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HomeMy WebLinkAboutPLANS - 19-00287 - 163 W Main St Suite 101-103 - New Commercial Lease SpacesGENERAL NOTES 1. THE 1:;`1RAWING5 INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS OF CONSTRUCTION. 2. THE DRAAIN65 DO NOT INDICATE EVERY CONDITION - WORK NOT PARTICULARLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. 3. DO NOT SCALE DRAWINGS FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAAING5. 4. WHERE 1;)I5CREPANGIE5 OCCUR, THEY SHALL BE REPORTED TO ARCHITECT FOR RESOLUTION. 5. DETAILED DRAWIN65 AND LARGER SCALE DRAAING5 TAKE PRECEDENCE OVER SMALLER SCALE DRAYNIN65. 6. CONCRETE DIMENSIONS ARE GIVEN TO FACE OF CONCRETE AND TO THE FACE OF ROUGH OPENINGS. T MASONRY DIMENSIONS ARE GIVEN TO FACE OF MASONRY AND TO THE FACE OF ROUGH OPENINGS. 8. PARTITION DIMENSIONS ARE GIVEN TO THE FACE OF 5TUD UNLESS OTHERAISE NOTED. g. DOOR OPENING LOCATIONS CENTERLINE OF OPENING OR DOOR WIDTH. CNt/ MFR FOR ROUGH OPENING REQUIRED. WHERE DOOR 15 ADJACENT TO PERPENDICULAR WALL, PROVIDE 4" JAMB FOR JAMB TRIM U.O.N. OR SHORN. 10. WINDOW5 ARE DIMENSIONED TO CENTERLINE OF OPENING. GA/ MFR FOR ROUGH OPENING DIMENSIONS REQUIRED. PROVIDE SAFETY GLAZING AT ALL CODE REQUIRED LOCATIONS. PROVIDE EGRESS 114INDOA5 AT ALL GODE REQUIRED LOCATIONS. 11. ALL ITEMS AND ASSEMBLIES NOT SPECIFICALLY DETAILED SHALL BE INSTALLED PER MANUFACTURERS' 5TANDARD INSTALLATION METHODS AND / OR DETAILS. WHERE SUCH DETAILS DO NOT EXIST, INSTALLATION SHALL BE IN ACCORDANCE AITH STANDARD INDUSTRY ACCEPTED INSTALLATION METHODS. 12. NO SCALE MEASUREMENT SHALL BE USED A5 A DIMENSION TO AORK FROM EXCEPT ON LARGE SCALE DRA11,1IN65 NOT DIMEN510NED. 13. FIGURES ON ALL DRAAING5, A5 WELL A5 THE DETAIL DRAAIN65 THEMSELVES, ARE SUBJECT IN EVERY CASE TO CONTRACTOR'5 VERIFICATION AND TO MEA5UREMENT5 OF ADJACENT OR INCORPORATED WORK. ALL SUCH MEASUREMENTS NECESSARY SHALL BE MADE BEFORE UNDERTAKING ANY WORK DEPENDENT UPON SUCH DATA. 14. PROVIDE BLOCKING AS REQUIRED FOR ALL AREAS TO RECEIVE MILLWORK AND WALL ATTACHED ITEMS SHORN IN THE 1:7RAAIN65. ABBREVIATIONS (E) Existing (N) New A/C Air Conditioning AD Actual Dimension ADJ Adjustable ALT Alternate AL Aluminum ARCH Architectural BD Board ELKO Blocking BM Beam GAB Cabinet GFB Gement Fiber Board FTG (Hardiboard) GI Gast Iron CLG Ceiling GLR Clear COL Column GONG Concrete CONN Connection CONT Continuous !No N Is Gq IN - LINE A New Commercial Core &Shell Bldg PROJECT LOCATION / VICINITY MAP 'I a PROJECT SITE LOCATION I I Corridor II II 3 Finish CW/ Coordinate Aith FLR . DBL uR,aa,li FOG Face of Concrete Yu.'a p� FOF Face of Finish DIA Diameter I �a CORR Corridor FIN Finish CW/ Coordinate Aith FLR Floor DBL Double FOG Face of Concrete DF Douglas Fir FOF Face of Finish DIA Diameter FOM Face of Masonry DIM Dimension FOS Face of Stud DAN Down FTG Footing DR Door FURR Furring D5 Downspout GA Gauge DYNR Drawer GALV Galvanized EA Each GI Galvanized Iron ELEV Elevation GRD Grade ELEG Electrical G5 Galvanized Steel EQ Equal GYP Gypsum EXT Exterior GWB Gypsum Wall Board FE Fire Extinguisher HB Hose Bibb FEC Fire Extinguisher Cabinet HM Hollow Metal FFL Finish Floor HORIZ Horizontal FG Finish Grade HT Height FHG Fire Hose Cabinet Symmetrical zbsy a,mn o; INT Interior PLYWD Plywood TOP JAN Janitor PTRTD Pressure Treated TOW KIT Kitchen R Riser TYP LAM Laminate RE Reference DETAILS (1-20) LAV LavatoryUL RM Room uNO MAX Maximum RO Rough Opening VERT MBMFR Metal Bldg MFR 5CHE17 Schedule WASTE & VENT PLAN MECH Mechanical SECT Section V.I.F. MFR ManufacturerSIM Similar Vy/ MIN Minimum SPEC Specification WD E ed 5TD Standard E MTTLD Metal STL Steel VY1F NIG Not In Contract STOR Storage NOM Nominal Dimension 5TRUCT Structural NT5 Not To Scale 5U5P Suspended OD Outside Diameter SYM Symmetrical OG On Center T Tread OH Opposite Hand T46 Tongue 4 Groove OFF Opposite TO Top of PL Plate TOG Top of Concrete PLAM Plastic Laminate PROJECT INFORMATION CLIENT GREAT SCOTTS, LL(:, 855 5. CALHOUN PL STAR, ID 8366'1 CONTACT: PAUL LARSONU U P: (208) g38.2440 PROPERTY INFO Parcel Number: Primary Owner: Secondary Owner: Site Address: Mailing Address: Acreage: GIS Square Feet: GIS Acres: Total Value: Legal Description: RPR0000040002A GREAT SCOTTS LLC 163 W Main St Rexburg 855 S CALHOUN PL STAR, ID 83669 0.447 19456.2106 0 REXBURG TAX 3904 IN LOT 2 BLOCK 40 ENTITLEMENTS ON FILE WITH CITY OF REXBURG CODE DATA APPLICABLE CODES: AS ADOPTED BY CITY OF REXBURG. • 201 S International Building Code • 2017 National Electrical Code • 2012 International Residential Code • 2015 International Mechanical Code ■ 2015 International Energy Conservation Code (Commercial) • 2012 International Energy Conservation Code (Residential) ■ 2015 Fuel Gas Code • 2015 Existing Building Code • 2017 Idaho Plumbing Code ■ 2015 International Fire Code ■ 2013 NFPA 72 Fire Alarm & Signaling Code PROJECT DESCRIPTION PROJECT CONSISTS OF A NEW COMMERCIAL BUILDING GORE AND SHELL ONLY. INCLUDES CIVIL SITE IMPROVEMENTS Top of Plate Top of Wall Typical Underwriters Laboratory Unless Noted Otherwise Vertical Verify in field With Wood Without Welded Wire Fabric PROJECT TEAM ARCHITECTURAL LINDGREN : LABRIE ARCHITECTURE I LINDGREN:LABRIE 247 N. EAGLE ROAD EAGLE, ID 83616 ARCH I T E C I LIRE CONTACT: BRETT LA13RIE P: (208) 8&q.g31q CIVIL ENGINEERING � ; EAGLE ROCK ENGINEERING V 1331 FREMONT AVE. IDAHO FALLS, ID 83402 yyy yyy / + V CONTACT: PAUL 5NARR, P.E. -VAGNGLE ROCK' i P: (208) 542-2665 1 INEERING p STRUCTURAL ENGINEERING StP uCt11Cr STRUCTURAL EDGE ENGINEERING 550q N. GLENAOOD 5T 1113CH111 BOISE, ID DAVID CONTACT: DAVID SANSOTTA, PE E N G I N E E R I N G P: (205)-7g5.5105 MECHANICAL ENGINEERING TIKKER ENGINEERING '1384 W. OVERLAND RD TIKKER BOISE, ID 83110`1 ENGINEERING CONTACT: KARA ROU55ELLE, PE taws,o ;.Iw, RM a P: (208) 658-0218 ELECTRICAL ENGINEERING SYMBOL LEGEND ELECTRICAL ENGINEERING COMPANY world w�ae wee: ezco.mm tI 800 S. INDUSTRY WAY SUITE 350 r mw e. Industry way eche 350 MERIDIAN, ID 83642 I-Inar.l .'o eednpo^mVanv I"so . Idaho 63642 phone: zoe.are4nsp 1 v .-r'.6fomorrow ran 30ea99A461 CONTACT: KEITH ADAMS DOOR 4 FRAME, A5 SCHEDULED P: (208) 3'78-4450 (TYP.) RE: DOOR SCHEDULE A3.11 CONTRACTOR AINDOW, AS SCHEDULED TBD SYMBOL LEGEND O SHEET NOTE RE: SHEET NOTES CODE & EXITING PLAN L15T ON SAME SHEET IECC ENVELOPE COMPLIANCE REVISION DELTA RE: TITLE 1 BLOCK OF APPLICABLE SHEET 100A DOOR 4 FRAME, A5 SCHEDULED DOOR & WINDOW TYPES (TYP.) RE: DOOR SCHEDULE A3.11 O AINDOW, AS SCHEDULED BUILDING ELEVATIONS (TYP.) RE: FRAME TYPES F FIXTURE SYM, RE: FIXTURE DETAILS (1-20) SCHEDULE A3.23 DETAILS (21-40) 5YM, RE: SCHEDULE OAPPLIANCE W" ON SAME SHEET ROOF FRAMING PLAN EXTERIOR FINISH SYMBOL. RE: © EXTERIOR FINISH SCHEDULE M100 A5.1 DRAWING >• BUILDING SECTION SHEET REFERENCE u DRAWING It DETAIL REFERENCE A9.1 SHEET n DRAWING u a 2 6 INTERIOR ELEVATION REFERENCE SHEET # 9 A40 WALL, FLOOR OR ROOF ASSEMBLY, AS 5CHED. (TYP.) RE: ASSEMBLIES 118'-0" ELEVATION POINT DRAWING INDEX ARCHITECTURAL AO.0 COVER SHEET AO.1 CODE & EXITING PLAN AO.2 IECC ENVELOPE COMPLIANCE A2.1 FLOOR PLAN A3.1 SCHEDULES A3.2 DOOR & WINDOW TYPES A5.1 ROOF PLAN A6.1 BUILDING ELEVATIONS A7.1 BUILDING SECTIONS A9.1 DETAILS (1-20) A9.2 DETAILS (21-40) C-0 CIVIL COVER SHEET C-1 EXISTING SITE CONDITIONS & DEMO C-2 UTILITY & GRADING PLAN C-3 SWPP D-1 CIVIL DETAILS STRUCTURAL ONE LINE DIAGRAM & ELECTRICAL DETAILS SO GENERALSTRUCTURALNOTES SO.2 TYPICAL STRUCTURAL DETAILS SO.3 TYPICAL STRUCTURAL DETAILS SOA TYPICAL STRUCTURAL DETAILS S1 FOUNDATION PLAN S1.1 FOUNDATION DETAILS S2 ROOF FRAMING PLAN S2.1 ROOF FRAMING DETAILS MECHANICAL M100 MECHANICAL COVER SHEET M200 HVAC PLAN M300 WASTE & VENT PLAN M400 PLUMBING PLAN ELECTRICAL EO.0 ELECTRICAL SYMBOLS & SHEET INDEX E1.0 ELECTRICAL SITE PLAN E2.OL LIGHTING PLAN E2.OP POWER PLAN E2.OS SPECIAL SYSTEMS PLAN E3.0 ONE LINE DIAGRAM & ELECTRICAL DETAILS LINDGREN:LAE A R C H I T E C T 1 R LICENSED ARCHITECT AP -2313 5/9/2019 a W A Z N m U O � � d M -C O to "J c C N 0 O tocN Q E ao P N E E U a U o o,m Q co Fromm mE .S O d C) N N> rn N O Z mro1°'� E Q O aZ E Jon -a O O W L) W m ~ Z I LINDGREN:LAE A R C H I T E C T 1 R LICENSED ARCHITECT AP -2313 5/9/2019 a COPYRIGHT © 2019 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:LabrieArchitecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET COVER SHEET DRAWING SHEET REVISIONS /x\I DATE I REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 23 MAR 2019 SCALE: AS SHOWN JOB NO. 18176 A0.0 W 70 C Z m O Z ai M -C 00 C i E E U (o X `0 v Z UJ Q COPYRIGHT © 2019 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:LabrieArchitecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET COVER SHEET DRAWING SHEET REVISIONS /x\I DATE I REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 23 MAR 2019 SCALE: AS SHOWN JOB NO. 18176 A0.0 `! ACCUMULATED OCCUPANT LOAD IN E6RE55 FIRE RE515TIVE REQUIREMENTS DUE TO CONSTRUCTION TYPE: PATH AND DIRECTION OF E61RE55. C:_ PRIMARY EXIT 516N LOCATION AT EXIT DOORS. RE: ELECTRICAL FOR ADDITIONAL EXIT PATH ILLUMINATED NON -RATED 516N5 FE FEC FIRE EXTIN6U15HER (TYP.) 1 ALL FIRE EXTIN&U15HER5, CABINETS, ETC. SHALL BE NON -RATED (SEE ITEM, BELOW) - - -- -- FIRE-EXTIN6UI5HER5 5HALL BE CLA551FIED 4 -A:10 -5:G (MIN.) N/A AND BE PROVIDED AND INSTALLED IN COMPLIANCE WITH NON -RATED THE 2015 INTERNATIONAL FIRE CODE (TYP.) KB AUTOMATIC SPRINKLER SYSTEMS KNOX BOX PER FIRE DEPARTMENT L REQUIREMENTS E O V`� ch .x v 134'-6" Of Z �^ Q r -- - --- EXIT f ---1 EXIT I EKT7 1 EXIT e u „ w FUTURE M FIRE hI Ni- BARRIER gi CiPER IBC FIRE BARRIER d� PER IBC �G� hl i0-7.3.10 1500 5F 150q 5F VARIES k4� 1560 5F OLF VARIES OLF VARIES 99 MAX ANTICIPATED LEASE AREA 100 x �i 99 MAX ANTICIPATED O LEASE ARE 120 O MAX ANTICIPATED LEASE A 140 I A_'L 1,50q 5F _ d A_2 MOST RESTRICTIVE � 1,560 5F ^ n A-2 MOST RESTRICTIVE 1,500 5F OCGUPANC�IGTIVE (NET) OCCUPANCY (NET) ANTICIPATED (NET) ANTICIPATED ANTICIPATED _-_� �2 1 O CODE & EXITING PLAN " 1/8" = 1'-0" CODE ANALYSIS EXITING PLAN LEGEND OCCUPANCY CLASSIFICATION B 2015 IBC AREA/OLF CALCULATED OCCUPANT LOAD FOR OINDIVIDUAL OCCUPANCY. PH PANIC HARDWARE PROVIDED AT TH15 DOOR LOCATION CODE SUMMARY APPLICABLE CODES: 2015 IBC, 2015 IEBC, 2015 IFC, 2015 IECC USE AND OCCUPANCY PER 2015 IBC CHAPTERS 3 AND 5, TABLE 503 OCCUPANCY/U5E (POTENTIAL): A-2/B/M GROUND LEVEL (GRO55): 4,741 65F ALLOWABLE AREA PER FLOOR (A-2) 6,000 S.F. CONSTRUCTION TYPE AND REQUIREMENTS PER 2015 IBC CHAPTER 6 • CONSTRUCTION TYPE: ACCUMULATED OCCUPANT LOAD IN E6RE55 FIRE RE515TIVE REQUIREMENTS DUE TO CONSTRUCTION TYPE: PATH AND DIRECTION OF E61RE55. C:_ PRIMARY EXIT 516N LOCATION AT EXIT DOORS. RE: ELECTRICAL FOR ADDITIONAL EXIT PATH ILLUMINATED NON -RATED 516N5 FE FEC FIRE EXTIN6U15HER (TYP.) O ALL FIRE EXTIN&U15HER5, CABINETS, ETC. SHALL BE NON -RATED (SEE ITEM, BELOW) SEMI -RECESSED AND MOUNTED @ 36" MIN./54" MAX. A.F.F. NON -RATED FIRE-EXTIN6UI5HER5 5HALL BE CLA551FIED 4 -A:10 -5:G (MIN.) N/A AND BE PROVIDED AND INSTALLED IN COMPLIANCE WITH NON -RATED THE 2015 INTERNATIONAL FIRE CODE (TYP.) KB AUTOMATIC SPRINKLER SYSTEMS KNOX BOX PER FIRE DEPARTMENT L REQUIREMENTS PH PANIC HARDWARE PROVIDED AT TH15 DOOR LOCATION CODE SUMMARY APPLICABLE CODES: 2015 IBC, 2015 IEBC, 2015 IFC, 2015 IECC USE AND OCCUPANCY PER 2015 IBC CHAPTERS 3 AND 5, TABLE 503 OCCUPANCY/U5E (POTENTIAL): A-2/B/M GROUND LEVEL (GRO55): 4,741 65F ALLOWABLE AREA PER FLOOR (A-2) 6,000 S.F. CONSTRUCTION TYPE AND REQUIREMENTS PER 2015 IBC CHAPTER 6 • CONSTRUCTION TYPE: TYPE V -B (NON-5PRINKLERED) FIRE RE515TIVE REQUIREMENTS DUE TO CONSTRUCTION TYPE: (PER TABLE 601) C:_ STRUCTURAL FRAME: NON -RATED BEARING WALL5 - EXTERIOR: NON -RATED (5EE ITEM, BELOW) BEARING WALL5 - INTERIOR: NON -RATED NON-BEARING WALL5 - EXTERIOR: NON -RATED (SEE ITEM, BELOW) NON-BEARIN6 WALL5 - INTERIOR: NON -RATED SHAFT FNCL05URES: N/A FLOORS AND FLOOR/CEILIN65: NON -RATED ROOFS AND ROOF/CEILINGS: NON -RATED AUTOMATIC SPRINKLER SYSTEMS PER 2015 IBC CHAPTER q L NOT REQUIRED / NOT PROVIDED OCCUPANTLOAD PER 2015 IBC SECTION 1004, TABLE 1004.1.2 REFER TO EXITING PLAN, THI5 SHEET. GROUND LEVEL TOTAL OCCUPANT LOAD: 2g7 OCCUPANTS MAX ANTICIPATED (qq MAX FOR A-2 OCCUPANCIES) REQUIRED PLUMBING FIXTURES PER 201515C SECTION 2802 AND TABLE 2802.1 REaUIRED PLUMBING FIXTURES WILL BE PROVIDED AS PART OF FUTURE TENANT IMPROVEMENTS PACKAOF5. CORE AND SHELL WILL PROVIDE NECESSARY PLUMBING STUBS ONLY. LINDIGREWLABRIE ARCH ITECTU RE LICENSED ARCHITECT AR.2313 BRETT (;. LEBRIE STATE OF IDAHO I) W CHECKED BY: BGL C:_ Z SCALE: AS NOTED m 18176.01 Z M _r_ CO 00 (D O CU L ry E O V`� ch .x v Of Z �^ Q COPYRIGHT © 2019 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET CODE & EXITING PLAN DRAWING SHEET REVISIONS AXE DATE I REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 09 MAY 2019 SCALE: AS NOTED [J-08 NO. 18176.01 A0.1 Section 2015 IECC Cavity R -Value # Plan Review # Final inspection Complies? Comment5/Assumptlons & Re .ID C103.2 Plans and/or specifications provide all [Complies _ C402.5.3 Where open combustion air ducts 'C]Complies IF1511' provide combustion air to open C]Does Not Contraction Site: combustion fuel burning appliances, [Not Observable [PR1011 1 percent of the gross above -grade wall the appliances and combustion air ONot Applicable bNot Observable opening are located outside the ONotApplicable 1 0402,4.1 ;The skylight area o- 3 percent of the building thermal envelope or enclosed [PR1112 (gross roof area. DDoes Not in a room, isolated from Inside the CNot Observable I 2.2.5 thermal envelope. Such rooms are '', n2 sealed and insulated. DDoes Not C402.5.6 Weatherseals installed on all loading OComplles [F13711 dock cargo doors.❑Does Not - ',[Not ONot Observable C402.4.3, Vertical fenestration U -Factor. ONot Applicable C402.5.8 Recessed luminaires In thermal ([Complies [FI26P envelope to limit infiltration and be IC ODoes Not rated and labeled. Seal between jONot Observable' C402.4.4 interior finish and luminalre housing. ;ONot Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 1 IJ Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Me: REXBURG IN-LINE Report date: 0429/19 COMcheck Software Version COMcheck-Web V Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception Is being claimed. Where compliance Is Itemized in a separate table, a reference to that table is provided. Section i,. 2015 IECC Cavity R -Value # Plan Review Complies? Comments(Assumptlons & Re -10 Comments/Assumptions & Reel C103.2 Plans and/or specifications provide all [Complies FR113 information with which compliance ]Does Not can be determined for the building [Not Observable :envelope and document where exceptions to the standard are IONot Applicable 'claimed. Contraction Site: C402.4.1 ;The vertical fenestration arca <- 30 IOComplles [PR1011 1 percent of the gross above -grade wall ODoes Not area. i bNot Observable damage, sunlight, moisture, wind, ONotApplicable 1 0402,4.1 ;The skylight area o- 3 percent of the '.00omplles [PR1112 (gross roof area. DDoes Not maintenance activities. CNot Observable I 2.2.5 IONot Applicable I Additional Comments/Assumptions: :tion 2015 IECC Cavity R -Value # Footing / Foundation Inspection Compiles? eq.ID Comments/Assumptions & Reel 3.2 ;Slab edge Insulation Installed per _ ([Compiles 112 manufacturer's instructions. [Does Not ER1212 accordance with NFRC. [Not Observable Contraction Site: poured loose -fill insulation is installed IONot Applicable 3.2.1 Exterior insulation protected against ([Complies Ill damage, sunlight, moisture, wind, (DDoes Not [FR1311 landscaping and equipment ',ONot Observable [I1,11012 maintenance activities. ONot Applicable 2.2.5 Slab edge insulation R -value. IDComDlies n2 !Vertical fenestration SHGC value. DDoes Not Additional Comments/Assumptlons: Comments/Assumptions See the Envelope Assemblies Secti 2015 IECC Cavity R -Value Project Tide: #Framing /$eugh-In Inspection complies? Comments/Assumptions & Reel Climate Zone: Bb 0.032 0303.1.3 Fenestration products rated In OComplles ER1212 accordance with NFRC. [Does Not Contraction Site: poured loose -fill insulation is installed ONot Observable, 163 W MAIN ST only where the roof slope is <-3 in ONot Applicable C303.1.3 Fenestration products are certified as ;OComplles [FR1311 to performance labels or certificates DDoes Not [I1,11012 provided. ;[Not Observable 0.0 providing R -value and other relevant ONot Applicable 0402.4.3 !Vertical fenestration SHGC value. 'OComplles 'See the Envelope Assemblies table for values. (FR10)' I DDoes Not [11,1711 per manufacturer's instructions. ,[Not Observable'.. - ',[Not ]Not Applicable C402.4.3, Vertical fenestration U -Factor. [Complies See me Envelope Assemblies table forvalues. C402.4.3. 1 Oboes Not [FR812 1 ONot Observable verification for exposed foundation ONot Applicable C402.4.4 U -factor of opaque doors associated OComplles ;See the ErlvelopeAssembiles table for mlues. [FR1412 with the building thermal envelope DDoes Not [IN171' meets requirements. jE]Not Observable installed on top of a suspended IONot ONot Applicable C402.5.1. The building envelope contains a ;[Complles 2.1 continuous air barrier that is sealed In ODoes Not [FR1911 an approved manner and material ;[tiro Observable', UN611 permeability <« 0.004 dfm/ft2, Air barrier penetrations are sealed In an [Not Applicable Window: Metal Frame Curtain Wall/Storefront, Fixed, Pert. Specs.: approved manner. [Not Observable' 0402.5.2, Factory -built fenestration and doors ;[Complies C402.5.4 are labeled as meeting air leakage 1ODoes Not [FR1BI3 'requirements. '.ONot Observable', Foodl (b) ONot Applicable C402.53 :'Vestibules are Installed on all building ;[Compiles [FR1711 entrances. Doors have self-closing DDoes Not UN3813 devices. ,[Not Observable j Cafetena/Fast Food[ transfer from the panel surfaces to the ([Not Applicable I Additional Comments/Assumptions: Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions _& Ret AD I I C402.5.5, Stair and elevator shaft vents have OComplles C403.2.4. motorized dampers that automatically DDoes Not 3 ;close. .[Not Observablel IME3P [Not Applicable , C402.5.5, '.Outdoor air and exhaust systems have IOComplies C403.2.4. motorized dampers that automatically ;DDoes Not 3 shut when not in use and meet IME5813 maximum leakage rates. Check �ONot Observable; ;gravity dampers where allowed. ONot Applicable Additional Comments/Assumptions: Section 2015 IECC Cavity R -Value Project Tide: # Insulation Inspection Complies? Comments/Assumptions & Re .ID Climate Zone: Bb 0.032 C303.1 Roof insulation installed per [Complies [IN311 manufacturer's instructions. Blown or DDoes Not Contraction Site: poured loose -fill insulation is installed Not Observable. 163 W MAIN ST only where the roof slope is <-3 in [Not Applicable REXBURG, Idaho 83440 12. Lindgren : Labile Architecture, plic C303.1 Building envelope Insulation is labeled ',OComplies 247 N EAGLE RD [I1,11012 'with R -value or Insulation certificate (DDoes Not 0.0 providing R -value and other relevant [Not Observable 1 Cafeteriall'ast Food] data. [Not Applicable 1 C303.2 Above -grade wall insulation Installed [Complies [11,1711 per manufacturer's instructions. [Does Not - ',[Not Observable Product o 0000, SHGC 0.30, [Bldg. Use 1 - Dining: Cafeteda/Fast ONot Applicable 1 C303.2.1 Exterior Insulation is protected from [Complies [IN1412 damage with a protective material, (DDoes Not verification for exposed foundation IONot Observable] SF Door:. Pert. Specs.: Product ID 0000, SHGC 0.30, [Bldg. Use 1 - insulation may need to occur during Foundation Inspection. ONot Applicable 1 C402.2.1 Insulation Intended to meet the roof 1OCompllee [IN171' insulation requirements cannot be ([Does Not installed on top of a suspended IONot Observable ,`. '- calling. Mark this requirement tcompliant if Insulation is Installed ';[Not Applicable 1 ;accordingly. 0.062 0.051 2402.23 Above -grade wall insulation R -value. ',OComplies 1 See the Envelope Assemblies table for values. UN611 i [Does Not Window: Metal Frame Curtain Wall/Storefront, Fixed, Pert. Specs.: 1 [Not Observable' - ([Not Applicable C402.2.5 Floor insulation R -value. '.[Complies � See the Envelope Assemblies table for values. [I11812 �ODoes Not Foodl (b) ONot Observable'1 IDNot Applicable 1 C402.2.6 I Radiant panels and associated OComplies UN3813 1. components, designed for heat 'DDoes Not Cafetena/Fast Food[ transfer from the panel surfaces to the IONot Observable 1 occupants or Indoor space are insulated with a minimum of R-3.5. ONot Applicable 1 C402.2.2 'Roof R -value. For some ceiling 1OComplies 1 See me Envelope Assemblies table for values. (IN21' systems, verification may need to ODoes Not ,occur during Framing Inspection, ONot Observable; ONot Applicable 1 C402.5.1. All sources of air leakage in the ;[Complies 1 'building thermal envelope are sealed, 1ODoes Not (IN11l I caulked, gasketed, weather stopped IONot j at wrapped with moisture vapor- Observable'! ', permeable wrapping material to [Not Applicable 1 minimize air leakage. ' Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact Tier 2) 3 Low Impact (Tier 3) Project Title: REXBURG IN-LINE Report date: 0429119 nVCOMcheck Software Version COMcheck-Web Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Cavity R -Value Project Tide: REXBURG IN-LINE Budget U - Factorm Location: Rexburg, Idaho - Climate Zone: Bb 0.032 PmjW Type: New Construction a� Vertical Glazing / Wall Area: 21% - Contraction Site: Owner/Agent: Designercontrectoc 163 W MAIN ST PAUL LARSON Brett Labne REXBURG, Idaho 83440 GREAT SCOTTS, LLC Lindgren : Labile Architecture, plic 855 5 CALHOUN PL 247 N EAGLE RD NORTH Ext. Wall: Wood-Fremed, 161n. o.c., [Bldg. Use 1 -Dining: STAR, Idaho 83664 EAGLE, Idaho 83616 0.0 208-938-2440 208-869-9319 Cafeteriall'ast Food] paul@polarson.com blabrie@II-arch.com Additional Efficiency Package(s) High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Building Area Floor Area 1 -Dining: Cafeters/Fast Food : Nonresidential 4741 Envelope Assemblies Assembly Gross Area or Perimeter Cavity R -Value Cont. R -Value Proposed U -Factor Budget U - Factorm Roof: Insulation Entirety Above Deck, [Bldg. Use 1 - Dining: 4741 - 30.0 0.032 0.032 Cefeteda/Fast Food] Z a� HM Door. Insulated Metal, Swinging, jBidg. Use 1 - Dining: 63 - Floor Unheated Slab -On -Grade, Vemcal 2 d., [Bldg. Use 1 - Dining: 347 --- 10.0 0.540 0.640 Caletena/Fast Food) (c) WEST U NORTH Ext. Wall: Wood-Fremed, 161n. o.c., [Bldg. Use 1 -Dining: 1683 21.0 0.0 0.082 0.051 Cafeteriall'ast Food] W Q Window: Metal Frame Curtain Wall/Storefront, Fixed, Pert. Specs.: 763 - - 0.300 0.360 Product o 0000, SHGC 0.30, [Bldg. Use 1 - Dining: Cafeteda/Fast Food] (b) SF Door:. Pert. Specs.: Product ID 0000, SHGC 0.30, [Bldg. Use 1 - 63 - - 0.300 0.770 Dining: Cafeteda/Fest Food](b) EAST Ext. Wall: Wood-Fremed, 161n. o.c., [Bldg. Use 1 - Dining: 497 21.0 0.0 0.062 0.051 Cafetena/Fast Food] Window: Metal Frame Curtain Wall/Storefront, Fixed, Pert. Specs.: 72 .__ - 0.300 0.360 Product ID 0000. SHGC 0.30. [Bldg. Use 1 - Dining: CafetedalFast Foodl (b) SOUTH Ext. Wall: Wood -Framed, 161n. o.c.. [Bldg. Use 1 - Dining: 1883 21.0 0.0 0.062 0.051 Cafetena/Fast Food[ Window: Metal Frame Curtain Wail/Storefront, Fixed, Pert. Specs.: 72 __ -__ 0.300 0.360 Product ID 0000. SHGC 0.30, [Bldg. Use 1 - Dining: Cafeteria/Fast Food](b) Project Tltie: REXBURG IN-LINE Report date: 0429/19 Data filename: Page led 9 Assembly Gross Area Cavity Cont. Proposed Budget U - Z or R -Value R -Value U -Factor Facton, Perimeter Z a� HM Door. Insulated Metal, Swinging, jBidg. Use 1 - Dining: 63 - -- 0.500 0.370 Cafeteda/Fast Food] D C( CU C -C O WEST U Ext. Wall: Wood -Framed, 161n. o.c., [Bldg. Use 1 - Dining: 497 21.0 0.0 0.052 0.051 Cafetera/Fast Food] Z W (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance most be certified in accordance with NFRC and requires supporting documentation (c) Slate -On -Grade proposed and budget U -factors shown in table are F -factors. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented In this document Is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2015 IECC requirements In COMcheck Version COMcheck-Web and to comply with any applicable mandatory requirements listed In the Inspection Checklist,. Brett G. Labrie - Architect a-, "'­ 4.28.79 Name - Title Signature IF - Date LINDGREN:LABRIE A R C H I T E C T U R E LICENSED ARCHITECT AR.2313 0) W 0 Z W Z a� M/-/C� VJ ^ 00 D C( CU C -C O U M .0 `m v Z W Q COPYRIGHT Q 2019 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein Without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET IECC 2015 ENVELOPE COMPLIANCE DRAWING SHEET REVISIONS /x\I DATE I REMARKS DRAWN BY: STAFF CHECKED BY: BGl_ DATE: 09 MAY 2019 SCALE: AS NOTED [JOB NO. 18176.01 A0.2 1 FLOOR PLAN 5CALP 1/5" = T -O" GENERAL NOTES A. INTERIOR WALL DIMENSIONS ARE TO F.O. STUD (TYP.-U.N.O.) LEGEND SCREENED LINES INDICATE FUTURE TENANT IMPROVEMENT WORK SHOWN FOR REFERENCE ONLY. WORK TO BE PERMITTED UNDER SEPARATE PACKAGE. W� NON -RATED WALL ASSEMBLY: RE: ASSEMBLIES A3.1 INDICATES RATED WALL LOCATION: LJRE: ASSEMBLIES A3.1 W# 101A DOOR $ FRAME, A5 SCHEDULED (TYP.) RE: DOOR SCHEDULE OWINDOW / STOREFRONT, AS SCHEDULED RE: A3.2 FEC FIRE EXTINGUISHER CABINET. RE: CODE ANALYSIS INTERIOR ELEVATION SYMBOL SHEET NUMBER s.z. DETAIL NUMBER VIEW DIRECTION O FLOOR PLAN SHEET NOTES 201. EDGE OF FLOOR SLAB. CA/ STRUCT. 202. ELECTRICAL PANEL AND GAS METER LOCATION ZONE. CA/ MEGH AND ELECT. 203. EDGE OF 5OFFITBULKHEAD ABOVE 204. LINE OF ROOF EAVE ABOVE 205. ROOF ACCESS HATCH ABOVE. COORDINATE INSTALLATION OF LADDER WITH INSTALLATION OF TENANT IMPROVEMENT HALL FRAMING AND INSTALL PORTION UNDER THIS SCOPE IF NEEDED FOR LADDER INSTALLATION. 206. RECESSED KNOX BOX PER FIRE DEPARTMENT REOUIREMENT5. CONFIRM EXACT LOCATION AITH LOCAL JURISDICTION PRIOR TO INSTALL. 207. FUTURE PARTITION WALL CONSTRUCTION A5 NEEDED BASED ON TENANT REQUIREMENTS UNDER SEPARATE TI PERMIT. N.I.G. 208. DOANSPOUT LOCATION. TIE INTO SUB -SURFACE COLLECTION SYSTEM PER STRUCT. RE: ROOF PLAN FOR HORIZONTAL DIMENSIONS. 209. CONCRETE STOOP. CW/ CIVIL ■ LINDGREWLABRIE A R C H I T E C T U R E LICENSED ARCHITECT AR.2313 5/9/2079 COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET FLOOR & ROOF PLANS DRAWING SHEET REVISIONS A DATE REMARKS DRAWN BY: STAFF CHECKEDBY: BGL DATE: 09 MAY 2019 SCALE: AS SHOWN JOB NO. 18176.01 A2.1 W z m z M -C U) 00 0 coc (Dcc C 0 U m X Z W Q ry COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET FLOOR & ROOF PLANS DRAWING SHEET REVISIONS A DATE REMARKS DRAWN BY: STAFF CHECKEDBY: BGL DATE: 09 MAY 2019 SCALE: AS SHOWN JOB NO. 18176.01 A2.1 ASSEMBLIES W DOOR SCHEDULE EXTERIOR WALL TYPE (NON -RATED) ROOF TYPE (NON -RATED) - PRIMARY DOOR FRAME HARDWARE Q H 0 LU ZW J W � DETAILS ti U Q = REMARKS WE1 ASSEMBLY A5 SHOWN ASSEMBLY AS SHOWN WITH ITEM.2 BY FUTURE TENANT R1 ASSEMBLY AS SHOWN 2 1 3 w I} Q Q LU 2 = U) FL (n W Y F- W Q w g = U) E(n _J Q (1)U—ll, Y W m Ld C..) a 0 = m Q m Q 0 PROVIDED c W H SHEET NO. DOOR SIZE -0 F -100A 3'-0" X7-0" E1FL AL F MFR. 5F AL F - • - - - MFR MFR MFR 1 1 STOREFRONT ENTRY 4 E100 5 3' -0 X.71-0.1 " E15 HM P 13/4 EF1 HM P - • _ _ _ 4 4 SIM 4 51M 2 2 SERVICE ENTRY E120A 6-0" x 7-0" E1FL AL F MFR. SF AL F - • - - - MFR MFR MFR 1 1 STOREFRONT ENTRY 4 X f F-1205 6-0" X 7-0" E15 HM P 15/4 EF1 HM P - • _ _ _ 4 4 51M 4 SIM 2 2 SERVICE ENTRY E140A 3'-0" x7' -O" E1FL AL F MFR. SF AL F - • - - - MFR MFR MFR 1 1 STOREFRONT ENTRY S s E1405 3'-O" X T-0" E15 HM P 13/4 EF1 HM P - • _ _ _ 4 4 51M 4 51M 2 2 SERVICE ENTRY 2 INTERIOR 5 EXTERIOR 51DE 5 SIDE - SIDE Q 3 _ b b DOORSCHEDULE NOTES REFERENCE Al SERIES 5HEE75 FOR DETAILS O 2X6 WOOD STUDS ®16" OG. O - ROOFING ROOFING SYSTEM PER ROOF PLAN (ALL 5GHEDULED DOORS, EXCEPT A5 NOTED) 5F = REFERENCE STOREFRONT FRAME TYPE O INTERIOR WALL FINISH PER INTERIOR DRAWIN65. AT PARAPET PROVIDE SCHEDULED SHEATHING AND ROOF MEMBRANE 2 UNDERLAYMENT - PROVIDE ROOFING MFR RECOMMENDED UNDERLAYMENT REQUIRED FOR WATERTIGHT ROOFING SYSTEM 1. SUBMITTED HARDWARE GROUP SHALL INCLUDE THE FUNCTIONS SCHEDULED ABOVE, AND SHALL COMPLY WITH LATCHACCEES, STANDARDS (AT MIN. A.D.A., G DSI, ICES U.B.G.) ES IBLEAPPDOORS HANDLES, LATCHES, PULLS, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS FULLS, SHALL HAVE A SHAPE THAT 15 EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRI5T TO OPERATE. 2. ALL DOOR HARDWARE SHALL RECEIVE 626 (OR SIM.) FINISH (TYP ® EXTERIOR AND INTERIOR 3 BATT IOVE ROOF I E. W/ VAPOR BARRIER PAGING EXTENDED 12" ABOVE ROOF LINE. RIGID POLY 150 INSULATION AND GRIGKETING PER ROOF PLAN. 3 R-55 MIN AT CONDITIONED SPACES O EXTERIOR SHEATHING PER STRUCTURAL O SHEATHING PER STRUCTURAL DOORS). RE: DOOR SCHEDULE, THIS SHEET, FOR DOOR HARDWARE INFORMATION. 3. DOORS NOTED TO INCLUDE ELECTRICAL SHALL INCLUDE PREPARATIONS AS REQUIRED IN FRAMES OO ROOF FRAMING MEMBERS PER STRUCTURAL FLUID APPLIED MOISTURE BARRIER b CEILING FINISH PER INTERIOR DRAWINGS. AT EXTERIOR SOFFIT CONDITIONS, RE: ROOF PLAN AND EXTERIOR FIN15H SCHEDULE. AND DOORS. CONTRACTOR SHALL INSTALL CONDUIT AND J -BOXES, ETC. AS NECE55ARY FOR MOTION SENSOR, ALARM, ETC. (l1 P.) 4. RE: FRAME TYPES FOR REFERENCED DOOR FRAME TYPE. EXTERIOR FIN15H SYSTEM - AS SCHEDULED. RE: EXTERIOR FIN15H b SCHEDULE, ELEVATIONS, AND DETAILS MATERIALS / FIN15H ABBREVIATIONS: AL = ALUMINUM FG = FIBER GLASS P = PAINT STL = STEEL AN = CLEAR ANODIZED 6ALV = GALVANIZED PG = POWDER GOAT 55 = STAINLESS STEEL GL = GLASS HM = HOLLOW METAL PP = PREPRIMED 5T = STAIN FLOOR TYPE (NON -RATED) ) ROOF TYPE NON -RATED -TOWER ( ) F1 A55EMBLY AS SHOWN R2 ASSEMBLY A5 SHOWN F = FACTORY FINISH MFR = MANUFACTURER WD = WOOD (SOLID GORE) V = VARNISH F2 I A55EMBLY AS SHOWN (OMIT 1,2,43) BA515 OF DESIGN - TYP. UNLESS NOTED OTHERWISE (PER DOOR AND FRAME TYPES) ALUM. STOREFRONT ENTRY: RE: FRAME 4 GLAZING NOTES, BELOW. DOORS: MEDIUM STILE HEAVY DUTY 1 FINISH : ANODIZED ALUMINUM 2 1 2 3 EXTERIOR HM DOORS MANUF.: CURRIE5 (OR EQUAL) ° 4 SERIES: 607 SERIES COMPOSITE SPECIES/CUT: N/A FINISH: FIELD PAINT 3 NOTES: MIN U-FAGTOR = 0.50 5 it I� III-1�1 'I- -'"Fi �_ -I�� ;1�-1 I - -r TI 5 STOREFRONT FRAME & GLAZING NOTES —I �; �- (ALL SCHEDULED STOREFRONT SYSTEMS, DOORS 4 FRAMES, AS APPLIES) 1. RE: SHEET A3.3.1 FOR STOREFRONT CONFIGURATION AND ADDITIONAL 4. INSULATING GLASS SCHEDULE b INFORMATION. A. EXTERIOR GLAZING: LOW -E -COATED, CLEAR INSULATING GLASS. O FLOOR FINISH PER INTERIOR DRAWINGSO ROOFING - ROOFING SYSTEM PER ROOF PLAN 2. ALUM. STOREFRONT BA515 OF DESIGN: 1. BASIS-0F-DE5IGN PRODUCT: PPG INDUSTRIES, INC. 'SOLARBAN MANUF.: ARCADIA (OR SIM.) 60' (2) ON 6 MM CLEAR (OUTDOOR LITE) + 1/2" AIR + 6 MM TYPE: A6451T SERIES CLEAR (INDOOR LITE). FINISH: CLEAR ANODIZED DOORS: MEDIUM STILE 2. OVERALL UNIT THICKNE55: 1 INCH. MINIMUM THICKNESS OF EACH GLASS LITE: 6 MM. 3. ALL GLAZING AT DOORS, SIDELITES, AND STOREFRONT APPLICATIONS SHALL BE SAFETY GLAZING (FULLY -TEMPERED) - (TYP.-U.N.O.) 4. OUTDOOR LITE: ANNEALED FLOAT GLASS. 4. STOREFRONT ENTRY DOORS IECG MIN. VALUES (U=0.30, SH6C=0 30) 5. INTERSPACE CONTENT: AIR. O REINFORCED CONCRETE SLAB CONSTRUCTION PER STRUCTURAL UNDERLAYMENT - PROVIDE ROOFING MFR RECOMMENDED O UNDERLAYMENT REQUIRED FOR WATERTIGHT ROOFING SYSTEM 15 MIL VAPOR BARRIER PLACED DIRECTLY ON BASE COARSE O MATER AL. TAPE ALL SEAMS AND ADHERE TO STEM WALL AT PERIMETER. R-36 MIN BATT INSULATION W/ VB FACING HELD TIGHT TO3. 3 UNDERSIDE OF SHEATHING AND WIRED TO TRUSSES. O SHEATHING PER STRUCTURAL 4" MIN. COMPACTED BASE COARSE. GW/ STRUCTURAL O 6. INDOOR LITE: ANNEALED FLOAT GLASS. 7. LOW -E COATING: SOLARBAN 60 ON SECOND SURFACE. O ROOF FRAMING MEMBERS PER STRUCTURAL OUND15TURBED NATIVE MATERIAL OR STRUCTURAL FILL. CW/ 5 STRUCTURAL AND CIVIL. O CEILING FINISH PER INTERIOR DRAWINGS. AT EXTERIOR SOFFIT CONDITIONS, RE: ROOF PLAN AND EXTERIOR FIN15H SCHEDULE. 5. WINTER NIGHTTIME U -FACTOR: 0.30 MAXIMUM. 4. SUMMER DAYTIME U -FACTOR: 0.30 MAXIMUM. 10. VISIBLE LIGHT TRANSMITTANCE: 65% PERCENT MINIMUM. 11. SOLAR HEAT GAIN COEFFICIENT: 0.30 MAXIMUM. INTERIOR PARTITION WALL ASSEMBLY FIRE RATING (REF) 12. SAFETY GLAZING (FULLY TEMPERED) AS INDICATED. WX1 A5 SHOWN 2 HR (U301) WX2 AS SHOWN (1,25,46 PROVIDED BY FUTURE TENANT N.I.G.) 2 HR (U301) HARDWARE SCHEDULE (ALL SCHEDULED DOORS, EXCEPT A5 NOTED. GROUPS ARE BASED ON SINGLE LEAF. ADJUST FOR DOUBLE DOORS) HARDWARE GROUP 41 (ENTRY STOREFRONT) ALL HARDWARE, INCLUDING CONGEALED RODS FOR 3 -POINT LOGKING, WEATHERSTRIPPING, OL05ER 4 HINGE BY STOREFRONT MANUFACTURER (TYP.-U.N.O.): 1 1, 7 3 EA. HINGE STANDARD OFFSET PIVOT SET ARCADIA OR EQUAL 14 1 EA. THRESHOLD 2-12-1_D PEMKO 1 EA. PULL HANDLE RM5664-4 x 36" CTC 48" (105) ROGKWOOD 1 EA. PUSH PLATES TOA (3"x12") ROGKWOOD 4 _ 6 1 EA. ENTRY LOCK SET PER BUILDING OWNER REQ. 1 EA. DOOR LOCK INDICATOR 4069 ADAMS RITE - 1 EA. CONGEALED CLOSER MFR STANDARD ARCADIA 3 _ - 1 EA. WEATHERSTRIPPING MFR STANDARD ARCADIA HARDWARE GROUP #2 (SERVICE ENTRY): W INTERIOR ALL FINISH SYSTEM -IAS SCHEDULED. RE: INTERIOR 1 O FIN15H SCHEDULE 3 EA. HINGE MP79 4.5x4.5 MGKINNEY 1 EA. PASSAGE LOCK SET 1 EA. SILENCER 608 ROGKWOOD GYPSUM BOARD - 5/5" TYPE X O RAT ED RATA55ED 1 EA. WEATHERSTRIPPING 1 EA. SURFACE CLOSER DORMAHERE 3 BATT INSULATION - ACOUSTICAL BATT INSULATION W INDICATED ON PLAN PER UL LISTING REQ. O2x4 DF #2 WOOD STUDS ® 16" O.G. OGYPSUM BOARD - 5/8" TYPE X b INTERIOR WALL FINISH SYSTEM - A5 SCHEDULED. RE: INTERIOR FIN15H SCHEDULE, INTERIOR ELEVATIONS 4 DETAILS OWALL 5HEATHIN6 PER STRUCT REQUIREMENTS. LINDGREWLABRIE A R C H I T E C T U R E LICENSED ARCHITECT AR.2313 5/9/2019 OF IDAHO COPYRIGHT © 2019 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:LabrieArchitecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET SCHEDULES DRAWING SHEET REVISIONS x DATE REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 23 MAR 2019 SCALE: AS NOTED JOB NO. 18176 A3.1 W -� z m O z a� M -C C: -C L 0 co 2) O U co CID -0 z W Q COPYRIGHT © 2019 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:LabrieArchitecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET SCHEDULES DRAWING SHEET REVISIONS x DATE REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 23 MAR 2019 SCALE: AS NOTED JOB NO. 18176 A3.1 WINDOW & STOREFRONT TYPES "I 1-5 AT STUCCO AND AT 51DING FOR L CONDITION U.N.O. STOREFRONT ENTRY STEM O ENTRY SYSTEM OC ENTRY SYSTEM OD ENTRY SYSTEM OE ENTRY SYSTEM DOOR FRAME TYPES 2" FRAME TYP. 4 Aq.1 DOOR, SGH EF1 H OR A9.1 RE: FLOOR PLAN FINISH FLOOR DOOR TYPES W LS W SAFETY GLAZING (FULLY -TEMPERED) PFQ V.WF=n rt 11=1 c PFR C.r.LIFn r��„vi c CL PER 51NGLEPER 5CHED SINGLE z SCALE: AS NOTED m 18176 Q DOOR (1)-� 1 U 4Z 2" C HARDWARE C 'a E HT, MT. >C 0 U ZONE O �O W DOOR PULL Q DEAD BOLT Q r `t m i ry fV = E 1 S SIINGRLE 50LID E2SOUB' E SOLID 1-8 AT 571UCCO AND 4T 51DING FOR L CONDITION U.N.O. TAIL Acl.1-12 FOR L CONDITION U.N.O. RE: FLOOR PLAN OL FIN15H FLOOR E 1 FL SINGLREFUFULL LIGHT EXTERI E 2 F L DOUBLELL LIGHT LINDGREWLABRIE A R C H I T E C T U R E LICENSED ARCHITECT AR.2313 ' 5/9/2019 BRM RIE 1 STATE OF IDAHO 0) W CHECKED BY: BGL DATE: z SCALE: AS NOTED m 18176 Q zL (1)-� U 4Z 00 C = C 'a E >C 0 U Z W Q COPYRIGHT © 2019 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET DOOR & WINDOW TYPES DRAWING SHEET REVISIONS A DATE REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 23 MAR 2019 SCALE: AS NOTED JOB NO. 18176 A3.2 OA "1 ROOF PLAN SCALE 1/8" = 1'-0" GENERAL NOTES A. ALL SHEET METAL WORK SHALL CONFORM TO THE REQUIREMENTS OF S.M.A.C.N.A. ARCHTIECTURAL SHEET METAL MANUAL 1987 OR LATER EDITION B. FINI5H ALL ROOF TOP PENETRATIONS TO MATCH ROOFING MATERIAL COLOR G. ROOF SLOPES ARE 4":12" FOR SINGLE PLY ROOFING SHEET NOTES 501. LINE OF ROOF EDGE. TYP 502. METAL GUTTER 5Y5TEM AS SCHEDULED. TYP. 503. DASHED LINE INDICATES HALL BELOW. TYP. 504. FUTURE RTU LOCATIONS SHOWN FOR COORDINATION ONLY. UNITS AND CUR55 TO BE PROVIDED WITH TENANT IMPROVEMENTS UNDER SEPARATE PERMIT 505. TAPERED INSULATION CRICKETING A5 REQUIRED. 5HOAN HATCHED FOR CLARITY. 50(b. PARAPET (TYP) 507. 30" x 36" ROOF ACCESS HATCH. COORDINATE LOCATION WITH ROOF FRAMING. 508. MECHANICAL EQUIPMENT ZONE. CW/ STRUCTURAL SHEET LEGEND D5 INDICATES LOCATION OF DOWNSPOUT AS SCHEDULED. ROUTE ON WALL SURFACE WITH ARCHITECT IN FIELD PRIOR TO INSTALLATION. DAYLIGHT AT LOWER ROOF BELOW. PROVIDE SPLASH PAN ® ROOF SCUPPER, CONDUCTOR HEAD$ DOWN5POUT. TIE INTO 5U5 SURFACE COLLECTION SYSTEM. CW/ CIVIL. ROUTE R- ROOF ASSEMBLY DESIGNATION. RE A3.1 ASSEMBLIES ROOFING SYSTEM SPECS gpM SINGLE PLY MEMBRANE ROOFING MFR: FIRESTONE OR EQUAL MEMBRANE: RUBBERGARD ECOAHITE EPDM SYSTEM OR EQUAL MEMBRANE 5PE65: .060" THICKNE55 MIN. INSULATION: FIRESTONE TAPERED 150 95+ GL OR SIMILAR. FULLY ADHERED TO ROOF SHTG. INSTALLATION: MANUFACTURERS STANDARD INSTALLATION REQUIREMENTS AND DETAILS FOR INSTALLATION OF ROOFING SYSTEM. PROVIDE COMPLETE WATERTIGHT SYSTEM AND EXTEND SYSTEM UP PARAPET HALLS AND UNDER COPING SYSTEM AT TOP OF AALL. FLASH ALL PENETRATIONS PER ROOFING MANUFACTURERS 5TANDARD DETAILS. COLOR: WHITE SR ASPHALT SHINGLE ROOFING MFR:GAF OR EQUAL MEMBRANE: TIMBERLINE ULTRA HD MEMBRANE SPECS: FIRBERGLA55 ASPHALT SHINGLE CLA55 A FIRE LISTED - UL -7110 5-5/8" EXPOSURE INSTALLATION: ATTACH PER MANUFACTURERS APPROVED FASTENERS AND INSTALLATION METHOD FOR SUBSTRATE ENCOUNTERED. USE COLORED FASTENERS. UNDERLAYMENT: "DECK -ARMOR' BY GAF COLOR: SELECTED FROM MFR STANDARD METAL EDGE TRIM $ FLASHING: 26 GA. MIN. GALVALUME MATAL FA501A $ COPING 26 GA. MIN. PREFIN15HEP TO MATCH 5HERWIN WILLIAM5 - 5A 2848 ROYCROFT PEWTER ROOF DRAINAGE SYSTEM GUTTERS: CONTINUOUS ALUMNINUM, .032 IN THICK, I-REFIN15HED - COLOR SELECTED BY ARCHITECT DOAN5POUT5: 3" RECTANGULAR CORRUGATED, COLOR SELECTED BY ARCHITECT P LINDGREWLABRIE A R C H I T E C T U R E LICENSED ARCHITECT AR.2313 5/9/2019 COPYRIGHT © 2019 Lindgren:Labde Architecture, PLIC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET ROOF PLAN DRAWING SHEET REVISIONS A DATE REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 09 MAY 2019 SCALE: AS SHOWN JOB NO. 18176.01 A5.1 W Z m C:) Zd t-+ M L i00 NC L L (DCCU 3 O Uco co x z W Q 0. COPYRIGHT © 2019 Lindgren:Labde Architecture, PLIC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET ROOF PLAN DRAWING SHEET REVISIONS A DATE REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 09 MAY 2019 SCALE: AS SHOWN JOB NO. 18176.01 A5.1 A'1.1 O A B 616 � SOFFIT 604 617 SOFFIT 4rte— - 117-0, T.O. FRAMING r__-________� I I I I � 611 I I L -J 3 SOUTH ELEVATION SCALE 1/8"=1'-0" 109'-0" ilk WDW OPENING 100'-0" FINISH FLOOR 1 WEST ELEVATION SCALE 1/8"=1'-0" 2 NORTH ELEVATION SCALE 1/8"=1'-0" 4 EAST ELEVATION SCALE 1/5"=1'-0" GENERAL NOTES A. INSTALLATION OF ALL EXTERIOR FIN15H SYSTEMS TO BE PER MANUFACTURER'S STANDARD DETAILS FOR CONDITIONS ENCOUNTERED WHERE NOT SPECIFICALLY DETAILED OR SPECIFIED. B. RE: FLOOR PLANS FOR WINDOW AND DOOR TYPE DESIGNATION5. G. NOT ALL ITEMS ARE NOTED ON ALL ELEVATIONS. LIKE CONDITIONS DEPICTED ARE TO BE TREATED THE SAME AS NOTED CONDITIONS. ANY ITEMS IN QUESTION ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AS REQUIRED PRIOR TO INSTALLATION. SHEET NOTES O G-1 601. METAL COPING GAP A5 DETAILED TYP. 602. ARCHITECTURAL COMPOSITION ROOFING SYSTEM, A5 z SCHEDULED. RE: ROOF PLAN 5T-1 603. STUCCO FIN15H SYSTEM, AS SCHEDULED (BASE COLOR) 5T-2 604. STUCCO FIN15H SYSTEM, A5 SCHEDULED (ACCENT COLOR) G5-1 605. STONE VENEER SYSTEM, AS SCHEDULED F-1 606. ALUMINUM STOREFRONT DOOR ASSEMBLY, AS SCHEDULED. G-1 60-7. PRE -FINISHED CONDUCTOR 4 DOWNSPOUT, AS SCHEDULED 5F-1 608. HORIZONTAL/VERTICAL STUCCO REVEAL JOINT F-1 609. STOREFRONT WINDOW ASSEMBLY, A5 SCHEDULED ST -2 610. STUCCO HEAD TRIM AND SOFFIT SYSTEM 611. ELECTRICAL PANELS, METER, AND GA5 METER LOCATION. CW/ n LANDSCAPE FOR 5CREENING. PAINT TO MATCH WALL COLOR. T-2 612. 4" FOAM GAP PROFILE WITH STUCCO FINISH. G-1 613. PRE-FINI5HED CONTINUOUS GUTTER SYSTEM 0/ 1X8 GFB FASCIA PAINTED TO MATCH 5T-2 614. GFB SOFFIT PANEL PAINTED TO MATCH 5T-2. PERIMETER EDGE TRIM AND BATTENS AT ALL SEAMS 615. DOOR 8 FRAME AS SCHEDULED. PAINT TO MATCH STOREFRONT 616. 1X8 GFB FASCIA PAINTED TO MATCH 5T-2 G-1 61"1. PRE -FINISHED DOWNSPOUT EXTERIOR FINISH SCHEDULE 5T-1 STUCCO SYSTEM 5T-2 GEMENTITIOU5 STUCCO SYSTEM MFR: N/A 5PEC5: 1/2" THICK SMOOTH w/ SYNTHETIC TOP COAT FINISH: SANDPEBBLE FINE ST -1 COLOR: TO MATCH 5W 2644 ROYGROFT M15T GRAY 5T-2 COLOR: TO MATCH 5W 2829 CLA551CAL WHITE INSTALLATION: MOISTURE BARRIER: PROVIDE 1 LAYER OF TYPE 1 FELT OR EQUAL TYVEK 5TUCG0 WRAP ATTACHED TO WALL SHTG. FLASHING: PROVIDE FLA5HIN6 WITH DRIP EDGE AT BASE OF 5I1:)IN6 SYSTEM AND WINDOW HEADS AS DETAILED TRIM, REVEAL, $ EDGE SHAPES: 'FRY REGLET' OR EQUAL A5 DETAILED G5-1 CULTURED STONE VENEER PER OWNER SELECTION MFR: ELDORADO STONE OR EQUAL INSTALLATION: PER MANUFACTURER STANDARD REQUIREMENTS AND DETAILING. F-1 STOREFRONT 4 OVERHEAD DOOR SYSTEM: SPECIFICATIONS: REFERENCE SCHEDULES COLOR: DARK BRONZE ANODIZED G-1 FASCIA GUTTER, COPING, CLADDING, GAP TRIM/ ACCENT TRIM: COLOR: MATCH 5W 2848 ROYCROFT PEWTER 177■1 LINDGREN:LABRIE A R C H I T E C T U R E LICENSED ARCHITECT AR.2313 5/9/2019 0) W -� z m J o z -C U- L 00co n 0C U V ry mCU E E U m � Z W Q w COPYRIGHT © 2019 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labde Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET BUILDING ELEVATIONS & TRASH ENCLOSURE DRAWING SHEET REVISIONS A, I DATE REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 23 MAR 2019 SCALE: AS SHOWN JOB NO. 18176 A6.1 2 BUILDING SECTION 5GRLE 1/811=T-0" 1 A=r., 715 7Q1 713 714 708 - "7072 705 704 i 1OQ'-0,I FIN15H FLOOR I L)5) C'-1 �706 BUILDING SECTION SGALF— 1/5"=V-0" 117'�J" --� T.O_ FRAMING !SEARING HT. 707 7116 703 1 DO'-O'I FINISH FLOOR 3BUILDING /J}/SECTION ',.dGALE I/ 511=11-011 GENERAL NOTES A_ RE: ROOF $ FLOOR PLAINS FOR ,A55EMBLY TYPE DE51ONA7ION5. C. NOT ALL ITEMS ARE NOTED ON ALL 5ECTION5. LIKE CONDITIONS DEPICTED ARE TO BE TREATED THE SAME AS NOTED CONDITIONS. ANY ITEMS IN QUESTION ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION A5 REOUIRED. ## SHEET NOTES 701. PERIMETER SLAB ON GRADE CONSTRUCTION. GW/ 5TRUCT. 702. LINE OF FUTURE CONCRETE 5LA5. 703. FOOTING/STEM 1^IALL CW/ STRUGT 704, TURN DOWN SLAS AT ENTRANCE AND STOREFRONT LOCATIONS. GW/ STRUGT °705. WIN,70W/5TOREFRON7 SYSTEM AS SCHEDULED. 706. CONC. WALK OR FIN15H GRADE. GW/ CIVIL 707. ROOF FRAMING 705. ROOF ASSEMBLY PER PLAN 70ci. EXTERIOR WALL ASSEMBLY PER PLAN 7107. OVER -BUILD ENTRY STRUCTURE FRAMING GW/ STRUGT 711. EXTEND ROOF INSULATION AT OVERBUILD AREA 712. CAVITY INSULATION TO EXTEND 12" BEYOND TOP OF ROOF INSULATION 713. FUTURE MECH EQUIPMENT SHOWN FOR REFERENCE ONLY. 714. PARAPET HALL BEYOND. RE: ROOF PLAN FOR ELEVATIONS. 715. CONDUCTOR HEAD AND DOANSPOUT. RE: ROOF PLAN 716. PARTITION WALL ASSEMBLY PER PLAN Eiii LINDGREWLABRIE A R C H I T E C T U R E LICENSED .ARCHITECT AR.2313 5%9/2019 BRETT G. LABRIE STATE OF IDAHO COPYRIGHT ® 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. I DRAWING SET ISSUED FOR BID/CITY SET BUILDING SECTIONS DRAWING SHEET REVISIONS A,I DATE I REMARKS DRAWN BY: STAFF CHECKED BY: B'GL DATE. 23 MAR 2019 SCALE. AS SHOWN JOB No. 18176 A7. 1 W Z3 z 0 L 4 -co 00.....,w C .� E E O -0 co (0 x z UJ COPYRIGHT ® 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. I DRAWING SET ISSUED FOR BID/CITY SET BUILDING SECTIONS DRAWING SHEET REVISIONS A,I DATE I REMARKS DRAWN BY: STAFF CHECKED BY: B'GL DATE. 23 MAR 2019 SCALE. AS SHOWN JOB No. 18176 A7. 1 ROOF A: ROOF F PER "' "1B FASCIA 'AL ROOF EDGING 1X8 GFB FASCIA �t 1X2 GFB \PERIMETER SOFFIT TRIM 1X GFB SOFFIT BOARD 'J' TRIM 5CREED 8 SEALANT A5 REQ STUCCO SYSTEM AS SCHEDULED 17 TYPICAL EAVE SCALE: 1-1/2"=1'-0" WALL ASSEMBLY PER WALL TYPE T -47q X 9"1:) X T -4"H 12 GA. METAL CONDUCTOR HEAD LINE OF TAPERED COVER ATTACHED TO CONT. q" INSULATION TYP. ANGLE W/ 5HT. MET. 5CREW5 EA. SIDE. THROUGH HALL SCUPPER ROOFING SYSTEM I I MEMBRANE Q Acl -19 LINE OF DOWNSPOUT BELOW FLASHING UNDER ROOFING 12"A X 8"D X 12"H FULLY ADHERED 12 GA. CONDUCTOR HEAD EPDM NiC�MBRANE 2"X2"X12 GA. METAL ANGLE FLA5H G PER ROOFING MFR TACK WELDED TO WALL CLADDING EA. 51DE FOR COVER MOUNTING NOTE: ALL SHEET METAL WORK SHALL CONFORM TO THE REQ. OF 5.M.A.G.N.A. ARCH. SHEET METAL MANUAL, lcI57 ED. OR LATER 1THROUGH8 WALL SCUPPER v SCALE: 1"=1'-0" FULLY ADHERED EPDM MEMBRANE FLASHING PER ROOFING MFR THROUGH WALL SCUPPER 1'-47q X q"D X 1'-4"H SYSTEM. RE: x 12 GA. METAL CONDUCTOR A9 1-20 HEAD COVER OPEN TOP & q" BOTTOM (FEILD PAINT) LOkN POINT OF RF- � 12"W X 8'D X 12"H x 12 GA. CONDUCTOR HEAD DOWNSPOUT SYSTEM. WALL A55EMBLY PER HALL TYPE NOTE: ALL SHEET METAL WORK SHALL CONFORM TO THE REQ. OF 5.M.A.C.N.A. ARCH. SHEET METAL MANUAL, 1q8-7 ED. OR LATER 1 9 THROUGH WALL SCUPPER SCALE: 1"=1'-0" COORDINATE DIMEN51ON W/ HALL SOLDER JOINT (TYP) 20 &A. &ALV. 5CUPPER 1-1/2" MOUNTING FLANGE MIN. ALL AROUND OPENING 1" MIN. DRIP EDGE EXTENSION AT SILL **COMPLY WITH 5.M.A.G.N.A. MANUAL 20 SCUPPER SLEEVE ISOMETRIC SCALE: 3/4"=1'-0" 2X6 LEDGER ATTACHED TO FRAMING W/ (2) SD525415 @ 16" OG INTO STUDS OR HEADER - PER WALL ---TYPE EXTEND WALL SHEATHING ONTO BACK SIDE OF HEADER -51MP50N HANGER 2X6 PARAPET FRAMING ROOF MEMBRANE AS 2X6 SOFFIT FRAMING SCHEDULED AT 24" Or, EXTERIOR HALL SHEATHING PER 5TRUCT -1/16 OSB MIN. STOREFRONT AS SCHEDULED FRY REGLET FASCIA CORNER MOLDING FGM -50 OR EQUAL. COLOR TO MATCH STOREFRONT. HEAD $ JAMBS PERIMETER CAULK TYP JAMB BEYOND FOAM PROFILE WITH STUCCO FINISH STUCCO FIN15H A5 SCHEDULED 13 ST;O/REFRONT HEAD AT SOFFIT 9 SOF/FIT AT WALL TRANSITION SYSTEM AS SCHEDULED FOAM GAP PROFILE W/ STUCCO FINISH STONE VENEER SYSTEM AS PER WALL f TYPE 1 4 VENEER CAP TRIM SCALE: 1-1/2"=1'-0" ROOF ASSEMBLY AS SCHEDULED FRAMING PER 5TRUCT FUTURE GEILING� LOCATION EDGE OF SOFFIT ABOVE11 - 1- 2X FRAMING PER STRUGT SHEATHING PER 5TRUCT 4 GRID IE N IF �QQ O STUCCO SYSTEM AS PARAPET COPING BEYOND WHERE OCCURS INSTALL BASE FLASHING AND COUNTER FLASHING SYSTEM. PREFINI5HED TO MATCH COPING ROOFING MEMBRANE EXTENDED UP WALL TO HEIGHT OF ADJACENT PARAPET REW 10 STUCCO TRANSITION AT ROOF 5GALE: 1-1/2"=1'-0" 2X6 \ \ INTEGRAL SOFFIT SUB FASCIA STONE VENEER AS FRMG BY TRU55 SCHEDULED j SCALE: 1"=1'-0" \ \ \ BASE FLASHING W/ 'D' METAL ROOF EDGING DRIP a� M z: 00 FOAM PROFILE WITH STUCCO FINISH STUCCO FIN15H A5 SCHEDULED 13 ST;O/REFRONT HEAD AT SOFFIT 9 SOF/FIT AT WALL TRANSITION SYSTEM AS SCHEDULED FOAM GAP PROFILE W/ STUCCO FINISH STONE VENEER SYSTEM AS PER WALL f TYPE 1 4 VENEER CAP TRIM SCALE: 1-1/2"=1'-0" ROOF ASSEMBLY AS SCHEDULED FRAMING PER 5TRUCT FUTURE GEILING� LOCATION EDGE OF SOFFIT ABOVE11 - 1- 2X FRAMING PER STRUGT SHEATHING PER 5TRUCT 4 GRID IE N IF �QQ O STUCCO SYSTEM AS PARAPET COPING BEYOND WHERE OCCURS INSTALL BASE FLASHING AND COUNTER FLASHING SYSTEM. PREFINI5HED TO MATCH COPING ROOFING MEMBRANE EXTENDED UP WALL TO HEIGHT OF ADJACENT PARAPET REW 10 STUCCO TRANSITION AT ROOF 5GALE: 1-1/2"=1'-0" BREAK METAL TRIM 8 SEALANT AS REQ 2X6 \ \ INTEGRAL SOFFIT SUB FASCIA \ FRMG BY TRU55 PER HALL m SCALE: 1"=1'-0" \ \ \ MFR 'D' METAL ROOF EDGING _ a� M DOOR AS 00 C L L 0 C SCHEDULED (TYP.) STUCCO FINISH O U M-0 x `mQ0 v SYSTEM AS 5CHED Z W Q ALUM. THRESHOLD, N - - 4 CONTINUOUS CORNER MOLDING 5/16" GFB SOFFIT GUTTER A5 (TYP.) METAL 'J' TRIM SCREED STUCCO FIN15H SYSTEM PANEL W/ 1 1/2" SCHEDULED FGM -50 OR EQUAL. A5 SCHEDULED BATTENS AT 1 1/2" PRE -MOLDED "_ SEAMS 1X8 GFB FASCIA COLOR TO MATCH 1X2 GFB PERIMETER JOINT FILLER d SOFFIT TRIM STOREFRONT. HEAD d FINISH, AS TYPICAL EAVE 11 SEALANT SCALE: i -1/2"=1'-O" 14, — Z-2" JAM65 SGHED. (TYP.) VENEER AS TRIM AT JAMB SCHEDULED BEYOND—,4,STOREFRONT SCHEDULED AS CIVIL PERIMETER CAULK TYP SCHEDULED d TRIM JAMB BEYOND 4 d Q HEAD SHOWN /JAMB SIMILAR Q a SCREEDMETAL DRIP 5 STOREFRONT SCALE: 1-1/2"=1'-0" FLOOR SLAB OVER 1 STOREFRONT THRESHOLD &SEALANT FLASHING AT INTERIOR POUR AT STOREFRONT. ry AS REQ aii i COMPRESSIBLE TUBE FOR GW/ STRUGT BREAK METAL TRIM 8 SEALANT AS REQ w FIN15Ha .. A CL GRADE ° d d ' PER CIVIL iV f .4 d � a 4- 4..'°>'a. a a - e ,d. °. c d . STEM t^IALL PERn d STRUGT e W STOREFRONT AS SCHEDULED 16 0 ENTRY PILASTER PER HALL m SCALE: 1"=1'-0" w FIN15Ha .. A CL GRADE ° d d ' PER CIVIL iV f .4 d � a 4- 4..'°>'a. a a - e ,d. °. c d . STEM t^IALL PERn d STRUGT e 6 ROOF ACCESS HATCH SCALE: ROOF HATCH, RE: Aq.1-6 /METAL BRACKET, SEE PLW AN VIEW BELO Z`ROOF ASSEMBLY PER TYPE ROOF TRUSS, IN BACKGROUND ° CW/ STRUCTURAL 5/8 " C X REQ'D SELF DRILLING SCREWS 6"X206A METAL STUD BLOCKING STEEL LADDER A/ 1" �P RUNGS LU 0 HALL A55EMBLY PER PLAN Z - METAL BRACKET ATTACH TO FLOOR DECK W/ (2) 1/2" 0 EXPANSION 0 ANCHORS AS REQ'D. z K 0 � FLOOR ASSEMBLY "r Q PER PLAN METAL BRACKET 7 TYPICAL ROOF LADDER SCALE: 3/4"=1'-0" EXTEND ROOFING MEMBANE OVER TOP OF PARAPET HALL 2X6 PARAPET FRAM I NGf ROOF MEMBRANE AS SCHEDULED------ 1/2" EXTERIOR GYP i PRE -FINISHED METAL COPING ASSEMBLY { �tV y FOAM PROFILE WIT STUCCO FINISH STUCCO FINISH AS Q SCHEDULED 2 - ,3 FOAM PROFILE WITH STUCCO FINISH W INTERIOR i 0 z EXTERIOR PER HALL m = o _ TYPE _ a� M DOOR AS 00 C L L 0 C SCHEDULED (TYP.) STUCCO FINISH O U M-0 x `mQ0 v SYSTEM AS 5CHED Z W Q ALUM. THRESHOLD, FRY REGLET FASCIA SET IN SEALANT CORNER MOLDING (TYP.) FGM -50 OR EQUAL. 1 1/2" PRE -MOLDED "_ COLOR TO MATCH JOINT FILLER d STOREFRONT. HEAD d FINISH, AS SEALANT 14, JAM65 SGHED. (TYP.) STOREFRONT AS GONG WALK. GW/ SCHEDULED CIVIL PERIMETER CAULK TYP 4 d d � JAMB BEYOND 4 d Q HEAD SHOWN /JAMB SIMILAR Q a GONG. FLOOR SLAB 5 STOREFRONT SCALE: 1-1/2"=1'-0" HEAD (STUCCO) 1 STOREFRONT THRESHOLD INSULATED ROOF HATCH INTERIOR EXTERIOR COMPRESSIBLE TUBE FOR WEATHER TIGHT SEAL 0 FLASHING. JAMB BEYOND HM DOOR 8 -- EXTEND BELOW ROOF FRAME AS Z HATCH COUNTERFLASH SCHEDULED WOOD BLKG 311 MIN.,rz LAP SEALANT AROUND T ROOFING SYSTEM AS PERIMETER OF SCHEDULED THRESHOLD A5 HATCH. FIRE SCHEDULED tu J TREATED AT RATED OR NON- 0 SEALANT COMBUSTIBLE 3 0 W ROOF N 4 GONG. WALK ASSEMBLY PER CIVIL ROOF FRMG AROUND OPENING AS REQ'D. GA/ STRUGT HALL ASSEMBLY PER PLAN STEEL LADDER RE: Aq.1-7 CONCRETE FLOOR SLAB 6 ROOF ACCESS HATCH SCALE: ROOF HATCH, RE: Aq.1-6 /METAL BRACKET, SEE PLW AN VIEW BELO Z`ROOF ASSEMBLY PER TYPE ROOF TRUSS, IN BACKGROUND ° CW/ STRUCTURAL 5/8 " C X REQ'D SELF DRILLING SCREWS 6"X206A METAL STUD BLOCKING STEEL LADDER A/ 1" �P RUNGS LU 0 HALL A55EMBLY PER PLAN Z - METAL BRACKET ATTACH TO FLOOR DECK W/ (2) 1/2" 0 EXPANSION 0 ANCHORS AS REQ'D. z K 0 � FLOOR ASSEMBLY "r Q PER PLAN METAL BRACKET 7 TYPICAL ROOF LADDER SCALE: 3/4"=1'-0" EXTEND ROOFING MEMBANE OVER TOP OF PARAPET HALL 2X6 PARAPET FRAM I NGf ROOF MEMBRANE AS SCHEDULED------ 1/2" EXTERIOR GYP i PRE -FINISHED METAL COPING ASSEMBLY { �tV y FOAM PROFILE WIT STUCCO FINISH STUCCO FINISH AS Q SCHEDULED 2 - ,3 FOAM PROFILE WITH STUCCO FINISH 12 TYP-1STOREFRONT SILL @ FLOOR 8 COPING AT STUCCO O 2 HM DOR THRESHOLD SCALE: 3"=1'-0" EXTERIOR FINISH ALL TYPE WOOD STUD FRAMING SYSTEM AS ATTACHED PER 5TRUCT 5CHED COMPRESSIBLE FOAM �51LL SEAL FINISH GRADE a d. a .. ° PER CIVIL ° d BASE FLASHING a d A/ DRIP STEM WALL PER FLOOR SLAB STRUGT d ° a VAPOR BARRIER d EXTENDED TO TOP ° a OF STEM ° ° R-10 RIGID d FOUNDATION INSUL °" d TO TOP OF FTG 3 TYP FLOOR SLAB @ WALL SCALE: r—PER HALL TYPE EXTERIOR - INTERIOR HEADER PER STRUCT STUCCO FINISH SYSTEM AS 5H FRY REGLET FASCIA CORNER MOLDING FGM -50 OR EQUAL. COLOR TO MATCH STOREFRONT. HEAD d JAMBS HEAD SHOWN (JAMB SIMILAR) HM DOOR HEAD 4 SCALE: 3"=1'-0" H.M. FRAME AND DOOR ASSEMBLY ✓ AS SCHEDULED. LINDGREWLABRIE A R C H I T E C T U R E LICENSED ARCHITECT AR.2313 5/5/2019 STATE OF IDAHO W 0 z m = o H a� M 00 C L L 0 C CIO 2) O U 12 TYP-1STOREFRONT SILL @ FLOOR 8 COPING AT STUCCO O 2 HM DOR THRESHOLD SCALE: 3"=1'-0" EXTERIOR FINISH ALL TYPE WOOD STUD FRAMING SYSTEM AS ATTACHED PER 5TRUCT 5CHED COMPRESSIBLE FOAM �51LL SEAL FINISH GRADE a d. a .. ° PER CIVIL ° d BASE FLASHING a d A/ DRIP STEM WALL PER FLOOR SLAB STRUGT d ° a VAPOR BARRIER d EXTENDED TO TOP ° a OF STEM ° ° R-10 RIGID d FOUNDATION INSUL °" d TO TOP OF FTG 3 TYP FLOOR SLAB @ WALL SCALE: r—PER HALL TYPE EXTERIOR - INTERIOR HEADER PER STRUCT STUCCO FINISH SYSTEM AS 5H FRY REGLET FASCIA CORNER MOLDING FGM -50 OR EQUAL. COLOR TO MATCH STOREFRONT. HEAD d JAMBS HEAD SHOWN (JAMB SIMILAR) HM DOOR HEAD 4 SCALE: 3"=1'-0" H.M. FRAME AND DOOR ASSEMBLY ✓ AS SCHEDULED. LINDGREWLABRIE A R C H I T E C T U R E LICENSED ARCHITECT AR.2313 5/5/2019 STATE OF IDAHO COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET DETAILS (1-20) DRAWING SHEET REVISIONS /7xF DATE I REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 23 MAR 2019 SCALE: AS NOTED JOB NO. 18176 A9.1 W 0 z m = o Z a� M 00 C L L 0 C CIO 2) O U M-0 x `mQ0 v Z W Q COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET DETAILS (1-20) DRAWING SHEET REVISIONS /7xF DATE I REMARKS DRAWN BY: STAFF CHECKED BY: BGL DATE: 23 MAR 2019 SCALE: AS NOTED JOB NO. 18176 A9.1 APPROVED BY: APPROVED BY: CIVIL SITEWORK FOR: N �LINE 0 RE)rBlIRGIN ;gul2 U -J` W U BEING PART OF THE NORTHWEST 1/4 OF c� �N SECTION 30, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN, REXBURG, MADISON COUNTY, IDAHO ¢ F L Iz U° CITY OF REXBURG ENGINEERING DEPARTMENT CITY OF REXBURG FIRE DEPARTMENT Rexburg Idah o PROJECT NO. 19046 2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED, S. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN, SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 10. SITE ADDRESS: 163 W MAIN ST. REXBURG, IDAHO WATER NOTES: 1. WATER SERVICE IN PROJECT WILL BE PVC. 2. CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD -402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOT INCLUDING THE WATER METER. 3. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2017 ISPWC DETAIL SD -403. PROVIDE TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TO PHASED DEVELOPMENT. 4. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. 5. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD -407. 6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN. 7. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9. 8. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USE STANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATION TOLERANCES. 9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC.... 10, WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS). 11. WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10" AND SMALLER DIAMETER PIPES AND BUTTERFLY VALVES FOR LARGER DIAMETER PIPES RATED AT 250 PSI OR GREATER. SEWER NOTES: 1. ALL STORM SEWER PIPING IS TO BEADS N 12 WT IB PIPE MEETING ASTM F2648 WITH SMOOTH INTERIOR. 2. ALL SEWER SERVICES ARE TO BE 4 IN. SDR 35 PVC. 3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS. 4. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4. S. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2017 STANDARD DRAWINGS SD -501. 6. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2017 STANDARD DRAWINGS SD -301 & SD -302. 7. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2017 STANDARD DRAWINGS SD -511, SD -511A, AND SD -512. ELECTRICAL NOTES: 1. ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY. 2. ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER/CONTRACTOR. 3. TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY SPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36" AND 48" (NOT TO EXCEED 60") AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT. 4. THE DEVELOPER/ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES. S. THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION. 6. THE DEVELOPER AND ENGINEER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER. 7. CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY. LANDSCAPE/GREEN SPACE/SNOW STORAGE 1. LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE. VIC/N/TYIWAP A W�E MAIN ST PROJECT LOCATION !.Sat i n H FffE o - +� W. 3rd SOUTH0) w CN S -- ABBREVIATIONS PROJECT CONTACTS EL. ELEVATION FF FINISHED FLOOR APPROVED BY: CITY OF REXBURG INV INVERT ENGINEERING DEPARTMENT KEITH DAVIDSON (208) 359-3020 O.C. ON CENTER ROCKY MOUNTAIN POWER REQ'D REQUIRED DEC. (208) 528-2650 STD STANDARD TEMP TEMPORARY DIGLINE (CALL BEFORE YOU DIG) 811 OR (800) 342-1585 TYPICALTYP APPROVED BY: TBC OPBACK OF CURB EAGLE ROCK ENGINEERING DWG DRAWING CENTURY LINK PROJECT ENGINEER PAUL SNARR (208) 542-2665 FL FLOW LINE OF CURB PROJECT MANAGER PAUL SNARR (208) 542-2665 X -TBC EXISTING TOP BACK OF CURB X EXISTING BTM BOTTOM APPROVED BY: FO FINISHED OIL GRADE INTERMOUNTAIN GAS INDEX EO EDGE OF OIL - MH MANHOLE COVER VICINITY MAP/LOCATION MAP/NOTES/INDEX/ABBREVIATIONS/CONTACTS SSMH SANITARY SEWER MANHOLE C-1 EXISTING SITE CONDITIONS/DEMOLITION PLAN CB CATCH BASIN C-2 OVERALL UTILITY SITE PLAN/GRADING PLAN FW FRONT OF SIDEWALK SWPP STORM WATER POLLUTION AND PREVENTION PLAN BW BACK OF SIDEWALK GENERAL NOTES D-1 DETAIL SHEET GB GRADE BREAK TOW TOP OF WALL 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN HP HIGH POINT SUPPLEMENT THE CITY OF REXBURG STANDARDS. LP LOW POINT 2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED, S. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN, SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 10. SITE ADDRESS: 163 W MAIN ST. REXBURG, IDAHO WATER NOTES: 1. WATER SERVICE IN PROJECT WILL BE PVC. 2. CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD -402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOT INCLUDING THE WATER METER. 3. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2017 ISPWC DETAIL SD -403. PROVIDE TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TO PHASED DEVELOPMENT. 4. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. 5. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD -407. 6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN. 7. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9. 8. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USE STANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATION TOLERANCES. 9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC.... 10, WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS). 11. WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10" AND SMALLER DIAMETER PIPES AND BUTTERFLY VALVES FOR LARGER DIAMETER PIPES RATED AT 250 PSI OR GREATER. SEWER NOTES: 1. ALL STORM SEWER PIPING IS TO BEADS N 12 WT IB PIPE MEETING ASTM F2648 WITH SMOOTH INTERIOR. 2. ALL SEWER SERVICES ARE TO BE 4 IN. SDR 35 PVC. 3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS. 4. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4. S. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2017 STANDARD DRAWINGS SD -501. 6. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2017 STANDARD DRAWINGS SD -301 & SD -302. 7. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2017 STANDARD DRAWINGS SD -511, SD -511A, AND SD -512. ELECTRICAL NOTES: 1. ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY. 2. ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER/CONTRACTOR. 3. TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY SPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36" AND 48" (NOT TO EXCEED 60") AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT. 4. THE DEVELOPER/ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES. S. THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION. 6. THE DEVELOPER AND ENGINEER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER. 7. CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY. LANDSCAPE/GREEN SPACE/SNOW STORAGE 1. LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE. VIC/N/TYIWAP A W�E MAIN ST PROJECT LOCATION !.Sat i n H FffE o - +� W. 3rd SOUTH0) w CN S -- LEGEND PRO. EXIST. DESCRIPTION TBC 62.80 '--X-T'c 62.80 PROPOSED/EXISTING ELEVATION ---( 12^ SD— PROPOSED STORM DRAIN MAIN PROPOSED/EXISTING FIRE HYDRANT 8 ® PROPOSED/EXISTING VALVE �® Qo PROPOSED/EXISTING MANHOLE ® ® PROPOSED/EXISTING STORM DRAIN INLET p 0 PROPOSED/EXISTING POWER POLE -0 PROPOSED/EXISTING STREET LIGHT PROPOSED/EXISTING CURB AND GUTTER 075% DRAINAGE FLOW ARROW PROPOSED ASPHALT CONCRETE PROJECT BOUNDARY LINE CENTERLINE SECTION LINE — — - 4727-- EXISTING GROUND CONTOUR SETBACK LINETYPE DESCRIPTION W PRESSURE LINE (WATER LINE) — — ss— SANITARY SEWER MAIN ---( 12^ SD— PROPOSED STORM DRAIN MAIN 8° w EXISTING WATER LINE EXISTING SANITARY SEWER MAIN -rts° ss--- —XX FENCE LINE P OVERHEAD POWER LINE EXISTING WATER METER EXISTING CURB & GUTTER SS - EXISTING SSMH R I M=4866.44 E INV=4850.34 W INV=4850.24 S INV=4850.24 N W C N A. X- POLE W/GUY WIRE MAIN STREET X -SIGN X -CURB CUT ACCESS 10"W 10"W 10"W -- 10"W -- 10"W — 10"W - 10"W — 10"W 10" - 10"W -- -10 0"W — ° a ° ° EXISTING PIZZA HUT°SIGN EXISTIP�G CONCRETE ° 1 S ° °REMOVEaE). ISfiING SIf WALK ° - a ° 4866-"_ THE MEDICINE SHOP XISTING PARKING II TALLS TO REMAIN - H HSS tela i nvu wrv�rce i L_j II J X -BOLLARDS ' a ;all r-------� II 77 <I I I II I I ZX -TAN K LID T L N ° a L 0 X -CONCRETE PAD ZX -SIGN---,, ! L__ Ir o %I 0 7; -)(=TA4)(LIDS I ' i- i --- - - � I I Y` - Lx 77_� DEMOLITI(� Z=_�> X -BOLLARD DEMOLITION AREA EXISTING SHED RETAIN AND PROTECT = EXISTING POWER POLE inn D \2 I � I a: \ F-1 LJ F� o LJ T DEMOLITION AREA r-1 \,,X AN OUT OX ^sL J X-PARKIVG BUMPERS r o X -CLEANOUT -j X -GAS MTR EXISTING TELEPHONE BOX & ELECTRIC METER I GREAT SCOTT'S C -STORE I f I— — — — — — — — _ -- EXISTING CONCRETE WALL LI AND REMOVE BUILDING EXISTING TELEPHONE BOX & ELECTRIC METER TO BE RELOCATED REMOVE EXISTING SHED REMOVE EXISTING FENCE EXISTING SERVICE POLE TO BE RE -LOCATED SOUTH 39' ss z 0 J_ m z z X w SS EXISTING DUMPSTERS TO BE RELOCATED SS SS SS SS EXISTING SSMH RIM=4866.96 E INV=4851.31 W INV=4851.21 N WE S 20' 20' 3 111x1ow,b14 V N O > 7 O'� Wiz F N o o d 0 .-j� yrTlo U2 CONSTRUCTION ITEMS S/TEPUNNOTES- ZONE = CENTRAL BUSINESS DISTRICT ® 6.5' THICKENED EDGE SIDEWALK O INSTALL CLEAN OUT NOTES: 1. DIRECT ALL STORM RUNOFF AWAY FROM BUILDING. © INSTALL CURB STOP 2. CONTACT ENGINEER FOR ADS INFILTRATION PLANS - 2 SETS. O INSTALL CATCH BASIN ® INSTALL 4" SANITARY SEWER SERVICE AND 4" GREASE LINE (SDR 35 PVC) O INSTALL STANDARD SSMH INSTALL TOUCH READ METER INSIDE BUILDING INSTALL 2" WATER SERVICE (INCLUDES ALL APPURTENANCES I.E. VALVES, TEES, BENDS, ETC.) INSTALL 1.5' STANDARD CURB & GUTTER 13 4"0 STEEL/CONCRETE FILLED BOLLARD INSTALL STREET LIGHT INSTALL 6" FIRE LINE (INCLUDES ALL APPURTENANCES I.E. VALVES, TEES, BENDS, ETC.) 48 GREASE TRAP INTERCEPTOR (SEE DETAIL SHEET D-1) W/4" SDR 35 PVC. GREASE TRAP TO BE OLD CASTLE PRECAST OR EQUAL (OWNER TO PUMP OUT AS REQUIRED) 1� SAMPLING MH MEETING CITY OF REXBURG STANDARDS 1® FDC IF REQUIRED (CONTACT ARCHITECT) Pizza Hut In -Line Storm Water Calculations PROPERTY LINE PROPOSED USE = RETAIL/DINING O ASPHALT LOT AREA = 0.447 ACRES EXISTING SERVICE POLE, TO BE RE -LOCATED GREEN SPACE PROVIDED= 2178 SQ.FT. Pervious Storm Depth IMPERVIOUS AREA= SEE TABLE O DUMPSTER PAD WITH CHAIN LINK FENCE ENCLOSURE PARKING STALL REQUIREMENT= Gravel/Grass Area (in) STALLS PROPOSED= 32 STALLS OPARKING 3 GRASS/LANDSCAPE AREA BUILDING HEIGHT= 10' (ft') BUILDING AREA= 4775 SQ.FT. ® 6.5' THICKENED EDGE SIDEWALK O INSTALL CLEAN OUT NOTES: 1. DIRECT ALL STORM RUNOFF AWAY FROM BUILDING. © INSTALL CURB STOP 2. CONTACT ENGINEER FOR ADS INFILTRATION PLANS - 2 SETS. O INSTALL CATCH BASIN ® INSTALL 4" SANITARY SEWER SERVICE AND 4" GREASE LINE (SDR 35 PVC) O INSTALL STANDARD SSMH INSTALL TOUCH READ METER INSIDE BUILDING INSTALL 2" WATER SERVICE (INCLUDES ALL APPURTENANCES I.E. VALVES, TEES, BENDS, ETC.) INSTALL 1.5' STANDARD CURB & GUTTER 13 4"0 STEEL/CONCRETE FILLED BOLLARD INSTALL STREET LIGHT INSTALL 6" FIRE LINE (INCLUDES ALL APPURTENANCES I.E. VALVES, TEES, BENDS, ETC.) 48 GREASE TRAP INTERCEPTOR (SEE DETAIL SHEET D-1) W/4" SDR 35 PVC. GREASE TRAP TO BE OLD CASTLE PRECAST OR EQUAL (OWNER TO PUMP OUT AS REQUIRED) 1� SAMPLING MH MEETING CITY OF REXBURG STANDARDS 1® FDC IF REQUIRED (CONTACT ARCHITECT) Pizza Hut In -Line Storm Water Calculations Area 1 -West Portion of Building (Roof) & West Parking Lot Chamber System Impervious / SCHEDULE 40 @ 0.60% j EXISTING SERVICE POLE, TO BE RE -LOCATED Asphalt/Building Pervious Storm Depth Storm Depth Storm Volume w z Gravel/Grass Area (in) (ft) Req'd Notes (ft) (ft') ^gym W N (ft3) O� 13,630 0 1.3 0.108 1,477 Uo Storm Chambers ADS Stormtech Model SC -740 #Chambers Units Chamber Unit Chamber End Caps Chamber End Cap Volume Total Volume Volume Required Volume Provided Provided Including (ea) (W) (ea) (ft3) Chamber Total Stone Porosity (ft3) (W) 16 74.9 4 4 1,214 1530 Stormtech ADS Chambers or Equal (Different Storm System Requires Approval of Engineer). ADS Chamber Design is Available Upon Request to Engineer. *68.03'L X 11.60'W with approximate bed size of 771ft' *2 Row(s) of 8 Chamber(s) *Stone Foundation Depth 6" - Stone Above Chambers 6" - Average Cover Over Chambers 18" *Approximate amount of stone required 73 CY *Non Woven Filter Fabric 227 SY (approximate) *Length of Isolator Row 58.54 feet *Non Woven Isolator Row Fabric Required 51 SY (approximate) *Woven Isolator Fabric Required 63 SY(approximate) Area 2 - East Portion of Building (Roof) & East Parking Lot Chamber System Impervious Asphalt/Building Pervious Storm Depth Storm Depth Storm Volume Area Gravel/Grass Area (In) (ft) Req'd Notes (ft') (ft2) (ft3) 7,970 0 1.3 0.108 863 Storm Chambers ADS Stormtech Model SC -740 #Chambers Units Chamber Unit Chamber End Caps Chamber End Cap Volume Total Volume (ea) Volume Required Volume Provided Provided Including (fts) (ea) (ft3) Chamber Total Stone Porosity (ft3) (ft3) 8 74.9 8 4 631 884 Stormtech ADS Chambers or Equal (Different Storm System Requires Approval of Engineer). ADS Chamber Design is Available Upon Request to Engineer. *25.33'LX 21.10'W with approximate bed size of 479 ft' *4 Row(s) of 2 Chamber(s) *Stone Foundation Depth 6" - Stone Above Chambers 6" - Average Cover Over Chambers 18" *Approximate amount of stone required 49 CY *Non Woven Filter Fabric 136 SY (approximate) *Length of Isolator Row 15.84 feet *Non Woven Isolator Row Fabric Required 13 SY (approximate) *Woven Isolator Fabric Required 16 SY (approximate) EXISTING CURB & GUTTER o SS - EXISTING SSMH RI M=4866.44 E INV=4850.34 W INV=4850.24 STNV=4850.24 N W C N SS 65.95 t MATCH EXISTING MAIN STREET - 1011W 1011W "W 10"W 1011W / 52.451 / d m a a. a a. e. d e a° CONSTRUCTION LIMITS 71 d< THE MEDICINE SHOP L INSTALL CB )RATE=4865.60 INV OUT=62.60 7 C' 68'-12"SID 2.1 K 11040 12" S PIPE @ 0.25°l0 / ��CQJfI X -GONG INSTALL CB GRATE=4864.21 _a 64 27 GRATE=4865.60 12 N & S INV=62.40 12" E INV=62.30 NEW VALLEY GUTTER I I I I I O 6 -TBRCI I I I 41 65.27 I I I I 68'- 2" SD �1 IHS HI I�I I I I I l l i l ' -TBRC 65.22 a d ea d r q e I ° I JI ° �o RETAIN AND PROTECT EXISTING POWER POLE X -CB �� GRATE=4864.38 _E) -CONC 64.44 INSTALL CB GRATE=4865.60 12" INV GUT=62._6-0__ Int' I I I III ■- ■- INSTALL SDMH W/ SLOTTED GRATE GRATE=4865.70 24" N INV=61.70 8" E INV=63.00 O I T! I I TBC 66.37 ± MATCH FL TO TBW -- 10"W 10"W 10"W 10"W --- o 1a0 "W ¢ F�.6 J -° -- ,e e TBC d ea 66.66 TBC 1 TBC 6 ROOF DRAIN 66.72 1O 8" PVC SCHEDULE 40 - 90" BEND INV=64.10 EO ' 66.56 i O F 2,1.00' H Z z 0 ��p = F.F.=4867.20 '_VG r'r i_80] z EO o 66.56 TFW w 67.061' OF 24" SD PIPE @ 0.10% / 24" INV IN=61.14(N�,ScTALL TO CHAMBER SYSTEM M SDH 24% =4865.80 II" 2" INV IN=62.28 4" INV OUT=61.18 14 �� 0 9'x20' S TRC P -VG rY TBC 65.80 66. - II I I d a' Z O 11 Q Q 2 N < F "rn GIB IL wt> Fl I li6_4z sJ 9'x20' O I� 7 AL 66,551� ROOF DRAIN PIPE -� 5'- 8PVC SCHEDULE 40 @ 0.60% GREAT SCOTT'S C -STORE I / I - - --- - I ROOF DRAIN 8" PVC SCHEDULE 40 -TEE �- ROOF DRAINPIPE / 153'- 8" PVC / SCHEDULE 40 @ 0.60% j EXISTING SERVICE POLE, TO BE RE -LOCATED SOUTH 39' j i ROOF DRAIN 8" PVC SCHEDULE 40 -TEE �4 1 EO j 66.70 i�-.._ _ ISS SS SS SS SS SS SS o ® -O Z EXISTING SSMH "( RIM=4866.96 S� 45° BEND W/ j f E INV=4851.31 10 CLEAN OUT c W INV=4851.21 Z / N W 24" INV IN=61.69 1'OF24"SD PIPE @0.10% TO CHAMBER SYSTEM 45" BEND f 1 i ROOF DRAINPIPE 20'- 8" PVC SCHEDULE 40 @ 0.60% I / EO 66.70 / N WE S I / / 20' 10' 0 29 SCALE: 1'= 20.0' w °z a N Z Wm WV Ln U) Z I` N W OP wll� w z M� Z Q� Q \ Z ^gym W N O� LI Z w L Uo w °z a N Z Wm WV Ln U) Z g Z Q \ Z W � U U W H CL LI Z w L U Q � r Z �? D Co Wa GC J J > O oED LL K a Dr a W _J Z LLj (� Z w °z a N Z Wm WV Ln U) CONSTRUCTION ITEMS: O DO NOT DISTURB SOIL OUTSIDE OF CONSTRUCTION LIMITS OSILT FENCE (SEE DETAIL 1) OR EARTHEN BERM 1.51 HIGH O CONCRETE WASH OUT (SEE DETAIL 2) ® STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL 3) AND/OR SHAKER RACK TO MITIGATE ALL TRACKING OFF SITE OINLET PROTECTION (SEE DETAIL 4) STOCK PILE AREA OPORTABLE OUTHOUSE ® DUMPSTER OTEMPORARY MAILBOX (SEE DETAIL 5) N 36" MIN. LENTH GPENCE 10'WX, CENTER M CENTER, POST DRIVEN A MIN. OF 16 - Iwo GROUND GEOTEMILE PERSPECTIVEVIEW WMIN. IN GROI LENGTH _r TOPVIEW WRAP FABRICAROUND FILTER TM FENCEPOSTSECUON MIN. JOINTS TWICE OFM ABOVEGROUND POSTS MLE EMBEDGEOTEXTILE CLAM STAPLE AMIN OF B"VEWICALLY INTOTHEGROUND T CROSS SECTION 1. FENCE POSTS SHALL BE A MINIMUM OF 36" LONG DRIVE A MINIMUM OF 8- INTO WE GROUND. WOOD POSTSSHALL BE 1.5- SQUARE (MIN) CUT OF 1.75 -DA ROUND AND SHALL BE SOUND QUALITY WOOD. STEEL POSTS SHALL BE STANDARD T OR U SECTION WEIGHING NOT LESS THAN I LB/IF. 2. GEOTEXTILE SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH WIRE TIRES OR STAPLES AT THE TOP AND MIDSECTION AND SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS FOR GEOTENTLE CLASS F: TENSILE STRENGTH SO IBS/IN TENSION MODULUS 20LB5/IN FLOW RATE .3 GAL/SF./MIN FILTERING EFFICIENCY 75% 3. WHERE ENDS OF GEOTEXTILE COME TOGETHERTHEY SHALL BE OVERLAPPED, FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS. 0. SI IT FENCE SHALL BE INSPECTED AMR EVER RAINFALLAND MAINTAINED WHEN BULGESE OCCUR OR WHEN SEDIMENT HAS REACHED SD%OF THE HEIGHT. TYPICAL SILT FENCE D-1 BEAM AROUND PERIMETER 12" WIDE MINIMUM 10 mg PlISTIC"NTNG LATHANO FLAGGING ON 3510ES NATUMLGRODND SECTION A-A BERM CONCRETE WASHOUT ANCRETE WASHOUT SIGN DETAIL AOR EQUIVALENT) CONCRETE WASHOUT D-2 12. MIN. MU DETAIL NOTES: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 32 FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY 3. WASH OUT CONCRETE TRUCKS IN DESIGNATED AREAS ONLY 4. AVOID MIXING EXCESS CONCRETE S. WASHOUT AREA CAN ALSO BE USED MR MEET ROCK MUD, STUCCO, MASONRY, ETC. S. COLLECT LIQUID WASTE IN A TEMPORARY LINED PIT AND ALLOW ITTODRY 7. THE FR SHOULD BE LARGE ENOUGH TO CONTAIN ALL WASTE FROM WASHOUT B. LOCATE WASHOUT FACILITIES A MINIMUM OF 50 FEET FROM STORM DRAIN OR RECEIVING WATERS 9. KEEP THE WASHOUT AREAS AWAY FROM ARES OF CONSTRUCTIONTRAFNC 10. INSPECT DAILY WHEN IN USE 11. ALLOW WASTE TO DRY AND THEN DISPOSE OF AS SOLID WASTE 12. MAINTAIN WASHOUTS TO PROVIDE A MINIMUM I FOOT FREE -BOARD FOR BELOW GRADE FACILITIES 13. CLEAN LEAN EXISTING FACILITIES OR CONSTRUCT ADDITIONAL FACILITES WHEN THE WASHOUT 1550% FULL EXISTING PAVED ROADWAY FABRIC // o R/ROADWAY UNDE CONSTRUCTION/ 1 STABILIZED CONSTRUCTION ENTRANCE D-,3 BAGS SOME INSTALLATIONS MAY BE BETTER SERVED BY PIAONG THE SWALE AND GRAVEL BERM ALL THE WAY AROUND THE STRUCTURE TOTES: I. REMOVE ALL WASH, DEVRIS,DUFF, AND MATERIALS WHICH COULD INTERFERE WITH THE INLET/BASIN PROTECTION FUNCTION PRIOR TO PLACEMENT AND AFTERWARDS ON A DAILY BASIS AS NEEDED. L. MINOR MODIFICATIONS TO THESE INSTALLATIONS MAY RE NECESSARY TO ACCOMMODATE FIELD CONDITIONS, 1. DIRECT RUNOFF DISCHARGED THROUGH INLET/BASIN PROTECTION THROUGH FILTER BERM, SEDIMENT MAPS, OR STABILIZED DISCHARGE AREA. I. WHEN USING FILTER FABRIC ON INLET AND BASIN PROTECTION CONSULT THE MATERIALS SECTION PRIOR TO INSTALLATION. .. GRAVEL FILTER OR FRAME WIRE MESS INSTALLATIONS ARE INTENDED TO BE USED ON ANY STRUCTURE SURROUNDED BY PAVEMENT WITH OUR WITHOUT CURBS. INLET AND BASIN PROTECTION D-4 W E 5 20' 0 0 20' SCALE: 1" = 20' NOTES: 1. MAILBOX SHALL CONTAIN THE FOLLOWING AT ALL TIMES: A) CITY APPROVED CONSTRUCTION PLANS T BI DEW APPROVED CONSTRUCTION PLANSC) ANY SNE INSPECTION FORMSPRESSURETREATED22. MAILBOX SHALL BE LOCKED AT ALL TIMES. 2B L.G.14' G. PoST"NPDEV PERM EJ�RM 4x4POST _ / T"" . COMPACFED BACK 2V MIN. AOUPOSTTILL ND I FRONT VIEW SIDE VIEW TEMPORARY MAILBOX D-5 MAIN STREET aa, A ad 4 a. W N Q 0 ©©illm©ial 0 Q ze W � � Z W� Li W zpz V 2 K W W Z zzeZUD� w m O Z QZ O N II = OLAJ Lu / Ol .AL, Li 0 S � z C5 Z wI- U � W N Q 0 ©©illm©ial 0 Q W � � z O Li W zpz V 2 K M N 4 a w m O Z QZ O N II = OLAJ Lu / = c Q V co C C Lu Li 0 Q � z C5 Z wI- Iu 2 z • - LL, Ln w U m g aZ oCL a CL Q Ln M QN_ N CL co m Q 0 } co Z Lu w Z Z W b O Q I 0 ILu =CI a LVuj iI O V a � 0 o, ,°w m Bci z0 M M `0 3 m o 0 0 1D y y w2 m m a ° y M j C N Vb R, C a �p a K c .O N C u a Y`swmW W N Q 0 ©©illm©ial 0 Q W � � z O Li W zpz I-- J 2 K 1 Lu 4 a w m O //Z O/ Dc Q O LL _j � = OLAJ Lu / = c Q V co C C Lu Li Q � z C5 Z wI- Iu 2 z • - LL, Ln w U m FRAME&COVER SLOTTED GRATE 4' 12" O FRAME & COVER GRADE CONCRETE COLLAR IN CONCENTRIC CONE SECTION GASKET ALL JOINTS PRECAST CONCRETE MANHOLE -BARREL SECTIONS AS REO'D P• a RUBBER BOOT 12„ ` O PREFABRICATED BASE. iV c,1uin, z -UNDISTURBED EARTH w %51 STOW IWANHOLESECTION 4" CONCRETE 4113/4 W1 VALLEY GUTTER 8'-10 1/2" TOUCH READ BUTTON LID & COVER 2'-5 1/4 V-5 1/4" " METER LAWN LEVEL a 2'-3 3/4' — — — — I-•�-Y CONCRETE COLLAR 3 3/4" — 4�/4" TYP. .. PRECAST MONOLITHIC CONCENTRIC CONE SECTION 30" RING & COVERS 2 REQ'D (NOT SHOWN) GALVANIZED PIPE, yr, OUTLET KNOCKOUT GASKET ALL JOINTS CONNECT TO METER METER SUPPORT & ANGLE METER VALVE W/APPROXIMATE FITTINGS PRECAST CONCRETE MANHOLE -BARREL \ M SEE NOTE 1 SECTIONS AS REVD 0.1 III - --- ---- �- STRAP SERVICE LINE BALL TYPE CORPORATION AND CURB STOP P TO METER SUPPORT ADAPTER, POLY -BY -FEMALE METAL PIPE ;. RATED AT 300 PSI MINIMUM WORKING s 3/4" 2 MIN PRESSURE. 3/16 HOUSE SIDE- 3/16- 6 IDE- 20" X 48" POLY BARREL 6" 3/1 s" 20" RING AND COVER L— —--------------- -I I' RUBBER eoor I � -- — _ _ _ — — _ — — � J a .; . -.. - W/ TOUCH READ HOLE za" =;;.,;.:.,:, SERVICE LINE Z UNDISTURBED EARTH z 5A 5TORM1WANHOZESECTIOIV 10'-0" BASE. DETAIL A INLET KNOCKOUT 48 GREASE TRAP INTERCEPTOR 1250/6AL HS -20 TRAFFIC MANUFACTUREDBYOLDCASTLEPRECASTOREQUAL DETAIL A -A NOTES: 1. THE GREASE TRAP WAS SIZED ASSUMING 35 OR GREATER DFU'S (DRAINAGE FIXTURE UNITS). 2. VAULT TO BE AN OLD CASTLE PRECAST 48 GREASE TRAP INTERCEPTOR 1250 GALLONS COMPLETE WITH VAULT, BAFFLES, LID, RING AND COVER AND ALL OTHER RELATED ITEMS REQUIRED OR EQUAL. 3. VAULT DESIGN SHALL COMPLY WITH ASTM C-857 AND C-858 WITH LESS THAN 2' OF EARTHEN COVER AND MEETING AASHTO HS -20 TRAFFIC LOADING. 4 VAULT SHALL BE 1 250 GALLON CAPACITY AT A 5' WATER DEPTH #4 REBAR GRATE CONCRETE .D ' 'may 8-..�080e ee$ Meo11-01, ' iD vo','. 3/4' CRUSHED GRAVEL I: 30' DIA. PRECAST INLET BOX, SEE TYPE I• 1 FOR DIMENSIONS AS PER THE CITY OF REXBURG r- SPECIFICATIONS AND STANDARD �_— _7 DRAWINGS I 10•-0" THICKENED EDGE S/DEWALA' C4TCHBASIN 2" ASPHALT 4" 3/4 CRUSHED GRABEL 9" PIT RUN GRAVEL 4'WIDEVALLFri UTTER 2" OF PLANT MIX PAVEMENT 4" OF 3/4" GRAVEL ROADBASE 9" OF GRANULAR BORROW/PITRUN UNDISTURBED EARTH TYPICAL PARKINGLOT/DR1VFWAYSECTION 1'-0" 6" e . a: d. e dA. .. (O 4 A It x.. p000 0 0000000000 0000 0000 O O 000p 0000Op0000�0p0 0000 O O gem 6" 6." `AGGREGATE BASE LIP DOWN CURB GENERAL NOTES: Q1 GALVANIZED STAND PIPE 32 INCHES WRAPPED WITH TAPE. Q2 ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION. 03 ALL SUPPLIES PROVIDED BY CITY EXCEPT CORPORATION CURB STOP, METER SUPPORT, SUPPLY LINES IN & OUT. S. CONTRACTOR TO GROUT BAFFLES IN PLACE MEETING MANUFACTURERS SPECIFICATIONS. 6. CONTRACTOR TO FILL ALL LIFT INSERT RECESSES WITH GROUT PRIOR TO BACKFILL MEETING MANUFACTURERS SPECIFICATIONS. 11/2" METER AND METER SETTING DETAIL 7 CONTRACTOR TO FILL THE SEPARATOR UNIT WITH CLEAN WATER BEFORE PUTTING INTO SERVICE AND INSPECT FOR LEAKS INSTALL GATES CONCRETE PAD �X_ PRIVACY FENCE (MASONRY, VINYL, OR XIX X X-- X� X-�X X X—�X CHAIN LINK PROVIDED SLATS ARE INSTALLED. GATES SHALL BE INSTALLED r o a XX a FOR CITY PICK-UP OF GARBAGE. ><° ° ax X DUMPSTER a o o a O X O ° ill X < X a � , ° NATIVE MATERIAL COMPACTED X - X o X AS PER CITY REQUIREMENTS a ° v ° AND ISPWC Ll X — X — X — X — XX 7 — X — X — X X. -.X - X - X - X - X-7- X - X O DUMPSTERENCLOSURE SCHEDULE 40-4"0 BOLLARDS 4'-0" ABOVE GROUND SET IN CONCRETE PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 1 24" X 12" ADS N-12 CROWN MATCHING ECCENTRIC TEE 12" INVERT 12" ABOVE CHAMBER BASE 24" INVERT 11.94" ABOVE CHAMBER BASE 12" X 12" ADS N-12 TOP MANIFOLD INVERT 11.94" ABOVE CHAMBER BASE (SEE NOTES) ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS END CAP SUBGRADE SOILS (SEE NOTE 4) 24' PREFABRICATED END CAP, PART# SC740EPE24B TYP OF ALL SC -740 24' CONNECTIONS AND ISOLATOR ROWS PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH COVER ENTIRE ISOLATOR ROW WITH ADS CHAMBER FEET FOR SCOUR PROTECTION AT GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL CHAMBER INLET ROWS 8'(2.4 m) MIN WIDE STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 6,. (150 mm) MIN PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) INSPECTION PORT ISOLATOR ROW (SEE DETAIL) T 8' 18" (2.4 m) (450 mm) MIN* MAX Aelu I� DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 12" (300 mm) MIN 111♦11♦11♦11♦11♦11♦11♦11♦11♦11♦11■11■11■11■11■■■11♦I 111♦11■11■11■11■11■11■11■11■11■11■11■11■11■11■■■11■1 SC -740 CHAMBER 24"(600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART SC740EPE24B SC -740 ISOLATOR ROW DETAIL NTS PROPOSED 30"NYLOPLAST MAXIMUM INLET FLOW 5.7 CFS (24" SUMP MIN) CONCRETE COLLAP PAVEMENI OPTIONAL INSPECTION PORT CONCRETE SLAB 8" (200 mm) MIN THICKNESS SC -740 END CAP FLEXSTORM CATCH II PART#6212NYF} WITH USE OF OPEN GRATE 6" (150 mm) INSERTA TEE PART# 6P26FBSTIP' INSERTA TEE TO BE CENTEREL ON CORRUGATION CREST TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5'(1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 6' MIN e• TYPICAL STREET/OPEN FIELD COMPACT 1' MAX. 6ACNRLL IN 5' LAYERS TO 95% OF ASIA D-698 SCDMPACT APPBC DING MATERI, ro 951L OF ASD. I12' D-698 MA% 0 DIG LINE 1-800-342-1585 PIPE BEDDING SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE COMPACT 1' MM' SACKRell TO 95% OF ASTM D-698 / COMPACT APPROVED BEDDING6'MIN F ASTM MATERIAL .\ , TO BS% D898 '-- SHAPED UNDISN M SOL EXCAVATE FOR BRI HOES. SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIPE r_47'\ \ DETAIL 4 PIPE BEDDING DETAILS TH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 12"(300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG61P* SOLID COVER: 1299CGC* GRATE: 1299CGS 6" (150 mm) SDR35 PIPE SC -740 CHAMBER * THE PART# 2712AG61PKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION SC -740 6" INSPECTION PORT DETAIL NTS ZN z� 1�� - N 'IF_1N O O w F� ^] I.yy N O� .44 �w U Q GENERAL 1. GENERAL STRUCTURAL NOTES ARE INTENDED TO HIGHLIGHT OR IN SOME CASES SUPPLEMENT PROJECT SPECIFICATIONS. WHEN CONFLICTS BETWEEN THESE DOCUMENTS OCCUR, THE MORE STRINGENT OF THESE SHALL TAKE PRECEDENCE. 2. REFERENCE CIVIL DRAWINGS FOR BUILDING LOCATION AND ORIENTATION ON THE SITE. 3. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS ARE RESPONSIBLE FOR COORDINATION OF ALL ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL AND PLUMBING WORK. IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES OR CONFLICTS WITH OTHER TRADES. 4. TYPICAL AND SIMILAR CONDITIONS: ALL CONCRETE IS REINFORCED, AND ALL STEEL MEMBERS ARE CONNECTED TO IMMEDIATELY ADJACENT MEMBERS SHOWN ON THE PLANS UNLESS SPECIFICALLY NOTED OTHERWISE. WHERE SPECIFIC DETAILS ARE NOT CALLED OUT, TYPICAL DETAILS OR DETAILS SHOWN FOR SIMILAR CONDITIONS SHALL APPLY, SUBJECT TO THE STRUCTURAL ENGINEERS APPROVAL. 5. SPECIAL CONDITIONS: REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION AND SIZE OF BLOCKOUTS, INSERTS, OPENINGS, CURBS, HOUSEKEEPING PADS, DEPRESSIONS AND SLOPES NOT SHOWN ON THE STRUCTURAL DRAWINGS. 6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, SPECIFICATIONS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 7. THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW DO NOT CONSTITUTE "IN WRITING" UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING REQUESTED. 8. LOADS FROM CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT LISTED IN THE DESIGN CRITERIA. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT AND MATERIALS. 10. DEFERRED SUBMITTALS: WHERE STRUCTURAL COMPONENTS ARE FULLY OR PARTIALLY DESIGNED AND DETAILED BY THE SUPPLIER OR FABRICATOR, COMPLETE SHOP DRAWINGS AND CALCULATIONS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED, SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. IN ADDITION, A COPY OF THESE DOCUMENTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL IN ACCORDANCE WITH 2015 IBC SECTION 107.3.4.1 BEFORE INSTALLATION. • THE FOLLOWING ITEMS ARE DEFERRED SUBMITTALS: I. PRE-ENGINEERED WOOD TRUSSES. BEAMS AND COLUMNS: 1 1/2" GOVERNING CODES CODE REGULATION / REQUIREMENT CODE REFERENCE INTERNATIONAL BUILDING CODE IBC 2015 ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318-14 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530-13 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AISC 360-10 NORTH AMERICAN STANDARD FOR COLD -FORMED STEEL FRAMING - GENERAL PROVISIONS AISI 5200-12 NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION NDS -2015 1. PROVIDE NOMIMAL PANEL THICKNESSES AS CALLED ON THE PLANS. NOTES: STRUCTURAL DESIGN CRITERIA DESIGN LOADS FLOOR DEAD LOAD LIVE LOAD CONCENTRATED LOAD (P69 (PSf) (lbs) SLAB ON GROUND 65 125 PER EQUIPMENT, 1000 MIN. PARTITIONS N/A 20 N/A ROOF DEAD LOAD LIVE LOAD CONCENTRATED LOAD FOR CONNECTIONS OF'SIMPSON' HARDWARE OR EQUIVALENT FOLLOW MANUFACTURERS RECOMMENDATIONS. (psf) (psi) (lbs) FLAT ROOF 17 20 (SEE SNOW CRITERIA) (SEE SHEET S2) ROOF TOP EQUIPMENT DESIGNATED BY THE MANUFACTURER'S STANDARD PRODUCT NUMBERS. ALTERNATE MANUFACTURERS CAN BE UTILIZED BUT SHALL BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. ALTERNATE PER EQUIPMENT MFR INDICATED ABOVE. ALTERNATE MANUFACTURER MEMBER SIZES SHALL BE EQUAL TO THOSE INDICATED ON THE DESIGN BOTTOM CHORD FOR IOPSF LIVE LOAD, NON -CONCURRENT WITH ROOF P.E. ROOF TRUSSES LIVE LOAD. DESIGN BOTTOM CHORD FOR 5 PSF DEAD LOAD AS A PORTION OF THE SPECIFIED BY THE MANUFACTURER TO PROVIDE THE MAXIMUM CAPACITY. ALL ACCESSORIES MAY NOT BE LISTED DEAD LOAD ABOVE. SNOW GROUND SNOW LOAD Pg = 50 psf FLAT -ROOF SNOW LOAD Pj= 35 psf SNOW EXPOSURE FACTOR Ce =1.0 SNOW LOAD IMPORTANCE FACTOR I=1.0 THERMAL. FACTOR C, = 1.0 WIND BASIC WIND SPEED 115 mph (3 SEC. GUST) WIND IMPORTANCE FACTOR 1.0 WIND EXPOSURE ---- C - MWFRS PRESSURE 24.5 psf (END) RESULTS OCCUR 16.8 psf (INTERIOR) TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK -28.8 psf (ROOF, ZONE 1) -31.2 psf (WALL, ZONE 4) COMPONENT AND CLADDING DESIGN WIND PRESSURE -48.3 psf (ROOF, ZONE 2) -38.6 psf (WALL, ZONE 5) MISCELLANEOUS -72.7 psf (ROOF, ZONE 3) ARCHITECTURAL M.O. MASONRY OPENING BLDG. SEISMIC SEISMIC IMPORTANCE FACTOR I, =1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 0.443 MTRL. Sr = 0.156 SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS Sus = 0.427 B.O.C. SDI = 0.227 SEISMIC DESIGN CATEGORY D BASIC SEISMIC LOAD RESISTING SYSTEM (SLRS) LIGHT FRAMED WOOD SHEARWALLS SEISMIC RESPONSE COEFFICIENT Cs = 0.0657 RESPONSE MODIFICATION FACTOR R=6.5 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE GEOTECHNICAL STRUCTURAL DESIGN BASED ON: REPORT # / BY DATE CODE ALLOWABLE ASSUMED MINIMUMS BRG. BEARING NA NA MAXIMUM FOUNDATION SOIL BEARING PRESSURE: 1500 PSF ASSUMED EXTERIOR FOOTINGS SHALL BE FOUNDED BELOW NSF. THE ADJACENT FINISHED GROUND, 36" (MEASURED FROM BOTTOM OF FOOTING), A MINIMUM OF: NTE NOT TO EXCEED FOOTINGS: BEAR ON ENGINEERED FILL OR UNDISTURBED NATIVE SOILS. FOUNDATION AND SLAB SLABS: PLACE OVER VAPOR BARRIER, OVER 4" OF 3/4" MINUS CRUSHED BASE, OVER ENGINEERED BASE REQUIREMENTS: FILL OR UNDISTURBED NATIVE SOILS. OMIT VAPOR BARRIER IN AREAS WITHOUT MOISTURE CENTER LINE SENSITIVE FLOOR COVERINGS, OR AS SHOWN BY ARCHITECT. VAPOR BARRIER: 15 MIL EXTRUDED POLYOLEFIN MEMBRANE CLR CLEAR O.D. NOTES: 1. COMPACTION REQUIREMENTS SHALL BE 95% STANDARD PROCTOR 2. FOR PIPING OR OTHER UTILITIES ALONGSIDE OR PENETRATING THROUGH FOUNDATION WALLS, RE: 6/SO.2 . 3. CONCRETE FOUNDATIONS AND SLABS ON GROUND SHALL BEAR ON DRY NATIVE SOIL OR ENGINEERED FILL, BOTH WITH VERIFIED COMPACTION OF 95% PER STANDARD PROCTOR U.N.O. CONCRETE MIX DESIGN MIX DESIGN SHALL BE ESTABLISHED IN ACCORDANCE TO CHAPTER 19 OF ACI 318. LOCATION / USE OR TYPE MINIMUM CEMENT CONTENT ENTRAINED AIR MAXIMUM SLUMP 28 DAY STRENGTH CEMENT TYPE (3% MAX. IN NON- AIR ENTRAINED CONCRETE) NO PLASTICIZER WITH PLASTICIZER 2500 psi (DESIGN) (PER CUBIC YARD) 60 * 2" to 4" SLUMP BEFORE FOUNDATIONS ADDITION OF PLASTICIZER FOOTINGS 500 lbs., 0.50 W/C - - - 4" ( 1') 8" MAX.* f = 3500 psi 1/11 RETAINING WALLS 500 lbs., 0.45 W/C 6%(±11/2%) 4" (f 1') 8" MAX.* f<= 3500 psi 1/R SITE ELEMENTS 500 lbs., 0.50 W/C 6%(±11/2%) 4" (t 1') 8" MAX.* f,=3500 psi 1/H SLABS INT. SLAB ON GROUND 520 lbs., 0.50 W/C BEAMS AND COLUMNS: 1 1/2" 6" MAX. 8" MAX.* f, = 4000 psi 1/u EXT. SLABS 520 lbs., 0.50 W/C 6%(±11/,%) 6" MAX. 8" MAX.* f, = 4000 psi 1/u CONCRETE REINFORCEMENT REINFORCING STEEL LOCATION / USE OR TYPE STANDARD GRADE (ksi) DEFORMED BARS ASTM A615 60 WELDED WIRE FABRIC (WWF) ASTMA185 65 WELDABLE REINFORCING STEEL ASTM A706 60 PLAIN / SMOOTH BARS ASTM A615 60 LAP/COUPLER SPLICE SPLICE TYPE DESCRIPTION REFERENCE TYPICAL LAP SPLICE LAP REINFORCING IN PLACE DETAIL, I/SO.2 . COUPLER SPLICE DS BAR -LOCK COUPLER BY DAYTON SUPERIOR' ICC REPORT #2495 REINFORCING CONCRETE COVER LOCATION / USE OR TYPE MINIMUM CONCRETE COVER OVER REINFORCEMENT CONCRETE CAST AGAINST EARTH Y CONCRETE EXPOSED TO EARTH OR WEATHER #5 AND SMALLER: 1 1/2" -- #6 AND LARGER 2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER BEAMS AND COLUMNS: 1 1/2" SLABS & WALLS: 3/4" ICC ESR -3027 AND CMU CELLS NOTES: 1. SPECIAL INSPECTION IS REQUIRED. PROVIDE SPECIAL INSPECTION TO MEET REQUIREMENTS OF 2015 IBC (AS APPLIES). GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE SPECIAL INSPECTOR PRIOR TO POURING CONCRETE. 2. SECURE ALL REINFORCING IN POSITION WITH CHAIRS BEFORE CONCRETE PLACEMENT EXCEPT THAT CONCRETE DOBIES MAY BE USED TO POSITION SLAB -ON -GRADE REINFORCEMENT. DOWELS SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE. DO NOT STAB OR "WET -SET" DOWELS. INSTALL AND SECURE ANCHOR BOLTS, EMBED PLATES, ETC. WITHIN SPECIFIED TOLERANCES PRIOR CONCRETE PLACEMENT. 3. MECHANICALLY VIBRATE ALL CONCRETE PLACEMENTS, EXCEPT SLABS, GREATER THAN 5" THICK. 4. AT SLAB RE-ENTRANT CORNERS AND FLOOR PENETRATIONS, RE: 7/SO.2 . ANCHORS ALL ANCHORS INTO CONCRETE MUST BE DESIGNED IN ACCORDANCE WITH ACI 318 APPENDIX D CRITERIA FOR CRACKED CONCRETE. LOCATION / USE TYPE ANCHOR (U.N.O.) REFERENCE • ALTERNATES ALLOWED PER NOTE M2 2x TO 4x EPDXY ANCHORS HILTI HY-200* ICC -ES REPORT ESR -3187 CONCRETE SIZE / USE - -- 1 114" / RIMBOARD EXPANSION ANCHORS HILTI KWIK BOLT TZ* ICC -ES REPORT ESR -1917 GROUTED CMU CELLS EPDXY ANCHORS HILTI HY-270* ICC REPORT #2682 ICC ESR -1387 P.E. WOOD TRUSSES INSERT HILTI HY-270 W/UNGROUTED REFERENCE CMU CELLS EPDXY ANCHORS ONLYWHERE SPEC (USE ONLY WHERE SPECIFICALLY ICC REPORT #2682 DESIGN SPECIFICATION FOR METAL -PLATE CONNECTED WOOD TRUSSES (TPI 1 - 2014). 2. TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL SUPERIMPOSED ROOF AND SNOW LOADS NOTED ON DETAILS) AND L/240 FOR DEAD + LIVE LOADS, UNLESS OTHERWISE NOTED. WHERE DETAILED, THE TRUSS MANUFACTURER CONCRETE OR GROUTED BOLTS USE ICC ESR -3027 AND CMU CELLS SCREW ANCHORS HILTI KW1K/HUS-EZ* ESR -3056 CONCRETE OR GROUTED LOCATION / USE PANEL TYPE PANEL IDENTIFICATION CMU CELLS SCREW HILTI KWIK CON II* WALL SHEATHING PLYWOOD OR OSB APA RATED WOOD STRUCTURAL PANELS SHEATHING NOTES: 1. PROVIDE NOMIMAL PANEL THICKNESSES AS CALLED ON THE PLANS. NOTES: 1. INSTALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. 2. ALTERNATE ANCHORS MAY BE SUBMITTED FOR APPROVAL. SUBMITTAL MUST INCLUDE APPLICABLE ICC REPORTS. LUMBER SAWN LUMBER LOCATION / USE GRADE (U.N.O.) SIZE STUDS, JOISTS, ETC. W WPA (OR WCLIB) RATED DF#2 2x TO 4x HORIZONTAL W WPA (OR WC1 ) RATED DF# I 6x OR LARGER LAMINATED VENEER LUMBER SIZE / USE MANUFACTURER & TYPE (U.N.O.) REFERENCE 1 114" / RIMBOARD TRUS JOIST by WEYERHAEUSER ICC ESR -1387 1 3/4" TRUS JOIST by WEYERHAEUSER ICC ESR -1387 3 1/2", 5 '/4", 7" TRUS JOIST by WEYERHAEUSER ICC ESR -1387 P.E. WOOD TRUSSES GRADE (U.N.O.) REFERENCE DF#2 TPI I - 2014 P.E. WOOD TRUSS NOTES: 1. FABRICATE AND INSTALL PREFABRICATED WOOD TRUSSES IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE DESIGN SPECIFICATION FOR METAL -PLATE CONNECTED WOOD TRUSSES (TPI 1 - 2014). 2. TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL SUPERIMPOSED ROOF AND SNOW LOADS LISTED ON THE DRAWINGS PLUS ANY ADDITIONAL LOADS SHOWN. LIMIT DEFLECTIONS TO L/360 FOR LIVE LOADS AND L/240 FOR DEAD + LIVE LOADS, UNLESS OTHERWISE NOTED. WHERE DETAILED, THE TRUSS MANUFACTURER SHALL PROVIDE TRUSS BLOCKING DESIGNED TO TRANSFER THE IN -PLANE LATERAL LOADS INDICATED. BOLTS USE GRADE (U.N.O.) TIMEER TO TIMBER CONNECTION ASTM A307 <_ LESS THAN OR EQUAL TO SHEATHING LOCATION / USE PANEL TYPE PANEL IDENTIFICATION ROOF SHEATHING PLYWOOD OR OSB APA RATED WOOD STRUCTURAL PANELS WALL SHEATHING PLYWOOD OR OSB APA RATED WOOD STRUCTURAL PANELS SHEATHING NOTES: 1. PROVIDE NOMIMAL PANEL THICKNESSES AS CALLED ON THE PLANS. 2. THE SMOOTH FACE OF PANELS SHALL BE EXPOSED AT ALL EXPOSED INTERIOR CONDITIONS. 3. THE SAME PANEL TYPES MUST BE USED AT ALL EXPOSED INTERIOR CONDITIONS. 4. ALL PANELS SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO FRAMING. STAGGER ALL END JOINTS A MINIMUM OF 32". 5. USE FULL SIZE PANELS EXCEPT AT END PANELS OF ROOF AND/OR FLOOR FRAMING AND SHEARWALLS. DO NOT USE PANELS SMALLER THAN 2 FEET SQUARE. 6. PROVIDE NAIL SIZE AND SPACING AS INDICATED. NAIL HEADS SHALL NOT PENETRATE BEYOND A FLUSH CONDITION WITH THE FACE OF SHEATHING. 7. PROVIDE PANEL EDGE BLOCKING WHERE INDICATED. WHERE PANEL EDGE BLOCKING IS NOT REQUIRED, PROVIDE SHEATHING CLIPS. CONNECTIONS FASTENER TYPE NAILS COMMON NAILS POWDER DRIVEN PINS HI,TI X -CP BOLTS ASTM A307 FOR CONNECTIONS OF'SIMPSON' HARDWARE OR EQUIVALENT FOLLOW MANUFACTURERS RECOMMENDATIONS. LUMBER NOTES: 1. ALL FRAMING LUMBER SHALL HAVE 19% MAXIMUM MOISTURE CONTENT AT TIME OF INSTALLATION AND FABRICATION. 2. PROVIDE HEADERS FOR ALL OPENINGS AS SCHEDULED. WHERE NOT INDICATED, PROVIDE (2) 2x6 HEADER WITH PLATES TOP AND BOTTOM MATCHING STUD WIDTH. 3. DOUBLE TOP PLATES SHALL HAVE A MINIMUM LAP LENGTH OF 4'- 0" FASTENED WITH (2) ROWS OF 16d NAILS AT 6", U.N.O. 4. ENGINEERED WOOD PRODUCTS INDICATED ON THE DRAWINGS ARE THE PRODUCTS OF BOISE CASCADE AND ARE DESIGNATED BY THE MANUFACTURER'S STANDARD PRODUCT NUMBERS. ALTERNATE MANUFACTURERS CAN BE UTILIZED BUT SHALL BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. ALTERNATE MANUFACTURER MATERIAL. PROPERTIES SHALL BE GREATER THAN OR EQUAL TO THE MATERIAL PROPERTIES INDICATED ABOVE. ALTERNATE MANUFACTURER MEMBER SIZES SHALL BE EQUAL TO THOSE INDICATED ON THE DRAWINGS. 5. THE DESIGN INTENT FOR THESE ELEMENTS IS THAT THEY BE ATTACHED TO EACH OTHER AND TO THE STRUCTURE TO BEHAVE AS A SYSTEM. INSTALL ACCESSORY ITEMS SUCH AS WEB STIFFENERS, BLOCKING, STRAPS, ETC. AS SPECIFIED BY THE MANUFACTURER TO PROVIDE THE MAXIMUM CAPACITY. ALL ACCESSORIES MAY NOT BE INDICATED ON THE DRAWINGS. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, ETC. TO SUPPORT FIXTURES AND OTHER ITEMS PROVIDED BY OTHER TRADES. DEFERRED SUBMITTAL DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTAL ON CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH THE NOTIFICATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED SUBMITTAL ITEMS ARE AS FOLLOWS: o PRE-ENGINEERED ROOF TRUSSES. ALT. SPECIAL INSPECTIONS I . SPECIAL INSPECTIONS DESCRIBED HEREIN WILL BE PERFORMED UNDER SEPARATE CONTRACT BY AN APPROVED AGENCY RETAINED BY THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE REGISTERED DESIGN PROFESSIONAL APPRAISED OF WORK PROGRESS AS IT PERTAINS TO SPECIAL INSPECTIONS AND ENSURING THAT NO WORK REQUIRING SPECIAL INSPECTION IS CONCEALED BEFORE SPECIAL INSPECTIONS WITH ACCEPTABLE RESULTS OCCUR 2. SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL (WHEN REQUIRED), AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS, DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. ABBREVIATIONS (E) EXISTING H.M. HOLLOW METAL (F) FUTURE HORIZ. HORIZONTAL (N) NEW HR HOUR 1, CENTERLINE HSS HOLLOW STEEL 0 DIAMETER OR ROUND 09 MAY 2019 SECTION 1 PERPENDICULAR HT. HEIGHT 09 MAY 2019 09 MAY 2019 SQUARE HVAC HEATING VENTILATING # NUMBER OR POUND AND AIR CONDITIONING < LESS THAN I.D. INSIDE DIAMETER > GREATER THAN IN. INCH <_ LESS THAN OR EQUAL TO INT. INTERIOR >_ GREATER THAN OR L LEFT EQUAL TO LBS. POUNDS @ AT L.F. LINEAL FEET & AND L.L.H. LONG LEG HORIZONTAL A.B. ANCHORBOLT L.L.V. LONG LEG VERTICAL ABV. ABOVE LSL LAMINATED STRAND A.C. ASPHALTIC CONCRETE LUMBER PAVEMENT LVL LAMINATED VENEER ADJ. ADJUSTABLE LUMBER A.F.F. ABOVE FINISHED FLOOR MATT, MATERIAL A.F.G. ABOVE FINISH GRADE MAX. MAXIMUM A.F.R. ABOVE FINISHED ROOF M.B. MACHINE BOLT AGO. AGGREGATE MECH. MECHANICAL A.H.J. AUTHORITY HAVING MEZZ. MEZZANINE JURISDICTION M.H. MANHOLE ALT. ALTERNATIVE MFR. MANUFACTURER ALUM. ALUMINUM M.G. MARINE GRADE A.O.R. ARCHITECT OF RECORD MIN• MIdIMUM APPROX. APPROXIMATE MISC. MISCELLANEOUS ARCH. ARCHITECTURAL M.O. MASONRY OPENING BLDG. BUILDING MTD. MOUNTED BLK BLOCK MTRL. MATERIAL B.O. BOTTOM OF N NORTH B.O.C. BOTTOM OF CONCRETE N.I.C. NOT IN CONTRACT BUT. BOTTOM N.L.A. NET LEASABLE AREA BM. BEAM NO. NUMBER B.N. BOUNDARYNAILING NOM. NOMINAL BRG. BEARING N.S. NEARSIDE C.C. CENTER TO CENTER NSF. NET SQUARE FOOTAGE CB CURB NTE NOT TO EXCEED C.I.P. CAST IN PLACE N.T.S. NOT TO SCALE C.L. CENTER LINE O.C. ON CENTER CLR CLEAR O.D. OUTSIDE DIAMETER C.J. CONTROL JOINT O/H OVERHEAD C.M. CORNER OF MASONRY OPNG. OPENING CMU CONCRETE MASONRY OPP. OPPOSITE UNIT O.S.B. ORIENTED STRAND CNTRSK. COUNTERSUNK BOARD COL. COLUMN PLTFM. PLATFORM CONC. CONCRETE PL. PLATE GOND. CONDITION P/L PROPERTY LINE CW/ COORDINATE WITH P.L.F. POUNDS PER LINEAL CONT. CONTINUOUS FOOT CVR. COVER PLYWD. PLYWOOD D. DEEP P.S.F. POUNDS PER SQUARE D.B.A. DEFORMED BAR FOOT ANCHOR PSL PARALLELSTRAND DET. DETAIL LUMBER DF DOUGLAS FIR P.T. PRESSURE TREATED DFT DRY FILM THICKNESS PT. POINT DIA. DIAMETER R RIGHT DIAG. DIAGONAL R RADIUS OR RISER DIM. DIMENSION RC.P. REINFORCED CONCRETE DN. DOWN PIPE DWG. DRAWING RE: REFER TO, REFERENCE, EA. EACH (CWO E.J. EXPANSION JOINT REINF. REINFORCING ELEV. ELEVATION REQU REQUIRED ELEC. ELECTRICAL RR REAR E.N. EDGE NAILING R.O. ROUGH OPENING E.O.R. ENGINEER OF RECORD S.A.D. SEE ARCHITECTURAL EQ. EQUAL DRAWINGS EQUIP. EQUIPMENT SCHED. SCHEDULE E.W. EACH WAY SECT. SECTION EXP. EXPANSION S.F. SQUARE FEET OR FOOT EXT. EXTERIOR SET. SHEET F FRONT SIM. SIMILAR F.B. FLAT BAR SL. SLOPE FDN. FOUNDATION S.O.G. SLAB -ON -GRADE F.G. FINISH GRADE SPECD. AS SPECIFIED FIN. FINISH SPECS. SPECIFICATIONS FL. FLOORING) STD. STANDARD F.O. FACE OF STL. STEEL F.O.C. FACE OF CONCRETE OR STRG. STORAGE CURB STRUC. STRUCTURAL F.O.F. FACE OF FINISH S.S. STAINLESS STEEL F.O.M. FACE OF MASONRY SUSP. SUSPENDED F.O.S. FACE OF STUDS SYM. SYMMETRICAL F.F. FINISHED FLOOR SQ. SQUARE F.S. FACE OF SHEATHING T.B. TOP BANK F.T. FACE OF TRUSS T & G TONGUE & GROOVE FT. FEET Til TRUSS JOIST I -JOIST FTG. FOOTING TBK. THICKNESS FR- FIRE -RETARDANT WOOD T.O. TOP OF TREATMENT T.O.C. TOP OF CURB/CONCRETE F.RP. FIBER REINFORCED T.O.D. TOP OF DECK PLASTIC T.O.D. TOP OF DRAIN GA. GAUGE T.O.M. TOP OF MASONRY GALV. GALVANIZED T.O.S. TOP OF SLAB G.F.L. GUTTER FLOW LINE T.O.W. TOP OF WALL G.I. GALVANIZED IRON OR T.S. TUBE STEEL STEEL TYP. TYPICAL G.L.B. GLUE LAMINATED BEAM U.N.O. UNLESS NOTED G.S. GROUND SHOT OTHERWISE G.S.F. GROSS SQUARE VERT. VERTICAL FOOTAGE V.I.F. VERIFY IN FIELD GYP. GYPSUM W/ WITH H. HIGH WD. WOOD H.C.A. HEADED CONCRETE W/O WITHOUT ANCHOR W.P. WEATHERPROOF H.F. HANGING FRAME W.W.F. WELDED WIRE FABRIC STRUCTURAL SHEET INDEX SHEET NUMBER SHEET ISSUE DATE SO GENERAL STRUCTURAL NOTES 09 MAY 2019 SO.2 TYPICAL STRUCTURAL DETAILS 09 MAY 2019 SO.3 TYPICAL STRUCTURAL DETAILS 09 MAY 2019 SOA TYPICAL STRUCTURAL DETAILS 09 MAY 2019 SI FOUNDATION PLAN 09 MAY 2019 S 1. l FOUNDATION DETAILS 09 MAY 2019 S2 S2.1 ROOF FRAMING PLANS ROOF FRAMING DETAILS 09 MAY 2019 09 MAY 2019 LINDGREN:LABRIE ARCH ITECTU RE 2 05/10/2019 %W J Z O N � O CO L_ O U) O C � CU "2 M O fQ -0 T_ X N CK COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal DRAWING SET ISSUED FOR BID/CITY SET DRAWING SHEET REVISIONS DATE REMARKS DRAWN BY: TJN CHECKED BY: DNS DATE: 09 MAY 2019 SCALE: JOB NO. 16158 SO Sheet Number LAP SPLICE LENGTH SCHEDULE 111=11-01, NOTES: 1. CONTRACTOR SHALL LOCATE BOTTOM OF EXCAVATION TO AVOID SURCHARGE ON UTILITIES AND OTHER FOUNDATIONS. 2. CONTRACTOR SHALL COORDINATE ALL EXCAVATIONS WITH FOUNDATION REQUIREMENTS. 3. STEP FOUNDATION AS REQUIRED. 4. CONTRACTOR SHALL ADHERE TO THE RECOMMENDATIONS IN TFIE GEOTECHNIOCAL NOTES, FOR ALL EXCAVATIONS, BACKFILL REQUIREMENTS, ETC. 5. PIPES PASSING THRU FOOTINGS: - LESS THAN Y-0" BELOW FOUNDATION, PROVIDE SLEEVE AND CONCRETE. - MORE THAN Y-0" BELOW FOUNDATION, STEP FOUNDATION TO MAINTAIN Y -O" MAX. 6. FOR PIPES ETC WITHIN THE FOOTING THICKNESS, STEP FOOTING AS REQUIRED TO PASS PIPES THRU STEM WALL. 7. SLEEVES SHALL BE A MINIMUM 1" CLR. ALL AROUND PIPES, CONDUIT, ETC. 8. PENETRATIONS THRU FOUNDATION WALL SHALL NOT DISRUPT FOUNDATION VERTICAL REINFORCEMENT. 9. PIPES SHALL NOT OCCUR BELOW COLUMN FOOTINGS. STANDARD HOOKS M[NIMUM BEND REINFORCING LAP SCHEDULE, Id BAR SIZE BAR CONCRETE MASONRY 4db SME 6db (3" MIN.) #6THRU#8 6db 12db 6db C SC TOP OTHER SINGLE BAR DOUBLE BAR - 3 P4.. P4.. 1.-0.. I, HORIZ. REINF. 4 1' -9" F-5" P.3" T-0" y 5 2'-2" 1'-9" 1'-11" 3'-3" 6 2'-8" 2'-1" Y-7" 6'-2" 7 Y-10" 3'-0" Y-0" 8'-8" 8 4'-3" 3'-5" T -8" 13'-6" 9 4'41" Y-10" 9'-10" IT -7" 10 5'-5" 4'-3" IT -5" 22'-6" AT CONCRETE FOUNDATION CORNER 11 6' -0" 4' -7" 15'-3" 281-311 '- 14 T-7' 51.111, N/A N/A LAP 18 9'-8" T-6" N/A N/A NOTES: 1. CONCRETE LAP LENGTHS BASED ON Vc = 3,500 psi. 2. CONCRETE 'TOP" LAP LENGTHS SHALL BE USED WHERE HORIZONTAL REINFORCEMENT IS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW. 3. MASONRY LAP LENGTHS BASED ON f'm = 1,500 psi. 4. MASONRY "SINGLE BAR" LAP LENGTHS BASED ON BARS CENTERED WALL. 5. MASONRY "DOUBLE BAR" LAP LENGTHS BASED ON BARS OCCURING AT EACH FACE OF WALL. 6. ALL SPLICES/LAPS CAN BE MADE WITH BAR -LOCK COUPLERS AS AN OPTION TO THE CONTRACTOR FOLLOWING SUBMITTAL TO THE EOR AND APPROVAL. LAP SPLICE LENGTH SCHEDULE 111=11-01, NOTES: 1. CONTRACTOR SHALL LOCATE BOTTOM OF EXCAVATION TO AVOID SURCHARGE ON UTILITIES AND OTHER FOUNDATIONS. 2. CONTRACTOR SHALL COORDINATE ALL EXCAVATIONS WITH FOUNDATION REQUIREMENTS. 3. STEP FOUNDATION AS REQUIRED. 4. CONTRACTOR SHALL ADHERE TO THE RECOMMENDATIONS IN TFIE GEOTECHNIOCAL NOTES, FOR ALL EXCAVATIONS, BACKFILL REQUIREMENTS, ETC. 5. PIPES PASSING THRU FOOTINGS: - LESS THAN Y-0" BELOW FOUNDATION, PROVIDE SLEEVE AND CONCRETE. - MORE THAN Y-0" BELOW FOUNDATION, STEP FOUNDATION TO MAINTAIN Y -O" MAX. 6. FOR PIPES ETC WITHIN THE FOOTING THICKNESS, STEP FOOTING AS REQUIRED TO PASS PIPES THRU STEM WALL. 7. SLEEVES SHALL BE A MINIMUM 1" CLR. ALL AROUND PIPES, CONDUIT, ETC. 8. PENETRATIONS THRU FOUNDATION WALL SHALL NOT DISRUPT FOUNDATION VERTICAL REINFORCEMENT. 9. PIPES SHALL NOT OCCUR BELOW COLUMN FOOTINGS. STANDARD HOOKS M[NIMUM BEND DIAMETER SCHEDULE BAR SIZE DMN #3THRU#8 6db 180° BET 90° BEN A STIRRUP/TIE HOOKS MINIMUM BEND DIAMETER AND EXTENSION SCHEDULE BAR SIZE D M[M BMW 900 BENDS 1350 BENDS #3 THRU #5 4db 6db 6db (3" MIN.) #6THRU#8 6db 12db 6db DMIN i. i. DMIN 1350 BENDS — 1350 BENDS--/ (/ 900 BENDS A 900 BENDS A DMW 90° BENDS d a b b 6d 135° BEND rs1 s A A S. 90- BEND REINFORCEMENT DETAILS 3/4" = 1'-0" FOUNDATION PENETRATION & TRENCHING 111=p.011 EDGE OF 0 �(+1 SAWCUT OR CONC.SLAB CONSTRUCTION (2) #4 x 36" CENTERED IN SLAB ((2) #4 T&B @ 6" SL) TYP. REINF. AT RE-ENTRANT CORNER PIPE SLEEVE LOCATIONS (2) #4 CENTERED IN SLAB (2) #4 T&B @ 6" SLAB) C (2) #4 T&B @ 6" SLAB) TYP. REINF. AT DISCONTINUOUS JOINT SLAB RE-ENTRANT CORNERS AND PENETRATIONS 1.. = 1.-0., TYP. CONC. WALL L 'itil— HORIZ. REINF. AT CONCRETE FOUNDATION TEE CONCRETE CORNER AND TEE M19111 SLURRY FILL TO UNDERSIDE OF SLAB WHEN TOP OF PIPE IS LESS THAN 2d FROM UNDERSIDE OF SLAB OPTION: PROVIDE THICKENED SL SECTION IN LIEU OF SLURRY COMPACTED SELECT FILL SLAB " III a. CRUSHED BASE 4' RE: CIVIL DRAWINGS - \: • C' - _ = - FOR (E) UTILITIES 2 iy (E) PIPING OR UTILITY NOT 1 ALLOWED BELOW THIS LINE 1-1/2 SACK SLURRY FELL AT 6" O.D. & LARGER ONLY PIPE UNDER SLAB WRAPCOLUMN W/VC FOAM & FILL TOP W/ ELASTOMERIC SEALANT (E) UTILITY PARALLEL TO (i) FOUNDATION w.w.F. 12"0 OR ARGERSLAB ENETRATION 1' - 6" MIN _ —�� (2) #4 CENTERED IN (2) #4 T&B @ 6" SLAB C TYP. REINF. AT PENETRATION OPTION 1 COLUMN /1"CERAMAR OAM & FELL or w/ LASTOMERIC SEALANT TYP. REINF. AT PENETRATION OPTION 2 FOOTING STEP = 1'-0" In' -n" (N) EXCAVATION PARALLEL TO (E) FOUNDATION EXT. SL/ PAVEMENT �� .. (2) #4 CENTERED IN SL (2) #4 T&B @ 6" SLAB) r., 24"#4 CENTERED 24" IN SL INTERIOR. SL ti NOTE: STOP ADDITIONAL REINF. AT SAWCUTS & CONTROL JOINTS. TYP. REINFORCING AT DOORWAY 61 CONC. SLAB ON GROUND SAWCUT 1/4"x 1" AT 4" SLAB 1-1/2" A174" SL 1/4"x 1-1/2" AT 6" SLAB 2" AT 6" SL REINFORCING d°-ra CY 1/2"0 x 18" SMOGTH DOWELS L I N D G R E N: L A B R I E @ 12" O.C. OR 1/4"x4 -1/2'-A4-1/2" /2"x4-1/2" CONSTRUCTION JOINT DIAMOND DOWELS 18 O.C. A R C H I T E C T U R E CONC. SLAB ON GROUND SAWCUT 1/4"x V AT 4" SLAB 1-1/2" AT 4" SL 1/4"x 1-1/2" AT 6" SLAB 2" REINFORCING NAL ENS y4r s CONTROL JOINT INDUCED CRACKo 14438 9 sr �Q ON GROUND 2" AT 6' SL L 1/4"x IC' AT 4" SL �ZG�QLAS SP�yO 1/4"x1-1/2"AT6"SLAB 05/10/2019 REINFORCING t(E) CONC. SL ON GROUND Arch / En ineer Stam ..41/2"Ox14"SMOOTH DOWEL TYP@ 12" O.C. W/ HILTI HY-200 (AI) TO (E) SL EPDXY INTO (E) SL CONTROL / CONSTRUCTION JOINT W 1.1 = 1'-0,. 7 � C CONCRETE FOUNDATION WALL CHECKED BY: 6 ° � :3o ,.° j. N � N 16158 U) 44 L ° . C SC -C CU N L - L TYP. CONC. WALL co C 6 RE: TYP. HORIZ. REINF. � ° N" CORNER BARS TO MATCH W y & LAP TYP. HORIZ. REINF. p 4' - 0" MIN-, CONCRETE (OR CMU) BETWEEN FOOTING STEP FOUNDATION WALL TYP. CONC. WALL VERT. REINF. .•;. CONCRETE AT CONCRETE FOUNDATION CORNER . FOOTING '- °' 4 CONCRETE FOUNDATION LAP e 11 A -1 WALL RE: TYP. _ ` e° i All L r - 0.. BENT BARS, MATCH AND LAP FOOTING BOTTOM REINF. TYP. CONC. WALL CORNER BARS TO MATCH HORIZ. REINF. y d� & LAP TYP. HORIZ. REINF. Fil TYP. CONC. WALL P4 VERT. REINF. TYP. CONC. WALL L 'itil— HORIZ. REINF. AT CONCRETE FOUNDATION TEE CONCRETE CORNER AND TEE M19111 SLURRY FILL TO UNDERSIDE OF SLAB WHEN TOP OF PIPE IS LESS THAN 2d FROM UNDERSIDE OF SLAB OPTION: PROVIDE THICKENED SL SECTION IN LIEU OF SLURRY COMPACTED SELECT FILL SLAB " III a. CRUSHED BASE 4' RE: CIVIL DRAWINGS - \: • C' - _ = - FOR (E) UTILITIES 2 iy (E) PIPING OR UTILITY NOT 1 ALLOWED BELOW THIS LINE 1-1/2 SACK SLURRY FELL AT 6" O.D. & LARGER ONLY PIPE UNDER SLAB WRAPCOLUMN W/VC FOAM & FILL TOP W/ ELASTOMERIC SEALANT (E) UTILITY PARALLEL TO (i) FOUNDATION w.w.F. 12"0 OR ARGERSLAB ENETRATION 1' - 6" MIN _ —�� (2) #4 CENTERED IN (2) #4 T&B @ 6" SLAB C TYP. REINF. AT PENETRATION OPTION 1 COLUMN /1"CERAMAR OAM & FELL or w/ LASTOMERIC SEALANT TYP. REINF. AT PENETRATION OPTION 2 FOOTING STEP = 1'-0" In' -n" (N) EXCAVATION PARALLEL TO (E) FOUNDATION EXT. SL/ PAVEMENT �� .. (2) #4 CENTERED IN SL (2) #4 T&B @ 6" SLAB) r., 24"#4 CENTERED 24" IN SL INTERIOR. SL ti NOTE: STOP ADDITIONAL REINF. AT SAWCUTS & CONTROL JOINTS. TYP. REINFORCING AT DOORWAY 61 CONC. SLAB ON GROUND SAWCUT 1/4"x 1" AT 4" SLAB 1-1/2" A174" SL 1/4"x 1-1/2" AT 6" SLAB 2" AT 6" SL REINFORCING d°-ra CY 1/2"0 x 18" SMOGTH DOWELS L I N D G R E N: L A B R I E @ 12" O.C. OR 1/4"x4 -1/2'-A4-1/2" /2"x4-1/2" CONSTRUCTION JOINT DIAMOND DOWELS 18 O.C. A R C H I T E C T U R E CONC. SLAB ON GROUND SAWCUT 1/4"x V AT 4" SLAB 1-1/2" AT 4" SL 1/4"x 1-1/2" AT 6" SLAB 2" REINFORCING NAL ENS y4r s CONTROL JOINT INDUCED CRACKo 14438 9 sr �Q ON GROUND 2" AT 6' SL L 1/4"x IC' AT 4" SL �ZG�QLAS SP�yO 1/4"x1-1/2"AT6"SLAB 05/10/2019 REINFORCING t(E) CONC. SL ON GROUND Arch / En ineer Stam ..41/2"Ox14"SMOOTH DOWEL TYP@ 12" O.C. W/ HILTI HY-200 (AI) TO (E) SL EPDXY INTO (E) SL CONTROL / CONSTRUCTION JOINT W 1.1 = 1'-0,. 7 � C I J CHECKED BY: DNS � :3o 1 N � N 16158 U) M 00 O L � C SC -C CU N L - E O co C O O U N x � aXi Z W Q COPYRIGHT @ 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET DRAWING SHEET REVISIONS DATE REMARKS DRAWN BY: TJN CHECKED BY: DNS DATE: 09 MAY 2019 SCALE: JOB NO. 16158 S002 Sheet Number CUT SILL PLATE WHERE PIPE DIAMETER IS LARGER THAN 1/2 o SELL PLATE WIDTH, PROVIDE d, SILL PLATE ANCHOR EA. SIDE 0 v AT SHEARWALL ENDS LOCATE Q ANCHOR BOLTS TO AVOID HOLDOWN POSTS AND ANCHORS SILL PLATE SPLICE AS REQD, PROVIDE SILL PLATE ANCHOR EA. SIDE � N O I � h 4„ MIN 12" MAX. PLAN VIEW WHERE TYP. STUD LAYOUT ALIGNS W/ SILL PLATE ANCHOR, MOVE STUD AND PROVIDE ADD'L STUD (NOTCH STUD AT NON-SHEARWALLS) � x NOTE: 1. MIN (2) SELL PLATE ANCHORS PER SILL PLATE SECTION. 2. CONTRACTOR SHALL LOCATE SILL PLATE ANCHORS TO AVOID POSTS, KINGS & TRIMMER STUDS, ETC. SILL PLATE ANCHOR BOLT EA. SIDE OF NOTCH WHERE NOTCH IS LARGER THAN 1/3 SELL PLATE WIDTH 4" 4" "V" CUT BOTTOM OF STUD AS REQUIRED AT ANCHOR BOLT Ll STUD NOTCH (NON-SHEARWALL ONLY) PLYWOOD SHEARWALL SCHEDULE 1/2" = 1'-0" STUD WALL, RE: PLAN 2x STUD W/'SDS25412' SCREWS TO CORNER POST STUD TO CORNER POST SCREW SCHEDULE EN SPACING SCREW SPACING PANEL FASTENER TYPE SELL PLATE SOLE PLATE SOLE PLATE TOP PLATE 2" OC MARK 61/4" 3" MIN THICKNESS & M.N." SPACING ANCHOR BOLTS NAILS SCREWS FRAMING CLIPS REMARKS PL. 1/4'x3"x3" WASHERS OR W xN (0 � SIMPSON'BPS' TYP. AT ALL W (5/8"0x12") (16dCOMMON) ('SDS25500) ('A35'OR'LTP4) STEM WALL OR A THICKENED SLAB AS 15/32" ONE SIDE 10d @ 6" O.C. 48" O.C. 8" O.C. --- 24" O.C. --- B 10d @ 4" O.C. 40" O.C. 6" O.C. --- 16" O.C. --- C IOd @ 3" O.C. 32" O.C. 4" O.C. 12" O.C. D lOd @ 2" O.C. 24" O.C. --- 8" O.C. 12" O.C. A E 1H 10d @ 4" O.C. 16" O.C. - - - 8" O.C. 8" O.C. B F SIDES BOTH 10d @ 3" O.C. 16" O.C. - - - 6" O.C. 8" O.C. B G lOd @ 2" O.C. 12" O.C. --- 4" O.C. 6" O.C. B 1/2" GYPSUM BOARD #6 @ 8" O.C. 48" O.C. 8" O.C. - - - 32" O.C. C J #6 @ 4" O.C. 48" O.C. 8" O.C. - - - 32" O.C. REMARKS: A. 3x FRAMING AT ADJOINING PANEL EDGES AND 3x OR 2x FLAT BLOCKING AT HORIZ. PANEL EDGES. B. 3x FRAMING/BLOCKING AT ADJOINING PANEL EDGES AND STAGGER JOINTS EA. SIDE OF WALL. C. BLOCKING NOT REQUIRED AT PANEL EDGES NOTES: 1. SILL PLATE ANCHOR BOLTS CAN BE J -BOLTS OR HEADED ANCHORS. 2. ALL ANCHOR BOLTS AND FASTENERS IN P.T. WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. 3. THE HOLDOWN ANCHOR IS IN ADDITION TO THE SILL ANCHOR BOLTS. 4. CDX, EXPOSURE 1 PLYWOOD OR OSB CAN BE USED. 5. PLYWOOD MAYBE INSTALLED VERT. OR HORIZ. 6. SHEARWALLS MORE THAN ONE VERT. PANEL IN HEIGHT SHALL HAVE EITHER VERT. OR HORIZ. STAGGERED SPLICED JOINTS. 7. SHEARWALL SHEATHING AND NAILING PATTERN TO BE CONTINUOUS ABOVE AND BELOW OPENING. 8. NO PANEL WIDTH LESS THAN 12" SHALL BE USED. 9. NAILS AT INTERMEDIATE FRAMING (FN) SHALL BE SPACED AT 12" O.C. MAX. 10. THE MINIMUM EDGE DISTANCE FOR NAILS IN THE RECEIVING MEMBERS AND THE PLYWOOD SHALL BE 3/8". 11. MINIMUM 2x BLK'G (FLAT OR EDGE) AT HORIZ. JOINTS 3x BLK'G AS REQD PER SHEDULE REMARKS. PLYWOOD SHEARWALL SCHEDULE 1/2" = 1'-0" STUD WALL, RE: PLAN 2x STUD W/'SDS25412' SCREWS TO CORNER POST STUD TO CORNER POST SCREW SCHEDULE EN SPACING SCREW SPACING 6" OC 12" OC 4" OC 10" OC 3" OC 6" OC 2" OC 4" OC SHEARWALL SHEATHING, RE: PLAN E.N. SHEARWALL SHEATHING, RE: PLAN (AS OCCURS) HOLDOWN (AS OCCURS) 1I1i1lllI1lllMN CORNER POST, MATCH WIDER WALL WIDTH EA. DIRECTION OR HOLDOWN POST REQUIREMENT (LARGER SIZE GOVERNS) STUD WALL, RE: PLAN SHEARWALL SHEATHING, RE: PLAN PLAN VIEW AT STUDS SHEARWALL CONTINUITY `MSTA36' STRAP TIE CENTERED ON JOINT TYP. DOUBLE TOP PLATE PLATE WASHER SCHEDULE STUD DEPTH 'W' 'L' 3 1/2" 3" 3" MIN 5 1/2" 41/2" 3" 10N 7 1/4" 61/4" 3" MIN HOLE DIA = BOLT SLOT WIDTH = BOLT DIA + 1/16" DIA. + 3/16" MAX. 3GA (0.229') 3GA (0.229') PLATE WASHER PLATE WASHER ROUND HOLE SLOTTED HOLE WALL SHEATHING, RE: PLAN �\ SILL PLATE EDGE NAILING SLAB OR FOUNDATION WALL, RE: PLAN - '-1/4" MAX. STANDARD CUT WASHER (WHERE ,W, SLOTTED PLATE WASHERS ARE USED) / PLATE WASHER ANCHOR BOLT, RE: SHEARWALL SCHEDULE ,.. -'' '. - e8 SILL PLATE ANCHOR BOLT PLATE WASHER 3" = 1'-0" E.N. 'CMST14' STRAP AT TOP OF ALL OPENINGS ACROSS (2) BAYS OF DOUBLE TOP PLATE FLAT BLOCKING SPLICE AS NOTED W PLATE SIZE I i° •' 1 It zU d � F DOOR OR WINDOW HEADER E.N. TO KING STUD & 2x4 A°z • 2-1/2110 'ST2215' 2x8 4"0 'ST2215' EA. SIDE E.N. A TRIMMER FULL 2.2x8 STRUCTURAL WALLS (LOAD fP��a�vvO�w0y • I N=�W\��\ HEIGHT Him PL. 1/4'x3"x3" WASHERS OR W xN (0 � SIMPSON'BPS' TYP. AT ALL W SILL BOLTS RE: SCHEDULE STEM WALL OR THICKENED SLAB AS jN. E: OCCURS, RPLAN I.. �- 2x SILL PLATE 'CMST14' STRAP AT TOP OF ALL OPENINGS ACROSS (2) BAYS OF DOUBLE TOP PLATE FLAT BLOCKING SPLICE AS NOTED W PLATE SIZE I i° •' 1 It :• • DOOR OR WINDOW HEADER E.N. TO KING STUD & 2x4 1-1/4"0 NOT REQD • 2-1/2110 'ST2215' 2x8 4"0 'ST2215' EA. SIDE NOTES: /I Am/1/111 TRIMMER FULL 2.2x8 STRUCTURAL WALLS (LOAD fP��a�vvO�w0y • I N=�W\��\ HEIGHT Him W xN (0 � HORIZ. BLOCKING, W RE: SCHEDULE EE. jN. I.. �- 2x SILL PLATE 2x STUD BELOW TYP. DOUBLE TOP PLATE EXTEND PERPENDICULAR WALL LOWER TOP PLATE OVER CORNER POST CORNER POST BELOW PLAN VIEW AT TOP PLATES (2) 16d NAILS EA. SIDE OF LOWER PLATE SPLICE PROVIDE 2x STUD BELOW LOWER PLATE SPLICE — (2) 16d NAILS EA. SIDE OF LOWER PLATE SPLICE - PROVIDE 2x STUD BELOW LOWER PLATE SPLICE — 4'- 0" BETWEEN SPLICES MIN. STRAPPING OPTION 4' - 0" LAP MIN. NAILING OPTION TYP. TOP PLATE SPLICE 3/4" = 1'-0" MSTA36 STRAP TIE EACH SPLICE (2) 16d NAILS AT LOWER TOP PLATE TO EA. STUD (2) 16d NAILS @ 6" O.C. AT LAP (2) 16d NAILS AT LOWER TOP PLATE TO EA. STUD SHEARWALL, RE: PLAN HOLDOWN POST, RE: PLAN HOLDOWN, RE: PLAN SHEAR WALL, RE: PLAN HOLDOWN, RE: PLAN HOLDOWN POST, RE: PLAN E.N. -� L 2x STUD WHERE SHEATHING OCCURS BOTH SIDES, TYP. E.N. SHEARWALL, RE: PLAN — E.N. HOLDOWN POST, RE: PLAN HOLDOWN, RE: PLAN SHEAR WALL, RE: PLAN HOEDOWN, RE: PLAN SHEATHING BOTH SIDES (AS OCCURS), TYP. E.N. 16d NAILS, MATCH HOLDOWN POST, E.N. SPACING, TYP. RE; PLAN ++�SHEATHING BOTH SIDES E.N. -� (AS OCCURS) SHEAR WALL, E.N. SHEAR WALL, RE: PLAN �� RE: PLAN 'HDU' HOLDOWNS TYP. SHEARWALL INTERSECTIONS V = 1'-0" 2x STUD WHERE SHEATHING OCCURS BOTH SIDES, TYP. E.N. -"---�- SHEATHING BOTH SIDES (AS OCCURS), TYP. E.N. I/ z16d NAILS, MATCH E.N. SPACING, TYP. SHEATHING BOTH SIDES (AS OCCURS) 2x STUD TO CONCEAL E.N. HOLDOWN BOLTS, TYP. HD' HOLDOWNS PROVIDE E.N. TO ADJACENT STUDS FOR 24" MIN. PAST OPENING OR TOP/DOT. OF WALL SHEARWALL F.M. TYP. PROVIDE 2x BLK'G W/ SHEARWALL E.N. 48" MIN. MAX. OPENING SIZE -W TO NEXT 11 THAN STUD BAY FOR OPENING ROUND AND SQUARE OPENINGS 8" TO 14" OPENING SIZE NOTES: 1. DO NOT CUT TOP OR BOTTOM PLATE FRAMING FOR OR SUPPORT FRAMING, 2. THE WIDTH OF AN OPENING OR TOTAL WIDTH OF A GROUP OF OPENINGS SHALL NOT BE GREATER THAN 10 PERCENT OF THE 3. LENGTH OF THE SHEARWALL SEGMENT WHERE OPENINGS OCCUR PLEASE NOTIFY E.O.R IF WIDTH OF OPENINGS ARE GREATER 4. THAN 10 PERCENT OF THE LENGTH OF THE SHEARWALL SEGMENT. 5. OPENINGS MUST BE SPACED APART IN THE HORIZONTAL DIRECTION A MINIMUM OF 2 TIMES OPENING WIDTH. FRAMING AT OPENINGS IN WOOD SHEARWALL 3/4" = 1'-0" STRAP TIE BOTH SIDES (AS OCCURS), RE: SCHEDULE - z iio �J STRAP TIE, RE: SCHEDULE DRILL NEAT, MAX. DIAMETER, RE: SCHEDULE 4'-0" BETWEEN 4'-0" TC PB'ES MIN. PLATE JOIST (AS OCCURS) STRAP, RE: SCHEDULE WHERE JOIST OCCURSADJACENT TO PENETRATION, ADD 2x STUD TOPPLATESTRAPSCHEDULE PLATE SIZE I i° •' 1 It :• • DATE: 09 2x4 1-1/4"0 NOT REQD • 2-1/2110 'ST2215' 2x8 4"0 'ST2215' EA. SIDE NOTES: /I Am/1/111 STRUCTURAL PARTITION WALLS. 2.2x8 STRUCTURAL WALLS (LOAD fP��a�vvO�w0y • I N=�W\��\ Him W xN 2x STUD WHERE SHEATHING OCCURS BOTH SIDES, TYP. E.N. -"---�- SHEATHING BOTH SIDES (AS OCCURS), TYP. E.N. I/ z16d NAILS, MATCH E.N. SPACING, TYP. SHEATHING BOTH SIDES (AS OCCURS) 2x STUD TO CONCEAL E.N. HOLDOWN BOLTS, TYP. HD' HOLDOWNS PROVIDE E.N. TO ADJACENT STUDS FOR 24" MIN. PAST OPENING OR TOP/DOT. OF WALL SHEARWALL F.M. TYP. PROVIDE 2x BLK'G W/ SHEARWALL E.N. 48" MIN. MAX. OPENING SIZE -W TO NEXT 11 THAN STUD BAY FOR OPENING ROUND AND SQUARE OPENINGS 8" TO 14" OPENING SIZE NOTES: 1. DO NOT CUT TOP OR BOTTOM PLATE FRAMING FOR OR SUPPORT FRAMING, 2. THE WIDTH OF AN OPENING OR TOTAL WIDTH OF A GROUP OF OPENINGS SHALL NOT BE GREATER THAN 10 PERCENT OF THE 3. LENGTH OF THE SHEARWALL SEGMENT WHERE OPENINGS OCCUR PLEASE NOTIFY E.O.R IF WIDTH OF OPENINGS ARE GREATER 4. THAN 10 PERCENT OF THE LENGTH OF THE SHEARWALL SEGMENT. 5. OPENINGS MUST BE SPACED APART IN THE HORIZONTAL DIRECTION A MINIMUM OF 2 TIMES OPENING WIDTH. FRAMING AT OPENINGS IN WOOD SHEARWALL 3/4" = 1'-0" STRAP TIE BOTH SIDES (AS OCCURS), RE: SCHEDULE - z iio �J STRAP TIE, RE: SCHEDULE DRILL NEAT, MAX. DIAMETER, RE: SCHEDULE 4'-0" BETWEEN 4'-0" TC PB'ES MIN. PLATE JOIST (AS OCCURS) STRAP, RE: SCHEDULE WHERE JOIST OCCURSADJACENT TO PENETRATION, ADD 2x STUD TOPPLATESTRAPSCHEDULE PLATE SIZE MAX HOLESME STRAP Z DATE: 09 2x4 1-1/4"0 NOT REQD 2x6 2-1/2110 'ST2215' 2x8 4"0 'ST2215' EA. SIDE NOTES: 1. STRAPS NOT REQUIRED AT NON- STRUCTURAL PARTITION WALLS. 2.2x8 STRUCTURAL WALLS (LOAD BEARING AND SHEARWALLS) WHERE PIPE HOLE IS LESS THEN 2"0 ELEVATION PIPES THRU TOP PLATES 3/4" LINDGREN:LABRIE A R C H I T E C T U R E r L y 05/10/2019 Arch / Engineer Stamp W TJN CHECKED BY: Z DATE: 09 MAY 2019 J JOB NO. I Z) ID o � M/y� (n v L 00 O ca M W xN (0 � X W COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labde Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET DRAWING SHEET REVISION AI DATE I REMARKS DRAWN BY: TJN CHECKED BY: DNS DATE: 09 MAY 2019 SCALE: JOB NO. 16158 50.3 Sheet Number d/3 MAX. CA DRILLED HOLES IN JOIST OR BEAM (ELEVATION VIEW) d/3 d 3 NOTE: NOTCHING OF STUDS NOT PERMITTED. NOTES: 1. MINIMUM DISTANCE BETWEEN EDGES OF MULTIPLE DRILLED HOLES SHALL BE 2x DEPTH OF BEAM. 2. DRILLED HOLES NOT PERMITTED IN 2x4 FRAMING. OUTER 1/3 OF SPAN INNER 1/3 OF SPAN OUTER 1/3 OF SPAN NOTCHES PERMITTED NOTCHES NOT PERMITTED NOTCHES PERMITTED NOTES: 1. MINIMUM DISTANCE BETWEEN EDGES OF MULTIPLE NOTCHES SHALL BE 2x DEPTH OF BEAM. CUT NOTCHES IN 2. NOTCHING PERMITTED IN 4x AND JOIST OR BEAM NARROWER FRAMING ONLY, EXCEPT (ELEVATION VIEW) NOTCHING NOT PERMITTED IN 2x4's. HOLES AND NOTCHES IN BEAMS AND JOISTS 1 1/2" = 1'-0° FRAMING AS OCCURS CS16 COILS EACH END OF OPENING, F1I L ALL HOLES W/ IOD NAILS E.N. TO FRAMING MEMBERS AT OPENING ., 1/2 STUD DEPTH MAX DRILLED HOLE STUD DEPTH (LHOLES = q STUD BEARING WALL STUDS N 1/3 DEP NOTES: 2' 1. 'W'=GREATEROF'Wl'/20R'W2'/2. 2. STRAPPING ONLY REQD AT PENETRATIONS LARGER THAN 16" ACROSS. z w £ HEADER FRAMING OPENING, MEMBERS, RE: PLAN RE: PLAN FLAT BLKG ,W1, SXTRAP TIE, TYP. T / CONT. FRAMING W MIN. MEMBERS, RE: PLAN TYP. STRAPPING FOR HOLE IN DIAPHRAM 3/4" = 1'-0" NOTE: NOTCHING AND HOLES NOT PERMITTED IN SAME STUD. _40% STUD DEPTH MAX. - CUT NOTCH STUD DEPTH 60% STUD DEPTH MAX. DRILLED HOLE 5/8" NON-BEARING WALL STUDS (ELEVATION VIEW) 1/3 1/3 1/3 VENT BLOCKING 3" = I'-0" ROOF OR FLOOR SHEATHING, RE: PLAN ROOF OR FLOOR JOIST, RE: PLAN WEB FILLER W/ (4) 16d NAILS TO WEB DTC' @ 4'-0" OC STUD WALL, RE: PLAN PERPENDICULAR TO JOISTS ROOF OR FLOOR SHEATHING, RE: PLAN ROOF OR FLOOR JOIST, RE: PLAN WEB FILLER W/ (4) 16d NAILS TO WEB DTC' TO 1-3/4" LSL BLK'G @ 4'-0" O.C. STUD WALL, RE: PLAN PARALLEL TO JOISTS ROOF SHEATHING, RE: PLAN BOTTOM CHORD OF TRUSS DTC' @ 4'-0" O.C. STUD WALL, RE: PLAN PERPENDICULAR TO TRUSSES ROOF SHEATHING, RE: PLAN (2) 10d NAILS ROOF TRUSS 2x4 FLAT BLK'G @ 48" O.C. W/ (2) 10d NAILS EA. END STUD WALL, RE: PLAN PARALLEL TO TRUSSES PARTITION WALL BRACING 1/2" = 1'-0" SHEATHING, RE: PLAN, STAGGERPANELEDGES PANEL EDGE BLWG (AS OCCURS) EAVE BLK'G (AS OCCURS) BOUNDARY NAILING (B.N.) AT PERIMETER i SIL_ --f FRAMING, RE: PLAN J I a I� N I I n O C B.N. DIAPHRAGM BOUNDARY, RE: PLAN •� •I II O M I a I II n 1 II ♦ ^ v : C IT E C '- E II it u�., II/ II ai u a u II � EAVE BLK'G (AS OCCURS) BOUNDARY NAILING (B.N.) AT PERIMETER WOOD DIAPHRAGM NAILING 1/2" = P-0" Iniii LINDGREWLABRIE A R C H I T E C T U R E =,.]A 71 05/10/2019 Arch / LIJWW FRAMING, RE: PLAN BEARING WALL AT O C B.N. DIAPHRAGM BOUNDARY, RE: PLAN •� O M N U -C ♦ ^ v : C 00 O C '- E II it u�., II/ II ii II II � ii Ire u i I II /' II ��— II I I• z Z W Q 0. II II II I I, II II II ill Z II II -._ w 11 II II � /I A II 6 Y1� N I'I I•I I'I II � .II II II II � II II � II I I' II II II i''� II it w II I II II - II i h _ ii it I. 11% la �d IL IA ' Jd I I• FIELD NAILING (F.N.) B.N. AT FRAMING WHERE E.N. DOES NOT OCCUR PANELEDGE NAILING (E.N.) WOOD DIAPHRAGM NAILING 1/2" = P-0" Iniii LINDGREWLABRIE A R C H I T E C T U R E =,.]A 71 05/10/2019 Arch / COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET Sheet Title DRAWING SHEET REVISIONS IAI DATE I REMARKS DRAWN BY: TJN CHECKED BY: DNS DATE: 09 MAY 2019 SCALE: JOB NO. 16158 S004 Sheet Number LIJWW O C J •� O M N U -C ♦ ^ v : C 00 O C '- E M O UX O x Z W Q 0. COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET Sheet Title DRAWING SHEET REVISIONS IAI DATE I REMARKS DRAWN BY: TJN CHECKED BY: DNS DATE: 09 MAY 2019 SCALE: JOB NO. 16158 S004 Sheet Number 1 LP4 FOUNDATION NOTES 6. FOR PIPES THROUGH TO PLATES, RE: 8/SO.3 . 'ECCQ' WHERE BEAM OCCURS ONE SIDE OF POST. 7. FOR ALLOWABLE HOLES AND NOTCHES IN SAWN LUMBER 13. FOR EXTERIOR WALL STUDS, TRIMMER STUDS AND KING STUDS, FRAMING, RE: I/SO.4, FOR HOLES AND NOTCHES IN I -JOISTS OR RE: FRAMING SCHEDULE SHEET'S2'. FOR INTERIOR NON -LOAD MANUFACTURED LUMBER, RE: MANUFACTURER. BEARING WALL STUDS, RE: ARCH. PROVIDE POSTS BELOW ALL WALL FRAMING NOTES SLAB SCHEDULE 1. RE: SHEET'SO' FOR GENERAL STRUCTURAL NOTES. 10. SAWCUTS @ 10'-0" O.C. MAX, RE: 5/SO.2. 1. RE: SHEET'SO' FOR GENERAL STRUCTURAL NOTES. 12. PROVIDE THE FOLLOWING FRAMING HARDWARE, U.N.O.ON PLANS MARK THICKNESS REINFORCEMENT SUBBASE 2. VERIFY/COORDINATE DIMENSIONS WITH ARCHITECTURAL 11. PROVIDE ADDITIONAL CONCRETE SLAB -ON -GROUND 2. VERIFY/COORDINATE DIMENSIONS WITH ARCHITECTURAL OR DETAILS: 200 .L 2 � FAQ 4" CONC. SLAB 13x13-D5/D5 W.W.F. 4" OF 3/4" MINUS CRUSHED AGGREGATE BASE OVER NATIVE SOIL DRAWINGS. REINFORCING AT ALL RE-ENTRANT CORNERS AND 3. FOR REINFORCING LAP LENGTH SCHEDULE, RE: I/S0.2 . DISCONTINUOUS CONTROL JOINTS, RE: 7/SO.2 . DRAWINGS. 'd -JOISTS / PSL / LVL: TTS' TOP FLANGE, TUS' FACE MOUNT,pI 3. RE: ARCH. FOR TOP OF WALL ELEVATIONS. OR'HUC' CONCEALED FLANGE HANGERS. 4. FOR STANDARD REINFORCING DETAILING, RE: 2/SO,2 . 12. COORDINATE EXTERIOR SLABS, GRADES, ETC. WITH 4. FOR TYPICAL WALL FRAMING AT SHEARWALL INTERSECTIONS, -SAWN LUMBER: 'HUTF' TOP FLANGE OR'LUS' FACE MOUNT W 1. CONTRACTOR'S OPTION: USE 43 REBAR @ 16" O.C., E.W. IN LIEU OF W.W.F. 5. FOR TYPICAL REINFORCING AT CONCRETE WALL CORNERS, ARCHITECTURAL AND CIVIL DRAWINGS. RE: 3/SO.2 . RE: 3/SO.3 . HANGERS. 5. FOR TYPICAL DOUBLE TOP PLATE SPLICES, RE: 7/SO.3 . -POST CAPS: 'CCQ' WHERE BEAM OCCURS BOTH SIDES OF POST OR 6. ALL EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 30" BELOW ADJACENT GRADE. FIELD COORDINATE WITH (E) AND/OR (I) GRADES. 7. FOR UNDER SLAB UTILITY TRENCHING AND FOUNDATION 6. FOR PIPES THROUGH TO PLATES, RE: 8/SO.3 . 'ECCQ' WHERE BEAM OCCURS ONE SIDE OF POST. 7. FOR ALLOWABLE HOLES AND NOTCHES IN SAWN LUMBER 13. FOR EXTERIOR WALL STUDS, TRIMMER STUDS AND KING STUDS, FRAMING, RE: I/SO.4, FOR HOLES AND NOTCHES IN I -JOISTS OR RE: FRAMING SCHEDULE SHEET'S2'. FOR INTERIOR NON -LOAD MANUFACTURED LUMBER, RE: MANUFACTURER. BEARING WALL STUDS, RE: ARCH. PROVIDE POSTS BELOW ALL REINFORCING W1 PENETRATIONS, RE: 6/SO.2 . 8. FOR PARTITION WALL BRACING, RE: 2/SO.4 . GIRDER TRUSSES, BEAMS AND BUILT-UP MEMBERS TO MATCH W2 8. FOR PIPE PENETRATIONS AT FOUNDATIONS, RE: 6/SO.2 . 9. FOR SILL PLATE ANCHOR BOLT PLACEMENT, RE: 1/SO.3 . WIDTH OF FRAMING MEMBERS AND DEPTH TO MATCH WALL J 9. FOR ALL UTILITIES RUNNING ALONG SIDE FOUNDATION WALLS, 10. FOR SILL PLATE ANCHOR PLATE WASHERS, RE: 2/SO.3 . FRAMING U.N.O.ON PLAN. M RE: 6/SO.2 . 11. FOR TYPICAL SHEATHING NAILING, RE: 4/SO.3 . O d Cr) 39'-4" -2" 10'-4" - 2" 134'-6" 58'-8" 2' - 10'-4" WALL FOOTING SCHEDULE MARK SIZE REINFORCING W1 P- 0" x CONT. x 12" DP. THICKENED SLAB (2) #5 LONGITUDINAL W2 2'-0" x CONT. x 12" DP. (2) #5 LONGITUDINAL 2'-2" 15'- 10" 1 ti 2 I 2 ti ti 2 l 2 Sl.l �� Sl.l S1.1 Sl.l ti �G2 4PAA] �� 2 �G� 4'-10" �� Sl.l Sl.l 51.1 51.1 ��G� 4' -LO" �� �G2 4 -10 ��� i Sl.l Sl.l r--- Si.l r - A-1 r--- 2 r--- 14710 A / W2 .�._�- ------- -- -------- ----------------------- L-- - -- ---- ----------------------------------------- ----------------------- LN] --- - --�-- ------ --- SLI I L ----- -- - ,. wz iIr J iI -________ _____________- �_____-__r-- ___-__-__ -_-__ -----__-__-------------- -___-_- `__--______r- ------------ r---- ______-__r ---------------- 7-1 i --------r---------___________-_____ i I t Ll --- ______ I I - 4 SLI TYP. 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I I I I I I I I I I I I I I I I I I) ________I --------------I I I -_______-____I I -----------------L__________ L___ L__________________L_________T 'I _____ 1__________________1 ------------------1__________________1_____I' I _________1___ _________________ 7_________' TI, ---------------------------------- ____--------------------------------------------------- _________-___-____-_-__________________________________________________-________--___-________________________-_________________________ __________________________ A W2 W2 _ W2 A_ S2 16'-0" SLL 51.1 Sl.l 51.1 16-0" S1.1 Sl.l I I 1 FOUNDATION PLAN 3/16" = F-0" 'I 111V1LV1 2'-0" 3'-9" Imo, `V I G W I I 2„ W2 v 2 S1.1 i� , LINDGREWLABRIE A R C H I T E C T U R E 05/10/2019 Arch / COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET Sheet Title DRAWING SHEET REVISIONSI A,1 DATE REMARKS DRAWN BY: W CHECKED BY: DNS DATE: 09 Z SCALE: C J M O d Cr) N 200 .L 2 � � S 2 E E MO 2) O LLJ t9 -0 ani Q W ry COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET Sheet Title DRAWING SHEET REVISIONSI A,1 DATE REMARKS DRAWN BY: TJN CHECKED BY: DNS DATE: 09 MAY 2019 SCALE: JOB NO. 16158 Sl Sheet Number SHEARWALL SHEATHING, RE: PLAN SHEARWALL E.N. 1/2" ISOLATION JOINT EXT. CONC. SLAB, RE: ARCH r a. 3" STUD WALL, RE: PLAN P.T. SILL PLATE & ANCHORS, RE: SHEARWALLSCHEDULE 1/2" ISOLATION JOINT CONC. SLAB ON GROUND, RE: PLAN - — — — — — REPLAN r (2) #4 CONT. AT TOP 6" CONC. FOUNDATION WALL W/ #4 VERTICAL @ 18" O.C. (CENTERED IN WALL) & #4 T.` , HORIZONTAL @ 18" O.C. FOUNDATION WALL V = r-0" SHEARWALL, RE: PLAN SHEARWALL E.N. FULL HEIGHT OF HOLDOWN POST SHEARWALL E.N. FINISH GRADE SB 5/8x24 W/ 18" MIN. EMBED — FTG. SIZE & REINF., RE: PLAN NOTE: HDU2, HDU4 & HDU5 HOLDOWNS ONLY. (2) 2x STUDS HOLDOWN POST W/ (2) 16d NAILS @ 12" O.C. HOLDOWN, RE: PLAN 1/2" ISOLATION JOINT CONC. SLAB ON GROUND, RE: PLAN CONC. FDN. WALL (6" MIN.) FTG. SIZE & REINF., RE: PLAN SHEARWALL HOLDOWN 3/4" = 1'-0" (2) #4 CONT. THRU OPENING EXT. CONC. SLAB, RE: ARCH. TYP. FDN. WALL REINF. M 3" CLR INT. CONC. SLAB ON GROUND, RE: PLAN RE: PLAN T.. FTG. SIZE & REINF., RE: PLAN FOUNDATION WALL AT OPENING 111=11-01, STUD WALL, RE: PLAN SHEATHING, RE: SHEARWALL SCHEDULE P.T. SILL PLATE & ANCHORS, RE: SHEARWALL SCHEDULE FUTURE CONC. SLAB CONC. SLAB ON ON GROUND, RE: PLAN GROUND, RE: PLAN 5 1'-0" 5 so.z so.z E.N. NUN. --- f --- q "S, a a —i—III _III v (2) #5 CONT. THICKENED SLAB #5 @ 16" O.C. RE: ARCH. SHEARWALL SHEATHING, RE: PLAN 2x PILASTER WALL FRAMING SHEARWALL E.N. 1/2"0x S" x A.B. @ 48" O.C. I 1/2" SOLATION JOINT EXT. CONC. SLAB; RE: ARCH a (1) #4 CONT. AT TOP _ #4 VERTICAL @ 18" O.C. (W/ HOOK) _ & #4 HORIZONTAL @ 18" O.C., PILASTER REINF. C STUD WALL, RE: PLAN P.T. SILL PLATE & 5/8"0 ANCHORS, — (2) #4 CONT. AT TOP CONC. FOUNDATION WALL, RE. PLAN �— #4 VERTICAL @ 18" O.C. (ALT. HOOK) & #4 HORIZONTAL @ 18" O.C., TYP. REINF. RETURN HORIZ. BARS AT EDGES OF PILASTER b - RE: SHEARWALL SCHEDULE 1/2" ISOLATION JOINT CONC. SLAB ON GROUND, RE: PLAN F.F. � e 3" CM TYP. FOOTING 6" PER PLAN F01TNT) ATION WATT, AT PTT. AgTF.R 1" = 1'-O" alit 0, slitll 0 / FTG. SIZE & REINF., RE: PLAN IS LINDGREN:LABRIE A R C H I T E C T U R E 05/10/2019 Arch / COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET Title DRAWING SHEET REVISIONSI I A I DATE I REMARKS DRAWN BY: W CHECKED BY: DNS DATE: 09 Z SCALE: c J M O , � N O M N -C (n e tb O N •L fcc6 G N E E OMM Z > M �-0 10- O U W xof x O z W COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET Title DRAWING SHEET REVISIONSI I A I DATE I REMARKS DRAWN BY: TJN CHECKED BY: DNS DATE: 09 MAY 2019 SCALE: JOB NO. 16158 S101 Sheet Number ROOF FRAMING PLAN 3/16" =1'-0" ROOF FRAMING NOTES 1. RE: 'SO' SHEET FOR GENERAL STRUCTURAL NOTES. 2. VERIFY / COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 3. RE: ARCH. FOR ROOF SLOPES, VAULTED CEILINGS, & TRUSS ELEVATIONS. 4. PROVIDE THE FOLLOWING FRAMING HARDWARE, U.N.O. ON PLANS OR DETAILS: •I -JOISTS / PSL / LVL: 'ITS' TOP FLANGE, 'IUS' FACE MOUNT, OR HUC' CONCEALED FLANGE HANGERS. -SAWN LUMBER: 'HUTF' TOP FLANGE OR'LUS' FACE MOUNT HANGERS. -POST CAPS: 'CCQ' WHERE BEAM OCCURS BOTH SIDES OF POST OR ECCQ' WHERE BEAM OCCURS ONE SIDE OF POST. 5. FOR TYPICAL WALL FRAMING AT SHEARWALL INTERSECTIONS, RE: 3/SO.3. 6. FOR TYPICAL DOUBLE TOP PLATE SPLICE, RE: 7/SO.3 . 7. FOR PIPES THRU TOP PLATES, RE: 8/SO.3 . 8. FOR ALLOWABLE HOLES AND NOTCHES IN SAWN LUMBER FRAMING, RE: 1/SO.4 , FOR HOLES AND NOTCHES IN I -JOISTS OR MANUFACTURED LUMBER, RE: MANUFACTURER. 9. FOR PARTION WALL BRACING, RE: 2/SO.4 . 10. FOR TYPICAL SHEATHING NAILING, RE: 4/SO.3 . 11. FOR FRAMING AND STRAPPING AT ROOF PENETRATION, RE: 4/SO.4 . 12. FOR EXTERIOR WALL STUDS, TRIMMER STUDS AND KING STUDS, RE: FRAMING SCHEDULE ON THIS SHEET. FOR INTERIOR NON - LOAD BEARING WALL STUDS, RE: ARCH. PROVIDE POSTS BELOW ALL GIRDER TRUSSES, BEAMS AND BUILT-UP MEMBERS TO MATCH WIDTH OF FRAMING MEMBERS AND DEPTH TO MATCH WALL FRAMING U.N.O. ON PLAN. UPPER ROOF FRAMING PLAN 3/16" = F-0" WALL FRAMING NOTES 1. RE: SHEET'SO' FOR GENERAL STRUCTURAL NOTES. 2. VERIFY/COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 3. RE: ARCH. FOR TOP OF WALL ELEVATIONS. 4. FOR TYPICAL WALL FRAMING AT SHEARWALL INTERSECTIONS, RE: 8/SO.3 . 5. FOR TYPICAL DOUBLE TOP PLATE SPLICES, RE: 3/SO.3. 6. FOR PIPES THROUGH TO PLATES, RE: 2/SO.3 . 7. FOR ALLOWABLE HOLES AND NOTCHES IN SAWN LUMBER FRAMING, RE: I/SO.3 , FOR HOLES AND NOTCHES IN I -JOISTS OR MANUFACTURED LUMBER, RE: MANUFACTURER. 8. FOR PARTITION WALL BRACING, RE: 2/SO.4. 9. FOR SILL PLATE ANCHOR BOLT PLACEMENT, RE: 1/S0:3 . 10. FOR SILL PLATE ANCHOR PLATE WASHERS, RE: 2/SO.3 . 11. FOR TYPICAL SHEATHING NAILING, RE: 4/SO.3 . 12. PROVIDE THE FOLLOWING FRAMING HARDWARE, U.N.O. ON PLANS OR DETAILS: •I -JOISTS / PSL / LVL: TTS' TOP FLANGE, 'IDS' FACE MOUNT, OR'HUC'CONCEALEDFLANGE HANGERS. -SAWN LUMBER: 'HUTF' TOP FLANGE OR'LUS' FACE MOUNT HANGERS. -POST CAPS: 'CCQ' WHERE BEAM OCCURS BOTH SIDES OF POST OR ECCQ' WHERE BEAM OCCURS ONE SIDE OF POST. 13. FOR EXTERIOR WALL STUDS, TRIMMER STUDS AND KING STUDS, RE: FRAMING SCHEDULE SHEETS. FOR INTERIOR NON -LOAD BEARING WALL STUDS, RE: ARCH. PROVIDE POSTS BELOW ALL GIRDER TRUSSES, BEAMS AND BUILT-UP MEMBERS TO MATCH WIDTH OF FRAMING MEMBERS AND DEPTH TO MATCH WALL FRAMING U.N.O. ON PLAN. WALL FRAMING SCHEDULE 2x6 DF#2 STUDS @ 24" O.C., U.N.O. KEYED NOTES 1. ROOF SHEATHING SHALL BE 1/2" APA RATED PLYWOOD WITH 32/16 SPAN RATING, U.N.O., FASTENED WITH 10d EDGE NAILS AT 6" O.C. AND FIELD NAILS AT 12" O.C., RE: 3/SO.4 FOR DIAPHRAGM NAILING. 2. P.E. ROOF TRUSSES @ 24" O.C. 3. WALL LOAD ON TRUSS: DL= 280 PLF SL= 280 PLF 4. WALL LOAD ON EACH TRUSS: DL= 560# SL= 560# 5. 'H8' STRAP AT CORNERS OF OVERBUILD. 6. SNOW DRIFT PROFILES: DRIFTS OCCUR ALONG ENTIRE LENGTH OF WALL OR PARAPET. Pd O. Wd NO. Pd Wd DI 64 PSF 12' - 0" D2 30 PSF 6'- 0" 7. MECHANICAL ZONE: DESIGN P.E. TRUSSES FOR ADDITIONAL DEAD LOAD REACTION OF 750 lbs. AT ANY POINT ON ANY TRUSS IN ZONE. HEADERSCHEDULE W Z O MARK HEADER TRIMMERS KING STUDS Hl (3) 1-3/4"x 11-7/8" LVL (2) 2x6 (2) 2x6 H2 6x12 DF#1 (2)2x6 (2)2x6 00 H3 6x8 DF#1 2x6 (2) 2x6 H4 (3)2x6 2x6 2x6 E M� M Q CD -0 U W X z j HEADER Q n/ COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the SILLS & CRIPPLE STUDS AS REQ'D herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. TRIMMER(S) KING STUD(S) BID/CITY SET * AT FLUSH HEADER LOCATIONS THAT BREAK WOOD WALL DOUBLE TOP PLATE, PROVIDE SIMPSON MST27 STRAP TO TIE HEADER TO DISCONTINUOUS TOP PLATE. DRAWING SHEET REVISIONS SUvIPSON'CMSTC16' LINDGREN:LABRIE A R C H I T E C T U R E 05/10/2019 S2 Sheet Number W Z O JC N � _ N 00 _LZ n U) E M� M Q CD -0 U W X z j W Q n/ COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET Sheet Title DRAWING SHEET REVISIONS DATE REMARKS DRAWN BY: TIN CHECKED BY: DNS DATE: 09 MAY 2019 SCALE: JOB NO. 16158 S2 Sheet Number INTEGRAL TRUSS PARAPET T.O. PARAPET RE: ARCH. 2x BLOCKING 16d @ 8" O.C. 'H2.5' TIE AT EA. TRUSS —� } T.O. WALL � RE: ARCH. ROOF ROOF SHEATHING, RE: PLAN E.N. P.E. TRUSSES @ 24" O.C. W/ INTEGRAL PARAPET P.E. TRUSS BLK'G. W/'A35' CLIP EA, TRUSS BAY E.N. HANGER BY TRUSS MFR. GIRDER TRUSS, RE: PLAN SHEARWALL SHEATHING, RE: PLAN STUD WALL, RE: PLAN PARAPET ROOF TRUSS AT GIRDER TRUSS WALL PARRALLEL TO TRUSS 1" =1'-0" ROOF SHEATHING, RE: PLAN P.E. TRUSSES, RE: PLAN ROOF E.N. �\ 'H2.5' TIE AT EA. TRUSS SHEARWALL E.N. TRUSS BLK'G. W/'A35' CLIP EA. TRUSS BAY FASCIA, RE: ARCH. STUD WALL, RE: PLAN SHEARWALL SHEATHING, RE: PLAN CANOPY EAVE E.N. I WALL, RE: PLAN ,LE PLATE W/ 16d S @ 8" O.C. SHEATHING, LAN TIONAL TRUSS �W WALL 2x BLK'G. w/ LTP4' PLATE EA. OUTRIGGER BAY — SHEARWALL E.N. GABLE END TRUSS W/'A35' CLIPS @ 241- O.C. 4"O.C. AT TOP PLATES PARAPET RE: ARCH. 2x BLOCKII 16d @ 8" 0.1 'I12.5' TIE A' EA.TRUSS T.O. WALL RE: ARCH. SHEARWAI SHEATHIN( INTEGRAL TRUSS PARAPET PARAPET ROOF TRUSS AT GIRDER TRUSS 111 _ 11_011 RE: ARCH. SHEARWALL SHEATHING, RE: PLAN SHEARWALL E.N. SHEARWALL SHEATHING, RE: PLAN STUD WALL, RE: PLAN 2x PL. W/ (2) 16d INTO EA. ROOF JOIST SHEARWALL E.N. 4x6 BLWG. W/ LUS46 HANGER EA. END, TYP. - HZ TIE AT EA. P.E. TRUSS HEADER, RE: PLAN U. WALL Y' RE: ARCH. STUD WALL, RE: PLAN 2x SOLE PLATE W/ 16d NAILS @ 8" O.C. 2x6 @ 24" O.C. LADDER FRAMING W/ HUS' HANGER EA. END ROOF SHEATHING, RE: PLAN P.E. TRUSS, RE: PLAN WALL PERPENDICULAR TO TRUSS SHEARWALL E.N. SHEARWALL SHEATHING, RE: PLAN CANOPY GABLE END — 2x4 OUTRIGGERS @ 24" O.C. ROOF ROOF SHEATHING, E.N. RE: PLAN 'LUS' HANGER (3) 16d NAILS P.E. TRUSSES, RE: PLAN 2x4 BRACES @ 48" O.C. 'GBC' , EA. BRACE STUD WALL, RE: PLAN '12.5' TIE AT EA. TRUSS - HEADER, RE: PLAN — ROOOF TRUSS AT ENTRY 111= 11.011 P.E. TRI RE: PLA., ROOF ROOF SHEATHING, RE: PLAN E.N. P.E. TRUSSES @ 24" O.C. SHEARWALL TO ROOF P.E. TRUSS BLK'G. WVA35' CLIP EA. TRUSS BAY P.E. TRUSSES @ 24" O.C. ROOF SHEATHING, RE: PLAN 2x FLAT P.E. TRUSS BLOCKING DRAG STRAP 111 _ 11_011 NOTE: ATTACH CURB TO 4x W/ W CHECKED BY: DNS #12x4" WD. SCREWS. PROVIDE Z SCALE: (1) AT EA. CORNER & AT 18" O.C. J EA. SIDE OF UNIT N O � N t (n ZM U) C NOTE: MFR PROVIDED U M ,Wr � TAPEREDY C RBS F------------------------------------------------------ VERIFY WITH EQUIPMENT SUPPLIER er) BE USED LIEU NX ' `J x LEVELING PLATFORM TO SUIT MECHANICAL EQUIPMENT i 2x8 @ 12" O.0 W/ SIIvfPSON'HIT' 3/4" PLWOOD SHEATHING HANGER EA. END Lv _______ ----------------- 4x AS REQD. TO LEVEL THEPLATFORM 4x6 W/ SIMPSON'HUS' HANGER EA. END, TYP. RTU CURB P.E. TRUSSES, RE: PLAN — E.N. TO FLAT P.E. TRUSS BLOCKING STRAP, RE: PLAN 2x STUD WALL FACTORY CURB BY A.C. CONTRACTOR 10d NAILS @ 6" O.C. 4x CONT. W/ 1/2"0 LAG BOLT @ 24" O.C. ROOF DECK, RE: PLAN LINDGREN:LABRIE ARCHITECTURE � + i 05/10/2019 COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labde Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET Sheet Title DRAWING SHEET REVISIONS A DATE IREMARKS DRAWN BY: W CHECKED BY: DNS DATE: 09 Z SCALE: c J m _ N O � N t (n ZM U) C 00 O U M ,Wr � - I= E E O m er) ^ � NX ' `J x Z Q COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labde Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET Sheet Title DRAWING SHEET REVISIONS A DATE IREMARKS DRAWN BY: TJN CHECKED BY: DNS DATE: 09 MAY 2019 SCALE: JOB NO. 16158 52.1 Sheet Number MECHANICAL SPECIFICATIONS Section Number Title 15010 BASIC MECHANICAL REQUIREMENTS 15060 HANGERS AND SUPPORTS 15083 PIPE INSULATION 15100 VALVES 15411 WATER DISTRIBUTION PIPING 15420 DRAINAGE AND VENT PIPING - SANITARY 15496 NATURAL GAS SYSTEMS 15010 BASIC MECHANICAL REQUIREMENTS GENERAL All work shall conform to mandated version of IBC, SMACNA, UPC, IMC, NFPA, IFC, IFGC, IECC and all other applicable codes enforced by the authorities having jurisdiction. The scope of the work shall include mechanical systems as shown on the plans. The Contractor shall provide all supervision, labor, material, equipment, machinery, plant and any and all other items as indicated on the drawings as required for complete systems. Contractor shall give all necessary notices, obtain and pay for all permits and pay all government sales taxes, fees and other costs incurred in connection with the work, file all necessary plans, prepare all documents and obtain all required certificates of inspections for his work and deliver same to the Engineer before request for acceptance and final payment for the work. All materials installed shall bear the UL label and shall be new and of the best quality. The Contractor shall follow drawings in laying out work, check drawings of other trades and verify on-site conditions in which work will be installed. The Contractor shall protect all work, material and existing furnishings from damage by his work or workmen and shall be liable for all damage thus caused. Provide two sets of operations and maintenance manual and two sets of as built record drawings within 60 days of substantial completion of project. All work shall be guaranteed in writing to be free of defective work, materials or parts for a period of one year after substantial completion of work. 15060 HANGERS AND SUPPORTS GENERAL Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. Design seismic restraint system per IBC in accordance with SMACNA Seismic Design Guide for service zones as identified by current IBC. PRODUCTS Manufactured Units Hangers, Supports and Components: Factory fabricated according to MSS SP -58. EXECUTION Hanger and Support applications to comply with MSS SP -69 for pipe hanger selections and applications. Hanger and Support Installation to comply with MSS SP -69 and SP -89. Install hangers, supports, clamps and attachments as required to properly support piping from building structure. 15083 PIPE INSULATION GENERAL Insulation installed indoors shall have a flame spread rating of 25 or less and a smoke developed rating of 50 or less. INSULATION MATERIALS Mineral fiber insulation shall have glass fibers bonded with a thermosetting resin complying with ASTM C 547, type 1, with factory -applied all-purpose vapor retarder jacket. FIELD APPLIED JACKETS Provide standard PVC fitting covers. GENERAL APPLICATION REQUIREMENTS Apply insulation continuously through hangers, walls and floors in accordance with manufacturers written instructions. INSULATION APPLICATION SCHEDULE Heating and domestic hot water systems piping up to 1.1/4" and 105"F -140"F fluid operating temperature. Provide 1" thick, mineral fiber insulation with PVC fitting covers and no vapor retarder. Domestic cold water. None. 15100 VALVES GENERAL General duty valves common to most mechanical piping systems. Comply with ASME B31.9 for building services piping. Comply with MSS Standard Practices referenced. PRODUCTS Ball Valves: MSS SP -110, full port, class 150, 600 psi cwp, bronze body. Swing Check Valves (2.1/2" and smaller): MSS SP -80, class 125, 200 psi cwp, bronze body. 15411 WATER DISTRIBUTION PIPING PIPES AND TUBES Hard Copper Tube: ASTM B 88, Type L, water tube, drawn temper with wrought copper solder fittings. JOINT MATERIALS Solder: ASTM B 32, Alloy Sn95, Sn94 or E; lead free. UNDERGROUND PIPING 3-1/2" NPS and Smaller: Hard copper tube, Type K, copper solder -joint pressure fittings and solderjoints. Provide with two layers of Scotch wrap. CLEANING Use purging and disinfecting procedures prescribed by authorities having jurisdiction or, in method is not prescribed, procedure described in either AW WA C651 or AW WA C652. 15420 DRAINAGE AND VENT PIPING - SANITARY PIPE AND TUBES PVC Pipe: Cellular core schedule 40, ASTM D2665 pipe with solvent cement welded socket fittings. 15496 NATURAL GAS SYSTEMS PIPING AND TUBING MATERIALS Steel Pipe: ASTM A 120, Schedule 40, seamless, black steel pipe, beveled ends. FITTINGS Malleable -Iron Threaded Fittings: ANSI B16.3, Class 150, standard pattern. Steel Flanges and Flanged Fittings: ANSI 816.5. PIPE APPLICATIONS Install steel pipe with threaded joints and fittings for 2" and smaller and with welded joints for 2-1/2" and larger. PIPING INSTALLATIONS Conform to the requirements of NFPA 54 - National Fuel Gas Code. PIPE FINISH Prime and paint or provide other approved protective coating for gas pipe where exposed to the exterior per IFGC 404.11. PLUMBING FIXTURE SCHEDULE SYM DESCRIPTION ABOVE FINISHED FLOOR COLD HOT WASTE VENT P-1 HOSE BIBB EAT 3/4" --- --- --- PP-1 Hose Bibb: Woodford No. 65, auto -draining with vacuum breaker, loose key stops and barrel length to suit wall construction. MECHANICAL ABBREVIATIONS SYMBOL DESCRIPTION AFF ABOVE FINISHED FLOOR BTU BRITISH THERMAL UNITS CFM CUBIC FEET PER MINUTE CHAR CHARACTERISTICS EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ENT ENTERING EVAP EVAPORATIVE FA FRESH AIR FLA FULL LOAD AMPS FT FEET HP HORSE POWER HR HOUR kW KILOWATT LAT LEAVING AIR TEMPERATURE LB POUNDS LVG LEAVING MAX MAXIMUM MBH BTU'S IN THOUSANDS MCA MINIMUM CIRCUIT AMPS MIN MINIMUM NO NUMBER NTS NOT TO SCALE OA OUTSIDE AIR OAT OUTSIDE AIR TEMPERATURE OBD OPPOSED BLADE DAMPER PD PRESSURE DROP PRV PRESSURE REDUCING VALVE RA RETURN AIR RPM REVOLUTIONS PER MINUTE SEER SEASONAL ENERGY EFFICIENCY RATIO SF SQUARE FEET SP STATIC PRESSURE SPE STATIC PRESSURE EXTERNAL S/T SENSIBLE TO TOTAL COOLING RATIO TYP TYPICAL TIKKER ENGINEERING A MECHANICAL CONSULTING FIRM 9384 W. OM nE Rd. Phone: 1208) 858-0218 8ro 8e, 0 83108 Fax: 208) 858-0219 JOB # 19064 MECHANICAL LEGEND SYMBOL DESCRIPTION CW COLD WATER PIPING HW HOT WATER PIPING HWR HOT WATER RETURN ,PIPING NP NON POTABLE WATER PIPING WASTE PIPING GW GREASE WASTE PIPING ------------ VENT PIPING C CONDENSATE PIPING G LOW PRESSURE GAS PIPING MPG MEDIUM PRESSURE GAS PIPING PP# PLUMBING FIXTURE IDENTIFICATION PIPE BREAK 0 PIPE RISE C PIPE DROP E PIPE END CAP REDUCER • VENT THROUGH ROOF FLOOR DRAIN ® FLOOR SINK III 0 U UNION M POINT OF CONNECTION EXISTING TO NEW PUMP 161 BALL VALVE I V CHECK VALVE - �- PRESSURE REDUCING VALVE -�6T--,N(5�- DOUBLE CHECK BACKFLOW PREVENTER REDUCED PRESSURE BACKFLOW PREVENTER I PRESSURE RELIEF VALVE 0 THERMOSTAT MOTORIZED DAMPER CONICAL SPIN IN FITTING WITH HAND DAMPER QQ ROUND CEILING DIFFUSER ® CEILING DIFFUSER RETURN GRILLE EXHAUST GRILLE ® SUPPLY DUCT Z RETURN DUCT Z EXHAUST DUCT r FLEX DUCT Xe EQUIPMENT CALLOUT DRAWING LEGEND SHEET DRAWING TITLE M100 MECHANICAL COVER SHEET M200 HVAC PLAN M300 WASTE AND VENT PLAN M400 PLUMBING PLAN LINDGREN:LABRIE A R C H I T E C T U R E COPYRIGHT © 2018 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID / CITY SET MECHANICAL COVER SHEET Sheet Title DRAWING SHEET REVISIONS X DATE REMARKS DRAWN BY: W CHECKED BY: KR DATE: Z SCALE: 3/1611 = 19-099 Joe NO, 18176.01 m Z �M 00 CU E 0 U M `m Z W Q COPYRIGHT © 2018 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID / CITY SET MECHANICAL COVER SHEET Sheet Title DRAWING SHEET REVISIONS X DATE REMARKS DRAWN BY: iM CHECKED BY: KR DATE: 14 MAY 2019 SCALE: 3/1611 = 19-099 Joe NO, 18176.01 M100 Sheet Number GENERAL NOTES: 1. COORDINATE HVAC EQUIPMENT WITH ALL OTHER TRADES AS REQUIRED. E KEY NOTES: 1. AREA OF FUTURE ROOF EQUIPMENT FOR STRUCTURAL COORDINATION, 10' (FEET) AWAY FROM EDGE OF BUILDING. EQUIPMENTAND CURBS TO BE LOCATED AND INSTALLED DURING FUTURE TENANT IMPROVEMENT. EQUIPMENT BASED ON RESTAURANT TENANT WITH THE FOLLOWING ESTIMATED LOADS: EQUIPMENT LB RTU -1 1250 RTU -2 1250 MAU-1 1250 KITCHEN EF -1 250 4000 TOTAL 2. BUILDING OWNER TO PROVIDE TEMPORARY ELECTRIC HEAT FOR FREEZE PROTECTION UNTIL TENANT OCCUPIED. I (9NORTH HVAC PLAN SCALE: 3/16'=I' -O" daTIKKER ENGINEERING A MECHANICAL CONSULTING FIRM 9384 W. OIRdand Rd. PNona: 208) 888-0218 W., W 83]09 For. 208) 888-0219 JOB # 19064 LINDGREWLABRIE A R C H I T E C T U R E COPYRIGHT © 2018 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID / CITY SET HVAC PLAN Sheet Title DRAWING SHEET REVISIONS 0 DATE REMARKS DRAWN BY: W CHECKED BY: KR DATE: z SCALE: 3/16" = 1'-0" JOB No. 18176.01 m J °' Z a) � — �00 CID 0 CD CU 2) 0 O U m CIO m X Of Z W Q ry COPYRIGHT © 2018 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID / CITY SET HVAC PLAN Sheet Title DRAWING SHEET REVISIONS 0 DATE REMARKS DRAWN BY: JM CHECKED BY: KR DATE: 14 MAY 2019 SCALE: 3/16" = 1'-0" JOB No. 18176.01 M200 Sheet Number GENERAL NOTES: 1. COORDINATE PLUMBING FIXTURES AND PIPING WITH ALL OTHER TRADES AS REQUIRED. 2 WASTE PIPING SMALLER THAN 4" IS TO BE SLOPED ATY4" PER FOOT. ALL WASTE PIPING 4" AND LARGER IS TO BE INSTALLED ATYe" SLOPE PER FOOT PENDING VERIFICATION WITH LOCAL AUTHORITY HAVING JURISDICTION. 0 KEY NOTES: L REFERENCE CIVIL DRAWINGS AND VERIFY UTILITY CONNECTION LOCATIONS IN FIELD PRIOR TO COMMENCING WORK. INVERT ELEVATION AT 36" BELOW GRADE. 2. INVERT ELEVATION OF SANITARY SEWER UNE TO BE A MINIMUM 16" BELOW GRADE. IDENTIFY CLEAN OUT AS "SANITARY SEWER". 3. INVERT ELEVATION OF GREASE WASTE LINE TO BE A MINIMUM 16" BELOW GRADE. IDENTIFY CLEAN OUTAS "GREASE WASTE". 1E KEY NOTES: 4. PLUMBING CONTRACTOR TO COORDINATE LOCATION OF GREASE INTERCEPTOR WITH CIVIL DRAWINGS AND PROPERTY MANAGER PRIOR TO WORK COMMENCING. 5. 3"0 VENT LINE FROM GREASE INTERCEPTOR. 6. CLEANOUTS TO BE MARKED AS "SANITARY SEWER" AND "GREASE WASTE'. WASTE AND VENT PLAN NORTH SCALE: 3/16"=V-0' TIKKER ENGINEERING A MECHANICAL CONSULTING FIRM Q 84 W. D nE RM. Phony 208 858-0218 W... ID 8 N Fa.: 208 858-0219 JOB # 19064 I U LINDGREWLABRIE ARCH ITECTU RE 0) W CHECKED BY: KR "O Z SCALE: 3/1611 = 1'-0" in �.i O:' N Z F' N coco U) CIO 00 � C L N '0 E a' O U m Z W a ry COPYRIGHT © 2018 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID / CITY SET WASTE AND VENT PLAN Title DRAWING SHEET REVISIONS Q DATE REMARKS DRAWN BY: `IM CHECKED BY: KR DATE: 14 MAY 2019 SCALE: 3/1611 = 1'-0" JOB NO. 18176.01 M300 Sheet Number i 2 PSI GAS METER (TYP. OF 3) 1",2PSI J 1",2PSI I 1",2PSI J A GAS METER BANK DETAIL M4.0 SCALE: NTS INTERMOUNTAIN GAS COMPANY TO PROVIDE 3 METER MANIFOLD STATION GENERAL NOTES: 1. COORDINATE PLUMBING FIXTURES AND PIPING WITH ALL OTHER TRADES AS REQUIRED. 2. REFERENCE ARCHITECTURAL FLOOR PLANS FOR EXACT FIXTURE LOCATIONS & MOUNTING HEIGHTS. 3. LOCATE WATER PIPING IN HEATED AREAS ONLY. DO NOT LOCATE PIPING IN EXTERIOR WALLS OR UNINSULATED ROOF SPACES. 4. COORDINATE LOCATION OF ACCESS PANELS WITH GENERAL CONTRACTOR. E P-1 IV - 1/ 2" z„ 10 2 2" -CW CW CW Y4° ;l Ij 0 °II ❑s °!' i I P-1 P-1 NORTH PLUMBING PLAN SCALE: 3/16"= F-0" D KEY NOTES: I. REFERENCE CIVIL DRAWINGS AND VERIFY UTILITY CONNECTION LOCATIONS IN FIELD PRIOR TO COMMENCING WORK. 2. PROVIDE GAS METER MANIFOLD STATION WITH 3 EACH 2 PSI GAS METERS FOR SERVICE TO 3 EACH FUTURE TENANTS. REFERENCE DETAIL 'A' SHEET M4.0 FOR GAS METER DETAIL. 3. PROVIDE BOLLARD PROTECTION FOR GAS METER MANIFOLD STATION. 4. PROVIDE 2" DOUBLE CHECK BACKFLOW PREVENTER WITH ACCESS DOOR IN WALL COORDINATE FINAL LOCATION WITH GENERAL CONTRACTOR. -CW-? M -I 2" KEY NOTES: 5 INSTALL HOSE BIBB ISOLATION VALVE IN AN ACCESSIBLE LOCATION. 6. PROVIDE 2" CW LINE WITH BALL VALVE SHUT OFF AND END CAP FOR FUTURE TENANT IMPROVEMENT. 7. PROVIDE 1" MPG LINE WITH BALL VALVE SHUT OFF AND END CAP FOR FUTURE TENANT IMPROVEMENT. B. RUN 2" POLYPROPYLENE CW LINE IN 4" PVC TUBE UNDER SLAB. START PVC TUBE 36" FROM EXTERIOR OF BUILDING AND RISE NEXT TO BACKFLOW PREVENTER. 2 3 A GAS METER M4.0 BANK DETAIL TIKKER ENGINEERING A MECHANICAL CONSULTING FIRM 6.194 W. O+ rand R6. Phone: 208 656-0218 Bolen, ID 07M Fax: ZOB 658-0216 JOB # 19064 2" LINDGREWLABRIE A R C H I T E C T U R E 0) W CHECKED BY: KR 16 z SCALE: 3/1611 = 1'-011 C0 J o � � M _r_z U)- �00 E 2) U (D x Z X W Q COPYRIGHT © 2018 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID / CITY SET PLUMBING PLAN Sheet DRAWING SHEET REVISIONS DATE IREMARKS DRAWN BY: iM CHECKED BY: KR DATE: 14 MAY 2019 SCALE: 3/1611 = 1'-011 JOB NO. 18176.01 M400 Sheet Number ELECTRICAL ABBREVIATIONS A AMPERES AC 6" ABOVE BACKSPLASH AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AF AMPFRAME AIC AMPS INTERRUPTING CAPACITY AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT CO CONDUIT ONLY, PROVIDE PULL -LINE CT CURRENTTRANSFORMER CTL CONTROL DC DIRECT CURRENT DEMO DEMOLITION DET DETAIL E EMPTY/EMERGENCY (E) EXISTING EC ELECTRICAL CONTRACTOR EF EXHAUSTFAN EL EMERGENCY LIGHT EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXG EXISTING F FUSE FVNR FULL VOLTAGE NON -REVERSING FYR FULL VOLTAGE REVERSING G/GND GROUND GFI GROUND FAULT INTERRUPTION HH HANDHOLE HID HIGH INTENSITY DISCHARGE HOA HAND -OFF -AUTO HPS HIGH PRESSURE SODIUM HT HEIGHT HVAC HEATING, VENTILATING, & AIR CONDITIONING IBT INTERSYSTEM BONDING TERMINATION IC INTERRUPTING CAPACITY IG ISOLATED GROUND IPCO IDAHO POWER COMPANY J/JB JUNCTION BOX KA KILOAMP KW KILOWATT KWH KILOWATT HOUR M MAGNETIC CONTACTOR COIL MB MAIN BREAKER MC MECHANICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MLO MAIN LUGS ONLY MS MOTOR STARTER MH MANHOLE MH METAL HALIDE MTG MOUNTING N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OH OVERHEAD OL OVERLOAD OS OCCUPANCY SENSOR OFCI OWNER FURNISHED CONTRACTOR INSTALLED PC PHOTOCELL PNL PANEL PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE pWR POWER PIR PASSIVE INFRARED REC RECEPTACLE (R) RELOCATED SF SQUARE FEET T TELEPHONE TB TERMINAL BOARD TBD TO BE DETERMINED TC TIME CLOCK TDR TIME DELAY RELAY TJB TERMINAL JUNCTION BOX TSP TWISTED SHIELDED PAIR TTB TELEPHONE TERMINAL BOARD TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE V VOLT VA VOLT-AMPERE WP WEATHER PROOF/NEMA 3R XFMR TRANSFORMER X EXPLOSION PROOF XFR TRANSFER LIGHTING SYMBOLS see luminaire schedule for mounting and fixture type ® 2'x4' ARCHITECTURAL LUMINAIRE ® 2'x4' PARABOLIC LUMINAIRE ® 2'x4' LUMINAIRE ®.J 2'x4' LUMINAIRE WITH EMERGENCY POWER SOURCE AS ® NOTED ®� 1'x4' LUMINAIRE �I 1'x4' LUMINAIRE WITH EMERGENCY POWER SOURCE AS 0 NOTED ® 2'x2' PARABOLIC LUMINAIRE ® 2'x2' LUMINAIRE N00 0 2'x2' LUMINAIRE WITH EMERGENCY POWER SOURCE AS ®.J NOTED ® SURFACE CABLE DOWN LUMINAIRE TT or T# SURFACE CABLE DOWN LUMINAIRE �I SURFACE PENDANT LUMINAIRE 0 SURFACE UPLIGHT LUMINAIRE ❑..I STEP LUMINAIRE ® RECESSED WALLWASH LUMINAIRE ® RECESSED SLOPED CEILING LUMINAIRE O RECESSED ACCENT LUMINAIRE i i Q RECESSED LUMINAIRE RECESSED LUMINAIRE WITH EMERGENCY POWER G SOURCE AS NOTED C==== INDIRECT LUMINAIRE (LENGTH AS INDICATED ON DWGS) ® GRID CEILINGS: PROVIDE WITH UL LISTED GRID JUNCTION Qb, BOX. EXCESS AIRCRAFT CABLE TO BE COILED AND $ CONCEALED IN FIXTURE, DO NOT CUT OFF EXCESS �## AIRCRAFT CABLE; VERIFY FINAL MOUNTING HEIGHT WITH PM OWNER; SEE DETAIL ON DETAIL SHEET(S) S S INDIRECT LUMINARIES WITH EMERGENCY POWER SOURCE AS NOTED (LENGTH AS INDICATED ON DWGS) GRID CEILINGS: PROVIDE WITH UL LISTED GRID JUNCTION ® BOX. EXCESS AIRCRAFT CABLE TO BE COILED AND 0 CONCEALED IN FIXTURE, DO NOT CUT OFF EXCESS FOO AIRCRAFT CABLE; VERIFY FINAL MOUNTING HEIGHT WITH OWNER; SEE DETAIL ON DETAIL SHEET(S) 4 4' WALL FIXTURE 4' WALL FIXTURE WITH EMERGENCY POWER SOURCE © AS NOTED 4 2' WALL FIXTURE 4 2' WALL FIXTURE WITH EMERGENCY POWER SOURCE AS NOTED l� 3' WALL FIXTURE EMERGENCY LUMINAIRE SURFACEANALL MOUNTED FLOOD LIGHT g0— TRACK LUMINAIRE HEAD MOUNTED AS INDICATED ROUND LUMINAIRE FUIZPF WALL MOUNTED LUMINAIRE TC TIMECLOCK O PHOTOCELL OC OCCUPANCY SENSOR. OCCUPANCY SENSOR TO BE INSTALLED NO LESS THAN 6FT FROM ANY HVAC DIFFUSERS. VS CEILING MOUNTED VACANCY SENSOR. VACANCY SENSOR TO BE INSTALLED NO LESS THAN 6FT FROM ANY HVAC DIFFUSERS. PROVIDE WITH LOW VOLTAGE MOMENTARY WALL SWITCH FOR MANUAL'ON' CONTROL. []-0 POLE LIGHT WITH ONE HEAD ARM MOUNTED ❑ o- POLE LIGHT WITH TWO HEADS ARM MOUNTED f'❑ WALLPACK LUMINAIRE (® WALLPACK LUMINAIRE WITH EMERGENCY POWER SOURCE AS NOTED LIGHTING CONTACTOR TO BE NEMA 1 UNLESS ® OTHERWISE NOTED. SIZE, POLES, AND TYPE AS INDICATED ON DRAWING ® CEILING MOUNTED EXIT SIGN, DOUBLE FACE WALL MOUNTED EXIT SIGN, DOUBLE FACE ® CEILING MOUNTED EXIT SIGN, SINGLE FACE K3 WALL MOUNTED EXIT SIGN, SINGLE FACE WALL MOUNTED EXIT SIGN/ EMERGENCY LIGHT COMBO UNIT, SINGLE FACE ARROW INDICATES DIRECTION TO BE SHOWN ON SIGN ALL MOUNTING TYPE XXX LAMP TYPE AND NUMBER TO UNO DIFFERENTIATE LUMINAIRE E -DESIGNATES FIXTURE WITH EMERGENCY BALLAST FLUORESCENT FIXTURES WITH AN'E' DESIGNATION ARE TO BE SUPPLIED WITH BODINE 90 MINUTE EMERGENCY BATTERY PACK (OR EQUAL) SUITABLE FOR THAT FIXTURES LAMP TYPE AND TO PRODUCE 50% OF THE ORIGINAL LIGHT OUTPUT. METAL HALIDE OR HIGH PRESSURE SODIUM FIXTURES WITH AN 'E' DESIGNATION ARE TO BE SUPPLIED WITH A LOW VOLTAGE LAMP AND CIRCUIT. A BATTERY PACK WHICH IS RATED FOR 5OW OUTPUT AND 90 MINUTES IS ALSO TO BE SUPPLIED. THE BATTERY PACK IS TO BE MOUNTED INSIDE THE BUILDING ENVELOP IN THE CEILING SPACE. ELECTRICAL DEVICE SYMBOLS see electrical specifications for further information ® DUAL LEVEL SWITCHING, INSIDE AND OUTSIDE LAMPS OF E1.0 FIXTURE TO BE SWITCHED SEPARATELY. N00 0 SINGLE RECEPTACLE. MOUNT AT +18" AFF UNLESS ®.J OTHERWISE NOTED. ® SINGLE RECEPTACLE. MOUNTED IN FLOOR. TYPE OF TT or T# BOX AS INDICATED. �I DUPLEX RECEPTACLE. MOUNT AT +18" AFF UNLESS 0 OTHERWISE NOTED. ❑..I C CEILING MOUNTED E4.1 DUPLEX RECEPTACLE, HALF OF RECEPTACLE mor® SHALL BE SWITCHED. MOUNT AT +18" AFF O UNLESS NOTED OTHERWISE. ® DUPLEX RECEPTACLE. MOUNTED IN FLOOR. TYPE OF BOX AS INDICATED. G FOURPLEX RECEPTACLE. MOUNT AT +18" AFF UNLESS ® OTHERWISE NOTED. ® FOURPLEX RECEPTACLE. MOUNTED IN FLOOR. TYPE OF Qb, BOX AS INDICATED. $ SWITCH SUBSCRIPT INDICATES TYPE OF �## SWITCH. MOUNT AT +46" AFF UNLESS NOTED PM OTHERWISE S S D DIMMER K KEYED LV LOW VOLTAGE ® M MOMENTARY CONTACT 0 OV OVERRIDE FOO OC OCCUPANCY SENSOR; SEE DRAWINGS FOR ADDITIONAL INFORMATION. FOR 2 -POLE, LINE VOLTAGE OCCUPANCY SENSOR, FURNISH AND INSTALL DUAL © LEVEL SWITCHING. SENSORS MUST BE DUAL TECHNOLOGY AND A MINIMUM OF 1,000 SQUARE FEET OF COVERAGE. VS VACANCY SENSOR; SEE DRAWINGS FOR ADDITIONAL INFORMATION. FOR SENSORS MUST BE DUAL TECHNOLOGY AND A MINIMUM OF 1,000 SQUARE FEET OF COVERAGE. VACANCY SENSOR TO BE PROVIDED WITH MANUAL'ON' OPERATION. P PILOT LIGHT TO THERMAL OVERLOAD (THE NUMBER OF POLES TO MATCH CIRCUIT REQUIREMENTS AND BE SIZED FOR ASSOCIATED MOTOR LOAD.) 2 DOUBLE POLE 3 THREE WAY 4 FOUR WAY a SUPERSCRIPT INDICATES LIGHTS TO BE SWITCHED ® MOTOR STARTER/CONTACTOR TO BE NEMA 1 UNLESS E1.0 NOTED OTHERWISE. SIZE AND TYPE AS INDICATED ON N00 0 DRAWING. ®.J COMBINATION MOTOR STARTER AND DISCONNECT TO E2.OS BE NEMA 1 UNLESS NOTED OTHERWISE. SIZE AND TT or T# TYPE AS INDICATED ON DRAWING. �I FUSED DISCONNECT SWITCH TO BE NEMA 1 UNLESS 0 NOTED OTHERWISE. SIZE AND POLES AS INDICATED. ❑..I NON-FUSED DISCONNECT SWITCH TO BE NEMA 1 E4.1 UNLESS NOTED OTHERWISE. SIZE AND POLES AS mor® INDICATED. O THERMOSTAT MOUNTED AT +48" AFF UNLESS NOTED #D,#T N,_(TYPICAL OTHERWISE. MECHANICAL UNIT TO BE CONTROLLED AS INDICATED G AQUASTAT ® EQUIPMENT CONNECTION POINT. VERIFY TYPE OF CONNECTION WITH EQUIPMENT SUPPLIER. DIVISION 16 Qb, TO SUPPLY ALL RACEWAY AND CONDUCTORS UNLESS WM NOTED OTHERWISE �## EQUIPMENT CONNECTION POINT MOUNTED IN FLOOR. PM TYPE OF BOX AS INDICATED. VERIFY TYPE OF S S CONNECTION WITH EQUIPMENT SUPPLIER. DIVISION 16 TO SUPPLY ALL RACEWAY AND CONDUCTORS UNLESS NOTED OTHERWISE ® GROUND ROD; 5/8" BY 10' MINIMUM, COPPER -CLAD 0 JUNCTION BOX MECHANICAL EQUIPMENT CALL OUT ❑ POWER POLE m TWO COMPARTMENT POWER POLE FIRE ALARM SYMBOLS see electrical specifications for further information FIRE ALARM ABBREVIATIONS: A SMOKE ALARM - PHOTO ELECTRIC DETECTOR WITH AUDIBLE SOUNDING DEVICE. P PHOTO -ELECTRIC DETECTOR H HEAT DETECTOR ID IN DUCT DETECTOR D DUCT DETECTOR I IONIZATION DETECTOR LG UNIT PROVIDED WITH PROTECTIVE LEXICAN SHIELD GUARD WG UNIT PROVIDED WITH PROTECTIVE WIRE GUARD FIRE ALARM SYMBOLS: O SMOKE DETECTOR, ALL DEVICES CEILING MOUNTED ELECTROMAGNETIC DOOR HOLDER FIRE/SMOKE DAMPER ❑F PULLSTATION, +46" AFF TO CENTER OF DEVICE FIRE ALARM HORN, +90" AFF TO BOTTOM OF DEVICE LINO ❑�C FIRE ALARM HORN, CEILING MOUNT ® 15 FIRE ALARM STROBE, +80" AFF TO BOTTOM OF DEVICE UNO, STROBE INTENSITY INDICATED 15 FIRE ALARM STROBE, CEILING MOUNTED, ® C STROBE INTENSITY INDICATED �15 FIRE ALARM HORN/STROBE +80" AFF TO BOTTOM OF DEVICE, LINO, STROBE INTENSITY INDICATED INC15 FIRE ALARM HORN/STROBE CEILING MOUNTED, STROBE INTENSITY INDICATED 110�C FIRE ALARM SPEAKER/STROBE CEILING MOUNTED, STROBE INTENSITY INDICATED 1108 FIRE ALARM SPEAKER/STROBE , STROBE INTENSITY INDICATED C,SB FIRE ALARM SPEAKER CEILING MOUNTED, ❑D FIRE ALARM BELL, +80" AFF LINO Dd FIRE ALARM CHIME, +80" AFF LINO �15 FIRE ALARM CHIME/STROBE, +80" AFF TO BOTTOM OF DEVICE LINO, STROBE INTENSITY INDICATED END OF LINE RESISTOR ® FLOW SWITCH CD TAMPER SWITCH ® PRESSURE SWITCH ® FIRE I E SHED AANNUNCIATOR, +60" AFF RECESSED IN WALL ® FIRE I FINISHED CONTROL PANEL, +60" AFF RECESSED IN WALL POST INDICATOR VALVE F INDICATOR LIGHT OT INDICATOR LIGHT WITH TEST SWITCH ® FAN SHUT DOWN RELAY ® MONITOR MODULE ® CONTROL MODULE ® RELAY MODULE FIRE ALARM SYSTEM CIRCUITING REQUIREMENTS: 1. ALL CIRCUITING FOR THE FIRE ALARM SYSTEM INCLUDING NOTIFICATION AND SLC OR ZONE CIRCUITS SHALL BE INSTALLED IN CONDUIT, SEE SPECIFICATION SECTIONS 16120 AND 16721 FOR ADDITIONAL INFORMATION. ALL BLANK JUNCTION BOX COVERS ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE PAINTED RED IN COLOR. ABOVE COUNTER RECEPTACLE ABOVE COUNTER OR BACKSPLASH TELEPHONE/DATA OUTLET COUNTER � OR BACKSPLASH ONE LINE SYMBOLS see electrical specifications for further information M ATS AUTOMATIC TRANSFER SWITCH, SIZE AND POLES AS #A #P INDICATED ON DRAWING #A CIRCUIT BREAKER; SIZE AND POLES AS INDICATED ON #P DRAWING PANEL PANELBOARD; NAME, SIZE, TYPE AS INDICATED ON DRAWINGS PAD MOUNTED TRANSFORMER BY LOCAL UTILITY METER GROUND BAR SECTOR SWITCH SPECIAL SYSTEMS SYMBOLS see electrical specifications for further information ® WALL MOUNTED PUSHBUTTON. MOUNT AT +46" AFF E1.0 UNLESS NOTED OTHERWISE N00 0 3 BUTTON DOOR CONTROLLER M0 0 2 BUTTON DOOR CONTROLLER E2.OS B - INDICATES 4 SQUARE EXTRA DEEP JUNCTION BOX TT or T# TRANSFORMER. SIZE AND TYPE AS INDICATED E3.1 # = TRANSFORMER DESIGNATION 0 M - INDICATED SOUND SYSTEM MICROPHONE INPUT M MOTOR WITH THERMAL OVERLOAD E4.1 MOTOR mor® PANELBOARD. SEE ELECTRICAL SCHEDULES FOR � TYPE, SIZE AND MOUNTING #D,#T N,_(TYPICAL # = PANELBOARD DESIGNATION EQUIPMENT CABINET, SURFACE MOUNTED L EQUIPMENT CABINET, FLUSH MOUNTED © WALL MOUNTED CIRCUIT BREAKER. TYPE AND SIZE AS INDICATED Qb, WIREMOLD - POWER AND DATA WM RACEWAY MOUNT RECEPTACLES AS SHOWN. �## MOUNTING OF RACEWAY AS INDICATED PM PLUGMOLD - POWER ONLY MECHANICAL EQUIPMENT CALL OUT ❑ POWER POLE m TWO COMPARTMENT POWER POLE FIRE ALARM SYMBOLS see electrical specifications for further information FIRE ALARM ABBREVIATIONS: A SMOKE ALARM - PHOTO ELECTRIC DETECTOR WITH AUDIBLE SOUNDING DEVICE. P PHOTO -ELECTRIC DETECTOR H HEAT DETECTOR ID IN DUCT DETECTOR D DUCT DETECTOR I IONIZATION DETECTOR LG UNIT PROVIDED WITH PROTECTIVE LEXICAN SHIELD GUARD WG UNIT PROVIDED WITH PROTECTIVE WIRE GUARD FIRE ALARM SYMBOLS: O SMOKE DETECTOR, ALL DEVICES CEILING MOUNTED ELECTROMAGNETIC DOOR HOLDER FIRE/SMOKE DAMPER ❑F PULLSTATION, +46" AFF TO CENTER OF DEVICE FIRE ALARM HORN, +90" AFF TO BOTTOM OF DEVICE LINO ❑�C FIRE ALARM HORN, CEILING MOUNT ® 15 FIRE ALARM STROBE, +80" AFF TO BOTTOM OF DEVICE UNO, STROBE INTENSITY INDICATED 15 FIRE ALARM STROBE, CEILING MOUNTED, ® C STROBE INTENSITY INDICATED �15 FIRE ALARM HORN/STROBE +80" AFF TO BOTTOM OF DEVICE, LINO, STROBE INTENSITY INDICATED INC15 FIRE ALARM HORN/STROBE CEILING MOUNTED, STROBE INTENSITY INDICATED 110�C FIRE ALARM SPEAKER/STROBE CEILING MOUNTED, STROBE INTENSITY INDICATED 1108 FIRE ALARM SPEAKER/STROBE , STROBE INTENSITY INDICATED C,SB FIRE ALARM SPEAKER CEILING MOUNTED, ❑D FIRE ALARM BELL, +80" AFF LINO Dd FIRE ALARM CHIME, +80" AFF LINO �15 FIRE ALARM CHIME/STROBE, +80" AFF TO BOTTOM OF DEVICE LINO, STROBE INTENSITY INDICATED END OF LINE RESISTOR ® FLOW SWITCH CD TAMPER SWITCH ® PRESSURE SWITCH ® FIRE I E SHED AANNUNCIATOR, +60" AFF RECESSED IN WALL ® FIRE I FINISHED CONTROL PANEL, +60" AFF RECESSED IN WALL POST INDICATOR VALVE F INDICATOR LIGHT OT INDICATOR LIGHT WITH TEST SWITCH ® FAN SHUT DOWN RELAY ® MONITOR MODULE ® CONTROL MODULE ® RELAY MODULE FIRE ALARM SYSTEM CIRCUITING REQUIREMENTS: 1. ALL CIRCUITING FOR THE FIRE ALARM SYSTEM INCLUDING NOTIFICATION AND SLC OR ZONE CIRCUITS SHALL BE INSTALLED IN CONDUIT, SEE SPECIFICATION SECTIONS 16120 AND 16721 FOR ADDITIONAL INFORMATION. ALL BLANK JUNCTION BOX COVERS ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE PAINTED RED IN COLOR. ABOVE COUNTER RECEPTACLE ABOVE COUNTER OR BACKSPLASH TELEPHONE/DATA OUTLET COUNTER � OR BACKSPLASH ONE LINE SYMBOLS see electrical specifications for further information M ATS AUTOMATIC TRANSFER SWITCH, SIZE AND POLES AS #A #P INDICATED ON DRAWING #A CIRCUIT BREAKER; SIZE AND POLES AS INDICATED ON #P DRAWING PANEL PANELBOARD; NAME, SIZE, TYPE AS INDICATED ON DRAWINGS PAD MOUNTED TRANSFORMER BY LOCAL UTILITY METER GROUND BAR SECTOR SWITCH SPECIAL SYSTEMS SYMBOLS see electrical specifications for further information ® TELEPHONE/DATA OUTLET, +18" AFF LINO, E1.0 FOUR-SQUARE DEEP TYPE BOX WITH SINGLE E2.OL OR DOUBLE GANG MUDRING AS REQUIRED E2.OP PER NUMBER OF DROPS E2.OS B - INDICATES 4 SQUARE EXTRA DEEP JUNCTION BOX �y —'-1 WITH MUDRING AND BLANK COVER E3.1 C - INDICATES MOUNTED IN CEILING TILE E3.2 M - INDICATED SOUND SYSTEM MICROPHONE INPUT ® W - INDICATES MOUNTED ABOVE ACCESSIBLE CEILING E4.1 #T/#D - # INDICATES NUMBER OF TELEPHONE/DATA E4.2 1"CONDUIT TO ABOVE ACCESSIBLE CEILING OR TO � TTB AS NOTED. #D,#T N,_(TYPICAL NUMBER OR PORTS AND ASSOCIATED CONDUCTORS) BLANK IMPLIES EMPTY RACEWAY L WITH COVERPLATE C FLOOR MOUNTED TELEPHONE/DATA OUTLET CONDUCTORS c INTERCOM �## CEILING MOUNTED SPEAKER WITH BACKBOX �## WALL MOUNTED SPEAKER, WITH BACKBOX +80" UNO S S WALL MOUNTED LOUD SPEAKER PA - PUBLIC ADDRESS SYSTEM SPEAKER SS - SOUND SYSTEM SPEAKER Z WP - WEATHER PROOF WG - WIRE GUARD FOO VOLUME CONTROL, MOUNT AT SWITCH HEIGHT LINO, RATING SHALL MEET OR EXCEED THE WATTAGE BEING CONTROLLED TELEVISION OUTLET, +18" AFF UNO © CEILING MOUNTED TELEVISION OUTLET REMOTE EMERGENCY EXIT SIGN HEAD CENTERED OVER DOOR (WHERE APPLICABLE) EMERGENCY LIGHT EXI FIRE ALARM PULL STATION (TO MECHANISM) LIGHT SWITCH DUPLEX RECEPTACLE TELEPHONE/DATA OUTLET TELEVISION F OUTLET MOUNTING HEIGHT DETAIL UNLESS NOTED OTHERWISE CIRCUITING SYMBOLS see electrical specifications for further information NEUTRAL ISOLATED GROUND CURRENT CARRYING CONDUCTORS A-2,4,6 3/4" MIN. PANEL HOMERUN GROUNDING CONDUCTOR —EM— EMERGENCY POWER SOURCE CIR UIT CONCEALED IN WALL OR CEILING TYPICALLY TO BE 3#12-1#12G,3/4"C (UNO) CONDUIT SIZE QUANTITY AND SIZE OF CONDUCTORS QUANTITY AND SIZE OF GROUNDING CONDUCTOR 2 BEGINNING OF CIRCUIT AND NUMBER OF CIRCUIT — o CONDUIT UP CONDUIT DOWN UNDERGROUND OR CONCEALED CONDUIT — — — — — EXISTING CONDUIT CONDUIT STUBBED, CAPPED, MARKED, AND PROVIDED WITH PULLSTRING FUTURE CONDUIT LINE TYPES — — — — — — EXISTING ---------- DEMOLITION FUTURE NEW ELECTRICAL DRAWING SHEET INDEX EO.0 PUBLIC ADDRESS SYSTEM, PUSH TO TALK E1.0 PUBLIC ADDRESS SYSTEM, WALL MOUNTED E2.OL DIGITAL CLOCK WITH SPEAKER COMBO E2.OP MOUNTED AT 8 1/2" ABOVE ROOM WHITEBOARD. E2.OS PUBLIC ADDRESS SYSTEM, WALL MOUTED DIGITAL CLOCK �y —'-1 WIREMOLD - POWER AND DATA E3.1 RACEWAY MOUNT DATA RECEPTACLES AS SHOWN. E3.2 MOUNTING OF RACEWAY AS INDICATED ® LOW VOLTAGE HARD WIRED DATA CONNECTION TO E4.1 EQUIPMENT. VERIFY TYPE OF CONNECTION WITH E4.2 EQUIPMENT SUPPLIER. DIVISION 16 TO SUPPLY ALL � RACEWAY AND CONDUCTORS UNLESS NOTED • OTHERWISE REMOTE EMERGENCY EXIT SIGN HEAD CENTERED OVER DOOR (WHERE APPLICABLE) EMERGENCY LIGHT EXI FIRE ALARM PULL STATION (TO MECHANISM) LIGHT SWITCH DUPLEX RECEPTACLE TELEPHONE/DATA OUTLET TELEVISION F OUTLET MOUNTING HEIGHT DETAIL UNLESS NOTED OTHERWISE CIRCUITING SYMBOLS see electrical specifications for further information NEUTRAL ISOLATED GROUND CURRENT CARRYING CONDUCTORS A-2,4,6 3/4" MIN. PANEL HOMERUN GROUNDING CONDUCTOR —EM— EMERGENCY POWER SOURCE CIR UIT CONCEALED IN WALL OR CEILING TYPICALLY TO BE 3#12-1#12G,3/4"C (UNO) CONDUIT SIZE QUANTITY AND SIZE OF CONDUCTORS QUANTITY AND SIZE OF GROUNDING CONDUCTOR 2 BEGINNING OF CIRCUIT AND NUMBER OF CIRCUIT — o CONDUIT UP CONDUIT DOWN UNDERGROUND OR CONCEALED CONDUIT — — — — — EXISTING CONDUIT CONDUIT STUBBED, CAPPED, MARKED, AND PROVIDED WITH PULLSTRING FUTURE CONDUIT LINE TYPES — — — — — — EXISTING ---------- DEMOLITION FUTURE NEW ELECTRICAL DRAWING SHEET INDEX EO.0 ELECTRICAL SYMBOLS AND SHEET INDEX E1.0 ELECTRICAL SITE PLAN E2.OL LIGHTING PLAN E2.OP POWER PLAN E2.OS SPECIAL SYSTEMS PLAN E3.0 ONE LINE DIAGRAM AND ELECTRICAL DETAILS E3.1 ELECTRICAL SCHEDULES E3.2 ELECTRICAL SCHEDULES E4.0 ELECTRICAL SPECIFICATIONS E4.1 ELECTRICAL SPECIFICATIONS E4.2 ELECTRICAL SPECIFICATIONS CO world wide web: e2co com 800 s. industry way, suite 350 G meridian, idaho 83642 electricalengineeringcompany phone: 208.378.4450 fax 208.378.4451 engineering 4 tomorrow e2co project #: 19084 'il LINDGREWLABRIE A R C H I T E C T U R E CY) W CHECKED BY: JVS -� 10 MAY 2019 SCALE: AS NOTED Job No. 18176.01 M _z = o 7 � L � M 00 • L A'� C CU 11....11.... 2) O U (D X X Z UJQ COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren: Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET ELEC. SYMBOLS & SHEET INDEX DRAWING SHEET REVISIONS AI DATE I REMARKS DRAWN BY: KWA CHECKED BY: JVS DATE; 10 MAY 2019 SCALE: AS NOTED Job No. 18176.01 E0.0 1 ELECTRICAL SITE PLAN SCALE 1" = 10'-0" GENERAL NOTES: 1 COORDINATE ALL UNDERGROUND SITE WORK WITH OTHER DISCIPLINES TO AVOID REWORK. 2 ALL IN -GRADE JUNCTION BOXES TO BE FIBERGLASS 12"x12"x18" DEEP. WITH LID LABELED 'ELECTRICAL'. FINISH ELEVATION OF TOP OF LID TO BE FLUSH WITH FINISHED GRADE; UNLESS NOTED OTHERWISE. 3 ALL PENETRATIONS THROUGH SLAB ARE TO BE SCOTCH WRAP RIGID CONDUIT OR PVC COATED RIGID CONDUIT. 4 ALL UNDERGROUND CONDUIT SHALL BE 1" SCHEDULE 40 PVC; UNLESS NOTED OTHERWISE. 5 SEE TRENCH DETAIL ON DETAIL SHEET(S) FOR INSTALLATION OF ALL UNDERGROUND CONDUITS. 6 COORDINATE LOCATION OF POWER, CABLE, AND TELECOMMUNICATION UTILITIES WITH THE LOCAL UTILITY COMPANY PRIOR TO ROUGH -IN OF THE UTILITY CONDUITS. KEYED NOTES: 0 1 NEW POWER POLE AND POLE MOUNTED TRANSFORMES BY ROCKY MOUNTIAN POWER. 2 UNDERGROUND SECONDARY TRENCHING, CONDUIT, ETC. BY DIVISION 16. CONDUCTORS TO BE BY ROCKY MOUNTAIN POWER. COORDINATE CONDUIT REQUIREMENTS WITH ROCKY MOUNTAIN POWER PRIOR TO INSTALLATION. 3 (1) 4" EMPTY CONDUIT FOR TELECOMMUNICATIONS AND (1) 2" EMPTY CONDUIT FOR CATV, STUB CONDUITS TO EDGE OF PROPERTY LINE AS INDICATED, CAP, MARK AND PROVIDE PULL LINE. STUB CONDUITS 6" AFF BELOW TTB. ALL 90 DEG. BENDS SHALL BE FACTORY BENT LONG SWEEPING 90'S. COORDINATE LOCATION WITH UTILITY COMPANY PRIOR TO ROUGH -IN. 4 LOCATION OF EXTERIOR METER PACK. COORDINATE REQUIREMENTS WITH ROCKY MOUNTAIN POWER. 5 LOCATION OF EXTERIOR TELE/COMM DEMARC CABINET. COORDINATE REQUIREMENTS WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH -IN. 6 LOCATION OF EXISTING POWER POLE AND POLE MOUNTED TRANSFORMERS TO REMAIN. SHOWN FOR REFERENCE ONLY, co e lectri calengi nee ri ngcom pa ny engineering 4 tomorrow world wide web: e2co.com 800 s. industry way, suite 350 meridian, idaho 83642 phone: 208.378.4450 fax: 208.378.4451 e2co project #: 19084 IS LINDGREWLABRIE ARCH ITECTU RE ICY) W CHECKED BY: JVS DATE: z SCALE: AS NOTED m J o Z _rZ - co 00 CU C 0 CU '2 E 2) O U 00 00 (0 -0 Z W Q COPYRIGHT @ 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET ELECTRICAL SITE PLAN DRAWING SHEET REVISIONS Q DATE REMARKS DRAWN BY: KWA CHECKED BY: JVS DATE: 10 MAY 2019 SCALE: AS NOTED JOB NO. 18176.01 E1.0 J A E H-1 Q 00(P ( P 2 I 2 GENERAL NOTES: 1 ALL EMERGENCY FIXTURES SHALL BE PROVIDED WITH AN EMERGENCY BATTERY PACK AS SPECIFIED ON THE FIXTURE SCHEDULE AND THE EMERGENCY FIXTURE SHALL BE PROVIDED WITH AND UNSWITCHED LEG THAT SHALL BE CONNECTED TO THE EMERGENCY BATTERY PACK. KEYED NOTES: 1 CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT. CARRY UNSWITCHED LEG THROUGH RACEWAY SYSTEM TO EGRESS FIXTURE FOR CONTINUOUS POWER TO BATTERY. 2 ROUTE CIRCUIT THROUGH EXTERIOR LIGHTING CONTACTOR CONTROLLED BY PHOTOCELL AND TIMECLOCK, SEE EXTERIOR LIGHTING CONTACTOR DETAIL ON SHEET E3.0. 3 EXTERIOR LIGHTING CONTACTOR, TIMECLOCK IN NEMA 3R LOCKABLE ENCLOSURE AND PHOTOCELL. PHOTOCELL MOUNTED 12" ABOVE ROOF FACING NORTH. SEE EXTERIOR LIGHTING CONTACTOR DETAIL ON SHEET E3.0. 4 PROVIDE ADDITIONAL UNSWITCHED LEG FOR CONNECTION TO EMERGENCY BATTERY PACKS. CARRY UNSWITCHED LEG THROUGH RACEWAY SYSTEM TO EGRESS FIXTURE FOR CONTINUOUS POWER TO BATTERY. 5 JUNCTION BOX MOUNTED HIGH ON WALL FOR FUTURE EXTERIOR SIGNAGE. COORDINATE LOCATION WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN. STUB (1) 3/4" EMPTY CONDUIT FROM JUNCTION BOX TO REAR OF TENANT SPACE FOR FUTURE CONNECTION TO TENANT PANEL. L1 I W L1 I IWI L1 L1FV L1 1 1 PFL11 1 1------i{�}— RL1E RL1E /FF -i- - - II -I RL1 , R 1E - - _ _ - 1 -- - 5 O i I I I I I I I I I I I I Ll LF I I _ L, I I - II �. I I II i 5 J,, LEASE AREA LEASE AREA LEASE AREA i3 100 120 140 L1 1,509 ��F 1,500 SF. (NET) (NET) L3E FV L3 -E 1 1 1 LIGHTING PLAN SCALE 3/16" = 1'-0" L1 B �1 co world wide web: e2co com 800 s. industry way, suite 350 electricalengineeringcompany meridian, 8.378 83642 phone: 208.378.4450 fax: 208.378.4451 engineering 4 tomorrow e2co project #: 19084 LINDGREN:LABRIE A R C H I T E C T U R E 0) W CHECKED BY: JVS 16 z SCALE: AS NOTED JOB NO. 18176.01 m O N � a-+ O d U)� M O O tB E >C > O O U m (0 Z W Q COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET LIGHTING PLAN DRAWING SHEET REVISIONS AI DATE I REMARKS DRAWN BY: KWA CHECKED BY: JVS DATE: 10 MAY 2019 SCALE: AS NOTED JOB NO. 18176.01 E200L ( A, ) H-1 L91 GENERAL NOTES: 1 VERIFY ALL MOUNTING HEIGHTS OF ELECTRICAL CONNECTIONS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. 2 COORDINATE ALL WORK ON HVAC SYSTEMS WITH DIVISION 15. 3 ALL BREAKERS SUPPLYING MECHANICAL EQUIPMENT SHALL BE HACR RATED. 4 THERMAL OVERLOAD PROTECTION IS ONLY REQUIRED WHERE EQUIPMENT PROVIDED BY MECHANICAL CONTRACTOR DOES NOT INCORPORATE INTEGRAL THERMAL PROTECTION OF MOTOR. DIVISION 16 TO COORDINATE REQUIREMENTS WITH DIVISION 15 FOR ACTUAL EQUIPMENT SUPPLIED. KEYED NOTES: 1 MAIN ELECTRICAL SERVICE ENTRANCE EQUIPMENT. SEE ONE LINE DIAGRAM ON SHEET E3.0 FOR ADDITIONAL INFORMATION. 2 STUB (1) 2" EMPTY CONDUIT FROM METER PACK TO TENANT SPACE AS INDICATED. CAP AND MARK'ELECTRICAL'. 3 120V CONNECTION TO IRRIGATION CONTROLLER ON EXTERIOR WALL. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH LANDSCAPE CONTRACTOR PRIOR TO ROUGH -IN, 4 HUBBELL SPIKESHIELD SURGE TYPE RECEPTACLE MOUNTED IN TELEPHONE CABINET. LETI _ ---- - - — - --- -- --- - -- - - - - - - -II -- - Kl- 2 LEASE AREA LEASE AREA LEAS AREA 100 20 1 140 1,509 SF -yl 1,560 SF 1,500 :SF (NET) (NET) (NET) O L2 U 0 i Q I __ (` 1 Gffco world wide web: e2co com 800 s. industry way, suite 350 POWER PLAN meridian, idaho 83642 SCALE 3 16" = 1'-0" electricalengineeringcompany phone: 208.378.4450 fax: 208.378.4451 engineering 4 tomorrow e2co project #: 19084 177■1 LINDGREWLABRIE A R C H I T E C T U R E COPYRIGHT @ 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET POWER PLAN DRAWING SHEET REVISIONS AlDATE I REMARKS DRAWN BY: � W CHECKED BY: JVS 70 z SCALE: AS NOTED C0 J C) ZW U) - �00 (y) M E U Z W Q fy COPYRIGHT @ 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET POWER PLAN DRAWING SHEET REVISIONS AlDATE I REMARKS DRAWN BY: � KWA CHECKED BY: JVS DATE: 10 MAY 2019 SCALE: AS NOTED JOB No. 18176.01 EZOP GENERAL NOTES: 1 ALL INFORMATION INDICATED AS FURNISHED AND INSTALLED BY DIVISION 16 BELOW IS REQUIRED TO MEET ALL SPECIFICATION REQUIREMENTS (SPECIFICATION SECTION 16715). ADDITIONAL ITEMS MAY BE REQUIRED FOR A COMPLETE INSTALLATION AS PER SPECIFICATIONS AND DRAWINGS. KEYED NOTES: 1 STUB (1) 2" EMPTY CONDUIT WITH PULL STRING FROM'TTB' UP TO STRUCTURE AND INTO TENANT SPACE. CAP AND MARK CONDUIT 'TELE/COMM'. 2 MAIN BUILDING TELE/COMM DEMARC CABINET TO BE 24"X24"X10" DEEP MINIMUM, SEE DETAIL ON SHEET E3.0. SURGE TYPE RECEPTACLE TO BE MOUNTED IN CABINET. RECEPTACLE TO BE HUBBELL SPIKESHEILD, BLUE IN COLOR. 3 FURNISH AND INSTALL (1) #6 CU GROUND TO IBT DEVICE PER NEC 250.94, SEE'TTB' DETAIL ON SHEET E3.0 FOR ADDITIONAL INFORMATION. z T i I A �- - -- - - - - - - - --- -- - - - - - -- - -- -FEI - -- -- - - - II I I I I I I I I I II I I I II I I I I I I � I I I I I LEASE AREA LEASE AREA ,H, ���, �; 120 LEASE AREA 100 140 1,500 SF _�I 1,500 SF 1,.500 SF (NET) (NET) (NET) 2 Fri 3 I B-. -_---- ---- - (1` 1 SPECIAL SYSTEMS PLAN SCALE 3/16" = 1'-0" Gffco electri calengi nee ri ngcom pa ny engineering 4 tomorrow world wide web: e2co.com 800 s. industry way, suite 350 meridian, idaho 83642 phone: 208.378.4450 fax: 208.378.4451 e2co project #: 19084 177■1 LINCIGREWLABRIE ARC HITECTU RE COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren: Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution, DRAWING SET ISSUED FOR BID/CITY SET SPECIAL SYS. PLAN DRAWING SHEET REVISIONS AlDATE I REMARKS DRAWN BY: W CHECKED BY: JVS C Z SCALE: AS NOTED JOB NO. 18176.01 M M J o � Z � a� M � - �00 C: E 0 U CDm Z W Q 0. COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren: Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution, DRAWING SET ISSUED FOR BID/CITY SET SPECIAL SYS. PLAN DRAWING SHEET REVISIONS AlDATE I REMARKS DRAWN BY: KWA CHECKED BY: JVS DATE: 10 MAY 2019 SCALE: AS NOTED JOB NO. 18176.01 DETAIL NOTES: 1 SEE ONE -LINE DIAGRAM FOR SIZE OF GROUNDING ELECTRODE CONDUCTOR. 2 SIZED SAME AS GROUNDING ELECTRODE CONDUCTOR SIZE (SEE NOTE #1) MAIN LUG SECTION 00 CHECKED BY: 00 DATE: 0 METER METER METER O METER METER (IF AVAILABLE) (IF METAL) UNDERGROUND SECONDARY METER PACK SCHEMATIC ELEVATION - Q GROUNDING BUSHING UNDERGROUND WATER PIPE (IF METAL) CU SERVICE ENTRANCE EQUIPMENT ROUND BUSS 3 —NEW POWER POLE AND POLE 208Y/120, 30, 4W, 600A BUSS, MOUNTED TRANSFORMERS BY MLO, 22K AIC, NEMA 3R, EQUIP. ROCKY MOUNTAIN POWER. SHALL MEET EUSERC REQUIREMENTS 00AI 110Q AI 30 AJ \ _200AI I BLANK IJ 3/4"C WITH (1) 3/0 CU GROUND UNDISTURBED WELL COMPACTED TYP. %BACKFILL - NO ROCKS EARTH ( ) / LARGER THAN 6" DIA. Nil Q7_ WARNING TAPE — - J - — llJd� '• _rte. :, � TELEPHONE:" 'CABLE TVj "=J'''•r'� SAND OR BACKFILL ELECTRICAL NO ROCKS LARGERsRVICE coNLsulrs4�~ THAN 1" DIA. t4� :R .. Y•vtiv•'.. T.a `•Y:.,�'.11: weer �6- �6- 6 6„ UNDERGROUND CONDUIT TRENCH DETAIL NEUTRAL TO GROUND BOND (SERVICE ENTRANCE ONLY) NEUTRALBUSS — SERVICE ENTRANCE CONDUCTORS CONNECTIONS MADE WITHIN 5FT.OF POINT OF ENTRANCE OF PIPE CONCRETE -ENCASED ELECTRODE TYPICAL GROUNDING ELECTRODE SYSTEM DETAI 4 AWG OR LARGER BARE COPPER CONDUCTOR OR STEEL REINFORCING BAR OR ROD NOT LESS THAN 1/2 -IN. DIAMETER AT LEAST 20 FT. LONG. 2 IN. MIN. GROUNDING ELECTRODE CONDUCTOR NONMETALLIC PROTECTIVE SLEEVE CONNECTION LISTED FOR THE PURPOSE d a A4 a • a G FOUNDATION IN DIRECT CONTACT WITH EARTH CANE -LINE DIAGRAM CONCRETE ENCASED ELECTRODE DETAIL PHONE SERVICE DEMARC 2"C INCOMING PHONE SERVICE �— INCOMING TELEVISION SERVICE NEMA 3R TELE/COMM CABINET 1�xy Ir 1#6G COPPER GROUND BUS WITH (6) #6 TERMINATION POINTS (TYPICAL OF 2) 1#6G,1/2"C TO SERVICE GROUND �- 2"C TELEPHONE CABINET DETAIL NEMA 3R, LOCKABLE ENCLOSURE EXT. LTG SPARE SPARE SPARE H-1 COI NEUTRAL OVERRIDE H-3 SWITCH Q 0 T PHOTOCELL PHOTOCELL ON TIMECLOCK OFF TIMECLOCK CONTACTOR DETAIL KEYED NOTES: 1 MOUNT PHOTOCELL 12" ABOVE ROOF FACING NORTH. 2 MOUNT OVERRIDE SWITCH ON WALL NEXT TO CONTACTOR EXTERIOR LIGHTING CONTACTOR DETAIL KEYED NOTES: 0 1 STUB 2" CONDUIT TO POSSIBLIE FUTURE TI SPACE; CAP AND MARK CONDUIT. 2 ELECTRICAL PANEL IS TO BE SERVICE ENTRANCE RATED. 3 PROVIDE AND INSTALL 208Y/120V, 3-PHASE, 4W, 800A MAIN LUG MODULAR METERING CENTER WITH 800A CROSS BUSSING IN NEMA 3R ENCLOSURE WITH (4) 200A METER SOCKETS AND BREAKERS AND (1) 60A METER SOCKETS AND BREAKERS. SQUARE D OR APPROVED EQUAL; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. EQUIPMENT SHALL MEET EUSERC REQUIREMENTS. *C world wide web: e2co,com 0 800 s. industry way, suite 350 electrical eng in eeri ngcom pa ny meridian, Idaho 83842 phone: 208.378.4450 fax 208.378.4451 engineering 4 tomorrow Elco project #: 19084 Y LINDGREN:LABRIE ARCH ITECTU RE 16238 ink .S /x.,; O 110 W � W. AD U CHECKED BY: JVS DATE: BLDG WATER UFER SCALE: AS NOTED STEEL MAIN GRND 18176.01 (IF AVAILABLE) (IF METAL) UNDERGROUND SECONDARY 1 1 1 CONDUIT, TRENCHING, BACKFILL, ETC, BY EC, CONDUCTORS BY AVAILABLE FAULT CURRENT AT NEW METER PACK** ROCKY MOUNTAIN POWER. —®Q L -L -L: 16,549A COORDINATE WITH UTILITY Hr C COMPANY FOR REQUIREMENTS **FAULT CURRENT CALCULATION BASED ON 100KVA co TRANSFORMER AT 1.5% IMPEDANCE LOCATED 25' AWAY WITH (2) SETS OF #350 ALUMINUM CONDUCTORS. O 0 Cal CONTRACTOR TO VERIFY ACTUAL INSTALLED N 208Y/120, TRANSFORMER AND RATINGS WITH IDAHO POWER 30,4W, COMPANY AND PROVIDE TO ENGINEER FOR UPDATED 60A BUSS FAULT CURRENT CALCULATIONS. z MLO, 22K AIC, NEMA 3R UNDISTURBED WELL COMPACTED TYP. %BACKFILL - NO ROCKS EARTH ( ) / LARGER THAN 6" DIA. Nil Q7_ WARNING TAPE — - J - — llJd� '• _rte. :, � TELEPHONE:" 'CABLE TVj "=J'''•r'� SAND OR BACKFILL ELECTRICAL NO ROCKS LARGERsRVICE coNLsulrs4�~ THAN 1" DIA. t4� :R .. Y•vtiv•'.. T.a `•Y:.,�'.11: weer �6- �6- 6 6„ UNDERGROUND CONDUIT TRENCH DETAIL NEUTRAL TO GROUND BOND (SERVICE ENTRANCE ONLY) NEUTRALBUSS — SERVICE ENTRANCE CONDUCTORS CONNECTIONS MADE WITHIN 5FT.OF POINT OF ENTRANCE OF PIPE CONCRETE -ENCASED ELECTRODE TYPICAL GROUNDING ELECTRODE SYSTEM DETAI 4 AWG OR LARGER BARE COPPER CONDUCTOR OR STEEL REINFORCING BAR OR ROD NOT LESS THAN 1/2 -IN. DIAMETER AT LEAST 20 FT. LONG. 2 IN. MIN. GROUNDING ELECTRODE CONDUCTOR NONMETALLIC PROTECTIVE SLEEVE CONNECTION LISTED FOR THE PURPOSE d a A4 a • a G FOUNDATION IN DIRECT CONTACT WITH EARTH CANE -LINE DIAGRAM CONCRETE ENCASED ELECTRODE DETAIL PHONE SERVICE DEMARC 2"C INCOMING PHONE SERVICE �— INCOMING TELEVISION SERVICE NEMA 3R TELE/COMM CABINET 1�xy Ir 1#6G COPPER GROUND BUS WITH (6) #6 TERMINATION POINTS (TYPICAL OF 2) 1#6G,1/2"C TO SERVICE GROUND �- 2"C TELEPHONE CABINET DETAIL NEMA 3R, LOCKABLE ENCLOSURE EXT. LTG SPARE SPARE SPARE H-1 COI NEUTRAL OVERRIDE H-3 SWITCH Q 0 T PHOTOCELL PHOTOCELL ON TIMECLOCK OFF TIMECLOCK CONTACTOR DETAIL KEYED NOTES: 1 MOUNT PHOTOCELL 12" ABOVE ROOF FACING NORTH. 2 MOUNT OVERRIDE SWITCH ON WALL NEXT TO CONTACTOR EXTERIOR LIGHTING CONTACTOR DETAIL KEYED NOTES: 0 1 STUB 2" CONDUIT TO POSSIBLIE FUTURE TI SPACE; CAP AND MARK CONDUIT. 2 ELECTRICAL PANEL IS TO BE SERVICE ENTRANCE RATED. 3 PROVIDE AND INSTALL 208Y/120V, 3-PHASE, 4W, 800A MAIN LUG MODULAR METERING CENTER WITH 800A CROSS BUSSING IN NEMA 3R ENCLOSURE WITH (4) 200A METER SOCKETS AND BREAKERS AND (1) 60A METER SOCKETS AND BREAKERS. SQUARE D OR APPROVED EQUAL; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. EQUIPMENT SHALL MEET EUSERC REQUIREMENTS. *C world wide web: e2co,com 0 800 s. industry way, suite 350 electrical eng in eeri ngcom pa ny meridian, Idaho 83842 phone: 208.378.4450 fax 208.378.4451 engineering 4 tomorrow Elco project #: 19084 Y LINDGREN:LABRIE ARCH ITECTU RE 16238 ink .S /x.,; O 110 W � W. AD COPYRIGHT Q 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren: Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET CNE -LINE ELEC. DETAILS DRAWING SHEET REVISIONS AlDATE I REMARKS DRAWN BY: W CHECKED BY: JVS DATE: z SCALE: AS NOTED JOB NO. 18176.01 m --J C:) —®Q .2 C � co ECM E O 0 Cal Cid N >< z UJQ COPYRIGHT Q 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren: Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET CNE -LINE ELEC. DETAILS DRAWING SHEET REVISIONS AlDATE I REMARKS DRAWN BY: KWA CHECKED BY: JVS DATE: 10 MAY 2019 SCALE: AS NOTED JOB NO. 18176.01 �( COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: REXBURG IN-LINE Project Type: New Construction Exterior Lighting Zone 3 (Other) Construction Site: Owner/Agent: Designer/Contractor: REXBURG, ID KEITH ADAMS E2CO 800 S INDUSTRY WAY SUITE 350 MERIDIAN, ID 83642 208-378-4450 kadams@e2co.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Main entry 9 ft of door 30 Yes 270 Other door (not main entry) 9 It of door 20 Yes 180 Parking area 2500 ft2 0.1 Yes 250 Total Tradable Wafts (a) = 700 Total Allowed Watts = 700 Total Allowed Supplemental Watts (b) = 750 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 750 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description I Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Main entry (9 ft of door width)? Tradable Wattage LED: RL1E: 6" RECESSED CAN: Other: 1 4 23 90 Other door (not main entry) (9 ft of door width);, Tradable Wattage LED: WL1: UP/DOWN SCONCE: Other: 1 13 29 377 Parking area (2500 ft2): Tradable Wattaae LED: WL2: WALL PACK: Other: 1 1 71 71 LED: WL3E: WALL PACK: Other: 1 3 39 117 Total Tradable Proposed Watts = 655 •• Designcod„- Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. , KEITH ADAMS, PE ��-tet "B�'' ���= 5/10/2019 Name - Title Signature Date LOAD # LIGHTING FIXTURE SCHEDULE - REXBURG IN-LINE SHELL H PROJECT: TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING LAMPS VOLTAGE REMARKS ENCLOSURE TYPE: 6" RECESSED CAN LIGHT, LED LITHONIA NO. LDN6-40/2000-LO6-AR-LD-MVOLT-GZI-EL-WL CEILING (1) 22.6W VOLTAGE: RL1E WET LOCATION 3 WIRE: 4 EMERGENCY BATTERY PACK RECESSED LED 120/277 2 22K 0 4000K "OP/BOTTOM FED FROM: ARCHITECTURAL UP/DOWN MODERN FORMS WS -W9102 -40 -XX BUILDING (1) 29W SURFACE HVAC WL1 LED MAINS: COLOR BY ARCHITECT WALL LED 120/277 2 EXTERIOR WALL 1 0 0 0 0 REMARKS: IF CONTRACTOR UTILIZES MULTIW IRE BRANCH CIRCUITS THEN CONTRACTOR SHALL PROVIDE BREAKER TIES SO THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DIS( SECTION 210.4(B) OF THE NEC LOAD TYPE 4000K CKT NO. DESCRIPTION AMPS/ POLES ARCHITECTURAL WALL PACK LITHONIA NO. DSXW1 LED-30C-700-40K-T4M-MVOLT-DDBXD BUILDING (1) 71W LOAD AMPS LOAD AMPS/ (VA) POLES WL2 LED 4 I ;'G- EXT ER'OF; ?0 r 95G 7.9 72 950 0 180 0 1 WALL LED 120/277 2 3 L.TG- CONTACTOR 20 ?60 15 4000K �_ 00 2v 1 SPAR Ei ARCHITECTURAL WALL PACK LITHONIA NO. DSXW1 LED-10C-1000-40K-T3M-MVOLT-ELCW-DDBXD WALL (1) 39W 0.0 ;2 WL3E LED SSP 0 7 SPARE 20 0.0 12 12 0.0 20 - ABOVE LED 1201277 2 EMERGENCY BATTERY PACK 950 180 0 VA AMPS 8 2 1 0 UNBALANCE 6 2 _. s� .^!,1 s o:. ;. , DOOR 4000K REMARKS 1. PROVIDE DUAL BALLASTS FOR DUAL LEVEL SWITCHING 2. OR PRE-BID APPROVED EQUAL 3. PROVIDE WITH 12V 35W QUARTZ BAYONETTE STYLE LAMP FOR EMERGENCY LIGHTING 4. PROVIDE WITH BODINE EMERGENCY DRIVER SUITABLE FOR LAMP TYPE AND HALF THE LAMP LUMEN OUTPUT, PROVIDE WITH SELF TEST LIGHT AND PUSHBUTTON. 5. SEE LIGHTING DRAWINGS AND LIGHITNG CONTROL PANEL SCHEDULES FOR ADDITIONAL INFORMATION INCLUDING NUMBER AND TYPE OF RELAYS. THE ELECTRICAL CONTRACTOR SHALL INCLUDE FACTORY START-UP AND PROGRAMMING OF THE LIGHTING CONTOL SYSTEM AS WELL AS COMMISSIONING 6. WHEN INSTALLED IN AN INSULATED CEILING, FIXTURE TO BE INSTALLED WITH FIRE RATED OR IC RATED ENCLOSURE OR HAVE SHEET ROCK ENCLOSURE BUILT PER DETAIL. NOTE TO BIDDERS: 1. BID ONLY PRODUCTS THAT ARE SPECIFIED OR APPORVED VIA ADDENDUM. SUBMITTED ITEMS NOT APPROVED VIA ADDENDUM WILL BE REJECTED 2. PACKAGING OF LIGHT FIXTURES WITH OTHER SYSTEMS IS NOT ALLOWED 3. WHEN ONLY ONE PRODUCT IS APPROVED FOR BIDDING, THE PRICE FOR THAT ITEM SHALL BE BROKEN OUT SEPERATELY WHEN SUBMITTING PRICING TO THE VARIOUS DISTRIBUTORS AND/OR CONTRACTORS AS REQUESTED. 4. OSRAM, ADVANCED, UNIVERSAL, LUTRON BALLASTS ARE APPROVED. OTHER MUST BE PRE-BID APPROVED. 5. SYLVANIA, GE, PHILLIPS, USHIO AND VENTURE LAMPS ARE APPROVED. ALL OTHERS MUST BE PRE-BID APPROVED. 6. ALL FLUORESCENT LUMINAIRE BALLASTS SHALL BE PROVIDED WITH DISCONNECTING MEANS PER NEC 410.130(G). 7. THE ELECTRICAL CONTRACTOR SHALL PROVIDE 3RD PARTY COMMISSIONING OF LIGHTING CONTROL AND HAVE THE 3RD PARTY DOCUMENT AND SIGN THE ENERGY COMPLIANCE LOAD # PANEL: H PROJECT: REXBURGIN-LINE 3 1 LIGHTING ENCLOSURE TYPE: NEMA3R, LOCKABLE 1.180 VOLTAGE: 208Y/120 PHASE: 3 WIRE: 4 OCPD RATING: 60 AMPS AIC RATING: 22K 0 ENTRY: "OP/BOTTOM FED FROM: METER PACK 0.00 BUS RATING: 100 AMPS MOUNTING: SURFACE HVAC 0 1.00 MAINS: LUGS 6 NEUTRAL RATING: 100h I LOCATION: EXTERIOR WALL 1 0 0 0 0 REMARKS: IF CONTRACTOR UTILIZES MULTIW IRE BRANCH CIRCUITS THEN CONTRACTOR SHALL PROVIDE BREAKER TIES SO THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DIS( SECTION 210.4(B) OF THE NEC LOAD TYPE NOTES CKT NO. DESCRIPTION AMPS/ POLES LOAD LOAD (VA) AMPS WIRE SIZE A PHASE (VA) B C WIRE SIZE LOAD AMPS LOAD AMPS/ (VA) POLES DESCRIPTION t 4 I ;'G- EXT ER'OF; ?0 r 95G 7.9 72 950 0 180 0 1 00 20 SPARE 6 3 L.TG- CONTACTOR 20 ?60 15 12 �_ 00 2v 1 SPAR Ei UNITS HVAC EQUIPMENT 0 100% E SPARE 20 0.0 ;2 ^: ?. 0,0 2'-7 1 SSP 0 7 SPARE 20 0.0 12 12 0.0 20 - SPARE PHASE LOADING 950 180 0 VA AMPS 8 2 1 0 UNBALANCE 6 2 _. s� .^!,1 s o:. ;. , LOAD # LOAD TYPE LOAD (VA) FACTOR LOAD (VA) 3 1 LIGHTING 950 1.25 1.180 2 RECEPTACLE 0 KVA AMPS 0 3 MOTOR 0 " 0 H 208Y/120 4 KITHEN EQUIP. 0 0.00 0 0 UNITS 5 HVAC 0 1.00 0 6 NON-CONTINOUS 1 180 1.00 180 1 0 0 0 0 7 ELECTRICHEAT 0 1.25 0 X 8 CONTINUOUS 10 ., 555 1.25 0 201 558 PANEL LLE CT81CAL LOAD DATA f .i OT AL C`ONI`,ECT!_ 1 KVA U LOAD: 3 AMPS 1.4 KVA TOTAL DEMAND LOAD: 4 AMPS 'PA.NEL 0CPD RAT-INO. .",TANDARD RATED DFMAND -FACTOR NOTES F.ST 10 000V AI:00% REMAINING OVER I0 000VAAT50"f, " 125% OF LARGEST +100% OF REMAINING MOTORS PANE L-Nc01 r_S 1. PROVIDE. CLASS 'A G i } •PFBRi r^<[_H 2. BREAKER TO BE RED HANDLED 3 INSTALL LOCK ON DEVICE ON BREAKER. (SET SCREW, NON-PADLOOC TYPE) 4. ROUTE CIRCUIT TO LTG. RELAY/CONTACTOR FOR CONTROL 18176.01 LIGHTING REC. MOTORS KITCHEN HVAC NON- ELEC. CONT. KVA AMPS KVA AMPS efCO eleotrioal a ngi neer; ngcom pony enginaerfng4tomorrow ELECTRICAL LOAD SUMMARY - OVERALL METER PACK REXBURG IN-LINE PANEL AND/OR ELECTRICAL LOAD (KVA) CONNECTED LOAD DEMAND LOAD EQUIPMENT VOLTAGE AS NOTED JOB NO. 18176.01 LIGHTING REC. MOTORS KITCHEN HVAC NON- ELEC. CONT. KVA AMPS KVA AMPS CONT. HEAT o Z H 208Y/120 0.95 0.18 1.1 3 1.4 4 U n� ca V KVA OF LARGEST MOTOR �) _`«;r 0.0 0 TOTAL (NEW) 1 0 0 0 0 0 0 0 1 3 1 4 SHELL AND CORE FUTURE ESTIMATE: X X ., 555 200.0 555 TOTAL (NEW) + SHELL AND CORE EST.: 201 558 L..201 1 559 W MAIN SERVICE DISCONNECT/EQUIPMENT RATING: 600 AMPS STANDARD RATED a Fault Current at Service Equipment 1� ***MAXIMUM AVAILABLE FAULT CURRENT TO BE FIELD MARKED ON SERVICE EQUIPMENT PER NEC 110.24(A). AVAILABLE FAULT CURRENT AT TERMINALS OF MAIN DISCONNECT= MAIN SERVICE DISCONNECT AIC RATING: amperes NEC DEMAND FACTORS CONNECTED DEMAND DEMAND LOAD TYPE' LOAD (VA) FACTOR LOAD (VA) LIGHTING 950 125% 1,188 RECEPTACLES 0 0 FIRST 10,000VA AT 100% + REMAINDER OVER 10,000VA AT 50% MOTORS 0 0 125% OF LARGEST MOTOR + 100% OF ALL OTHER MOTORS KITCHEN EQUIPMENT 0 100% 0 1-2 UNITS=100%, 3 UNITS=90%, 4 UNITS=80%, 5 UNITS=701/o, >=6 UNITS=65% 0 UNITS HVAC EQUIPMENT 0 100% 0 NON -CONTINUOUS LOADS 180 100% 180 ELECTRIC HEAT 0 125% 0 CONTINOUS LOADS 0 125% 0 -' TOTALS' 1,1 0 i21°ln 1,36$1 **`SERIES RATED EQUIPMENT SHALL BE PROVIDED IN ACCORDANCE WITH N.E.C. , AND SERIES RATED COMBINATIONS SHALL BE LISTED BY UNDERWRITERS LABORATORIES*'* erco electri calengi neeri ngcom pany engineering 4 tomorrow world wide web: e2co.com 800 s. industry way, suite 350 meridian, idaho 83642 phone: 208.378.4450 fax: 208.378.4451 e2co project #: 19084 LINDGREN:LABRIE A R C H I T E C T U R E COPYRIGHT @ 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET ELEC. DETAILS & SCHEDULES DRAWING SHEET REVISIONS DATE REMARKS DRAWN BY: W CHECKED BY: JVS -� 10 MAY 2019 SCALE: AS NOTED JOB NO. 18176.01 Im _z -� o Z m M ''�^ vJr CO U n� ca V E L Lf U m m X X z W a COPYRIGHT @ 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET ELEC. DETAILS & SCHEDULES DRAWING SHEET REVISIONS DATE REMARKS DRAWN BY: KWA CHECKED BY: JVS DATE: 10 MAY 2019 SCALE: AS NOTED JOB NO. 18176.01 E3.1 J SECTION 16010 - ELECTRICAL GENERAL PROVISIONS PART1-GENERAL 1.1 CONDITIONS AND REQUIREMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Provisions of this Section shall apply to all Sections of Division 16. 1.2 SCOPE OF WORK A. Fumish and install all materials and equipment and provide all labor required and necessary to complete the work shown on the drawings and/or specified in all Sections of Division 16 and all other work and miscellaneous items, not specifically mentioned, but reasonably inferred for a complete installation, including all accessories required for testing the system. It is the intent of the drawings and specifications that all systems be complete and ready for operation. 1.3 CODE COMPLIANCE A. All work and materials shall comply with the latest rules, codes and regulations, including, but not limited to, the following: 1. Occupational Safety and Health Act Standards (OSHA) 2. NFPA #70 - National Electric Code (NEC) 3. ADA Standards - Americans with Disabilities Act 4. ANSPIEEE C-2 - National Electrical Safety Code 5. NECA - Standard of Installation 6. International Building Code 7. International Fire Code 8. International Energy Code 9. NFPA #72 - Fire Code 10. NFPA #101 - Life Safety Code 11. All other applicable Federal, State and local laws and regulations. B. Work to be executed and inspected in accordance with local codes and ordinances. Permits, fees or charges for inspection or other services shall be paid for by the contractor. Local codes and ordinances are to be considered as minimum requirements and must be properly executed without expense to the owner; but do not relieve the contractor from work shown that exceeds minimum requirements. 1.4 CONDITIONS AT SITE A. Visit to site is required of all bidders prior to submission of bid. All will be held to have familiarized themselves with all discernible conditions and no extra payment will be allowed for work required because of these conditions, whether specifically mentioned or not. B. Lines of other service that are damaged as a result of this work shall be promptly repaired at no expense to the owner to the complete satisfaction of the owner. 1.5 DRAWINGS AND SPECIFICATIONS A. All drawings and all specifications shall be considered as a whole and work of this Division shown anywhere therein shall be furnished under this Division. B. Drawings are diagrammatic and indicate the general arrangement of equipment and wiring. Most direct routing of conduits and wiring is not assured. Exact requirements shall be governed by architectural, structural and mechanical conditions of the job. Consult all other drawings in preparation of the bid. Extra lengths of wiring or addition of pull orjunction boxes, etc., necessitated by such conditions shall be included in the bid. Check all information and report any apparent discrepancies before submitting bid. 1.6 SAFETY AND INDEMNITY A. Safety: The contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours. B. No act, service, drawing review or construction review by the owner is intended to include review of the adequacy of the contractor's safety measures in, on, or near the construction site. 1.7 PROJECT COMPLETION A. Upon completion of all work and operational checks on all systems, the contractor shall request that a final construction observation be performed. B. The engineer shall compile a punch list of items to be completed or corrected. The contractor shall notify the enigneer upon completion of the items. 1.8 GUARANTEE A. All work under this section shall be guaranteed in writing to be free of defective work, materials, or parts for a period of one (1) Year except lamps, which shall be guaranteed for thirty (30) days after final acceptance of the work under the contract. B. Repair, revision or replacement of any and all defects, failure or inoperativeness shall be done by the contractor at no cost to the owner. PART 2 -PRODUCTS 2.1 MATERIAL APPROVAL A. The design, manufacturer and testing of electrical equipment and materials shall conform to or exceed latest applicable NEMA, IEEE or ANSI standards. B. All materials must be new and UL listed. Materials that are not covered by UL testing standards shall be tested and approved by an independent testing laboratory or a governmental agency, which laboratory shall be acceptable to the owner and code enforcing agency. 2.2 SHOP DRAWINGS AND MATERIALS LIST A. Submit shop drawings and materials lists as specified for review. Four (4) copies of submittals shall be presented to the owner. 2.3 OPERATION AND MAINTENANCE MANUALS A. Submit four (4) sets of Operation and Maintenance Manuals of equipment to owner. 2.4 RECORD DRAWINGS A. Submit record drawings to owner. PART 3 -EXECUTION 3.1 COORDINATION A. Coordinate work with other trades to avoid conflict and torovide correct rough -in and connection forequipment furnished under P Sh trades that require electrical connections. Inform contractors of other trades of the required access to and clearances around electrical equipment to maintain serviceability and code compliance. ty P B. Verify equipment dimensions and requirements with provisions specified under this Section. Check actual job conditions before fabricating work. Report necessary changes in time to prevent needless work. Changes or additions subject to additional compensation, which are made without the authorization of the owner, shall be at contractor's risk and expense. 3.2 MANUFACTURER'S INSTRUCTIONS A. Where the specifications call for an installation to be made in accordance with manufacturer's recommendations, a copy of such recommendations shall at all times be kept in the job superintendent's office and shall be available to the owner. B. Follow manufacturer's instructions where they cover points not specifically indicated on drawings and specifications. If they are in conflict with the drawings and specifications obtain clarification from the owner before starting work. 3.3 QUALITY ASSURANCE A. The contractor shall insure that all workmanship, all materials employed, all required equipment and the manner and method of installation conforms to accepted construction and engineering practices, and that each piece of equipment is in satisfactory working condition to satisfactorily perform its functional operation. B. Provide quality assurance tests and operational check on all components of the electrical distribution system, all lighting fixtures, and special systems. 3.4 CUTTING AND PATCHING A. Perform all cutting and fittings required for work of this section in rough construction of the building. B. All patching of finished construction of building shall be performed under the sections of specifications covering these materials. C. No joists, beams, girders or columns shall be cut by any contractor without obtaining written permission from the owner. END OF SECTION 16010 SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS PARTI-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 COORDINATION A. Coordinate arrangement, mounting, and support of electrical equipment: 1. To allow maximum possible headroom unless specific mounting heights that reduce headroom are indicated. 2. To provide for ease of disconnecting the equipment with minimum interference to other installations. 3. To allow right of way for piping and conduit installed at required slope. 4. So connecting raceways, cables, wireways, cable trays, and busways will be clear of obstructions and of the working and access space of other equipment. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. PART 3 -EXECUTION 3.1 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION A. Comply with NECA 1. B. Measure indicated mounting heights to bottom of unit for suspended items and to center of unit for wall -mounting items. C. Headroom Maintenance: If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide maximum possible headroom consistent with these requirements. D. Equipment: Install to facilitate service, maintenance, and repair or replacement of components of both electrical equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity. E. Right of Way: Give to raceways and piping systems installed at a required slope. F. Interior Penetrations of Non -Fire -Rated Walls and Floors: Seal annular space between sleeve and raceway or cable, using joint sealant appropriate for size, depth, and location of joint. Fire -Rated -Assembly Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at raceway and cable penetrations. Install sleeves and seal raceway and cable penetration sleeves with firestop materials. G. Roof -Penetration Sleeves: Seal penetration of individual raceways and cables with flexible boot -type flashing units applied in coordination with roofing work. 3.2 FIRESTOPPING A. Apply firestopping to electrical penetrations of fire -rated floor and wall assemblies to restore original fire -resistance rating of assembly. 3.3 FIELD QUALITY CONTROL A. Inspect installed sleeve and sleeve -seal installations and associated frestopping for damage and faulty work. END OF SECTION 16050 SECTION 16060 - GROUNDING AND BONDING PART1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY 1. This Section includes methods and materials for grounding systems and equipment. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories`. Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with UL 467 for grounding and bonding materials and equipment. PART2- PRODUCTS 2.1 CONDUCTORS A. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by applicable Code or authorities having jurisdiction. B. Bare Copper Conductors: 1. Solid Conductors: ASTM B 3. 2. Stranded Conductors: ASTM B 8. 3. Bonding Cable: 28 kcmil, 14 strands of No. 17 AWG conductor, 1/4 inch in diameter. 4. Bonding Conductor: No. 4 or No. 6 AWG, stranded conductor. 5. Bonding Jumper: Copper tape, braided conductors, terminated with copper ferrules; 1-5/8 inches wide and 1/16 inch thick. 2.2 CONNECTORS A. Listed and labeled by a nationally recognized testing laboratory acceptable to authorities having jurisdiction for applications in which used, and for specific types, sizes, and combinations of conductors and other items connected. B. Bolted Connectors for Conductors and Pipes: Copper or copper alloy, bolted pressure-type,with at least two bolts. 1. Pipe Connectors: Clamp type, sized for pipe. C. Welded Connectors: Exothermic -welding kits of types recommended by kit manufacturer for materials being joined and installation conditions. 2.3 GROUNDING ELECTRODES A. Ground Rods: Copper -clad steel; 5/8 by 120 inches in diameter. PART 3 - EXECUTION 3.1 APPLICATIONS A. Conductors: Install solid conductor for No. 8 AWG and smaller, and stranded conductors for No. 6 AWG and larger, unless otherwise indicated. B. Grounding Bus: Install in electrical and telephone equipment rooms, in rooms housing service equipment, and elsewhere as indicated. 1. Install bus on insulated spacers 1 inch, minimum, from wall 6 inches above finished floor, unless otherwise indicated. 2. Where indicated on both sides of doorways, route bus up to top of door frame, across top of doorway, down to specified height above floor, and connect to horizontal bus. C. Conductor Terminations and Connections: 1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors. 2. Underground Connections: Welded connectors, except at test wells and as otherwise indicated. 3. Connections to Ground Rods at Test Wells: Bolted connectors. 4. Connections to Structural Steel: Welded connectors. 3.4 FIELD QUALITY CONTROL A. Perform the following tests and inspections and prepare test reports: 1. After installing grounding system but before permanent electrical circuits have been energized, test for compliance with requirements. 2. Test completed grounding system at each location where a maximum ground -resistance level is specified, at service disconnect enclosure grounding terminal, at ground test wells, and at individual ground rods. Make tests at ground rods before any conductors are connected. a. Measure ground resistance not less than two full days after last trace of precipitation and without soil being moistened by any means other than natural drainage or seepage and without chemical treatment or other artificial means of reducing natural ground resistance. b. Perform tests by fall -of -potential method according to IEEE 81. 3. Prepare dimensioned drawings locating each test well, ground rod and ground rod assembly, and other grounding electrodes. Identify each by letter in alphabetical order, and key to the record of tests and observations. Include the number of rods driven and their depth at each location, and include observations of weather and other phenomena that may affect test results. Describe measures taken to improve test results. B. Report measured ground resistances that exceed the following values: 1. Grounding System: 5 ohms. 2. Test/observation locations of ground rods: 5 ohms.. C. Excessive Ground Resistance: If resistance to ground exceeds specified values, notify Engineer promptly and include recommendations to reduce ground resistance. END OF SECTION 16060 SECTION 16072 - ELECTRICAL SUPPORTS AND SEISMIC RESTRAINTS PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Hangers and supports for electrical equipment and systems. 2. Seismic restraints for electrical equipment and systems. 3. Construction requirements for concrete bases. 1.3 DEFINITIONS A. EMT: Electrical metallic tubing. B. IMC: Intermediate metal conduit. C. NBC: National Building Code. D. OS14PD: Office of Statewide Health Planning and Development. E. RMC: Rigid metal conduit. F. SBC: Standard Building Code. G. Seismic Restraint: A structural support element such as a metal framing member, a cable, an anchor bolt or stud, a fastening device, or an assembly of these items used to transmit seismic forces from an item of equipment or system to building structure and to limit movement of 3.2 EQUIPMENT GROUNDING item during a seismic event. A. Install insulated equipment grounding conductors with all feeders and branch circuits. H. IBC International Building Code. B. Install insulated equipment grounding conductors with the following items, in addition to those required by NFPA 70: 1.4 SUBMITTALS 1. Feeders and branch circuits. A. Product Data: Illustrate and indicate style, material, strength, fastening provision, and finish for each type and size of electrical 2. Lighting circuits. support component 3. Receptacle circuits. used. 4. Single-phase motor and appliance branch circuits. B. Coordination Drawings: Show coordination of seismic bracing for electrical components with other systems and equipment in 5. Three-phase motor and appliance branch circuits. the vicinity, 6. Flexible raceway runs. including other supports and seismic restraints. 7. Armored and metal -clad cable runs. 1.5 QUALITY ASSURANCE C. Air -Duct Equipment Circuits: Install insulated equipment roundin conductorto duct -mounted electrical devices operating at 120 V A.adequate for weight of equipment including associated conduit and conducts. W and more, including air cleaners, heaters, dampers, humidifiers, and other duct electrical equipment. Bond conductor to each unit and to B. Comply with seismic -restraint requirements in the UBC unless requirements in this Section are more stringent. Q air duct and connected metallic piping. PART 2 - PRODUCTS D. Water Heater, Heat -Tracing, and Antifrost Heating Cables: Install a separate insulated equipment grounding conductor to each electric 2.1 SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS water heater and heat -tracing cable. Bond conductor to heater units, piping, connected equipment, and components. A. Rated Strength: Adequate in tension, shear, and pullout force to resist maximum loads calculated or imposed under this E. Signal and Communication Equipment: For telephone, alarm, voice and data, and other communication equipment, provide No. 4 AWG Project, with a minimum minimum insulated grounding conductor in raceway from grounding electrodes stem to each service location and terminal cabinet. �' g Y � g Y structural safe factor of five times the lied force. t)' PP 1. Service and Central Equipment Locations and Wiring Closets: Terminate grounding conductor on a 1/4 -by -2 -by -12 -inch grounding bus. B. Steel Slotted Support Systems: Comply with MFMA-3, factory -fabricated components for field assembly. 2, Terminal Cabinets: Terminate grounding conductor on cabinet grounding terminal. 1. Approved Manufacturers: 3.3 INSTALLATION a. Cooper B -Line; a division of Cooper Industries. A. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwise indicated or required by Code. Avoid b. ERICO International Corporation. obstructing c. Allied Support Systems; Power -Strut Unit. access or placing conductors where they may be subjected to strain, impact, or damage. d. GS Metals Corp. B. Ground Rods: Drive rods until tops are 24 inches (50 mm) below finished floor or final grade,unless otherwise indicated on drawings. e. Michigan Hanger Co., Inc.; O -Strut Div. 1. Interconnect ground rods with grounding electrode conductor below grade and as otherwise indicated. Make connections without exposing f National Pipe Hanger Corp. steel or damaging coating, if any. g. Thomas & Betts Corporation. 2. For grounding electrode system, install at least three rods spaced at least one -rod length from each other and located at least the same It. Unistrut; Tyco International, Ltd. distance i Wesanco, Inc. from other grounding electrodes, and connect to the service grounding electrode conductor. 2. Finishes: C. Test Wells: Ground rod driven throughdrilled hole in bottom of handhole d shall be at least 12 inches 300 mm dee with cover. Se an ( ) p, e a. Metallic Coatings: Hot -di galvanized after fabrication an lie according g p g a d applied acco ding to MFMA-3. drawings for additional information. b. Nonmetallic Coatings: Manufacturer's standard PVC, polyurethane, or polyester coating applied according to M17MA-3. 1. Test Wells: Install at least one test well for each service, unless otherwise indicated.Install at the ground rod electrically closest to service c. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-3. entrance. Set top of test well flush with finished grade or floor. 3. Channel Dimensions: Selected for structural loading. D. Bonding Straps and Jumpers: Install in locations accessible for inspection and maintenance, except where routed through short lengths of C. Nonmetallic Slotted Support Systems: Structural -grade, factory -formed, glass -fiber -resin channels and angles with 9/16 -inch - conduit. (14 -mm-) 1. Bonding to Structure: Bond straps directly to basic structure, taking care not to penetrate any adjacent parts. diameter holes at a maximum of 8 inches (200 mm) o.c., in at least 1 surface. 2. Bonding to Equipment Mounted on Vibration Isolation Hangers and Supports: Install so vibration is not transmitted to rigidly mounted 1. Approved Manufacturers: equipment. a. Allied Support Systems; Aickinstrut Unit. 3. Use exothermic -welded connectors for outdoor locations, but if a disconnect -type connection is required, use a bolted clamp. b. Cooper B -Line; a division of Cooper Industries. E. Grounding and Bonding for Piping: c. Fabco Plastics Wholesale Limited. 1. Metal Water Service Pipe: Install insulated copper grounding conductors, in conduit, from building's main service equipment, or grounding it. Seasafe, Inc. bus, to main metal water service entrances to building. Connect grounding conductors to main metal water service pipes, using a bolted 2. Fittings and Accessories: Products of channel and angle manufacturer and designed for use with those items. clamp connector or by bolting a lug -type connector to a pipe flange, using one of the lug bolts of the flange. Where a dielectric main water3. Fitting and Accessory Materials: Same as channels and angles, except metal items may be stainless steel. fitting is installed, connect grounding conductor on street side of fitting. Bond metal grounding conductor conduit or sleeve to conductor at4. Rated Strength: Selected to suit structural loading. each end. D. Raceway and Cable Supports: As described in NECA 1. 2. Water Meter Piping: Use braided -type bonding jumpers to electrically bypass water meters. Connect to pipe with a bolted connector. E. Conduit and Cable Support Devices: Steel hangers, clamps, and associated fittings, designed for types and sizes of raceway or 3. Bond each aboveground portion of gas piping system downstream from equipment shutoff valve. cable to be supported. F. Bonding Interior Metal Ducts: Bond metal air ducts to equipment grounding conductors of associated fans, blowers, electric heaters, and air F. Support for Conductors in Vertical Conduit: Factory -fabricated assembly consisting of threaded body and insulating wedging cleaners. Install bonding jumper to bond across flexible duct connections to achieve continuity. plug or plugs for non -armored electrical conductors or cables in riser conduits. Plugs shall have number, size, and shape of G. Grounding for Steel Building Structure: Install a driven ground rod at base of each comer conductor gripping pieces as required to suit individual conductors or cables supported. Body shall be malleable iron. column and at intermediate exterior columns at distances not more than 60 feet( I8m) apart. G. Structural Steel for Fabricated Supports and Restraints: ASTM A 36/A 36M, steel plates, shapes, and bars; black and H. Ground Ring: Install a grounding conductor, electrically connected to building structure ground bar and to each ground rod as indicated on galvanized. drawings, extending around the perimeter of building. H. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces 1. Install tinned -copper conductor not less than No. 3/0 AWG for ground ring and for taps to building steel. include the following: 2. Bury ground ring not less than 24 inches (600 mm) from building foundation. 1. Powder -Actuated Fasteners are not allowed. I. Ufer Ground (Concrete -Encased Grounding Electrode): Fabricate according to NFPA 70, using a minimum of 20 feet (6 m) of bare copper 2. Mechanical -Expansion Anchors: Insert -wedge -type, zinc -coated steel, for use in hardened portland cement concrete with conductor not smaller than No. 4 AWG. tension, shear, and pullout capacities appropriate for supported loads and building materials in which used. 1. If concrete foundation is less than 20 feet (6 m) long, coil excess conductor within base of foundation. a. Approved Manufacturers: 2. Bond grounding conductor to reinforcing steel in at least four locations and to anchor bolts. Extend grounding conductor below grade and 1) Cooper B -Line; a division of Cooper Industries. connect to building grounding grid or to grounding electrode external to concrete. 2) Empire Tool and Manufacturing Co., Inc 3) Hilti, Inc. 4) ITW Construction Products. 5) MKT Fastening, LLC. 6) Powers Fasteners. 3. Concrete Inserts: Steel or malleable -iron slotted -support -system units similar to MSS Type 18; complying with MFMA-3 or MSS SP -58. 4. Clamps for Attachment to Steel Structural Elements: MSS SP -58, type suitable for attached structural element. 5. Through Bolts: Structural type, hex head, high strength. Comply with ASTM A 325. 6. Toggle Bolts: All -steel springhead type. 7. Hanger Rods: Threaded steel. 2.2 SEISMIC -RESTRAINT COMPONENTS A. Rated Strength, Features, and Application Requirements for Restraint Components: As defined in reports by an agency acceptable to authorities having jurisdiction. 1. Structural Safety Factor: Strength in tension, shear, and pullout force of components used shall be at least five times the maximum seismic forces to which they will be subjected. B. Angle and Channel -Type Brace Assemblies: Steel angles or steel slotted -support -system components; with accessories for attachment to braced component at one end and to building structure at the other end. C. Cable Restraints: ASTM A 603, zinc -coated, steel wire rope attached to steel or stainless-steel thimbles, brackets, swivels, and bolts designed for restraining cable service. 1. Approved Manufacturers: a. Amber/Booth Company, Inc. b. Loos & Co., Inc. c. Mason Industries, Inc. 2. Seismic Mountings, Anchors, and Attachments: Devices as specified in Part 2 "Support, Anchorage, and Attachment Components" Article, selected to resist seismic forces. 3. Hanger Rod Stiffener: Steel tube or steel slotted -support -system sleeve with internally bolted connections to hanger rod, of design recognized by an agency acceptable to authorities having jurisdiction. 4. Bushings for Floor -Mounted Equipment Anchors: Neoprene units designed for seismically rated rigid equipment mountings, and matched to type and size of anchor bolts and studs used. 5. Bushing Assemblies for Wall -Mounted Equipment Anchorage: Assemblies of neoprene elements and steel sleeves designed for seismically rated rigid equipment mountings, and matched to type and size of attachment devices used. 2.3 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES A. Description: Welded or bolted, structural -steel shapes, shop or field fabricated to fit dimensions of supported equipment. B. Materials: Comply with requirements in Division 5 Section "Metal Fabrications" for steel shapes and plates. PART 3 - EXECUTION 3.1 APPLICATION A. Comply with NECA 1 for application of hangers and supports for electrical equipment and systems, except if requirements in this Section are stricter. B. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway: Space supports for EMT, INC, and RMC as required by NFPA 70. Minimum rod size shall be 1/4 inch (6 mm) in diameter. C. Multiple Raceways or Cables: Install trapeze -type supports fabricated with steel slotted or other support system, sized so capacity can be increased by at least 25 percent in future without exceeding specified design load limits. 1. Secure raceways and cables to trapeze member with clamps approved for application by an agency acceptable to authorities having jurisdiction. 2. Secure raceways and cables to these supports with two -bolt conduit clamps. D. Spring -steel clamps designed for supporting single conduits without bolts may be used for 1 -1/2 -inch (38 -mm) and smaller raceways serving branch circuits and communication systems above suspended ceilings and for fastening raceways to trapeze supports. 3.2 SUPPORT INSTALLATION A. Comply with NECA 1 for installation requirements, except as specified in this Article. B. Raceway Support Methods: In addition to methods described in NECA 1, EMT may be supported by openings through structure members, as permitted in NFPA 70. C. Install seismic -restraint components using methods approved by the evaluation service providing required submittals for component. D. Strength of Support and Seismic -Restraint Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static and seismic loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 lb (90 kg). E. Mounting and Anchorage of Surface -Mounted Equipment and Components: Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code: 1. To Wood: Fasten with lag screws or through bolts. 2. To New Concrete: Bolt to concrete inserts. 3. To Masonry: Approved toggle -type bolts on hollow masonry units and expansion anchor fasteners on solid masonry units. 4. To Existing Concrete: Expansion anchor fasteners. 5. Instead of expansion anchors, powder -actuated driven threaded studs provided with lock washers and nuts may be used in existing standard -weight concrete 4 inches (100 mm) thick or greater. Do not use for anchorage to lightweight -aggregate concrete or for slabs less than 4 inches (100 mm) thick. 6. To Steel: Weld threaded studs complyingwith AWS D1.1/D1.1M with lock washers and nuts. Welded , 7. To Light Steel: Sheet metal screws. 8. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount cabinets,panelboards, disconnect switches, control enclosures, pull and Junction boxes transformers and other devices on slotted -channel racks attached to substrate by means that meet seismic -restraint strength and anchorage requirements. F. Drill holes for expansion anchors in concrete at locations and to depths that avoid reinforcing bars. P P g 3.3 INSTALLATION OF FABRICATED METAL SUPPORTS A. Comply with installation requirements in Division 5 Section "Metal Fabrications" for site -fabricated metal supports. B. Cut, fit and place miscellaneous metal supports accurately in location alignment, and elevation to support and anchor electrical materials and equipment. C. Field Welding: Comply with AWSDLI/DLIM. 3.4 INSTALLATION OF SEISMIC -RESTRAINT COMPONENTS A. Install bushing assemblies for anchor bolts for floor -mounted equipment, arranged to Provide resilient media between anchor bolt and mounting hole in concrete base. B. Install bushing assemblies for mounting bolts for wall -mounted equipment, arranged to provide resilient media where equipment or equipment -mounting channels are attached to wall. C. Restraint Cables: Provide slack within maximums recommended by manufacturer. D. Attachment to Structure: If specific attachment is not indicated, anchor bracing to structure at flanges of beams, upper truss chords of bar joists, or at concrete members. 3.5 ACCOMMODATION OF DIFFERENTIAL SEISMIC MOTION A. Make flexible connections in runs of raceways, cables, wireways, cable trays, and busways where they cross expansion and seismic -control joints, where adjacent sections or branches are supported by different structural elements, and where they terminate with connection to electrical equipment that is anchored to a different structural element from the one supporting them as they approach equipment. END OF SECTION 16072 dco electricalengi neeringcompany engineering 4 tomorrow world wide web: e2co.com 800 s. industry way, suite 350 meridian, idaho 83642 phone: 208.378.4450 fax: 208.378.4451 e2co project #: 19084 LINDGREN:LABRIE A R C H I T E C T U R E COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET ELEC. SPECS DRAWING SHEET REVISIONS Q DATE REMARKS DRAWN BY: W Z CHECKED BY: JVS DATE: 10 MAY 2019 SCALE: AS NOTED m 18176.01 JC Z d' M U) OD 0(D >_ CU 0 C C 0 U W � r N Z W Q COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET ELEC. SPECS DRAWING SHEET REVISIONS Q DATE REMARKS DRAWN BY: KWA CHECKED BY: JVS DATE: 10 MAY 2019 SCALE: AS NOTED JOB NO. 18176.01 SECTION 16075 - ELECTRICAL IDENTIFICATION PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 QUALITY ASSURANCE A. Comply with ANSI A13.1 and ANSI C2. B. Comply with NFPA 70. C. Comply with 29 CFR 1910.145. 1.3 COORDINATION A. Coordinate identification names, abbreviations, colors, and other features with requirements in the Contract Documents, Shop Drawings, manufacturer's wiring diagrams, and the Operation and Maintenance Manual, and with those required by codes, standards, and 29 CFR 1910.145. Use consistent designations throughout Project. B. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. C. Coordinate installation of identifying devices with location of access panels and doors. D. Install identifying devices before installing acoustical ceilings and similar concealment. PART2- PRODUCTS 2.1 RACEWAY AND METAL -CLAD CABLE IDENTIFICATION MATERIALS A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each raceway and cable size. 2.2 CONDUCTOR AND COMMUNICATION- AND CONTROL -CABLE IDENTIFICATION MATERIALS A. Color -Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by 1 to 2 inches wide. B. Marker Tapes: Vinyl or vinyl -cloth, self-adhesive wraparound type, with circuit identification legend machine printed by thermal transfer or equivalent process. C. Aluminum Wraparound Marker Labels: Cut from 0.014 -inch -thick aluminum sheet, with stamped, embossed, or scribed legend, and fitted with tabs and matching slots for permanently securing around wire or cable jacket or around groups of conductors. D. Metal Tags: Brass or aluminum, 2 by 2 by 0.05 inch, with stamped legend, punched for use with self-locking nylon tie fastener. E. Write -On Tags: Polyester tag, 0.015 inch thick, with corrosion -resistant grommet and polyester or nylon tie for attachment to conductor or cable. 1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag manufacturer. 2.3 WARNING LABELS AND SIGNS A. Comply with NFPA 70 and 29 CFR 1910.145. B. Self -Adhesive Warning Labels: Factory printed, multicolor, pressure -sensitive adhesive labels, configured for display on front cover, door, or other access to equipment, unless otherwise indicated. C. Warning label and sign shall include, but are not limited to, the following legends: 1. Multiple Power Source Warning: "DANGER - ELECTRICAL SHOCK HAZARD - EQUIPMENT HAS MULTIPLE POWER SOURCES." 2. Workspace Clearance Warning: "WARNING - OSHA REGULATION - AREA IN FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 36 INCHES." 2.4 EQUIPMENT IDENTIFICATION LABELS A. Self -Adhesive, Engraved, Laminated Acrylic or Melamine Label: Adhesive backed, with white letters on a dark -gray background. Minimum letter height shall be 3/8 inch. PART 3- EXECUTION 3.1 APPLICATION A. Accessible Raceways and Metal -Clad Cables, 600 V or Less, for Service, Feeder, and Branch Circuits More Than 30 A: Identify with orange self-adhesive vinyl label, snap -around label, or self-adhesive vinyl tape applied in bands. B. Power -Circuit Conductor Identification: For primary and secondary conductors No. 1/0 AWG and larger in vaults, pull and junction boxes, manholes, and handholes use color -coding conductor tape, marker tape, aluminum wraparound marker labels, metal tags, or write -on tags. Identify source and circuit number of each set of conductors. For single conductor cables, identify phase in addition to the above. C. Branch -Circuit Conductor Identification: Where there are conductors for more than three branch circuits in same junction or pull box, use color -coding conductor tape, marker tape, aluminum wraparound marker labels, metal tags, or write -on tags. Identify each ungrounded conductor according to source and circuit number. D. Warning Labels for Indoor Cabinets, Boxes, and Enclosures for Power and Lighting: Comply with 29 CFR 1910.145 and apply self-adhesive warning labels, baked -enamel warning signs, or metal-backed, butyrate warning signs. Identify system voltage with black letters on an orange background. Apply to exterior of door, cover, or other access. 1. Equipment Requiring Workspace Clearance According to NFPA 70: Unless otherwise indicated, apply to door or cover of equipment but not on flush panelboards and similar equipment in finished spaces. E. Equipment Identification Labels: On each unit of equipment, install unique designation label that is consistent with wiring diagrams, schedules, and Operation and Maintenance Manual. Apply labels to disconnect switches androtec i n p t o equipment, central or master units, control panels, control stations, terminal cabinets, and racks of each system. Systems include power, lighting, control, communication, signal, monitoring, and alarm systems unless equipment is provided with its own identification. 1. Labeling Instructions: a. Indoor Equipment: Self-adhesive, engraved, laminated acrylic or melamine label. Unless otherwise indicated, provide a single line of text with 1/2 -inch -high letters on 1 -1/2 -inch -high label; where 2 lines of text are required, use labels 2 inches high. 2. Equipment to Be Labeled: a. Panelboards, electrical cabinets, and enclosures. b. Disconnect switches. c. Voice and data cable terminal equipment. d. Terminals, racks, and patch panels for voice and data communication and for signal and control functions. 3.2 INSTALLATION A. Verify identity of each item before installing identification products. B. Location: Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment. C. Color -Coding for Phase and Voltage Level Identification, 600 V and Less: Use the colors listed below for ungrounded service, feeder, and branch -circuit conductors. 1. Color shall be factory applied or, for sizes larger than No. 10 AWG if authorities having jurisdiction permit, field applied. 2. Colors for 208Y/120 -V Circuits: a. Phase A: Black. b. Phase B: Red. c. Phase C: Blue. 3. Field -Applied, Color -Coding Conductor Tape: Apply in half -lapped turns for a minimum distance of 6 inches from terminal points and in boxes where splices or taps are made. Apply last two turns of tape with no tension to prevent possible unwinding. Locate bands to avoid obscuring factory cable markings. END OF SECTION 16075 SECTION 16120 - CONDUCTORS AND CABLES PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes building wires and cables and associated connectors, splices, and terminations for wiring systems rated 600 V and less. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. PART2- PRODUCTS 2.1 CONDUCTORS AND CABLES A. Conductor Material: Copper complying with NEMA WC 5; stranded conductor. B. Conductor Insulation Types: Type THHN-THWN complying with NEMA WC 5. 2.2 CONNECTORS AND SPLICES A. Description: Factory -fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. PART 3 - EXECUTION 3.1 CONDUCTOR AND INSULATION APPLICATIONS A. Exposed and Service Feeders: Type THHN-THWN, single conductors in raceway. B. Feeders Concealed in Ceilings, Walls, and Partitions: Type THHN-THWN, single conductors in raceway. C. Exposed Branch Circuits, including in Crawlspaces: Type THHN-TH WN, single conductors in raceway. D. Branch Circuits Concealed in Ceilings, Wails, and Partitions: Type THHN-THWN, single conductors in raceway. E. Branch Circuits Concealed in Concrete and below Slabs -on -Grade: Type THHN-THWN, single conductors in raceway. F. Fire Alarm Notification Circuits: Type THEIN-THWN, in raceway. G. Fire Alarm SLC or Zone Circuits: Type TFFN or required cable by fire alarm system manufacturer, in raceway. H. Class 1 Control Circuits: Type THHN-THWN, in raceway. 1. Class 2 Control Circuits: Type THHN-THWN, in raceway. Power limited cable, concealed in building finishes. J. Fire Alarm Circuits: Power limited cable, concealed in building finishes. 3.2 INSTALLATION A. Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated. B. Use manufacturer -approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. C. Use pulling means, including fish tape, cable, rope, and basket -weave wire/cable grips, that will not damage cables or raceway. D. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible. E. Support cables according to Division 16 Section "Basic Electrical Materials and Methods." F. Seal around cables penetrating fire -rated elements according to Division 7 Section "Through -Penetration Firestop Systems." G. Identify and color -code conductors and cables according to Division 16 Section "Electrical Identification." 3.3 CONNECTIONS A. Tighten electrical connectors and terminals according to manufacturer's published torque -tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. B. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors. 1. Use oxide inhibitor in each splice and tap conductor for aluminum conductors. C. Wiring at Outlets: Install conductor at each outlet, with at least 12 inches of slack. END OF SECTION 16120 SECTION 16113 - UNDER SLAB AND UNDERGROUND ELECTRICAL WORK PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section tion includes under slab conduits and related electrical work. PAR72-PRODUCTS 2.1 CONDUIT A. All shall be provided with fittings and accessories approved for the purpose. Refer to Section 16130. 2.2 BARE COPPER GROUND CONDUCTOR A. Medium hard drawn copper conductor, # 4/0 AWG stranded (unless otherwise noted). PART 3 -EXECUTION 3.1 GENERAL A. Electrical system layouts indicated on the drawings are generally diagrammatic, but shall be followed as closely as actual construction and work of other trades will permit. 3.2 CONDUIT INSTALLATION A. Plastic conduit shall be installed on 2 inch sand base and covered by 2 inch sand back fill. Multiple runs shall maintain 3 inch minimum separation between runs. Plastic conduit shall not be installed in rock base. B. Underground conduit entering building shall be provided with one 10 foot section of PVC coated rigid steel conduit at point of penetration of foundation, footing or basement wall, with approximately equal lengths inside and outside building line. Ream the smaller inside diameter conduit smooth to prevent conductor damage. C. Stagger conduit couplings by a minimum of 12 inches. All risers to grade shall be rigid steel. D. All rigid steel conduits shall be encased in 3 inch minimum concrete envelope. E. Install 1/8 inch diameter pull line in each underground conduit. F. Burial depths of conduits shall comply with the NEC (minimum). G. Provide underground type plastic line markers: permanent, brightly colored, continuously printed plastic tape, intended for direct burial service, not less than 6 inches wide, reading "Caution Buried Electrical Line." Install continuous line markers located directly over buried line at 6 inches above top of conduit, during back filling operation. END OF SECTION 16113 SECTION 16130 - RACEWAYS AND BOXES PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring. 1.3 DEFINITIONS A. EMT: Electrical metallic tubing. B. ENT: Electrical nonmetallic tubing. C. FMC: Flexible metal conduit. D. IMC: Intermediate metal conduit. E. LFMC: Liquidtight flexible metal conduit. F. LFMC: Liquidtight flexible nonmetallic conduit. G. RNC: Rigid nonmetallic conduit. 1.4 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 1.5 COORDINATION A. Coordinate layout and installation of raceways, boxes, enclosures, cabinets, and suspension system with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, fire -suppression system, and partition assemblies. PART2- PRODUCTS 2.1 METAL CONDUIT AND TUBING A. Rigid Steel Conduit: ANSI C80.1. B. Aluminum Rigid Conduit: ANSI C80.5. C. IMC: ANSI 080.6. D. EMT and Fittings: ANSI C80.3. 1. Fittings: Set -screw type. E. FMC: Aluminum. F. LFMC: Flexible steel conduit with PVC jacket. G. Fittings: NEMA FB 1; compatible with conduit and tubing materials. 2.2 SURFACE RACEWAYS A. Surface Metal Raceways: Galvanized steel with snap -on covers. Finish with manufacturer's standard prime coating. B. Types, sizes, and channels as indicated and required for each application, with fittings that match and mate with raceways. 2.3 BOXES, ENCLOSURES, AND CABINETS A. Sheet Metal Outlet and Device Boxes: NEMA OS 1. B. Cast -Metal Outlet and Device Boxes: NEMA FB 1, Type FD, with gasketed cover. C. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1. D. Cast -Metal Pull and Junction Boxes: NEMA FB 1, cast aluminum with gasketed cover. E. Hinged -Cover Enclosures: NEMA 250, Type 1, with continuous hinge cover and flush latch. 1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel. 2. Nonmetallic Enclosures: Plastic, finished inside with radio -frequency -resistant paint. F. Cabinets: NEMA 250, Type 1, galvanized steel box with removable interior panel and removable front, finished inside and out with manufacturer's standard enamel. Hinged door in front cover with flush latch and concealed hinge. Key latch to match panelboards. Include metal barriers to separate wiring of different systems and voltage and include accessory feet where required for freestanding equipment. 2.4 FACTORY FINISHES A. Finish: For raceway, enclosure, or cabinet components, provide manufacturer's standard paint applied to factory -assembled surface raceways, enclosures, and cabinets before shipping. PART 3- EXECUTION 3.1 RACEWAY APPLICATION A. Indoors: 1. Exposed: EMT 2. Concealed: EMT 3. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor -Driven Equipment): FMC; except use LFMC in damp or wet locations. 4. Damp or Wet Locations: Rigid steel conduit. 5. Boxes and Enclosures: NEMA 250, Type 1, except as follows: a. Damp or Wet Locations: NEMA 250, Type 4, stainless steel. B. Minimum Raceway Size: 1/2 -inch trade size. C. Raceway Fittings: Compatible with raceways and suitable for use and location. 1. Intermediate Steel Conduit: Use threaded rigid steel conduit fittings, unless otherwise indicated. 2. PVC Externally Coated, Rigid Steel Conduits: Use only fittings approved for use with that material. Patch all nicks and scrapes in PVC coating after installing conduits. D. Install nonferrous conduit or tubing for circuits operating above 60 Hz. Where aluminum raceways are installed for such circuits and pass through concrete, install in nonmetallic sleeve. E. Do not install aluminum conduits embedded in or in contact with concrete. 3.2 INSTALLATION S ALLATION A. Keep raceways at least 6 inches away from parallel runs of flues and steam or hot-water pipes. Install horizontal raceway runs above water and steam piping. B. Com lete p raceway installation before starting conductor installation. C. htstall temporary closures to prevent foreign matter from entering raceways. D. Make bends and offsets so ID is not reduced. Keep legs of bends in the same plane and keep straight legs of offsets parallel, unless otherwise indicated. E. Conceal conduit and MC cabling within finished walls, ceilings, and floors, unless otherwise indicated. 1. Install concealed raceways with a minimum of bends in the shortest practical distance, considering type of building construction and obstructions, unless otherwise indicated. F. Install exposed raceways parallel or at right angles to nearby surfaces or structural members and follow surface contours as much as possible. 1. Run parallel or banked raceways together on common supports. 2. Make parallel bends in parallel or banked runs. Use factory elbows only where elbows can be installed parallel; otherwise, provide field bends for parallel raceways. G. Join raceways with fittings designed and approved for that purpose and make joints tight. 1. Use insulating bushings to protect conductors. H. Tighten set screws of threadless fittings with suitable tools. I. Terminations: 1. Where raceways are terminated with lockouts and bushings, align raceways to enter squarely and install lockouts with dished part against box. Use two locknuts, one inside and one outside box. 2. Where raceways are terminated with threaded hubs, screw raceways or fittings tightly into hub so end bears against wire protection shoulder. Where chase nipples are used, align raceways so coupling is square to box; tighten chase nipple so no threads are exposed. J. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-1b tensile strength. Leave at least 12 inches of slack at each end of pull wire. K. Telephone and Signal System Raceways, 2 -Inch Trade Size and Smaller: In addition to above requirements, install raceways in maximum lengths of 150 feet and with a maximum of two 90 -degree bends or equivalent. Separate lengths with pull or junction boxes where necessary to comply with these requirements. L. Install raceway sealing fittings at suitable, approved, and accessible locations and fill them with UL -listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings at the following points: 1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces. 2. Where otherwise required by NFPA 70. M. Surface Raceways: Install a separate, green, ground conductor in raceways from junction box supplying raceways to receptacle or fixture ground terminals. N. Install hinged -cover enclosures and cabinets plumb. Support at each corner. END OF SECTION 16130 SECTION 16140 - WIRING DEVICES PART1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Single and duplex receptacles, ground -fault circuit interrupters, integral surge suppression units, and isolated -ground receptacles. 2. Single- and double -pole snap switches and dimmer switches. 3. Device wall plates. 1.3 DEFINITIONS A. EMI: Electromagnetic interference. B. GFCI: Ground -fault circuit interrupter. C. PVC: Polyvinyl chloride. D. RFI: Radio-frequency interference. E. UTP: Unshielded twisted pair. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain each type of wiring device through one source from a single manufacturer. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 1.5 COORDINATION A. Receptacles for Owner-Fumished Equipment: Match plug configurations. 1. Cord and Plug Sets: Match equipment requirements. PART2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Wiring Devices: a. Bryant Electric, Inc./Hubbell Subsidiary. b. Eagle Electric Manufacturing Co., Inc. c. Hubbell Incorporated; Wiring Device-Kellems. d. Leviton Mfg. Company Inc. e. Cooper Wiring Devices. 2.2 RECEPTACLES A. Straight -Blade -Type Receptacles: Comply with NEMA WD 1, NEMA WD 6, DSCC W -C -596G, and UL 498. B. Straight -Blade and Locking Receptacles: Heavy -Duty grade. C. GFCI Receptacles: Straight blade, non -feed -through type, Heavy Duty grade, with integral NEMA WD 6, Configuration 5-20R duplex receptacle; complying with UL 498 and UL 943. Design units for installation in a 2 -3/4 -inch- deep outlet box without an adapter. 2.3 CORD AND PLUG SETS A. Description: Match voltage and current ratings and number of conductors to requirements of equipment being connected. 1. Cord: Rubber -insulated, stranded -copper conductors, with Type SOW -A jacket; with green -insulated grounding conductor and equipment -rating ampacity plus a minimum of 30 percent. 2. Plug: Nylon body and integral cable -clamping jaws. Match cord and receptacle type for connection. 2.4 SWITCHES A. Single- and Double -Pole Switches: Comply with DSCC W -C -896F and UL 20. B. Snap Switches: Heavy -Duty grade, quiet type. C. Combination Switch and Receptacle: Both devices in a single gang unit with plaster ears and removable tab connector that permit separate or common feed connection. 1. Switch: 20 A, 120/277-V ac. 2. Receptacle: NEMA WD 6, Configuration 5-20R. D. Dimmer Switches: Modular, full -wave, solid-state units with integral, quiet on/off switches and audible frequency and EMURFI filters. 1. Control: Continuously adjustable slider; with single -pole or three-way switching to suit connections. 2. Incandescent Lamp Dimmers: Modular, 120 V, 60 Hz with continuously adjustable rotary knob, toggle switch, or slider; single pole with soft tap or other quiet switch; EMI/RFI filter to eliminate interference; and 5 -inch wire connecting leads. 2.5 WALL PLATES A. Single and combination types to match corresponding wiring devices. 1. Plate -Securing Screws: Metal with bead color to match plate finish. 2. Material for Finished Spaces: 0.035 -inch -thick, satin -finished stainless steel 3. Material for Unfinished Spaces: Galvanized steel. 4. Material for Wet Locations: Cast aluminum with spring-loaded lift cover, and listed and labeled for use in "wet locations." 2.6 FINISHES A. Color: 1. Wiring Devices Connected to Normal Power System: White, unless otherwise indicated or required by NFPA 70. PART 3- EXECUTION 3.1 INSTALLATION A. Install devices and assemblies level, plumb, and square with building lines. B. Install wall dimmers to achieve indicated rating after derating for ganging according to manufacturer's written instructions. C. Install unshared neutral conductors on line and load side of dimmers according to manufacturers' written instructions. D. Anangement of Devices: Unless otherwise indicated, mount flush, with long dimension vertical, and with grounding terminal of receptacles on top. Group adjacent switches under single, multigang wall plates. E. Remove wall plates and protect devices and assemblies during painting. 3.2 IDENTIFICATION A. Comply with Division 16 Section "Electrical Identification." 1. Receptacles: Identify panelboard and circuit number from which served. Use hot, stamped or engraved machine printing with white -filled lettering on face of plate, and durable wire markers or tags inside outlet boxes. 3.3 CONNECTIONS A. Tighten electrical connectors and terminals according to manufacturer's published torque -tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 3.4 FIELD QUALITY CONTROL A. Perform the following field tests and inspections and prepare test reports: 1. After installing wiring devices and after electrical circuitry has been energized, test for proper polarity, ground continuity, and compliance with requirements. 2. Test GFCI operation with both local and remote fault simulations according to manufacturer's written instructions. B. Remove malfunctioning units, replace with new units, and retest as specified above. END OF SECTION 16140 CO electricalengineeringcompany engineering 4 tomorrow world wide web: e2co.com 800 s. industry way, suite 350 meridian, Idaho 83642 phone: 208.378.4450 fax: 208.378.4451 e2co project #: 19084 ® , LINDGRENUABRIE ARC HITECTU RE 0) W Z CHECKED BY: JVS � 10 MAY 2019 SCALE: AS NOTED m 18176.01 O i � Z +r M CO U E E O 'itL CM :3 U X � r Z W Q COPYRIGHT © 2019 Lindgren:Labde Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET ELEC. SPECS DRAWING SHEET REVISIONS Al DATE REMARKS DRAWN BY: KWA CHECKED BY: JVS DATE: 10 MAY 2019 SCALE: AS NOTED JOB NO. 18176.01 E4., 1 SECTION 16521 - EXTERIOR LIGHTING PART1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Exterior luminaires with LED and drivers (LED). 2. Luminaire-mounted photoelectric relays. 3. Poles and accessories. 1.3 DEFINITIONS B. CRI: Color -rendering index. C. HID: High-intensity discharge. D. Luminaire: Complete lighting fixture. E. Pole: Luminaire support structure, including tower used for large area illumination. F. Standard: Same definition m "Pole" above. 1.4 STRUCTURAL ANALYSIS CRITERIA FOR POLE SELECTION Dead Load: Weight of luminaire and its horizontal and vertical supports, lowering devices, and supporting structure, applied as stated in AASHTO LTS-4. G. Live Load: Single load of 500 lbf (2224 N), distributed as stated in AASHTO LTS-4. H. Wind Load: Pressure of wind on pole and luminaire, calculated and applied as stated in AASHTO LTS-4. 1.5 SUBMITTALS A. Product Data: For each laminaire, pole, and support component, arranged in order of lighting unit designation. Include data on features, accessories. finishes, and the following: 1. Physical description of luminaire, including materials, dimensions, effective projected area, and verification of indicated parameters. 2. Details of attaching luminaires and accessories. 3. Details of installation and construction. 4. Luminaire materials. 5. Photometric data based on laboratory tests of each luminaire type, complete with indicated LED light source, drivers, and accessories. a. Photometric data shall be certified by manufacturer's laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products. 6. Photoelectric relays. 7. LED light source, including. life, output, and energy -efficiency data. 8. Materials, dimensions, and finishes of poles. 9. Means of attaching luminaires to supports, and indication that attachment is suitable for components involved. 10. Anchor bolts for poles. 11. Manufactured pole foundations. B. Pole and Support Component Certificates: Signed by manufacturers of poles, certifying that products are designed for indicated load requirements in AASHTO LTS-4 and that load imposed by luminaire has been included in design. 1.6 QUALITY ASSURANCE A. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by manufacturers' laboratories that are accredited under the National Volunteer Laboratory Accreditation Program for Energy Efficient Lighting Products. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. C. Comply with IEEE C2, 'National Electrical Safety Code." D. Comply with NFPA 70. 1.7 DELIVERY, STORAGE, AND HANDLING A. Package aluminum poles for shipping according to ASTM B 660. B. Store poles on decay -resistant -treated skids at least 12 inches (300 mm) above grade and vegetation. Support poles to prevent distortion and arrange to provide free air circulation. C. Retain factory -applied pole wrappings on metal poles until right before pole installation. For poles with nonmetallic finishes, handle with web fabric straps. 1.8 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace products that fail in materials or workmanship; that corrode; or that fade, stain, perforate, erode, or chalk due to effects of weather or solar radiation within specified warranty period. Manufacturer may exclude lightning damage, hail damage, vandalism, abuse, or unauthorized repairs or alterations from special warranty coverage. 1. Warranty Period for Luminaires: Five years from date of Substantial Completion. 2. Warranty Period for Metal Corrosion: Five years from date of Substantial Completion. 3. Warranty Period for Color Retention: Five years from date of Substantial Completion. 4. Warranty Period for LED: Replace led light source and associated drivers that fail within 12 months from date of Substantial Completion; furnish replacement led light source and drivers that fail within the second 12 months from date of Substantial Completion. 5. Warranty Period for Poles: Repair or replace lighting poles and standards that fail in finish, materials, and workmanship within manufacturer's standard warranty period, but not less than three years from date of Substantial Completion. SECTION 16442 - PANELBOARDS PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Lighting and appliance branch -circuit panelboards. 1.3 DEFINITIONS A. EMI: Electromagnetic interference. B. GFCI: Ground -fault circuit interrupter. C. RFL• Radio-frequency interference. D. RMS: Root mean square. E. SPDT: Single pole, double throw. 1.4 SUBMITTALS A. Product Data: For each type of panelboard, overcurrent protective device, transient voltage suppression device, accessory, and component indicated. Include dimensions and manufacturers' technical data on features, performance, electrical characteristics, ratings, and finishes. B. Panelboard Schedules: For installation in panelboards. Submit final versions after load balancing. 1.5 QUALITY ASSURANCE A. Source Limitations: Obtain panelboards, overcurrent protective devices, components, and accessories through one source from a single manufacturer. B. Product Options: Drawings indicate size, profiles, and dimensional requirements of panelboards and are based on the specific system indicated. Refer to Division 1 Section "Product Requirements." C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 1.6 COORDINATION A. Coordinate layout and installation of panelboards and components with other construction that penetrates walls or is supported by them, including electrical and other types of equipment, raceways, piping, and encumbrances to workspace clearance requirements. PART2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Panelboards, Overcurrent Protective Devices, Controllers, Contactors, and Accessories: a. Eaton Corporation; Cutler -Hammer Products. b. Siemens Energy & Automation, Inc. Square D. GE; General Electric 2.2 MANUFACTURED UNITS A. Enclosures: Surface mounted cabinets. NEMA PB 1, Type 1. 1. Rated for environmental conditions at installed location. 2. Front: Secured to box with concealed trim clamps. For surface -mounted fronts, match box dimensions; for flush -mounted fronts, overlap box. 3. Hinged Front Cover: Entire front trim hinged to box and with standard door within hinged trim cover. 4. Finish: Manufacturer's standard enamel finish over corrosion -resistant treatment or primer coat. 5. Directory Card: With transparent protective cover, mounted in metal frame, inside panelboard door. B. Phase and Ground Buses: 1. Material: Hard -drawn copper, 98 percent conductivity. 2. Equipment Ground Bus: Adequate for feeder and branch -circuit equipment ground conductors; bonded to box. C. Conductor Connectors: Suitable for use with conductor material. 1. Main and Neutral Lugs: Mechanical type. 2. Ground Lugs and Bus Configured Terminators: Compression type. 2.3 LIGHTING AND APPLIANCE BRANCH -CIRCUIT PANELBOARDS A. Branch Overcurrent Protective Devices: Bolt -on circuit breakers, replaceable without disturbing adjacent units. B. Doors: Concealed hinges; secured with flush latch with tumbler lock; keyed alike. 2.4 OVERCURRENT PROTECTIVE DEVICES A. Molded -Case Circuit Breaker: UL 489, with series -connected rating to meet available fault currents. 1. Thermal -Magnetic Circuit Breakers: Inverse time -current element for low-level overloads, and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for circuit -breaker frame sizes 250 A and larger. 2. Adjustable Instantaneous -Trip Circuit Breakers: Magnetic trip element with front -mounted, field -adjustable trip setting. 3. GFCI Circuit Breakers: Single- and two -pole configurations with [5] [30]-mA trip sensitivity. B. Molded -Case Circuit -Breaker Features and Accessories: Standard frame sizes, trip ratings, and number of poles. 1. Lugs: Mechanical style, suitable for number, size, trip ratings, and conductor materials. 2. Application Listing: Appropriate for application; Type SWD for switching fluorescent lighting loads; Type HACR for heating, air-conditioning, and refrigerating equipment. 3. Undervoltage Trip: Set to operate at 35 to 75 percent of rated voltage with field -adjustable 0.1- to 0.6 -second time delay. PART 3- EXECUTION 3.1 INSTALLATION A. Install panelboards and accessories according to NEMA PB 1.1. B. Mount top of trim 74 inches above finished floor, unless otherwise indicated. C. Mount plumb and rigid without distortion of box. Mount recessed panelboards with fronts uniformly flush with wall finish. D. Install filler plates in unused spaces. E. Arrange conductors in gutters into groups and bundle and wrap with wire ties after completing load balancing. 3.2 IDENTIFICATION A. Identify field -installed conductors, interconnecting wiring, and components; provide warning signs as specified in Division 16 Section "Electrical Identification." B. Create a directory to indicate installed circuit loads[ after balancing panelboard loads. Obtain approval before installing. Use a computer or typewriter to create directory; handwritten directories are not acceptable. C. Panelboard Nameplates: Label each panelboard with engraved metal or laminated -plastic nameplate mounted with corrosion -resistant screws. 3.3 CONNECTIONS A. Ground equipment according to Division 16 Section "Grounding and Bonding." B. Connect wiring according to Division 16 Section "Conductors and Cables." 3.4 FIELD QUALITY CONTROL A. Load Balancing: After Substantial Completion, but not more than 60 days after Final Acceptance, measure load balancing and make circuit changes. 1. Measure as directed during period of normal system loading. 2. Perform load -balancing circuit changes outside normal occupancy/working schedule of the facility and at time directed. Avoid disrupting critical 24-hour services such as fax machines and on-line data processing, computing, transmitting, and receiving equipment. 3. After circuit changes, recheck loads during normal load period. Record all load readings before and after changes and submit test records. 4. Tolerance: Difference exceeding 20 percent between phase loads, within a panelboard, is not acceptable. Rebalance and recheck as necessary to meet this minimum requirement. 3.5 CLEANING A. On completion of installation, inspect interior and exterior of panelboards. Remove paint splatters and other spots. Vacuum dirt and debris; do not use compressed air to assist in cleaning. Repair exposed surfaces to match original finish. END OF SECTION 16442 SECTION 16410 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS PART1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following individually mounted, enclosed switches and circuit breakers: 1. Nonfusible and fusible switches. 2. Enclosures. 1.3 DEFINITIONS A. GD: General duty. B. GFCI: Ground -fault circuit interrupter. C. HD: Heavy duty. D. RMS: Root mean square. E. SPDT: Single pole, double throw. 1.4 SUBMITTALS A. Product Data: For each type of enclosed switch, circuit breaker, accessory, and component indicated. Include dimensioned elevations, sections, weights, and manufacturers' technical data on features, performance, electrical characteristics, ratings, and finishes. 1. Enclosure types and derails for types other than NEMA 250, Type 1. 2. Current and voltage ratings. 3. Short-circuit current rating. 4. UL listing for series rating of installed devices. 5. Features, characteristics, ratings, and factory settings of individual overcurrent protective devices and auxiliary components. 1.5 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Product Selection for Restricted Space: Drawings indicate maximum dimensions for enclosed switches and circuit breakers, including clearances between enclosures, and adjacent surfaces and other items. Comply with indicated maximum dimensions. 1.6 COORDINATION A. Coordinate layout and installation of switches, circuit breakers, and components with other construction, including conduit, piping, equipment, and adjacent surfaces. Maintain required workspace clearances and required clearances for equipment access doors and panels. PART2- PRODUCTS 2.1 FUSIBLE AND NONFUSIBLE SWITCHES A. Available Manufacturers: 1. Eaton Corporation; Cutler -Hammer Products. 2. Siemens Energy & Automation, Inc. 3. Square D/Group Schneider, B. Fusible Switch, 600 A and Smaller: NEMA KS 1, Type HD, with clips or bolt pads to ccommodate specified fuses, lockable handle with capability to accept two padlocks, and interlocked with cover in closed position. C. Nonfusible Switch, 600 A and Smaller: NEMA KS 1, Type HD, lockable handle with capability to accept two padlocks, and interlocked with cover in closed position. 2.2 ENCLOSURES A. NEMA AB 1 and NEMA KS 1 to meet environmental conditions of installed location. 1. Kitchen Areas: NEMA 250, Type 4X, stainless steel. PART 3- EXECUTION 3.1 EXAMINATION A. Examine elements and surfaces to receive enclosed switches and circuit breakers for compliance with installation tolerances and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Comply with applicable portions of NECA 1, NEMA PB 1. 1, and NEMA PB 2.1 for installation of enclosed switches and circuit breakers. B. Mount individual wall -mounting switches and circuit breakers with tops at uniform height, unless otherwise indicated. Anchor floor -mounting switches to concrete base. 3.3 IDENTIFICATION A. Identify field -installed conductors, interconnecting wiring, and components; provide warning signs as specified in Division 16 Section "Electrical Identification." B. Enclosure Nameplates: Label each enclosure with engraved metal or laminated -plastic nameplate as specified in Division 16 Section "Electrical Identification." 3.4 FIELD QUALITY CONTROL A. Perform the following field tests and inspections and prepare test reports: 1. Test mounting and anchorage devices according to requirements in Division 16 Section "Electrical Supports and Seismic Restraints." 2. Perform each electrical test and visual and mechanical inspection stated in NETA ATS, Section 7.5 for switches and Section 7.6 for molded -case circuit breakers. Certify compliance with test parameters. 3. Correct malfunctioning units on-site, where possible, and retest to demonstrate compliance; otherwise, replace with new units and retest. .5 CLEANING A. On completion of installation, vacuum dirt and debris from interiors; do not use compressed air to assist in cleaning. B. Inspect exposed surfaces and repair damaged finishes. END OF SECTION 16410 eco electrica lengi neeri ngcom pany engineering 4 tomorrow world wide web: e2co.com 800 a. industry way, suite 350 meridian, idaho 83642 phone: 208.378.4450 fax: 208.378.4451 e2co project #: 19084 LINDGREWLABRIE A R C H I T E C T U R E 6238 �0 W, ADP' 0) W CHECKED BY: JVS � Z SCALE: AS NOTED m s O .r- Z CO 00 � L C i O U � a) X Z W Q ry COPYRIGHT © 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR BID/CITY SET ELEC. SPECS DRAWING SHEET REVISIONS 0 DATE REMARKS DRAWN BY: KWA CHECKED BY: JVS DATE: 10 MAY 2019 SCALE: AS NOTED JOB No. 18176.01 E452