18" SA 14"ø OA 14"ø OA 6 5 5 6 7 9 9 10"ø OA 10"ø OA 10"ø OA 10"ø EA 14"ø OA 10"ø EA 6"ø EA 6"ø EA 10"x18" SA 10"x18" SA 12"ø EA 14"ø EA6 7 510"x18" SA 10"x18" SA 5 12"ø OA 12"Dia. OA BELOW 12" Dia. RELIEF ABOVE 12"ø EA8 7 5 5 5 5 8 6 6 10"x18" SA 12"ø EA 10"x18" SA 12"ø OA 10"ø EA 10"ø OA 14"ø OA14 " ø O A 18"ø EA 14"ø EA 12"ø EA 12"ø OA 12"ø EA ERV 1A 4 ERV 2A 4 ERV 5 ERV 6 4 REFER TO EQUIPMENT PLATFORM PLAN ON SHEET M102 FOR CONTINUATION OF OUTSIDE AIR DUCTS. RUN DUCTWORK THRU ROOF JOIST SPACE 10"ø OA 10"ø OA RISE DUCT UP OVER STAIRWAY 10"ø OA 10"ø EA 7 10"ø EA 10"x18" SA 10"x18" SA 9 6"ø EA 5 10"x18" SA 10"x18" SA 6 ERV 3B 4 7 ERV 84 8 5 10 18"ø EA 14"ø EA 14"ø OA 14"ø EA 14"ø OA 10"ø EA 10"ø OA 55 5 5 5 6"ø EA 6"ø EA REFER TO EQUIPMENT PLATFORM PLAN ON SHEET M102 FOR CONTINUATION OF OUTSIDE AIR DUCTS. RUN DUCTWORK THRU ROOF JOIST SPACE REFER TO EQUIPMENT PLATFORM PLAN ON SHEET M102 FOR CONTINUATION OF OUTSIDE AIR DUCTS. RUN DUCTWORK THRU ROOF JOIST SPACE 14 " ø O A 7 10"x18" SA 10"x18" SA 12"ø EA 12"ø OA 12"ø EA12"ø EA 14"ø EA 14"ø OA 14"ø OA 12"ø OA ERV 2B 4 10"x18" SA 12"ø OA 10"x18" SA 6 7 8 10"x18" SA 12"ø EA 12"ø OA 14"ø OA 14"ø OA 14 " ø O A 14 " ø O A 10"x18" SA 14"ø OA 5 12"ø EA 10"x18" SA 12"ø OA 14"ø EA 18"ø EA14"ø EA 6 F 1B 4 14"ø EA 7 5 10"x18" SA 10"x18" SA 12"ø OA 12"ø EA F 7 4 6 7 5 10"ø OA 10"ø OA 8 14"ø EA10"ø EA 12"ø OA 5 12"ø EA 14"ø OA 12"ø EA 6"ø EA 6"ø EA 12"ø EA 9 109 6"ø EA 14"ø OA 8"ø SA Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 3 9 P M M103 UPPER EQUIPMENT PLATFORM MECHANICAL PLAN 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s GENERAL NOTES: 8 DRAWINGS SHOW GENERAL ARRANGEMENTS OF PIPING, DUCTWORK, EQUIPMENT, ETC. FOLLOW AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, AND ACCESSORIES THAT MAY BE REQUIRED. INVESTIGATE STRUCTURAL AND FINISH CONDITIONS AFFECTING THIS WORK AND ARRANGE WORK ACCORDINGLY. PROVIDE SUCH FITTINGS, VALVES, AND ACCESSORIES REQUIRED TO MEET CONDTIONS AND PROVIDE COMPLETE WORKING SYSTEM. ALL DUCT DIMENSIONS ARE CLEAR DIMENSIONS INSIDE DUCT LINER. DO NOT USE DUCT LINER INSIDE RETURN AIR DUCT RISERS IN 2"x6" WALLS OF PERIMETER ROOMS. COORDINATE SUCH RISERS WITH ELECTRIC CONDUITS AND DEVICES. WRAP ALL OUTSIDE AIR DUCT WITH EXTERNAL INSULATION. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF GRILLES AND DIFFUSERS. ALL PVC EQUIPMENT, VENTS, PLUMBING VENTS, AND PENTHOUSE EXHAUST VENTS SHALL BE PAINTED TO MATCH ROOF COLOR. DO NOT ROUTE PIPES ABOVE ELECTRICAL PANELS 4'-0" DEEP AND 6'-6" HIGH. SEE SHEET M101 FOR CONTINUATION OF ALL DUCT RISERS CEILING DIFFUSERS BELOW COORDINATE EQUIPMENT AND DUCTWORK WITH NATURAL GAS, AND WATER PIPING. REFER TO SHEET P102 FOR PIPING LOCATIONS. MOUNT ALL DUCT SMOKE DETECTORS IN RETURN AIR STREAM ONLY. DO NOT MOUNT DOWN STREAM OF MINIMUM OUTSIDE AIR CONNECTION. A- B- C- D- E- F- G- H- J- MOUNT PENTHOUSE ON SLOPED ROOF WITH SLOPING ROOF CURB. DROP 18x18 PLEUNM DUCT DOWN THRU ROOF FOR EXHAUST DUCTS AS SHOWN. COORDINATE PENTHOUSE LOCATION WITH ROOF JOISTS AND KEEP AS HIGH AS POSSIBLE TO RIDGE LINE. ROUND EXHAUST DUCT FROM CEILING MOUNTED FAN. RISE EXHAUST DUCT UP AS HIGH AS POSSIBLE AND CONNECT TO PENTHOUSE AS SHOWN. PROVIDE BACK-DRAFT DAMPER IN DUCT. SEE DETAIL H/M503 FOR TYPICAL FAN AND DUCT INSTALLATION. ROUND EXHAUST DUCT FROM EXHAUST FAN ON EQUIPMENT PLATFORM. RISE UP AND CONNECT TO PENTHOUSE AS SHOWN. REFER TO MECHANICAL SECTIONS ON SHEET M301 FOR TYPICAL INSTALLATION OF EXHAUST FAN. 9 K- PLAN NOTES: 1 2 3 4 5 6 7 VERTICAL FURNACE WITH DX COOLING COIL. MOUNT ON 14" HIGH RETURN AIR PLENUM BASE AND SUPPORT EQUIPMENT FROM EQUIPMENT PLATFORM. PROVIDE CONDESNATE SENSOR AT EACH UNIT. REFER TO DETAIL F/M503 FOR TYPICAL INSTALLATION, AND DUCT CONNECTION. RISE SUPPLY PLENUM UP AND CONNECT (2) 18x10 SA DUCT AS SHOWN. DROP 18x10 SUPPLY AIR DUCT DOWN TO WALL MOUNTED SUPPLY GRILLE. PROVIDE MANUAL BALANCING DAMPER IN DUCT. REFER TO SHEET M102 FOR GRILLE LOCATIONS AND TYPES. RISE (2) 3" ROUND FURNACE VENTS UP THRU ROOF WITH CONCENTRIC TYPE FITTING. REFER TO DETAILS F/M501 AND D/M502. DO NOT BLOCK FURNACE ACCESS WITH VENTS. TYPICAL FOR ALL FURNACE SYSTEMS. LOCATE VENTS ALIGNED ALONG BUILDING AXIS AND AWAY FROM ROOF PEAKS AND VALLEYS. INSTALL ERV UNIT ON EQUIPMENT PLATFORM WITH VIBRATION ISOLATORS UNDER EACH CORNER. CONNECT ERV UNIT TO OUTSIDE AIR DUCT FROM EXTERIOR OF BUILDING, OUTSIDE AIR DUCT(S) TO EACH FURNACE SYSTEM, RELIEF AIR DUCT(S) FROM EACH FURNACE SYSTEM, AND TO EXHAUST AIR DUCTS UP TO PENTHOUSE. REFER TO SECTIONS ON SHEET M301 FOR TYPICAL DUCT CONNECTIONS. COORDINATE WITH ALL OTHER DUCTWORK AND PIPING. CONNECT OUTSIDE AIR DUCT AND RELIEF AIR DUCT TO MIXED AIR PLENUM DUCT AT EACH FURNACE SYSTEM. REFER TO SHEET M102 FOR LOCATION OF HORIZONTAL FURNACES ON EQUIMENT PLATFORM. PROVIDE MOTORIZED DAMPER, DUCT ACCESS DOOR AND MANUAL BALANCING DAMPER IN EACH DUCT. REFER TO MECHANICAL SECTIONS ON SHEET M301 FOR DUCT SIZES AT EACH FURNACE SYSTEM. SEE FURNACE SCHEDULE ON SHEET M601 FOR MAXIMUM CFM AMOUNTS OF OUTSIDE AIR/RELIEF AIR REQUIRED AT EACH FURNACE SYSTEM. CONNECT 14" Dia. OUTSIDE AIR DUCT FROM EXTERIOR AND 14" Dia. EXHAUST AIR DUCT FROM PENTHOUSE TO ERV UNIT MOUNTED ON PLATFORM FLOOR. PROVIDE FLEXIBLE CONNECTION AND BALANCING DAMPER IN EXHAUST DUCT AT POINT OF CONNECTION. CONNECT 14" Dia. OUTSIDE AIR DUCT FROM FURNACE SYSTEM AND 14" Dia. RELIEF AIR DUCT FROM FURNACE SYSTEM TO ERV UNIT MOUNTED ON PLATFORM FLOOR. PROVIDE FLEXIBLE CONNECTION. UPPER EQUIPMENT PLATFORM MECHANICAL PLAN SCALE: 1/4" = 1'-0" 10 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w F 1A F 1B ERV 1A 18"ø EA 18"x10" SA 18"x10" SA 18"x10" SA18 " x 1 0 " S A 18 " x 1 0 " S A 18 " x 1 0 " S A 18"x10" SA 12"ø OA 12"ø EA 14"ø OA 12"ø OA 12 " ø O A 14 " ø O A 14 " ø O A 12 " ø O A 14"ø EA 14"ø EA 12"ø EA 14"ø OA 14 " ø E A S-1 MOUNT IN WALL AT 14'-0" S-1 MOUNT IN WALL AT 14'-0" S-1 MOUNT IN WALL AT 12'-0" S-1 MOUNT IN WALL AT 14'-0" 12" EA BEHIND (2) MD (2) HD RETURN AIR PLENUM. SEE DETAIL D/501 RETURN DUCT DOWN TO RETURN GRILLE 18"x16" RA CONNECT TO NEAREST PENTHOUSE DX COOLING COIL DX COOLING COIL RETURN AIR PLENUM. SEE DETAIL D/501 (2) MD (2) HD 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. 18"x16" RA CR-1 SEE DETAIL A/P501 MOUNT ERV UNIT WITH VIBRATION ISOLATORS AT EACH CORNER. 12" OA BEHIND 12" EA BEHIND 3/4" G 3/4" G F 1D F 1C ERV 1B ERV 7 S-1 MOUNT IN WALL AT 14'-0" S-1 S-1 S-1 MOUNT IN WALL AT 14'-0" 12" EA BEHIND (2) MD (2) HD RETURN AIR PLENUM. SEE DETAIL D/501 RETURN DUCT DOWN TO RETURN GRILLE DX COOLING COIL DX COOLING COIL RETURN AIR PLENUM. SEE DETAIL D/501 (2) MD (2) HD 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. CR-1 SEE DETAIL A/P501 MOUNT ERV UNIT WITH VIBRATION ISOLATORS AT EACH CORNER. PH-1 SEE DETAIL H/M503 PROVIDE SHEET METAL SLEEVE THRU ROOF SAME SIZE AS PENHOUSE. SEE DETAIL E/M503 SEE DETAIL E/M503 14"ø OA 18"x10" SA 12"ø EA 12"ø EA 14"ø EA 14"ø OA 12"ø OA 18"x10" SA 12 " ø O A 14 " ø O A 12 " ø O A 14 " ø E A 14 " ø O A 12"ø EA 14"ø OA 12"ø EA10"ø EA 18"ø EA 14"ø EA 14"ø OA 14"ø OA14"ø EA 18"x10" SA18"x10" SA 3/4" G 12"ø EA 14"ø OA 14"ø EA 14"ø EA 14"ø EA 18"x16" RA 18"x16" RA 12" OA BEHIND 3/4" G F 2A F 2B ERV 2A S-1MOUNT IN WALL AT 14'-0" S-1 MOUNT IN WALL AT 14'-0" S-1 S-1 MOUNT IN WALL AT 14'-0" (2) MD (2) HD RETURN AIR PLENUM. SEE DETAIL D/501 RETURN DUCT TO RETURN GRILLE CONNECT EXHAUST DUCTS TO PENTHOUSE DX COOLING COIL DX COOLING COIL RETURN AIR PLENUM. SEE DETAIL D/501 (2) MD (2) HD 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. CR-1 SEE DETAIL A/P501 MOUNT ERV UNIT WITH VIBRATION ISOLATORS AT EACH CORNER. 18"x10" SA 18"x10" SA 14 " ø E A 18 " x 1 8 " E A 14 " ø O A 18"x10" SA 12"ø OA 12"ø EA 18"x10" SA 3/4" G SEE DETAIL E/M503 14"ø OA 14"ø EA 12"ø EA 12"ø OA (2) 6" EA PH-1 SEE DETAIL H/M503 3/4" G SEE DETAIL E/M503 6" EA TO CEILING EXHAUST FAN 6" EA TO CEILING EXHAUST FAN 12"ø EA 12"ø OA 16"x18" RA 18"x16" RA PROVIDE SHEET METAL SLEEVE THRU ROOF SAME SIZE AS PENHOUSE. F 2D F 2C ERV 2B S-1 MOUNT IN WALL AT 14'-0" S-1 S-1 S-1 MOUNT IN WALL AT 14'-0"12" EA BEHIND (2) MD (2) HD RETURN AIR PLENUM. SEE DETAIL D/501 RETURN DUCTTO RETURN GRILLE DX COOLING COIL DX COOLING COIL RETURN AIR PLENUM. SEE DETAIL D/501 (2) MD (2) HD 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. CR-1 SEE DETAIL A/P501 MOUNT ERV UNIT WITH VIBRATION ISOLATORS AT EACH CORNER. 16"x18" RA 18"x10" SA 12"ø OA 14"ø EA 14"ø EA 14"ø OA 14"ø OA 12"ø EA 14"ø OA 12 " ø O A 14 " ø E A 14 " ø O A 14 " ø O A 18"x10" SA PH-1 SEE DETAIL H/M503 PROVIDE SHEET METAL SLEEVE THRU ROOF SAME SIZE AS PENHOUSE. 6"ø EA 6"ø EA 3/4" G 3/4" G 18"x10" SA SEE DETAIL E/M503 SEE DETAIL E/M503 18"x10" SA 12"ø EA 12"ø OA F 3A ERV 3A F 3A ERV 4 S-1 MOUNT IN WALL AT 14'-0" S-1 S-1 S-1 MOUNT IN WALL AT 14'-0" 12" EA BEHIND (2) MD (2) HD RETURN AIR PLENUM. SEE DETAIL D/501 RETURN DUCTTO RETURN GRILLE DX COOLING COIL DX COOLING COIL RETURN AIR PLENUM. SEE DETAIL D/501 DRAIN PAN (2) MD (2) HD 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. CR-1 SEE DETAIL A/P501 MOUNT ERV UNIT WITH VIBRATION ISOLATORS AT EACH CORNER. PH-1 SEE DETAIL H/M503 PROVIDE SHEET METAL SLEEVE THRU ROOF SAME SIZE AS PENHOUSE. SEE DETAIL E/M503 14"ø EA 12"ø OA 12"ø EA 12"ø EA 14"ø EA 14"ø OA 18"x10" SA 14"ø EA 18"ø EA 14"ø EA 12"ø EA 12"ø OA18"x10" SA 12 " ø O A 14 " ø E A 14 " ø O A 14 " ø E A 14 " ø O A 14 " ø E A 14 " ø O A 18"x18" EA23"x19" SA 12"ø OA 12"ø EA 14"ø EA 18"x10" SA 3/4" G 3/4" G 18"x10" SA ERV 5 (2) 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. CR-1 SEE DETAIL A/P501 MOUNT ERV UNIT WITH VIBRATION ISOLATORS AT EACH CORNER. 14 " ø E A 14 " ø E A 14 " ø O A 10"ø EA 14"ø OA 14"ø EA 10"ø EA 10"ø OA 10"ø OA 14"ø OA 1 1/4" G1 1/4" G 3/4" G 6"ø EA ERV 6 (2) 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. CR-1 SEE DETAIL A/P501 MOUNT ERV UNIT WITH VIBRATION ISOLATORS AT EACH CORNER. 1" G 10"ø EA 14"ø EA 14"ø EA 10"ø OA 14 " ø E A 14 " ø O A 14 " ø E A 14 " ø O A ERV 8 EF 4 (2) 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. CR-1 SEE DETAIL A/P501MOUNT ERV UNIT WITH VIBRATION ISOLATORS AT EACH CORNER. SUPPLY AIR DUCT WITH TAKE- OFFS. SEE SHEET M102 14"ø OA 14"ø OA 14 " ø E A 14 " ø O A 14 " ø O A 12 " ø E A 14"ø EA 3/4" G 1" G 1" G 12"x18" SA SEE M103 FOR CONTINUATION SEE M103 FOR CONTINUATION Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 4 4 P M M301 MECHANICAL SECTION 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s MECHANICAL SECTION SCALE: 1/4" = 1'-0" 1 M301 MECHANICAL SECTION SCALE: 1/4" = 1'-0" 2 M301 MECHANICAL SECTION SCALE: 1/4" = 1'-0" 3 M301 MECHANICAL SECTION SCALE: 1/4" = 1'-0" 4 M301 MECHANICAL SECTION SCALE: 1/4" = 1'-0" 5 M301 MECHANICAL SECTION SCALE: 1/4" = 1'-0" 6 M301 MECHANICAL SECTION SCALE: 1/4" = 1'-0" 7 M301 MECHANICAL SECTION SCALE: 1/4" = 1'-0" 8 M301 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w ERV 1B SG-1 (3) 14" Dia. OUTSIDE AIR DUCTS IN ATTIC SPACE. SEE SHEET M102 (2) 14"ø OA 14"ø OA 14"ø OA 14"ø OA S-2 300 MOUNT SIDEWALL SUPPLY REGISTER HIGH ON WALL. REFER TO ARCHITECTURAL ELEVATION PLANS FOR EXACT PLACEMENT.12"x8" SA BEYOND 3/4" G 1 1/2" CW 12"x8" SA FLOOR ROOF CEILING S-1 800 10"x18" SA 14"ø OA 2" V 14"ø EA 14"ø EA 14"ø OA 12"ø OA 12"ø OA CR-1 SEE DETAIL A/P501 (2) 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. MOUNT ERV UNIT WITH VIBRATION ISOLATORS AT EACH CORNER. 2" VTR 2" W 2" W CR-1 SEE DETAIL A/P501 R-1 F 8 SEE E/M503 12"x3 1/2" RA 16"x10" RA 10"ø SA 10"ø SA8"ø SA 12"x3 1/2" RA R-1 12"x3 1/2" RA REFERIGERANT PIPING TO RISE UP IN WALL CAVITY. COORDIANE PIPING WITH WINDOWS AND BUILDING FRAME. EXTEND REFRIGERANT PIPING TO FURANCES. REFER TO REFRIGERANT PIPING SCHEMATIC FOR TYPICAL PIPING CONNECTIONS. 6"ø EA 10"ø OA12"ø OA 14"ø OA 10"ø OA 12"x12" SA 10"ø SA 14"x18" RA10"x18" RA 18 " x 1 0 " R A 10"x18" SA 12"x18" SA 10"x18" SA 10"ø SA MD HD 2" W 2" W (2) 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. WH-1SEE D/P501 RP-1 PRESSURE REGULATOR 3/4" G CONNECT RA DUCT TO END OF RA PLENUM 1 1/2" V 2" V2" V 3" V 3" V 3" VTR OFFSET VENT AS REQUIRED FOR RIDGE LINE OF ROOF. ROOF 3/4" HOT AND COLD WATER LINES UP TO WATER HEATER. SEE DETAIL D/P301 3/4" HWRC DRAIN PAN DRAIN PAN 18"x10" RA R-5 TYPICAL CEILING DIFFUSER FLOOR CEILING F 1B R-2 D-4 300 MOUNT SIDEWALL SUPPLY REGISTER HIGH ON WALL. REFER TO ARCHITECTURAL ELEVATION PLANS FOR EXACT PLACEMENT. CR-1 SEE DETAIL A/P501 (2) 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. PROVIDE DRAIN PAN BELOW UNITS WITH SUPPORTS UP OFF FLOOR D-4 300 14"ø OA 14"ø OA 10"ø OA 14"ø OA 10"ø SA10"ø SA 10"ø SA 14"ø OA R-3 24"x42" RA 10 " x 1 8 " R A 16 " x 1 8 " R A 18"x12" RA 3/4" G 1 1/4" G F 8 3/4" G 12"ø EA 12"ø EA 12"ø OA 14"ø OA 12"ø OA 10 " x 1 8 " S A 10 " ø O A HD MD HD SEE E/M503 RETURN AIR PLENUM. SEE DETAIL D/501 DX COOLING COIL SUPPLY PLENUM SAME SIZE AS COOLING COIL ROOF CELING FLOOR RAISED CEILING L-1 IN GABLE END BEYOND (4) 14" Dia. OUTSIDE AIR DUCTS IN ATTIC SPACE. SEE SHEET M102 S-2 300 MOUNT SIDEWALL SUPPLY REGISTER HIGH ON WALL. REFER TO ARCHITECTURAL ELEVATION PLANS FOR EXACT PLACEMENT. S-2 300 12"x8" SA8"x12" SA FLOOR CEILING ROOF TYPICAL VERTICLE FURNACE DX COOLING COIL FLEXIBLE CONNECTION MOTORIZED DAMPER. INTERLOCK WITH CORRESPONDING FURNACE. MANUAL BALANCING DAMPER. SET TO MAXIMUM CFM AS INDICATED IN FURNACE SCHEDULE. SUPPLY GRILLE IN WALL BEYOND. MOUNT AT 14'-0" ABOVE FLOOR. REFER TO DETAIL G/M503 FOR TYPICAL INSTALLATION. 14" HIGH SHEET METAL RETURN AIR PENUM. REFER TO DETAIL D/M503 FOR TYPICAL CONSTRUCTION. MOUNT FURNACE ON TOP OF RETURN AIR PLENUM WITH AIR-TIGHT SEALANT ALL AROUND OPENING MECHANICAL WALKWAY FLOOR DROP RETURN AIR DUCT DOWN IN CHASE. CONNECT TO RETURN GRILLE NEAR FLOOR AND TO BOTTOM OF RETURN AIR PLENUM ABOVE. ANCHOR FURNACE AND DX COIL TO WALL. SEE 1" x 18 GA. GALVANIZED STRAP WITH #10 x 2-1/2" WOOD SCREWS. SEAL ALL DUCT CONNECTIONS AIR-TIGHT. TURNING VANES MITERED DUCT CONNECTION FLOOR CELING IN ROOM BEYOND 12"ø OA 18"x10" SA 18 " x 1 0 " S A 18 " x 1 0 " S A 12 " ø O A 18 " x 1 6 " R A RETURN AIR GRILLE IN ROOM BEYOND. MOUNT AT 6" ABOVE FLOOR. REFER TO DETAIL G/M503 FOR TYPICAL INSTALLATION. CEILING DUCT TO MATCH COIL SIZE PRESSURE REGULATOR 3/4" CD LINES FROM EACH FURNACE AND DRAIN PAN. RUN TO NEAREST CR-1 HUB. COORDINATE WITH DUCTWORK AND EQUIPMENT. Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 4 7 P M M302 MECHANICAL SECTIONS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s MECHANICAL SECTION SCALE: 1/4" = 1'-0" 1 M302 MECHANICAL SECTION SCALE: 1/4" = 1'-0" 2 M302 MECHANICAL SECTION SCALE: 1/4" = 1'-0" 3 M302 MECHANICAL SECTION SCALE: 1/4" = 1'-0" 4 M302 TYPICAL VERTICAL FURNACE DETAIL SCALE: 3/8" = 1'-0" 5 M302 Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w I-JOIST APPROX. 4" EXHAUST SCREW (TYPICAL) INTAKE FLASHING CLAMP ROOF NOTE: INTAKEEXHAUST SCALE: NONE EXTERIOR WALL. FACE BRICK SHOWN. 6" OF WALL MOUNT WITHIN SEE DETAIL E/M501 SIGHT GLASS SLEEVE THRU WALL PROVIDE VIBRATION ISOLATORS UNDERNEATH UNITS. SEE SPECIFICATIONS SEE DETAIL E/M501 FILTER DRYER UNIT * SEE DETAIL B/M501 (TYP) ROUTE UNDER ROOF TRUSSES NOTE SUPPORT SPACING TO BE AS INDICATED IN SPECIFICATIONS. INSIDE EXTERIOR WALL SEE DETAIL B/M501 (TYP) BEGINNING AT THIS POINT, PIPING SHALL SLOPE TO AIR COOLED CONDENSING UNIT AT A MINIMUM SLOPE OF 1 INCH / 10 FEET SEE COIL CONNECTION DETAIL C/M501 MAX. 6" SUPPORT E/M501 SEE DETAIL INSULATION SUCTION LINE LIQUID LINE SIMILAR NOTE: INTERIOR WALL 3/4" HANGER RODS CLAMP DX COIL EQUALIZING LINE THERMOSTATIC EXPANSION VALVE THERMOSTATIC BULB TO BE AS CLOSE TO COIL AS POSSIBLE NOT ALLOWED ON VERTICAL LINES 45° SUCTION LINE THERMAL BULB LOCATION 4" MINIMUM BULB THERMOSTATIC 7/8" 7/8" 7/8" 7/8" SUCTIONLIQUID LIQUIDUNIT * SUCTION CONCRETE UNISTRUT PIPE CLAMP (TYP.) 4" VA R I E S F FLEXIBLE CONNECTION FILTER DRIER D E S C R I P T I O N MOISTURE INDICATING SIGHT GLASS S SUCTION LINE PIPE SUPPORT. SEE DETAILS EXTERIOR PIPE SUPPORT. SEE DETAIL TRAP. ONE PIECE FACTORY FABRICATED DIRECTION OF SLOPE DOWN L LIQUID LINE S Y M B O L EXPANSION VALVE. SEE DETAIL M3.2 DC M3.2 E M3.2 B M3.2 7/8" 7/8" 7/8" 1 1/8" 3/4" 7/8" 7/8" SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONESCALE: NONE 7/8" 7/8"3/8"1 1/8" 7/8" 7/8" 7/8" 7/8" 7/8" 7/8" 7/8" 7/8" 3/4" 3/4" 3/8" 3/8"3/8" 3/8"3/8" 3/8"3/8" 3/8"3/8" 3/8"3/8" 3/8"3/8" 3/8"3/8" 3/8"3/8" 3/8"3/8" 3/8"3/8" 3/8"3/8" SEE DETAIL C/M503 FOR HANGER DETAIL BUTT INSULATION OF SUCTION LINE AGAINST CLAMP ASSEMBLY SECURE REFRIGERANT PIPING TO SUPPORTS WITH "HYDRA-ZORB", "CUSH-A-CLAMP" OR EQUAL (TYPICAL) 1-5/8" P-1000 "UNISTRUT" CHANNEL OR EQUAL. (TYPICAL) TYPICAL REFRIGERANT PIPE IN MECHANICAL ROOM OR CEILING SPACE. INSULATION ON SUCTION LINES PIPE SLEEVE THRU WALL. SEAL ALL AROUND. RUN PIPE IN INTERIOR WALL. SEE STRUCTURAL DRAWINGS FOR BLOCKING AT TOP OF WALL WHERE PIPES PENETRATE TOP PLATES. BUTT INSULATION OF SUCTION LINE AGAINST CLAMP ASSEMBLY SECURE REFRIGERANT PIPING TO SUPPORTS WITH "CUSH-A-CLAMP BY "HYDRA-ZORB" OR EQUAL. 1A CC 1B CC 1C CC 1D CC 4 CC 5 CC 6 CC 7 CC 2A CC 2B CC 2C CC 2D CC 8 CC 9 CC 10 CC 11 CC 3A CC 3B CC 3C CC 3D CC 12 CC 13 CC 14 CC 15 CC USE EXTENSION KIT NECESSARY TO ACHIEVE CLEARANCE ABOVE SNOW LEVEL. 12" MIN. ABOVE AVERAGE SNOW ACCUMULATION 20 GA. GALVANIZED SHEET METAL STRAP FASTEN TO STRUCTURE 2x2 BLOCKING AS REQUIRED 20 GA. GALVANIZED SLEEVE. ALLOW PIPING TO MOVE FREELY THRU SLEEVE SECURE REFRIGERANT PIPING TO SUPPORTS WITH "HYDRA-ZORB" "CUSH-A-CLAMP" OR EQUAL (TYPICAL) 1 5/8" x 1 5/8" UNISTRUT CHANNEL (GALVANIZED) (TYP.) 18 GAUGE GALVANIZED SHEET METAL PROTECTIVE COVER WITH 24 GAUGE PREFINISHED METAL SKIN. COLOR TO BE SELECTED BY THE ARCHITECT. RUN FROM COND. UNIT TO BUILDING. ANGLE IRON UNISTRUT P1026 TYPICAL OF 4BUTT INSULATION OF SUCTION LINE AGAINST CLAMP ASSEMBLY F CONCENTRIC ROOF TERMINATION DETAIL TYPICAL REFRIGERANT SCHEME D REFRIGERANT PIPE SUPPORT AT WALL B SUSPENDED REFRIGERANT PIPE SUPPORT AT CEILING C REFRIGERANT COIL CONNECTION DETAIL REFRIGERANT PIPING LEGEND E EXTERIOR REFRIGERANT PIPE SUPPORT DETAIL A REFRIGERANT LINE SIZES F S L L S L S Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 4 7 P M M501 MECHANICAL DETAILS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 45° 45° SCALE: NONE FLEX CONNECTION RETURN DUCT HINGE FULL HEIGHT OF DOOR 1/8" THICK NEOPRENE GASKET FURNACE SASH LOCK AIR FLOW TYP. OF 2 AND BOTTOM 1" TRACK TOP 30° MAX. DX AIR FLOW COIL COOLING WIDE RADIUS FLEX. CONNECTION. ELBOW (TYPICAL) SUPPORT. TYP. OF 2. NOTE: FLEX CONNECTION CHANNEL CROSS MEMBER PIPE TO INSULATION FLEX. DUCT SECTION SCALE: NONE 1 NYLON CLAMP OVER FLEX DUCT NYLON CLAMP OVER INSULATION FLOW AIR B 24 GA. A SEE SECTION 1 SEE SECTION 1 NOTE: NOTE: - - -31 - 36 (2) LONGITUDINAL JOINTS TO BE PITTSBURGH OR SNAP LOCK TYPE. L NOTE: L=1/4 W (4" MINIMUM.) MAIN AIR DUCT W AIR BRANCH DUCT (TYPICAL) REIN- FORCED BAR SLIP RECOM- MENDED GAGE TRANSVERSE REINFORCING (1) ALTER'NT BAR SLIPS SLIP SLIP PLAIN S SLIP DRIVE HEMMED AT JOINTS SHEET METAL GAGE FOUR SIDES) (ALL MINIMUM REINFORCING ANGLE SIZE AND MAXIMUM LONGITUDINAL SPACING BETWEEN TRANSVERSE JOINTS &/OR INTERMEDIATE OF DIMENSION LONGEST SIDE, INCHES MIN. H. IN. 24 RECOM- MENDED 24 GAGE 24 24 22 24 24 22 26 GAGE 261 RECOM- MENDED GAGE 24 24 241 1 1 RECOM- MENDED 26 24 24 22 NONE REQUIRED NONE REQUIRED 1"X1"X1/8" @ 60 IN 1"X1"X1/8" @ 60 IN UP THRU 12 13 - 18 19 - 30 (1) TRANSVERSE REINFORCING SIZE IS DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED. REINFORCING H H 5/8" GYPSUM BOARD INSULATION 1 1/4" MIN. PENETRATION 2" NO POP RIVETS ALLOWED 1" WITH ADHESIVE. FROM EDGE OF LINER. NOT MORE THAN 2" ALL TRANSVERSE AND LONGITUDINAL DUCT LINER EDGES OF LINER TO BE COATED 12"O.C.MAX.(TYP.) (TYPICAL) FASTENERS DUCT LINER NOTE: SHEET METAL DUCT 2 " 2' - 0" M AXIM U M SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONESCALE: NONE RA OA FA EA SCALE: NONE AIR FLOW DIRECTION AIR FLOW DIRECTION AIR FLOW DIRECTION NOTE: NOTE: AIR FLOW DIRECTION 2" FURNACE AND CASED DX COOLING COIL EXTERNAL FILTER SECTION DETAILG HIGH EFFICIENCY SQUARE TO ROUND TAKEOFF DETAILF B DUCT CONSTRUCTION DETAILSUPPLY OR RETURN AIR DUCT BRANCH CONNECTION DETAIL E DUCT STRAP HANGER DETAIL DUCT LINER DETAILC FLEXIBLE DUCT SUPPORT DETAILJ A TYPICAL ERV DAMPERING DETAILH D CR-1 12"O.C.MAX. IN DIRECTION OF AIR FLOW. (IF DUCT IS FABRICATED ON AUTOMATED COIL LINE THIS DIMENSION MAY BE INCREASED TO 14" MAX.) CHANNEL CROSS MEMBER SUPPORT. TYPICAL OF 3 CHANNEL CONTINUOUS SUPPORT UNDER ENTIRE LENGTH OF FURNACE AND COIL DRAIN PAN 2" BEYOND EQUIPMENT HUNG FROM SUPPORT FRAMING. TRANSITION MAY BE OMITTED IF DX COIL DIMENSIONS MATCH FURNACE DISCHARGE.ALL CHANNELS FOR SUPPORT ARE 1 5/8" UNISTRUT P1000 CHANNEL CONTINUOUS SUPPORT UNDER ENTIRE LENGTH OF FURNACE. DO NOT COMBINE FURNACE AND COOLING COIL DRAIN LINES WITH DRAIN PAN DRAINS DO NOT BLOCK FILTER ACCESS PANEL OR FURNACE ACCESS DOORS WITH HANGER RODS. TYPICAL VIBRATION ISOLATOR PIPE SIZE AS PER MANUFACTURERS RECOMMENDATIONS. 12" MINIMUM HORIZONTAL OFFSET ON BOTH PIPES FILTER FRAME EXTERNAL OF FURNACE. SEE DETAIL G/M502 SEE UPPER ATTACHMENT DETAILS A/M502, B/M502 AND C/M502 DOUBLE SHEET METAL STRAP BACK OVER. 1" x 18 GAGE STRAP HANGERS AT 8'-0" SPACING. #10 x 3/4" SELF TAPPING GALVANIZED SHEET METAL SCREWS TO ANCHOR STRAPS TO DUCT. ALL STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS. (TYPICAL) (1) #10 x 2" WOOD SCREWS @ EACH TRUSS CHORD (TYP.) BOTTOM CHORD OF TRUSSED RAFTER OR I JOIST LOCKING QUADRANT HANDLE OR REMOTE CEILING OPERATOR WHERE DAMPER IS INACCESSIBLE 45°TAP AND DAMPER ASSEMBLY IS PRE MANUFACTURED - SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. DO NOT FABRICATE IN SHOP OR FIELD. RIGID ROUND DUCT SEE PLANS FOR LENGTH. WRAP WITH EXTERNAL INSULATION. INSULATED FLEX DUCT. MAX LENGTH 6'-0" CEILING DIFFUSER RIGID ROUND DUCT OR DIFFUSER COLLAR TAKEOFFS SHOULD NOT BE INSTALLED CLOSER THAN TWO WIDTHS TO ELBOWS OR INTERSECTIONS AREA OF A x B SHALL BE EQUAL TO 1.5 x AREA BRANCH DUCT CONNECT UPSTREAM OF FRESH AIR CONNECTION. PROVIDE BACKDRAFT DAMPER BETWEEN ERV AND RELIEF AIR CONNECTION TO MAIN RA DUCT. TRANSITION DUCT AS REQUIRED. RA FROM MAIN RETURN AIR DUCT ONE DUCT TRAVERSE FOR THE RETURN/EXHAUST FAN MUST BE TAKEN A MINIMUM OF 8 DUCT DIAMETERS DOWNSTREAM OF ANY AIR DISTURBANCE I.E. ELBOW, ETC. TO ADJUST AIR BALANCE DAMPER TO THE REQUIRED CFM. THIS CAN BE DONE IN EITHER THE RETURN OR EXHAUST DUCT. CONNECT DOWNSTREAM OF RELIEF AIR CONNECTION. FA TO MAIN RETURN AIR DUCT 6x6 INSPECTION DOOR OA FROM OUTSIDE ONE DUCT TRAVERSE FOR THE OUTSIDE AIR/FRESH AIR FAN MUST BE TAKEN A MINIMUM OF 8 DUCT DIAMETERS DOWNSTREAM OF ANY AIR DISTURBANCE I.E. ELBOW, ETC. TO ADJUST AIR BALANCE DAMPER TO THE REQUIRED CFM. THIS CAN BE DONE IN EITHER THE OUTSIDE AIR OR FRESH AIR DUCT. EA TO OUTSIDE 36" MINIMUM SERVICE CLEARANCE PREFERED IN FRONT OF ALL ERV's. IF NECESSARY CLEARANCE IN FRONT OF SMALLER ERV's MAY BE 24" VIBRATION ISOLATION PADS. TYPICAL FOR ALL FLOOR MOUNTED UNITS. FOR DUCT STRAP ATTACHMENT SEE DETAIL E/M502 1"x18 GAGE BAND CLAMP MAX. SAG 1/2" PER FOOT OF SUPPORT SPACING. LOCATE BALANCING DAMPERS NEAR ERV DISCHARGE OUTLETS AS SHOWN ALSO SEE DETAILS AT ERV SCHEDULE FOR ERV UNITS THAT DO NOT FOLLOW THIS DUCT CONNECTION ARRANGEMENT PROVIDE MINIMUM O.A. CONTROLS AT EACH F.A. DUCT TO SYSTEM RETURN AIR DUCT. REFER TO DETAIL F/M502. TYPICAL AT ALL ERV UNITS. AIR FLOW PATHS Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 4 8 P M M502 MECHANICAL DETAILS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 2 x FRAMING ALL AROUND DUCT D = O U T S I D E D U C T D I M E N S I O N 45° DEFLECTION FIXED BLADES AT 1/2" SPACING 18x18 EXHAUST PLENUM ROOF SLOPING ROOFING STORM-PROOF LOUVER BLADES BIRDSCREEN LOUVERED PENTHOUSE WITH BIRDSCREEN AND WEATHER SHIELD. FACTORY CURB TO MATCH ROOF SLOPE CONNECT EXHAUST DUCTS TO SINGLE EXHAUST PLENUM. SEE SHEET M102 FOR DUCT SIZES AND QUANTITIES AT EACH PENTHOUSE. SEAL ALL DUCT CONNECTIONS AIR-TIGHT. GRILLE ATTACHMENT DETAILG DUCT CONNECTION AT PENTHOUSEH TAPER DUCT LINER AT 45° ANGLE TYPICAL HORIZONTAL DUCTWORK NEAR FLOOR WOOD BLOCKING AS REQUIRED TO SUPPORT DUCTWORK AND INSTALL LEVEL. PLACE AT EVERY JOINT IN DUCT. SECTION SCALE: NONE 1 1 FURNACE BELOW COOLING COIL BELOW GYPSUM BOARD SCALE: NONE GYPSUM BOARD 2 I-JOIST SEE DETAIL E/M503. 1 5/8" CHANNEL (UNISTRUT P1000) TRUSSED RAFTER SCALE: NONE I-JOIST OR GYPSUM BOARD 1 5/8" CHANNEL 1/4" x 2 1/4" LAG SCREW WITH WASHER SCALE: NONE ANGLES ON ALL 4 SIDES. WELDED CONSTRUCTION W/ STAND BELOW FURNACE. 1-1/2"x3/16" ANGLE IRON EQUIPMENT FURNISHED. SIZE FRAME TO MATCH FURNACE INLET. PLENUM TO MATCH TOP PANEL OF CUT OPENING IN 8X8 ACCESS DOOR RETURN AIR PLENUM AN AIRTIGHT SEAL (TYPICAL). EDGES OF PLENUM TO PROVIDE AROUND FURNACE AND AT ALL PROVIDE SILICONE SEALANT DUCT AS REQUIRED. FOR RETURN / OUTSIDE AIR CUT OPENING IN TOP OF PANEL FURNACE. ANGLE STAND BELOW ANGLE SUPPORTS AND INSIDE EXCEPT AT THICK DUCT LINER ON METAL PLENUM WITH 1" 20 GAUGE GALV. IRON CONSTRUCTION. OF PLENUM WITH WELDED FRAME ON ALL 4 SIDES 1-1/2"x3/16" ANGLE IRON NO SCALE TO FURNACE SYSTEM MANUAL OUTSIDE AIR DAMPER. BALANCE OUTSIDE AIR AS INDICATED ON LARGE SCALE FLOOR PLANS OR SCHEDULE. MOTORIZED OUTSIDE AIR DAMPER. (2 POSITON - OPEN/CLOSE) RA FROM ROOMS 6x6 DUCT ACCESS DOOR OA FROM LOUVER MANUAL RETURN AIR DAMPER. BALANCE AS REQUIRED TO ACQUIRE OUTSIDE AIR VOLUMES LISTED IN FURNACE SCHEDULE ON SHEET M601 (NON-ERV SYSTEMS ONLY) SCALE: NONE NO SCALE NO SCALE UPPER SUPPORT DETAIL FOR TRUSSED RAFTERSA UPPER SUPPORT DETAIL FOR TRUSSED RAFTER LOCATIONS SECTION B 2 C UPPER ATTACHMENT DETAIL D RETURN AIR PLENUM DETAIL TYPICAL OUTSIDE AIR DUCT DETAILE F VERTICAL FURNACE MOUNTING AND SUPPORT DETAIL SWIVEL TYPE ATTACHMENT TO CHANNEL (UNISTRUT #M2137) TYPICAL AT ALL HANGER RODS. 3/8" DIA. THREADED HANGER RODS DOWN TO FURNACE AND COOLING COIL AS REQUIRED (TYPICAL) 1 5/8" CHANNEL (UNISTRUT P1000) TO SPAN FOUR (4) TRUSSED RAFTERS. BOTTOM CHORD OF TRUSSED RAFTER. FASTEN UNISTRUT CHANNEL TO BOTTOM CHORD OF TRUSSED RAFTER. SEE DETAIL C/M503. 6 FT. LONG, MINIMUM, 1 5/8" CHANNEL (UNISTRUT P1000) AS REQUIRED TO SUPPORT FURNACE AND COOLING COIL. (TYPICAL) TRUSSED RAFTER TYP. OF 4 I-JOIST (TYP.) MINIMUM 10 FT. LONG, 1 5/8" CHANNEL (UNISTRUT P1000) TO SPAN FIVE (5) I-JOISTS (TYP. OF 2) FASTEN UNISTRUT CHANNEL TO BOTTOM OF FIVE (5) I-JOISTS SEE DETAIL E/M503. 3/8" DIA. THREADED HANGER RODS DOWN TO FURNACE AND COOLING COIL AS REQUIRED. (TYPICAL) SWIVEL TYPE ATTACHMENT TO CHANNEL (UNISTRUT #M2137). TYPICAL AT ALL HANGER RODS. FLOOR FLOOR INSTALL 20 GAUGE SHEET METAL RETAINER CLIP WHERE FRAMING FOR OPENING DOES NOT ALLOW FOR SCREWS TO ATTACH TO FRAMING MEMBER PERPENDICULAR TO FACE OF FRAME GRILLE FRAME SCREW INTO FRAMING WHERE OPENING IS CORRECTLY SIZED FASTEN GRILLE TO WOOD FRAMING WITH 2-1/2" WOOD SCREW. INSTALL ATTACHMENT SCREWS PERPENDICULAR TO FACE OF FRAME. WALL TYPE AS CHOSEN BY ARCHITECT. ALL WALLS SIMILAR. FOR CMU WALLS, 2x FRAMING TO EXTEND TO FACE OF WALL. OVERSIZED FRAMED OPENING OPENING FRAMED TO MATCH GRILLE SIZE VERTICAL FURNACE FLEXIBLE CONNECTION EXTERNAL FILTER SECTIONS. SEE DETAIL G/M502. FILTER TO MATCH CORRESPONDING FURNACE SIZE 1-1/2"x3/16" GALVANIZED ANGLE IRON FRAME ON ALL SIDES OF PLENUM WITH WELDED CONSTRUCTION TO SUPPORT EQUIPMENT. COVER WITH 18 GAUGE SHEET METAL AND PROVIDE 1" DUCT LINER INSIDE BOX. 14" HIGH MINIMUM PLENUM. SEE DETAIL D/M503 FOR TYPICAL PLENUM CONSTRUCTION. 13/16" x 13/32", 19 GAUGE CHANNEL. FULL WIDTH OF PLENUM. 1" WIDE x 3/4" TALL x FULL LENGTH OF CHANNEL, NEOPRENE VIBRATION WAFFLE PAD TYPICAL OF ALL UP-FLOW FURNACE SYSTEMS. NOTE: LINED MIXED AIR PLENUM LINED MAIN RETURN AIR DUCT. SEE PLAN FOR SIZE AND QUANTITY FLOOR 1" WIDE x 3/4" TALL x FULL WIDTH OF DUCT, NEOPRENE VIBRATION WAFFLE PAD Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 4 8 P M M503 MECHANICAL DETAILS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1A F 1B F 1C F 1D F 2A F 2B F 2C F 2D F 3A F 3B F 3C F 3D F 4 F 5 F 6 F 7 F 8 F 9 F 10 F 11 F 12 F 13 F 14 F 15 F 1A CC 1B CC 1C CC 1D CC 2A CC 2B CC 2C CC 2D CC 3A CC 3B CC 3C CC 3D CC 4 CC 5 CC 6 CC 7 CC 8 CC 13 CC 14 CC 9 CC 10 CC 11 CC 12 CC 15 CC 1A CU 1B CU 1C CU 1D CU 2A CU 2B CU 2C CU 2D CU 3A CU 3B CU 3C CU 3D CU 4 CU 5 CU 6 CU 7 CU 8 CU 9 CU 10 CU 11 CU 12 CU 13 CU 14 CU 15 CU 1 EF 2 EF 3 EF 4 EF 5 EF 6 EF 7 EF 8 EF 9 EF 10 EF 1A ERV 1B ERV 2A ERV 2B ERV 3A ERV 3B ERV 1 EH 2 EH 11 EF 4 ERV 5 ERV 6 ERV 7 ERV 8 ERV 3 EH 4 EH 5 EH 6 EH 7 EH 8 EH BLOWNECKDIFFUSER SIZE CONN. D - 1 MARK D - 2 D- 3 D - 4 C.F.M. RANGE D - 5 D - 6 115 NOTES: SERVING AREA B (%)A (%) AIR DIST./SIDE PATTERN REMARKSCFM RANGESERVICEMARK TYPE NOMINAL SIZE CFM CFM CFM CFM CFM CFM 4 WAY 2525B 4 WAY 2525 A B 4 WAY 2525 A B 3138 A B 5050 A B 12 x 12 24 x 24 MODULE S-1 S-2 SIDEWALL SA 300 16 x 8 REMARKSWATTS 2000 ROOM SERVESMARK 1 SEE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS. CHAR. 208V / 1 PHASE / 60HZ QMARK MODEL AWH-4204 WITH SM-1 SEMI-RECESSED FRAME 1AMPS 8.5 WATTS MINIMUM REMARKSMIN. STATIC PRESSURE IN. W.G.A.C.F.M. MARK SERVES ROOM 107MEN & WOMEN REST ROOM 142FAMILY RESTROOM 144MOTHER'S ROOM 116CUSTODIAN 87 W.38"80 1/8 HP.50"600 MINIMUM AMPACITY CIRCUIT MIN. NOMINAL REMARKSSIZE (TONS) MARK SPEED EXT. S.P.MINIMUM MARK MIN.REQ'D OUTPUT IN.W.G. 160093,000 BTU/HR A.C.F.M. M O T O R MIN. H.P. 1/2 REMARKSMAX. PR. DR. IN.W.G. S.C.F.M. COND.ENT.EVAP. DB° F WB° FTOT.MBH MARK MIN. REQ'D. CAP. SEN.MBH REMARKSCHAR. 0.60 27.9 4 4 WITH 0°F LOW AMBIENT HARD START KIT WITH 0°F LOW AMBIENT HARD START KIT 208/60/1 0.221600667949.2 40.4 0.221600667949.2 40.4 0.221600667949.2 40.4 0.221600667949.2 40.4 MED. HIGH160093,000 1/20.60 MED. HIGH160093,000 1/20.60 MED. HIGH160093,000 1/20.60 MED. HIGH160093,000 1/20.60 3 WAY 3138 A B9 x 950 - 199 MED. HIGH 27.9 208/60/1 4 TON NOMINAL, R410A REFRIGERANT 4 TON NOMINAL, R410A REFRIGERANT 4 TON NOMINAL, R410A REFRIGERANT 4 TON NOMINAL, R410A REFRIGERANT 110,000 BTU INPUT 110,000 BTU INPUT 110,000 BTU INPUT 110,000 BTU INPUT MARK CFM FLA ELECTRICAL VOLTS HERTZ PHASE REMARKS MCA 840 840 18.0 18.0 20.3 20.3 115 115 60 60 1 1 1 1 RENEWAIRE MODEL HE1XINV. TWO 0.75 HP FANS. 25 MAX. FUSE SIZE. 2 RA OA FA EA OA RA FA RA FROM FURNACE FA TO FURNACE OA FROM OUTSIDE EA TO OUTSIDE OA FROM OUTSIDE EA TO OUTSIDE RA FROM FURNACE FA TO FURNACE CONNECT MATCHING DUCTS TO LABELED CONNECTIONS CONNECT OPPOSITE DUCTS TO LABELED CONNECTIONS BALANCING DAMPER BALANCING DAMPER ERV-UNITS 1A, 1B ERV-UNITS 2A, 2B, 3A, 3B, 4, 5, 6, 7, & 8 THIS UNIT TO BE HUNG UPSIDE DOWN AS SHOWN IN DETAIL AT RIGHT. 3 NOTE: PROVIDE BACKDRAFT DAMPER ON FA DUCT BEFORE CONNECTING TO MAIN RETURN AIR DUCT. TYPICAL ALL ERV UNITS. 1 EA 3 2 THIS UNIT TO BE HUNG RIGHT SIDE UP CONNECT DUCTWORK AS LABELED. 1 MINIMUM 420 OUTSIDE AIR 420 420 420 420 4 5 3 6 8 110,000 BTU INPUT 4 4 4 4 4 160093,000 1/20.60 MED. HIGH420 110,000 BTU INPUT 160093,000 1/20.60 MED. HIGH420 110,000 BTU INPUT 4 4 160093,000 1/20.60 MED. HIGH420 110,000 BTU INPUT 160093,000 1/20.60 MED. HIGH420 110,000 BTU INPUT 4 4 160093,000 1/20.60 MED. HIGH420 110,000 BTU INPUT 4 160093,000 1/20.60 MED. HIGH420 110,000 BTU INPUT 160093,000 1/20.60 MED. HIGH420 110,000 BTU INPUT 4 4 1750112,000 10.60 MED. HIGH200 120,000 BTU INPUT 4 145093,000 1/20.60 MED. HIGH200 88,000 BTU INPUT 140093,000 1/20.60 MED. HIGH200 88,000 BTU INPUT 4 4 120068,000 1/30.60 MED. HIGH350 88,000 BTU INPUT 4 120068,000 1/30.60 MED. HIGH350 88,000 BTU INPUT 4 160093,000 1/20.60 MED. HIGH200 110,000 BTU INPUT 140093,000 1/20.60 MED. HIGH400 88,000 BTU INPUT 4 160093,000 1/20.60 MED. HIGH300 110,000 BTU INPUT 4 1750112,000 10.60 MED. HIGH200 120,000 BTU INPUT 4 120068,000 1/30.60 MED. HIGH350 88,000 BTU INPUT 4 140093,000 1/20.60 MED. HIGH400 88,000 BTU INPUT 4 140093,000 1/20.60 MED. HIGH200 88,000 BTU INPUT 1 2 3 4 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 4 5 6 7 8 2 1 2 3 4 5 6 7 21 74 5 3 5 5 5 0.221600667949.2 40.4 0.221600667949.2 40.4 0.221600667949.2 40.4 0.221600667949.2 40.4 4 TON NOMINAL, R410A REFRIGERANT 4 TON NOMINAL, R410A REFRIGERANT 4 TON NOMINAL, R410A REFRIGERANT 4 TON NOMINAL, R410A REFRIGERANT 5 5 5 5 0.221600667949.2 40.4 0.221600667949.2 40.4 0.221600667949.2 40.4 0.221600667949.2 40.4 4 TON NOMINAL, R410A REFRIGERANT 4 TON NOMINAL, R410A REFRIGERANT 4 TON NOMINAL, R410A REFRIGERANT 4 TON NOMINAL, R410A REFRIGERANT 5 5 5 5 0.291750667961.1 40.9 5 TON NOMINAL, R410A REFRIGERANT 6 0.291450667942.0 35.2 3 1/2 TON NOMINAL, R410A REFRIGERANT 6 0.291450667942.0 35.2 3 1/2 TON NOMINAL, R410A REFRIGERANT 6 0.221200667936.0 32.4 3 TON NOMINAL, R410A REFRIGERANT 6 0.221200667936.0 32.4 3 TON NOMINAL, R410A REFRIGERANT 6 0.221200667936.0 32.4 3 TON NOMINAL, R410A REFRIGERANT 6 0.221200667936.0 32.4 3 TON NOMINAL, R410A REFRIGERANT 6 0.221600667949.2 40.2 4 TON NOMINAL, R410A REFRIGERANT 6 0.291400667942.0 35.2 3 1/2 TON NOMINAL, R410A REFRIGERANT 6 0.221600667949.2 40.4 4 TON NOMINAL, R410A REFRIGERANT 6 0.291750667961.1 40.9 5 TON NOMINAL, R410A REFRIGERANT 6 0.291400667942.0 35.2 3 1/2 TON NOMINAL, R410A REFRIGERANT 6 1 2 3 4 5 6 1 4 5 62 3 50 50 MCOP 4 WITH 0°F LOW AMBIENT HARD START KIT27.9 208/60/150 4 WITH 0°F LOW AMBIENT HARD START KIT27.9 208/60/150 4 WITH 0°F LOW AMBIENT HARD START KIT27.9 208/60/150 4 WITH 0°F LOW AMBIENT HARD START KIT27.9 208/60/150 27.9 4 4 WITH 0°F LOW AMBIENT HARD START KIT WITH 0°F LOW AMBIENT HARD START KIT 208/60/1 27.9 208/60/1 50 50 4 WITH 0°F LOW AMBIENT HARD START KIT27.9 208/60/150 4 WITH 0°F LOW AMBIENT HARD START KIT27.9 208/60/150 4 WITH 0°F LOW AMBIENT HARD START KIT27.9 208/60/150 4 WITH 0°F LOW AMBIENT HARD START KIT27.9 208/60/150 3 1/2"WITH 0°F LOW AMBIENT HARD START KIT25.3 208/60/140 3 1/2"WITH 0°F LOW AMBIENT HARD START KIT25.3 208/60/140 3 WITH 0°F LOW AMBIENT HARD START KIT21.9 208/60/135 3 WITH 0°F LOW AMBIENT HARD START KIT21.9 208/60/135 4 WITH 0°F LOW AMBIENT HARD START KIT27.9 208/60/150 3 1/2 WITH 0°F LOW AMBIENT HARD START KIT21.9 208/60/140 4 WITH 0°F LOW AMBIENT HARD START KIT27.9 208/60/150 5 WITH 0°F LOW AMBIENT HARD START KIT34.6 208/60/160 3 WITH 0°F LOW AMBIENT HARD START KIT21.9 208/60/135 3 WITH 0°F LOW AMBIENT HARD START KIT21.9 208/60/135 3 1/2 WITH 0°F LOW AMBIENT HARD START KIT25.3 208/60/140 108 CEILING MOUNT 87 W.38"80 CEILING MOUNT 167MEN & WOMEN REST ROOM .50"600168 87 W.38"80 CEILING MOUNT 127 W.38"150 CEILING MOUNT 174SERVING AREA 175CUSTODIAN 87 W.38"80 CEILING MOUNT 127 W.38"150 CEILING MOUNT 159MOTHER'S ROOM 87 W.38"80 CEILING MOUNT 157MEN & WOMEN REST ROOM .50"600158 432 1 1 2 3 4 5 5 31 5SIDEWALL SA 800 24 x 10 5 9 9 R-1 LOW SIDEWALL RA 150 12 x 66 105 R-2 LOW SIDEWALL RA 600 18 x 126 13510 R-3 LOW SIDEWALL RA 1600 42 x 246 13510 R-4 CELING RA 350 24 x 104 13 R-5 CELING RA 800 18 x 184 R-6 CELING RA 300 12 x 104 13 TG-1 CELING TA 200 10 x 64 13 SG-1 SOFFIT GRILLE OA 1000 48 x 245 12 PH-1 PENTHOUSE EA 1000 18 x 18 x 185 1187 L-1 LOUVER OA 2000 42 x 42 1312118 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 4 8" Dia. 9 x 950 - 199 8" Dia. A B B A 10" Dia.200-400 B A 200-400 10" Dia.B A B4 WAY12 x 12200-400 10" Dia. 2 WAY9 x 950 - 199 8" Dia. 840 840 18.0 18.0 20.3 20.3 120 120 60 60 1 1 1 1 3 2 840 840 18.0 18.0 20.3 20.3 120 120 60 60 1 1 1 1 3 2 122 176 3000 208V / 1 PHASE / 60HZ QMARK MODEL MUH03-81 WITH B10 WALL MOUNTING BRACKET.14.5 12 x 12 GRILLE 154TECH ROOM 166 W.38"200 CEILING MOUNT ER-1 CELING EA 300 10 x 104 POSITION UPFLOW UPFLOW UPFLOW UPFLOW UPFLOW UPFLOW UPFLOW UPFLOW UPFLOW UPFLOW UPFLOW UPFLOW HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL 600 18.0 20.3 120 60 1 1 2 550 18.0 20.3 120 60 1 1 2 550 18.0 20.3 120 60 1 1 2 700 18.0 20.3 120 60 1 1 2 950 18.0 20.3 120 60 1 1 2 H.P. (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 MCOP 25 25 25 25 25 25 25 25 25 25 25 WITH LIGHTS WITH LIGHTS WITH LIGHTS WITH LIGHTS WITH LIGHTS WALL SWITCH WITH LIGHTS WALL SWITCH WITH LIGHTS COOLING STAT CONTROL 1/8 HP WITH LIGHTS1/8 HP 5 WITH 0°F LOW AMBIENT HARD START KIT34.6 208/60/160 12 14 14 2000 208V / 1 PHASE / 60HZ QMARK MODEL AWH-4204 WITH SM-1 SEMI-RECESSED FRAME8.5122 2000 208V / 1 PHASE / 60HZ QMARK MODEL AWH-4204 WITH SM-1 SEMI-RECESSED FRAME8.5122 2000 208V / 1 PHASE / 60HZ QMARK MODEL AWH-4204 WITH SM-1 SEMI-RECESSED FRAME8.5122 2000 208V / 1 PHASE / 60HZ QMARK MODEL AWH-4204 WITH SM-1 SEMI-RECESSED FRAME8.5122 2000 208V / 1 PHASE / 60HZ QMARK MODEL AWH-4204 WITH SM-1 SEMI-RECESSED FRAME8.5122 2000 208V / 1 PHASE / 60HZ QMARK MODEL AWH-4204 WITH SM-1 SEMI-RECESSED FRAME8.5122 DIFFUSER SCHEDULE REGISTER, LOUVER & GRILLE SCHEDULE ELECTRIC HEATER SCHEDULE EXHAUST FAN SCHEDULE AIR COOLED CONDENSING UNIT SCHEDULE FURNACE SCHEDULECOOLING COIL SCHEDULE ENERGY RECOVERY VENTILATOR BTU/HR OUTPUT AT SEA LEVEL RATING FURNACE MARKS CORRESPOND WITH CONDENSING UNIT AND COOLING COIL MARKS. ELECTRICAL CHARACTERISTICS - MOTOR: 120V / 1 PHASE / 60 HZ MAY VARY ACCORDING TO MANUFACTURER. INSTALL NECESSARY JUMPERS SO THAT FAN OPERATES ONLY AT COOLING SPEED WHENEVER THE FAN CIRCUIT IS ENERGIZED. SET FAN MOTOR SPEED TAP TO LOWEST POSSIBLE SETTING TO ACHIEVE DESIGN AIR FLOW. UP-FLOW UNIT WITH 14" HIGH PLENUM BASE. HORIZONTAL UNIT WITH ATTACHED DX COIL. SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. - 92% MINIMUM AFUE. COIL MARKS CORRESPOND WITH CONDENSING UNIT AND FURNACE MARKS. COMPLETE WITH FACTORY COIL BOX AND COIL. WET COIL USE NEXT LARGE SIZE COIL IF NECESSARY TO MEET MAX. PRESSURE DROP REQUIREMENTS. UP-FLOW COIL. HORIZONTAL COIL. SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. REFRIGERANT = R-410a AT DESIGN CONDITIONS AND 95 Deg. F ENTERING AIR TEMPERATURE TO CONDENSER. COIL MARKS CORRESPOND WITH COOLING COIL AND FURNACE MARKS. SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. 13.0 SEER MINIMUM. ELECTRICAL CHARACTERISTICS - COMPRESS: 208V / 1 PHASE / 60 HZ COORDINATE ACTUAL ELECTRICAL RATINGS OF UNIT SUPPLIED WITH DIVISION 26. DIRECT DRIVE IN-LINE FAN SET BALANCE DAMPERS SHOWN ON M101 TO CFM LISTED. PROVIDE BACK-DRAFT DAMPER. CONTROL BY DIVISION 26. ELECTRICAL CHARACTERISTICS - COMPRESS: 120V / 1 PHASE / 60 HZ SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. SERVICED BY 12 x 3-1/2 UNLINED R.A. DUCT IN WALL SERVICED BY 18 x 10 R.A. DUCT IN CHASE SERVICED BY 18 x 16 R.A. DUCT IN CHASE COORDINATE WITH CEILING GRID AND LIGHT FIXTURES WHERE APPLICABLE. COORDINATE WITH CEILING GRID AND LIGHT FIXTURES WHERE APPLICABLE. COORDINATE WITH LIGHT FIXTURES WHERE APPLICABLE. COORDINATE WITH ROOF PEAKS AND VALLEYS COORDINATE WITH BUILDING STRUCTURE AND TRIM MAXIMUM NC = 25 AT MAXIMUM CFM NOTED. DESIGN BASED ON TITUS TDC TYPE 6. SEE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS. SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. FINISH SHALL BE OFF-WHITE ENAMEL. BAKED ENAMEL FINISH WITH COLOR AS DIRECTED BY ARCHITECT. RETURN AIR GRILLE TO BE MOUNTED 6" FROM FLOOR TO BOTTOM EDGE OF GRILLES. BAKED ENAMEL FINISHED TO MATCH ROOF COLOR AS DIRECTED BY THE ARCHITECT. PROVIDE ALUMINUM BIRD SCREENS. SET REGISTER BLADES FOR 15" Deg. UPWARD DEFLECTION. BLADE ORIENTATION SHALL BE HORIZONTAL. MAXIMUM ACCEPTABLE FACE VELOCITY THROUGH NEW FREE AREA: 400 FPM FINISH COLOR AS DIRECTED BY ARCHITECT. BLADE ORIENTATION SHALL BE WITH LONG DIMENSION. WITH OPPOSED BLADE DAMPER IN GRILLE COORDINATE WITH LIGHT FIXTURES WHERE APPLICABLE. COORDINATE WITH LIGHT FIXTURES WHERE APPLICABLE. THE MECHANICAL CONTRACTOR SHALL VERIFY MOTOR VOLTAGES WITH THE ELECTRICAL DRAWINGS BEFORE ORDERING MOTORIZED EQUIPMENT AND CONTROLS. STANDARD 200 VOLT FOR 208 VOLT MOTOR NAME PLATE VOLTAGE SHALL BE NEMA STANDARD 230 VOLT FOR THREE PHASE SYSTEM AND SHALL BE NEMA SYSTEM. STARTER HEATERS 240 VOLT THREE PHASE OR SINGLE PHASE INSTALLED SHALL BE COORDINATED WITH THE NAME PLATE DATA. S.C.F.M. LISTED IS STANDARD AIR. DIRECT DRIVE IN-LINE FAN DIRECT DRIVE IN-LINE FAN 1- 2- Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 4 8 P M M601 MECHANICAL SCHEDULES 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 3/4" CONDUIT FROM ELECTRICAL LOAD CENTER TO NEAREST COMPRESSOR UNIT FOR FUTURE USE. (ONLY ONE PER ENCLOSURE) TYPICAL CONDENSING UNIT A SCALE: NONE END CONDUIT HERE (TYP.) SEE NOTE 5 SEE NOTE 6 SEE NOTE 6 CONDUIT CONCEALED IN WALL (TYPICAL) (DIV. 26) WALKWAY END CONDUIT HERE (TYP.) CONDUIT CONCEALED IN WALL TYPICAL OF ALL THERMOSTATS. (DIV. 26) SEE NOTE 7 T UC S CONDUIT IN INACCESSIBLE CEILING SPACE. (TYPICAL) FOLLOW ROOF LINE, MAY BE RUN WITH REFRIGERANT PIPING. CONTROL CONDUIT CONTINUOUS TO COMPRESSOR UNIT. COORDINATE LOCATION WITH DIV. 26 ELECTRICAL. (TYPICAL) MINIMUM REQUIRED CONDUIT-TYPICAL DETAIL XX CU 12.312 A.6A.6 12.712.6 BB CC C.10 DD D.10 EE FF GG G.6 G.3 1110987 1.31 A.3 A 2 3 4 5 6 BISHOP 103 BISHOP 104 WAITING 105 CLERK 106 INTERVIEW 102 INTERVIEW 101 CU 9 CU 1A CU 1B CU 8 CU 7 CU 2A CU 2B CU 6 CU 3A CU 3B CU 5 CU 4 CU 10 CU 11 CU 1C CU 1D CU 12 CU 2C CU 2D CU 13 CU 14 CU 3C CU 3D CU 15 WOMEN 107 MEN 108 ROOM 110 ROOM 109 VESTIBULE 112 FOYER 111 STORAGE 113 ELEC. 114 SERVING AREA 115 CUST. 116 ROOM 117 ROOM 118 ROOM 120 ROOM 121 HALLWAY 119 STAIR 122 STOR. 123 INTERVIEW 126 WAITING 128 CLERK 124 STAKE PRES. 125 INTERVIEW 127 HIGH COUNCIL 129 VEST. 130 ROOM 156 WOMEN 157 MEN 158 HALL 155 TECH 154 SAC. PREP 153 CHAPEL 151 MOTHERS 159 VEST. 191 CLERK 192WAITING 190 INTER 187 INTER 188 BISHOP 189 BISHOP 193 ROOM 185 ROOM 186 FOYER 183 VEST. 184 CLERK 181 BISHOP 182 WAITING 180 INTERVIEW 179 INTERVIEW 178 BISHOP 177 FIRE RISER 176 SERVING AREA 174 CUST. 175 ROOM 173 ROOM 172 ROOM 170 HALLWAY 171 ROOM 169 MEN 168 WOMEN 167 BISHOP 165 BISHOP 166 INTERVIEW 162 INTERVIEW 161 WAITING 163 CLERK 164 VEST. 160 BISHOP 138 CLERK 139 WAITING 137 INTER 136 INTER 135 BISHOP. 134 MATERIALS 143 MOTHERS 144 ROSTRUM 145 CHAPEL 146 FAMILY RR 142 SAC. PREP. 141 ROOM 132 HALLWAY 140 ROOM 133 VEST. 131 CULTURAL CENTER 147 CULTURAL CENTER 150 ROSTRUM 152 STOR. 149 STOR. 148 T ZONE F-15 T T ZONE F-14 ZONE F-13 T ZONE F-12 T ZONE F-11 ZO N E F - 1 O T T ZONE F-1ZONE F-2 T ZONE F-3 T TZONE F-4 T ZONE F-5 TZONE F-6 ZONE F-7 ZONE F-8 T T T ZONE F-9 S S S S S S S S S S S S S S S S EH 1 T EF 11 COOLING STAT OAS PROVIDE WIRE GAURD 12.312 A.6A.6 12.712.6 BB CC C.10 DD D.10 EE FF GG G.6 G.3 1110987 1.31 A.3 A 2 3 4 5 6 F 5 F 3A F 3B F 2A F 2B F 2C F 15 F 14 F 12 F 4 F 10F 2D F 3C F 3D ERV 3B ERV 3A ERV 2B ERV 2A F 13 F 1D F 1C F 11 F 6 F 7 F 8 F 9 F 1B F 1A (F-14) UC UC (F-13) (F - 1 1 ) UC UC (F - 1 0 ) UC (F-12) UC UC (F-9)(F-1) RP-6 PANEL FOR SYSTEM F-1 CO2 COORDINATE LOCATION WITH ALL OTHER TRADES SO THAT ACCESS OF VIEW TO IN NOT OBSTRUCTED. (TYPICAL) UC UC CO2 UC UC (F-8)(F-7) UC UC (F - 5 ) (F - 4 ) UC UC UC CO2 (F-2)(F-6)(F-3) RP-6 PANEL FOR SYSTEMS F-2 AND F-3 BM G COORDINATE LOCATION OF BUILDING MANAGEMENT GATEWAY WITH ELECTRICAL AND PLUMBING IN THIS AREA. BMG CO2 CO2 ERV 1B CO2 CO2 ERV 1A UC UC (F-15) (F-3) ERV 7 ERV 8 ERV 4 ERV 5 ERV 6 10" Dia. Z-1 10" Dia. Z-2 8" Dia. Z-3 10" Dia. Z-1 10" Dia. Z-1 10" Dia. Z-2 10" Dia. Z-1 10" Dia. Z-1 8" Dia. Z-3 8" Dia. Z-3 8" Dia. Z-3 8" Dia. Z-38" Dia. Z-3 10" Dia. Z-2 10" Dia. Z-2 8" Dia. Z-4 10" Dia. Z-110" Dia. Z-2 10" Dia. Z-2 ZP - 1 MOUNT SYSTEM 15 ZONE PANEL AND UNITARY CONTROLLERS ON WALL AT THIS LOCATION. ZP-1 UC UC UC MOUNT SYSTEM 4 ZONE PANEL AND UNITARY CONTROLLERS ON WALL AT THIS LOCATION. ZP-1 UC UC UC MOUNT SYSTEM 5 ZONE PANEL AND UNITARY CONTROLLERS ON WALL AT THIS LOCATION. ZP-1 UC UC UC ZP - 1 MOUNT SYSTEM 9 ZONE PANEL AND UNITARY CONTROLLERS ON WALL AT THIS LOCATION. ZP-2 UC UC UC MOUNT SYSTEM 12 ZONE PANEL AND UNITARY CONTROLLERS ON WALL AT THIS LOCATION. ZP-1 UC UC UC ZP-1 ZP-1 MOUNT SYSTEM 11 ZONE PANEL AND UNITARY CONTROLLERS ON WALL AT THIS LOCATION. ZP-1 UC UC UC ZP - 2 UC ZP - 1 Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 5 2 P M ME101 AUTOMATIC TEMPERATURE CONTROL PLANS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s NOTE: ALL TEMPERATURE CONTROL CONDUIT SHALL BE FURNISHED AND INSTALLED BY DIVISION 26. SYMBOLS UC RP-6 UNITARY CONTROLLER (DIV. 23). MOUNT MODULE IN ACCESSIBLE LOCATION ON OR NEAR ASSOCIATED FURNACE. RELAY PANEL (DIV. 23). MOUNT AT 5'-0" TO BOTTOM OF CABINET. THERMOSTAT (LCBS) OUTLET (CONDUIT BY DIV. 26) S T INDOOR AIR SENSOR OUTLET (CONDUIT BY DIV. 26) BMG BUILDING MANAGEMENT GATEWAY (DIV. 23) OAS GLOBAL OUTDOOR AIR SENSOR (DIV. 23) TO BE INSTALLED ON THE NORTH SIDE OF THE BUILDING (OUT OF DIRECT SUNLIGHT) AND CONNECTED TO ANY ZONE. C02 CO SENSOR (DIV. 23). INSTALL UPSTREAM OF RELIEF OR OUTSIDE AIR CONNECTION. CRO COMBINATION RELAY AND THERMAL OVERLOAD DISCONNECT (WITH 20 AMP RIB PANEL 240 1B) ZP-1 3 ZONE PANEL (DIV. 23) ZP-2 4 ZONE PANEL (DIV. 23) Z* ZONE PANEL (* = ZONE NUMBER) SD DUCT SMOKE DETECTOR BOXES FOR THERMOSTAT AND OUTLETS SHALL BE 2"x4" WITH LONG DIMENSION VERTICAL. USE METAL BRACKET OF COVER PLATE ASSEMBLY TO MOUNT THERMOSTAT HORIZONTAL. CONDUIT TO BE 1/2" UNLESS NOTED OTHERWISE. TEMPERATURE CONTROL WIRING THAT IS NOT IN CONDUIT SHALL BE RUN PARALLEL AND PERPENDICULAR TO BUILDING CONSTRUCTION LINES. SEE SPECIFICATIONS FOR ACCEPTABLE FASTENING METHODS AND MAXIMUM ALLOWABLE SPACING BETWEEN FASTENERS. TEMPERATURE CONTROL WIRING THAT IN NOT IN CONDUIT SHALL BE LABELED. PROVIDE A LABEL AT ALL POINTS WHERE TEMPERATURE CONTROL WIRING ENTERS CONDUIT AND AT CONNECTIONS TO DEVICES. SEAL OPEN END OF CONDUIT AIR-TIGHT AROUND THERMOSTAT / SENSOR WIRE WITH SEALANT COMPOUND. SEE SPECIFICIATIONS FOR APPROVED PRODUCT. SEAL ANNULAR SPACE BETWEEN CONDUIT AND OPENING IN FLOOR OR WALL PENETRATIONS WITH SEALANT COMPOUND. SEE SPECIFICATIONS FOR APPROVED PRODUCT. SEAL OPEN END OF CONDUIT AT J-BOX AIR-TIGHT AROUND THERMOSTAT / SENSOR WIRE. SEAL ALL AIR GAPS AROUND J-BOX TO ISLOATE J-BOX FROM WALL CAVITY. SEAL BACK OF THERMOSTAT AROUND WIRES. PACK J-BOX WITH GLASS FIRE BAT INSULATION. USE SEALING COMPOUND SPECIFICALLY MADE FOR REFRIGERANT AND AIR-CONDITIONING APPLICATIONS. SEE SPECIFICATIONS FOR APPROVED PRODUCTS. NOTES: 1. 2. 3. 4. 5. 6. 7. S T 2 EQUIPMENT PLATFORM - TEMPERATURE CONTROLS SCALE: 1/16" = 1'-0" MAIN FLOOR PLAN - TEMPERATURE CONTROLS SCALE: 1/16" = 1'-0" Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w WIRING DIAGRAM SYSTEMS: F-6 SYSTEMS: F-7, F-8, F-10, F-13 & F-14 WIRING SCHEMATIC, X-2 CONTROL EQUIPMENT ENERGY RECOVERY VENTILATOR WIRING UC TS T SYSTEMS: F-6, F-7, F-8, F-10, F-13 & F-14 SYSTEM # NOTES : 1. 2. 3. 4. 5. 6. 7. 8. THERMOSTAT CABLE- 4, 8 OR 12 CONDUCTOR- 18 AWG SOLID COPPER WIRE INSULATED WITH HIGH DENSITY POLYETHYLENE. CONDUCTORS PARALLEL. ENCLOSED IN BROWN PVC JACKET. (NO 22 AWG CABLE ALLOWED). IF COMPRESSOR UNITS HAVE THEIR OWN POWER SUPPLY IT MAY BE NECESSARY TO ADD ADDITIONAL RELAYS IN COMPRESSOR UNIT TO PROPERLY INTERFACE CONTROLS. USE WIRE NUT CONNECTORS FOR SPLICING CONDUCTORS IN SPECIFIED LOCATIONS. AND TYTON TYPE CRIMP CONNECTORS FOR TERMINAL CONNECTIONS. NO TERMINAL CONNECTORS REQUIRED AT THERMOSTAT OR SENSOR. DO NOT RUN ANY OTHER WIRING IN THIS CONDUIT EXCEPT THERMOSTAT CABLE. VERIFY THAT FAN UNIT FAN SPEED CONTROL WIRING IS SET TO MATCH SCHEDULE SHEET AND THAT FAN OPERATES AT COOLING SPEED ONLY. DO NOT SPLICE WIRE IN RUNS FROM SENSOR TO THERMOSTAT, THERMOSTAT TO FURNACE, AND THERMOSTAT TO DISCHARGE AIR SENSOR. PROVIDE CHASE NIPPLE WITH PLASTIC BUSHING WHEN ATTACHING J-BOX TO EQUIPMENT. PROVIDE CABLE-CLAMP SO THAT CABLES CANNOT BE PULLED OUT OF J-BOX. FROM LON NETWORK TO LON NETWORK R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L RE D BL U E YE L L O W GR E E N WH I T E WH I T E RE D BL U E RE D 24 V A C OR A N G E RIBU1CRIBTWO POLE RELAY 2 5 RIB2401BRIBTWO POLE RELAY 620A20 AMP 7 DP2030B5003SR 3SMOKE RELAY 30 AMP 120V COIL C7041F2006OASGLOBAL OUTDOOR AIR SENSOR CRO COMBINATION RELAY & THERMAL OVERLOAD DISCONNECT W2 FAN UNIT LOW VOLTAGE TERMINAL STRIP 8 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1, 4 & 6 4 CONDUCTOR THERMOSTAT CABLE 4 CONDUCTOR THERMOSTAT CABLE Y R W1 GREEN RED BLUE BLUE YELLOW G C WHITE GREEN 4 CONDUCTOR THERMOSTAT CABLE WIRE NUT CONNECTORS (SPLICE IN BOX) WIRE NUT CONNECTORS (SPLICE IN BOX) DS-DA WHITE BLUE WHITE BLUE DS-RA LEGEND: DIVISION 26 OR FACTORY PRE-WIRED DIVISION 23 WIRING ORANGE AT150F1022 C7041B2005 CAT. NO. 1 THERMOSTAT GUARDG-1 SD-1 X-2 DUCT AIR SENSORDS T MARK DESCRIPTION 2 2 CAT. NO. 1DESCRIPTIONMARK TRANSFORMER 120V/24V 50VA RELAY PANEL 24X18X6W/COVER DM-1 MS8105A1030 ALL CATALOG NUMBERS SHOWN ARE HONEYWELL UNLESS NOTED OTHERWISE. 2 SEE SPECIFICATIONS DAMPER MOTOR TWO POSITION DAMPER MOTOR 2 POS W/END SWITCHDM-2 MS8105A1130 BMG BUILDING MANAGEMENT GATEWAY DUCT SMOKE DETECTOR CO SENSOR C7232B1006 UC UNITARY CONTROLLER CO PROVIDE ENCLOSURE3 TO BE PURCHASED FROM AN APPROVED PER-BUILT PANEL BUILDER SEE SPECIFICATION.4 YCRL64385R1000 THERMOSTAT COVER PLATE ASSEMBLY 50002883-001 4 1 RP-6 ZP-2 HZ432ZONING PANEL (4 ZONES) ZD or ARDZONE DAMPER (*=ZONE NUMBER)Z* SEE PLAN FOR REQUIRED SIZE AND ZONE NUMBER.5 AT175F1023X-1 TRANSFORMER 120, 208, 240V/24V 75VA LGW1000 (GATEWAY) WPM-8000 (WALL PLUG) ZP-1 HZ322ZONING PANEL (3 ZONES) S REMOTE SENSOR TR40 USE WITH CRO DISCONNECTFOR ELECTRIC WALL HEATER. CONTROL FROM UC.6 THERMOSTAT WALL MODULE LCBS WALL MODULE UI-3 UI-1 ONLY ONE REQUIRED FOR BUILDING. MAY BE CONNECTED TO ANY CONTROLLER AT NORTH SIDE.7 1. 2. NOTES ECHELON BUS (E-BUS) MUST BE INSTALLED AT LEAST 12" AWAY FROM ALL ELECTRICAL DEVICES: I.E. MOTORS, LIGHT, ETC. DO NOT USE THERMOSTAT CABLE AS NETWORK CABLE. USE SPECIFIED CABLE. X-2 L2 L1 BLUE RED RIB 4X4 J-BOX SEE NOTE #7 & 8 ORANGE RED BLUE BLUE YELLOW ORANGEWHITE/BLUE YELLOW WHITE/YELLOW 2 42 4 CONDUCTOR THERMOSTAT CABLE W221P-2001BE-BUS ECHELON NETWORK CABLE BLUE BLUE BLACK BLUE RIB YELLOW GREEN RED YELLOW C WHITE/BLUE REDWHITE/YELLOWORANGE TRANSFORMER X-2 LCBS UC 12 13 BLUERED CO 2 SENSOR POWER REDBLACK DAMPER MOTOR 1 BLUERED2 GREENORANGE YELLOWORANGERED RED GREEN BLACK ORANGE C BLUE GREEN SEE NOTE #2 CONDENSING UNIT SEE WIRING SCHEMATIC, X-2 SW-2 VO L T A G E CU R R E N T 0- 1 0 0 % 20 - 1 0 0 % OF F ONOF F ON SW-1 OUT AN * CO 2 SENSOR SW-2 VO L T A G E CU R R E N T 0- 1 0 0 % 20 - 1 0 0 % OF F ONOF F ON SW-1 OUT AN REMOVE SETSCREW ON BOARD TO POSITION JUMPERS * NOTE JUMPER CONFIGURATION * CO 2 SENSOR RED YELLOW YELLOW GREEN GREEN RED BROWN BROWN BLACK BLACK ORANGE ORANGEBR O W N YE L L O W ORANGE WHITE/YELLOW BLACK GREEN RED (ONLY IF INDICATED ON SHEET ME101) 4 CONDUCTOR THERMOSTAT CABLE 4 CONDUCTOR THERMOSTAT CABLE 8 CONDUCTOR THERMOSTAT CABLE 4 CONDUCTOR THERMOSTAT CABLE FOR CONTINUATION OF SYSTEMS F-1 & F-2, SEE ME702 & ME703 S1 S2 S3 BLUE ENERGY RECOVERY VENTILATOR ERV ELECTRICAL BOX EXHAUST LINE VOLTAGE X R OUTSIDE AIR L1 N WHITE BLUE WHITE BLUE RED BLUE 1 2 DM-2 WIRE NUT CONNECTORS (SPLICE IN BOX) SYSTEMS W/ ERV 4 CONDUCTOR THERMOSTAT CABLE SYSTEMS: F-6, F-7, F-8, F-10, F-13, & F-14 Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 5 3 P M ME701 AUTOMATIC TEMPERATURE CONTROL DIAGRAMS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w WIRING DIAGRAM SYSTEMS: F-1, F-2 & F-3 T LEGEND: NOTES: SW-2 VO L T A G E CU R R E N T 0- 1 0 0 % 20 - 1 0 0 % OF F ONOF F ON SW-1 OUT AN FROM LON NETWORK TO LON NETWORK RED YELLOW YELLOW GREEN GREEN RED SW-2 VO L T A G E CU R R E N T 0- 1 0 0 % 20 - 1 0 0 % OF F ONOF F ON SW-1 OUT AN JUMPER CONFIGURATION BROWN BROWN BLACK BLACK ORANGE ORANGE SYSTEMS: F-1, F-2, F-3 DIVISION 26 OR FACTORY PRE-WIRED DIVISION 23 WIRING FOR NOTES SEE SHEET ME701 L1 L2 L1 L2 L2 L1 L1 L2 12 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1, 4 AND 6. GREEN/BLUE BLACK WHITE RED GREEN RED GREEN RED RED BLUE WHITE YELLOW GREEN BROWN BLACK 3- #12 BLACK/WHITE/GREEN RED/GREEN GREEN/BLUE WH I T E BL A C K GREEN GND GREEN FAN UNIT "a" BLACK BROWN BLACK BLUE BROWN RED RED GREEN GREEN YELLOW WHITE BLUE PART OF 12 CONDUCTOR THERMOSTAT CABLE BLUE WHITE YELLOW GREEN GREEN/BLUE GREEN RED RED X-2 GREEN BL A C K WH I T E GREEN/BLUE RED/GREEN BLACK BROWN GREEN YELLOW WHITE BLUE SPACE SPACE SPACE SPACE RED GREEN GREEN WHITE WHITE WHITE YELLOW YELLOW YELLOW YELLOW YELLOW PINK WHITE GREY TAN WHITE PART OF 8 CONDUCTOR THERMOSTAT CABLE 8 CONDUCTOR THERMOSTAT CABLE FAN UNIT "c" R C G Y W C R G G R C C R G R X R2 R2 R2 L1 N R1 R1 R1 A2 X R2 W2 X R4 R4 R6 Y2 X R6 R1 G X R3 R3 W1 X R5 R5 Y1 X PANEL RP-6 8 CONDUCTOR THERMOSTAT CABLE GREEN GND THERMOSTAT CABLE 4 CONDUCTOR AUX. J-BOX FURNISHED IN FAN UNIT NH SWITCH BY DIV 26 BLACK FAN UNIT DOOR SWITCH #12 120V 1PHZ 60HZ SD-110 A 120 VAC 120 VAC AUX. 16 NONC 1312 15 ALARM SR 120V 1PHZ 60HZ #12 WHITE BLACK H N COMPRESSOR UNIT SEE NOTE #2 4 CONDUCTOR THERMOSTAT CABLE 1 2 DM-2 SWITCH FAN UNIT DOOR WHITE BLACK #12 WHITE BLACK #12 120V 1PHZ 60HZ BLACK H N BLACK #12 WHITE BLACK SWITCH BY DIV 26 H N COMPRESSOR UNIT COMPRESSOR UNIT Y W Y W Y W G+ GO NO COM RED BLACK ORANGE GREEN S1 S2 S3 ERV "A" ENERGY RECOVERY VENTILATOR. SEE DETAIL A/ME701 FOR WIRING CONNECTIONS, THERMOSTAT CABLE 4 CONDUCTOR 1 2 DM-2 S1 S2 S3 ERV "C" ENERGY RECOVERY VENTILATOR. SEE DETAIL A/ME701 FOR WIRING CONNECTIONS. BLACK #12 8 CONDUCTOR THERMOSTAT CABLE SMOKE DETECTOR PART OF 8 CONDUCTOR THERMOSTAT CABLE 8 CONDUCTOR THERMOSTAT CABLE WHITE BLUE WHITE BLUE FAN R1 X-1 PART OF 8 CONDUCTOR THERMOSTAT CABLE DAMPER R2 HEAT 1 R3 PART OF 8 CONDUCTOR THERMOSTAT CABLE HEAT 2 R4 COOL 1 R5 COOL 2 R6 TB1 TB2 SPACE SPACE SPACE SPACE AUX. J-BOX FURNISHED IN FAN UNIT TA N YE L L O W GR E E N WH I T E WH I T E RE D BL U E RE D UC R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C OR A N G E SYSTEM # BR O W N YE L L O W PI N K WIRE NUT CONNECTORS (SPLICE IN BOX) DS-DA WHITE BLUE WHITE BLUE DS-RA UI-3 UI-1 REMOVE SETSCREW ON BOARD TO POSITION JUMPERS * NOTE : 4X4 J BOX SEE NOTE #7 SEE NOTE #2 SEE NOTE #2 FAN UNIT DOOR SWITCH AUX. J-BOX FURNISHED IN FAN UNIT SWITCH BY DIV 26 FAN UNIT DOOR SWITCH AUX. J-BOX FURNISHED IN FAN UNIT SD-110 A 120 VAC 120 VAC AUX. 16 NONC 1312 15 ALARM SMOKE DETECTOR SR 4 CONDUCTOR THERMOSTAT CABLE COMPRESSOR UNIT SEE NOTE #2 4X4 J BOX SEE NOTE #7 FAN UNIT "d" FAN UNIT "b" FAN UNIT "a" 4X4 J BOX SEE NOTE #7 C C C C X-2 WIRE NUT CONNECTORS (SPLICE IN BOX) FAN UNIT "b" FAN UNIT "c" FAN UNIT "d" FAN UNIT "a" FAN UNIT "d" FAN UNIT "a" FAN UNIT "d" * CO 2 SENSOR SWITCH BY DIV 26 * CO 2 SENSOR FAN UNIT "a" FAN UNIT "b" FAN UNIT "c" FAN UNIT "d" FAN UNIT "b" FAN UNIT "c" FAN UNIT "b" FAN UNIT "c" 4 CONDUCTOR THERMOSTAT CABLE 4X4 J BOX SEE NOTE #7 4 CONDUCTOR THERMOSTAT CABLE 4 CONDUCTOR THERMOSTAT CABLE Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 5 3 P M ME702 AUTOMATIC TEMPERATURE CONTROL DIAGRAMS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w WIRING DIAGRAM SW-2 VO L T A G E CU R R E N T 0- 1 0 0 % 20 - 1 0 0 % OF F ONOF F ON SW-1 OUT AN SW-2 VO L T A G E CU R R E N T 0- 1 0 0 % 20 - 1 0 0 % OF F ONOF F ON SW-1 OUT AN JUMPER CONFIGURATION RED YELLOW YELLOW GREEN GREEN RED BROWN BROWN BLACK BLACK ORANGE ORANGE RED BLUE S1 S2 S3 BLUE WHITE W2 SYSTEM: F-4, F-5, F-9, F-11, F-12 & F-14 M1 M4 M6 M1 M4 M6 M1 M4 M6 R C W1/E W2 Y1 Y2 G O/B L RH RC W1/E W2 Y1 Y2 G O B DS/BK R C DATS DATS SE N S O R EQ U I P M E N T HEAT 1 HEAT 2 HEAT 3 COOL 1 COOL 2 FAN PURGE EM HEAT HZ432K ZONE 1 ZONE 2 ZONE 3 ZONE 4 A B C DWI R E L E S S L2 M1 M4 M6 R C W1/E W2 Y1 Y2 G O/B L TH E R M O S T A T ZO N E 4 DA M P E R TH E R M O S T A T ZO N E 1 DA M P E R ZO N E 2 DA M P E R ZO N E 3 DA M P E R DEDICATED TRANSFORMER X-1 W3 OT OT AZ1 AZ2AD D - A - ZO N E L1 HOME CONFIG CHECK OUT MODE NEXTBACK ADJUST SETTING RED WHITE BROWN YELLOW GREEN RED BLUE GREEN YELLOW BROWN WHITE R C W1/E W2 Y1 Y2 G O/B L TH E R M O S T A T RED BLUE GREEN YELLOW BROWN WHITE R C W1/E W2 Y1 Y2 G O/B L TH E R M O S T A T RED BLUE GREEN YELLOW BROWN WHITE Z1 Z2 Z3 ZP-1 ZONE 3 ZONE 2 ZONE 1 X- 2 DS-SUPPLY BL U E YE L L O W GR E E N WH I T E WH I T E RE D BL U E RE D UC R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C BR O W N 8 CONDUCTOR THERMOSTAT CABLE WHITE BL U E YE L L O W GR E E N WH I T E WH I T E RE D BL U E RE D R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C BR O W N WHITE BL U E YE L L O W GR E E N WH I T E WH I T E RE D R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C BR O W N 8 CONDUCTOR THERMOSTAT CABLE FAN UNIT LOW VOLTAGE TERMINAL STRIP 8 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1, 4 & 6 4 CONDUCTOR THERMOSTAT CABLE BLUE GREEN CONDENSING UNITY R W1 GREEN RED BLUE BLUE YELLOW G C WHITE GREEN X-2 L2 L1 BLUE RED RIB 4X4 J-BOX SEE NOTE #7 & 8 ORANGE RED BLUE BLUE ORANGE YELLOW RED BLUE 1 2 DM-2 4 CONDUCTOR THERMOSTAT CABLE TO ERV. REFER TO DETAIL A/ME701 RED BLUE GREEN BROWN WHITE Z4 ZONE 4 YELLOW YE L L O W GR E E N WH I T E WH I T E RE D BL U E RE D UC R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C OR A N G E 8 CONDUCTOR THERMOSTAT CABLE WHITE WHITE BR O W N YE L L O W 8 CONDUCTOR THERMOSTAT CABLE WHITE RE D BL U E RE D ZONE 4 ZONE 4 ON ZP-2 PANEL ONLY. ZONE 1 ZONE 1 ZONE 2 ZONE 3 FROM LON NETWORK TO LON NETWORK * CO 2 SENSOR * CO 2 SENSOR REMOVE SETSCREW ON BOARD TO POSITION JUMPERS * NOTE: PO W E R (2 4 V A C ) FROM LON NETWORK TO LON NETWORK FROM LON NETWORK TO LON NETWORK FROM LON NETWORK TO LON NETWORK WIRELESS EMERGENCY HEAT WIRE NUT CONNECTORS (SPLICE IN BOX) LEGEND: NOTES: DIVISION 26 OR FACTORY PRE-WIRED DIVISION 23 WIRING FOR NOTES SEE SHEET ME701 C SEE NOTE #2ORANGE BLACK GREEN RED 4 CONDUCTOR THERMOSTAT CABLE 4 CONDUCTOR THERMOSTAT CABLE 8 CONDUCTOR THERMOSTAT CABLE 8 CONDUCTOR THERMOSTAT CABLE FOR X-2 TRANSFORMER AND RIB RELAY WIRING SEE 'WIRING SCHEMATIC,X-2' ON SHEET ME701 WHITE/BLUE YELLOW WHITE/YELLOW 4 CONDUCTOR THERMOSTAT CABLE BL U E ZP-2 ZP-1 HAS (3) ZONE DAMPERS ZP-2 HAD (4) ZONE DAMPERS (SYSTEM F-9 ONLY) SYSTEM F-4, F-5, F-11, F-12, & F-15 UC ZONE 2 SYSTEM F-4, F-5, F-11, F-12, & F-15 UC ZONE 3 SYSTEM F-4, F-5, F-11, F-12, & F-15 (SYSTEM F-4, F-5, F-11, F-12, & F-15) (SYSTEM F-9 ONLY) T T T T Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 5 3 P M ME703 AUTOMATIC TEMPERATURE CONTROL DIAGRAMS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w E-BUS CONNECTION DETAIL BUILDING MANAGEMENT GATEWAY (BMG) E-BUS WIRING DIAGRAM A NO SCALE R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C E.O.L. 209541B NET LAN 24 VDC + 24 VAC COM BLUEWHITE W/BLUE STRIPE TWIST WIRE TOGETHER AND MOUNT UNDER "EB" TERMINAL SCREW. E-BUS CABLE SEE SPECIFICATIONS. (TYPICAL) POWER SUPPLY TO CONVIENCE OUTLET ON TELEPHONE BOARD PROVIDE CAT6 ETHERNET CONNECTION NETWORK HUB/ ROUTER BY OTHERS E.O.L. 209541B SEE DETAIL A THIS SHEET (TYPICAL) R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C R 1 2 1 AO - 1 2 2 CO M 2 3 AO - 2 2 4 AO - 3 2 5 CO M 2 6 DI - 1 2 7 DI - 2 2 8 CO M 2 9 DI - 3 3 0 DI - 4 3 1 24 V D C 3 2 UI - 1 3 3 CO M 3 4 UI - 2 3 5 UI - 3 3 6 CO M 3 7 UI - 4 3 8 UI - 5 3 9 CO M 4 0 UI - 6 2 24 V A C C O M 3 EG N D 4 SH I E L D 5 SB U S 1 6 SB U S 2 7 NE T - 1 8 NE T - 2 9 0 1 2 3 4 5 6 7 8 9 0 11 1 1 1 1 1 1 1 21 RH RC AU X AU X / D O - 1 W1 W2 W3 / O B / G L G Y1 Y2 Y3 / G L 24 V A C UC UC UC UC UC UC F-9-3 F-2F-7 F-10 F-8 F-9-4F-1 UCUC UCUC UC UC F-6 F-11-1F-11-2 F-3 F-9-2 F-9-1 UC UC F-12-3 BMG F-5-1 UCUCUCUCUCUC F-4-1 F-5-3 F-5-2F-4-2F-4-3F-15-1 UCUCUCUCUCUC F-13 F-12-1 F-12-2F-14F-15-3F-15-2 UC F-11-3 Engineered Systems Associates PHONE: 1355 EAST CENTER POCATELLO, IDAHO 83201 ESA JOB NUMBER: FAX:(208) 233-0529 (208) 233-0501 EMAIL:esa@engsystems.com 22169 Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 3/ 3 0 / 2 0 2 3 1 2 : 0 6 : 5 4 P M ME704 AUTOMATIC TEMPERATURE CONTROL PANELS 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e 51 0 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w CIRCUITING & GENERAL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION KEYED NOTE REFERENCE1 BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED A-1,3,5 3/4"C.-6#12,1#12G QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S) SIZE OF CONDUIT A-1,3,5 3/4"C.-6#12,1#12G PANEL AND CIRCUIT DESIGNATIONS EQUIPMENT GROUNDING CONDUCTOR TICK MARKS NEUTRAL CONDUCTOR(S) PHASE AND/OR SWITCH-LEG CONDUCTOR(S) BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR NEW EQUIPMENT, DEVICES, ETC. EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101 *25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER) FIRE ALARM SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DETECTOR SUBSCRIPTS P PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTOR ID IN-DUCT SMOKE DETECTOR H HEAT DETECTOR M MULTI-STATION SMOKE DETECTOR (120V W/BATTERY BACKUP) FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF) F FACP NOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF) REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF) NAC RA MANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72) LOW TEMPERATURE SENSOR ADDRESSABLE CONTROL/RELAY MODULE MM CM ADDRESSABLE MONITORING MODULE FIRE ALARM FLOW SWITCH FIRE ALARM TAMPER SWITCH FS TS WALL MOUNTED FIRE ALARM HORN ONLY WALL MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) # ADDRESSABLE DETECTOR WITH BASE ## ##CEILING MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) ## ## WALL MOUNTED FIRE ALARM HORN STROBE (CANDELA RATING AS INDICATED) CEILING MOUNTED FIRE ALARM HORN STROBE (CANDELA RATING AS INDICATED) EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC. FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSD A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS. F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER. G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES. GENERAL FIRE ALARM SYSTEM NOTES LT LIGHTING SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION. 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE SURFACE MOUNTED FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE WALL MOUNTED FLUORESCENT OR LED FIXTURE EXTERIOR WALL MOUNTED FIXTURE ROUND RECESSED FIXTURE SURFACE OR PENDANT FIXTURE LIGHT FIXTURE SUBSCRIPTS NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT) EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE) DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS. SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION. SWITCH MOUNTED OCCUPANCY SENSOR, LOW VOLTAGE SWITCHPOD OR DIMMER SWITCH, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION. SINGLE-POLE SWITCH (SEE SUB-SCRIPTS BELOW FOR ADDITIONAL INFORMATION) SWITCH SUBSCRIPTS 3 3-WAY SWITCH 4 4-WAY SWITCH D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES) F 7-DAY PROGRAMMABLE TIMER SWITCH (INTERMATIC MODEL EI500WC SERIES) P PILOT LIGHTED SWITCH F1 LIGHT FIXTURE TYPE DESIGNATION S ### WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT. LV LOW-VOLTAGE SWITCH (PER DWG'S) T THERMAL-OVERLOAD SWITCH M SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C. WP WEATHERPROOF 2P DOUBLE POLE, SINGLE THROW SWITCH GENERAL LIGHTING NOTES: A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC. B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING". C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V DIMMING CONTROLS BETWEEN SWITCH AND FIXTURES. D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA. ### F M POWER SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) 'MSB' 'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION) 'LA' ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X J JUNCTION BOX CR = CORD REEL; SEE DRAWINGS FOR INFORMATION CD = CORD DROP; SEE DRAWINGS FOR INFORMATION EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN MOTOR CONNECTION POWER AND/OR DATA SERVICE POLE FLOORBOX (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATION FB# SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS) CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN) DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT. RECEPTACLE AND EQUIPMENT SUBSCRIPTS AC ABOVE COUNTER WP WEATHERPROOF (UL LISTED WEATHER-RESISTANT) 42" MOUNTING HEIGHT AFF OR AFG REF REFRIGERATOR M MICROWAVE M/R MICROWAVE/RANGE HOOD (LOCATE ABOVE RANGE) USB DUPLEX RECPT. WITH (2) USB CHARGING PORTS DW DISHWASHER, INSTALL PER NEC 422.16(B)(2) D/DW DISPOSAL/DISHWASHER, INSTALL PER NEC 422.16(B)(2) TV RECEPT. DEDICATED TO TV; FIELD VERIFY HEIGHT W/ TV PRIOR TO ROUGH-IN. EWC ELECTRIC WATER COOLER; PROVIDE GFCI PROTECTION PER NEC 422.5(A) HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. T SOR EXHAUST FAN CONNECTION D CLOTHES DRYER (NEMA 14-30R) R ELECTRIC RANGE (NEMA 14-50R) W WELDER RECEPTACLE 208/240V - NEMA 6-50R GENERAL SPECIAL SYSTEM NOTES: A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC. SPLIT-WIRED RECEPTACLE, HALF OF RECEPT. SHALL BE SWITCHED OTHER HALF SHALL HAVE CONSTANT POWER. SPECIAL SYSTEMS SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-X TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T-X TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T/_D-X CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _D-X A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG. B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT. C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS. D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE. E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES: ### _D-X SPECIAL SYSTEMS NOTES: 1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING OR DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED. 2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2" 3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED) WALL/FLOOR ELECTRICAL PATHWAY SLEEVE; INSTALL THROUGH WALL OR FLOOR AS INDICATED. SLEEVES SHALL BE ABOVE ACCESSIBLE CEILINGS IN ACCESSIBLE LOCATION, FIELD VERIFY EXACT LOCATION TO AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. IF WALL/FLOOR IS NOT FIRE RATED E.C. MAY UTILIZED EMT CONDUIT SLEEVES OF EQUAL SIZE. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. (qty) = QUANTITY OF SLEEVES AT LOCATION EP2 = 2" HILTI SPEED SLEEVE CP-653-BA EP4 = 4" HILTI SPEED SLEEVE CP-653-BA ### FB# _D-X ELECTRICAL FLOORBOX REFER TO "ELECTRICAL FLOORBOX SCHEDULE" FOR INFORMATION. _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) TV AND/OR AV BOX; WITH POWER, DATA AND/OR AV CONNECTIVITY ### = BOX ID: REFER TO "ELECTRICAL AV/TV BOX SCHEDULE" FOR INFORMATION. _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTE #2 BELOW) INSTALL CONDUIT (SIZE AS INDICATED) FROM BOX TO NEAREST ACCESSIBLE CEILING SPACE W/ DATA CABLING/TERMINATIONS AS INDICATED ON DRAWINGS. WALL ### FLOOR (qty) (qty) P 1PH 2/C 3/C 3P 3PH 3W 4W AC ADA AFF AFG AIC AL A or AMP ANN AP ATS AV AWG BFG C CATV CB CCTV CKT C CP CT CU DS EA E.C. EM EMT ENT EPO EQUIP EX FA FACP FLA FMC GND G.C. GEN GFI GFP HD HID HOA HP HPS HV HZ IG IMC J-BOX ABBREVIATIONS SINGLE POLE SINGLE-PHASE TWO-CONDUCTOR THREE-CONDUCTOR THREE POLE THREE-PHASE THREE-WIRE FOUR-WIRE ABOVE COUNTER AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM AMPERE ANNUNCIATOR ACCESS POINT (WIRELESS DATA) AUTOMATIC TRANSFER SWITCH AUDIO VISUAL AMERICAN WIRE GAGE BELOW FINISHED GRADE CEILING MOUNTED CABLE TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CONDUIT CONTROL PANEL CURRENT TRANSFORMER COPPER DISCONNECT SWITCH EACH ELECTRICAL CONTRACTOR EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL NONMETALLIC TUBING EMERGENCY POWER OFF EQUIPMENT EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FULL LOAD AMPS FLEXIBLE METAL CONDUIT GROUND GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION HEAVY DUTY HIGH INTENSITY DISCHARGE HAND-OFF-AUTOMATIC HORSE POWER HIGH PRESSURE SODIUM HIGH VOLTAGE HERTZ ISOLATED GROUND INTERMEDIATE METAL CONDUIT JUNCTION BOX V KVA kW kWh LED LFMC LFNC LTG LV MAX M.C. MCA MCB MCC MDP MH MIN MLO MOCP NA NC NEC NEMA NFPA NIC NL NO NTS OC OH DR OL PB P PNL PT PTZ QTY RCP RMC RNC SCA SCBA SF SPD SPEC SWBD SWGR TL TP TTB TV TYP UG UPS V VA V.I.F. VFD WAP W/ W/O WP XFMR KILOVOLT KILOVOLT AMPERE KILOWATT KILOWATT HOUR LIGHT EMITTING DIODE LIQUID TIGHT FLEXIBLE METAL CONDUIT LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LIGHTING LOW VOLTAGE MAXIMUM MECH. CONTRACTOR MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL MANHOLE MINIMUM MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NOT TO SCALE ON CENTER OVERHEAD DOOR OVERLOAD PUSHBUTTON PHASE PANEL POTENTIAL TRANSFORMER PAN/TILT/ZOOM QUANTITY REFLECTED CEILING PLAN RIGID METAL CONDUIT RIGID NONMETALLIC CONDUIT SHORT CIRCUIT AMPS STANDARD COLOR BY ARCHITECT SQUARE FOOT (FEET) SURGE PROTECTION DEVICE SPECIFICATION SWITCHBOARD SWITCHGEAR TWIST LOCK TWISTED PAIR TELEPHONE TERMINAL BOARD TELEVISION TYPICAL UNDERGROUND UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VERIFY IN FIELD VARIABLE FREQUENCY DRIVE WIRELESS ACCESS POINT WITH WITHOUT WEATHERPROOF TRANSFORMER A. E.C. SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. B. E.C. SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL. C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED. D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. E. E.C. SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT. F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN. G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC. H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING. I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES. J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS. K. UNLESS SPECIFICALLY INDICATED OTHERWISE, E.C. SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/SHOP DRAWINGS; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE E.C. TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT. L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. N. DATA CABLING SYSTEM PRE-INSTALLATION CONFERENCE: 1. E.C. SHALL SCHEDULE A MEETING A MINIMUM OF FIVE CALENDAR DAYS PRIOR TO BEGINNING DATA CABLING INSTALLATION . ATTENDEES SHOULD INCLUDE OWNER’S REP., ENGINEER, GC, EC AND CABLING SUB. REFER TO SECTION 26 6210(1.4)(E) FOR ADDITIONAL INFORMATION. PROJECT GENERAL NOTES: IDAHO POWER CO. ROCKY MOUNTAIN POWER CO. WWW.IDAHOPOWER.COM WWW.ROCKYMOUNTAINPOWER.NET CONTACT: CONTACT: SHELLEY MARTIN (208) 388-5872 DAN KUHL (503) 308-0233 OR DAN KUHL (503) 308-0233 dan.kuhl@evergreen-efficiency.com dan.kuhl@evergreen-efficiency.com UTILITY LIGHTING REBATES & INCENTIVES: IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS. VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION: TYPICAL DEVICE MOUNTING HEIGHTS: GENERAL COORDINATION NOTE: GENERAL DETAIL NOTES: FINISH FLOOR 1' - 6'' THERMOSTAT OR SENSOR VERIFY WITH M.C. PRIOR TO LIGHT SW. (OR AS NOTED) * 4' - 0'' * 3' - 6'' (OR AS NOTED) RECEPTACLE @ MILLWORK BACKSPLASH CA B . D I M E N S I O N S PE R A R C H . D E T A I L 6" CABINET *E.C. SHALL COORDINATE ALL DEVICE MOUNTING HGTS. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT **PRIOR TO ROUGH-IN** ROUGH-IN. TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER (ie C.O.'S, DATA, PHONE etc.) A. B. C. D. ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. ALL SWITCHES AND THERMOSTATS TO BE MOUNTED AS CLOSE TO DOOR JAMS AS POSSIBLE. COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS AND DETAILS. COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINSCOTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. FIRE 6' - 8'' FIRE ALARM NOTIFICATION DEVICE FIRE MANUAL PULL STATION HANDLE SHALL BE BETWEEN 42" & 48" AFF CABINET RECEPT. TELE/DATA OUTLET TV OUTLET ELECTRICAL EQUIP. CLEARANCE ELECTRICAL EQUIPMENT NO T E # 1 N O T E #4 NOTE#3 NOTE#2 NOTES: 1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT. 2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES. 3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR. 4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE. GENERAL NOTES: A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT. 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 0 0 A M E100 ELECTRICAL SYMBOLS & DETAILS Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w A ll e le c tric a l w o rk to c o m p ly w ith 2017 N E C FS1 FS1 FS1 FS1 FS1 FS1 FS1 FS1 FS1 FS1 FS1 FS1FS1 FS1FS1 FS1 1 1 1 1 3 4 PURPOSED PRIMARY U N I V E R S I T Y B O U L E V A R D (7 T H S O U T H ) S 5 T H W 'CT CABINET' 'METER BASE' UTILITY XFMR DRAINAGE AREA LCP-2 E.C. TO PROVIDE AND INSTALL RACK TO METERING AND DISTRIBUTION EQUIPMENT DISCONNECT 5' - 0 M I N . 6" 25 ' - 0 ± UNDISTURBED OR COMPACTED EARTH POLE BASE WITH 4 #5 RE-BARS AND #3 TIES @ 12" O.C. 3000 PSI MIN. CONDUIT (PVC) 24" MIN. DEPTH. REFER TO PLAN. ANCHOR BOLTS TO SUIT POLE FINISHED GRADE POLE BASE COVER 4" SQUARE STRAIGHT STEEL POLE. POLE COLOR TO MATCH POLE LIGHT POLE LIGHT- SEE SCHEDULE 24" DIA. GFI, WP RECEPTACLE (WHERE INDICATED ON DWG'S) HAND HOLE TOP EDGE OF POLE BASE SHALL BE CHAMFERED F5 F5 'SB' F14 F14 SB-1 SB-3 2 1 CITY STREET LIGHTS PER REXBURG CITY STANDARDS. 2 PROVIDE AND INSTALL 120V POWER TO EACH IRRIGATION CONTROLLER AND EACH MONITOR. COORDINATE EXACT LOCATION WITH IRRIGATION CONTRACTOR PRIOR TO ROUGH IN. 3 PROVIDE AND INSTALL (1) 4" CONDUIT W/ (3) 1 1/4" INNERDUCTS AND (1) 4" SPARE CONDUIT FOR IT/COMM FROM MAIN TELEPHONE BOARD AND TERMINATE OUT IN A W.P. GROUND BOX. EXACT DEMARK POINT OF THIS BOX TO BE FIELD DETERMINED. 4 PROVIDE AND INSTALL (4) 20A 1P CIRCUITS FROM PANEL "SB" TO PAVILION. (1) FOR NORTH RECEPTACLES, (1) FOR SOUTH RECEPTACLES, (1) FOR RECEPTACLES ON THE CENTER COLUMN ON THE WEST SIDE, AND (1) FOR THE LIGHTING. COORDINATE INSTALLATION WITH PAVILION PACKAGE DRAWINGS AND SPECIFICATIONS. PROVIDE ALL REQUIRED CONDUIT, BOXES, DEVICES AND CONNECTIONS. KEY NOTES:# 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 0 1 A M E101 ELECTRICAL SITE PLAN Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: SCALE: 1" = 30'-0"1 ELECTRICAL SITE PLAN NORTH 60'30'0" SCALE: NONEAPOLE LIGHT DETAIL SCALE: 1/4" = 1'-0"2 STORAGE BUILDING PLAN Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers This document and the ideas and designs incorporated herein, as an instrument of professional service, are the property of BHD Architects, and may not be used or duplicated in whole or in part for any other project without written authorization of BHD Architects. P.E. #:22127 04-11-2023 4/11/2023 10:26:22 AM E102 REXBURG STREET LIGHT STANDARDS Rexburg ID Custom 10 Ward Meetinghouse Married Student Second Stake 5th West and Uni versi ty Boul evard, Rexburg, I daho 43.803303, -111.796612 Printed RPR 6N40E315400 County Parce l: BHDA Project No. 2109 M ARCH 17 2023 Issue Date 2109 BHD #: © 2022 BHD Architects REXBURG STANDARDS PROVIDED FOR REFERENCE ONLY. E.C. OBTAIN MOST CURRENT CITY STANDARDS BEFORE BUILDING. Drawing Issue and Revision Schedule # Date Description Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w . . WD 1 WD 1 WD 1 M S CD2 S CD2 S CD2 SCD2 S CD2 S CD2 S CD2 S CD2 S CD2 WD1 WD 1 WD 1 WD1 WD1 WD 1 WD 1 WD1 WD1 WD 1 3D 3D 3D 3D 3D 3D 3D 3D WD 1 WD 1 WD1 WD1 WD 1 S CD2 S CD2 S CD2 S CD2 WD1 D D WD 1 WD 1 WD1 WD 1 WD1 M S CD2 SCD2 SCD2 M M WD 1 M M S CD2 WD1WD1 S CD2 M WD1WD1 WD 1 3D3D S CD2 3D3D S CD2 3D3D S CD2 3D3D S CD2 S CD2 M M WD1WD1 WD1 SCD2SCD2 M M WD 1 WD1WD1 WD 1 WD 1 WD1 WD 1 D D D D S CD2 SCD2 SCD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 SCD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 S CD2 WD 1 WD1 WD1 3 WD 1 WD1 WD1 DT DTDT DT RCRC DT DT DTDT RC RC WD 1 SCD2 SCD2 M M M M SCD2 WD 1 M M M M MM M M M M M M M M S CD2 S CD2 1.3 2 3 5 6 7 8 10 11 12 12.3 12.612.7 1 9 4 A.6 A.3 A B C E F G G.3 G.6 D Hallway [171] Bishop [103] Interview [101] Bishop [104] Interview [102] Clerk [106] Waiting [105] Storage [123] Interview [126] Interview [127] Waiting [128] Clerk [124] Stake Pres [125] High Council [129] Vest [130] Custodial [116] Tech [154] Men [158] Women [157] Mothers [159] Vest [191] Clerk [192] Bishop [193] Bishop [189] Waiting [190] Interview [188] Interview [187] Clerk [164] Bishop [165] Bishop [166] Waiting [163] Interview [162] Interview [161] Vest [160] Vest [131] Chapel [146] Cultural Center [147] Cultural Center [150] Chapel [151] Rostrum [152] Hallway [140] Hallway [119] Hallway [155] Room [185] Room [186] Women [167] Men [168] Family RR [142] Sac Prep [141] Materials Center [143] Rostrum [145] Room [121] Room [120] Room [117] Room [118] Room [169] Room [170] Room [173] Room [172] Room [133]Room [132] Clerk [139] Bishop [138] Bishop [134] Waiting [137] Interview [135] Interview [136] Vest [112] Foyer [111] Fire Riser [176] Bishop [182] Bishop [177] Clerk [181]Interview [178] Waiting [180] Foyer [183] Vest [184] Interview [179] Serving Area [174] Room [156] Electrical [114] Serving Area [115] Table/Chair Storage [113] Room [109] Room [110] Stair [122] Mothers [144] Custodial [175] Sac Prep [153] Women [107]Men [108] +96"+96" +96"+96"+96"+96" +96"+96" (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9(TYP) F9 F1 F1F1 F1 F1 F1 F1 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 F1 F1 F1 F1 F1 F1 F1 (TYP) F1 F1 (TYP) F9(TYP) F9 F1 F1 F1 F1F1 F1 F1 F1 F1 F1 F4 F4 F4 F4 F1 F1 F1 F1 F10 F10 F1F1 F1F1F1 F1 F1 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F4 F4 F4 F4 F1 F1 F1 F1 F10 F10 (TYP) F9 (TYP) F9 F9 F9 F9 F9 F4 (TYP) F1 F1 F4 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 F1F1 F1F1 F9 F9 F9 F9 F9 F9 (TYP) F9 F9 F9 F9 F1 ?F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1F1F1 F4 F4 F1F1F1 F10 F10 F12 F10F10F10 F11F11F11 F10F10F10 F10 F10F10 F10 F12 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F11 F11 F10 F10 F10 F10 F11 F11 F3 F10 F10 F11 F11 F10 F10 F11 F11 F13F13F13 F13F13F13 F15 F15F11bF11b F11bF11b F11b F11b F13 F13 F13 F13 F13 F13 F15 F15 F11b F11b F11b F11b F11b F11b F4 F11b F11b F11bF11b F5 F5 F2 F2 F2 F2F2F2 F2 F2 F2 F2F2F2 F2 F2 F2F2 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 NL F3 NL F3 (TYP) F7 (TYP) F7 NL F3 NL F3 NL F3 NL F3 (TYP) F7 (TYP) F7 1 1 1 1 1 1 22 2 233 3 3 4 2 5 6 2 56 F14 F14 F14 7 7 7 7 777 7 7 7 7 7 'A' 'C' 'D''B' F5 TO LIGHTS ABOVE LCP-1 LCP-1 LCP-1 LCP-1 LCP-1 LCP-1 LCP-1 LCP-1 LCP-1 F8 F8 F8 F8 F8 F8 F10 F10 F10 F10 F10 F10 F10 F10F10F10F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10F10F10 F10 F10F10F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 8 8 8 8 8 8 (A/E110) (A/E110) (A/E110) (A/E110) (A/E110) (A/E110) A-1 A-3 A-2 C-1 C-3 C-3 D-1 D-3 D-5 B-3 B-1 A-22 A-5 C-5 C-22 F1E F1E F1E F1E F1E F1E F1E F1E F1E F1EF1EF1EF1EF1EF1E F1E F1E F1E F1E F1E TO SWITCHED OUTLETS TO SWITCHED OUTLETS C-2 F2 1 PROVIDE A 90 MINUTE REMOTE EMERGENCY LIGHTING UNIT FOR THIS FIXTURE. SEE POWER LAYOUT FOR REMOTE EMERGENCY LIGHTING UNIT LOCATION. 2 SEE SHEET E602 FOR SWITCH LABELING. 3 PROVIDE WIRE GUARD. 4 PROVIDE 2-ZONE ROOM CONTROLLER WITH OCCUPANCY AND MANUAL DIMMER SWITCH INPUTS. ALL ZONES SHALL SHUT OFF AUTOMATICALLY WHEN THERE IS NO OCCUPANCY IN THE ROOM. ZONES 1 & 2 SHALL BE CONTROLLED BY MANUAL DIMMER SWITCH. PROVIDE PARTITION SWITCH AT DOOR PARTITION TO COMBINE DIMMING ZONES INTO ON ZONE WHEN DOOR IS OPEN. 5 PROVIDE TWO ZONE ROOM CONTROLLER. HIGH-BAY OCCUPANCY SENSORS SHALL TIE INTO ROOM CONTROLLER. MULTI-BUTTON SWITCHES SHALL CONTROL ZONES SHOWN ON E604. 6 PROVIDE THREE ZONE ROOM CONTROLLER. HIGH-BAY OCCUPANCY SENSORS SHAL TIE INTO ROOM CONTROLLER. MULTI-BUTTON SWITCHES SHALL CONTROL ZONES SHOWN ON E604. 7 PROVIDE MOMENTARY SWITCH TO CONTROL LIGHTING TIED TO OCCUPANCY SENSOR. WIRE TO OCCUPANCY SENSOR OR POWER PACK (DEPENDING ON MANUFACTURER). 8 PROVIDE AND INSTALL ALL NECESSARY FITTINGS, CONNECTORS, MOUNTING HARDWARE, POWER SUPPLIES, CONTROL CABLES, ETC. REQUIRED. E.C. SHALL PROVIDE A MANUFACTURE SUPPLIED SITE SPECIFIC LAYOUT AND PARTS LIST FOR F21 COVE LIGHTING FIXTURE. KEY NOTES:# 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 0 6 A M E110 MAIN LEVEL LIGHTING PLAN Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: SCALE: 1/8" = 1'-0"1 MAIN FLOOR LIGHTING PLAN 16'8'0" NORTH SCALE: NONEAROSTRUM COVE LIGHTING FEATURE Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w E n s u re a ll e x it s ig n s a n d e m e rg e n c y lig h tin g c o m p lie s w ith 1008 a n d 1013 o f th e 2018 IB C . FB2S J J J J J J J J F F F F F F F F FB6S J M M M 1.3 2 3 5 6 7 8 10 11 12 12.3 12.612.7 1 9 4 A.6 A.3 A B C E F G G.3 G.6 D ACAC 48" AC AC 48" ACAC AC AC AC AC AC AC UP TO SCREEN UP TO SCREEN TO SCREEN AC AC AC AC AC AC AC AC 'A' 'B' 'C' 'D' Hallway [171] Bishop [103] Interview [101] Bishop [104] Interview [102] Clerk [106]Waiting [105] Storage [148] Storage [149] Storage [123] Interview [126] Interview [127] Waiting [128] Clerk [124]Stake Pres [125] High Council [129] Vest [130] Custodial [116] Tech [154] Men [158] Women [157] Mothers [159] Vest [191] Clerk [192] Bishop [193] Bishop [189] Waiting [190] Interview [188] Interview [187] Clerk [164] Bishop [165] Bishop [166] Waiting [163] Interview [162] Interview [161] Vest [160] Vest [131] Chapel [146] Cultural Center [147] Cultural Center [150]Chapel [151] Rostrum [152] Hallway [140] Hallway [119] Hallway [155] Room [185] Room [186] Women [167]Men [168] Women [107] Men [108] Family RR [142] Sac Prep [141] Materials Center [143] Rostrum [145] Room [121] Room [120] Room [117] Room [118] Room [169]Room [170] Room [173]Room [172] Room [133]Room [132] Clerk [139] Bishop [138] Bishop [134] Waiting [137] Interview [135] Interview [136] Vest [112] Foyer [111] Fire Riser [176] Bishop [182] Bishop [177] Clerk [181] Interview [178] Waiting [180]Foyer [183] Vest [184] Interview [179] Serving Area [174] Room [156] Electrical [114] Serving Area [115] Table/Chair Storage [113] Room [109] Room [110] Stair [122] Mothers [144] Custodial [175] Sac Prep [153] TO SWITCH 1 2#18 2#18 21/2" C., ONLY 48" TO SWITCH 3 3 AC AC 4 5 1/2" C., ONLY 2 2 1/2 C., ONLY 1 3 3 2#18 2#18 4 AC AC AC AC AC AC 66 6 6 7 8 9 10 11 11 EWC +74" 12 +74" 12 13 CU-4 CU-5 CU-3B CU-3A CU-7CU-2ACU-2BCU-6 CU-1B CU-1A CU-8 CU-9 EH-2 EF-9 CU-1D CU-1C CU-11 CU-10 EF-7 EF-8 EH-6 CU-13 CU-2D CU-2C CU-12CU-15 CU-3D CU-3C CU-14 EF-3 EF-2 EF-6 EF-5 WP WP WP WPWPWP EF-11 EWC 'LC6''LC5' 'LC4' 'LC3''LC2''LC1' B-19 AC AC AC AC C-21 B-4 B-4 B-4 B-4 B-6 B-6 B-6 B-6 B-7 B-2 B-2 A-16 B-9 B-9 B-9 B-11 B-11 B-11 B-11 B-11 B-8 B-8 B-8B-8 B-15 B-15 B-15 B-39,41 B-2 B-2 B-2 B-2 B-7 B-7 B-14 B-14 B-14 B-14 B-16 B-16 B-16 B-16 B-18 B-18 B-18 B-18 B-17 B-17 B-17 D-3 D-2 B-14 C-23 B-9 D-4 D-4 D-4 D-4 D-2 D-2 D-2 D-2 D-7 D-7 D-7 D-7 D-9 D-9 D-9 D-9 D-6 D-6 D-6D-6 D-11 D-11 D-11 D-6 D-11 D-6D-4 D-14 D-18 D-8 D-8 D-8 C-4 C-4 C-4 C-4 C-6 C-6 C-6 C-6 C-7 C-7 C-9 C-9 C-9 C-7 C-9 C-11 C-11 C-8 C-8 C-8 C-8 C-7 C-7 C-9 D-10 C-12 C-17 C-15 C-13 C-13 C-13 C-10 C-10 C-10 C-10C-12C-12 C-19 C-16C-16 C-40,42 C-19 C-19 A-3 C-19 A-8 A-6 A-8 A-8 A-8 A-6 A-6 A-7 A-7 A-7 A-7 A-9 A-9A-9 A-9 A-11 A-11 A-11 A-4 A-4 A-4 A-4 A-4 A-10 A-10 A-10 A-10 A-15 A-15 A-15 A-19 A-19 A-21 A-19 A-21 A-14 A-14 A-14 A-14 A-16 A-16 A-16A-16 A-16 A-17 A-13 A-13 A-13 A-13 A-12 A-12 A-17 A-17 D-14D-14 D-21D-21 D-19 D-19 D-14 C-20C-20 C-20 C-20 C-18C-18C-23C-23 A-20 A-18 A-18 A-20A-20 A-11 A-6 C-19 C-13 C-13 C-8 D-16 D-19 D-18 A-23 C-27 C-29 D-15D-13 D-17 D-12 C-6 A-20 A-18 D-21 D-14 D-19 A-23 B-16 B-14 C-10 C-16 C-25 A-24 A-9 A-11 A-11 B-6 B-9 B-9 B-12 B-12 B-10 B-10 B-13 B-13 B-17 B-17 C-18 D-7 D-11 D-11 D-18 D-8 D-8 C-6 C-11 C-11 C-15 C-15 C-17 C-17 C-14 C-14 C-19 C-25 A-21 A-19 A-19 C-12 A-23 14 C-20 C-18 14 14 14 15 F (SEC 2)-48,50,52 16 F (SEC 2)-51,53,55 16 G-25,27,29 16 17 EH-5 EH-4 EH-1 2#18 EH-3 EH-8 2#18 EH-7 'MSB' 1 SPLIT WIRE SO UPPER HALF OF RECEPTACLE IS CONTROLLED BY LIGHT SWITCH AND LOWER HALF IN UNSWITCHED ON SAME CIRCUIT. 2 STUB CONDUIT INTO DOOR HEAD FRAME FOR INSTALLATION OF ACCESS CONTROL SYSTEM WIRING. RUN CONDUIT TO ACCESSIBLE LOCATION IN UPPER MECHANICAL SPACE AND TERMINATE IN BOX LABELED 'ACCESS CONTROL.' 3 AUTOMATIC DOOR OPERATOR FURNISHED BY OTHERS. COORDINATE CONDUIT AND CONDUCTOR LENGTHS AND ROUTING FOR COMPLETE, CONCEALED INSTALLATION. 4 LOCATE OUTLET SO RANGE WILL SIT TIGHT AGAINST WALL. WIRING TO RANGE TO BE 3#6, #10GR. 5 MOUNT RECEPTACLE BEHIND TV IN A/V BOX. COORDINATE EXACT LOCATION WITH TV MOUNTING BRACKET AND A/V DRAWING. 6 COORDINATE LOCATION OF DEVICES WITH DIVISION 27 PRIOR TO ROUGH-IN. 7 REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING OF DUPLEX RECEPTACLE AND DATA OUTLET ON SIDE OF PULPIT. 8 LOCATE BOX SO DUPLEX RECEPTACLE CAN BE MOUNTED HORIZONTALLY IN HARDWOOD BASE. 9 SEE ARCHITECTURAL DRAWINGS FOR MOUNTING LOCATION OF RECEPTACLE IN PULPIT. 10 COORDINATE WITH ARCHITECTS DRAWING MOUNT RECEPTACLE ON THE VERTICAL WALL OF THE RECESSED ORGAN BOX. KEY NOTES:# 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 1 1 A M E111 MAIN LEVEL POWER PLAN Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: SCALE: 1/8" = 1'-0"1 MAIN FLOOR POWER PLAN 16'8'0" NORTH 11 LOCATED OUTLET WITHIN FOUR FEET OF MOTOR FOR BASKETBALL STANDARD. MAKE RECEPTACLE CONNECTIONS FOR BASKETBALL STANDARD PER MANUFACTURER REQUIREMENTS. 12 CONTROL SWITCH PROVIDED BY BASKETBALL STANDARD MANUFACTURER. 13 LOCATE JUNCTION BOX NEXT TO RECEPTACLE FOR SCOREBOARD. 14 LOCATED RECEPTACLE ADJACENT TO A/V JACKS. 15 SCORE BOARD CONTROL CABLE. CABLE SHALL BE COPPER, INSULATED, TWISTED PAIR, STRANDED,22 GAUGE, SHIELDED, ONE RED CONDUCTOR, ONE BLACK CONDUCTOR, WITH OUTSIDE JACKET. 16 MOTORIZED FOLDING WALL. PROVIDE AND INSTALL 30A DISCONNECT FUSE TO LOAD. PROVIDE AND INSTALL ALL POWER AND CONTROL CONDUIT AND CABLING PER FOLDING WALL MANUFACTURER. COORDINATE ROUGH-IN REQUIREMENTS WITH WALL INSTALLER. MAKE ALL REQUIRED CONNECTIONS. 17 PILOT LIGHT INDICATOR. WIRE SUCH THAT THE LIGHT WILL ILLUMINATE WHEN SNOW MELT IS ON. COORDINATE EXACT LOCATION WITH FM MANAGER PRIOR TO ROUGH IN. LABEL PILOT LIGHT AS "SNOW MELT". Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w J J M F M M M M M M M M M M M M MM MM M M M M F M RC R C R C M RP RP M F 1.3 2 3 5 6 7 8 10 11 12 12.3 12.612.7 1 9 4 A.6 A.3 A B C E F G G.3 G.6 D 'F (SEC 1)' 'G' PROVIDE CONNECTION TO MOTORIZED SCREEN TO SCREEN SWITCH TO SCREEN SWITCH PROVIDE CONNECTION TO MOTORIZED SCREEN F-5 EF-1 F-3B ERV-3A F-3A F-6 F-2B ERV-2A F-2A F-7 F-1B F-8 ERV-1A F-1A F-9 F-10 F-11 F-1CERV-1BF-1DF-2CF-2D F-13 F-3C F-14 F-3D EF-4 F-4 ERV-3B ERV-2B F5 F5 F5 F5 ?F5 F5 F5 ?F5 F5 F5 ?F5 F5 ?F5 F5 F5 ?F5 F5 F5 ?F5 F5 F5 ?F5 F5 F5 F5 F5 F5 F5? F5 ? F5 F5 F5 F5 F5 F5 F5 F (SEC 1)-1 F (SEC 1)-1 F (SEC 1)-1 G-5 G-5 G-5 G-5 F (SEC 1)-3 F (SEC 1)-3 F (SEC 1)-3 F (SEC 1)-3 G-2 G-2 G-2 G-5 G-2F (SEC 1)-3 F (SEC 1)-1 G-4 F (SEC 1)-5 G-1 1 2 3 TO LIGHT BELOW 'LCP' F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 ERV-4 ERV-5 ERV-6 ERV-7 ERV-8 F-15 WH-1c WH-1a RP-1a RP-1c WH-1b WH-1d F-12 EF-10 'F (SEC 2)' SNOW MELT CONTACTOR C-22A-22 F22E F22E F22E F22E F22E F22E F5 F5E F5E F5E F5E F5E F5E F5EF5EF5EF5E 1 PROVIDE 3-ZONE ROOM CONTROLLER CAPABLE OF RECEIVING DAYLIGHT PHOTOCELL, OCCUPANCY, AND MANUAL DIMMER SWITCH INPUTS. ALL ZONES SHALL SHUT OFF AUTOMATICALLY WHEN THERE IS NO OCCUPANCY IN THE ROOM. ZONE 1 SHALL BE CONTROLLED BY MANUAL DIMMER SWITCH. ZONE 2 SHALL BE CONTROLLED BY BOTH DAYLIGHT SENSOR AND MANUAL DIMMER SWITCH. 2 PROVIDE 1-ZONE ROOM CONTROLLER CAPABLE OF RECEIVING OCCUPANCY AND MANUAL DIMMER SWITCH INPUTS. ALL ZONES SHALL SHUT OFF AUTOMATICALLY WHEN THERE IS NO OCCUPANCY IN THE ROOM. 3 PROVIDE FIRE ALARM WIRELESS COMMUNICATOR (DSC 3G4010-CF) AND PROVIDE INTERCONNECT WIRING BACK TO FIRE ALARM PANEL. KEY NOTES:# 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 1 3 A M E112 MECHANICAL MEZZ. ELECTRICAL PLAN Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: SCALE: 1/8" = 1'-0"1 MECHANICAL MEZZ. 16'8'0" NORTH Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 2 4 A M E500 PANEL SCHEDULES Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:54 A TOTAL AMPS:68 A 54 A 58 A TOTAL LOAD:8.1 kVA 6.5 kVA 6.9 kVA 41 PREPARED SPACE -- -- 1 -- 1000 42 39 PREPARED SPACE -- -- 1 -- 1000 2 20 A Elec. Heating (EH-4) 40 37 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 38 35 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 36 33 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 34 31 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 32 29 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 30 27 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 28 25 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 26 23 Receptacle 20 A 1 540 540 1 20 A Receptacle 24 21 Receptacle 20 A 1 540 300 1 20 A Lighting 22 19 Receptacle 20 A 1 900 720 1 20 A Receptacle 20 17 Receptacle 20 A 1 540 540 1 20 A Receptacle 18 15 Receptacle 20 A 1 540 1080 1 20 A Receptacle 16 13 Receptacle 20 A 1 720 720 1 20 A Receptacle 14 11 Receptacle 20 A 1 1080 360 1 20 A Receptacle 12 9 Receptacle 20 A 1 900 720 1 20 A Receptacle 10 7 Receptacle 20 A 1 720 720 1 20 A Receptacle 8 5 Lighting 20 A 1 1241 1080 1 20 A Receptacle 6 3 Lighting 20 A 1 526 900 1 20 A Receptacle 4 1 Lighting 20 A 1 2910 757 1 20 A Lighting 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:125A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: A PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:90 A TOTAL AMPS:90 A 96 A 106 A TOTAL LOAD:10.8 kVA 11.4 kVA 12.6 kVA 41 4000 1500 42 39 Electric Range - 3.5 kW to 8.75 kW 50 A 2 4000 1500 2 20 A Elec. Heating (EH-6) 40 37 1000 1000 38 35 Elec. Heating (EH-7) 20 A 2 1000 1000 2 20 A Elec. Heating (EH-5) 36 33 SPARE -- 20 A 1 0 1000 34 31 SPARE -- 20 A 1 0 1000 2 20 A Elec. Heating (EH-2) 32 29 SPARE -- 20 A 1 0 -- 1 -- -- PREPARED SPACE 30 27 SPARE -- 20 A 1 0 -- 1 -- -- PREPARED SPACE 28 25 SPARE -- 20 A 1 0 -- 1 -- -- PREPARED SPACE 26 23 SPARE -- 20 A 1 0 -- 1 -- -- PREPARED SPACE 24 21 SPARE -- 20 A 1 0 -- 1 -- -- PREPARED SPACE 22 19 ADA Door Opener 20 A 1 2000 500 1 20 A FIRE SPRINKLER AIR... 20 17 Receptacle 20 A 1 900 720 1 20 A Receptacle 18 15 Receptacle 20 A 1 720 900 1 20 A Receptacle 16 13 Receptacle 20 A 1 360 1080 1 20 A Receptacle 14 11 Receptacle 20 A 1 1080 360 1 20 A Receptacle 12 9 Receptacle 20 A 1 1080 360 1 20 A Receptacle 10 7 Receptacle 20 A 1 900 720 1 20 A Receptacle 8 5 Lighting 20 A 1 1120 900 1 20 A Receptacle 6 3 Lighting 20 A 1 1160 720 1 20 A Receptacle 4 1 Lighting 20 A 1 1191 1080 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:150A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: B PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:84 A TOTAL AMPS:75 A 111 A 108 A TOTAL LOAD:9.0 kVA 12.8 kVA 12.5 kVA 41 1000 4000 42 39 Elec. Heating (EH-3) 20 A 2 1000 4000 2 50 A Electric Range - 3.5 kW to 8.75 kW 40 37 1000 0 1 20 A -- SPARE 38 35 Elec. Heating (EH-1) 20 A 2 1000 0 1 20 A -- SPARE 36 33 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 34 31 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 32 29 Receptacle 20 A 1 180 0 1 20 A -- SPARE 30 27 Receptacle 20 A 1 180 0 1 20 A -- SPARE 28 25 Receptacle 20 A 1 780 0 1 20 A -- SPARE 26 23 Receptacle 20 A 1 540 500 1 20 A FACP 24 21 ADA Door Opener 20 A 1 2000 400 1 20 A Lighting 22 19 Receptacle 20 A 1 1080 900 1 20 A Receptacle 20 17 Receptacle 20 A 1 540 1140 1 20 A Receptacle 18 15 Receptacle 20 A 1 540 540 1 20 A Receptacle 16 13 Receptacle 20 A 1 900 360 1 20 A Receptacle 14 11 Receptacle 20 A 1 720 720 1 20 A Receptacle 12 9 Receptacle 20 A 1 900 900 1 20 A Receptacle 10 7 Receptacle 20 A 1 900 900 1 20 A Receptacle 8 5 Lighting 20 A 1 1053 1080 1 20 A Receptacle 6 3 Lighting 20 A 1 1604 720 1 20 A Receptacle 4 1 Lighting 20 A 1 1842 340 1 20 A Lighting 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:125A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: C PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:43 A TOTAL AMPS:52 A 39 A 42 A TOTAL LOAD:6.2 kVA 4.7 kVA 5.0 kVA 41 1000 -- 1 -- -- PREPARED SPACE 42 39 Elec. Heating (EH-8) 20 A 2 1000 -- 1 -- -- PREPARED SPACE 40 37 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 38 35 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 36 33 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 34 31 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 32 29 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 30 27 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 28 25 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 26 23 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 24 21 Receptacle 20 A 1 540 0 1 20 A -- SPARE 22 19 Receptacle 20 A 1 720 0 1 20 A -- SPARE 20 17 Receptacle 20 A 1 360 540 1 20 A Receptacle 18 15 Receptacle 20 A 1 360 500 1 20 A Organ Power 16 13 Receptacle 20 A 1 360 900 1 20 A Receptacle 14 11 Receptacle 20 A 1 1080 180 1 20 A Receptacle 12 9 Receptacle 20 A 1 720 180 1 20 A Receptacle 10 7 Receptacle 20 A 1 900 900 1 20 A Receptacle 8 5 Lighting 20 A 1 776 1080 1 20 A Receptacle 6 3 Lighting 20 A 1 526 900 1 20 A Receptacle 4 1 Lighting 20 A 1 1482 900 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:125 A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: D PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:176 A TOTAL AMPS:205 A 199 A 178 A TOTAL LOAD:24.2 kVA 23.6 kVA 21.4 kVA 41 2250 0 1 20 A -- SPARE 42 39 Water Heater 30 A 2 2250 2250 40 37 2250 2250 2 30 A Water Heater 38 35 Water Heater 30 A 2 2250 1250 36 33 1250 1250 2 30 A Snow Melt 34 31 Snow Melt 30 A 2 1250 1250 32 29 1250 1250 2 30 A Snow Melt 30 27 Snow Melt 30 A 2 1250 1250 28 25 1250 1250 2 30 A Snow Melt 26 23 Snow Melt 30 A 2 1250 1176 1 20 A F-2C 24 21 F-12 30 A 1 1920 1920 1 25 A ERV-2B 22 19 F-3A 20 A 1 1176 1176 1 20 A F-6 20 17 ERV-4 25 A 1 1920 1949 1 25 A ERV-3A 18 15 F-5 20 A 1 1176 1176 1 20 A F-3B 16 13 F-4 30 A 1 1920 90 1 20 A EF-1 14 11 F-14 20 A 1 1176 1176 1 20 A F-2D 12 9 ERV-3B 25 A 1 1920 864 1 20 A F-13 10 7 ERV-8 25 A 1 1920 1176 1 20 A F-3C 8 5 Projector Screen 20 A 1 500 1176 1 20 A Motor 6 3 Receptacle 20 A 1 900 90 1 20 A EF-4 4 1 Receptacle 20 A 1 770 1176 1 20 A F-15 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:400A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: F (SEC 1) PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:102 A TOTAL AMPS:99 A 100 A 101 A TOTAL LOAD:11.9 kVA 12.0 kVA 12.1 kVA 41 PREPARED SPACE -- -- 1 -- 2250 42 39 PREPARED SPACE -- -- 1 -- 2250 2 30 A Water Heater 40 37 PREPARED SPACE -- -- 1 -- 0 1 20 A -- SPARE 38 35 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 36 33 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 34 31 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 32 29 793 0 1 20 A -- SPARE 30 27 793 0 1 20 A -- SPARE 28 25 Folding Partition Wall 20 A 3 793 0 1 20 A -- SPARE 26 23 F-1C 20 A 1 1176 1152 1 20 A Site Lighting 24 21 ERV-7 25 A 1 1920 1176 1 20 A F-1D 22 19 F-11 20 A 1 1176 1920 1 25 A ERV-1B 20 17 F-1A 20 A 1 1176 1176 1 20 A F-10 18 15 ERV-6 25 A 1 1920 90 1 20 A ER-10 16 13 ERV-1A 25 A 1 1920 1176 1 20 A F-9 14 11 F-2A 20 A 1 1176 1176 1 20 A F-1B 12 9 ERV-2A 25 A 1 1920 864 1 20 A F-8 10 7 ERV-5 25 A 1 1920 864 1 20 A F-7 8 5 Receptacle 20 A 1 900 1176 1 20 A F-2B 6 3 Lighting 20 A 1 530 500 1 20 A Power 4 1 Lighting 20 A 1 1380 770 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:150A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: G PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:36 A TOTAL AMPS:46 A 36 A 24 A TOTAL LOAD:5.3 kVA 4.1 kVA 2.8 kVA 83 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 84 81 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 82 79 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 80 77 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 78 75 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 76 73 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 74 71 SPARE -- 20 A 1 0 -- 1 -- -- PREPARED SPACE 72 69 SPARE -- 20 A 1 0 -- 1 -- -- PREPARED SPACE 70 67 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 68 65 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 66 63 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 64 61 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 62 59 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 60 57 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 58 55 793 0 1 20 A -- SPARE 56 53 793 0 1 20 A -- SPARE 54 51 Folding Partition Wall 20 A 3 793 793 52 49 1250 793 50 47 Snow Melt 30 A 2 1250 793 3 20 A Folding Partition Wall 48 45 1250 1250 46 43 Snow Melt 30 A 2 1250 1250 2 20 A Snow Melt 44 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:400A FED FROM:F (SEC 1)PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:10,000 PROJECT: PANEL: F (SEC 2) PAYNE ENGINEERING B. ALL RELAY'S PROGRAMMED FOR TIMECLOCK CONTROLS, ON/OFF TIMES SHALL BE COORDINATED WITH THE OWNER. A.PROGRAMMING AND COMMISSIONING OF THE LIGHTING CONTROL PANEL AND ASSOCIATED DEVICES (SWITCHES, OCC. SENSORS, PHOTOCELLS, ETC.) SHALL BE DONE BY FACTORY CERTIFIED PERSONNEL. E.C. IS RESPONSIBLE FOR COORDINATION OF THE COMMISSIONING/PROGRAMMING AND SHALL INCLUDE ALL REQUIRED COSTS IN THE BASE BID. GENERAL LIGHTING CONTROL NOTES: LVS = LOW VOLTAGE SWITCH PER... D = 0-10V DIMMING CONTROL FROM PANEL TC = TIMECLOCK PC = PHOTOCELL CONTROL CONTROL LEGEND: 12 11 10 9 8 7 6 5 4 3 2 1 G-24 SITE / PARKING LOT LIGHTING TC 1 1 G-3 EXTERIOR BUILDING LIGHTING PC/TC RELAY # POLES CIRCUIT CIRCUIT DESCRIPTION CONTROL COMMENTS Notes: Enclosure: Mounting:SURFACE Description:SURFACE MOUNTED, DIGITAL RELAY PANEL, W/ASTRONOMICAL TIMECLOCK & FIELD CONFIGURABLE RELAYS Rexburg ID Custom 10 Ward Meetinghouse... Supply From: Model #:ARP INTENC** NLT/**FCR/MVOLT/HLK/SM/DTC PROJECT: Location: Manufacturer:ACUITY BRANDS LIGHTING CONTROL... LCP S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: Elec. Heating 35000 VA 100.00% 35000 VA Power 30500 VA 66.39% 20250 VA Receptacle 55560 VA 59.00% 32780 VA Other 500 VA 100.00% 500 VA TOTAL EST. DEMAND AMPS:785 A Motor 37134 VA 101.60% 37729 VA TOTAL CONN. AMPS.:890 A Lighting 19176 VA 100.00% 19176 VA TOTAL EST. DEMAND:282644 VA HVAC 126963 VA 100.00% 126963 VA TOTAL CONN. LOAD:320678 VA Electric Range - 3.5 kW to 8.75 kW 16000 VA 65.00% 10400 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR EST. DEMAND PANEL TOTALS PANEL LOAD SUMMARY TOTAL AMPS:1037 A 821 A 815 A TOTAL LOAD:124.4 kVA 98.5 kVA 97.8 kVA 41 1000 0 42 39 1040 0 40 37 PANEL SB 100 A 3 1220 0 3 125 A -- SPARE 38 35 4143 4643 36 33 5200 4143 34 31 PANEL LC5 125 A 3 9343 8786 3 125 A PANEL LC6 32 29 4426 4426 30 27 4426 4143 28 25 PANEL LC3 125 A 3 8852 8570 3 125 A PANEL LC4 26 23 4643 4143 24 21 4143 4426 22 19 PANEL LC1 125 A 3 8786 8570 3 125 A PANEL LC2 20 17 21408 12098 18 15 23551 11963 16 13 PANEL F 400 A 3 24239 11919 3 150 A PANEL G 14 11 12457 4991 12 9 12774 4725 10 7 PANEL C 125 A 3 9000 6153 3 125 A PANEL D 8 5 6895 12567 6 3 6505 11440 4 1 PANEL A 125 A 3 8136 10818 3 150 A PANEL B 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG/ MODEL:SQ. D/I-LINE DIMENSIONS:44"W x 11.5"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:800 A FED FROM:RACK MOUNTED...PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION:Electrical 114 VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANEL...PROJECT: PANEL: MSB PAYNE ENGINEERING Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 2 6 A M E501 SCHEDULES Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s MECH. - CONDENSING UNIT SCHEDULE EQUIP. ID VOLTS / PH. MCA MOCP CIRCUIT FEEDER NOTES CU-1A 208 V / 1 PH. 28 A 50 A LC1 - 1,3 3/4" C., 3#6 + 1#10G 3,4,6 CU-1B 208 V / 1 PH. 28 A 50 A LC1 - 5,7 3/4" C., 3#6 + 1#10G 3,4,6 CU-1C 208 V / 1 PH. 28 A 50 A LC6 - 1,3 3/4" C., 3#6 + 1#10G 3,4,6 CU-1D 208 V / 1 PH. 28 A 50 A LC6 - 5,7 3/4" C., 3#6 + 1#10G 3,4,6 CU-2A 208 V / 1 PH. 28 A 50 A LC2 - 1,3 3/4" C., 3#6 + 1#10G 3,4,6 CU-2B 208 V / 1 PH. 28 A 50 A LC2 - 5,7 3/4" C., 3#6 + 1#10G 3,4,6 CU-2C 208 V / 1 PH. 28 A 50 A LC5 - 1,3 3/4" C., 3#6 + 1#10G 3,4,6 CU-2D 208 V / 1 PH. 28 A 50 A LC5 - 5,7 3/4" C., 3#6 + 1#10G 3,4,6 CU-3A 208 V / 1 PH. 28 A 50 A LC3 - 1,3 3/4" C., 3#6 + 1#10G 3,4,6 CU-3B 208 V / 1 PH. 28 A 50 A LC3 - 5,7 3/4" C., 3#6 + 1#10G 3,4,6 CU-3C 208 V / 1 PH. 28 A 50 A LC4 - 1,3 3/4" C., 3#6 + 1#10G 3,4,6 CU-3D 208 V / 1 PH. 28 A 50 A LC4 - 5,7 3/4" C., 3#6 + 1#10G 3,4,6 CU-4 208 V / 1 PH. 25 A 40 A LC3 - 6,8 3/4" C., 3#8 + 1#10G 3,4,6 CU-5 208 V / 1 PH. 25 A 40 A LC3 - 2,4 3/4" C., 3#8 + 1#10G 3,4,6 CU-6 208 V / 1 PH. 25 A 40 A LC2 - 2,4 3/4" C., 3#8 + 1#10G 3,4,6 CU-7 208 V / 1 PH. 22 A 35 A LC2 - 6,8 3/4" C., 3#8 + 1#10G 3,4,6 CU-8 208 V / 1 PH. 22 A 35 A LC1 - 2,4 3/4" C., 3#8 + 1#10G 3,4,6 CU-9 208 V / 1 PH. 28 A 50 A LC1 - 6,8 3/4" C., 3#6 + 1#10G 3,4,6 CU-10 208 V / 1 PH. 22 A 35 A LC6 - 2,4 3/4" C., 3#8 + 1#10G 3,4,6 CU-11 208 V / 1 PH. 28 A 50 A LC6 - 6,8 3/4" C., 3#6 + 1#10G 3,4,6 CU-12 208 V / 1 PH. 35 A 60 A LC5 - 2,4 3/4" C., 3#6 + 1#10G 3,4,6 CU-13 208 V / 1 PH. 22 A 35 A LC5 - 6,8 3/4" C., 3#8 + 1#10G 3,4,6 CU-14 208 V / 1 PH. 22 A 35 A LC4 - 2,4 3/4" C., 3#8 + 1#10G 3,4,6 CU-15 208 V / 1 PH. 25 A 40 A LC4 - 6,8 3/4" C., 3#8 + 1#10G 3,4,6 MECH. - ELECTRIC HEATER SCHEDULE EQUIP. ID VOLTS / PH. WATTS FLA CIRCUIT FEEDER NOTES EH-1 208 V / 1 PH. 2000 W 10 A C - 35,37 1/2"C., 2#12 + 1#12G EH-2 208 V / 1 PH. 2000 W 10 A B - 32,34 1/2"C., 2#12 + 1#12G EH-3 208 V / 1 PH. 2000 W 10 A C - 39,41 1/2"C., 2#12 + 1#12G EH-4 208 V / 1 PH. 2000 W 10 A A - 40,42 1/2"C., 2#12 + 1#12G EH-5 208 V / 1 PH. 2000 W 10 A B - 36,38 1/2"C., 2#12 + 1#12G EH-6 208 V / 1 PH. 3000 W 14 A B - 40,42 1/2"C., 2#12 + 1#12G EH-7 208 V / 1 PH. 2000 W 10 A B - 35,37 1/2"C., 2#12 + 1#12G EH-8 208 V / 1 PH. 2000 W 10 A D - 39,41 1/2"C., 2#12 + 1#12G MECH. - EXHAUST FAN SCHEDULE EQUIP. ID VOLTS / PH. HP WATTS CIRCUIT FEEDER CONTROL NOTES EF-1 120 V / 1 PH. N/A 90 W F (SEC 1) - 14 1/2"C.,2#12 + 1#12G W/LIGHTS 1 EF-2 120 V / 1 PH. N/A 87 W A - 5 1/2"C.,2#12 + 1#12G W/LIGHTS 1 EF-3 120 V / 1 PH. N/A 87 W A - 5 1/2"C.,2#12 + 1#12G W/LIGHTS 1 EF-4 120 V / 1 PH. N/A 90 W F (SEC 1) - 4 1/2"C.,2#12 + 1#12G W/LIGHTS 1 EF-5 120 V / 1 PH. N/A 127 W C - 1 1/2"C.,2#12 + 1#12G W/LIGHTS 1 EF-6 120 V / 1 PH. N/A 87 W C - 1 1/2"C.,2#12 + 1#12G W/LIGHTS 1 EF-7 120 V / 1 PH. N/A 87 W B - 5 1/2"C.,2#12 + 1#12G W/LIGHTS 1 EF-8 120 V / 1 PH. N/A 127 W B - 5 1/2"C.,2#12 + 1#12G W/LIGHTS 1 EF-9 120 V / 1 PH. N/A 87 W C - 3 1/2"C.,2#12 + 1#12G W/LIGHTS 1 EF-10 120 V / 1 PH. N/A 90 W G - 16 1/2"C.,2#12 + 1#12G W/LIGHTS 1 EF-11 120 V / 1 PH. N/A 166 W C - 5 1/2"C.,2#12 + 1#12G MECH. - FURNACE SCHEDULE EQUIP. ID VOLTS / PH. HP CIRCUIT FEEDER DISCONNECT NOTES F-1A 120 V / 1 PH. 1/2 G - 17 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-1B 120 V / 1 PH. 1/2 G - 12 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-1C 120 V / 1 PH. 1/2 G - 23 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-1D 120 V / 1 PH. 1/2 G - 22 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-2A 120 V / 1 PH. 1/2 G - 11 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-2B 120 V / 1 PH. 1/2 G - 6 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-2C 120 V / 1 PH. 1/2 F (SEC 1) - 24 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-2D 120 V / 1 PH. 1/2 F (SEC 1) - 12 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-3A 120 V / 1 PH. 1/2 F (SEC 1) - 19 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-3B 120 V / 1 PH. 1/2 F (SEC 1) - 16 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-3C 120 V / 1 PH. 1/2 F (SEC 1) - 8 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-3D 120 V / 1 PH. 1/2 F (SEC 1) - 6 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-4 120 V / 1 PH. 1 F (SEC 1) - 13 3/4"C.,2#10 +1#10G THERMAL-OVERLOAD SWITCH 2,4 F-5 120 V / 1 PH. 1/2 F (SEC 1) - 15 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-6 120 V / 1 PH. 1/2 F (SEC 1) - 20 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-7 120 V / 1 PH. 1/3 G - 8 3/4"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH 2,4 F-8 120 V / 1 PH. 1/3 G - 10 3/4"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH 2,4 F-9 120 V / 1 PH. 1/2 G - 14 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-10 120 V / 1 PH. 1/2 G - 18 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-11 120 V / 1 PH. 1/2 G - 19 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-12 120 V / 1 PH. 1 F (SEC 1) - 21 3/4"C.,2#10 +1#10G THERMAL-OVERLOAD SWITCH 2,4 F-13 120 V / 1 PH. 1/3 F (SEC 1) - 10 3/4"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH 2,4 F-14 120 V / 1 PH. 1/2 F (SEC 1) - 11 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH F-15 120 V / 1 PH. 1/2 F (SEC 1) - 2 1/2"C.,2#12 +1#12G THERMAL-OVERLOAD SWITCH MECH. - WATER HEATER SCHEDULE EQUIP. ID VOLTS / PH. WATTS FLA CIRCUIT FEEDER NOTES RP-1a 120 V / 1 PH. 50 W 0 A F (SEC 1) - 1 1/2"C., 2#12 + 1#12G RP-1c 120 V / 1 PH. 50 W 0 A G - 2 1/2"C., 2#12 + 1#12G WH-1a 208 V / 1 PH. 4500 W 22 A F (SEC 1) - 38,40 3/4"C.,2#10 + 1#10G 3 WH-1b 208 V / 1 PH. 4500 W 22 A F (SEC 1) - 35,37 3/4"C.,2#10 + 1#10G 3 WH-1c 208 V / 1 PH. 4500 W 22 A G - 40,42 3/4"C.,2#10 + 1#10G 3 WH-1d 208 V / 1 PH. 4500 W 22 A F (SEC 1) - 39,41 3/4"C.,2#10 + 1#10G 3 MECHANICAL -ENERGY RECOVERY VENTILATOR SCHEDULE EQUIP. ID VOLTS/PH. FLA MCA MOCP CIRCUIT FEEDER NOTES ERV-1A 120 V/1 16 A 20 A 25 A G-13 3/4" C., 3#10 +1#10GND ERV-1B 120 V/1 16 A 20 A 25 A G-20 3/4" C., 3#10 +1#10GND ERV-2A 120 V/1 16 A 20 A 25 A G-9 3/4" C., 3#10 +1#10GND ERV-2B 120 V/1 16 A 20 A 25 A F (SEC 1)-22 3/4" C., 3#10 +1#10GND ERV-3A 120 V/1 16 A 20 A 25 A F (SEC 1)-18 3/4" C., 3#10 +1#10GND ERV-3B 120 V/1 16 A 20 A 25 A F (SEC 1)-9 3/4" C., 3#10 +1#10GND ERV-4 120 V/1 16 A 20 A 25 A F (SEC 1)-17 3/4" C., 3#10 +1#10GND ERV-5 120 V/1 16 A 20 A 25 A G-7 3/4" C., 3#10 +1#10GND ERV-6 120 V/1 16 A 20 A 25 A G-15 3/4" C., 3#10 +1#10GND ERV-7 120 V/1 16 A 20 A 25 A G-21 3/4" C., 3#10 +1#10GND ERV-8 120 V/1 16 A 20 A 25 A F (SEC 1)-7 3/4" C., 3#10 +1#10GND 1. CIRCUIT AND CONTROL EXHAUST FAN WITH ROOM LIGHTING CIRCUIT. 2. E.C. SHALL PROVIDE LOCAL DISCONNECT RATED, THERMAL-OVERLOAD SWITCH FOR EQUIPMENT; SWITCH RATING SHALL NOT BE LESS THEN CIRCUIT BREAKER SUPPLYING EQUIPMENT. 3. E.C. SHALL PROVIDE LOCAL DISCONNECT SWITCH FOR EQUIPMENT; SIZE AND TYPE AS INDICATED IN SCHEDULE. IF FUSED DISCONNECT IS SPECIFIED FOR EQUIPMENT, FUSE PER EQUIPMENT NAMEPLATE RATING. 4. EQUIPMENT IS FACTORY SUPPLYED WITH DISCONNECT AND CONVIENENCE OUTLET; E.C. SHALL PROVIDE ALL NECESSARY CONNECTIONS. 5. INDOOR UNIT IS POWERED FROM OUTDOOR UNIT; COORDINATE EXACT NUMBER OF CONDUCTORS BETWEEN UNITS WITH M.C. PRIOR TO ROUGH-IN. 6. PROVIDE 1/2" CONDUIT AND CONDUCTORS BETWEEN FURNACE AND CORRESPONDING OUTDOOR CONDENSING UNIT. COORDINATE SIZE AND NUMBER OF CONDUCTORS WITH M.C. PRIOR TO ROUGH-IN. PROVIDE CONNECTION BETWEEN FURNACE AND ASSOCIATED OUTSIDE AIR MOTORIZED DAMPER, COORDINATE WITH M.C. 7. E.C. SHALL PROVIDE COMBINATION STARTER/DISCONNECT SWITCH FOR EQUIPMENT; SIZE AND TYPE AS INDICATED IN SCHEDULE. PROVIDE WITH CONTROL XFMR (2) SETS OF NO/NC CONTACTS, CONTROLS WITH M.C. PRIOR TO ROUGH-IN. FUSE DISCONNECT PER EQUIPMENT NAMEPLATE RATING. MECHANICAL SCHEDULE NOTES: ELECTRICAL FLOORBOX SCHEDULE ID DESCRIPTION MFGR. FLOORBOX p/n COVERPLATE p/n POWER DEVICES DATA DEVICES NOTES FB2S 2-GANG, MULTI-SERVICE CONCRETE FLOORBOX, W/SURFACE STYLE RECTANGULAR COVER, 3" MIN. POUR HUBBELL CFB2G30CR 24GCCVRXXX (1) DUPLEX RECPT. SEE TECH DRAWINGS 1,2,3 FB6S 6-GANG, MULTI-SERVICE CONCRETE FLOORBOX, W/SURFACE STYLE RECTANGULAR COVER, 3" MIN. POUR HUBBELL CFB6G30CR 610GCCVRXXX (2) DUPLEX RECPT. SEE TECH DRAWINGS 1,2,3 1. PROVIDE REQUIRED SUB-PLATES FOR INSTALLATION OF POWER, DATA AND AV DEVICES. 2. E.C. SHALL FIELD LOCATE EXACT PLACEMENT OF FLOORBOX WITH ARCHITECT/OWNER PRIOR TO INSTALLATION. 3. PROVIDE CONDUIT (SIZE AS INDICATED ON DRAWINGS) TO ACCESSIBLE CEILING SPACE FOR ROUTING OF DATA AND/OR LOW VOLTAGE CABLING. FLOORBOX SCHEDULE NOTES: S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:49 A TOTAL AMPS:74 A 35 A 39 A TOTAL LOAD:8.8 kVA 4.1 kVA 4.6 kVA 13 0 -- 1 -- -- PREPARED SPACE 14 11 0 -- 1 -- -- PREPARED SPACE 12 9 SPARE -- 40 A 3 0 -- 1 -- -- PREPARED SPACE 10 7 2321 2321 8 5 CU-1B 50 A 2 2321 2321 2 50 A CU-9 6 3 2321 1822 4 1 CU-1A 50 A 2 2321 1822 2 35 A CU-8 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE:NEMA 3R BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:125 A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: LC1 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:48 A TOTAL AMPS:72 A 37 A 35 A TOTAL LOAD:8.6 kVA 4.4 kVA 4.1 kVA 13 0 -- 1 -- -- PREPARED SPACE 14 11 0 -- 1 -- -- PREPARED SPACE 12 9 SPARE -- 40 A 3 0 -- 1 -- -- PREPARED SPACE 10 7 2321 1822 8 5 CU-2B 50 A 2 2321 1822 2 35 A CU-7 6 3 2321 2105 4 1 CU-2A 50 A 2 2321 2105 2 40 A CU-6 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE:NEMA 3R BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:125 A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: LC2 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:49 A TOTAL AMPS:74 A 37 A 37 A TOTAL LOAD:8.9 kVA 4.4 kVA 4.4 kVA 13 0 -- 1 -- -- PREPARED SPACE 14 11 0 -- 1 -- -- PREPARED SPACE 12 9 SPARE -- 40 A 3 0 -- 1 -- -- PREPARED SPACE 10 7 2321 2105 8 5 CU-3B 50 A 2 2321 2105 2 40 A CU-4 6 3 2321 2105 4 1 CU-3A 50 A 2 2321 2105 2 40 A CU-5 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE:NEMA 3R BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:125 A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: LC3 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:48 A TOTAL AMPS:72 A 35 A 37 A TOTAL LOAD:8.6 kVA 4.1 kVA 4.4 kVA 13 0 -- 1 -- -- PREPARED SPACE 14 11 0 -- 1 -- -- PREPARED SPACE 12 9 SPARE -- 40 A 3 0 -- 1 -- -- PREPARED SPACE 10 7 2321 2105 8 5 CU-3D 50 A 2 2321 2105 2 40 A CU-15 6 3 2321 1822 4 1 CU-3C 50 A 2 2321 1822 2 35 A CU-14 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE:NEMA 3R BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:125 A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: LC4 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:52 A TOTAL AMPS:79 A 45 A 35 A TOTAL LOAD:9.3 kVA 5.2 kVA 4.1 kVA 13 0 -- 1 -- -- PREPARED SPACE 14 11 0 -- 1 -- -- PREPARED SPACE 12 9 SPARE -- 40 A 3 0 -- 1 -- -- PREPARED SPACE 10 7 2321 1822 8 5 CU-2D 50 A 2 2321 1822 2 35 A CU-13 6 3 2321 2879 4 1 CU-2C 50 A 2 2321 2879 2 60 A CU-12 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE:NEMA 3R BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:125 A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: LC5 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:49 A TOTAL AMPS:74 A 35 A 39 A TOTAL LOAD:8.8 kVA 4.1 kVA 4.6 kVA 13 0 -- 1 -- -- PREPARED SPACE 14 11 0 -- 1 -- -- PREPARED SPACE 12 9 SPARE -- 40 A 3 0 -- 1 -- -- PREPARED SPACE 10 7 2321 2321 8 5 CU-1D 50 A 2 2321 2321 2 50 A CU-11 6 3 2321 1822 4 1 CU-1C 50 A 2 2321 1822 2 40 A CU-10 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE:NEMA 3R BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:125 A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: LC6 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:9 A TOTAL AMPS:10 A 9 A 8 A TOTAL LOAD:1.2 kVA 1.0 kVA 1.0 kVA 13 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 14 11 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 12 9 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 10 7 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 8 5 Pavilion 20 A 1 500 500 1 20 A Pavilion 6 3 Receptacle 20 A 1 540 500 1 20 A Pavilion 4 1 Lighting 20 A 1 720 500 1 20 A Pavilion 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:SEE RISER ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:100A FED FROM:MSB PHASES:3 PANEL TYPE:MLO Rexburg ID Custom 10 Ward... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:SEE PANE...PROJECT: PANEL: SB PAYNE ENGINEERING Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w GYM LIGHTING PULPIT COVE PENDANT REAR LABEL SWITCH AS SHOWN USING 1/8" HIGH LETTERS AND BLACK FILL COLOR PENDANT FRONT ROSTRUM COVE DOWN LIGHTS SEISMIC MOUNTING TABS NO. 12 JACK CHAIN W/ 'S' HOOKS, TYPICAL FOR SEISMIC CODE CEILING SURFACE MOUNTED LIGHT FIXTURE J-BOX SECURE LOOP IN PLACE WITH WOOD SCREWS LIQUID-TIGHT FLEX-3'-0" MAX. 1'-6" MIN. LENGTHWALL CONCRETE SLAB COMPRESSOR UNIT CONTROL CONDUIT CONDUIT MAY EITHER BE RUN WITH REFRIGERANT LINES ON PIPE SUPPORTS OR UNDER SLAB (NOT DIRECTLY ON SLAB) CONTROL CONDUIT BUILDING LOAD CENTER CLEARANCE 3'-0" MINIMUM WORKING 36 " M A X NOT TO SCALECCULTURAL CENTER LIGHT SWITCH COVER PLATE DETAIL1 NOT TO SCALEBCHAPEL LIGHT SWITCH COVER PLATE DETAIL1 NOT TO SCALEALIGHT FIXTURE SEISMIC BRACING1 NOT TO SCALEDCOMPRESSOR UNIT CONDUIT DETAIL 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 1 4 A M E602 ELECTRICAL DETAILS Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 140 140 155 HALLWAY HALLWAY PAD MOUNT TRANSFORMER-LOCATE PER POWER CO. MAIN PANEL "MSB" 3P SP A C E LOAD CENTER "LC1" LOAD CENTER "LC2" CU CU CU CU CU CU 762B2A98 OUTSIDE OUTSIDE * GROUND REQUIRED REGARDLESS OF CONDUIT TYPE OUTSIDE CU 2C PANEL "A" LOAD CENTER "LC5" CUCU 12 13 CU 2D CU CU CU 101D1C OUTSIDE LOAD CENTER "LC6" GROUND 2/0 BC CONCRETE EMBEDDED ELECTRODE TO LIGHTNING PROTECTION SYSTEM 2/0 BC MAIN WATER SERVICE UNDERGROUND PARALLEL SERVICE 3 PHASE, 4 WIRE, 120/208 VOLTS SEE DISTRIBUTION WIRING SCHEDULE 3P 125A 3P 800A MAIN BREAKER 3P 125A 125A 3P 125A 3P PANEL "B" PANEL "C" 125A 3P 125A 3P 3P SP A C E #8 CU TO SATELLITE SUPPORT PIPE IF PRESENT ON PROJECT SE E D I S T R I B U T I O N WI R I N G S C H E D U L E SE E D I S T R I B U T I O N WI R I N G S C H E D U L E SE E D I S T R I B U T I O N WI R I N G S C H E D U L E SE E D I S T R I B U T I O N WI R I N G S C H E D U L E SE E D I S T R I B U T I O N WI R I N G S C H E D U L E SE E D I S T R I B U T I O N W I R I N G S C H E D U L E SE E D I S T R I B U T I O N W I R I N G S C H E D U L E 155 3P 125A PANEL "D" SE E D I S T R I B U T I O N WI R I N G S C H E D U L E #8 CU TO AV RACK 30A 3P 120KA SPD *5,185A *38,278A *9,852A*4,637A *2,584A *2,930A 17,910A EQUIP. PLATFORM 3P 125A PANEL "F" (SEC 1) SE E D I S T R I B U T I O N WI R I N G S C H E D U L E CT ENCLOSURE (120/208V, 3P, 4W) PER POWER CO. REQ. CU CU 1B1A 150A M EQUIP. PLATFORM 150A PANEL "F" (SEC 2) HALLWAY HALLWAY OUTSIDE CU 3C LOAD CENTER "LC4" CUCU 14 15 CU 3D 3P SE E D I S T R I B U T I O N W I R I N G S C H E D U L E *3,258A 125A LOAD CENTER "LC3" CU CU CU CU 543B3A OUTSIDE 3P 125A SE E D I S T R I B U T I O N WI R I N G S C H E D U L E *6,306A STORAGE BUILDING 3P PANEL "SB" SE E D I S T R I B U T I O N W I R I N G S C H E D U L E EQUIP. PLATFORM PANEL "G" SE E D I S T R I B U T I O N WI R I N G S C H E D U L E C/T CU 13 400A 3P 3P 100A FAULT CURRENT CALULATIONS WERE BASEED ON INFINITE BUS WITH AND ESTIMATED 500KVA TRANSFORMER WITH A 3.63% Z *5,108A *4,193A *3,519A *9,285A *4,563A *2,033A 1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS. 2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR CONTINUOUS ROW MOUNTING. 3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.) 4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT. 5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES. 6. PROVIDE AND INSTALL 120V FACTORY APPROVED DIMMER SWITCH FOR TRACK: ACUITY P/N: SYNERGY ISD 400 ELV 120. 7. PROVIDE ALL COMPONENTS FOR COMPLETE INSTALLATION, INCLUDING BUT NOT LIMITED TO: END FEEDS, CONNECTORS AND ETC. 8. E.C. SHALL PROVIDE (20) PAR38 LED LAMPS: (8) WHITE, (4) RED, (4) BLUE, AND (4) AMBER. 9. CURRENT LIMITING DEVICES SHALL LIMIT CURRENT TO 3A FOR A 4FT TRACK AND 5A FOR AN 8FT TRACK. 10. E.C. SHALL ADJUST LIGHTING AT NIGHT TO SATISFACTION OF ARCHITECT. LIGHT FIXTURE SCHEDULE NOTES: • LIGHTING FIXTURES INDICATED IN SCHEDULE ARE BASIS OF DESIGN, ALTERNATE MANUFACTURERS SHALL BE PRE-APPROVED BY ADDENDUM. ALTERNATE MANUFACTURERS SHALL SUBMIT PER-APPROVALS TO ENGINEER A MINIMUM OF 10 DAYS PRIOR TO PROJECT BID DATE. • THE SUFFIX "E" DENOTES A FIXTURE SUPPLIED WITH AN EMERGENCY BATTERY DRIVE (SEE SPECS) CONTROL FIXTURE WITH SURROUNDING FIXTURES UNDER NORMAL CONDITIONS TO TRANSFER TO BATTERY UPON POWER FAILURE. GENERAL LIGHTING SCHEDULE NOTES: 1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES. 2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS. 3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND POWER/RELAY PACKS. 4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES. 5. PROVIDE 0-10V DIMMING CONDUCTORS (GRAY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL. 6. PROGRAM ON/OFF TIMES OF RELAY'S AS DIRECTED BY OWNER. PROVIDE COMMISSIONING AS INDICATED IN GENERAL NOTES BELOW. 7. CUSTOM WALL STATION ENGRAVINGS IS REQUIRED FOR WALL STATION(S) AND SHALL BE SPECIFIED/COORDINATED WITH OWNER AFTER PROGRAMING OF SYSTEM. CONTROL & OCCUPANCY SENSOR SCHEDULE NOTES: • E.C. SHALL BE RESPONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET- POINTS SHALL BE COORDINATED WITH THE OWNER FOR EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED PERSON. • LIGHTING IS SPACES WITH WIRELESS CONTROLS SHALL BE FIELD TUNED TO FOOTCANDLE LEVELS THAT ARE SATISFACTORY TO THE OWNER DURING PROGRAMMING AND COMMISSIONING OF THE WIRELESS CONTROL SYSTEM. GENERAL LIGHTING CONTROL NOTES: LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLTS LUMENS COLOR TEMP.(K) MFGR. CATALOG # NOTES F1 1X4 RECESSED FIXTURE RECESSED 120-277 3500 LITHONIA CPANL-1X4-35K F2 0.14 THICK ACRI-TUF LENS. 2X4 SURFACE MOUONTED LOW PROFILE TROFFER WITH STEEL HOUSING SURFACE 120-277 4000 3500 LITHONIA LJT24-35VLSM-FSAT12-140-EDU F3 2' WALL MOUNTED VANITY FIXTURE WITH ACRYLIC DIFFUSER. MOUNT AT CEILING AT CEILING 120-277 2000 3500K LITHONIA BLWP2-20L-ADP-GZ10-LP835 F4 4' WALL MOUNTED VANITY FIXTURE WITH ACRYLIC DIFFUSER. MOUNT AT CEILING AT CEILING 120-277 4000 3500 LITHONIA BLWP4-40L-ADP-GZ10-LP835 F5 4' SINGLE LAMP STRIP LIGHT. SURFACE OR CHAIN SUSPENDED WITH WIRE GUARD SURFACE/ SUSPENDED 120-277 3500 LITHONIA CSS L48 ALO3 MVOLT SWW3 80CRI F6 COVE STRIP 4' FIXTURE 5000 LM SURFACE 120 5000 3500 LITHONIA ZL1N L48-5000LM-FST-MVOLT-35K-80CRI-WH F7 COVE STRIP 4' FIXTURE 3000LM SURFACE 120 3000 3500K LITHONIA ZL1N L48-3000LM-FST-MVOLT-35K-80CRI-WH F8 FLEXIBLE LED COVE LIGHTING SURFACE 120 3500 TIVOLI CVLID-30-PWR2-120/CVLID-30-LE6-120 F9 2X4 RECESSED FIXTURE WITH CENTER ACRYLIC LENS RECESSED 120-277 4000 3500K LITHONIA BLC-2X4-4000LM-35K-ADSM-DGA24 F10 6" APERTURE RECESSED DOWN LIGHT WITH LED RETROFIT KIT AND SHALLOW HOUSING. WHITE TRIM AND LENSE. 1-1/4" CEILING FLANGE RECESSED 120-277 1500 3500K LITHONIA WF6-LED-27K30K35K-MVOLT-90CRI-MW F11 8" APERTURE DOWNLIGHT WITH WHITE TRIM. DAMP LOCATION RATED. RECESSED 120-277 3000 4000K SPECTRUM RDF08LEDXT-30L-40K-MD-EX-BH27-RD8FXT-S G F11b 6" APERTURE DOWNLIGHT WITH WHITE TRIM. DAMP LOCATION RATED RECESSED 120-277 2000 3500K HALO HC6-20-D010-HM6-12-8-35-61-MD-H F12 30" DIAMETER DOUBLE SEALED BOWL FIXTURE WITH MACHINED ALUMINUM TRIM RING. WITH FULLY SEALED DOUBLE BOWL BOTTOM OF FIXTURES ELEV.=113'-0" 50% UPLIGHT, 50% DOWNLIGHT SUSPENDED 120 14000 3500K SPECTRUM SPEC18-0003C F13 36" DIAMETER DOUBLE SEALED BOWL FIXTURE WITH MACHINED ALUMINUM TRIM RING. WITH FULLY SEALED DOUBLE BOWL BOTTOM OF FIXTURES ELEV.=112'-0" MINIMUM LUMENS 10,000 SUSPENDED 120 10000 3500K SPECTRUM SPEC18-0004C F14 WALL MOUNTED. WET LOCATION FINISH TO MATCH PARKING LOT FIXTURES. PROVIDE FIXTURE W/ INTEGRAL BACK BOX. PROVIDE W/ VANDAL RESISTANT HARDWARE. WALL 120-277 2000 4000 LITHONIA WSQ LED P1 30K SR3 120 BBW PE DDBXD F15 SURFACE CYLINDRICAL SPOT LAMP HOLDER COMPATIBLE WITH TRACK SURFACE 3500K JUNO R610L-30K-80CRI-PDIM-WFL-WH-AHR610-WHT F16 EXIT SIGN WALL OR CEILING 120-277 N/A N/A LITHONIA EXG-LED-EL-M6 FS1 AREA POLE LIGHT, SINGLE-HEAD,POLE (SEE DETAIL) MULTI-TAP 4000 LITHONIA RSX1 LED P2 40K R3 MVOLT SPA DDBXD SSAH 18 4G DM19AS DDBXD LIGHTING CONTROL/OCCUPANCY SENSOR SCHEDULE TYPE DESCRIPTION MFGR. CATALOG # NOTES OCC. SENSORS - CEILING (LINE VOLTAGE) CD2 DUAL-TECHNOLOGY, LINE VOLTAGE, SMALL MOTION 800W MAX LOAD SENSOR SWITCH CMR PDT 9 OCC. SENSORS - WALL MOUNTED DT DUAL-TECHNOLOGY, 1-POLE, NEUTRAL REQUIRED SENSOR SWITCH WSX PDT-** 2 WD1 DUAL-TECHNOLOGY, 1-POLE, NEUTRAL REQUIRED SENSOR SWITCH WSX PDT-** 2 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 1 5 A M E603 POWER SINGLE LINE DIAGRAM & LIGHT FIXTURE SCHEDULE Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE: NONEASINGLE LINE DIAGRAM Distribution Wiring Schedule Load Name # of Runs Wire Size Wire Type Breaker Rating True Current Neutral Rating Bussing Short Circuit Rating PANEL A 1 3-#1, 1-#1, 1-#6 COPPER 125 A 60 A SEE PANEL SCHEDULE PANEL B 1 3-#1/0, 1-#1/0, 1-#6 COPPER 150 A 97 A SEE PANEL SCHEDULE PANEL C 1 3-#1/0, 1-#1/0, 1-#4 COPPER 125 A 95 A SEE PANEL SCHEDULE PANEL D 1 3-#1, 1-#1, 1-#6 COPPER 125 A 44 A SEE PANEL SCHEDULE PANEL F 2 2 runs of 3-#3/0, 1-#3/0, 1-#3 COPPER 400 A 192 A SEE PANEL SCHEDULE PANEL G 1 3-#1/0, 1-#1/0, 1-#6 COPPER 150 A 100 A SEE PANEL SCHEDULE PANEL LC1 1 3-#1, 1-#1, 1-#6 COPPER 125 A 49 A SEE PANEL SCHEDULE PANEL LC2 1 3-#1, 1-#1, 1-#6 COPPER 125 A 48 A SEE PANEL SCHEDULE PANEL LC3 1 3-#1, 1-#1, 1-#6 COPPER 125 A 49 A SEE PANEL SCHEDULE PANEL LC4 1 3-#1, 1-#1, 1-#6 COPPER 125 A 48 A SEE PANEL SCHEDULE PANEL LC5 1 3-#1, 1-#1, 1-#6 COPPER 125 A 52 A SEE PANEL SCHEDULE PANEL LC6 1 3-#1, 1-#1, 1-#6 COPPER 125 A 49 A SEE PANEL SCHEDULE PANEL MSB 1 3-#700, 2-#400, 1-#700 COPPER 20 A 890 A SEE PANEL SCHEDULE PANEL SB 1 3-#3, 1-#3, 1-#8 COPPER 100 A 9 A SEE PANEL SCHEDULE Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w P le a s e v e rify a m p e ra g e P le a s e v e rify n u m b e r o f w ire s fo r th is fe e d e r. F o r v e rific a tio n : 2017 N E C re q u ire s a m in im u m # 4 c o p p e r c o n d u c to r to g ro u n d in g e le c tro d e . P le a s e v e rify 2/0 is d e s ire d . LM PC-100-5(extended height) LM PC-100-5(extended height) LM PC-100-5(extended height) LM PC-100-5(extended height) LMSW-101 LMSW-101 LMSW-104 LMSW-101 LMDM -101 LMDM -101 LMDM -101 LMDM -101 LM PC-100-5(extended height) LM PC-100-5(extended height) LM PC-100-5(extended height) LM PC-100-5(extended height) Chapel BILL OF MATERIALS SEQUENCE OF OPERATION Soffit Cove Overflow\Cultural BILL OF MATERIALS SEQUENCE OF OPERATION 2 CHAPEL LIGHTING CONTROL WIRING DIAGRAM 1 OVERFLOW/CULTURAL CENTER LIGHTING CONTROL WIRING DIAGRAM LMRC_213 (1), Three Relay Room Controller LMRC_212 (1), Two Relay Room Controller DT-205 (4), Digital PIR Wall Mounted Occupancy Sensor (extended height) LMSW_101 (3), 1-Button Digital Wall Switch LMSW_104 (1), 4-Button Digital Wall Switch LMRC-212 Room Controller Red Neutral Wht Yel Lighting Load Lighting LoadUnswitched Hot Blk 120/277 Earth Ground Grn Red Neutral Wht Yel Blu Unswitched Hot Blk 120/277 Earth Ground Grn Red Neutral Wht Yel Vio Gry Vio Gry Vi o Gr y Vi o Gr y Class 2 0-10 Volt Control Wiring Unswitched Hot Blk 120/277 Earth Ground Grn 0-10VDC Dimming Ballast required. LMRC_212 (1), Two Relay Room Controller with 0-10v Dimming LMRC_101 (1), Single Relay Room Controller LMDM_101 (4), Digital Dimming Wall Switch LMPC_100 (4), Digital PIR Ceiling Mount Occupancy Sensor LMRC-212 Dimming Room Controller Lighting Load Cultural Lighting Load Overflow Lighting Load Pulpit Pendants Lighting Load Pulpit Lighting Load Pendants LMRC-213 Room Controller NO SCALE NO SCALE 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 1 6 A M E604 LIGHTING CONTROL WIRING DIAGRAMS Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w BZ-150 Power Pack with Manual Control Hallways/Foyers BILL OF MATERIALS SEQUENCE OF OPERATION Overflow\Cultural BILL OF MATERIALS SEQUENCE OF OPERATION Wall Switch Typical BILL OF MATERIALS SEQUENCE OF OPERATION 1 WALL SWITCH WIRING DIAGRAM 3 PEANUT PANEL LIGHTING CONTROL WIRING DIAGRAM 2 LIGHTING CONTROL WIRING DIAGRAM HALLWAYS/FOYERS TYPICAL Red Red Hot Neutral Blk Wht 120VAC 277VAC BZ-150 Br o w n Bl a c k Gr e y Or a n g e Re d Bl u e Cap Cap Fixture Auto ON Man ON COM SW1 LVSW-101 Low Voltage Switch Input *To Additional Sensor(s) BZ-150 (1), 20A Power Pack UT-300-3 (x), Ultrasonic (US) Ceiling Sensor (hallway application) LVSW-101 (x), Single Button Low Voltage Switch Control Output Common +24VDC Any 24VDC Ceiling/Wall Sensor 24VDC ACC. POWER 8 6 5 4 3 2 CLOCK SCREEN WHITE 24VR 24VAC RELAY PILOT YELCOM 24VAC 24VR WHITE R B Y W R B Y W R B Y W R B Y W R B Y W R B Y W GN D NE U T 11 5 V 27 7 V Inner Cover Latch (1 of 2). Pull to release, press to latch. OPTIONAL EXTERIOR PHOTOCELL EM-24A2BBRR USE 4/#20 FOR STANDARD USE 3/#18 7 W Y B R 1 FOR PILOT USE 4/#18 R B Y W 8-RELAY CAPACITY LP8 RELAY PANEL Line Exterior N Ground Neutral CKT C1 - 24 Relay Status LED Line Exterior Site Line Spare LMRC_212 (1), Two Relay Room Controller with 0-10v Dimming LMRC_101 (1), Single Relay Room Controller LMDM_101 (4), Digital Dimming Wall Switch LMPC_100 (4), Digital PIR Ceiling Mount Occupancy Sensor LMIO_102 (1), Digital Partition Interface Manual Override Switch for Relays Power Supply LOW VOLTAGE OVERRIDE SWITCH (Typical) PW-301 Neutral Line Green/Yellow Green Black Ground Red Load PW_301 (1), Passive Infrared (PIR) Wall Switch Sensor NO SCALE NO SCALE NO SCALE 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 1 6 A M E605 LIGHTING CONTROL WIRING DIAGRAMS Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w LMDM -101 LMDM -101 LMDM -101 LMDM -101 LM PC-100-5(extended height) LMDM -101 Seminary Classroom BILL OF MATERIALS SEQUENCE OF OPERATION 1 MULTIWAY DIMMING CLASSROOM LIGHTING CONTROL Red Neutral Wht Yel Vio Gry Vio Gry Vi o Gr y Vi o Gr y Class 2 0-10 Volt Control Wiring Unswitched Hot Blk 120/277 Earth Ground Grn 0-10VDC Dimming Ballast required. Neutral Wht Unswitched Hot Blk 120/277 Red LMRC_212 (1), Two Relay Room Controller with 0-10v Dimming LMRC_101 (1), Single Relay Room Controller LMDM_101 (5), Digital Dimming Wall Switch LMPC_100 (2), Digital PIR Ceiling Mount Occupancy Sensor Line Switch Dimming Line Switch Dimming Line Switch Dimming Line Switch Dimming Lighting Load Track Lighting Load Track Lighting Load Track Lighting Load Track LMRC-101 Single Relay On/Off Room Controller LMRC-212 Dimming Room Controller Lighting Load Classroom Lighting Load Overflow NO SCALE Note: Place Room controller in an accessible location LMPC -100- 5 (exte nded height ) 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 1 7 A M E606 LIGHTING CONTROL WIRING DIAGRAMS Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w P H P H LTFS 1.3 2 3 5 6 7 8 10 11 1212.3 12.612.7 1 9 4 A.6 A.3 A B C E F G G.3 G.6 D 'A' 'B' 'C' 'D' Hallway [171] Bishop [103] Interview [101] Bishop [104] Interview [102]Clerk [106]Waiting [105] Storage [148] Storage [149] Storage [123]Interview [126] Interview [127] Waiting [128] Clerk [124] Stake Pres [125] High Council [129] Vest [130] Custodial [116] Tech [154] Men [158] Women [157] Mothers [159] Vest [191] Clerk [192] Bishop [193] Bishop [189] Waiting [190] Interview [188] Interview [187] Clerk [164] Bishop [165] Bishop [166] Waiting [163] Interview [162] Interview [161] Vest [160] Vest [131] Chapel [146] Cultural Center [147] Cultural Center [150] Chapel [151] Rostrum [152] Hallway [140] Hallway [119] Hallway [155] Room [185] Room [186]Women [167]Men [168] Women [107] Men [108] Family RR [142] Sac Prep [141] Materials Center [143] Rostrum [145] Room [121] Room [120] Room [117] Room [118] Room [169] Room [170] Room [173]Room [172] Room [133]Room [132] Clerk [139]Bishop [138] Bishop [134] Waiting [137] Interview [135] Interview [136] Vest [112] Foyer [111] Fire Riser [176] Bishop [182] Bishop [177] Clerk [181]Interview [178] Waiting [180]Foyer [183] Vest [184] Interview [179] Serving Area [174] Room [156] Electrical [114] Serving Area [115] Table/Chair Storage [113] Room [109] Room [110] Stair [122] Mothers [144] Custodial [175] Sac Prep [153] 'FACP' 1 2 2 3 C-24 FIRE SPRINKLER AIR COMPRESSOR B-20 1.3 2 3 5 6 7 8 10 11 1212.3 12.612.7 1 9 4 A.6 A.3 A B C E F G G.3 G.6 D 'F (SEC 1)' 'G' 'F (SEC 2)' FS D RA TS H CONTROL PANEL FIRE ALARM (FACP) 120V CRKT DOOR HOLDER CIRCUIT REMOTE ANNUNCIATOR CIRCUIT NOTIFICATION APPLIANCE CIRCUIT(S) F FIRE ALARM SYSTEM NOTES: • CONTRACTOR SHALL PROVIDE MONITORING OF FIRE ALARM SYSTEM, INITIATE WITH OWNER IN REGARDS TO SYSTEM MONITORING. • FIRE ALARM SYSTEM CONDUIT ROUTING SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR AND FIRE ALARM CONTRACTOR TO MEET THE SPECIFIED DESIGN CRITERIA. • NOTIFICATION EXTENDER PANEL'S (NAC) SHALL BE PROVIDED AS NEEDED FOR THE CIRCUITING OF THE NOTIFICATION DEVICES AS INDICATED ON DRAWINGS. • ALL THE FIRE ALARM SYSTEM CABLING SHALL BE RUN IN CONDUIT. • CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION AND OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM. INCLUDE LETTER WITH SHOP DRAWING SUBMITTAL TO ENGINEER. • E.C. SHALL PROVIDE AND INSTALL CELLULAR ALARM COMMUNICATOR FOR FIRE ALARM SYSTEM MONITORING, TELGUARD TG-7FS LTE OR EQUAL. SYSTEM SHALL BE UL LISTED AND COMPLIANT WITH NFPA 72 REQUIREMENTS. PROVIDE NAC PANELS AS REQUIRED UL 864 CELLULAR ALARM COMM. FPS1 EOL FPS4 EOL SLC LOOP P D MMCM HVAC SHUTDOWN TO ADDITIONAL ADDRESSABLE DEVICES ADDRESSABLE 1 PERMANENTLY IDENTIFY LOCATION OF CIRCUIT BREAKER FEEDING FACP AND PROVIDE RED MARKING ON CIRCUIT BREAKER. 2 PROVIDE PROTECTIVE WIRE GUARD. 3 HORN STROBE TO BE ACTIVATED BY WATER FLOW ONLY. KEY NOTES:# 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . P.E. #:22127 04-11-2023 4/ 1 1 / 2 0 2 3 1 0 : 2 6 : 2 0 A M FA101 FIRE ALARM PLAN Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e M a r r i e d S t u d e n t Se c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D A P r o j e c t N o . 21 0 9 M A R C H 1 7 2 0 2 3 Is s u e D a t e 21 0 9 BH D # : © 2 0 2 2 B H D A r c h i t e c t s SCALE: 1/16" = 1'-0"1 MAIN FLOOR FIRE ALARM PLAN SCALE: 1/16" = 1'-0"2 MECHANICAL MEZZ FIRE ALARM PLAN SCALE: NONE3FIRE ALARM RISER DIAGRAM FIRE ALARM RISER NOTES 1. WIRING FROM DIFFERENT ANNUNCIATION AND INITIATING DEVICES LOOPS MAY BE COMBINED IN A COMMON CONDUIT. FOLLOW NEC REQUIREMENTS FOR FILL. 2. COORDINATE FIRE ALARM DEVICES WITH LIGHTING FIXTURES, SPEAKERS, GRILLS, ETC. 3. DO NOT INSTALL SMOKE DETECTORS WITHIN 3' OF ANY MECHANICAL GRILL. 4. NON-POWER LIMITED AND POWER LIMITED WIRING SHALL BE SEPARATED IN FACP. 5. PERMANENTLY IDENTIFY LOCATION OF CIRCUIT BREAKER FEEDING FACP AND PROVIDE RED MARKING ON CIRCUIT BREAKER. 6. PROVIDE PROTECTIVE WIRE GUARD ON DEVICES NOTED. 7. SEE L/FS501 FOR LOCATIONS OF DEVICES. 8. PROVIDE CONNECTION FOR FIRE SPRINKLER SYSTEM EXTERNAL BELL/HORN STROBE. SEE L/FS501. 9. PROVIDE FLUSH MOUNT STI LEXAN COVER. 10. ALL STROBES SHALL BE SYNCHRONIZED PER ALL ADA REQUIREMENTS. 11. FURNACES AS SHOWN ON DRAWINGS SHALL SHUTDOWN UPON GENERAL ALARM. PROVIDE ALL REQUIRED CONNECTIONS NECESSARY FOR SHUTDOWN. COORDINATE ALL WORK AND CONTROL CONNECTIONS WITH THE MECHANICAL CONTRACTOR. 12. INTELLIGIBLY CALCULATIONS FOR THIS PLAN ARE BASED ON SYSTEM SENSOR #SPV SPEAKERS. SUCCESSFUL FIRE ALARM SYSTEM SUPPLIER SHALL SHOW ON INSTALLATION DRAWING COMPLIANCE CALCULATIONS PER ALL NFPA REQUIREMENTS. 13. TO A/V SYSTEM. A/V SYSTEM SHALL MUTE UPON ALARM. COORDINATE ALL WORK AND REQUIREMENTS WITH THE A/V SYSTEM INSTALLER. 14. ALL FIRE ALARM CABLE THAT IS SUBJECT TO DAMAGE SHALL BE INSTALLED IN CONDUIT (ATTIC, EQUIPMENT PLATFORM, ABOVE SUSPENDED CEILINGS, ETC). 15. WHERE FIRE ALARM IS NOT RUN IN CONDUIT (SEE NOTE #14), CABLING SHALL BE RUN PERPENDICULAR AND PARALLEL TO SURFACES OF STRUCTURAL MEMBERS, AND FOLLOW SURFACE CONTOURS WHERE POSSIBLE. 16. DO NOT CONNECT, MOUNT OR SUPPORT ANY FIRE ALARM CABLING FROM DATA/COMM MOUNTING OR WIRE MANAGEMENT. 32'16'0" NORTH NORTH 32'16'0" A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS. F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER. G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC. L. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. M. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. N. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. O. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES. P. ELECT. CONTR. TO CONNECT FIRE SPRINKLER SYSTEM WATER GONG, TO NEAREST SOURCE OF 120 VOLT UNSWITCHED POWER. GENERAL NOTES: Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w JJJ J J J J J J 1.3 2 3 5 6 7 8 10 11 12 12.3 12.612.7 1 9 4 A.6 A.3 A B C E F G G.3 G.6 D R E R E NOTE 2 TO MAIN BUILDING GROUND BUS CUTTER TAPE SHALL BE SUCH AS RAYCHEM GM-XXT, SELF REGULATING HEAT TAPE. E.C. SHALL PROVIDE AND INSTALL ALL REQUIRED CONNECTORS, TERMINAL KITS, END CAPS, HANGERS, STRAPS, ETC. FOR A COMPLETE INSTALLATION ACCORDINAT TO MANUFACTUREER'S INSTALLATION GUIDLINES. COORDIANTE WITH ROOFING INSTALLER. 1 (TYP) 1 (TYP) 2 2 2 2 333 3 3 3 3 3 3 F (SEC 2)-47,49F (SEC 2)-44,46F (SEC 1)-23,25 F (SEC 1)-26,28 F (SEC 1)-27,29 F (SEC 1)-30,32 F (SEC 1)-31,33 F (SEC 1)-34,36 F (SEC 2)-43,45 44 4 4 4 4 GROUND INSPECTION WELL WELL COVER GRADE GRAVEL CABLE INSTALLATION DETAIL P RLIGHTING ROD MOUNTING DETAIL Q GROUND INSPECTION WELL LEGEND A B C D E F G H J K M N NOT TO SCALE J E C M E H H 1'-0" R NOTES 1.SEE SHEETS FOR REQUIRED LIGHTNING PROTECTION SYSTEM. COORDINATE CONNECTION TO THE STEEPLE WITH THE GENERAL CONTRACTOR AND STEEPLE SUPPLIER. MAKE ALL REQUIRED CONNECTIONS FOR A COMPLETE LIGHTING PROTECTION SYSTEM. 2.SUPPORT LIGHTNING CABLES EVERY THREE FEET ALONG ENTIRE RUN USING SPECIFIED FASTENERS. 3.BOND METAL BODIES INTO SYSTEM AS REQUIRED. 4.FURNISH AND INSTALL SURGE PROTECTION DEVICE (SPD) FOR MAIN ELECTRICAL PANEL. REFER TO SPECIFICATIONS. 5.ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONNECTION REQUIREMENTS TO THE STEEPLE WITH THE GENERAL CONTRACTOR AND STEEPLE SUPPLIER. ELECTRICAL CONTRACTOR SHALL BE ON SITE WHEN THE STEEPLE IS INSTALLED AND MAKE ALL REQUIRED CONNECTIONS TO THE LIGHTNING PROTECTION SYSTEM. 6.REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 7.REFER TO THE SPECIFICATIONS FOR FITTING REQUIREMENTS. ZIP SCREWS PROVIDED ISOMETRIC VIEW NOTES: 1.-REFER TO ARCHITECTURAL DETAILS AND SCHEDULES FOR NET FREE AREA AND ROOF PITCH REQUIREMENTS. 2.-LIGHTNING ROD MOUNTING COVER PLATE TO BE PROVIDED AND INSTALLED BY ROOFING CONTRACTOR. LIGHTNING ROD AND CONDUCTORS ARE TO BE PROVIDED AND INSTALLED BY THE LIGHTNING PROTECTION CONTRACTOR. 3.-LIGHTNING PROTECTION CONTRACTOR SHALL COORDINATE THE NUMBER AND LOCATION OF ALL AIR TERMINALS ON THE RIDGE VENT. NOT TO SCALE A D G M C E NOT TO SCALE ALL BARE CONDUCTORS IN CONTACT WITH FLAMMABLE MATERIALS SHALL INSTALLED IN CONDUIT. AIR TERMINAL CONCEALED AIR TERMINAL BASE ASSEMBLY GROUND ROD SMOOTH TWIST ALUMINUM CABLE SMOOTH TWIST COPPER CABLE PRESSURE TYPE TEE CABLE SPLICER BIMETAL PARALLEL CLAMP COPPER LOOP FASTENER LARGE BRONZE CLAMP PIPE CLAMP PERPENDICULAR GROUND ROD AND CABLE CLAMP AIR TERMINAL GROUNDING CLAMP 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers This document and the ideas and designs incorporated herein, as an instrument of professional service, are the property of BHD Architects, and may not be used or duplicated in whole or in part for any other project without written authorization of BHD Architects. P.E. #:22127 04-11-2023 4/11/2023 10:26:22 AM LP100 LIGHTNING GROUNDING PLAN & ROOF PLAN Rexburg ID Custom 10 Ward Meetinghouse Married Student Second Stake 5th West and Uni versi ty Boul evard, Rexburg, I daho 43.803303, -111.796612 Printed RPR 6N40E315400 County Parcel: BHDA Project No. 2109 M ARCH 17 2023 Issue Date 2109 BHD #: © 2022 BHD Architects 16'8'0"SCALE: 3/32" = 1'-0"1 ROOF LEVEL NORTH 1 PROVIDE HEAT TRACING OF GUTTERS AND DOWN SPOUTS. HEAT TRACE SHALL EXTEND OUT END OF DOWNSPOUT APPROX. 6". EXACT TAPE LENGTH TO BE DETERMINED IN FIELD REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. UTILIZE RAYCHEM 208V, GM-2XT CABLE. PROVIDE ALL COMPONENTS FOR A COMPETE INSTALLATION INCLUDING BUT NOT LIMITED TO: POWER CONNECTOR, JUNCTION BOX, CABLE END SEALS, CABLE SUPPORT CLIPS, ETC. INSTALL HEAT-TRACE PER MANUFACTURERS REQUIREMENTS. UTILIZE GFEPD TYPE CIRCUIT BREAKERS FOR ALL HEAT TRACE CIRCUITS. SEE ARCHITECTURAL DRAWINGS FOR ALL DOWNSPOUT LOCATIONS. 2 INSTALL HEAT TAPE AS INDICATED AT EAVES AND VALLEYS PER MANUFACTURER. EXTEND 2/3 UP VALLEY AS PER MANUFACTURER'S RECOMMENDATIONS (TYPICAL). 3 ROUTE HEAT TAPE CIRCUITS THROUGH CONTACTOR. INSTALL #10 CONDUCTORS. SEE SHEET E112 FOR LOCATION. 4 MOISTURE SENSING PROBE. WIRE PROBES IN PARALLEL SUCH THAT ANY SENSOR WILL ACTIVATE ALL SNOW MELT. PROVIDE ALL NECESSARY CONTACTORS, RELAYS, CONNECTORS, ETC. REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. KEY NOTES:# A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w M M CC SM M CP M A M 1 2 MON MO N CC CM CP2 CP1 CP4CP5 CP4 CP5 CP3 CP 5 CP7 CP6 CP5 CP3CP6 MO N HBR M MCCCP3 HB R 1 1.3 2 3 4 5 6 7 8 9 10 11 12 12.3 12.612.7 A A.3 A.6 B C D E F G Hallway 171 Bishop 103 Interview 101 Bishop 104 Interview 102 Clerk 106Waiting 105 Storage 148 Storage 149 Storage 123 Interview 126 Interview 127 Waiting 128 Clerk 124 Stake Pres 125 High Council 129 Vest 130 Custodial 116 Tech 154 Men 158 Women 157 Mothers 159 Vest 191 Clerk 192 Bishop 193 Bishop 189 Waiting 190 Interview 188 Interview 187 Clerk 164 Bishop 165 Bishop 166 Waiting 163 Interview 162 Interview 161 Vest 160 Vest 131 Chapel 146 Cultural Center 147 Cultural Center 150 Chapel 151 Rostrum 152 Hallway 140 Hallway 119 Hallway 155 Room 185 Room 186 Women 167 Men 168 Women 107 Men 108 Family RR 142 Sac Prep 141 Materials Center 143 Rostrum 145 Room 121 Room 120 Room 117 Room 118 Room 169 Room 170 Room 173Room 172 Room 133 Room 132 Clerk 139 Bishop 138 Bishop 134 Waiting 137 Interview 135 Interview 136 Vest 112 Foyer 111 Fire Riser 176 Bishop 182 Bishop 177 Clerk 181 Interview 178 Waiting 180 Foyer 183 Vest 184 Interview 179 Serving Area 174 Room 156 Electrical 114 Serving Area 115 Table/Chair Storage 113 Room 109 Room 110 Stair 122 Mothers 144 Custodial 175 Sac Prep 153 G.3 G.6 ADJACENT TO COPIER POWER OUTLET FB2 H L TO EQUIPMENT RACK #1 M(2) M(3) A+U 2 2 2 2 2 2 M M(5)M(4) TO EQUIPMENT RACK #1 TO EQUIPMENT RACK #1 H(2) A+U M(2) 1 L(2) TO EQUIPMENT RACK #1 H M(2) L M M(2) H +1'-0" AFF 2 2 TO EQUIPMENT RACK #1 C UC S+C+L+P 2 2 3 3 TO EQUIPMENT RACK #1 L M TO EQUIPMENT RACK #1HM(2) H M(2) 3 3 4 5 3 L(2)H(2) L TO EQUIPMENT RACK #1 M(2) TO EQUIPMENT RACK #1 3 2 M(2) 2 6 FIRE ALARM PANEL 7 8 9 10 11 12 13 13 14 15 16 15 15 16 17 18 13 13 19 M(2) M(3) M(4) H A+U +1'-0" AFF H 2 +1'-0" AFF H 2 M(5) LC M H 15 M(2) H FB1 20 ET602 2 21 21 21 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 3/ 2 8 / 2 0 2 3 6 : 0 5 : 3 5 P M ET101 MAIN FLOOR AV FLOOR PLAN 10 W a r d S t a k e C e n t e r R e x b u r g I D Ma r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D P r o j e c t : 21 0 9 -- N o v 2 0 2 2 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s SCALE:1/8" = 1'-0"1 MAIN FLOOR AV FLOOR PLAN SHEET KEYNOTES GENERAL SHEET NOTES 1. EACH VOICE AND DATA OUTLET SHALL HAVE A MINIMUM 1" CONDUIT FROM OUTLET TO EQUIPMENT RACK #2. INSTALLER IS TO BE FAMILIAR WITH, AND COMPLY WITH THE ANSI/TIA/EIA/569-C STANDARDS. CONDUIT SHALL HAVE A TOTAL DISTANCE OF NO MORE THAN 230'-0". IF TOTAL BENDS ARE MORE THAN 180 DEGREES, INCREASE CONDUIT SIZE ONE TRADE SIZE FOR EVERY ADDITIONAL 90 DEGREES. TYPICAL OF ALL LOCATIONS. 2. INSTALL EACH CABLE TYPE IN A SEPARATE CONDUIT. 1 PROVIDE GROUNDING COMPONENTS AS SHOWN ON DETAIL /ET602. 2 MOUNT JUNCTION BOXES HORIZONTALLY AND CENTERED IN HARDWOOD BASE ON FRONT OF ROSTRUM. 3 LOOP EXTRA CABLES THROUGH JUNCTION BOXES. DO NOT CUT. 4 ORGAN INPUT, LEAVE 5'-0" PIGTAIL AT ROSTRUM. COIL 10'-0" OF CABLE IN RACK AND LABEL. 5 INSTALL 4 EACH, 2.5" CONDUITS TO MECHANICAL PLATFORM WALKWAY. CONDUIT STUBS TO BE 4" ABOVE PLATFORM FLOOR NEXT TO WALL. 6 PHONE CONNECTION TO FIRE ALARM PANEL. 7 INSTALL FLOOR BOX FOR PULPIT MIC JACK UNDER PULPIT LOCATION. INSTALL 'FB1' NEAR PULPIT, BUT WHERE IT WILL NOT BE COVERED WHEN PULPIT IS IN PLACE. PROVIDE (1X) 1.25" CONDUIT AND (2X) 1.0" CONDUITS BETWEEN 'FB1' AND TECH ROOM 154. 8 SEE ARCHITECTURAL ROSTRUM MILLWORK DETAILS FOR ROUGH-IN AND MOUNTING OF PULPIT MICROPHONE. 9 PROVIDE 1 EACH, 1.5" CONDUIT WITH 8.25" MINIMUM BEND RADIUS TO IRRIGATION CONTROLLER LOCATION WITH ONE "D" TYPE CABLE AND DATA JACK. 10 FIRE ALARM SOUND SYSTEM MUTE CONNECTION. 11 INSTALL ON VERTICAL FACE OF RISER. 12 MOUNT DATA OUTLET, HDMI AND USB CONNECTION PANEL IN FLOOR BOX. SEE DETAIL /ET601 FOR CONDUIT SIZES AND DESTINATIONS. 13 1.25" CONDUIT. 14 MOUNT DATA OUTLET AT +4'-0" AFF FOR LIGHTING RELAY PANEL. COORDINATE LOCATION WITH ELECTRICAL INSTALLER. 15 SEE SHEET TT601 FOR CABLE TO CP, AND CC. INSTALL CONDUITS PER GENERAL NOTE #1, SHEET ET101. 16 MOUNT 'CP3' BELOW 'CC' AT ELECTRICAL OUTLET HEIGHT. SEE DETAIL /ET601. 17 INSTALL DATA OUTLET ADJACENT TO CAMERA ENCLOSURE AT 7'-6" AFF. 18 TO PULPIT MOTOR CONTROL. 19 PROVIDE (1X) 1.25" CONDUIT AND (2X) 1.0" CONDUITS BETWEEN PULPIT AND TECH ROOM 154. 20 REFER TO UTILITY PLAN FOR FIBER OPTIC CONDUITS AND BOXES ON SITE. 21 INSTALL DATA JACK IN LARGE BACK BOX BEHIND TV MONITOR. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 3 2 9 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 6 S 4 S M S M V S 4 S M S M S M S M SV SV M S 4 S 4 S 4 S 4 S 4 S 4 SV S 4 S 4 S 4 V S 4 V S M S M S 4 SVM S M S M V S 4 IR IR S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 SV SV S M S M S 4 S 4 V S M L L L L G.3 G.6 Hallway 171 Bishop 103 Interview 101 Bishop 104 Interview 102 Clerk 106 Waiting 105 Storage 148 Storage 149 Storage 123 Interview 126 Interview 127 Waiting 128 Clerk 124 Stake Pres 125 High Council 129 Vest 130 Custodial 116 Tech 154 Men 158 Women 157 Mothers 159 Vest 191 Clerk 192 Bishop 193 Bishop 189 Waiting 190 Interview 188 Interview 187 Clerk 164 Bishop 165 Bishop 166 Waiting 163 Interview 162 Interview 161 Vest 160 Vest 131 Chapel 146 Cultural Center 147 Cultural Center 150 Chapel 151 Rostrum 152 Hallway 140 Hallway 119 Hallway 155 Room 185 Room 186 Women 167 Men 168 Women 107 Men 108 Family RR 142 Sac Prep 141 Materials Center 143 Rostrum 145 Room 121 Room 120 Room 117 Room 118 Room 169 Room 170 Room 173 Room 172 Room 133 Room 132 Clerk 139 Bishop 138 Bishop 134 Waiting 137 Interview 135 Interview 136 Vest 112 Foyer 111 Fire Riser 176 Bishop 182 Bishop 177 Clerk 181 Interview 178 Waiting 180 Foyer 183 Vest 184 Interview 179 Serving Area 174 Room 156 Electrical 114 Serving Area 115 Table/Chair Storage 113 Room 109 Room 110 Stair 122 Mothers 144 Custodial 175 Sac Prep 153 WAP 1 WAP 1 WAP 1 WAP 1 WAP 1 WAP 1 WAP 1 WAP 1 TO EQUIPMENT CABINET #1 S S S S S S S S S TO EQUIPMENT CABINET #1 S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S TO EQUIPMENT CABINET #1 S TO EQUIPMENT CABINET #1 S 2 3 S S S S S S S S S S S S S S S S S S S TO EQUIPMENT CABINET #1 S TO EQUIPMENT CABINET #1 S S S(6) S SS S S(4) S(6) S S 4 4 C C S S S 5 S 6 6 5 S S S S 4 S 4 S S SS S S(4) S(4) S S S S S S C RF RF C S S S S S S S SS 4 44 4 4 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 3/ 2 8 / 2 0 2 3 6 : 0 5 : 4 1 P M ET102 MAIN FLOOR AV CEILING PLAN 10 W a r d S t a k e C e n t e r R e x b u r g I D Ma r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D P r o j e c t : 21 0 9 -- N o v 2 0 2 2 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s SCALE:1/8" = 1'-0"1 MAIN FLOOR AV CEILING PLAN SHEET KEYNOTES 1 MOUNT DATA OUTLET FLUSH IN CEILING. COORDINATE WITH DIVISION 27 1501 INSTALLER (TYPICAL). 2 MOUNT DATA OUTLET IN EQUIPMENT MEZZANINE ABOVE, NEXT TO MECHANICAL SYSTEM WEB INTERFACE. COORDINATE WITH MECHANICAL INSTALLER. 3 MOUNT DATA OUTLET IN EQUIPMENT MEZZANINE ABOVE, NEXT TO LIGHTING CONTROLS. COORDINATE EXACT LOCATION WITH LIGHTING INSTALLER. 4 ENSURE THE JUNCTION BOX FOR AUDIO CONTROL IS NOT BEHIND DISPLAY BOARD. 5 INSTALL 'ALS' ANTENNA VERTICALLY IN ATTIC SPACE ABOVE CHAPEL. 6 CONNECT CABLE TO SKYFOLD WALL CONTROL MODULE. GENERAL SHEET NOTES 1. MOUNT ALL LOUDSPEAKER BACKBOXES ON TILE BRIDGES IN SUSPENDED TILE CEILINGS. SECURE ALL BACKBOXES WITH SEISMIC RESTRAINT CABLE ACCORDING TO 4/ET601. Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w NO SCALE NO SCALE 5 SPEAKER SEISMIC DETAIL 1 ROSTRUM 145 PULPIT MIC FLOOR BOX DETAIL 4 INFRARED SENSOR DETAIL 27CULTURAL CENTER CONTROLS JUNCTION BOX DETAIL 9 CULTURAL CENTER CC AND CP3 MOUNTING DETAIL 8 AV POWER JUNCTION BOX WAP 2 3.8. LABEL ALL CONDUITS WITH DESTINATION. 3.9. DEBUR ALL CONDUIT STUBS AND FIT WITH PLASTIC BUSHING. 3.10. RACEWAY SHALL BE FURNISHED AND INSTALLED BY DIVISION 26. CABLING IS FURNISHED AND INSTALLED BY DIVISION 27. RACEWAY, CABLING, AND TERMINATIONS SHALL BE ACCORDING TO 27 1501. 4. DIVISION 26 INSTALLER IS TO PROVIDE ALL ROUGH-IN INDICATED FOR DIVISION 27 INSTALLER. ALL ROUGH-IN SHALL COMPLY WITH ANSI/TIA/EIA 569-B STANDARDS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE LIMITATION OF (2) 90° BEND FOR CONDUIT. IT IS THE DIVISION 26 INSTALLERS RESPONSIBILITY TO ENSURE COMPLIANCE WITH STANDARD. 5. REFER TO A400 SERIES SHEETS FOR ADDITIONAL INFORMATION ON ROUGH-IN. SEE "A" SHEETS FOR MOUNTING DETAILS IN MILLWORK. 6. SPEAKER TRIM RINGS ARE FURNISHED BY DIVISION 27 AND INSTALLED BY DIVISION 26. 7. "ET" SHEETS SHOW WORK AND MATERIALS BY DIVISION 26 AND DIVISION 27. SEE SPECIFICATIONS AND DRAWING NOTES FOR RESPONSIBILITY FOR EACH ITEM. 8. PROVIDE GROUNDING AS SHOWN ON DRAWINGS AND IN COMPLIANCE WITH CODE AND ANSI/TIA/EIA 569-B. 9. DIVISION 26 SHALL FURNISH AND INSTALL SEISMIC RESTRAINT CABLE TO ALL SPEAKER BACK BOXES. DIVISION 27 SHALL ATTACH SEISMIC RESTRAINT CABLE TO SPEAKERS. 1. NO CHANGES SHALL BE MADE WITHOUT THE PROJECT AV/STRUCTURED CABLING CONSULTANT'S WRITTEN CONSENT. 2. REFER TO DRAWINGS FOR EXACT NUMBER OF COMPONENTS USED IF NOT SPECIFIED IN EQUIPMENT LIST. 3. PROVIDE CONDUIT FOR ALL LOW VOLTAGE CABLES SHOWN ON ET SHEETS AS FOLLOWS: 3.1. PROVIDE CONDUIT FOR H,C,D,V, AND S CABLES FROM DEVICE TO MECHANICAL EQUIPMENT PLATFORM ABOVE TECHNOLOGY ROOM 154. CABLES MAY THEN RUN EXPOSED AND STUB DOWN TO LADDER RACK. PROTECT EXPOSED CABLING ACCORDING TO DIVISION 27. ALLOW NO OTHER CABLE TO ATTACH TO TECHNOLOGY CABLES. 3.2. PROVIDE CONDUITS UNDER SLAB FOR ALL CABLING FROM ROSTRUM TO TECHNOLOGY ROOM EQUIPMENT RACK. 3.3. PROVIDE CONDUIT UNDER SLAB FOR ALL "M", "B", AND "L" CABLES FROM DEVICE TO TECHNOLOGY ROOM EQUIPMENT RACK. 3.4. ALL CABLING IN WALLS SHALL BE IN CONDUIT. 3.5. SIZE CONDUIT AS NOTED OR ACCORDING TO CODE WHICHEVER IS GREATER WITH 0.75" MINIMUM. 3.6. INSTALL DIFFERENT CABLE TYPES IN SEPARATE CONDUITS UNLESS NOTED OTHERWISE. SEPARATE CABLE TYPES OUTSIDE OF CONDUIT BY 12" MINIMUM. 3.7. ALL CONDUITS WITH OR WITHOUT CABLES SHALL HAVE A PULL STRING. NO SCALE NO SCALENO SCALE NO SCALE NO SCALE 4 M 6 TY P I C A L O U T L E T H E I G H T 5' - 0 " A F F NOTESQTYSYM DESCRIPTION 2-1/8" DEEP, SINGLE GANG BOX MOUNTED AT ELECTRICAL OUTLET HEIGHT, OR AS NOTED M 3-1/4" DEEP, 4-11/16" SQUARE BOX W/ 5/8" DEEP, DOUBLE GANG PLASTER RING MOUNTED AT ELECTRICAL SWITCH HEIGHT 3-1/2" DEEP, TRIPLE GANG MASONRY BOX ORIENTED W/ LONG DIMENSION VERTICAL AS SHOWN IN WALL AT +5'-0" ABOVE FINISHED FLOOR IR 2-1/8" DEEP, DOUBLE GANG BOX SURFACE MOUNTED ON CEILING CC SM 2-1/8" DEEP, SINGLE GANG BOX SURFACE MOUNTED 2-1/8" DEEP, DOUBLE GANG BOX MOUNTED AT ELECTRICAL OUTLET HEIGHT OR AS NOTED W/ 5/8" DEEP, SINGLE GANG PLASTER RING 2-1/8" DEEP, DOUBLE GANG BOX MOUNTED AT FIRE ALARM PANEL W/ 5/8" DEEP, SINGLE GANG PLASTER RING, OR AS NOTED 2-1/8" DEEP, SINGLE GANG BOX W/ 5/8" DEEP, SINGLE GANG PLASTER RING FLUSH MOUNTED IN 3-1/4" DEEP, 4-11/16" SQUARE BOX W/ 5/8" DEEP, DOUBLE GANG PLASTER RING MOUNTED AT ELECTRICAL SWITCH HEIGHT SEE DETAIL 4/TA501 SVM V CP CONTROL PEDESTAL, STUB CONDUITS THROUGH FLOOR A 2-1/8" DEEP, SINGLE GANG BOX MOUNTED IN RECESS FOR ORGAN CONSOLE CM AV EQUIPMENT CABINET W/ 12"x12"x4" METAL JUNCTION BOX RECESSED IN WALL1 CABINET FURNISHED AND INSTALLED BY AV INSTALLER, SEE DETAILS /ET601, /ET602, /ET602, 1/TA501 FB2 ELECTRICAL SYSTEM EQUIPMENT LIST SEE DETAIL 1/ET601 AND /ET601 CAMERA ENCLOSURE 2-1/8" DEEP, SINGLE GANG BOX MOUNTED IN VERTICAL FACE OF RISER WIREMOLD RFB-9-OG FSR FL-500P-4-B / FL-500-X / FL-GRD4 1 CLEAR TOUCH CTS-WMNTB-RL45 PAINT TO MATCH WALL, FURNISHED BY DIV 27, INSTALLED BY DIV 26 OFP OFP OFP 1 1 OFP OFP OFP OFP SEE DETAIL /ET6011 SEE DETAIL /ET601OFP SEE DETAILS /ET6011 OFP OFP OFP OFPS OFPSPEAKER ENCLOSURES OFPS MANUFACTURER'S NAMES AND TELEPHONE NUMBERS ARE LISTED IN THE SPECIFICATIONS A/R = AS REQUIRED, OFP = OBTAIN FROM PLANS FURNISHED BY DIVISION 27, INSTALLED BY DIVISION 26, SEE DETAIL /ET601 OFPWALL FIELD, PRE-TREATED PAINTED 0.75" PLYWOOD FURNISHED AND INSTALLED BY DIVISION 26, SEE DETAIL SPEAKER MOUNTING RING OFPDATA EQUIPMENT RACK, SWING FRAME 2 OFPLARGE CAPACITY JUNCTION BOX, INCLUDING AT +6'-0" ABOVE FINISHED FLOOR MON GENERAL PROJECT NOTES CHIEF PAC 525FCW, SEE DETAIL 1/ET602 FLANGET KIT AND COVER, MOUNTED IN WALL OFPMIN 3" DEEP TRIPLE GANG STEEL BOX, W/ 3/4" DEEP MUD RING, MOUNTED AT ELECTRICAL OUTLET HEIGHT CP4 OFP3-1/4" DEEP, 4-11/16 SQUARE BOX W/ 5/8" DEEP SINGLE GANG PLASTER RING MOUNTED AT ELECTRICAL OUTLET HEIGHT, OR AS NOTED HBR CP5 3-1/4" DEEP, 4-11/16 SQUARE BOX W/ 5/8" DEEP SINGLE GANG PLASTER RING MOUNTED AT ELECTRICAL SWITCH HEIGHT CEILING SV SEE DETAIL /TA501 COORDINATE WITH MILLWORK DETAILS ON ARCHITECTURAL SHEETS SPEAKER MOUNTING RING FURNISHED BY DIVISION 27, INSTALLED BY DIVISION 26, SEE DETAIL /ET601 FURNISHED BY DIVISION 27, INSTALLED BY DIVISION 26, SEE DETAIL /ET601 COORDINATE WITH MILLWORK DETAILS ON ARCHITECTURAL SHEETS FLOOR BOX, MIN. 4" DEEP, STEEL, WITH ACCESSORIES REQUIRED TO INSTALL ON-GRADE ARCHITECT TO CHOOSE COLOR AND TYPE OF COVER CC IR 1 FB2 12"X12"X4" BOX 5/8" GYPSUM BOARD AND ACOUSTIC TILE CEILING SPEAKER AND GRILLE 2x BLOCKING SEISMIC CABLE SECURED TO STRUCTURAL MEMBER DOG LEG 3-GANG JUNCTION BOX, INSTALL AT +5'-0" ABOVE FINISHED FLOOR (AFF) STUD FRAMING POWER CONDUIT FOR DUPLEX RECEPTACLE GROUNDING CABLE (CONNECTED TO RACK BY AV INSTALLER) UNSWITCHED 20 AMP OUTLETS RECESS BOX 1'-0" AFF IN WALL ADJACENT TO EQUIPMENT RACKS. "CP3" "POWER" 1" CONDUIT UNDER SLAB TO AV EQUIPMENT ROMEX- SEE POWER PLAN RACK #1 1" CONDUIT 3-GANG BOX FOR CC CONTROL (2) 1" CONDUITS STUBBED TO TECH ROOM 154. PROVIDE PULL STRING AND LABEL NOTE: CONDUIT SHOWN FOR WIREMOLD DEVICE. COORDINATE REQUIRED CONDUIT CONNECTIONS IF FSR FLOOR BOX INSTALLED SEE DETAILS FURNISHED AND INSTALLED BY DIVISION 27 SEE DETAILS /ET602, /ET602, /TT60 3-1/4" DEEP, 4-11/16 SQUARE BOX W/ DOUBLE GANG PLASTER RING MOUNTED AT ELECTRICAL OUTLET HEIGHT OFPCP3 2-1/8" DEEP, TRIPLE GANG BOX, MOUNTED ON PULPIT SIDE CP1 CP2 OFP SEE DETAIL 8/TA501 COORDINATE WITH MILLWORK DETAILS ON ARCHITECTURAL SHEETS COORDINATE EXACT LOCATION WITH FIRE ALARM INSTALLER CP6 CP7 CP8 L M FB1 HUBBEL CFB7G6 FSR FL-500P-6-B/FL-55-X/FL-GRD4 (IF REQUIRED) FLOOR BOX, MIN. 6" DEEP, STEEL, WITH ACCESSORIES REQUIRED TO INSTALL ON-GRADE ARCHITECT TO CHOOSE COLOR AND TYPE OF COVER OFP OPERABLE WALLCABLE AND CONDUIT 18" PIGTAIL ON CABLE SURFACE MOUNTED JUNCTION BOX - INSTALL WHERE IT WILL NOT INTERFERE WITH OPERATION OF OPERABLE PARTITION INFRARED BEAM PATH INFRARED DETECTORS AND COVER PLATES BY DIVISION 27 POWER CONDUIT FOR DUPLEX RECEPTACLE 1" CONDUIT FOR DATA CABLING STUBBED TO TECHNOLOGY ROOM 145 (1) 1.25" CONDUIT & (1) 1" CONDUIT STUBBED TO MECHANICAL PLATFORM ABOVE AV EQUIPMENT ROOM FOR FUTURE AV CONNECTIVITY. ROUTE THROUGH WALL ON GRID LINE 'G'. PROVIDE PULL STRING AND LABEL 1.25" CONDUIT FOR LOCAL AV SYSTEM. CONNECTED TO MONITOR JUNCTION BOX NOTE: CONDUIT SHOWN FOR WIREMOLD DEVICE. COORDINATE REQUIRED CONDUIT CONNECTIONS IF FSR FLOOR BOX INSTALLED HIGH COUNCIL 129 FLOOR BOX DETAIL M 3 SACRAMENT TABLE MICROPHONE DETAIL NO SCALE SM SM NOTE: 1. SURFACE MOUNTED BOX ON SIDE OF TABLE BEHIND 3/4" SUPPORT. SACRAMENT TABLE MICROPHONE EXTENSION CABLE TO BE INSTALLED BY DIVISION 27 INSTALLER CONDUIT STUB COUPLER CONDUIT 6. 0 8 " SIDE VIEW BOTTOM VIEW 1 EA, 1" C 1 EA, .75" C 1 EA, 1" C 1 EA, 1.25" C 1-GANG 2-GANG 4-GANG 6" 4 GANG PLATE 1 & 3 GANG PLATES 1 EA, .75" C, AND 1 EA, 2" C 2 EA, 2" C LEVELING FEET TOP OF FLOOR BOX COVER MUST BE FLUSH WITH FINISHED FLOORCARPET PILE POURED CONCRETE FLOOR (VOICE/DATA) (POWER) (AV) (AV) NOTE: 1. FSR FL-500-6 OR HUBBELL CFB7G6. COORDINATE BOX COVER WITH ARCHITECT. 6 ROSTRUM 145 AV CONNECTIONS FLOOR BOX DETAIL NO SCALE FB1 1-GANG 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 3/ 2 8 / 2 0 2 3 6 : 0 4 : 4 6 P M ET601 AV ROUGH-IN SCHEDULES, NOTES, DETAILS, AND DIAGRAM 10 W a r d S t a k e C e n t e r R e x b u r g I D Ma r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D P r o j e c t : 21 0 9 -- N o v 2 0 2 2 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n /ET60 , /ET60 AND SEE DETAIL /TA501 , /ET60 SEE DETAIL /ET601 4 52 2 2/TA502, 3/TA502 5 6 7 9 1 4 3 2 6 2/ET602 5 5 5 32 7 1 8 2 3 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1 2 2 TECH ROOM 154 DETAIL 3 TECH 154 WALL ELEVATION 1 WALL MOUNTED FLAT PANEL DETAIL NO SCALE NO SCALE NO SCALE 72 " A F F MON PROVIDE (1) 1.5" CONDUIT UNDERGROUND FOR EACH TELCO PROVIDER ON SITE. REFER TO UTILITY SITE PLAN FINISHED CEILING 12" LADDER RACK MOUNTED AT MINIMUM 6" ABOVE AV EQUIPMENT RACKS AND INTO EACH WALL PROVIDE D RINGS AS REQUIRED. TYPICAL TELCO DEMARC SHELF FOR MODEM 110 PUNCH DOWN FIELD SPACE FOR ADDITIONAL WALL MOUNTED DEVICES VOICE/DATA CONDUIT STUBS IN THIS AREA, STUB 4" ABOVE FINISH FLOOR NEXT TO WALL GROUNDING WIRE, 2 AWG THHN WITH GREEN INSULATOR GROUNDING WIRE WITH 1 " CONDUIT TO MAIN BUILDING GROUND GROUNDING BUS BAR, 2"x12" PROVIDE 6 AWG THHN WITH GREEN INSULATOR GROUNDING WIRE WITH GREEN INSULATOR TO EACH RACK, TO LADDER, RACK, AND TO SATELLITE GROUNDING BLOCK. PROVIDE GROUND AS REQUIRED BY TELCO PROVIDER TO DEMARC EQUIPMENT DATA RACK (HINGE ON RIGHT) COVER WALL WITH FIRE-TREATED PAINTED PLYWOOD AV CONDUIT STUBS BELOW AV RACK FINISHED FLOOR WALL LARGE SCREEN MONITOR AND MOUNT LARGE SCREEN MONITOR MOUNT LARGE CAPACITY JUNCTION BOX STRUCTURAL BACKING, TYPICAL 4 MULTI-PURPOSE ROOM - REAR WALL ELEVATION DETAIL5MULTI-PURPOSE ROOM - FRONT ELEVATION DETAIL NO SCALENO SCALE TY P I C A L O U T L E T H E I G H T TY P I C A L S W I T C H H E I G H T TY P I C A L S W I T C H H E I G H T TY P I C A L O U T L E T H E I G H T "CP5" "POWER" 3/4" CONDUIT UNDER SLAB TO AV EQUIPMENT RACK #1 3/4" CONDUIT TO EQUIPMENT PLATFORM "SV" "CP4" "POWER" 3/4" CONDUIT UNDER SLAB TO AV EQUIPMENT RACK #1 "MON" FLAT PANEL MONITOR SEE POWER PLAN ROMEX- SEE POWER PLAN "SV" 1.25" CONDUIT TO JUNCTION BOX FOR "MON" CONNECTIONS ENSURE CLEAR OF BULLETIN AND CHALKBOARD FINISHED CEILING 1" CONDUIT TO EQUIPMENT PLATFORM 3/4" CONDUIT TO EQUIPMENT PLAFORM STUB TO EQUIPMENT PLATFORM POWER OUTLET MONITOR BACK BOX 6 ET601 2 ET602 Tech 154 LADDER RACK, (TYP) EQUIPMENT CABINET, (TYP) STUB CONDUIT INTO REAR OF EQUIPMENT RACK. PROVIDE PLASTIC BUSHINGS ON CONDUIT END. STUB 4" ABOVE FINISHED FLOOR 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 3/ 2 8 / 2 0 2 3 6 : 0 4 : 4 6 P M ET602 AV ROUGH-IN DETAILS 10 W a r d S t a k e C e n t e r R e x b u r g I D Ma r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D P r o j e c t : 21 0 9 -- N o v 2 0 2 2 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 'HBR2' Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w PUSH PUSH PUSH PUSH PUSH 8 NORTH CHAPEL PULPIT CONNECTION DETAILS 1 EQUIPMENT RACK ELEVATION AND DETAILS 2 CONNECTION PANEL #10 3 HELP DESK PANEL 4 MOTHERS ROOM CONTROLLER 9 CHOIR MIC CONNECTION PANEL DETAIL 'CM' 7 CONNECTION PANEL #11 5 SOURCE & VOLUME CONTROL DETAIL NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE 0 10 HDMI IN OUTPUTS AUX INPUTS VOLUME HBT HBR 1 CP10 HDP SVM 501-3560 FOR ASSISTANCE WITH WEBCASTS OR SATELLITE BROADCASTS CALL: 1-800-453-3860 EXT. 2-3454 PROPERTY #: ENGRAVED TEXT WITH CONTRASTING COLOR MACHINE PRINTED LABEL 1RU RACK PANEL SINGLE GANG FACEPLATE WITH DECORA INSERT DATA JACK BY 27 1501. SEE DETAIL /TT601 SINGLE GANG FACEPLATE WITH DECORA INSERT RCA CONNECTORS 3.5MM CONNECTOR TRIPLE GANG FACEPLATE WITH DECORA INSERTS 3.5MM TRS CONNECTOR TRIPLE GANG FACEPLATE WITH DECORA INSERTS RECORD OUT LINE LEVEL VOLUME CONTROL ENGRAVED TEXT W/CONTRASTING COLOR, TYPICAL DOUBLE GANG FACEPLATE WITH DECORA INSERT VOLUME CEILING PLAN VIEW (ABOVE RACK) 12" LADDER RACK MOUNTED AT MINIMUM 6" ABOVE AV EQUIPMENT RACKS AND INTO EACH WALL EQUIPMENT RACK 12" LADDER RACK MOUNTED ABOVE EQUIPMENT RACK. SECURE LADDER BACK TO WALL AT EACH END 4 EACH 2.5" CONDUITS STUBBED TO MECHANICAL MEZZANINE MOUNT FRONT DOOR ON THIS SIDE 3 EACH 2" CONDUITS STUBBED TO MECHANICAL MEZANINE RECESS RACK RAILS 3" SUCH THAT DOOR CAN BE SHUT AND LOCKED STUB CONDUITS FROM BELOW AND ALLOW APPROXIMATELY 2" INTO DASHED AREA OF EQUIPMENT RACK EQUIPMENT RACK PLAN VIEW (BELOW RACKS) CONDUITS SHALL STUB 2" ABOVE FINISHED FLOOR FINISHED FLOOR LEGEND: RU= RACK MOUNT UNIT STUB CONDUITS FROM BELOW INTO EQUIPMENT RACK FRONT VIEW BOLT RACK TO FLOOR MON (6RU) PA9-PA16 (2RU) PA1-PA8 (2RU) ALS (1RU) TVSS (1RU) TVSSE (1RU) ADSP (1RU) HBDA (1RU) HBA4 (1RU) VS (2RU) SHELF (1RU) SHELF (3RU) CP10 (3RU) DRAWER (3RU) WALL SPACE BLANK (1RU) BLANK (1RU) BLANK (2RU) BLANK (1RU) BACK WALL BACK WALL ST R E A M I N G C H O I R C O N N E C T I O N SINGLE GANG FACEPLATE WITH DECORA INSERT XLR-F CONNECTOR, TYPICAL ENGRAVED TEXT WITH CONTRASTING COLOR, TYPICAL IR REPEATER HDMI IN CP11 SINGLE GANG BLACK DECORA STYLE INSERT (TYP) ENGRAVED TEXT WITH CONTRASTING COLOR (TYP) CAMERA OUT 3RU RACK PANEL BLANK FILLER (TYP) CP11 (3RU) RR 3 PIN FEMALE XLR TYPE CONNECTOR HDMI OUT PROGRAM SV DOUBLE GANG FACEPLATE WITH DECORA INSERT SOURCE ENGRAVED TEXT W/CONTRASTING COLOR, TYPICAL 1 - OFF 2 - LOCAL 3 - OVERFLOW 4 - CH-NORTH 5 - CH-SOUTH VOLUME VOLUME CONTROL STREAMING CHOIR CONNECTION 3RU RACK PANEL SINGLE GANG BLACK DECORA STYLE INSERT (TYP) ENGRAVED TEXT WITH CONTRASTING COLOR (TYP) XLR-M TYPE LOCKING CONNECTOR (TYP)XLR-F TYPE CONNECTOR W U M CM CP1 CP2 CP2CP1 WHITE VINYL TAPE/ STICKER OVER PHOENIX CONNECTOR DATA JACK BY 27 1501 HDMI OUT AUDIO OUT MIC #2 MIC #1 ORGAN OUT CHAPEL MIX OUT STREAMING AUDIO IN STREAMING OUT 3.5mm TRS PHONE TYPE CONNECTION HDMI OUTPUT RSPK CHAPEL AUDIO CONTROL KP SOUTH CHAPEL REAR HDMI OUT SOUTH CHAPEL PULPIT HDMI OUT NORTH CHAPEL REAR HDMI OUT NORTH CHAPEL PULPIT HDMI OUT USB-C IN USB-C TYPE CONNECTOR SOUTH NORTH SINGLE GANG FACEPLATE WITH DECORA INSERT 3-POSITION TOGGLE SWITCH 6 SPEAKER SOURCE SWITCH NO SCALE L 1 2 3 4 5 6 SOURCE SWITCH SOURCE 1 - CH-NORTH 2 - CH-SOUTH 3 - MPR-NW 4 - MPR-SW 5 - MPR-NE 6 - MPR-SE 1 2 3 4 5 6 SOURCE SWITCH 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 3/ 2 8 / 2 0 2 3 6 : 0 4 : 5 0 P M TA501 AV SYSTEMS DETAILS 10 W a r d S t a k e C e n t e r R e x b u r g I D Ma r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D P r o j e c t : 21 0 9 -- N o v 2 0 2 2 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 6 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 4 CONNECTION PANEL #6 2 CONNECTION PANEL #4 3 CONNECTION PANEL #5 1 CONNECTION PANEL #3 6 CONNECTION PANEL 'FB2' NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE DOUBLE GANG FACEPLATE WITH DECORA INSERT CP6 CP4 CP5 TRIPLE GANG FACEPLATE WITH DECORA INSERTS 3 PIN FEMALE XLR XLR-TYPE WHITE VINYL TAPE/STICKER OVER PHOENIX CONNECTOR CONNECTOR AUDIO IN COMBINATION MIC AND AUX INPUT HDMI OUTPUT M MW HBR TRIPLE GANG FACEPLATE WITH DECORA INSERT ENGRAVED TEXT W/CONTRASTING COLOR, TYPICAL HDMI CONNECTOR HDMI IN USB USB-A FEMALE TYPE CONNECTOR 3 PIN FEMALE XLR XLR-TYPE CONNECTOR AUDIO IN COMBINATION MIC AND AUX INPUT M MW TVI CP3 3.5mm TRS-TYPE CONNECTOR 3 PIN FEMALE XLR XLR-TYPE CONNECTOR AUDIO IN DOUBLE GANG FACEPLATE WITH DECORA INSERTS M I FB2 HDMI CONNECTOR HDMI IN USB USB-A FEMALE TYPE CONNECTOR ENGRAVED TEXT W/CONTRASTING COLOR, TYPICAL POWER LOCATION, SEE ELECTRICAL SHEETS NOTE: INSTALL NETWORK DATA JACK ON OPPOSITE SIDE OF BOX IN VERTICAL FACE PLATE BLANK FACE PLATE 7 CONNECTION PANEL #7 NO SCALE SINGLE GANG FACEPLATE WITH DECORA INSERT ENGRAVED TEXT W/CONTRASTING COLOR USB-C FEMALE CONNECTOR CP7 CAMERA USB DATA JACK BY 27 1501. SEE DETAIL /TT601 5 ROSTRUM 145 CONNECTION PANEL 'FB1' NO SCALE FB1 0 10 AUX INPUTS VOLUME RECORD OUT LINE LEVEL HDMI IN OUTPUTS M WUHBTHBR 4-GANG FACEPLATE WITH DECORA INSERTS 4-GANG FACEPLATE WITH DECORA INSERTS 3.5mm CONNECTOR RCA CONNECTORS 3.5mm TRS CONNECTOR WHITE VINYL TAPE/ STICKER OVER PHOENIX CONNECTOR HDMI OUTPUT 3-PIN FEMALE XLR CONNECTOR DATA JACK BY 27 1501. SEE DETAIL /TT601 HDMI IN HBT DATA JACK BY 27 1501. SEE DETAIL /TT601 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 3/ 2 8 / 2 0 2 3 6 : 0 4 : 5 2 P M TA502 AV SYSTEMS DETAILS 10 W a r d S t a k e C e n t e r R e x b u r g I D Ma r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D P r o j e c t : 21 0 9 -- N o v 2 0 2 2 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 6 6 6 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 4 M 6 AUDIO-VIDEO SYSTEM EQUIPMENT LIST SYM 12" LADDER RACK W/ WALL AND RACK ATTACHMENTS QTY A/R ACCEPTABLE TYPES CHATSWORTH 10250-712 MIDDLE ATLANTIC CLB-6 SOUND SYSTEM LINE LEVEL INPUT HDMI HD BASE T WALL RECEIVER SOUND SYSTEM OUT NS FW (X) WAP CHAPEL CONTROL PEDESTAL PLATE CULTURAL CENTER & SOUTH CHAPEL REMOTE CONTROL LDS STANDARD NETWORK SWITCH LDS STANDARD FIREWALL OFP OFP OFCI OFCI SDI TO HDMI CONVERTER OFP EMTECH MSC-U3 RU MICROPHONE STAND, FLOOR TYPE DECIMATOR 12G-CROSS QSC TSC-50-G3 W/ 3-GANG 1/16" METAL BLACK ANODIZED MOUNTING PLATE SEE ARCHITECTURAL MILLWORK DETAILS QSC TSC-50W-G3 OWNER FURNISHED-INSTALLED BY DIV 271501, SEE DETAIL TT601 OWNER FURNISHED-INSTALLED BY DIV 271501, SEE DETAIL TT601 DATA OUTLET- FURNISHED AND INSTALLED BY STRUCTURED CABLING CONTRACTOR (X) = NUMBER OF DATA CONNECTIONS VOICE OUTLET- FURNISHED AND INSTALLED BY STRUCTURED CABLING CONTRACTOR DATA PATCH PANEL - FURNISHED AND INSTALLED BY STRUCTURED CABLING CONTRACTOR FLAT SCREEN TV, 19", FRONT PANEL CONTROLS ACCESSIBLE FROM FRONT WITH RACK MOUNT SHELF OR PANEL APPROPRIATE VESA MOUNT LOUDSPEAKER ENCLOSURE 4" LOUDSPEAKER LOUDSPEAKER GRILLE 4" LOUDSPEAKER LOUDSPEAKER GRILLE LOUDSPEAKER ENCLOSURE MON 6" LOUDSPEAKER LOUDSPEAKER ENCLOSURE LOUDSPEAKER GRILLE FLAT SCREEN TV, 65" OFP OFP OFP OFP OFP OFP OFP OFP SEE TT601 1 SEE TT60 TOTEVISION LED 1562 HDR OR APPROVED EQUIVALENT 2 COMMUNITY D4 W/D4NCB JBL CONTROL 14C/T W/ MTC-24NC LOWELL ES-42T W/ ES-4-RIB ATLAS SOUND FC104T72 LOWELL JR410-T470 ELECTRO-VOICE 205-4T LOWELL CN-4M ATLAS SOUND T720-4BT ATLAS SOUND E410 COMMUNITY D6 W/D6NCB JBL CONTROL 16C/T W/ MTC-26NC LOWELL ES-62T W/ ES-6-RIB OWNER FURNISHED, CONTRACTOR INSTALLED AUDIO MIXER, DIGITAL SIGNAL PROCESSOR W/ POWER SUPPLY, I/O MODULES, RELAYS, AND ACCESSORIES AS REQUIRED. WITH MANUFACTURER'S DRAWING SHOWING DETAILED WIRING CONNECTIONS FOR THIS DESIGN. A/R QSC CORE 110F V2 W/ REFLECT LICENSE 2 YEAR PREPAID FOR CORE AND ALL PERIPHERALS AND SCRIPTING LICENSE 1. NO CHANGES SHALL BE MADE WITHOUT THE PROJECT ACOUSTICAL AND TECHNOLOGY CONSULTANT'S WRITTEN CONSENT. 2. REFER TO DRAWINGS FOR EXACT NUMBER OF COMPONENTS USED IF NOT SPECIFIED IN EQUIPMENT LIST. 3. SEE 'ET' SHEETS FOR DEVICE LOCATIONS AND COORDINATION. 4. SEE 'TT' SHEET FOR ADDITIONAL COORDINATION. 5. SECURE ALL LOUDSPEAKER ASSEMBLIES WITH SEISMIC RESTRAINTS. MOUNT ALL LOUDSPEAKER ASSEMBLIES IN SUSPENDED TILE CEILINGS ON TILE BRIDGES EVEN IF NOT SHOWN IN EQUIPMENT LIST. 6. MOUNT ALS ANTENNA VERTICALLY ON EQUIPMENT PLATFORM IN LOCATION CHOSEN TO PROVIDE MAXIMUM COVERAGE OF CHAPEL AND CULTURAL CENTER. GENERAL SHEET NOTES 1. CONNECT CHAPEL AND ROSTRUM SPEAKERS TOGETHER AT TERMINAL STRIP IN RACK. DISCONNECT CHAPEL SPEAKERS FOR FOLDING PARTITION TESTING. FLAT PANEL WALL MOUNT HD BASE T RECEIVER, FURNITURE MOUNT OFCI OFP PEERLESS AV HPF650, OWNER FURNISHED, CONTRACTOR INSTALLED EXTRON DTP2 R 211 2. UNLESS OTHERWISE NOTED, MODULES SHALL BE PURCHASED FROM MANUFACTURER LISTED, NOT CUSTOM MADE. COLOR OF INSERTS AND COVER PLATES TO MATCH ELECTRICAL DEVICES. 3. 'TVSSE' DEVICES CAN PROVIDE EMAIL NOTIFICATION W HEN POWER AND TEMPERATURE THRESHOLDS ARE EXCEEDED. SET EMAIL NOTIFICATIONS TO BE SENT TO FM PROVIDED EMAILS ADDRESS WHEN MANUFACTURE RECOMMENDED POWER AND TEMPERATURE LIMITS ARE EXCEEDED. 4. FURNISH SPEAKER ENCLOSURES AND TRIM RINGS TO DIVISION 26 INSTALLER FOR INSTALLATION. 5. REFER TO A SHEETS FOR COORDINATION OF ITEMS MOUNTED IN WOOD MILLWORK. DRAWER SHELF DATA RACK, SWING FRAME 1 1 OFP SEE TT601 IR HUB INFRARED DETECTORS COVER CABLE W/ LIGHT COLORED TUBING INFRARED RECEIVER W/ HUB, POWER SUPPLY, AND FLASHER CAMERA, PTZ, IP STREAMING & CONTROL, CMOS, SDI, WHITE W/ MOUNT INSTALLED HDMI INTERCONNECT CABLE, 3' INSTALLED HDMI INTERCONNECT CABLE, 6' HDMI CABLE, 15 FEET, FOR OWNER HDMI CABLE, 50 FEET, FOR OWNER AV EQUIPMENT CABINET, FLOOR STANDING W/ BACK DOOR, SIDE PANEL AND REAR RACK RAILS OFP A/R OFP A/R A/R 4 2 OFP VOLUME CONTROL MODULE SOURCE SWITCH, 3-POSITION ROCKER ASSISTED LISTENING SYSTEM 2 A/R OFP OFP OFP OFP HDMI DISTRIBUTION AMPLIFER, 2 PORT SHELF HDBASET DISTRIBUTION AMPLIFER, 4 PORT HD BASE T WALL RECEIVER HD BASE T RECEIVER, RACK MOUNT HDMI HD BASE T WALL TRANSMITTER OFP OFP OFP OFP OFP EXTRON RSB 123 EXTRON DTP HD DA4 4K 330 EXTRON DTP R HWP 4K 331 D EXTRON DTP2 R 211 EXTRON DTP2 T 201D EMTECH MSC-W3 RU RCI LDS002-RCI-M-B EXTRON DTP R HWP 4K 331 D 8'-0" PEDESTRIAN STRIP 2 TECHFLEX DRN 3.00BK ATLAS SOUND MS-20E W/PB21 XEB KONIG AND MEYER 210/9 LISTEN MH-01-01 PROGRAM ALL RECEIVERS TO WORK WITH BOTH TRANSMITTERS RG-58 50Ω COAX CABLE EMTECH MSC-V10 OR V35 AS APPROPRIATE FOR SPEAKER LOAD EMTECH MSC-S WITH CUSTOM LABEL, SEE DETAIL 4/TA501 EMTECH BLU-IR ATLAS M-1AJW, M-1CB4B, F-1, OR EQUAL HDMI HIGH SPEED CONNECTION PANEL "FB2"1 CONNECTION PANEL #3 OFP CONNECTION PANEL #5 OFP CONNECTION PANEL #4 OFP MICROPHONE,GOOSENECK. INSTALL ON MPR PULPITS WITH METAL PLATE-MOUNTED FEMALE XLR WIRED TO MALE XLR INSIDE PULPIT IN WIREMOLD BOX. 10'-0" MICROPHONE EXTENSION CABLE W/ BLACK CONNECTORS 15'-0" MICROPHONE EXTENSION CABLE W/ BLACK RIGHT ANGLE MALE CONNECTOR FOR PRIMARY ROOM MICROPHONE AUDIO TECHNICA U855QL W/ CABLE, JUNCTION BOX, AND RCILDS0002-RCI-PMJ CONQUEST B84-10 WHIRLWIND MK410 CONQUEST B84-15 WHIRLWIND MK415 CONNECTION PANEL #11 1 OFP MICROPHONE, SACRAMENT TABLE MICROPHONE, CHAPEL PULPIT EXTRON DA2 HD 4K 50'-0" MICROPHONE EXTENSION CABLES W/ BLACK CONNECTORS 25'-0" MICROPHONE EXTENSION CABLES W/ BLACK CONNECTORS MICROPHONE, GENERAL USE 2 CONQUEST B84-50 WHIRLWIND MK450 CONQUEST B84-25 WHIRLWIND MK425 AUDIO-TECHNICA ATM610AS AKG D5-S AUDIO-TECHNICA ES905CLA CONNECTION PANEL #10 IVIE IM-10 EMTECH BLU-SM 1 LOWELL D9P-ID-3 OR AS APPROVED CUSTOM XLR INPUT CUSTOM DUAL XLR OUTPUTS CUSTOM HDMI AND 3.5mm TRS CONNECTION FABRICATED ON METAL DECORA INSERTS AS SHOWN ON 2/TA501 RDL D-PSP1 / PS-24AS LOWELL D9P-ID-3 OR AS APPROVED CUSTOM HDMI INPUT CUSTOM HDMI OUTPUTS CUSTOM USB-C INPUT CUSTOM IR REPEATER *CUSTOM DEVICES MUST BE FABRICATED ON METAL DECORA INSERTS AS SHOWN ON /TA501 EMTECH MSC-M OR RCI LDS002-MF-X (X=COLOR) EMTECH MSC-MW3 OR RCI LDS002-W-X (X=COLOR) EMTECH MSV-TVI OR RCI MI 9511 TRIPLE GANG DECORA SURROUND HDMI HIGHSPEED CABLE USB 3.0 CABLE SEE DETAIL 2/TA502 EMTECH MSC-M OR RCI LDS002-MF-X (X=COLOR) EMTECH MSC-MW3 OR RCI LDS002-W-X (X=COLOR) EXTRON DTP R HWP 4K 331 D TRIPLE GANG DECORA SURROUND SEE DETAIL 3/TA502 EMTECH MSC-M OR RCI LDS002-MF-X (X=COLOR) EMTECH MSC-I OR RCI MI9105 EXTRON DTP R HWP 4K 331 D TRIPLE GANG DECORA SURROUND SEE DETAIL 1/TA502 EMTECH MSV-TVI RCI MI9511 OR CUSTOM PLATE THAT INTERFACES WITH INSTALLED FLOOR BOX HDMI HIGHSPEED CABLE USB 2.0 CABLE MIDDLE ATLANTIC MRK-4426, WITH SPN-44-267, MW-LA, MW-LVRD-44 ATLAS 744-25, WITH SPS44-25, FRD-44 MIDDLE ATLANTIC UD3 ATLAS SOUND SD3-14 MIDDLE ATLANTIC SS LOWELL RSD-116 SEE DETAIL / TT60 GENERAL PROJECT NOTES MANUFACTURER'S NAMES AND TELEPHONE NUMBERS ARE LISTED IN THE SPECIFICATIONS A/R = AS REQUIRED, OFP = OBTAIN FROM PLANS, OFCI = OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT SYM DESCRIPTION HIGH IMPACT NYLON COVER PLATES FOR ALL DECORA STYLE AV MODULES, NUMBER OF GANGS AS REQUIRED. COLORS TO MATCH NEARBY ELECTRICAL DEVICES MICROPHONE INPUT, DUAL, W/ CUSTOM LABEL ORGAN INPUT, CABLE MOUNTED MICROPHONE CONNECTOR OFP OFP EMTECH MSC-D, SEE DETAIL 9/TA501 SWITCHCRAFT A3FB NEUTRIK NC3FX-BAG IT TVSSE SURGE SUPPRESSOR AND SWITCHER IP ENABLED W/ UL LISTED PLUG STRIP (IN ADDITION, PROVIDE TVSS FOR TT SHEETS) POWER STRIP, UL LISTED NON SEQUENCING SURGE SUPPERESSOR OFP STANDARD TERMINAL STRIP ISOLATION TRANSFORMER A/R A/R RDL TX-1A PRO CO LOT-1 MIDDLE ATLANTIC RLINK P920R-SP/ RLINK-CONT/RLINK-TEMP 6 OUTLET POWER STRIP OR EQUAL OFP MICROPHONE INPUT MODULE QTY OFP ACCEPTABLE TYPES HUBBELL OR LEVITON SYM OFP EMTECH MSC-M, (FOR 'SM' SEE DETAILS /ET601 AND ARCHITECTURAL MILLWORK DETAILS) DESCRIPTION HELP DESK PANEL, 1 RU QTY 1 ACCEPTABLE TYPES CUSTOM LABELING, SEE DETAIL 3/TA501 CP1 CP2 HBR HBDA HDA HBR2 S2H CP CC DPP MON S S S HBR2 M SM CM A V RR IR ALS ADSP HDP TS TVSS CP10 CP11 CP4 CP5 CP3 FB2 MIDDLE ATLANTIC PD915R-SP A/R OFP OFP OFCI DESCRIPTION QSC INTERFACE OFP EMTECH QIF ORMADA CHIF-C110F (0010-998-1000)QIF RSPK RACK MONITOR SPEAKER, DECORA CONNECTION PANEL #6 OFP EXTRON DTP2 T 201D CUSTOM NETWORK JACKCP6 MICROPHONE INPUT MODULE OFP EMTECH MSC-M RCI LDS002-MF-X (X=COLOR) CLEAR TOUCH PL500 W/ CTS-WMNTB-RL45PTZ CONNECTION PANEL #7 OFP CUSTOM NETWORK JACK CUSTOM USB-C CONNECTION SEE DETAIL /TA502 CP7 HDMI MATRIX SWITCHER 10X8 EXTRON DTP CROSS POINT 108 4KVSOFP SV SOURCE & VOLUME CONTROL 6-INPUT, 70V LOWELL CS650-DW LABEL ACCORDING TO DETAIL /TA501 OFP SOURCE & VOLUME CONTROL 6-INPUT, 70V, MOTHER'S ROOM LOWELL CS650-DW LABEL ACCORDING TO DETAIL /TA501 OFPSVM M 4 4 2 2 2 2 2 2 L CONNECTION PANEL "FB1"1 EXTRON DTP R HWP 4K 331 D EXTRON DTP2 T 201D CUSTOM NETWORK JACK EMTECH MSC-M OR RCI LDS002-MF-X (X=COLOR) EMTECH MSC-MW3 OR RCI LDS002-W-X (X=COLOR) EMTECH MSC-U3 RU QUAD-GANG DECORA SURROUND SEE DETAIL /TA502 FB1 OFP RAZER RIPSAW HDSTRHDMI TO USB CONVERTER OFP QSC TSC-50-M3CHAPEL MEDIA SELECTOR TOUCH SCREENKP 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 3/ 2 8 / 2 0 2 3 6 : 0 4 : 5 2 P M TA601 AV SYSTEMS SCHEDULES AND NOTES 10 W a r d S t a k e C e n t e r R e x b u r g I D Ma r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D P r o j e c t : 21 0 9 -- N o v 2 0 2 2 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n GPIO GPIO EXPANDER OFP QSC QIO-GP8X8 I/O EXP QSC I/O EXPANDER, 4X MIC/LINE INPUTS OFP QSC QIO ML4i AMPLIFIER, 8 CHANNEL W/ 8 LINE INPUTS PA1-PA8, PA9-PA16 OFP QSC CX-Q 4K8 OR QSC DPA-4K8Q EITHER IS APPROVED, BASED ON AVAILABILITY PA CUSTOM NETWORK JACK *CUSTOM DEVICES MUST BE 5 4 1 3 7 1 7 7 5 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 1.WHERE MULTIPLE DEVICES ARE SHOWN ON A SINGLE 'TVSSE' OUTLET, PROVIDE PLUG STRIPS AS REQUIRED. 2.QSC 'CP' AND 'CC' CONTROLLERS MUST BE CONNECTED TO POE PORTS. 3. HDBASE T AND QSC DEVICES ARE IP COMMUNICATIONS PROTOCOL DEVICES. TWISTED PAIR CABLES MUST MEET STANDARDS DEFINED IN THE HORIZONTAL COMMUNICATIONS SPECIFICATIONS. 4. N/C INDICATES NO CONNECTION. 5. ADSP AND CONTROL/LOGIC WIRING IS GENERIC. SEE MANUFACTURER'S INSTRUCTION SHEET FOR WIRING DETAILS. 6. USE DHCP FOR IP ADDRESS ASSIGNMENT. 7.CONFIGURE NETWORK SWITCH FOR PROPER NETWORK ZONES. NETWORK PORTS CONNECTED TO CONVENIENCE OUTLETS AND QSC DEVICE B PORTS SHALL BE CONFIGURED FOR PUBLIC ACCESS. ALL OTHER AV AND FACILITIES DEVICES SHALL BE CONNECTED TO PORTS CONFIGURED FOR FACILITIES ZONE ACCESS. 8.CONFIGURE 'VS' LOOPOUT TO MIRROR INPUT 7. 9. DO NOT JUMPER DOORS ON QIF. IR IS CONFIGURED IN SOFTWARE. 2 CONTROL/LOGIC RISER DIAGRAM 1 VIDEO SYSTEM RISER DIAGRAM GENERAL SHEET NOTES NO SCALE NO SCALE HDMI SDI CP11 ROSTRUM 152 CHAPEL 151 HDMI HDA HDMI HDMI HDMI S2H HDMI HDA POWER SUPPLY DISPLAY PORT 4 3 1 5 HDMI 2 VS HDMI EQUIPMENT RACK #1 CP2 ROSTRUM 152 MON ETHERNET VS DPP EQUIPMENT RACK #1 EQUIPMENT RACK #2 (SEE TT602) NS TVSS NS FW 120 VAC B A HBR2 PULPIT MOTOR CONTROL FIRE ALARM MUTE RELAY PS HDA HDA4 HBDA DOOR 2 GPIO POWER RELAY TVSSE MON SWITCHED ALS ADSP NS PA TYP. SWITCHED CP1 CP6 HDMI HDMI CP CC ROSTRUM 152 CULTURAL CENTER 150 CP11 ETHERNET ETHERNET HBDA ETHERNET ETHERNET ETHERNET ETHERNET QIF HBR2 HAI IRIR ETHERNET ETHERNET RR CP10 PA ETHERNET CP10 ETHERNET ETHERNET ALL VIDEO EQUIPMENT ETHERNET USB CP7 DOOR 3-SKYFOLD WALL CONTROL DOOR 1-SKYFOLD WALL CONTROL ADSP ETHERNET ETHERNETI/O EXP UNSWITCHED UNSWITCHED TYP. TYP. TYP. ETHERNET ETHERNET CC CULTURAL CENTER 147 CCROSTRUM 145 HBDA ETHERNET PA ETHERNET KP 10.THE SKYFOLD WALL CONTROL MODULE IS EQUIPPED WITH DRY CONTACTS WHICH IDENTIFY WHEN THE DOOR IS "UP" OR "DOWN". WHEN THE WALL IS AT LOWER LIMIT, PINS 1+2 CLOSE; WHEN THE WALL IS AT UPPER LIMIT, PINS 3+4 CLOSE. PROGRAM ADSP SO THAT WHEN PINS 1+2 CLOSE, CULTURAL CENTER AUDIO IS SEPARATED FROM CHAPEL AND WHEN PIN 3+4 CLOSE, CHAPEL AUDIO OVERFLOWS INTO CULTURAL CENTER. HBR2 HDMI HDA HDMI CHAPEL 146 HDMI HDA HDMI 6CP6 HDMI HBR2 HDMI HDA HDMI 7 HDMI HBR2ROSTRUM 145 FB1 N/C 8-10 1 2 CP10 STR HDMI PATCH CORD HDMI3 HDBaseT4 ROSTRUM 145 HDBaseT5 HIGH COUNCIL ROOM 129 HDBaseT FB1 MON HDMIHBR2 HDMI+USBFB2 ROOM 121MON HDMIHBR2 HDMI+USBCP4 HBDA HDMI HDBaseT HDBaseT CP5 ROSTRUM 117 HDBaseT CP5 CULTURAL CENTER 150 HDBaseT HBR CULTURAL CENTER 150 1 2 3 4 ROOM 169MON HDMIHBR2 HDMI+USBCP4 HBDA HDMI HDBaseT HDBaseT CP5 HDBaseT CP5 CULTURAL CENTER 147 HDBaseT HBR 1 2 3 4 ROOM 173 CULTURAL CENTER 147 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 3/ 2 8 / 2 0 2 3 6 : 0 4 : 5 2 P M TA602 AV SYSTEMS DIAGRAMS 10 W a r d S t a k e C e n t e r R e x b u r g I D Ma r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D P r o j e c t : 21 0 9 -- N o v 2 0 2 2 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 6 7 8 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 6 MM MMSM CP 1 MM M A AD S P PA PA 1 MI C LE F T R O S T R U M RI G H T R O S T R U M 2 3 4 NO R T H RO S T R U M MI C PU L P I T S I D E NO R T H CU L T U R A L CE N T E R SA C R A M E N T T A B L E PU L P I T 5 6 7 8 FL E X 1 FL E X 2 CP 2 VS AUDIO BREAK IN AUDIO BREAK OUT 1 2 2 L/ R 3 4 N/ C N/ C 1 CP 1 0 NO R T H RO S T R U M OU T 6 NO R T H C H A P E L M I X O U T OU T 5 OU T 2 OU T 1 AU X N/ C FL E X 3 N/ C OR G A N NO R T H O R G A N O U T 4 N/ C SA C R A M E N T T A B L E MI C PU L P I T FL E X 5 FL E X 6 FL E X 7 FL E X 8 OU T 4 OU T 3 TO F B 1 O N R O S T R U M 1 4 5 SO U T H CH A P E L NO R T H RO S T R U M EQ U I P M E N T R A C K # 1 RO S T R U M 1 5 2 (T Y P I C A L O F 6 ) CU L T U R A L C E N T E R 1 4 7 (T Y P I C A L O F 9 ) CU L T U R A L C E N T E R 1 5 0 (T Y P I C A L O F 9 ) 1 2 CH A P E L 1 5 1 (T Y P I C A L O F 9 ) RO S T R U M 1 4 5 (T Y P I C A L O F 6 ) CH A P E L 1 4 6 (T Y P I C A L O F 9 ) 1 2 5 6 7 EA S T M U L T I - PU R P O S E R O O M 8 FO Y E R 1 8 4 HI G H C O U N C I L 1 2 9 (T Y P I C A L O F 2 ) EQ U I P M E N T R A C K # 1 N/ C N/ C N/ C AL S AL S 70 V PA 1 70 V PA 3 70 V PA 4 70 V PA 5 70 V PA 2 70 V PA 6 70 V PA 8 70 V PA 7 70 V PA 1 6 70 V PA 1 4 70 V PA 1 3 70 V PA 1 2 70 V PA 1 1 70 V PA 1 0 70 V PA 1 5 70 V PA 9 S 1 2 GENERAL SHEET NOTES M CM 6 N/ C 6 6 N/ C 6 6 I/ O E X P 2 3 N/ C 4 N/ C 1 RS P K OU T 7 OU T 8 TO C P 2 O N R O S T R U M 1 5 2 NO R T H CH A P E L HD M I LI N E CP 2 FR O M A D S P O U T P U T 2 CP 5 MI C CP 3 LI N E FL E X 4 N/ C CP 3 LI N E SO U T H RO S T R U M V 4 S S S S S S LE F T R O S T R U M M RI G H T R O S T R U M 3 M MI C 4 W LI N E U FB 1 SO U T H RO S T R U M FR O M A D S P O U T P U T 4 MI C SO U T H CU L T U R A L CE N T E R CP 5 MI C CP 3 LI N E MI C / A U X SE R V I N G A R E A 1 7 4 V 4 S V S V 4 V S 4 FO Y E R 1 1 1 V S 4 SE R V I N G A R E A 1 1 5 SV M V SV M V SV N/ C V SV N/ C V SV N/ C V SV N/ C MA S K I N G (T Y P I C A L O F 1 3 ) M S MP R S E MP R N E MP R S W MP R N W CH 2 CH 1 S 4 MO T H E R ' S R O O M 1 5 9 S 4 MO T H E R ' S R O O M 1 4 4 RO O M 1 2 1 (T Y P I C A L O F 2 ) L S 4 S 4 L S 4 S 4 RO O M 1 2 0 (T Y P I C A L O F 2 ) RO O M 1 1 9 (T Y P I C A L O F 2 ) RO O M 1 1 8 (T Y P I C A L O F 2 ) RO O M 1 7 2 (T Y P I C A L O F 2 ) L S 4 S L S 4 S 4 RO O M 1 7 1 (T Y P I C A L O F 2 ) RO O M 1 7 0 (T Y P I C A L O F 2 ) RO O M 1 6 9 (T Y P I C A L O F 2 ) 4 MI C CP 5 MI C / A U X MI C CP 4 MI C / A U X MI C CP 5 MI C / A U X MI C CP 4 MI C / A U X 3 4 W E S T M U L T I - PU R P O S E R O O M 1. N/C INDICATES NO CONNECTION. 2. ADSP & CONTROL/LOGIC WIRING IS GENERIC. SEE MANUFACTURER'S INSTRUCTION SHEET FOR WIRING DETAILS. 3. AV INTEGRATOR IS TO USE MOST CURRENT SOFTWARE/FIRMWARE ON ALL EQUIPMENT. SYSTEM MUST BE OPERATIONAL @ COMPLETION OF THE INSTALLATION AS PER SPECIFICATION 27-5117 SECTION 3.4 FIELD QUALITY CONTROL. 4. PROVIDE CONNECTIVITY REPORT @ COMPLETION OF THE INSTALLATION AS PER SPECIFICATION 27-1501 SECTION 3.2 FIELD QUALITY CONTROL. 5. PROVIDE COMPLETED DIGIDOC @ COMPLETION OF THE INSTALLATION AS PER 27-5117 SECTION 3.4 FIELD QUALITY CONTROL. SHEET KEYNOTES 1. AV INTEGRATOR IS TO USE MOST CURRENT SOFTWARE/FIRMWARE. MOST CURRENT SOFTWARE MUST BE INSTALLED @ TIME OF COMMISSION. 2. AV INTEGRATOR IS TO USE LATEST APPROVED OWNER'S DSP TEMPLATE. MODIFY AS NEEDED TO SUIT CURRENT PROJECT. 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 3/ 2 8 / 2 0 2 3 6 : 1 0 : 5 1 P M TA603 AV SYSTEMS DIAGRAMS 10 W a r d S t a k e C e n t e r R e x b u r g I D Ma r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D P r o j e c t : 21 0 9 -- N o v 2 0 2 2 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n MI C / A U X MM 4 5 6 7 8 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w STRUCTURED CABLING RISER DIAGRAM1NO SCALE TVSSE D D BMG D TVSS TVSS FB1 D ADDITIONAL OWNER PROVIDED FACILITY DEVICES SUCH AS AND LIGHTING CONTROL. VERIFY SYSTEMS WITH FM (TYP) D D D EQUIP RACK #1 WAP PATCH CORD DATA PATCH PANELS (DPP) PATCH CORDS NETWORK SWITCH (NS) 21 PATCH CORDS 120VAC EQUIPMENT RACK #2 FROM CABLE PROVIDER FROM TELCO CROSS CONNECT TELCO DEMARC DEMARC FIELD 110 BLOCK VOICE FIELD 110 BLOCK ISP MODEM ISP DEMARC 120VAC CROSS CONNECT WALL FIELD EQUIPMENT RACK #1 SEE TA602 FOR INFORMATION ON AV EQUIPMENT CONNECTED TO SWITCH. PROVIDE ALL REQUIRED PATCH CORDS TO AV INSTALLER 3 4 SECURITY, ACCESS CONTROL D D LIGHTING CONTROL D IRRIGATION CONTROLLER IRC D D CCCP D(2) 2 WAP SFP NETWORK FIREWALL (FW) RJ45 TO 110 BLOCK PATCH CABLE, 1EA., PER VOICE JACK GENERAL SHEET NOTES ACCEPTABLE TYPESSYM DESCRIPTION DPP TVSS WAP HWM FB S(X) IRC BMG C(X) L(X) H(X) M(X) AUDIO-VIDEO CABLE EQUIPMENT LIST DESCRIPTIONSYM SPEAKER CABLE, (X) INDICATES NUMBER OF CABLES, IF MORE THAN ONE MICROPHONE CABLE, (X) INDICATES NUMBER OF CABLES, IF MORE THAN ONE HDBASE T CABLE, BLACK JACKET, (X) INDICATES NUMBER OF CABLES, IF MORE THAN ONE LINE LEVEL CABLE, (X) INDICATES NUMBER OF CABLES, IF MORE THAN ONE CONTROL CABLE, WHITE JACKET (X) INDICATES NUMBER OF CABLES, IF MORE THAN ONE MANUFACTURER'S NAMES AND TELEPHONE NUMBERS ARE LISTED IN THE SPECIFICATIONS A/R = AS REQUIRED ACCEPTABLE TYPESQTY BELDEN 9451 WEST PENN 454 LIBERTY 22-1P-EZ OR AS APPROVED BY CONSULTANT BELDEN 8471 WEST PENN 225 LIBERTY 16-2C-GRY OR AS APPROVED BY CONSULTANT LIBERTY 22-1P-EZ BELDEN 9451 WEST PENN 454 OR AS APPROVED BY CONSULTANT WEST PENN 4246AF COMMSCOPE 1291B F/UTP BELDEN 10GX62F OR AS APPROVED BY CONSULTANT BELDEN 1872A WEST PENN 4246 LIBERTY 24-4P-L6-EN OR AS APPROVED BY CONSULTANT A/R A/R A/R A/R A/R THE FOLLOWING IS A PARTIAL LIST OF MATERIALS FOR THE DATA/PHONE SYSTEM. REFER TO SPECIFICATION 27 1501 FOR FULL REQUIREMENTS. VERIFY ALL PART NUMBERS WITH MANUFACTURER'S CATALOG NUMBERS AND NOTIFY CONSULTANT OF DISCREPANCIES PRIOR TO BIDDING. FURNISH MISCELLANEOUS HARDWARE NOT LISTED TO PROVIDE A COMPLETE SYSTEM. VOICE-DATA SYSTEM EQUIPMENT/CABLE LIST D(#) WIRELESS ACCESS POINT. OWNER STANDARD. INSTALL AT EACH 'WAP' LOCATION SHOWN ON ET102. PROVIDE WALL BRACKET AS SHOWN ON DETAIL 110 PUNCH DOWN BLOCK, CAT6 INTERNET SERVICE MODEM INTERNET FIREWALL, OWNER STANDARD BUILDING MANAGEMENT GATEWAY IRRIGATION REMOTE CONNECTION CAT 6 JACK-DATA BEZEL INSERTS DATA OUTLET BEZEL COMPATIBLE WITH FLOOR BOX NETWORK SWITCH, OWNER STANDARD HORIZONTAL WIRE MANAGER HORIZONTAL WIRE MANAGER SHALL NOT HAVE A DEPTH OF MORE THAN 3" CAT 6 J-HOOKS CAT 6 JACK-DATA (1) BEZEL INSERTS VOICE OUTLET SINGLE GANG BEZEL CAT 6 JACK-DATA (1 OR 2) BEZEL INSERTS DATA OUTLET SINGLE GANG BEZEL CAT 6 JACK-DATA (1) BEZEL INSERTS DATA OUTLET, WIRELESS ACCESS POINT SINGLE GANG BEZEL UL LISTED POWER STRIP SURGE SUPPRESSOR AND SWITCHER W/ UL LISTED PLUG STRIP STATION CABLE, DATA-CAT 6, DATA, BLUE JACKET (#) INDICATES NUMBER OF CABLES IF MORE THAN ONE PATCH PANEL, DATA, 48-PORT W/ CAT 6 INSERT, BLUE (QUANTITIES OF PORTS AS REQUIRED +25%) INTERNET SERVICE PROVIDER DEMARCATION POINT TELECOMMUNICATIONS PROVIDER DEMARCATION POINT ISP MODEM 110 BLOCK TELCO DEMARC ISP DEMARC OWNER FURNISHED-CONTRACTOR INSTALLED SEE SPECIFICATIONS 271501 OWNER FURNISHED-CONTRACTOR INSTALLED OWNER FURNISHED-CONTRACTOR INSTALLED SEE DETAIL /TT60 FURNISHED AND INSTALLED BY MECHANICAL CONTROLS CONTRACTOR FURNISHED AND INSTALLED BY IRRIGATION CONTRACTOR SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 SEE ET601 OWNER FURNISHED-CONTRACTOR INSTALLED SEE SPECIFICATION 271501 CADDY CAT32Z34 SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 6 OUTLET POWER STRIP OR EQUAL FURNISHED AND INSTALLED BY AV INSTALLER SEE SPECIFICATION 271501 SEE SPECIFICATION 271501 FURNISHED AND INSTALLED BY PROVIDER FURNISHED AND INSTALLED BY PROVIDER RACK MOUNT SHELF MIDDLE ATLANTIC U4 DATA RACK, SWING FRAME MIDDLE ATLANTIC SFR-20-18 SEE DETAILS /ET602 AND /TT60 NOTE: ALL PATCH PANELS AND ACCESSORIES SHALL BE BLACK IN COLOR 2 RACK MOUNT SHELF MIDDLE ATLANTIC U2 RACK MOUNT SHELF MIDDLE ATLANTIC U2 SEE SPECIFICATION 271501COPPER CAT 6 PATCH CABLES (INCLUDE CABLES LONG ENOUGH TO CONNECT TO EQUIPMENT IN EQUIPMENT CABINET RACK #1 AS NEEDED) P(X) A/R WEST PENN 6350 BELDEN 1694A OR AS APPROVED BY CONSULTANT HD-SDI CABLE, RG-6, (X) INDICATES NUMBER OF CABLES, IF MORE THAN ONE HDMI CABLE (X) INDICATES NUMBER OF CABLES, IF MORE THAN A/R BELDEN HD 800-XX LIBERTY HD 1000-XX OR AS APPROVED BY CONSULTANT ('XX' = LENGTH REQUIRED) A(X) A/R U(X) ONE USB CABLE, (X) INDICATES NUMBER OF CABLES, IF MORE THAN ONE USB 2.0 OR GREATER, PRE-MADE LIBERTY U026-20M OR AS APPROVED BY CONSULTANT NS FW WAP 1. LABEL ALL CABLE REGARDLESS OF LENGTH. 2. THE EQUIPMENT LABELING IDENTIFIED ON DETAILS IN THESE DRAWINGS ARE EXAMPLES ONLY. PRIOR TO FABRICATION, SUBMIT THE NOMENCLATURE FOR ALL CABLING AND EQUIPMENT TO THE CONSULTANT APPROVAL. 3. COIL 5' OF EXTRA CABLE AT THE TECHNOLOGY ROOM AND 18"' AT THE OUTLET FOR EACH CABLE RUN. 4. USE CADDY CLIPS OR BRIDLE RINGS FOR ALL CABLE OUTSIDE OF CONDUIT. GENERAL PROJECT NOTES ET601. 5. ALL CABLE AND UTP TO TERMINATE ON BOTH ENDS. 6. ALL VOICE-DATA OUTLETS ON WALLS SHALL BE MOUNTED WITHIN 6" OF A POWER OUTLET. IF CONTRADICTIONS ARISE ON PLANS, NOTIFY ENGINEER. 7. REFER TO SHEET ET101 AND ET102 FOR VOICE-DATA JACK LOCATIONS AND ROUTING OF AV CABLE. 8. EQUIPMENT RACK TO BE INSTALLED BY AV INSTALLER. 9. ALL VOICE-DATA CABLING AND EQUIPMENT SHALL BE INSTALLED ACCORDING TO DIVISION 27 1501. 10. INSTALL OWNER FURNISHED NETWORK EQUIPMENT SHOWN. AS PART OF INSTALLATION SET UP AND CONFIGURE DEVICES IN ACCORDANCE WITH OWNER REQUIREMENTS. COORDINATE WITH LOCAL FACILITIES MANAGER. 11. COORDINATE WITH FACILITIES MANAGER AND PROJECT MANAGER WELL IN ADVANCE OF PROJECT COMPLETION TO ENSURE INSTALLATION OF ALL OWNER FURNISHED EQUIPMENT IS INSTALLED AND SET UP PROPERLY. IN ADDITION, ENSURE OWNER PROVIDES INTERNET SERVICE TO BUILDING PRIOR TO FINAL INSTALLATION OF AV AND VOICE DATA EQUIPMENT. 12. INSTALL A DATA PATCH CABLE TO 'NS' FOR ALL DATA LOCATIONS SHOWN ON PLANS. 13. FURNISH AND INSTALL ALL AUDIO-VIDEO CABLE SHOWN. PROVIDE 3' EXTRA CABLE AT OUTLET END AND 15' EXTRA CABLE AT EQUIPMENT RACK. COIL AND LABEL. 14. INSTALL, PATCH IN, AND SET-UP OWNER FURNISHED WIRELESS ACCESS POINTS. 15. SEE "TA" AND "ET" SHEETS FOR DEVICE LOCATIONS AND ADDITIONAL COORDINATION. 16. ALL HORIZONTAL CABLING AND TERMINATION SHALL BE FROM SINGLE MANUFACTURER, AS NECCESSARY & PROVIDE EXTENDED SYSTEM WARRANTY OF 25 YEARS OR GREATER. 2 CC CP SEE SPECIFICATION 27 1501 INTERFACE BY AV INSTALLER, DATA CONNECTION BY DIVISION 27 1501 SEE TA601, TA602 AUDIO VIDEO USER INTERFACE NHP NETWORK HELP DESK PANEL 1RU RACK PANEL WITH CUSTOM LABELING SEE DETAIL /TT60 RF RF CABLE, 50 OHM, COAXIAL, RG-59 FOR ALS WEST PENN 25812 BELDEN 89907 A/R CAT6 DATA JACK 17.CABLE RUNS ORIGINATING FROM OUTSIDE THE RACK SHALL BE TERMINATED TO DPP, WITH PATCH CABLE TO NETWORK SWITCH. DEVICES IN THE SAME RACK AS THE NETWORK SWITCH MAY BE CABLED DIRECTLY TO THE NETWORK SWITCH. NET FIRE ALARM D CP10 D LC CONTROL CABLE FOR PULPIT LIFT MOTOR 3 CONDUCTOR, 20 AWG BELDEN 8772 WEST PENN 232 OR AS APPROVED BY CONSULTANT A/R A/R UC(X) USB-C CABLE, TERMIANTED AT EACH END, USB 3.2 COMPLIANT CABLE EXTRON USBC PRO/XX (OR APPROVED EQUIVALENT) FB2 DATA RACK ELEVATION 7 TYP DATA OUTLET 6 OUTLET PINNING DETAIL 4 CABLE LABEL DETAIL 5 PATCH PANEL DETAIL, 48-PORT, TYPICAL 3 HELP DESK PANEL 2 NO SCALE NO SCALE NO SCALENO SCALE NO SCALE NO SCALE 101 A 1-RU PANEL LABEL, (TYP) 2-RU PANEL = 2 RACK UNIT (3.50") NOTE: NUMBERS SHOWN ARE AN EXAMPLE. FINAL LABELING FOR PATCH PANEL AND OUTLETS SHALL MATCH SIGNAGE POSTED FOR ROOMS. CAT 6 INSERT, BLUE, TYPICAL ROOM POSITION (A, B, C, D) ROOM # PIN # RP/COLOR 5 T1-W/BL 4 R1-BL/W 1 T2-W/O 2 R2-0/W 3 T3-W/GR 6 R3-GR/W 7 T4-W/BR 8 R4-BR/W 1 2 3 4 5 6 7 8 RP4RP1RP2 RP3 BLANK FILLER, TYPICAL CAT 6 INSERT, DATA, TYPICAL OF QUANTITY INDICATED IN RISER, COLOR TO MATCH BEZEL TWO MODULE SPACE, 1/3 SIZE BEZEL INSERT, TYPICAL LABEL, STATION NUMBER (EXAMPLE ONLY) SINGLE GANG BEZEL, ARCHITECT TO SELECT COLOR 101 A BLANK (1RU) TVSS (1RU) BLANK (3RU) BLANK (2RU) HWM (2RU) NS (2RU) DPP (1RU) HWM (2RU) HORIZONTAL WIRE MANAGER HORIZONTAL WIRE MANAGER MIDDLE ATLANTIC SFR-20-18 NOTE: INSTALL RACK AT +42" AFF TO THE BOTTOM OF THE RACK. FW (2RU) NHP (1RU) BLANK (1RU) BLANK (2RU) B 105 A 105 B 110 A 110 B 130 FB 134 A 134 B 138 A 138 B 142 A 142 B 146 A 146 CAM 147 A 103 WAP 104 WAP 125 130 WAP 141 WAP 157 WAPWAP NHP FOR NETWORK CONFIGURATION/TROUBLE SHOOTING ISSUES CONTACT GLOBAL SERVICE CENTER 1-801-240-HELP ENGRAVED TEXT WITH CONTRASTING COLOR 1RU RACK PANEL 147 CP 150 CC 145 MECH 145 LIGHT IRC 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s i n c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i c e , a r e t h e p r o p e r t y o f B H D A r c h i t e c t s , a n d m a y n o t b e u s e d o r d u p l i c a t e d i n wh o l e o r i n p a r t f o r a n y o t h e r p r o j e c t w i t h o u t w r i tt e n a u t h o r i z a t i o n o f B HD A r ch i t e c t s . 3/ 2 8 / 2 0 2 3 6 : 0 4 : 5 3 P M TT601 TELECOM SCHEDULES, NOTES, DETAILS AND DIAGRAM 10 W a r d S t a k e C e n t e r R e x b u r g I D Ma r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Pr i n t e d RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : B H D P r o j e c t : 21 0 9 -- N o v 2 0 2 2 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : © 2 0 2 2 B H D A r c h i t e c t s Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 2 1 3 7 1 1 1 Re x b u r g I D C u s t o m 1 0 W a r d Me e t i n g h o u s e Ma r r i e d S t u d e n t S e c o n d S t a k e 41 1 U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 RP R 6 N 4 0 E 3 1 5 4 0 0 Co u n t y P a r c e l : BH D P r o j e c t : 21 0 9 11 A p r 2 0 2 3 Is s u e D a t e : 50 1 - 3 5 6 0 Ch u r c h P r o p e r t y : Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # D a t e D e s c r i p t i o n 1 1 1 A p r 2 0 2 3 P l a n R e v i e w