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Home My WebLink AboutB17-2928 039-370-1036• BLACK LETTERS CONCRETE OV UYIITE 6•nAx 12/11/2417 PC: INDEX OF.DRAUJINGS C1 SITE PLAN 4 NOTES Al ARCHITECTURAL PLANS S1 FOUNDATION PLAN 4 DETAILS G1 GREEN CODE CHECK -IST THE PLms FOR BUTLER PRE-ENGI1dEEi£D STEEL BUILDING, .NOB RT-1726916-01,WAVE BEEN REVELLED %HND ARE COMPATIBLE WITH THE OVERALL DESIGN OFTHIS PROJECTON" BE 7 E)CEPT MORN CONCRETE 19 TO BE PLACED DIRECTLY ALAI -T CRAOC-CONTROL JOINT$.EARTH URERE R SMALL BE 3S. ALL AHCHIOR BOLTS SMALL COECRi MOTH ASTM A-3OR..TITLE: gTORJY:E BUILDING ADDITION FOR GEORGE RAFE QIRL$sCN�pyREVISIONSarnian M45 WALMJT TREE LANE, CHIICO, CA 95913 g B pts DATE MARK NOTI SITE PLAN E NOTES �4LNORTH VALLEY BUILDING SYSTEMS CRANDALL ENGINEERING �'QF. e/3/ne Road -CNI ,O,.E CIA L B6928 MarOoea. CA PHONE 16801 846-7298T Ph� (2081 IJ/4/201, NOTED ATE: 11/4801, LL Q\U- C 1 v,AFYN2-C,.N.R Na' OF 11631 4 I PRACTICES' (BMPS) OUTLINED M THE CALIFORNIA STORM WATER QUALITY ASSOCIATIONHANDBOOG.NOVEMBER 7009 EDITION6. ANT BOIL TRACKED FROM THE SITE PITO THE PUBLIC STREET SMALL BE CLEANED UP AT TWE STANL' EY A'VE.' INACTIVE BOIL STOCKPILES SHALL BE COVERED. ACTIVE SOIL STOCKPILES SMALL BE COVERED PRIOR TO ANT FORECAST RAIN EVENT. %oNcRETE NOTES &MALL SE A COTEROALLY AVAILABLE TRANSIT- MIX PROPERLY - B. EROSIOCONTROL MEASURES SMALL BE MAINTAINED FOR TME DURATION OF CONSTRUCTIONCONCRETE - OR UNTIL ALL EXPOSED BOIL 18 COVERED WITH PAVING, VEGETATION OR OTHER FINISH - SURFACING AS SHOWN ON THE PLANS.817E NOTES pSEISMIC ALL EXPOSED WWACES IMIEDIATELT AFTER FINAL TOOELIG. .. DESIGNATED UWBH-CUT SHO N ON THE PLANS., 7. ALL CEMENT SMALL CO FORM TO ASTM STANDARD C -BO. ALL AOCAMI E9 SPALL.COW-ORI TO ASTM STANDARD C•33. .GENERAL . L ,ENGINEERRIO DESIGN LOADS. 3. CONCRETE USED FOR FOUAATICNS AND SLABS ON GRADE SMALL NAVE A MINMUM2B-DAT • - - I - - - - - - - - - _ IEIFOR:NG REQUIRED FOR STABILITY OF STEEL BUILDING AND IB ADEQUATE FORTO BAR AND SMALLER - GRADE 40 MY.40000. PSI) NORMAL CCPV'ERCIA-' USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. IFM BAR A!D LAR ER'- GRADE SO (FY.6OOQO PSI). HEAVY LOADING FROM STORED MATERIALS. RACKS. FORKLIFTS OR STATIONARY EQUIPMENT IB ANTICIPATED, THE ENGINEER SHOULD BE NOTIFIED ARID BLAB FEPUORCIN'G MAT BE WELDED ONLY AS ON" ON THESE RAN$. TALK E DIIN GTO HOLD FOR ALIGNMENT SMALL NOf BE ALLOWED UNXS9 APPROVED BT TRE . ROOF LIVE LOAD. MWPUt9 PER GBG GABLE 1601A1 WIND LOADING BAKED ON, 110 MPH/EXPOSURE 'G' P E T ALL'1 MID LARGER BAR PER AUS DW -W. PM1EAT NOT NOETGNEER PROVISIONS FOR PREVENTING GRO NDWATER INFILTRATION OR DAMPNESS fF THE REQUIRED FOR BAR SIZES % AND SMALLER BLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT 6. IEIAORCNG SMALL BE LAID O T TO MINIMIZE THE Nl9ER O' SPLICES. SPLICES LLNTINWS REINFORFENT FOR BAR SIZES 9 TRiII7" g. SMALL LAP AS'�NOTED ALL TME$,DA'iP•PROOFIG WITH PEA GRAVEL BASE. VISQUEEN AND 2. SAD TOPPI G15RECOMMENDED.IN .- 3. CRACK CONTROLL JOINTING SNOT N MAT BE ALTERED AT THE CONTRACTOR'S OPTION . R DE91GNi . PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY D' INTERVALS IN BOTHGRADE - DIRECTON,S. THE MAXIMUM SPACING SMALL IM NO CASE EXCEED 20'. URE MESH, 0. OR 2 -URE SPACES. W IOEVER 18 NEATER -SITE INSERT SUCH AS LP -STRIP OR KEY-KOLD M THE CONCRETE OR BT SAIDCUTTINGLOCATION CATEGORY, DRISK THE. CONCRETE AS SOON AS PRACTICA BLE AFTER PLACING, IF SAWCUTTNG 15 TO BAF$. TIE ABOVE D-T44CES SHALL BE INCREASED AN ADDITIO AL 30R. BE USED: AND NO SPECIAL JOINT DETAILS ARE SNOIIN ON THE PLAN CARE MUST SPLICE$ IN BARS LAMER THAN 9 SMALL BE OLLT AS SINN ON THE PANS. BE EXERCISED 50 AS NOT TO OUT HAIRPINS, FRAME TIES OR OTHER STRUCTURAL IEIFORCING.1 INLESB SAWN OIRERUSE. THE M IMM CLTCIETS COVER FOR REIFORCIG S. UNLESS RPECFIED OTHER ISE. FEIFORCING SMALL BE CGNTNUOUS THIROUGH THE CATEGORY, II IMPORTANCE FACTOR 10 7X17 FRAME HELD FIRMLY IN - . RACE WITH IXIX74 STAKES AT W - BHIBTPIGSEISMIC SG • 067 91 OIl 034 'SDS .094 ..Q 'OG FOR RILL PERR'ETERDRAISIELO' C BOTH SIDES NOT MORE THAN 6'SDI'. Cs • 0.1940 FRAME /, .03658 BRAZE -ANALYSES I -DRAINF E BT EOUIVALENT,LATERAL FORCE METHOD 'W HIL VISQIEEN LINER WITH,' - - 7. COKSTRlCTICN SHALLCOFORM TO THESE PLANS MID ALL' APPLICABLE DGES LAPPED D' GSEALED .. .. AREAMELD_ L_________CODESNND LOCAL ORDNANCE$ INGLUOMG THE FOLLOWING, STATE'BUILDING CODE, TITLE 74, PARE 7 W424• STAKES EA BIDE 6Z7016CALFOR/IA FRAME AS SWOIW7016 CALIFORNIA STATE ELECTRICAL CODETITLE 74, PART 3706 CALIFORNIA STATE MECHANICAL CODE. TITLE 24, PART , 7016 CALIFORNIA STATE PLUMEIM cope, ill1.e Z4, PARf 97016 DETAIL• CALIFORNIA STATE ENERGY CODE, TITLE 74, PART 6 7016 CALIFORNIA STATE FIRE CODE, TITLE 74, PART 9 CALIFORNIA GREEN BUILDING STANDARDSCODE. G 37016 PROPOSED STEEL BUILDING'SNALL BE DESIGNED BT OTHERS TO G6C AND MBMA REQUIREMENTS. MANFACTU ER SMALL PROVIDE SHOP DRAWINGS 7%D FRA'1E HELD FIFd'MLT WANDCALCULATIONS "" X STORAOE BLDG ,DITION AS REQUIRED BY LOCAL BUILDIG DEPARTMENT. PLACE WITH DOX74' STAKES AT BOTH SIDES NOT MORE THAN 6 4. EACHSUBCONTRACTOR SMALL eXAMNE THE PLAN$ CARE LILLY WITH OG'FOR RILL PERIMETER RESPECT TO ADJOINING WOR . MIT COFLICTS SHALL BE REPORTEDEXISTING.TO THE ENGINEER PRIOR TO TRae BEGRAIRG CP UbldC SEAL AND SIGNATURE FOR THESE PLANS APPLIES O LY TO THE DESIGN ON THEBUILDIIG C MPONENTSANDFEATURESSHOWANDSFECFICALLY 10 MIL VI6OUEEN LINER WITH - EIXGES LAPPED D• (SEALED I ,iEXISTING PAT•EpDSTORAGETHE W4Y BLDG/�_j DETAILED ON THESE PLANS AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER O° RECORD FOR THE ENTIRE PROJECT.will . SPECIAL II.IBPEGTIQ•19C NO SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT PER GBGI ISECTION I'T041. EXCEPTION 2 (GROUP U OCCUPANCIES ACCESSORY TORESIDENTIAL OCCUPANCIES) DO, 7a 60' Sal SECTIONSOIL L rOU1NlDOATEION DESIGN 15 OA;LD ON INFORMATION PROVIDED OY NATURAL FESOURCe8SITE PL�N: 1" 30' 'CCN9ERVATOTI SERVICE ON LINE WEBSITE ACCESSED ON 1012&AI. .SOIL LUOSS 4.STOIa'IWATER POLLUTION PREVENTIONNOTE, 1. .BOIL LISTED LOAF, UNFIED'801L L NO 901E DISTUR9dNGE SMALL OGgIR PRIOR TO OBTAINING A' BUILOW. OR GRADING PERMIT. ABOVE MAP 18 BASED ON RECORD WOW MATION ONLY.' NO OAS RM WI H FICATIONS CON HI CLA995IC TABLE CL UMICN LOFOR'1 LITH CLA99 9 MATERIAL PER CBG TABLE 7PARTY a FOR MPLEMENTATIOI G $TORMWATER AID'ER0810N GONiFL7LSOIL SMALL BOUNDARY' SURVEY WAS PERPORI ED NOR 18 IMPLIED. ARING CAPACITY• BOO PSP BI S FEANREN SHALL BE,LATERAL AL BEA KEIT NG 100 NORTH VALLEY BWOOD BT9TETM!SLIDING E, 130 OP S T RE915TANGE, 00 P9F (LESS THAN 90R DU CONTACT, ANDY U.WD30 SEVILLE CT.3. TME SITE 19 RELATIVELY LEVEL AND EXCAVATION ULL BE.LIMITED TO REMOVAL O' THE • CHICO, CA 99913ORGANIC AND LOOSE MATERIAL NO STRUCTURAL FILL 18 REQUIRED AND ANT MINOR FILL3. FEQUIRED TO REPLACE OVEREXCAVATION AT SOFT SPOTS, TREE ROOTS, ETC, I$ TOCONSIST EROSION GC.NTROL MEASIRE9 SMA.- BE IN RACE BETIEEN OCTOBER 19 AND APRIL B /N•m CF CLEAN SAND OR GRAVEL-. LLHENEVER RAW IS FORECAST FORTHE PROJECT VICINITY.4. CONSTRICTION SMALL BE SCHEDULED AND EXECUTED IN A MAKER TWAT LIMITS BOTH SOIL4. IP 9011. CON61 TIUNS AMU+ CNCC NI krtt IOU M t^6N91 HIEN ICN IMAI NJRYtR EFCU'I EROSION MND POTENTIAL STORM WATER POLLUTION AS REQUIRED SY THE CALIFORNIA GREENTHOSE DESCRIBED IN TME SOILS REPORT, THE ENGINEER SMALL BE NOTIFIEDAIDBUILDRG CODER BiANDAFID RECTION 9106.ACTIONS TAKEN AS RECO MENDE0 BY•THE ENGINEER5. MEASURES NOTED, SHALL BE UPI.EMENTED TO COFOR'I LITH THE 'BEST MANAGEi' E NT 12/11/2417 PC: INDEX OF.DRAUJINGS C1 SITE PLAN 4 NOTES Al ARCHITECTURAL PLANS S1 FOUNDATION PLAN 4 DETAILS G1 GREEN CODE CHECK -IST THE PLms FOR BUTLER PRE-ENGI1dEEi£D STEEL BUILDING, .NOB RT-1726916-01,WAVE BEEN REVELLED %HND ARE COMPATIBLE WITH THE OVERALL DESIGN OFTHIS PROJECTON" BE 7 E)CEPT MORN CONCRETE 19 TO BE PLACED DIRECTLY ALAI -T CRAOC-CONTROL JOINT$.EARTH URERE R SMALL BE 3S. ALL AHCHIOR BOLTS SMALL COECRi MOTH ASTM A-3OR..TITLE: gTORJY:E BUILDING ADDITION FOR GEORGE RAFE QIRL$sCN�pyREVISIONSarnian M45 WALMJT TREE LANE, CHIICO, CA 95913 g B pts DATE MARK NOTI SITE PLAN E NOTES �4LNORTH VALLEY BUILDING SYSTEMS CRANDALL ENGINEERING �'QF. e/3/ne Road -CNI ,O,.E CIA L B6928 MarOoea. CA PHONE 16801 846-7298T Ph� (2081 IJ/4/201, NOTED ATE: 11/4801, LL Q\U- C 1 v,AFYN2-C,.N.R Na' OF 11631 4 I PRACTICES' (BMPS) OUTLINED M THE CALIFORNIA STORM WATER QUALITY ASSOCIATIONHANDBOOG.NOVEMBER 7009 EDITION6. ANT BOIL TRACKED FROM THE SITE PITO THE PUBLIC STREET SMALL BE CLEANED UP AT TWE END OF EACH WOW DAT.1. INACTIVE BOIL STOCKPILES SHALL BE COVERED. ACTIVE SOIL STOCKPILES SMALL BE COVERED PRIOR TO ANT FORECAST RAIN EVENT. %oNcRETE NOTES &MALL SE A COTEROALLY AVAILABLE TRANSIT- MIX PROPERLY - B. EROSIOCONTROL MEASURES SMALL BE MAINTAINED FOR TME DURATION OF CONSTRUCTIONCONCRETE - OR UNTIL ALL EXPOSED BOIL 18 COVERED WITH PAVING, VEGETATION OR OTHER FINISH PRDPORTIOED ARID DELIVERED TO THE BITE IN READY -MIX TRUCK& A' • •ATE SMALL BE A MAXIIMM OF 1-N' M FONDATIONS AND 3/4• AT ALL OTHERLOCUTION& SURFACING AS SHOWN ON THE PLANS.817E SLUMP &MALL NOT EXCEED 4•, CURIG CO POND SMALL BE SPRAYED g WARMINGOFCQNCRETE EQUIPMENT AND_ TOOLS SMALL CULT TACEPLACEATTMEON ALL EXPOSED WWACES IMIEDIATELT AFTER FINAL TOOELIG. .. DESIGNATED UWBH-CUT SHO N ON THE PLANS., 7. ALL CEMENT SMALL CO FORM TO ASTM STANDARD C -BO. ALL AOCAMI E9 SPALL.COW-ORI TO ASTM STANDARD C•33. 3. CONCRETE USED FOR FOUAATICNS AND SLABS ON GRADE SMALL NAVE A MINMUM2B-DAT C0IRTES3IVE STRENGTH O' 3000 PBI. AND SMALL NOT CONTAIN LESSTHAN 8 BACKS O' CEMENT PER OUBIGYARD.T7= BLAB CON.9TRUCTION4. ALL FEINFORCI G BARB SMALL 84ALL CGNORM TO ASTM STANDARD A -6B MERE WELDING O= REBAR I8 REQUIRED UHEFE RESFORGI S C01*0WI G -L CONCRETE BLAB AS SHOW ON TME PLANS 18 THE MINIMUM THICKNESS ANDEXCEPT ASTM A106 SHALL BE USED. REI FORCPG $PALL BE AS FOLLOWS, IEIFOR:NG REQUIRED FOR STABILITY OF STEEL BUILDING AND IB ADEQUATE FORTO BAR AND SMALLER - GRADE 40 MY.40000. PSI) NORMAL CCPV'ERCIA-' USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. IFM BAR A!D LAR ER'- GRADE SO (FY.6OOQO PSI). HEAVY LOADING FROM STORED MATERIALS. RACKS. FORKLIFTS OR STATIONARY EQUIPMENT IB ANTICIPATED, THE ENGINEER SHOULD BE NOTIFIED ARID BLAB FEPUORCIN'G MAT BE WELDED ONLY AS ON" ON THESE RAN$. TALK E DIIN GTO TNICKMEAND REIMFORCIG MAY BE ADJUSTED.S. HOLD FOR ALIGNMENT SMALL NOf BE ALLOWED UNXS9 APPROVED BT TRE 7. GRAVEL BASE SHOWN 18 TO PROVIDE STRUCTURAL BASE FOR BLAB ONLY. P E T ALL'1 MID LARGER BAR PER AUS DW -W. PM1EAT NOT NOETGNEER PROVISIONS FOR PREVENTING GRO NDWATER INFILTRATION OR DAMPNESS fF THE REQUIRED FOR BAR SIZES % AND SMALLER BLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT 6. IEIAORCNG SMALL BE LAID O T TO MINIMIZE THE Nl9ER O' SPLICES. SPLICES LLNTINWS REINFORFENT FOR BAR SIZES 9 TRiII7" g. SMALL LAP AS'�NOTED ALL TME$,DA'iP•PROOFIG WITH PEA GRAVEL BASE. VISQUEEN AND 2. SAD TOPPI G15RECOMMENDED.IN ON THE PLANS OR AS FOLLOW, .. 3. CRACK CONTROLL JOINTING SNOT N MAT BE ALTERED AT THE CONTRACTOR'S OPTION . R GRADE 40 REPfOFr.&4 BARS, MINIMUM OF 40 BAR DIAMETERS. - PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY D' INTERVALS IN BOTHGRADE 60 REI FORLIG BAF-, MINIMUM OF•60 BAR DIASTER& DIRECTON,S. THE MAXIMUM SPACING SMALL IM NO CASE EXCEED 20'. URE MESH, 0. OR 2 -URE SPACES. W IOEVER 18 NEATER 4. CRA DK CONTROL JOiITSMAT BE MADE BT EITHER EMBEDDING AN APPROVED WERE ALL BARS IN A MAT OR SECTION CF A BEAM AE SPLICED AT THE WE INSERT SUCH AS LP -STRIP OR KEY-KOLD M THE CONCRETE OR BT SAIDCUTTINGLOCATION OR MIOFE THAN DM OF REST CONCRETE 18 TO BE PLACED SELOW AHE. THE. CONCRETE AS SOON AS PRACTICA BLE AFTER PLACING, IF SAWCUTTNG 15 TO BAF$. TIE ABOVE D-T44CES SHALL BE INCREASED AN ADDITIO AL 30R. BE USED: AND NO SPECIAL JOINT DETAILS ARE SNOIIN ON THE PLAN CARE MUST SPLICE$ IN BARS LAMER THAN 9 SMALL BE OLLT AS SINN ON THE PANS. BE EXERCISED 50 AS NOT TO OUT HAIRPINS, FRAME TIES OR OTHER STRUCTURAL IEIFORCING.1 INLESB SAWN OIRERUSE. THE M IMM CLTCIETS COVER FOR REIFORCIG S. UNLESS RPECFIED OTHER ISE. FEIFORCING SMALL BE CGNTNUOUS THIROUGH THE 12/11/2417 PC: INDEX OF.DRAUJINGS C1 SITE PLAN 4 NOTES Al ARCHITECTURAL PLANS S1 FOUNDATION PLAN 4 DETAILS G1 GREEN CODE CHECK -IST THE PLms FOR BUTLER PRE-ENGI1dEEi£D STEEL BUILDING, .NOB RT-1726916-01,WAVE BEEN REVELLED %HND ARE COMPATIBLE WITH THE OVERALL DESIGN OFTHIS PROJECTON" BE 7 E)CEPT MORN CONCRETE 19 TO BE PLACED DIRECTLY ALAI -T CRAOC-CONTROL JOINT$.EARTH URERE R SMALL BE 3S. ALL AHCHIOR BOLTS SMALL COECRi MOTH ASTM A-3OR..TITLE: gTORJY:E BUILDING ADDITION FOR GEORGE RAFE QIRL$sCN�pyREVISIONSarnian M45 WALMJT TREE LANE, CHIICO, CA 95913 g B pts DATE MARK NOTI SITE PLAN E NOTES �4LNORTH VALLEY BUILDING SYSTEMS CRANDALL ENGINEERING �'QF. e/3/ne Road -CNI ,O,.E CIA L B6928 MarOoea. CA PHONE 16801 846-7298T Ph� (2081 IJ/4/201, NOTED ATE: 11/4801, LL Q\U- C 1 v,AFYN2-C,.N.R Na' OF 11631 4 I i�•+�q A . �om0 0 tl ro�� no,Markmwo. Q A _ TITLE: . 8T ITORAGENJILDws ADDFoR TFME 1COC��913RAFE ARCHITECTURAL :PLANS eur�ew _ mm • - In P Q V r8 0 8 E Y I L L E C T. N CDVE1068 OA 8 1 6 9T 289 8 Pg a� Y _ .mz I II I II L rn - D .3 I. ��' II f � i • L CL .I. . m . y i�•+�q A . �om0 0 tl ro�� no,Markmwo. Q A _ TITLE: . 8T ITORAGENJILDws ADDFoR TFME 1COC��913RAFE ARCHITECTURAL :PLANS eur�ew _ . .REVISIONS:WALT MARK- NOTE - In CRANDALL ENGINEERING 5444 Moran Mm Road .. . CA (209) 900-4846P NORTH.VALLEY.BUILDINO.SYSTEMS r8 0 8 E Y I L L E C T. N CDVE1068 OA 8 1 6 9T 289 8 Pg Y _ .mz I II I II L rn - D .3 I. ��' II f � i • l CL .I. . m . y i�•+�q A . �om0 0 tl ro�� no,Markmwo. Q A _ TITLE: . 8T ITORAGENJILDws ADDFoR TFME 1COC��913RAFE ARCHITECTURAL :PLANS eur�ew _ . .REVISIONS:WALT MARK- NOTE CRANDALL ENGINEERING 5444 Moran Mm Road .. . CA (209) 900-4846P NORTH.VALLEY.BUILDINO.SYSTEMS r8 0 8 E Y I L L E C T. N CDVE1068 OA 8 1 6 9T 289 8 m � �0@r all'J ��` O anw��+ � ? .9 o TITLE: STORAGE 5UILDOJG ADDITION FOR GEORGE RAFE 1149 WALNUT TREE LANE, CFIICO,'CA 99913 FOUNDATION 'PLAN 4 DETAILS eunew _ NORTH vAL L E r E+uao)Na srsTEtlles RENSIONS: D MARK NOTE - CRANDALL ENGINEERING 64" Morrm.Mm R"d . . - Mertpo@4261 CA - - Phn (209)688- 6" - r8 O . 8 E V1 LLE " C T. ' CX1CO, CA .68926 pN0-NE 18301 948-7296 aorsra4 CHAPTER! ' GREENBUILDING.. SECTION 701 GENERAL` 1, eep �. •- .a0enaL 701. SBC m .e , r auavr�.aa mom�aamw amm ibay eqs q � ,Aaaeaao mma,y.aatm.Marq,mlm.4reirreaa♦melm.lr. a04>B lrrsralpr,maUmwareamaraw r�ib,rYv.hPaaPtlmr m.,vrm Rmr ' wa®a=er v.4ao,vmmawma®hrggemwrnb mrmrarr®.vYse : o.rrrl,. mr,Yrw aarPeraP.b,.rrw�.m,.. hme,a�m rnpsa®ara Parcmrmrrrmsaa Drab o ' va.�eb..vPsrYnprprra®tlammeraarm�m arrmy1��ymgv�m�bo,nrgrmarbeaaoaerwtmaaY rma. raebam,vmma �r♦aae arr4ppma,rsraYPraYr, 3013 LON,•RI86 AMO HIONA18fl RESIDENMLIMJUJIOIOt.D1CpI i�p.YR♦a a CxOm A mob r ar bvY rarw srrwT,P,ai . aPPp,sams mPua mm.rrPpve may.eb6amram bre mmrqwbvm♦gypbgrbaam0a0 w,m mamm�aarmn basr ay,m,arlamavrraar - SECTION 702 1m®OCCWAMCY B{WWIOB WM 0101111 OCCUPANCY BWlD0108. nma, m♦PbrbFYPwaYbammmrrrabara ��4emd, Wb ABBREVIATION DEFlMRIONS: P�YmP�w,ra` rmtmab� - rimr4aamerb �.aaaxrmw�i nroirr,abrrmr - .m�rear♦r _ m CHAPTER 4- RESIDENTIAL MANDATORY MEASURES DIVISION 4.7 PLANNING AND DESIGN. BErC1pN..107 OEPOQIIOIIS � .. . m4aY®wYa,nTemraprwrmawbaaaba - norma DMSION 4.2. ENERGY EFFICIENCY - a®a..r Yr.r rmsnmv. m'e rma.rwvr� .. . - - - - • •• .•. '. ♦ .' •. P,am¢rrPa OW m.,manmYo♦ rpamrvaMmmaa m�mw r owmos RPN Mra♦a'w Ym mme,u rY4apr,aw m0'9.0U w bansr a.a♦r r Iaaemm mam w mm., ai cat f b n. e.m rmo wommccrrvrt. li.wP,_arbe�emrn •. .• TITLE:. - STORAGE BUILDING ADDITION FOR GEORGER RAFE 1745 WALNUT TREE. LN; CHICO, CA 95973 .. '- N ODE CHECKLIST GREEC .- - •. .. '• .. . . • L T . `.�? • ' r. • ' • • - - - • - ♦ ' ` - - . . . - . . . .. _. - ❑ - •. TABLE 4.5042 -SEALANT VOC LIMIT.. a pr 4 0 b,alw Em�q OmWna Om Oauaa: -30 SEVILLE'CT.' - CHICO, CA 95928 P H 0� N E. 15 3 0' 1 8 4 6--- 7 2 9 8 - W� .• Pmma bw_1p _rmgeem wrmmarmmrrm �Pnmplr.mer.rPrwv gaamme.Pme.eprar Yr �, �� re'°°maraq�obhnsraaaswamr.,avPwa a .vm p�rmrvbrr bmlir n. a♦mma,D, Pa u.nna wawa coopam 0mc.wa®aee, a,rr,rr,®aa4 ra,wrr mane wKr bamnw. ,m�mama 0op ama eimarmm..eermam„mberaa. amrtlma4raw�m♦tlwm mw�av+�♦allOwe .: '^m"'••'••-aas• ' - - ��a�'w` - auuPr,rmmP _' avosmb,hpame rye�wewmempp..,emmr w�mw. a� 4K a)FLIYW - - ❑ - .. 1 - � R - •T - - amaaa .PbvrPrma rr Yrvamra P+wbnosn.+Pr,mn rxa0lmlra- - .. . rmR„n OrtIPPYO O1,EA - .. . " TABLE I.6011- FORMALDEHYDE 11MIi8, .. rwmcam . . 1PPPmroaamow _ . wam,mmrt+nom.EraEn COwE HMm,mmwnwaomMmmamra PD®ITBaF,mPMm Lm4ree w>mra�eo�NPlrr� aPsn'�a bTwPwE �00)PWna� •mCaromxcE . • . COOEKwaAnaar4HrrB u, PaTDY9 o,mnrpmh.-. _ �rpwrwbvy rarb0.amrawwbaevasY', afaalYBmmP,mlMtlLWOYY . waPmP ' WtirsY roam �♦na�r�a ara�m :Imsma�a rad sw�. l N SITEDEVELOPMENT t ', mw+e anYrrm ��sbrrmbmawaw mbavr Ymiir.Rrrmw4. � samrtlm am.aro,mrrrin manm�tla�d�a�baa® •aergr nr4n mw♦ramea 1 mbmr,�ma b mayabm♦®fir e�ePYma�b Pmraewa�. PPYPwreaw,omr�ranmmb6 - _ brw.aeaPsa.,wroarY, w4PYerma L nbm.rmarrPvaaAsaarrmr•a.esm.vmo,a Nar maamr:regvbm,rmr mir.,..Pme, Lrm�`Cemimnor.r,♦tibemr r>,wpaawy.bmvr umbrocaa.Pmwawai.am.aaa0m.hasbPPamm,wamrsm commie aamam)mO a♦re.w auauiO as WP) asrMa Pirpser'OriamaYrvesbd wra WCMrriv+w r 4Mrm. • _ - ' , mPOmmi ��vba�l4Ya+e0,w4arearrtP aninpm,ar 1b♦nba♦PwraeYn' _ - . tl - - . • - TABLE 4.504.1 -ADHESIVE VOC LIMIT. - PwrrrlY[mPrtmp,ebPm w,aaa r wmrr a~ba�mms �rar>rmpaammmrwy...Ym . ' _ Ym •.m' _ a♦m ream rr.wme..aabv+vr+ wao,mbmwr mmmm,rmaarr em. - Lac,meruw4uq)umP cwcrnnEO♦as . CrmarAmrPRmv - naw" . �D0°'�F ' - �a�rmwr.mn mvmiwsaer,n®mer�or s_m,tlPrw,raP�.wom�`babmam.s ' rmm:a:.m'°:' a"m.,m�m�rmm.aPOim om,� �"�OwrwiawaarPaea. �Ym�.emmm.`"rrmRrm.e.rrYrr. rd L arao,wmnrrmmr,eti Yarrrmar,a.wr,ed Ymv • bw rmareaaPmwr .Crar81,wr14ENaE0sF8 . NMATERIAL CONSERVATION AND RESOURCE EFFICIENCY � EFFICIENCYCY - - � E �I EMMHADWWDURMMJTYANDRMUCEDYAO BW#CE pmr♦eawar.ammarmmw,ra- copra er mm am♦n®mRmmw YarlsrnrmarbarYrb.w.R a- =L.' COLO iRYC1�aN �REWCTN)N, WSPOSAL AND RECYClD10 �,i�ambY � sm�a.�.rm„o.a armrnm.rw mm�r �. • �� - rrraraw harm antlY rwbb r.ew gmab aarw,e L � bm gYsabarbrMMPm Waw mbabem,ay.. vnPbv mlmbmoa®wr�♦aamaaH♦Oe,smbrr, 4i'm�rwvr ambu.,rm.a.ara..+mrr �a..mim.mr`r`v,oaO°a...e ®oma aearrm... r arpmawm,ra�,6r alb affidb coma. ❑ 1. � aemrbamwas,m,embahw rerwaamammrhnVra- Pitiv♦am,brnwbtlr, L Y�mgOeramOe Ybmnenrrw,rmO Pmr ev+ry 4 Y s �hmm� b.rmw,ramr Pmnmma'Yumm,rr a wrw a♦r,rnmr♦nmpb♦es,rw6®aarm r,vmrm '. �my�ay�Ya tlm�,sn emwew'b 4 aamtl.sae..mmNm ea mab P.m rrtYwm CdPan . oimampmmaaalr Pe"O+mP.r°w`amrrrm,a.oa.m,u°b'o4lam,mm.a �•'�a'.,m�'e..r�a.ama"ab®.r.°1•a.m.,mm m,P�m.... r� a...�rrm.r.��mwm_rrm�.ra 1 INDmllow o,amromarrr maew eyra �ama� r,r♦ml�ab Y,W anm,mmal nFmr4♦bRrrYOrrmerwemNmsbnwnYmr♦aAma umL rrw+1♦CbraLM mvwraaenesnm, ..®p.ml0 mumL rmf ra,y,4FrmrNaav Ymn emM. - ♦ 1. amlmb®brb•naubbrGOnY6.mPMo9aNeaCN . PaMaaObmta�,w,mP.a'MPmmnmrswbawab m ��mmds�am come Faa]p®mrtrrlarfiw ' � L 4may.aaowaam'•'Oaa B.mma Prb9aY. - 4A�+oeu¢mNOMAIxreNANeeurooPERATroN uwmw4rmNamrvrwce w.rPa,arotlawbm.aY.a...r:mme ❑ - Yrarnr.wawtlaabwmaarb.Prommmara,eYrab: Wra rrPrawr aYm A � a. a"::.r�w.ra.,m.a®•,rmw, rrRmm,b.r. . P,4mrms4,Y.aanaw�r'0y'a,bs.tl wrY.macbao� - nraenw♦rr.nPb.wYYw4r..tlmebwmrw..ma r'�tlm,mrmaa+�m'"�`. hPPb.m.ra.4.m. .. L aw.a,r,rm �w.m - - abvPem A,.rrm,.mmla..w..mrmr..m:,.eb: - �.ar�w,Y .rr�Om.+"9.m.°`mream0bbb.`w .r.Pe. ::�..�,wr ".r:er�aw�ab a�mbwrmm� � P..-mmwmabas..rbaP.wbwm.mmr.am�m na'm'e a �oPr.ea m.s.a.rsbmwmaw.Rears' rwew�mma.aa...e�.�.mamo.mwmmecmw. L �m� o•aYa� a�y®o_ r mA Gs�aLmAmm�baaam4rwmLb 4,mvblCsra, wamm.rrrb eawararem. - ' aYa w.,rw,reabiaWa>•nraupmb rrYYr®arab aaga4tlPlanae,ammmmwmrbbaaPmambpaavaea,v. aammemsm6�WraaPYwwbNrn.awa,arbasw trl miPO DIVISION 6.6 ENVIRONMENTAL QUALITY . ACTION ab01 GENERAL - ' . - pas aramrrma®avm4wprmarmmavmr w,aeev, a rugm rmwramarrwm a,saap„rYambmreT[va , EUMN4402 06DDTION$ _ m.urbrrwbrrn0.vapmwummrYmy mrae�irw�e pOOmpOOra emrtl,.Prs+a.ma.m. e....em Hama PT+gwaYrraw ara♦oan „OaPInAPmILCamm wwPmm namlar Pa,a,.ptlm,amar baa♦eiMma.•CmVw.aamPmaa'mmwbtwnamm4 M♦♦I{y.m4 ww.waar mv.waY..rrmrw rwrrrm.amw,ea mlpmsnpwb,ama,rrgW bf�wCara,maYblCPpou.am, _ 4MYaeLAarsvR Wan r,r,♦wa m',Y mrblbmrrb _ swwmPra.aaimaT ermwemwa r r. 1 ' r VI �* a - _ ,S" I f • • � • - � . ` .. .. . m .. wura,wosa oorolmonaxrP4ar mmmM.40Um0/O¢R1® ' Dx0115I41NWI,F1®imRMEm.E9 maammNw♦mm♦raremrrp,rpm,♦neom.ssoaYr.mbra�srP♦r+.mrwrlem♦awmu mrV�` raYmmNbrarrnasnr mYMDaabaravalaml � P1rFnnorcmaFa WlualFD ' rwslrnvarwrwarr w.r�aamtlrm.wmY.M'i„er`wLr r.r.mb.,na.a+,mrbr : awmurrrammAlon - - maw, ndTM .ae.ww,wrrrmm.bbarPm4,mrwv - O ''1' El a . •. 4505rINTERIOR MOISTURE CONTROL - aPq rm,tlmab„vamer Gwr rreV arrm am. 11DY 6vwwbwma,w4rabti.rwmewq' f� bPro GehPW l4amv.a YmamrbmnM♦Yewasvaaabr .+eo.mms.4a+rn+.maeawaaram.m.•�„•a�mawnma♦a�m w�ramaY��m mNnww,ra.u,mr,aaammauw.mm, _ rmverraro4YalrMapbmme. coal .6)�marb YwEV amPa mEV G,Y6P.ir,vvYmar, baemrremmV raryrr auv WwPB., irrwbw✓ePnb.usa..Ycmmro,mwmuW ma wclarnn0 ` r8aa•EILMP -� Awmm fEaFM YFi0w0 ma s TsoarrLbr PbPe4r Ymam+tRa,m . 4apbaa,w nwrrarrramr amara Ywrab ' aaam .bm0wra �msr ®sALa a ®�e.b.�mu�mpaYiOue+p � rommnwnsmlmvaw.+an. amnwrPmbmbw.r.ir.m�moaa. __ - - - Y,ra,m♦rrr,aawa Pyapm,wm CanmapPOIDmbi[IWB PPR erm♦P,as Naeavia ��4ibwamriY,ma,er�r �wb eYr,embaerm rbtl,aea,awua mpmrrrwm - NsaanY alm noOa NAmc - COxf/RNa6'm♦G .. .- aPR �a �abmnaaaaaevamopry,bmpama,e.yP�4mnr �mr�ra♦s�aa�r�a�s� ,rr6va oa.mrsmr. err" :m. _ rwe..s+errmr= r�WmPbr�avmiP�a m..b:a:.° w�rnmrwrmbrr..r.,.r amw♦warmmb,w lmvaw mar ♦waRmmalr qrm rvmr.Ww,rm ��YP qi mwrmaVmwrrrbm am,w and Ar♦wrb.wv svawrar aemamafi mL r ' • ~i♦oromtl �`r �P�W V1Pmr14e0�a�bpamP' LCA Pmra Lbbaum amaeeabuilamP . mY,m,r. ♦mYramPbm¢amm♦IPa.�m.lvmrr ww:rmT'm'wrrbbram ma.mmbn: mPe�rmmrrar.::MmmwO�i � rm rP r__tlrw Pmr - rwbRwmmrsrr oa, eswv eruct 0.mvv YyeRPrr 4r m�00ma�aa♦wiamort�bw M,mr�,mm®tel ♦Y'a,P mr m�m♦�mr�ra~mmmsa.4m+va r�Yimr,m. m, pYper abe,brmawe/ms Cma,rr _arY a�osVe�rfem�mPr,a�amTMPva d�mwW mm�mbarPP♦Y _ as Yawroa meow Prwabis - - I0a.4aAbaawwn�ambr4 ta♦e,m mo®.w nalarive YYrr,rrpmarabriaaaaa EVas rEv ancon CmwrnYmn ' rPom mW`eevmmeaYaW.6W�,am®gv,mR mwYm raPavrmwPmPn�arrwatlamam+mamAawPr mwa wrr{a,nw Wrtl mwmrYYvYrePrM Www,elmm.bwammmare�.,.,m,e,rrm.m. mm.rrahmPY raverbmmYYrwYmer.rY• raP.m mw0.amo.b®.,,.rrmvrrr,aarma .w m.,m. - r,�rG.w�.,r o�®arm�n b.m°`a.4v'� sr:EVTrrbP�l e®a.e ' rr. . obOOYmwc°"r"w.P".m*msm.mmwm.pm+wrc+�e.:m P®.aulem-ra..w w�r.aaa.ammY r...nrma.aae>s.m ' Pw., rr� 'mrrbrrrw.wsaoaw • eawrmYaanam•a ' rmLre em mnbwn.Pbmem.rmwrR m.r o a.Pbms aom,aea.walma0aae.a.z..rram- wTMim�mbaP�wamrrrwP.Y.bwaramn.rw L.)PrnYwa ww♦ree� - oLaPmmmwasl-om,aw. ' . - _ . - ' • .. ' a . ��: - ' i r - • .. •. - ' .. .. •. • 4 - • • • . . .• . .. . � '�*�;+ \ ' 3 ♦ ,J ♦ � ` / 'S . .. - . . - 4. m amYCrWimOPP,E,oFnrPEm.F � - tYYTaalt taa0m41aartlilO,P . ,ElNm16fK - - aAmmipwr - - I�a9 PNElaaL Dl�Plmaaal rar.mr sr wmiar,d.PmMvmaaPMnmarasEv.wa' aawamwYr mbn,m'rbpaabbrr♦Ppprymr aagaymm _ w��warlrma.,miarPlOmab.Ya PflaMmbi+♦sw!..a • - NON i�m'Imuea. - m � - •. y �ebbrmmmmpsr)rirmaap♦rbbbaarb br rdam,y `aRn°m beP�raim• ormmmrraam..rm,.a.b. �ar.boaar.. '.'�'"""mPmm.r.er®Pm...eaao �, . . . . . ..Sun D4DDOR�CrmuA� mnE� u87 �rr � rMiPVeN VaIDroaomo®awrmmmwaalpaTrm4 na.ma;ervawmrnwmaarwcmxrexl aau OeNlam _ _ _ ... a�ramm,wuP� r.nNm.P aenmP.aP aewaae Tr wcaPxrenv[r�Pwlxb* R. mnawm wanrw TABLE 4.504.3ECTURVOCCONTENT lB11T9 FOR wCTURALCOATPNi9,♦ .- - - i ras m.mme srw�rrn mmmrmrrmmr,o qct - a marmrvr,a rrgvwtl ♦Yrb Nr.wYmamh.a�maa m��v mac Asa Y�mmtl naasa4wmmm.rrsrr r,maan,masabr aYOaaw wrN .. ._ � Pab Mn�tlR ev..amm a,mm'amY♦.araAm�v e L 1WaamVrbermw rmmbbrmwbrR<mbPmmtm . . - -s WC RAulFN6 CM1nm.rEeawvu Llim Ela]Vf CO,OWW CO.lum GlmPln PMNM wlt uml 1 � iLU WNVPa - .. WniW CPaN4ia • - Md61AixON Ql00a W.TMGa _ . . 4RGNY1CGl0ma - - ,yya,y„R�mr® .. . mrim.wmimaswm a mromwow POR rwIPna ' eam PairRlm m . carrrP�¢P.mnP aorwiPm. No wbuPrPP.ewmacnlm vwi sPuem - - .• •a- � - - . CHAPTER? .. .. . INSTALLER 6 SPECIAL INSPECTOR QUALIFICATIONS ' 0 1 ,mmwwa.a:.arrarr.amrbrm. �D)� I/STAl1FR TIWNUW. wswPaaa.+ae.aP>,wamm.eawv=' aocwame. Irmww mneme.. .. BrN aRBuaYCPao,Pa _ r4aoB commc7 .. roar«DarAEw,Pamw >m ... '. aP.n.c.mecammaPm,wxrm '. u�wm,a�oe.m�sr o�,�nurr®mma.raw emea+..a .a+.m.ms.P.amerarrros„am �ms ririiaenl:+ra.�MrwoYmhmawwarabbarrb: . Pn . • baR ��s® baw.a0veambaP'®Pvaw6rm wetrmo. 4 �� rmmrraamamab. • 7017apambb�.�wpiPO4Y 0PECIALOISPECTION91CO). r . Mn„µmprmrb amwbmar mLam♦amw ParaemPneww♦bwm,b mon raarowwi<Parvaa� .m ooamrwu Nuxrtr�moorm ao ' loweowa mmwP - ` YaClamr6 CFrmHTMQem! ♦ WrtIC 16ilM60pDu,m. muwe9 reRrmmr,G,anrPn W�Vlnaa _ er�OPe♦Pba�mrs,a♦ma myrrerm,mm. 0,♦aa hmwmr Pmma♦awamb brbaemgbraabY4rtlY,mObbbwbraeev6 bwPbee wMY b4 eaNb babaOsmtawvwry,eqr .. y,),,.ay„p,w,g 1m,Nw,p6uEB0.4 ur)FIC0.a[w m brrrm P4 a•r�Mbwwem.owm.rr.bo,r.maamm.aw.r. C.YrsnMaeaaivalaasm,awaamwar♦rsaa,tlmv .. i,C.wmsmnMaurPm�mmna�awsrnawarmbmmm]Nrtl.�.hYb L'POr, ®a+.tlabaProR am/bPmwnr�mmrw br.. . erYrb.m.R om i. mwramm,rrbmv�ra.rrmaserdarabaw-icor ' �L ,°his°m"'.a�"`'tl'"b:®mrwdT�+ma.Pwmr�aYocoem - ' ' h ver,arrrm n.D BrbP+rema - 'PiQ rwramrb wwb mew.Msrtlbaamsap a9bmrawn mer bW amawhm�aarnmwrwn`m,Vrabbb manor saawPV mgrs r` wanam nmrn.Ywrwrwa rrmmbwao hYmaram.wr,.ma®r amrl Yai.rmaar Wvmrmrmam mrvdarbbm4 R,mamwwm rreeq,YawbomalNrmlabw,werbbaem arW hYmv,rrrpsaewbamAtiO. barbs mmrh � amalAwhm♦wOba�a�bm! 77 •��RR•��FF11LL'`pp77II��TT��$g _ '�u r a ` ` T07.1VD000YEMATIOIL.omm,mr rawmPmrmm r,Pr sane �C1PEKrP'rarrbiP SFMEIm -am . IMLTamCLNome tm , PaPI CPaama - - ,BmTNEY9Pr1nL WrImOp am' erFuraa nam m-. aPMtm em eIEPrLI1PP1,Oi4 ,m erwm. am - •. ,. .. flmmo:Cammwrs w 6mmLMP PaeI WVerW - TWiAC NVOaa WiOWt - r+ 1.94 mf lEl 91CMlaba' wPEPIFmOium wEmlraAa . M00 WNNOs `mrmw,m,4m4maavmme.arwvaar,rrmarsaaam„mgvrr ..Pri�� r�..eeraaam.ra,n..tlaar.wrrm.wra '�l .. .. ' - -• LT@aP¢f31®u,Plalfawam DiECrIMFID1EN6F➢Nma .- nR Txwm...nrPaaar seowm.mm.icaluu:cPaaa, � IP�P�f81mCR rmwaaamwarN . .tg Ea P TITLE:. - STORAGE BUILDING ADDITION FOR GEORGER RAFE 1745 WALNUT TREE. LN; CHICO, CA 95973 .. '- N ODE CHECKLIST GREEC aunaw _ .NORTH. REVISIONS: DATEMARK NOTE CRANDALL ENGINEERING' -. a9Be FWP®ER08A .WAY P.O. BOX 124 NSB,' 98 96946 ,, - PHONIM 209-a08-4844 FAX 2a -988-47" _ - .V ALLEY.BUILDINO SYSTEMS -30 SEVILLE'CT.' - CHICO, CA 95928 P H 0� N E. 15 3 0' 1 8 4 6--- 7 2 9 8 -