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HomeMy WebLinkAboutB16-1512 000-000-000�A00E551B1LI7'r SIGN PERe WHEEL STOP TYP,PAVEMENT SYMBOL PER GBG IIB -502.6.4 $ 11 B-703.7.2.1 ' " PEH-4ci.I 1 1/2I(E) AGGE551ELE CROSSLOMAX. MAX. PARKING STALL !RUN SLOPE w/ PAINTED AND 51ON PER STRIPING ®3'-O" O.G. I I r ' ® _-----3'x4'MIN. TRUNCATED I F' DOMES o ARKING SURFACE ACCESSIBLE FARKINO 51ON H-7.1 NOT TO SCALE LIST OF SHEETS VAN ACCESSIBLE SIGN WHERE OF THE PARKING SPACE. VAN ACCESSIBLE Acc�S BLE SITE PLAN, CODE ANALY515 4 SCOPE OF WORK SPACES SHALL HAVE AN ADDITIONAL 51ON I ND I GATED ON THE SITE PLAN 5 RESTROOMS 4 Gk i THE SYMBOL OF ACCESSIBILITY. SIGNS STRUCTURAL GENERAL NOTES, FOUNDATION PLAN r STRUCTURAL DETAILS GG 20'-O" ACCESSIBLE NOTE: EACH PARKING SPACE RESERVED FOR I AMENDMENTS VAN ACCESSIBLE PERSONS WITH DISABILITIES SHALL BE OPENINGS: SPACE. 1 EXISTING BUILDING IDENTIFIED IDENTIFIED BY A REFLECTORIZED SIGN 321-0" (PRUNE STORA6r-j MINIMUM $250 PERMANENTLY POSTED IMMEDIATELY ADJACENT DESIGNATED ACCESSIBLE SPACES NOT I 2015 GGB5G PERMIT D15PLAYINO D15TINOU15HINO PLACARDS OR 511-E PLAN TO AND VISIBLE FROM EACH STALL OR SPACE, OCCUPANT LOAD: EXISTING(OFFICE SU�IN6 OCCUPANCY SEPARATION: NONE REQUIRED (TABLE 508.4) ACCESSIBLE GONSISTINO OF THE INTERNATIONAL SYMBOL OF ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 505) NUMBER OF EXITS REOV: OWNERS EXPENSE. TOWED VEHICLES MAY BE /CODE COMPLIANCE I ALLOWABLE AREA: 1'7,500 5.F. AOCE55151LITY IN WHITE ON A DARK BLUE 1 PRocEs51NG AND STORAGE) TELEPHONING --- -------------- —�--r.�_BY_ — BACKGROUND. THE SION SHALL NOT BE PERMIT B15 -03a4 ACTUAL STORY/HEIGHT: I STORY / 25'-6"GONBTRUGTION SMALLER THAN ?0 INCHES SQUARE IN AREA TYPE: (SECTION 602.5 AND a ATBLE1505) AND, WHEN IN A PATH OF TRAVEL, SHALL BE v ' POSTED AT A MINIMUM HEIGHT OF 80 INCHES � Q Z FROM BOTTOM OF THE SION TO THE PARKING Q SPACE FINISHED GRADE. SION5 MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END Qi ARKING SURFACE ACCESSIBLE FARKINO 51ON H-7.1 NOT TO SCALE LIST OF SHEETS SHEET OF THE PARKING SPACE. VAN ACCESSIBLE I SITE PLAN, CODE ANALY515 4 SCOPE OF WORK SPACES SHALL HAVE AN ADDITIONAL 51ON FLOOR PLAN 5 STATINS "VAN-ACCE55151-E" MOUNTED BELOW 4 ELECTRICAL PLAN 4 LIGHTING GALLS i THE SYMBOL OF ACCESSIBILITY. SIGNS STRUCTURAL GENERAL NOTES, FOUNDATION PLAN r STRUCTURAL DETAILS GG IDENTIFYING ACCES51BLE PARKING SPACES 2015 CFG2015 CALIF. HEALTH SAFETY CODE PROJECTIONS: SHALL BE LOCATED 50 THEY CANNOT BE AMENDMENTS OBSCURED BY A VEHICLE PARKED IN THE 2015 CALIF. ENERGYGORE EFFICIENCY OPENINGS: SPACE. 1 STANDARDS, ZONE 1I I" MIN. HIGH BEADED LETTERING STATINS 2015 CALIF. ACCESSIBILITY REG2UIREMENTS "UNAUTHORIZED VEHICLES PARKED IN AMERICANS WITH DISABILITIES ACT 2012 EDITION NFPA 101 AUTOMATIC SPRINKLER: DESIGNATED ACCESSIBLE SPACES NOT I 2015 GGB5G PERMIT D15PLAYINO D15TINOU15HINO PLACARDS OR 511-E PLAN OCCUPANCY GROUP: GROUP 51 - WAREHOUSE OCCUPANT LOAD: SPECIAL LICENSE PLATES ISSUED FOR PERSONS I" = 50'-O" BUTTE COUNTY DEVELOPMENT SERVICES OCCUPANCY SEPARATION: NONE REQUIRED (TABLE 508.4) REGYD EXIT WIDTH WITH DISABILITIES WILL BE TOWED AWAY AT REVIEWED FOR ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 505) NUMBER OF EXITS REOV: OWNERS EXPENSE. TOWED VEHICLES MAY BE /CODE COMPLIANCE I ALLOWABLE AREA: 1'7,500 5.F. RECLAIMED AT -------------- OR BY (� " DATE "I ACTUAL FLOOR AREA: 10,500 S.F. TELEPHONING --- -------------- —�--r.�_BY_ — ALLOWABLE STORY/HEIGHT: 2 STORIES / 55 FEET 1/2" ROUND GALVANIZED STEEL PIPE ARKING SURFACE ACCESSIBLE FARKINO 51ON H-7.1 NOT TO SCALE LIST OF SHEETS SHEET DESCRIPTION OF SHEET I SITE PLAN, CODE ANALY515 4 SCOPE OF WORK 2 FLOOR PLAN 5 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 4 LIGHTING GALLS 51.1 STRUCTURAL GENERAL NOTES, FOUNDATION PLAN r STRUCTURAL DETAILS GG GALGREEN E A N A L By: GOVERNING CODES: 2015 GBG FIRE -RESISTANCE RATIN65: O -HOUR (TYPE IIB TABLE 601) 2015 CEO EXTERIOR WALL SEPARATION: O -HOUR, 2015 CFO I 2015 CMG RATED CONSTRUCTION: CHAPTER1 2015 CFG2015 CALIF. HEALTH SAFETY CODE PROJECTIONS: NON RATED (SECTION'iO4.2) AMENDMENTS 2015 CALIF. ENERGYGORE EFFICIENCY OPENINGS: UNLIMITED UNPROTECTED OPENINGS STANDARDS, ZONE 1I (TABLE '705.8) 2015 CALIF. ACCESSIBILITY REG2UIREMENTS AMERICANS WITH DISABILITIES ACT 2012 EDITION NFPA 101 AUTOMATIC SPRINKLER: NONE REQUIRED AND NONE 2015 GGB5G INSTALLED (SECTION qo5) OCCUPANCY GROUP: GROUP 51 - WAREHOUSE OCCUPANT LOAD: WAREHOUSE: 10,500/500 = 21 OCG. OCCUPANCY SEPARATION: NONE REQUIRED (TABLE 508.4) REGYD EXIT WIDTH (21 OCG.) (.20) = 4.2 IN ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 505) NUMBER OF EXITS REOV: I ALLOWABLE AREA: 1'7,500 5.F. ACTUAL FLOOR AREA: 10,500 S.F. ALLOWABLE STORY/HEIGHT: 2 STORIES / 55 FEET ACTUAL STORY/HEIGHT: I STORY / 25'-6"GONBTRUGTION TYPE: (SECTION 602.5 AND a ATBLE1505) 00 M v LULSEP 1 om Revision: Date: • By: Q 8-31-16 05 LL I Na, N o0 M �+ U � i N a 00 M v � Q Z Q z Qi O Q AA CA��F �k No. 21283 E 7/17 OOSAL RANCH METAL SLOG. Date JULY 2016 Scale Drawn CA5 job 16-2165 Sheet Of Sheets CONC. LANDING H/ 2% MAX. SLOPE FLUSH ® THRESHOLD H/ F.F. PER /�,� O FLOOR PLAN 1/511 = I'-0" � TACTILE EXIT S I ONAOE : WHERE EXIT 510NA67E IS REQUIRED INSTALL EXIT DOOR TACTILE SIGNAGE WITH THE WORD "EXIT" IN 5AN5 SARIF UPPERCASE RA15ED 0�2"9 LETTERS. LETTERS SHALL CONTRAST WITH THEIR BACKGROUND. THE BACKGROUND SHALL BE OF moi -scut -1 t wAnrr= �ED AL=t_ CIAIIGL aLldl I Qi- (1JC,Tal 1 Pn ., �-� - -- T - - - -- - - l _ -_ - - ----- PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE �, DATE '� I BY `/ � REVIEWED FOR CODE COMPLIANCE Revision: Date: By: A 8-51-16 GS N M +� PC Mei U � U CW F+I o � a - ` 00 M r�Nry-i z m T , 0�� O . .. H=1 N w- ARCy Y * No. C, 28 RE 7/1 CAS OOSAL RANCH METAL BLDG. Date JULY 2016 Scale Drawn GAS Job I6-2165 Sheet 2 Of Sheets 2 a IV: 00 N ri (0 T-1 O Cn � �Rti METAL BUILDING GREGORY A. PEITZ DI. a _ N N N �° FOR: GOSAL RANCH ARCHITECT rmz0 r . N AT: 207 TOWNS HIP ROAD 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 N W GRIDLEY, CALIFORNIA Email: gregpeitz@sbcglobal.net 8/31/20161:28:50 PM ULATED LOAD _(NEC 215,5) 0 'VA 0 VA 0 VA ULATED LOAD'WITH DEMAND FACTORS ( NEC 215.6 ) ENERALLOAD 0 V O VA 0 VA ECEPTACLE LOAD (NEC TABLE 220.44) TITLE J FED FROM MSWBD IST 10,000W 0 VA 0 VA O VA t ONTINUOUS LOAD (NEC 2151j OVA 0 VA 0 VA t PLUS 25% OVA 0 VA 0 VA 0% (NEUTRAL) NEC 215.2(A) EX NO 2 HI VOLTAGE Nonresidential t OTOR LOAD (NEC 430:24) 0 VA 0 VA O VA f PLUS 25% OF LARGEST MOTOR O VA 0 VA 0 VA PANEL P1 For derolkd tnstrucv—s ort the use of tis" ;n=.# F';7w—F—ffkJ ... y5torpihri, cvmpkorrce donrmems, leferto the Noll—friFrr[o1 Mon -t prrbrrshed by the CtiRfornm Energy Conrm:sston. vE5 NO FEEDER TITLE J FED FROM MSWBD Condit—CIFloor Area: 0 V NRCC-RTI-02-T NUMBER OF CONDUITS 1 11 #CIRCUITS Area: 10,500 42 Tailored Method Worksheets FEEDERCONDUIT 2112" BuildingType: HI VOLTAGE Nonresidential 240 High -Rise Residential WIRE SIZE L1 #250 ❑Schools LOW VOLTAGE Relocatable Public Schools 120 Conditioned Spaces WIRE SIZE L2 (HI -LEG) ilei Phase of Construction; PHASE .New Construction 3D Addition WIRE SIZE L3 #250 Method oil Compliance. DESIGN LOAD AMPS Complete Building 200 Area Category WIRE SIZE NEUTRAL #250 Project Address: 207 Township Road NEUTRAL BUS direct/irdiretti Luminaire YES '603) WIRE SIZE GROUND #4 0 iswil GROUND BUS ❑ YES ❑ ❑ AVAILABLE FAULT CURRENT AT THIS PANEL 11,795 ❑ H FUSE SIZE AMPS (1-1 &L3) 200 ❑ ❑ FUSE SIZE AMPS ( L2) H 80 � ❑ t nter Sum total of all pages into NROr LTI- DISPLAY VOLTAGE DROP OYE; Pagel ❑ ❑ 1.4o� ❑ METER AND OR CT UNDERGROUND OR OVERHEAD ARcy CJ�'�GORY A• INSTALLED WATTS PAGE TOTAL 6,024 UFER GROUND No. C21283 RE 7/ FCA is 000, GOSAL RANCH METAL BKR CIRCUIT DESCRIPTION I VA Date JULY 2016 VA I CIRCUT DESCRIPTION BKR. # 20 HIGH BAY LIGHTING G OA5 L1 G OUTLETS 20 2' r57 G L2 G 4 20 HIGH BAY LIGHTING G L3 G OUTLETS 20' 6" 20 EXTERIOR LIGHTING G L1 G 8' 9 G L2 G 10 11 20 HIGH BAY LIGHTING IGI L3 I G 1 12 13 20 EXITLIGHTiNG IGI L1 G 14 15 IGI L2 G 16 17 G L3 G 18 19 IGI Ll G 20 STATE OF CALIFORNIA INDOOR LIGHTING A. General Information For derolkd tnstrucv—s ort the use of tis" ;n=.# F';7w—F—ffkJ ... y5torpihri, cvmpkorrce donrmems, leferto the Noll—friFrr[o1 Mon -t prrbrrshed by the CtiRfornm Energy Conrm:sston. vE5 NO FORM TITLE J Climate Zone: Condit—CIFloor Area: 0 V NRCC-RTI-02-T Lighting Controls, CenifkareofComoliance, and PAF calculation, All Pages required on plans for an suhmittafs. office Portable Luminaire Sched Wk Office Instal led Portable Lurdina� re Waits Per Square Foot 11 1 Unconditlomed Floor Area: 10,500 NRCC ILTI 04-E Tailored Method Worksheets 6 7 8 NRL'CILTI-65-E BuildingType: 10 Nonresidential ❑ High -Rise Residential ❑ Hotel/Motet ❑Schools i❑ Relocatable Public Schools ❑ Conditioned Spaces LI Unconditioned Spaces Phase of Construction; Ila .New Construction ❑ Addition ❑ Alteration Method oil Compliance. '10 Complete Building 6 Area Category ❑ Tailored - Project Address: 207 Township Road Unrotilltaned NRCCdTFO?-Epage 1 direct/irdiretti Luminaire '603) 8. Lighting Compliance Documents (uefect yes for Qwh document Included) For derolkd tnstrucv—s ort the use of tis" ;n=.# F';7w—F—ffkJ ... y5torpihri, cvmpkorrce donrmems, leferto the Noll—friFrr[o1 Mon -t prrbrrshed by the CtiRfornm Energy Conrm:sston. vE5 NO FORM TITLE J NRCC-1LTI�pll CefiOkate of CoMrwm& AR Pages ivolu ed on plans fts al submil V NRCC-RTI-02-T Lighting Controls, CenifkareofComoliance, and PAF calculation, All Pages required on plans for an suhmittafs. office Portable Luminaire Sched Wk Office Instal led Portable Lurdina� re Waits Per Square Foot NRCL-ILT603-E [Moor Lighting Pourer Allowahre I NRCC ILTI 04-E Tailored Method Worksheets 6 7 8 NRL'CILTI-65-E Line. VohageTrack Lighting Worksheetx G. Installed Portable LuntInalres In ONfices -Exception to Section 140.6(a) Date: ❑ This section shallbe filled out ONLLY for portable luminaires in offices. (As defined in § 100.1). All other planned portable luml hires shall be dam mented an nest page of this compliance form. Indoor Lighting Power for Conditioned Spaces ❑ This section Isused to detemninerflimater than 01 wards of portable righting Is planned for any office ❑ field Inspector ❑ 01 out a separate line for each dlffierent office. Small offices that are typical (havingthe same general and portable lighting)may be. grouped together. This allowance shall not be traded betweenoff nes having dNierent fighting systems... Lntades office Portable Luminaire Sched Wk Office Instal led Portable Lurdina� re Waits Per Square Foot Office Location Field lox pector 1 2 3 4 5 6 7 8 9 ]0 - - - Instated NRCC-LTI-01-E, page 3 If Fs03, How wattage was det—Il r�� ,q, MinusLightingControiCredits Minus Lighting Control Credits :portable Pass Watts amer NRCC.LTI-02-E, page 2 tm PC 4. I—moire ,, per zero; ldemRV Offkewee In m Ira. Description Complete loan a Desc pfbn J wattsIn This Wflt e x - o square G05 x 607 too d .Gilt1 which" reportable 'Pass Fag Ium to are Ill ras Le, LEE, undw cabimt f rmme moumted Watts per Allowed lighting Power 0 16o2x 6' (f -0e / 0.31. Unrotilltaned NRCCdTFO?-Epage 1 direct/irdiretti Luminaire '603) Goy) (G06-0.3) 0 iswil ❑ ❑ 9 ❑ ❑ ❑ ❑ H ❑ ❑ ❑ ❑ H ❑ ❑', "❑ � ❑ t nter Sum total of all pages into NROr LTI- Tntalinstalledportable luminaire wattsthat are greaterthan Glwatts per square font perofBce: OYE; Pagel eT TEOF'CALIFORNIA INDOOR LIGHTING CE. NFiCG-LTtU 1-E'fies(s Ogi .7101-E. CE RTIFIGTE Of COM PLO C. Summary of Allowed Lighting Power Date: Conditioned and Unconditioned space Lighting must not be combined for compliance Q YES NO Form/Title Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces ❑ field Inspector Watts OField Inspector Watts Lntades Installed Lighting 0 Installed Lighting 6,0 24 1. . NRCC.LTI-01-E, 4 4 NRCC-LTI-01 F, 4 i 2i PORTABLE ONLY FOR OFFICES e- - NRCILTI-06-I-Must be subnYmed:foradditional wattage installed in a video conferencing studio to be recognized for. NRCC-LTI-01-E, page 3 compliance. How wattage was det—Il r�� ,q, MinusLightingControiCredits Minus Lighting Control Credits - 0 Pass NRCC-LTI-W-E; p page2 - 0 NRCC.LTI-02-E, page 2 tm PC 4. AdjuxlM Installed Lighting. Power 0 Adjusted Installed Lighting Power " 8.,024 mw 1 plusrow 2 minus mw 3) - (row 1 minus raw 31 5. ComptlesONLY'd installed S Allowed •Complies 'ONLY :if Installed 5 Allowed Allowed lighting Power 0 Allowed L'Ighting Power 0i300 6' Conditioned NRCC-LTI-93-E 'age I Unrotilltaned NRCCdTFO?-Epage 1 D. Declaration of Requited Installation Certificates Date: Declare by selecting yes for ail Installation Certificafesthat will be subm'Itted. (Retain. Copies and verify form are completed and signed.) Q YES NO Form/Title GS v. NRCJ-LTI-DI-F- Must be submitted for all buildings ❑ field Inspector NRCI-LTI-02-E - Must be submitted for a lighting cornrol system, or for an Energy Management Control System (EMt3), a OField Inspector ' to be FetOgruizeE for comoliartce. Lntades NRCI-LTI-03-E- Must be. SUbrriitted far a lbso-vokage track lighting integral current limiter, or for a supplementary ❑ Field Inspector r overcurrem protection panel used to energiie,only Yoe-yoftage track noting be recognized for compliance.. C NRO-LTt-04-E- Must be submitted fortwo inte. locked systems serving an auditorwm, a convention center, a. ❑ Fieldlnspector ! conference.room, amuffip:irpmedoom, or a theaterto be recognized for eompfiance. G NRCI-Ll 1-05-E- Must be submitted for a Power Adjustment factor (PAF) to be recagnized for complance. ❑Held Inspector NRCILTI-06-I-Must be subnYmed:foradditional wattage installed in a video conferencing studio to be recognized for. ❑Field Inspector compliance. How wattage was det—Il r�� ,q, H. INDOOR LIGHTING SCIFEDLA2 and FIELD INSPECOON ENERGY CHECKLIST Date: By: Q 8-31-16 GS Luminabe Schedule instated Watts Lntades Reidlnspector A B C D E F G M E € Complete Lunlnatre Description pe, 3 lamp flriorescera troffer, F32T8, one dmmebi-4ec rdMcbaRMt) n T. How wattage was det—Il r�� ,q, L '�' 5 .F; E. 'PrhrwyFlMtion a" In which these hmahaires are InstaOed Pass Fag tm PC 4 P ❑ 13mefhorl-IRI aA 324.0 p ❑ B ❑ ❑ � � W ❑ ❑ 0 iswil ❑ ❑ 9 13 ❑ ❑ ❑ H ❑ ❑ ❑ ❑ H � � ❑ ❑ 1.4o� ❑ ❑ ARcy CJ�'�GORY A• INSTALLED WATTS PAGE TOTAL 6,024 Interium total of a 11 pages into NRCC-LTI-01-F;:Paget No. C21283 E. Declaration of Required Certificates oT Accepran[e Declare by chetking al W the CertificateS of Acceptance that will be subuff, Rted. (Reta In to pies and verify forms are ce, ni pleted ant signed:l YES NO Fornril'TiTle NRCA-LTI-02-A-.Must be submitted for otcupan cy sensors and automatic time Switchcontrols. ❑ Field inspector y NRCA-LTI-03-A-Must be submitted. for automatic daylight controls. led Inspector NRCA-1.1I-04-A -Mustbe submitted for demand responsivefightingcontrols.: ❑ Fieltl Inspector. A separate Lighting Schedare Must ge Fgied Our for Condrtiuned a"d U=nd;riored Spades, Er sto@ed L'd*t rV Power Fsted ori this Lighting Schedule is onlyfor ❑ CONDITIONED SPACE ❑ ONCONOITIONED SPACE DOCUMENTATION AUTHOR'S DECLARATION STATEMENT L- I.cenRym t this Cennicate of Compgance documentation Iseccurate acdcomplete.. ... y/... tbb,nwe C-G,rF>Narre: pvme1--A—r1 i.- Moura .Kra al Atowsa Yazdanfar p s .amraosc - Pmr Ener9Y Compliance Services 8t712016 —ne: 5702 Hersholt Avenue 'az:4e.emaaniramaa5bry+la.pPlmbnl.l: cmysnorrzla: Lakewood. CA 90712 r[ 562 467-3749 RESPONSIBLE PERSON'S DECIMATION STATEMENT I certify the fogowing odPerjury, under penalty of perjuunder the laws of the State of Cal fcirnia: I:Thelon nation imported -this .certificate of Compill litnre and correct corre 2 tam eligible under Division3: dithe Bush— and lvofesdom Code to accept responsihllityTorthe building design or system de,lgn IderiNfled on this CerrMeateofComMtance (responsible designer). :T The en M. yfeatves andpafermanCespteRlcadent materials, tomponents, and maMdfattvedtkwces for the building dRdgnor system design.ldmtffied on this:Cerghcatrof'. Compliance tonform to the remilre TsoliThie 24, Past i and Part 6 ofthe CaR erste, code Of Regulations. 4. The building design Features or system design features filmoned'on tris certificate of compliance are consistent with the meormaponprovldedonother, applicable compliance docurst nts,worksheets calculadons; plans ant gwlflcmlom submR[d to the willmement agengTor approval Midi this building owing application 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available whhthe bulking permit s) Issued for the hurl and made available to the enforcement wil-ry for 80 applicable trupectbre..'I unditV W that A completed signed coy of this Certificate of CompkanceIs requdfed to- be included with the demmentation the brlkler prouks to mo bu eft owner at ocupadcv. - tlnpernanroevgrer.rvan> ResponybkoMarrr 5lgnea,re: A—: lianfe: .anlate/na --- ------ — - -- -- - -- ------ - --- - - - -. --- - - - - - - r- - �T� _-_- .. - - - - .. ----- -- - -- ---- - -- - it I Revision: Date: By: Q 8-31-16 GS N ,atm v M ++ b a \ cis RO tm PC ae aA 7 7 � � W � 0 iswil 9 00M M H H � � Eli- 1.4o� ARcy CJ�'�GORY A• 01 No. C21283 RE 7/ FCA is 000, GOSAL RANCH METAL BLDG. Date JULY 2016 Scale D""n OA5 Job 16-2165 Sheet 4 Of Sheets 7 - IL a U) t 00 N T-1 O V-1 O N M oQROFESS/oj � C. GENERAL NOTES 150'-0" < 0 6 1 8� 6/30/1 1. GENERAL 4 5 *� C 1 V 1 \* 2 3 6 ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 25'-0" 23'-9" 25'-0" 25'-0" 25'-p» 25'-p„ FBF CA�� THE ENGINEER HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTSF5.5 .— (o OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY EGRESS F5_25 F5.25 F5.25 F5 25 F5.25 ob/2 (o/ 1 REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL o F3A --� r — — —� r — — I— THESE PLANS HAVE BEEN REVIEWED DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE r — r f — r FOR COMPLIANCE ONLY WITH THE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN D— — — — — — — ATTACHED STRUCTURAL L =----------- I I------------ I I------------ I I'o.----------- Iz %—i ------------ I I I � CALCULATIONS THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. — — — THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, - SCAFFOLDING, ETC. �j (1) #4 HAIRPIN 30' I /�r��► -cMv I TYPICAL, (18) PLCS IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, I THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE F3C I i / STRUCTURAL PLAN NOTES: 383 Rio Lindo Ave. REVIEW OF THE ENGINEER. � I 1. VERIFY ALL DIMENSIONS, ELEVATIONS, COLUMN Suite 200 ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE C L e I PEDESTAL SIZES/HEIGHTS AND EDGE Chico, CA 95926 LOCATIONS, CONTRACTOR OR OWNER. PROVIDE 3 4 DEEP OF SLAB LOCATIONS WITH METAL BUILDING DRAWINGS BY METALLIC, STAMPED AND SIGNED � I � P. 530.592.4407 SAWCUT FOR CRACK BY AN ENGINEER LICENSED IN CALIFORNIA. / ( SummitChico.com SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1704 OF THE I CONTROL AT 1©'-0" BOLTS SHALL BE MAX SPACING IN BOTH 1 2 THE LAYOUT PROVIDED BY METALLIC. LLMETALLIC CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: I DIRECTIONS. BUILDINGS HAS PROVIDE ANCHOR BOLT DIAMETER HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE o o REQUIREMENTS FOR ALL COLUMN LOCATIONS. I a I I ALL ANCHOR BOLTS SHALL BE EMBEDDED INTO I `-a THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD N I CONCRETE FOOTING PER DETAIL 1/S1. AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE3. I I ,a SUMMIT STRUCTURAL DESIGN HAS NOT DESIGNED I ,j SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. I THE SLAB ON GRADE, HOWEVER AT A MINIMUM THE FOLLOWING IS RECOMMENDED: SPECIAL INSPECTOR SHALL BE: MT HALL & ASSOCIATES, CHICO, CA (530) 893-2181 i 6" THICK SLAB ON GRADE (6 SACK MIX) WITH I # F3C i FIBER MESH AND #3 REINFORCING AT 16" O.C. \ 1 E.W. PLACED AT THE CENTERLINE OF SLAB OVER 2. SITE WORK /FOUNDATIONS g :e I 2" SAND, OVER 4" AGGREGATE BASE. USE WH MOISTURE BARRIER (ASTM E 1745) ERE L I t FLOORING OR MOISTURE SENSITIVE EQUIPMENT i ASSUMED MAXIMUM SOIL BEARING = 1500 PSF (NO SOILS REPORT PROVIDED) I WILL OVERLAY CONCRETE SLABS. USE CRACK / \ CONTROL JOINTS AS REQUIRED TO AVOID FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. UNINTENTIONAL CRACKING. Lij IF LOADING IS TO EXCEED 250 PSF A DESIGN FOR �- FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. d i THE SLAB ON GRADE SHALL BE REQUIRED. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. Q U 1 3. CONCRETE REINFORCING ( TYP. \ fY? / 3 / \ 4 5 W S1 / F5.25 S1 TYP. \ - / F5.25 S1 TYP. \ - �F5.5 z J CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O. I / \ / F5.25 \ / F5.25 \ — — / F5.25 \ — — _ 0 (DESIGNED BASED ON 2500 PSI MIN.) F3B 1 i — — — — _ — 1 I -------- I I------------ ------ ----- I I —_ --DOORALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. 2Lz__7 AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS L — — J L — — J L — — J m ML L Z « DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE 00 O MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT.5' < O .Q 5'-6" 14'-0" 5'-6" — 6" 14'-0" 5'-6" �� CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE W ACI CODE AND CBC APPENDIX, CHAPTER 19. 43 W ALL DIMENSIONS INCLUDING ANCHOR BOLT LOCATIONS AND SPACING SHA REINFORCEMENT COVER SHALL BE AS FOLLOWS: LL BE Q CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" TAKEN FROM THE FINAL "FOR CONSTRUCTION" SET OF METAL BUILDING MFR Q � to CONCRETE WITH SOIL OR WEATHER EXPOSURE: DRAWINGS. FOUNDATION DRAWINGS ARE GENERAL IN NATURE AND ONLY #5 BARS AND SMALLER 1 %" EMBEDMENT. x #6 BARS AND LARGER 2° REPRESENT FOUNDATION SIZES, REINFORCING, AND ANCHOR ROD p 0 EE CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" w REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. FOUNDATION PLAN O SCALE: 1/8" = 1'-0" O #5 AND LARGER REBAR SHALL NOT BE RE-BENT. f n (� PERMIT # `-t I ✓ (� ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BUTTE COUNTY DEVELOPMENT SERVICES BEFORE AND DURING CONCRETE PLACEMENT. REVIEWED FOR C DE COMPLIANCE � � % L BE PROVIDED NEW W O EXCESSIVE RUST. ILP VV I, ANCHOR BOLTS SHALL BE ASTM A 307 AND SHALL / _ _ _ _ _ .. _ __ _ DATE � BY�.____ ROLIL UP DOOR OPEEDGE OF NI GS 0 OF COLUMN � DRAINAGE BY OTHERS-_ 3±4 SLAB ON GRADE PER PLAN EDGE OF STEEL ---,,y —�—� STEEL COLUMN, ----i —�—�—� -- --- BY OTHERS SLAB ON GRADE II=III- o�Jobob° AT SIM CONDITION �� 4 VERT. AT 24" O.C. A.B. PER PLAN 01 4 2 -POUR FOUNDATION) VARIES HOOK REINFORCING AROUND BOLTS AT HAIRPIN TIE (2) #4 CONT. 1'-p„ TOP AND BOTT ... .......................... __...._...... -.._........_..... _..._.....__ . - oFOOTING SCHEDULE F2 FOOTING AT ROLL U P DOOR 5 - I I I I -Ii=�1> NOSCALE s1 REVISIONS: r' II I II SLAB ON GRADE A RTPC#1 08/26/16 NO SCALE S1 .I I(; II PER PLAN REVIEWED EDGE OF STEEL I I I I F- A.B. PER PLAN WHERE OCCURS w I m w � SLAB ON GRADE PER a_ J I I I I o w I=- o DRAINAGE BY OTHERS `,. PLAN WHERE OCCUR. N o I I I I v en a- YUj � II II Q�,o ANCHOR BOLT SCHEDULE r' A. B. TYPE A.B. SIZE FOOTING SCHEDULE A (2) 5/8" DIA 9" B—C (4) 5/8" DIA 9" D—G (4) 3/4" DIA 20" r MARK (DIM X) X (DIM Y) X (THICKNESS) REINFORCING F3A 3'-0" X 3'-0" X 2'-3" (5) #4 E.W., TOP & BOTT. F3B 3'-0" X 3'-0" X 2'-9" 6 4 E.W., TOP & BOTT. F3C 3'-0" X 3'-0" X 3'-0" 6 4 E.W., TOP & BOTT. F5.25 5'-3" X 5'-3" X 3'-0" 11 4 E.W., TOP & BOTT. F5.5 5'-6" X 5'-6" X 3'-0" 11 4 E.W., TOP & BOTT. (2) #4 CONT. 1'-p„ TOP AND BOTT ... .......................... __...._...... -.._........_..... _..._.....__ . - oFOOTING SCHEDULE F2 FOOTING AT ROLL U P DOOR 5 - I I I I -Ii=�1> NOSCALE s1 REVISIONS: r' II I II SLAB ON GRADE A RTPC#1 08/26/16 NO SCALE S1 .I I(; II PER PLAN REVIEWED EDGE OF STEEL I I I I F- A.B. PER PLAN WHERE OCCURS w I m w � SLAB ON GRADE PER a_ J I I I I o w I=- o DRAINAGE BY OTHERS `,. PLAN WHERE OCCUR. N o I I I I v en a- YUj � II II Q�,o ANCHOR BOLT SCHEDULE r' A. B. TYPE A.B. SIZE EMBEDMENT A (2) 5/8" DIA 9" B—C (4) 5/8" DIA 9" D—G (4) 3/4" DIA 20" r H (2) 5/8" DIA EXP. ANCHOR PER CONT'R 1 1 (4) 1" DIA 20" R CODE COMPLIA,N( E SEP 0 3 201a INTERWEST )NSULTING GROUP DATE: 06/14/16 a° N SCALE: 1/8.1 = 1'-0" CfJ�dob = I ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH SLAB ON GRADE I--T�1i1I -_ REINFORCING PLATE WASHER 1/2" X 2 1/4" X 2 1/4" SECURED WITH DOUBLE NUTS, TYP. DRAWN BY: A� AT SIM CONDITION o #4 VERT. AT 24" 0. C. PER SCHEDULE I C� 2 -POUR FOUNDATION JOB NUMBER: 16-239 ( ) 3" CLR NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY METALLIC (1) #4 CONT. EQUAL EQUAL METAL BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL NON—STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR SHEET: TOP AND BOTT DIM PER SCHEDULE MAY NOT HAVE BEEN SHOWN ON THIS PLAN. CONTINUOUS FOOTING 4 DETAIL AT SPREAD FOOTING 3 ANCHOR BOLT SCHEDULE 1 sl S 1 NO SCALE S 1 NO SCALE. L�lj NO SCALE _ I Iii 1 2013 CALGreen NON -Residential Mandatory Measures Planning and Design Site Development 5.106.1- Storm Water Pollution Prevention - Newly constructed projects and additions which disturb less than one acre of land shall prevent the pollution of stormwater runoff from the construction activities through one or more of the following measures: 5.106.1.1- Local ordinance. Comply with a lawfully enacted stormwater management and/or erosion control ordinance. 5.106.1.2 - Best Management Practices (BMP). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMP. 5.106.4 - Bicycle Parking - For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2. 5.106.4.1- Bicycle Parking - Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1- Short-term bicycle parking - If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 ft. of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a min. of one two -bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular spaces. 5.106.4.1.2 Long-term bicycle parking - For new buildings with over 10 tenant -occupants or for additions or alterations that add 10 or more tenant vehicular parking, spaces, provide secure bicycle parking for 5% of the tenant vehicular parking spaces being added, with a min. of one spiace. 5.106.4.2 - Bicycle Parkin For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2. Y g - P Y 5.106.4.2.1- Short-term bicycle parking - Provide permanently anchored bicycle racks within 200 ft. of the student entrance, readily visible to passers-by, for 5% of student population based on the total occupant load of the campus with a min. of one two -bike capacity rack. 5.106.4.2.2 Long-term bicycle parking - Provide secure bicycle parking for 5% of the employees, based on the total number of motorized vehicle parking capacity In the staff parking lot, with a min. of one space. 5.106.5.2 - Designated Parking - In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low -emitting, fuel-efficient and carpool/van pool vehicles as shown in Table 5.106.5.2. 5.106.5.2.1- Parking stall marking - Paint, in the paint used for stall striping, the following characters such that the lower edge of the lat word aligns with the end of the stall striping and is visible beneath a parked vehicle: CLEAN AIR/ VANPOOL/EV ll comply with the following: 5.106.8 Light Pollution reduction -Outdoor lighting systems shall be designed and installed to c p y fi in ha ter 10 of the California Administrative Code• and 1. The min. requirements in the California Energy Code for Lighting Zones 1-4 as defined Chapter , 2. Backlight, Uptight and Glare (BUG) ratings as defined in IES TM -15-11; and 3. Allowable BUG ratings not exceeding those shown in Table 5.106.8, or ion 1 1.7 whichever is more Comply with a local ordinance lawfully enacted pursuant to Sed 0 stringent. Exceptions: 1. Luminaries that qualify as exceptions in Section 140.7 of the California Energy Code. 2. Emergency lighting. Note: See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 5.106.10 - Grading and Paving - Site grading or drainage system away from building. Energy Efficiency Performance Requirements 5.201.1- Stay current with the California Energy Commission as he adopt mandatory building standards. Water Efficiency and Conservation Indoor Water Use 5.301.1- Meters - Separate submeters or metering devices shall be installed for the uses described in Sections 5.301.1.1 and 5.301.2. 5.301.1.1- New buildings or additions in excess of 50,000 s.f. 1. For each individual leased, rented, or other tenant space within the building projected to consume more than 100gal/day, including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm b. Makeup water for evaporative coolers greater than 6 gpm. c. Steam and hot-water boilers with energy input more than 500,000 btu/h 5.303.1.2 - Excess Consumption - A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. 5.303.2 - Water reduction - Plumbing fixtures shall meet the maximum flow rate values shown in Table 5.303.2.3 Exception: Buildings that demonstrate 20% overall water use reduction. In this case a calculation demonstrating a 20% rectae ion in the building "water use baseline" as established in Table 5.303.2.2 shall be provided. 5.303.2.1- Areas of addition or alteration -For those occupancies within the authority of the California Building d g Standards Commission asspecified in Section 103, the provisions of Section 5.303.2 and Section 5.303.3 shall apply to new fixtures or new fixtures in additions or areas of alteration to the building. 5.303.3 - Water conserving plumbing fixtures and fittings - Plumbing fixtures (water closets or urinals) and fittings (faucets and showerheads) shall comply with the following 5.303.3. - Water closets - The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSence Specification for Tank -type Toilets. 5.303.2 -Urinals - The effective flush volume of urinals shall not exceed .05 gallons per flush. 5.303.3.1- Single Showerheads - Showerheads shall have a max. flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSence Specifications for Showerheads. 5.303.3.3.2 - Multiple Showerheads serving one shower - When a shower is served by more than one showerhead, the combined flow rater of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. 5.303.4 - Wastewater reduction - Each building shall reduce by 20% wastewater by either the installation of water -conserving fixtures (water closets, urinals) or utilizing non -potable water systems complying with the California Plumbing Code. 5.303.6 Standards for plumbing fixtures and fittings Plumbing fixtures and fittings shall be installed in accordance with the Californiarnia Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code and in Chapter 6 of this code. Outdoor Water Use 5.304.1- Water Budget - A water budget shall be developed for landscape irrigation. 5.304.2 - Outdoor potable water use - For new water service or for addition or alteration requiring upgraded water service for landscaped areas of at least 1,000 s.f. but not more than 5,000 s.f. separate submeters or metering devices shall be installed for outdoor potable water use. 5.304.3 - Irrigation Design - New projects install irrigation controllers and sensors for landscaped areas between 1,000 s.f. and 2,500 s.f. 5.304.1- Irrigation Controllers - 1. Controllers shall be weather- or soil moisture based 2. Weather based controllers without integral rain sensors or communication systems have a separate wired orwir less rain sensor. Soil moisture -based controllers are not requited to have rain sensor Input. Material Conservation and Resource Efficiency Water Resistance and Moisture Management 5.407.1- Weather Protection - Provide a weather -resistance exterior wall foundation envelope as required by California Building Code Section 1403.2 and California Energy Code Section 150, manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 - Moisture Control - Employ moisture control measures by the following methods: 5.407.2.1- Sprinklers - Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 - Entries and openings - Design exterior entries and/or openings subject to foot traffic or wind -driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1- Exterior door protection - Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 ft. around and perpendicular to such openings plus at least one of the following: An installed awning at least 4 ft. in depth, the door is protected by a roof overhang at least 4 ft. in depth, the door is recessed at least 4 ft. in depth or other methods which provide equivalent protection. 5.407.2.2.2 - Flashing - Install flashings integrated with drainage plane. Construction Waste Reduction Disposal and Recycling 5.408.1- Construction Waste Management - Recycle and/or salvage for reuse a min. of 50% of the non -hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 and 5.408.1.3; or meet local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1- Construction Waste Management Plan - A construction waste management plan shall be submitted. 5.408.1.2 - Waste Management Company - Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Exceptions to Section 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-cleaing debris. . 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 - Waste Stream reduction alternative - The combined weight of new construction disposal that does not exceed 2lbs per s.f. of building area may be deemed to meet the 50% min. requirement as approved by the enforcing agency. 5.408.1.4 - Documentation - Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 5.408.1.1 through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. 5.408.3 - Excavated soil and land clearing debris - 100% of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be . reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception - Reuse, either on -of off site, of vegetation or soil contaminated by disease or pest -infestation Building Maintenance and Operation 5.410.1 Recycling by occupants. - Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of . non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. 5.410.1.1- Additions - All additions conducted within a 12 -month period under a single or multiple permits, resulting in an increase of 30% or more In floor area, shall provide a recycling areas on site. Exceptions: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 - Sample ordinance - Space allocation for recycling areas shall comply with Chapter 18, part 3, Division 30 of the Public Resources Code. 5.410.2 - Commissioning - For new buildings 10,000 s.f. and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner's or owner representative's project requirements. All building operating 5.410.2.1- Owner's or Owner representative Project Requirements - The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the projects begins. 5.410.4 - Testing and adjusting - Testing and adjusting of systems shall be required for new buildings less than 10,000 s.f. of new systems to serve and addition or alteration subject to Section 303.1. 5.410.4.2 - Systems - Develop a written plan of procedures for testing and adjusting systems. Systems to Ibe included for testing and adjusting shall Include, as applicable to the project: HVAC systems and controls; indoor and outdoor lighting and controls; wateir heating systems; renewable energy systems; landscape irrigation systems; and water reuse systems. . 5.410.4.3 - Procedures - Perform testing and adjusting procedures in accordance with manufacture's speciifications and applicable standards on each system. 5.410.4.3.1- HVAC balancing - In addition to testing and adjusting, before a new space -conditioning system serving a building or space is operated for normal use, the system is to be balanced. 5.410.4.4 - Reporting - After completion of testing, adjusting and balancing, provide a final report of testinig signed by the individual responsible for performing these services. 5.410.4.5 - Operation and Maintenance Manual - Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. 0 & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1- Inspections and reports - Include a copy of all inspection verifications and reports required by the enforcing agency. Environmental Quality Fireplaces 5.503.1- General - Install only a direct -vent sealed combustion gas or sealed wood-buming fireplace, or ai sealed woodstove or pellet stove, and referto residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. - 5.503.1.1- Woodstoves Woodstoves and pellet stoves shall comply with U.S. Epa Phase II emission limits where applicable. Pollutant Control 5.504.1.3 - Temporary Ventilation - The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. Replace all filters immediately Prior to occupancy, orif the building is occupied during alteration, at the conclusion of construction. 5.504.3 - Covering of duct openings and protection f mechanical equipment during construction - Cover dudopenings and protection of mechanical equipment during construction. 5.504.4 - Finish material and pollutant control - Finish materials shall comply with Sections 5.404.4.1 through 5.504.4.4 5.504.4.1- Adhesives, sealants and caulks - Adhesives, sealants, and caulks used on the project shall meet: the requirements of the following standards: 1. Adhesives , adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168'VOC limits, as shown in Tables 5.504.1 and 5.504.4.2. 2. Aerosol adhesives, and similar unit sizes of adhesives, and sealant or caulking compounds (in unit of products, less packaging, which do not consist of more than 16 fluid oz.) shall comply With statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 5.504.4.3 - Paints and Coatings - Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3 unless more stringent local limits apply. 5.504.4.3.1- Aerosol Paints and Coatings - Aerosol paints and coatings shall meet the PWMIR Limits for RAC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of CCR, Title 17, commencing with Section 54520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation Rule 49. 5.504.4.4.3.2 - Verification - Verification of compliance with this section shall be provided at the request of the enforcing agency. r in 04.4.4 5.504.4.4 Carpet Systems -All carpet installed in the building interior shall meet the testing and product requirements of one of the standards listed 5 5 5.504.4.4.1- Carpet Cushions - All carpet cushion Installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program 5.504.4.4.2 - Carpet Adhesive - All carpet adhesive shall meet the requirements of Table 5.504.4.1 5.504.4.5 - Composite Wood Products - Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified In ARB's Air Toxic Control Measure for Composite Wood. 5.504.4.5.3 - Documentation - At least one of the following shall be provided for 5.504.4.5: 1. Product certifications and specifications 2. Chain of custody 3. Product labeled and invoiced as meeting the Composite Wood Products regulations 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards S. Other methods acceptable to the enforcing agency. 5.504.4.6 - Resilient Flooring Systems - For 80% of floor a rea receiving resilient flooring, installed resilient flooring shall meet at least one of the following: 1. Certified under the Resilient Floor Covering Institute FloorScore program. 2. Compliant with the VOC - emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010; 3. Compliant with the California Collaborative for High Performance Schools Criteria Interpretation for EQ 2.2 dated July 2012 and listed in the CHPS High Performance Product Database; or 4. Compliant with CDPH criteria under the Greenguard Children's & School Program. 5.504.4.6.1- Verification of Compliance - Documentation shall be provided verifying the resilient flooring materials meet the pollutant emission limits. i for i and return air prior to occupancy. Installed 5.504.5.3 Filters - In mechanically ventilated buildings, provide MERV 8 or better air filtration media o outs de a et p filter shall be clearly labeled by the manufacture indicating the MERv rating. 5.504.7 - Environmental Tobacco Smoke Control - Prohibit smoking within 35 ft. of building entries, outdoor air intakes and operable windows where outdoor areas are provided for smoking, and in buildings. Indoor Moisture Control 5.505.1- Indoor Moisture Control - Buildings shall meet of exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 and Chapter 14. Indoor Air Quality 5.506.1- Outside Air Delivery -For mechanically or naturally ventilated spaces in buildings, shall meet the m inimum requirements of Section 120.1 of the 2013 California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 - Carbon Monoxide Monitoring - For buildings or additions equipped with control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the 2013 California Energy Code, Section 120(c)(4). Environmental Comfort 5.507.4 - Acoustical Control - Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTME 90 n i accordance with ASTME 1332. r In r n Transmission Class determined n acro and ASTME 413 or Outdoor -Indoor Sound OITC 5.504.4.1- Exterior Noise Transmission, prescriptive method - Wall and roof -ceiling assemblies exposed ito the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30. 5.507.4.1.1- Noise Exposure Where Noise Contours are not readily available - Buildings exposed to a noise level of 65 dB L -1 hr. during any hour of operation shall have building, addition or alteration exterior wall and roof -ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45, with exterior windows of a minimum STC of 40. 5.507.4.2 - Performance Method - For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof - ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environmental attributable to exterior sources that does not exceed an hourly equivalent noise level of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1- Site Features - Exterior features such as sound walls, or earth beams may be utilized as appropriate to the building, addition or alteration project to mitigatesound migration to the interior. 5.507.4.2.2 - Documentation of Compliance - An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 - Interior Sound Transmission - Wall and floor -ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Outdoor Air Quality 5.508.1- Ozone Depletion and Greenhouse Gas Reductions - Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 508.1.2. 5.508.1.1 -Chlorofluorocarbons (CFC's) - install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 - Halons - Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.508.2 - Supermarket Refrigerant Leak Reduction - New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 s.f. or more conditioned area, and that utilize either refrigerated display case, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high -global -warming potential (high -GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems Include both new facilities and the replacement of existing refrigeration systems In . existing facilities: 5.508.2.1- Refrigerant Piping - Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameters (OD) less than V, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1- Threaded Pipe - Threaded connections are permitted at the compressor rack. 5.508.2.1.2 - Copper Pipe - Copper tubing with an OD less than V may be used in systems with a refrigerant charge of 5 lbs or less. 5.508.2.1.3 -Flared Tubing Connections - Double -flared tubing connections may be used for pressure controls, valve pilot lines and oil 5.508.2.1.4 - Elbows - Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 -Valves - Valves and fittings shall comply with the California Mechanical Code and as follows: 5.508.2.2.1- Pressure Relief Valves - For vessel containing high -GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the Inlet of the pressure relief valve. 5.508.2.2.1.1- Pressure Detection - A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 -Access Valve -Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1- Valve Caps - For systems with a refrigerant charge of 5 lbs or more, valve caps shall be brass or steel not plastic. 5.508.2.2.2.2 - Seat Caps - If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1- Chain Tethers - Chain tethers to fit over the stem are required for valves designed to have seal caps. 5.508.2.3 - Refrigerated Service Cases - Refrigerated service cases holding food products containing vinegar and shall shall have evaporator coils of corrosion -resistant material, such as stainless steel; or be coated to prevent contusion from these substances. 5.508.2.3.1- Coil Coating - Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 - Refrigerant Receivers - Refrigerant receivers with capacities greater than 200 lbs shall be fitted with a device that indicates the level of refrigerant in the receiver. 5.508.2.5 - Pressure Testing - The system shall be pressure testing during installation prior to evacuation and charging. 5.508.2.5.1- Minimum Pressure - The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 prig minimum. 5.508.2.5.2 - Leaks - Check the system for leaks, repair and leaks, and retest for pressure using the same gauge. 5.508.2.5.3 - Allowable pressure change - The system shall stand, unaltered for 24 hours with no more than a +/- one Ib. pressure change from 300 psi& measured with the same gauge. 5.508.2.6 -Evacuation - The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1- First Vacuum - Pull a system vacuum down to at least 1000 microns, and hold for 30 minutes. 5.508.2.6.2 - Second Vacuum - Pull as second system to a minimum of 500 microns and hold for 30 mins. 5.508.2.6.3 - Third Vacuum - Pull a third system vacuum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. 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REVIEWED FOR CODE COMPLIANCE PERMIT #ll (G -1 �19_ _SEP 0 7 2016 - -- BUTTE COUNTY DEVELOPMENT SERVICES I NT.ER WEST REVIEWED FOR N CONSULTING GROUP ODE COMPI.IANCI [PeY DATE '� NOTA: THE PROJECT MANAGER OR 6ENERAL GONTRAGTOR WILL BE THE RESPONSIBLE PERSON TO GOLLEGT ?.ND PROVIDE \/ERIFIGATION OF GALOREEN GOMPLIANGE TO THE BUILDING INSPEGTOR PRIOR TO BUILDING FINAL. Revision: Date: By: NO F1111,111,111 r_ <` 11111111111111111lin� 00 W en 4a 00U� _ �0 " ON O WImN.0 . ,C rn U@) 00 N �* o u Z .� a U ar bo U4; . : O e; �+� g o W h L/ C ..- W04 W o 09 04 en 00 M cmh w ..u•' f� LL����JJII ' a _,. ° I W .11-1-1W eo I F-4 V 4: -o,.. . `:_, . �_ > V Q4 W f.. s x O U S_0 AP C'y% , 0 * No. C 128 * N� Q 7 F L -C,OMMERG I AL GAL5REEN MANDATORY MEAWZE5 Date 2016 Scale Drawn Job Sheet CG Of Sheets \. C �i i a 1 i F i I