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PLAN REVIEW RESPONSES 4.25.2023 - 23-00170 - Rexburg 10th Ward LDS Meetinghouse
20 2 3 - 0 4 - 2 5 1 0 : 3 7 : 4 5 A 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 [Special inspector certifications shall be delivered to the city for review and approval.] 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 A. The Structural Engineer shall review and approve the trussed rafter shop drawings prior to fabrication. 4. Special inspector certifications. 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 C504 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 and Details 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 2 2 5 A p r 2 0 2 3 P l a n R e v i e w R e s p o n s e s 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 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 2 2 25 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 . . 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 2,222 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 2,238 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 - 2 5 1 0 : 3 9 : 0 5 A 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 CITY of REXBURG 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 2238 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 2222 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 Room 194 Not Placed 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 2 2 5 A p r 2 0 2 3 P l a n R e v i e w R e s p o n s e s 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 2 25 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 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.See Note 8 on the Grading and Drainage Plans for landing slopes. E.Cross slopes on all sidewalks shall be installed as noted by the spot elevations on the Grading and Drainage Plans, but shall also remain in all cases between 1% and 2%. Consult the Architect with any conflicts between the spot elevations and this requirement. 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 2, 3, F &H /C503 & structural sheets. AR.25 New storage building. See C801. AR.26 New 6'-0" tall masonry dumpster enclosure. See 1, A & B/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. 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. AR.54 Regrade and repair planter area to match existing conditions/ 1" below top of concrete. 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 : 25 A p r 2 0 2 3 10 : 5 4 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 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 C504 A1-A3 AR.44 AR.44 AR.44 C502 E AR.44 AR.53 AR.53 AR.53 AR.53 AR.53 AR.53 AR.53 2 AR.30 AR.28 AR.30 2 C503 1 C503 3 C503 2 Typical 25 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 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.See Note 8 on the Grading and Drainage Plans for landing slopes. E.Cross slopes on all sidewalks shall be installed as noted by the spot elevations on the Grading and Drainage Plans, but shall also remain in all cases between 1% and 2%. Consult the Architect with any conflicts between the spot elevations and this requirement. 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 2, 3, F &H /C503 & structural sheets. AR.25 New storage building. See C801. AR.26 New 6'-0" tall masonry dumpster enclosure. See 1, A & B/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. 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. AR.54 Regrade and repair planter area to match existing conditions/ 1" below top of concrete. 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 : 25 A p r 2 0 2 3 10 : 5 6 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 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.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 AR.44 AR.54 AR.54 AR.54 AR.54 2 C503 1 C503 1 25 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 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 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" 5' - 5 1/2" 6 1/4" 6' - 0" 11 7/8" 9' - 6 1/4"6' - 8 7/8"4' - 3 1/4"6' - 8 7/8"9' - 6 1/4" 11 7/8" 6' - 0"5' - 11 3/4" 34 ' - 0 " 4' - 0 3 / 8 " 2' - 0 1 / 8 " 7 1 / 4 " 42 ' - 1 1 / 2 " 7 1 / 4 " 2' - 7 3 / 4 " 19 ' - 8 3 / 8 " 8' - 1 1 1 / 8 " 5 1 / 2 " 9' - 0" 7' - 9 5 / 8 " 6' - 5 3 / 4 " 7' - 4 5 / 8 " 10' - 6" 3' - 5 3/8" 5 1 / 2 " 8' - 1 1 1 / 8 " 19 ' - 8 3 / 8 " 9' - 0" 5 1 / 2 " 1' - 5 1 / 2 " 6 1 / 2 " 3' - 4 " 11' - 1 7/8"4' - 10 1/4"4' - 10 1/4" 1' - 9 3 / 4 " 4' - 1 0 1 / 4 " 5' - 8 " 4' - 8 1 / 4 " 4' - 1 0 1 / 4 " 2' - 9 1 / 2 " 1' - 3 1/4"3' - 2"6 1/2"21' - 6" 28 ' - 7 1 / 2 " 28 ' - 7 1 / 2 " 5 1 / 2 " 1' - 5 1 / 2 " 3' - 4 " 6 1 / 2 " 2 3/8" 3 1/2" 4' - 10 1/4"11' - 1 3/4"4' - 10 3/4" 3 1/2"3 1/2" 03-5 03-6 03-6 03-6 03-6 03-6 03-6 A. Install dampproofing on the exterior face of all exterior foundation walls from 2" below finish grade down to the bottom of the foundation wall and across the top of the footing. General Notes 20 2 3 - 0 4 - 2 5 1 0 : 3 6 : 2 8 A 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 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 03-5 Recess concrete floor slab 2 1/8" below finished floor level for athletic wood flooring system. 03-6 Recess concrete floor slab 2" below finished floor level. 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 2 2 5 A p r 2 0 2 3 P l a n R e v i e w R e s p o n s e s 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 2 25 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 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. 8. All suspended ceiling systems shall be installed to the manufacturer's specifications and requirements. 20 2 3 - 0 4 - 2 5 1 0 : 4 0 : 1 0 A 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 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" 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 2 2 5 A p r 2 0 2 3 P l a n R e v i e w R e s p o n s e s 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 2 25 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 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" Low-E, Obscure Insulated Panel Low-E, Insulated Panel 1/4" Float Glass Tempered Glazing Schedule 1 2 T 3 20 2 3 - 0 4 - 2 5 1 0 : 4 5 : 1 3 A 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 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 : 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. K. Install all panic hardware as required in Section 1010.1.10 of the IBC [version as noted on the code sheets]. 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 2 2 5 A p r 2 0 2 3 P l a n R e v i e w R e s p o n s e s 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 2 3' - 0 " S' - 0" eDD eorDchdD u' - l " .' - 0 " l"l" 3' - 0 " u 2 eDD eorDchdD 3' - 0 " u 2 eDD eorDchdD 3' - 0 " eoFdDL .Bu" R .'-0" Solid Core Wood DoorA eoFdDL .Bu" R .'-0" Solid Core Wood Door View LiteB eoFdDL .Bu" R .'-0" Aluminum DoorC eoFdDL .Bu" R .'-0" Exterior Hollow Metal DoorD Copy onto Rexburge sht A610 25 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 Note: All exit signs shall comply with Sections 1008 and 1013 of the current version of IBC governing in this jurisdiction. 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/F1035 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 4 - 2 5 1 0 : 4 7 : 4 5 A 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 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: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 2 2 5 A p r 2 0 2 3 P l a n R e v i e w R e s p o n s e s 1 1 1 A p r 2 0 2 3 P l a n R e v i e w 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 2 25 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 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 SLOPE GRADE PER ARCH AND CIVIL DRAWINGS TO PROVIDE DRAINAGE AWAY FROM BUILDING. 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/ 2 5 / 2 0 2 3 9 : 1 2 : 0 2 A 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 : 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 :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 1 0 4 / 2 5 / 2 0 2 3 C I T Y R E V I E W C O M M E N T S 04/25/2023 DESIGN CRITERIA 2018 INTERNATIONAL BUILDING CODE (ASCE 7)DESIGN CRITERIA SEISMIC WIND ROOF EQUIPMENT PLATFORM ROSTRUM PLATFORM SOIL BEARING 2018 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 11 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 2018 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) 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/ 2 5 / 2 0 2 3 9 : 1 2 : 0 2 A 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 1 0 4 / 2 5 / 2 0 2 3 C I T Y R E V I E W C O M M E N T S 04/25/2023 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 #4 BC CONCRETE EMBEDDED ELECTRODE TO LIGHTNING PROTECTION SYSTEM 2/0 BC MAIN WATER SERVICE UNDERGROUND PARALLEL SERVICE 3 PHASE, 4 WIRE, 120/208 VOLTS (4) 3" C., 4-250AL + GND 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 9 / 2 0 2 3 1 1 : 2 9 : 0 7 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 Short Circuit Rating PANEL A 1 3-#2/0, 1-#2/0, 1-#4 ALUMINUM 125 A 60 A SEE PANEL SCHEDULE PANEL B 1 3-#3/0, 1-#3/0, 1-#4 ALUMINUM 150 A 97 A SEE PANEL SCHEDULE PANEL C 1 3-#2/0, 1-#2/0, 1-#4 ALUMINUM 125 A 95 A SEE PANEL SCHEDULE PANEL D 1 3-#2/0, 1-#2/0, 1-#4 ALUMINUM 125 A 44 A SEE PANEL SCHEDULE PANEL F 2 2 runs of 3-#250, 1-#250, 1-#1 ALUMINUM 400 A 192 A SEE PANEL SCHEDULE PANEL G 1 3-#3/0, 1-#3/0, 1-#4 ALUMINUM 150 A 100 A SEE PANEL SCHEDULE PANEL LC1 1 3-#2/0, 1-#2/0, 1-#4 ALUMINUM 125 A 49 A SEE PANEL SCHEDULE PANEL LC2 1 3-#2/0, 1-#2/0, 1-#4 ALUMINUM 125 A 48 A SEE PANEL SCHEDULE PANEL LC3 1 3-#2/0, 1-#2/0, 1-#4 ALUMINUM 125 A 49 A SEE PANEL SCHEDULE PANEL LC4 1 3-#2/0, 1-#2/0, 1-#4 ALUMINUM 125 A 48 A SEE PANEL SCHEDULE PANEL LC5 1 3-#2/0, 1-#2/0, 1-#4 ALUMINUM 125 A 52 A SEE PANEL SCHEDULE PANEL LC6 1 3-#2/0, 1-#2/0, 1-#4 ALUMINUM 125 A 49 A SEE PANEL SCHEDULE PANEL SB 1 3-#1, 1-#1, 1-#6 ALUMINUM 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 1 0 4 - 1 9 - 2 0 2 3 C i t y C o m m e n t s 1 1 1