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HomeMy WebLinkAboutB22-3089 SITE PLAN Revised 9-22-22 (2)D/WGGAARRAAGGEE DDOOOORR OOPPEENNEERR SSHHAALLLL BBEE LLIISSTTEEDD WW// UU..LL..332255;; CCRRCC SSEECC 330099..44 WWIITTHH BBAATTTTEERRYY BBAACCKK--UUPP TTHHAATT FFUUNNCCTTIIOONNSS DDUURRIINNGG EELLEECCTTRRIICCAALL OOUUTTAAGGEE.. HHEEAALLTTHH && SSAAFFEETTYY CCOODDEE 1199889922 FFIIBBEERRGGLLAASSSSTTUUBB && SSHHOOWWEERR&& SSAAFFEETTYY GGLLAASSSSEENNCCLLOOSSUURREE11..88GGPPMM @@ 8800PPSSII TTOOIILLEETT 11..2288GG//FFLL RREEFFRRIIGG WW//HH2200 GGAASS RRAANNGGEE WW// HHOOOODD VVEENNTT HHVVII CCEERRTTIIFFIIEEDD TTOOIILLEETT 11..2288GG//FFLL HHVVAACC CCOONNDD.. UUNNIITTWWAASSHHEERR DDRRYYEERR CCOOMMBBOO VVEENNTT TTOO OO..SS.. AAIIRR IINNVVEERRTTEERR// MMEETTEERRIINNGG LLOOCCAATTIIOONN MMIICCRROO WWAAVVEE FFAARRMMHHOOUUSSEE SSIINNKK && DDIISSPP.. 11..88GGPPMM @@ 6600PPSSII SSTTRRIIPP DDRRAAIINN DDIIRREECCTT VVEENNTT TTAANNKKLLEESSSS WWAATTEERRHHEEAATTEERR DDRRYYEERR VVEENNTT 11..88 GGPPMM @@8800PPSSII 220000AA EELLEECCTT.. SSEERRVVIICCEE TTPPTTPPTTOOWWEELL BBAARRTTOOWWEELL BBAARR DDIISSCCOONNNNEECCTT HB HB HB HB HB HB HB 11..88 GGPPMM @@8800PPSSII 2288880033668800 33005500SSHH33005500SSHH33005500SSHH 33668800 22888800 22888800 55008800 22888800 22668800118800880033005500SSHH 3300880033008800 SS..CC..33004400SSHH 228888003366880033002200LLSS 22664400SSHH 2288880022664400SSHH11664400SSCC33004400FFXX11664400SSCC112200880033005500SSHH33005500SSHH33005500SSHH33005500SSHH 22888800 44 :: 1122PPIITTCCHH44 :: 1122PPIITTCCHHFX SH SC LS AW HO LV RSDCDH FHFA TC TS TA TH BROKEN ARCH ROUND TOP PT FX FIXED GLASS SH SINGLE HUNG DH DOUBLE HUNG SC SINGLE CASEMENT DC DOUBLE CASEMENT TC TRIPLE CASEMENT LS LEFT SLIDING**RS RIGHT SLIDING**TS TRIPLE SLIDING** AW SINGLE AWNING FA DOUBLE AWNING TA TRIPLE AWNING HO HOPPER FH DOUBLE HOPPER TH TRIPLE HOPPER LV LOUVERED PT PASS THRU - NO GLASS **NOTE: WINDOWS ARE AS VIEWED FROM OUTSIDE LOOKING INWARD. WINDOW LABELS ATTICACCESS: SEENOTESNOTES, , ATTICACCESS.ATTIC F.A.U.ATTIC F.A.U. SEE SEE NOTESNOTES, HEATING, HEATING & COOLING, FORCED AIR UNIT& COOLING, FORCED AIR UNIT & ATTIC ACCESS& ATTIC ACCESS 1 3 1 3 16" WHOLE HOUSE FAN MIN. R-4.2LOUVERS1980cfm 3159cfm QC STL PRO 3.3 11''--88""22''--00""22''--11""22''--55""55''--55 11//22""55''--99"" 66''--00""55''--88""33''--66""33''--1100"" 1111''--88""77''--44""22''--00""77''--44""1199''--88""1100''--00""99''--66"" 2211''--00""2277''--00""1199''--66""1100''--66""55''--44 11//22""55''--44""22''--44""22''--66""88''--88""22''--44""1155''--1100 11//22""77''--88""1133''--66""44''--44""1111''--22""2233''--66 11//22""2299''--00""77''--00""22''--00""55''--00""88''--88""1144''--88 11//22""55''--22""1122''--00""1122''--00""77''--00""2288''--66 11//22""2244''--00""1133''--00""88''--55 11//22""44''--66""1111''--22 11//22""99''--00""33''--88""44''--66""1133''--22"" 2255''--1111 11//22""2200''--22 11//22""2211''--44""5599''--66 11//22""6677''--66""5599''--66 11//22""6677''--66"" 33''--88""33''--88""99''--66""1100''--22""77''--66""66''--00""88''--00""33''--88""55''--66""55''--88""77''--22""FLOOR PLAN NOTES:FLOOR PLAN NOTES: 1.)NOTE: ALL NOTES ON THIS PLAN REFER TO THE NOTESNOTES, , SEE SHEET INDEX FOR LOCATION.. 2.)AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE REQUIRED FOR THIS RESIDENCE (AND GARAGE) AS PER SECTION R313.3 OR NFPA 13D. DESIGN BYDESIGN BY OTHERS. SEPARATE PERMIT WILL BE REQUIRED.OTHERS. SEPARATE PERMIT WILL BE REQUIRED. 3.)A PHOTOVOLTAIC (SOLAR) SYSTEM WILL BE INSTALLED. A SEPARATE PERMIT IS REQUIRED.A SEPARATE PERMIT IS REQUIRED. 4.)THIS PLAN SHALL COMPLY WITH THE REQUIREMENTS OF THE CRC SECTION R337 FOR THE WILDLAND-WILDLAND- URBAN INTERFACE.URBAN INTERFACE. 5.)SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. CGBSC 4.408 6.)SUBMIT RESIDENTIAL MANDATORY MEASURES CHECKLIST TO THE BUILDING DEPARTMENT. CGBSC 7.)THE WATER DISTRIBUTION SYSTEM WILL BE USING PEX PIPING. SEE NOTESNOTES, PLUMBING. 8.)PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. 9.)TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: EXTERIOR WALLS: 2"x6" DF STUDS @ 16" c/c INTERIOR WALLS: 2"x4" DF STUDS @ 16" c/c FFLLOOOORR PPLLAANN SCALE: 1/4" = 1'-0" THIS PLAN TO COMPLY WITH THE FOLLOWING:THIS PLAN TO COMPLY WITH THE FOLLOWING: 2019 CALIFORNIA BUILDING CODE (CBC) - STRUCTURAL ONLYSTRUCTURAL ONLY 2019 CALIFORNIA RESIDENTIAL CODE (CRC), 2019 CALIFORNIA MECHANICAL CODE (CMC), 2019 CALIFORNIA PLUMBING CODE (CPC), 2019 CALIFORNIA ELECTRICAL CODE (CEC), 2019 CALIFORNIA FIRE CODE (CFC), 2019 CALIFORNIA ENERGY CODE (CEnC) 2019 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (CGBSC) (COMMONLY CALLED "CALGREEN") 2019 CRC SECTION R337 FOR EXTERIOR WILDFIRE EXPOSURE IN A WILDLAND URBAN INTERFACE. LOCAL CODES OCCUPANCY GROUP:OCCUPANCY GROUP: OCCUPANCY IS R3/U CONSTRUCTION TYPE:CONSTRUCTION TYPE: CONSTRUCTION TYPE IS VB FIRE SPRINKLERS:FIRE SPRINKLERS: REQUIRED, PLAN BY OTHERS. SOLAR ENERGY:SOLAR ENERGY: A PHOTOVOLTAIC SYSTEM IS REQUIREDA PHOTOVOLTAIC SYSTEM IS REQUIRED, DESIGN BY OTHERS. A SEPARATE PERMIT IS REQUIRED. PROVIDE A MINIMUM CAPACITY OF X.XX KWDC. HVAC LOAD CALCULATIONS:HVAC LOAD CALCULATIONS: HVAC LOAD CALCULATIONS ARE CONTAINED IN THE TITLE 24 DOCUMENTATION. SHEET INDEXSHEET INDEX 1 FLOOR PLAN 2 FOUNDATION PLAN ENERGY CALCS 3 ROOF PLAN ROOF VENTILATION CALCS HVAC CONNECTION DETAIL SOLAR ZONE SOLAR PANEL LOCATIONS TRUSS LAYOUT SHEET 4 EXTERIOR ELEVATIONS SECTION A-4 5 ELECTRICAL PLAN ELECTRICAL NOTES WHOLE HOUSE VENTILATION ELECTRICAL LEGEND 6 PLOT PLAN ASSESSORS MAP LOCATION MAP 7 NOTES INCLUDING...... CAL GREEN NOTES W.U.I. NOTES 8 CAL GREEN & TITLE 24 MANDATORY MEASURES SN STRUCTURAL NOTES SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS NOTE:NOTE: SEE SHEET 2 FOR BUILDING ENERGY ANALYSIS REPORT - MINIMUM REQUIREMENT RECAP. GGAARRAAGGEE -- 22 CCAARR PPAANNTTRRYYLLAAUUNNDDRRYY CCOOAATTSSBBAATTHH WW..II.. CCLLOOSSEETT BBEEDDRROOOOMM ##22 HHAALLLL WW..II.. CCLLOOSSEETT MMAASSTTEERR BBAATTHH MMAASSTTEERR BBEEDDRROOOOMM LLIIVVIINNGG RROOOOMM DDIINNIINNGG RROOOOMM KKIITTCCHHEENN 8"x8" 8"x8" 8"x8" 8"x8" CCOOVVEERREEDD PPOORRCCHH 8"x8" UUPPPPEERR UUPPPPEERRUUPPPPEERR FFUULLLL HHEEIIGGHHTT LLIINNEENN CCAABBIINNEETT FFLLUUSSHH EEAATTIINNGG BBAARR ++3366""NNOOTTEE:: HHOOLLDD TTOOPP OOFF WWIINNDDOOWWSS AATT 88''--00"".. UUNNLLEESSSS NNOOTTEEDD OOTTHHEERRWWIISSEE CCOOVVEERREEDD PPOORRCCHH 8"x8" TTOOIILLEETT RRMM.. SSHHOOWWEERR ATTIC PASSAGEATTIC PASSAGE SEE NOTESNOTES: ATTIC. LLAAUUNNDDRRYY SSIINNKK PROVIDE KEYLESSPROVIDE KEYLESS ENTRY TOUCH PADENTRY TOUCH PAD CONCRETE SLAB FLOOR SHEETROCK WALLS & CLG. SEE NOTESNOTES, GARAGE, INCLUDING GARAGE TO DWELLING DOORS. TILE FLOORTILE FLOOR SEE NOTES: LAUNDRY. CONC. STOOPCONC. STOOP:: MIN. 36" IN DIRECTION OF TRAVEL CONCRETECONCRETE WALKWAYWALKWAY CONCRETECONCRETE DRIVEWAYDRIVEWAY 30"X30" WORK SPACE ABOVE HVAC COND. UNITHVAC COND. UNIT: : 1.) SEE NOTESNOTES, HEATING & COOLING. 2.) SEE ELECTRICAL NOTESELECTRICAL NOTES, HVAC CONDENSING UNIT. WATER HEATER NOTES:WATER HEATER NOTES: SEE NOTESNOTES, WATER HEATER. 1/2 LITE SAFETYSAFETY GLASSGLASS DOOR SLIDING SAFETY GLASSSAFETY GLASS DOOR(3) 12"D SHELVES (5) 16"D SHELVES QUARTZ +36"QUARTZ +36" TOP & SPLASH SAFETY GLASSSAFETY GLASS EXCEEDS 25%EXCEEDS 25% CALC AS 1 LITECALC AS 1 LITE QUARTZQUARTZ TOP & SPLASH VINYL PLANK FLOORVINYL PLANK FLOOR SEE NOTESNOTES, KITCHEN & DINING. VINYL PLANK FLOORVINYL PLANK FLOOR SEE NOTESNOTES: FLOOR COVERING. TILE FLOORTILE FLOOR SEE NOTESNOTES: BATHROOM. 1.2GPM1.2GPM @ 60PSI@ 60PSI SHOWER HEAD,SHOWER HEAD, EXHAUST DUCT &EXHAUST DUCT & SHOWER & TOILETSHOWER & TOILET COMPARTMENTSCOMPARTMENTS:: SEE NOTESNOTES, BATHROOM. QUARTZ +36"QUARTZ +36" TOP & SPLASH TILE FLOORTILE FLOOR SEE NOTESNOTES: BATHROOM. 1.2GPM1.2GPM @ 60PSI@ 60PSI SHOWER HEAD,SHOWER HEAD, EXHAUST DUCT &EXHAUST DUCT & SHOWER & TOILETSHOWER & TOILET COMPARTMENTSCOMPARTMENTS:: SEE NOTESNOTES, BATHROOM. QUARTZ +36"QUARTZ +36" TOP & SPLASH TILE FLOORTILE FLOOR SEE NOTESNOTES: BATHROOM. 2 SHELVES & 2 POLES VINYL PLANK FLOORVINYL PLANK FLOOR SEE NOTESNOTES: BEDROOM. VINYL PLANK FLOORVINYL PLANK FLOOR SEE NOTESNOTES: BEDROOM.BARN DOORUUPPPPEERR VINYL PLANK FLOORVINYL PLANK FLOOR SEE NOTESNOTES, KITCHEN & DINING. (3) 12"D SHELVES QUARTZ +36"QUARTZ +36" TOP & SPLASH EENNTTRRYY VINYL PLANKVINYL PLANK FLOORFLOOR VINYL PLANK FLOORVINYL PLANK FLOOR SEE NOTESNOTES, KITCHEN & DINING. BARN DOOR VINYLVINYL PLANKPLANK FLOORFLOOR A 4 A 4 A 4 A 4 HOSE BIBBSHOSE BIBBS:: SEE NOTESNOTES, PLUMBING. CONCRETE SLAB FLOORCONCRETE SLAB FLOOR STUCCO WALLS & CEILINGSTUCCO WALLS & CEILING SEE NOTES, LANDINGS & W.U.I. CONCRETE SLAB FLOORCONCRETE SLAB FLOOR STUCCO WALLS & CEILINGSTUCCO WALLS & CEILING SEE NOTES, LANDINGS & W.U.I. CONCRETE SLAB FLRCONCRETE SLAB FLR 1" T&G CEILING BELOW1" T&G CEILING BELOW SEE NOTES, LANDINGS & W.U.I. CCOOVVEERREEDD PPOORRCCHH6" WALL6" WALL 6" WALL 6" WALL8"x8" S.G. ENCL.S.G. ENCL. BARRIER FREEBARRIER FREE DRAIN +2" BELOW FLOOR. CPC 408.5 TILETILE +72" UUPPPPEERR DOG WASHDOG WASH W/ CURTAINW/ CURTAIN TILETILE +72" RAISE BOTTOM 24" ONE LITE SAFETYSAFETY GLASSGLASS DOORS NOTE: STUB GAS FOR FUTURE BBQ FLOOR PLAN STRUCTURAL NOTES:FLOOR PLAN STRUCTURAL NOTES: 1.)       SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL             SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.)       TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.:                 EXTERIOR WALL: 2X6 DF STUD AT 16" O.C.             INTERIOR WALLS: 2X6 DF STUD AT 16" O.C.   3.)       SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL             ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.)       ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND             FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT             TO THE ENGINEER OF RECORD. 5.)       ALL FRAMING EXPOSED TO WEATHER, WITHOUT ADEQUATE PROTECTION, SHALL BE PRESSURE             TREATED WITH TREATMENT PROCESS AND             APPLICATION APPROPRIATE FOR EXPOSURE             ACCORDING TO MFR'S WRITTEN GUIDELINES. 6.)       ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2019 CBC FASTENING SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWISE. 7.)       DRAIN WATER ONTO IMPERMEABLE SURFACES SLOPED AWAY FROM BUILDING OR INTO CLOSED CONDUIT DISCHARGING 10'-0" MIN. FROM BUILDING. SEE    GEOTECH REPORT, WHERE APPLICABLE, FOR ADDITIONAL INFORMATION. W/ PBS OROR ABU W/ PBS OROR ABU W/ PBS OROR ABU W/ PBS OROR ABU W/ PBS OROR ABU W/ PBS OROR ABU 6"x6" 6"x6"SHELF & POLESHELF & POLESHELF & POLE VINYL PLANKVINYL PLANK FLOORFLOOR 6 SD3 6 SD3 OO..HH.. LL==55..55''33 HDU4SSTB24 HDU4SSTB24DBL.STUD DBL.STUD D B L.STUD D B L .T R IM M E R LL==88..00'' 4*4*HDU2SSTB164 SD1 4 SD1 TTYYPP..HDU2SSTB16TTYYPP.. 7 SD1 7 SD1 LL==33..00''66 H D U2 S ST B1 6 LL==33..00''66 HDU2SSTB16 H D U 2 S S T B 1 6 5 SD1 5 SD1 TTYYPP..DBL.STUDDBL.STUDLL==44..00'' 66HDU2SSTB1 6HDU2SSTB16LL==44..00''66 H D U 2 S S T B 1 6 6"x6"DBL.STUDLL==99..55'' H DU 2 S S T B2 0 4*4* HDU2SSTB20 TTYYPP.. 3 SD2 3 SD2 LL==66..00'' 33 HDU4SSTB24HDU4SSTB2466 :: 1122PPIITTCCHH66 :: 1122PPIITTCCHH6 SD3 6 SD3 BALLOON FRAME WALL (AT HATCH) W/ PBS OROR ABU LIVABLELIVABLE:: 1550 SqFt TOTAL1550 SqFt TOTAL GARAGEGARAGE:: 618 SqFt TOTAL 618 SqFt TOTAL COVEREDCOVERED PATIOPATIO:: 150 SqFt FRONT 150 SqFt FRONT 285 285 SqFt side SqFt side 435 SqFt TOTAL 435 SqFt TOTAL © COPYRIGHT 2022 SSHHEEEETT SHOWN 9/15/2022 SSCCAALLEE:: DDAATTEE::KAYLA LUIKAYLA LUI1451 CLARK ROAD, OROVILLE, CALIFORNIA 95965ASSESSORS PARCEL NUMBER 041 - 150 - 052AA TTWWOO BBEEDDRROOOOMM RREESSIIDDEENNCCEE ffoorr::OAK RIDGE CONSTRUCTIONSUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland@SummitChico.com ARCH D (24" x 36") THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: AlphaMax47@GMail.com WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. LYNN SMITH - DRAFTING 199 SYCAMORE VALLEY ROAD, CHICO, CA 95973 (530) 891-0585 WORK EMAIL ADDRESS: LynnSmith32@ATT.netFLOOR PLAN2022SHAWN MACNEILL & RYAN BECHHOLD OAKRIDGE CABINETS PHONE: (530) 864-7306 SHAWN (530) 624-1453 RYAN EMAIL ADDRESS: Shawn@OakRidgeCabinets.com RBechhold@OakRidgeCabinets.com C:/Users/Lynn/Documents/Chief X14 Plans/Oak Ridge - Kayla Lui/Lui Residence.layout OWNER: KAYLA LUI PHONE: (530) 680-6559 EMAIL ADDRESS: KaylaLui@LookAheadVet.com 9/15/2022 S L O P E S L O P E 111100vv CCOONNFFIIRRMM 111100vv CCOONNFFIIRRMM 111100vv CCOONNFFIIRRMM 2211''--00""77''--44""1199''--88""1100''--00""99''--66"" 6677''--66""1155''--1100 11//22""77''--88""2299''--00""77''--00""5599''--66 11//22""77''--00""2288''--66 11//22""2244''--00""5599''--66 11//22""2255''--1111 11//22""2200''--22 11//22""2211''--44"" 6677''--66""55''--00""22''--00""33""33"" 33""33""33""33""33''--00""1188''--00""33''--00""99''--00""33''--00""33''--1100 11//22""33""33""DDEEEEPPSSCCOORREEGRADE BEAM:GRADE BEAM: 12" WIDE x 12" THICK W/ (2) #4 TOP & BOTTOM. GRADING AT FOUNDATION:GRADING AT FOUNDATION: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL SLOPE AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 6 INCHES WITHIN THE FIRST 10 FEET (5% SLOPE). 4" CONCRETE SLAB4" CONCRETE SLAB W/ #3 REBAR AT 24"c/c EACH WAY OVER 4" ROCK BASE. 4" CONCRETE SLAB4" CONCRETE SLAB W/ #3 REBAR AT 24"c/c EACH WAY OVER 4" ROCK BASE. SLOPE TOWARDS DOOR. NOTE:NOTE: HOLD GARAGE FLOOR BACK SO THAT DOOR LANDS ON APRON 3/4" BELOW FLOOR. ROUGH OPENING FOR 3' DOOR3' DOOR PORCH EDGES:PORCH EDGES: THICKEN SLAB AT EDGES 4" THICK CONCRETE SLAB4" THICK CONCRETE SLAB OVER ROCK BASE FFOOUUNNDDAATTIIOONN PPLLAANN SCALE: 1/4" = 1'-0"ROUGH OPENING FOR18' GARAGE DOOR18' GARAGE DOORSHOWER DROPPED FLOOR:SHOWER DROPPED FLOOR: DROP FLOOR 3 1/2" (SHADED AREA). SEE FLOOR PLAN FOR DIMENSIONS. DRAIN +2" BELOW FLOOR. CPC 408.5. POST BASE NOTE:POST BASE NOTE: A 3" MINIMUM SIDE COVER IS REQUIRED TO OBTAIN FULL STRUCTURAL LOAD. NOTE: ALL ANCHOR BOLTS & HOLD-DOWN BOLTS SHALL BE IN PLACE FOR FOR FOUNDATION INSPECTION. DDEEEEPP SSCCOORREE DDEEEEPP SSCCOORREE DDEEEEPP SSCCOORREE DDEEEEPP SSCCOORREE DDEEEEPP SSCCOORREEDDEEEEPP SSCCOORREEDDEEEEPPSSCCOORREEPORCH EDGES:PORCH EDGES: THICKEN SLAB AT EDGES 4" THICK CONCRETE SLAB4" THICK CONCRETE SLAB OVER ROCK BASE POST BASE NOTE:POST BASE NOTE: A 3" MINIMUM SIDE COVER IS REQUIRED TO OBTAIN FULL STRUCTURAL LOAD. POST BASE NOTE:POST BASE NOTE: A 3" MINIMUM SIDE COVER IS REQUIRED TO OBTAIN FULL STRUCTURAL LOAD. POST BASE NOTE:POST BASE NOTE: A 3" MINIMUM SIDE COVER IS REQUIRED TO OBTAIN FULL STRUCTURAL LOAD. FOUNDATION PLAN STRUCTURAL NOTES:FOUNDATION PLAN STRUCTURAL NOTES: 1.)       SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL             SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.)       PROVIDE ANCHOR BOLT SIZE AND SPACING PER             SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.)       RECOMMENDED MINIMUM SLAB SECTION:               A-       4" CONCRETE SLAB WITH #3 AT 24" O.C. E.W.                         SECURELY LOCATED AT MID-DEPTH OF SLAB.             B-       WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1643 (DELETE AT EXTERIOR                           SLABS)-SEE SOILS REPORT IF APPLICABLE.             C-       4" FREE DRAINING MATERIAL-SEE SOILS REPORT                         IF APPLICABLE.             D-       PROPERLY PREPARED SUBGRADE-SEE SOILS                         REPORT IF APPLICABLE.             E-        CONTRACTOR TO PROVIDE CONTROL JOINTS AT                         10'-0" O.C. EA. WAY MAX.               NOTE: CURING OF SLABS SHALL FOLLOW GUIDELINES                         PROVIDED BY THE AMERICAN CONCRETE INSTITUTE                         AND THE CALIFORNIA BUILDING CODE TO MINIMIZE                         SHRINKAGE CRACKING.   4.)       TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.:                 EXTERIOR WALL: 2X6 DF STUD AT 16" O.C.             INTERIOR WALLS: 2X6 DF STUD AT 16" O.C.   5.)       SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL             ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.)       PLUMBING, SPRINKLER, AND MECHANICAL                SUBCONTRACTORS SHALL COORDINATE ALL WALL             PENETRATIONS WITH FRAMING SUBCONTRACTOR. 7.)       ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND             FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT             TO THE ENGINEER OF RECORD. 8.)       ALL FRAMING EXPOSED TO WEATHER, WITHOUT ADEQUATE PROTECTION, SHALL BE PRESSURE             TREATED WITH TREATMENT PROCESS AND             APPLICATION APPROPRIATE FOR EXPOSURE             ACCORDING TO MFR'S WRITTEN GUIDELINES. 9.)       ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN      COMPLIANCE WITH 2019 CBC FASTENING SCHEDULE,     TABLE 2304.10.1, UNLESS NOTED OTHERWISE. 10.)    DRAIN WATER ONTO IMPERMEABLE SURFACES SLOPED AWAY FROM BUILDING OR INTO CLOSED CONDUIT DISCHARGING 10'-0" MIN. FROM BUILDING. SEE GEOTECH REPORT, WHERE APPLICABLE, FOR   ADDITIONAL INFORMATION. 11.)    VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL       SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH ARCHITECT/DESIGNER. 12.)    SEE DETAIL 6/SD2 FOR TYPICAL SPREAD FOOTING SCHEDULE. TYP 1 SD2 1 SD2 TYP 2 SD2 2 SD2 TYP 7 SD2 7 SD2 TYP 4 SD2 4 SD2 TYP 5 SD2 5 SD2 F2F2 24x24 F2F2 24x24F1.5F1.5 18x18 F1.5F1.5 18x18F1.5F1.5 18x18 F3F3 36x36 F2F2 24x24 F2F2 24x24F2F2 24x24F2F2 24x24F2F2 24x24 F3F3 36x36 HDU4SSTB24 HDU4SSTB24 HDU2SSTB16HDU2SSTB16H D U2 S ST B1 6 HDU2SSTB16 H D U 2 S S T B 1 6HDU2SSTB 16HDU2SSTB16H D U 2 S S T B 1 6 H DU 2 S S T B2 0 HDU2SSTB20 HDU4SSTB24HDU4SSTB24LIVABLELIVABLE:: 1550 SqFt TOTAL1550 SqFt TOTAL GARAGEGARAGE:: 618 SqFt TOTAL 618 SqFt TOTAL COVEREDCOVERED PATIOPATIO:: 150 SqFt FRONT 150 SqFt FRONT 285 285 SqFt side SqFt side 435 SqFt TOTAL 435 SqFt TOTAL © COPYRIGHT 2022 SSHHEEEETT SHOWN 9/15/2022 SSCCAALLEE:: DDAATTEE::KAYLA LUIKAYLA LUI1451 CLARK ROAD, OROVILLE, CALIFORNIA 95965ASSESSORS PARCEL NUMBER 041 - 150 - 052AA TTWWOO BBEEDDRROOOOMM RREESSIIDDEENNCCEE ffoorr::OAK RIDGE CONSTRUCTIONSUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland@SummitChico.com ARCH D (24" x 36") THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: AlphaMax47@GMail.com WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. LYNN SMITH - DRAFTING 199 SYCAMORE VALLEY ROAD, CHICO, CA 95973 (530) 891-0585 WORK EMAIL ADDRESS: LynnSmith32@ATT.net 2022SHAWN MACNEILL & RYAN BECHHOLD OAKRIDGE CABINETS PHONE: (530) 864-7306 SHAWN (530) 624-1453 RYAN EMAIL ADDRESS: Shawn@OakRidgeCabinets.com RBechhold@OakRidgeCabinets.com C:/Users/Lynn/Documents/Chief X14 Plans/Oak Ridge - Kayla Lui/Lui Residence.layout OWNER: KAYLA LUI PHONE: (530) 680-6559 EMAIL ADDRESS: KaylaLui@LookAheadVet.com FOUNDATION PLANENERGY CALCS9/15/2022 DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT 3' 3' 3' 3' 3' 3' 3' 3' 3'3' 3' 3' 3' SOLAR ZONE - MAIN SERVICE PANELSOLAR ZONE - MAIN SERVICE PANEL THE MAIN SERVICE PANEL SHALL HAVE: 1.) A MINIMUM BUSBAR RATING OF 200 AMPS. 2.) A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC". NOTE: NOTE: SEE ROOF PLAN OR SOLAR ZONE FOR SOLAR ZONE LOCATION. NOTE:NOTE: SEE STRUCTURAL ENGINEERS CALCS AT SHEET SN FOR ROOF DEAD LOAD & ROOF LIVE LOAD, IN THE SOLAR ZONE. NOTE:NOTE: SEE ELECTRICAL PLAN FOR LOCATION OF INVERTERS & METERING EQUIPMENT. SOLAR PANEL LOCATIONS ATTIC F.A.U.ATTIC F.A.U. SEE SEE NOTESNOTES, HEATING, HEATING & COOLING, FORCED AIR UNIT& COOLING, FORCED AIR UNIT & ATTIC ACCESS& ATTIC ACCESS 1 3 1 3 2244""2244"" 2244""2244""2244""2244""2244""2244"" PPIITTCCHH 66 // 1122 1) ROOF COVERING SHALL BE CLASS A COMPOSITION ROOFING OVER 15# FELT OVER 1/2" CDX PLYWOOD OR OSB WITH 8d'S AT 6", 12" c/c. 2) ROOF PITCH SHALL BE 6:12, TYPICAL. 3) ROOF OVERHANG SHALL BE 12" AT OVERHANG & 12" AT GABLE ENDS, UNLESS OTHERWISE NOTED. LEGEND:LEGEND: 9.5'RIDGE LENGTHRIDGE LENGTH SCALE: 1/4" = 1'-0" RROOOOFF PPLLAANNSOLAR BUILDING:SOLAR BUILDING: CEC 110.10 1.) SOLAR ZONES SHALL HAVE NO DIMENSION LESS THAN 5' & NO LESS THAN 80 SQFT. CEC 110.10B1 2.) SOLAR ZONES ON SINGLE FAMILY RESIDENCES SHALL BE NO LESS THAN 250 SQFT. CEC110.10B1A. SEE CODE FOR EXCEPTIONS. 3.) SOLAR ZONES ON ROOFS 2:12 PITCH & GREATER, SHALL BE ORIENTED BETWEEN 90° & 300° OF TRUE NORTH. CEC 110.10A2 4.) SHADING: A.) NO OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO, VENTS, CHIMNEYS, ARCHITECTURAL FEATURES & ROOF MOUNTED EQUIPMENT, SHALL BE LOCATED IN THE SOLAR ZONE. B.) ANY OBSTRUCTION THAT PROJECTS ABOVE A SOLAR ZONE SHALL BE LOCATED AT LEAST TWICE THE DISTANCE, MEASURED IN A HORIZONTAL PLANE, OF THE HEIGHT DIFFERENCE BETWEEN THE HIGHEST POINT OF THE OBSTRUCTION & THE HORIZONTAL PROJECTION OF THE NEAREST POINT OF THE SOLAR ZONE, MEASURED IN A VERTICAL PLANE. (EXCEPTION: ANY ROOF OBSTRUCTION THAT IS ORIENTATED NORTH OF ALL POINTS ON THE SOLAR ZONE.) CEC110.10A3 5.) THE ROOF OR OVERHANG BELOW THE SOLAR ZONE SHALL HAVE A STRUCTURAL DESIGN LOADS FOR ROOF DEAD LOAD & ROOF LIVE LOAD SHALL BE CLEARLY INDICATED IN THE CONSTRUCTION DOCUMENTS. CEC 110.10A4 6.) ROOF MOUNTED SOLAR PANELS ARE NOT PERMITTED TO BE INSTALLED DIRECTLY BELOW EMERGENCY ESCAPE & RESCUE OPENINGS. CRC R324.6.2.2. HIP ROOF LOCATIONS:HIP ROOF LOCATIONS: CA. RESIDENTIAL CODE R324.7 1.) PANELS SHALL BE LOCATED PROVIDING A CLEAR PATHWAY NOT LESS THAN 3' IN WIDTH FROM THE EAVE TO THE RIDGE. 2.) PANELS SHALL NOT BE LOCATED LESS THAN 18" FROM HIPS OR VALLEYS EXCEPT WHERE PANELS ARE TO BE LOCATED ON ONE SIDE ONLY. 3.) PANELS SHALL NOT BE LOCATED LESS THAN 3' BELOW ROOF RIDGE. SINGLE RIDGE ROOFS:SINGLE RIDGE ROOFS: CA. RESIDENTIAL CODE R324.7.2.3 1.) PANELS LOCATED ON A SINGLE RIDGE ROOF SHALL BE LOCATED PROVIDING TWO CLEAR PATHWAYS NOT LESS THAN 3' IN WIDTH FROM THE EAVE TO THE RIDGE. 8"x8" 8"x8" 8"x8" 8"x8" 8"x8" 8"x8" 2.0' 8.3' 21.3' 16.6' 2555 SQFT OF ATTIC 150 DIVIDED BY 150 17.0317.03 SQFT OF REQUIRED NET FREE VENTILATION AREA (NFVA)SQFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) _________________________________________________________________________ RIDGE VENTSRIDGE VENTS 6.00 SQFT - (48) LIN FT OR-4 RIDGE VENT (18.0 SQ IN/LIN FT) = 0.125 SQFT/LIN FT BY LOMANCO OMNI SERIES OR EQ. BY LOMANCO OMNI SERIES OR EQ. ROOF TOP VENTSROOF TOP VENTS 2.60 SQFT - (5) 2"x32" O'HAGIN LOW PROFILE COMP COMP EYEBROW 72.0 SQ IN EACH)   = 0.52 SQFT BY O'HAGIN MFG, LLC OR EQ.BY O'HAGIN MFG, LLC OR EQ. 8.60 8.60 SQFT OF UPPER NFVA SQFT OF UPPER NFVA _________________________________________________________________________ RECTANGULAR EAVE VENTS - RECTANGULAR EAVE VENTS - VULCAN VENTS FOR W.U.I.VULCAN VENTS FOR W.U.I. 8.55 SQFT - (30) 3 1/2"x22" EAVE VENTS (41 SQ IN EACH) = 0.285 SQFT  (VE3522) BY VULCAN VENTS OR EQ. BY VULCAN VENTS OR EQ. 8.55 8.55 SQFT OF LOWER NFVASQFT OF LOWER NFVA _________________________________________________________________________ 17.1517.15 TOTAL SQFT OF VENTS (NFVA)TOTAL SQFT OF VENTS (NFVA) 66 :: 1122 PPIITTCCHH 66 :: 1122PPIITTCCHH66 :: 1122PPIITTCCHH66 :: 1122PPIITTCCHH66 :: 1122PPIITTCCHH66 :: 1122 PPIITTCCHH 66 :: 1122 PPIITTCCHH 66 :: 1122 PPIITTCCHH 66 :: 1122 PPIITTCCHH 66 :: 1122 PPIITTCCHH66 :: 1122PPIITTCCHH66 :: 1122PPIITTCCHH66 :: 1122PPIITTCCHH66 :: 1122PPIITTCCHH8"x8" 66 :: 1122 PPIITTCCHH66 :: 1122PPIITTCCHHROOF PLAN STRUCTURAL NOTES:ROOF PLAN STRUCTURAL NOTES: 1.)       SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL             SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.)       TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA,             TECO, OR PITTSBURGH RATED SHEATHING, SPAN             RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS,             APPLIED WITH LONG DIMENSION ACROSS SUPPORTS             AND ADJACENT PANELS STAGGERED WITH 4' ENDS             OFFSET 4'. EDGE NAIL WITH 8d COMMON OR             EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT             ALL PANEL EDGES, BOUNDARIES, GABLE ENDS,             BLOCKING AND WHERE INDICATED ON PLAN. FIELD             NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL             EDGES U.N.O. BY PANEL MANUFACTURER. PROVIDE (1)   PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING         PANEL EDGES. 3.)       SEE NOTE SECTION 8-SN FOR ROOF TRUSSES BY             OTHERS. 4.)       TYPICAL HEADER BELOW SHALL BE 6X8 DF#2 UNO. 5.)       PROVIDE DBL 2X STUD/TRIMMER/CRIPPLE MIN. U.N.O.    AT ALL BEAM AND GIRDER TRUSS BEARING POINTS        AND CONTINUE IN WALL TO FOUNDATION. 6.)       PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM,             BEAM TO BEAM, BEAM TO POST, AND POST TO POST             CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS,             U.N.O. PER PLAN AND DETAILS. 7.)       ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND             FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT             TO THE ENGINEER OF RECORD. 8.)       ALL FRAMING EXPOSED TO WEATHER, WITHOUT                ADEQUATE PROTECTION, SHALL BE PRESSURE             TREATED WITH TREATMENT PROCESS AND             APPLICATION APPROPRIATE FOR EXPOSURE             ACCORDING TO MFR'S WRITTEN GUIDELINES. 9.)       ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER             AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS             MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED             TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD             AND BUILDING DEPARTMENT APPROVAL PRIOR TO             CONSTRUCTION. 10.)    CONTRACTOR TO VERIFY THE LOCATION AND LOADING             OF ALL TRUSS TO TRUSS BRACING AND MECHANICAL     CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. 11.)    ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN      COMPLIANCE WITH 2019 CBC FASTENING SCHEDULE,     TABLE 2304.10.1, UNLESS NOTED OTHERWISE. 12.)    VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, RAKE             BREAKS, SLOPES, HIPS AND VALLEYS WITH ARCHITECT/DESIGNER. 6"x6" 6"x6" 6"x6" 5 1/4" x 11 7/8" LVL GIRDER TRUSSGIRDER TRUSS: TYP. U.N.O. 4 SD3 4 SD3 9 SD3 9 SD3 8 SD3 8 SD3 10 SD3 10 SD3 2 SD3 2 SD3 TYP. 4 SD3 4 SD3 SIM. 7 SD3 7 SD3 TYP. 1 SD3 1 SD3 TYP. 8"x12" DF#2 8"x12" DF#2 8"x12" DF#2 W/ PCZ BENT STRAPBENT STRAP & POST CAP PER 11/SD2 STRAP BEAMSTRAP BEAM TO WALL FRAMING PER 8/SD2 DRAG TRUSSDRAG TRUSS: 2700# STRAP BEAMSTRAP BEAM TO BEAM PER 9/SD2 6"x12" DF#1 6"x10" DF#2 CLIP DRAG TRUSSCLIP DRAG TRUSS TO TOP PLATE/BEAM W/ (4) A35 CLIPS DRAG TRUSSDRAG TRUSS: 2000# EXTEND BEAM 7 1/2" INTO WALL & NOTCH AS REQUIRED. HUC HANGER W/ ALL HOLES FILLED 6"x10" DF#2 BENT STRAPBENT STRAP & POST CAP PER 11/SD2 HUC HANGER W/ ALL HOLES FILLED 8"x12" DF#2, TYP. AT COVERED PORCH U.N.O. BENT STRAPBENT STRAP & POST CAP PER 11/SD2 SCREWS PER 10/SD2 6"x6" CRIPPLE POST MIN. WITH PCZ TOP & INVERTED PCZ BOTTOM, OR EQUAL. 6"x8" DF#2 2"x6" DF#2 RAFTERS AT 24" c/c, TYP. W/ PCZ BENT STRAPBENT STRAP & POST CAP PER 11/SD2 6"x8" DF#2 HEADER, TYP. U.N.O. MSTA36 STRAPMSTA36 STRAP DRAG TRUSS TO TOP PLATE PER 5/SD3 PROVIDE THE ABOVE ATTIC VENTS ATTIC VENTILATION CALCULATIONS IINNVVEERRTTEERR//MMEETTEERRIINNGGLLOOCCAATTIIOONN 220000AA EELLEECCTT..SSEERRVVIICCEE TTYYPPIICCAALLSSOOLLAARR PPAANNEELLSSEEPPAARRAATTEEPPEERRMMIITTRREEQQUUIIRREEDDNN..II..CC..DDOORRMMEERR VVEENNTTDDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT 111100°°2277 00°°SOLAR ZONESOLAR ZONETRUE NORTHEE // LL EE // LL SOLAR PANEL 40" x 66", TYP. FOR ILLUSTRATION PURPOSES ONLY SCALE: 1/16" = 1'-0" SSOOLLAARR ZZOONNEE ELECTRICAL ROUTE SOLAR ZONE:SOLAR ZONE: SEE SOLAR BUILDING NOTES NOTE:NOTE: THE MAXIMUM WEIGHT OF THE F.A.U. & ACCESSORIES MOUNTED TO TRUSSES IS 200 LBS. 1 1/8" X 1 1/8" ANGLE W/ (2) 1/4" X 2" LONG LAG BOLTS INTO TOP ROOFING MEMBER - TYPICAL. 3/8" DIA. THREADED ROD RAFTERS AT 24" c/c FORCED AIR UNIT HVAC CONNECTION DETAIL ROOF PLY 45 deg 1 1/8" X 1 1/8" ANGLE W/ NUTS & WASHERS. SEISMIC RESTRAINTS (4) DIRECTIONS. 1 3 1 3 SCALE: 1/2" = 1'-0" 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE. 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. 2 1/2" EDGE DISTANCE AT LAG BOLTS, TYP (LAG BOLT CAPACITY = 82#/BOLT - THEREFORE OK.). LIVABLELIVABLE:: 1550 SqFt TOTAL1550 SqFt TOTAL GARAGEGARAGE:: 618 SqFt TOTAL 618 SqFt TOTAL COVEREDCOVERED PATIOPATIO:: 150 SqFt FRONT 150 SqFt FRONT 285 285 SqFt side SqFt side 435 SqFt TOTAL 435 SqFt TOTAL © COPYRIGHT 2022 SSHHEEEETT SHOWN 9/15/2022 SSCCAALLEE:: DDAATTEE::KAYLA LUIKAYLA LUI1451 CLARK ROAD, OROVILLE, CALIFORNIA 95965ASSESSORS PARCEL NUMBER 041 - 150 - 052AA TTWWOO BBEEDDRROOOOMM RREESSIIDDEENNCCEE ffoorr::OAK RIDGE CONSTRUCTIONSUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland@SummitChico.com ARCH D (24" x 36") THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: AlphaMax47@GMail.com WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. LYNN SMITH - DRAFTING 199 SYCAMORE VALLEY ROAD, CHICO, CA 95973 (530) 891-0585 WORK EMAIL ADDRESS: LynnSmith32@ATT.net 2022SHAWN MACNEILL & RYAN BECHHOLD OAKRIDGE CABINETS PHONE: (530) 864-7306 SHAWN (530) 624-1453 RYAN EMAIL ADDRESS: Shawn@OakRidgeCabinets.com RBechhold@OakRidgeCabinets.com C:/Users/Lynn/Documents/Chief X14 Plans/Oak Ridge - Kayla Lui/Lui Residence.layout OWNER: KAYLA LUI PHONE: (530) 680-6559 EMAIL ADDRESS: KaylaLui@LookAheadVet.com ROOF PLANATTIC VENTILATION CALCSHVAC CONNECTION DETAILSOLAR ZONESOLAR PANEL LOCATIONSTRUSS LAYOUT SHEET9/15/2022 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 22664400SSHH 33005500SSHH 33004400SSHH 33002200LLSS 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT IINNVVEERRTTEERR// MMEETTEERRIINNGG LLOOCCAATTIIOONN 220000AA EELLEECCTT.. SSEERRVVIICCEE DDRRYYEERR VVEENNTT RREEAARR EELLEEVVAATTIIOONN SCALE: 1/4" = 1'-0" ELECT. DISCONNECT:ELECT. DISCONNECT: SEE NOTES: HEATING & COOLING. THIS PROPERTY IS IN A STATETHIS PROPERTY IS IN A STATE RESPONSIBILITY AREA (SRA):RESPONSIBILITY AREA (SRA): SEE GENERAL NOTES: WILDLAND URBAN INTERFACE (W.U.I.) TRUSSES @ 24" c/cTRUSSES @ 24" c/c DESIGN & CALCS BY OTHERS 3 COAT STUCCO:3 COAT STUCCO: 3/4" THICK, APPLIED OVER 2 LAYERS OF GRADE D PAPER. ELECT. SERVICE:ELECT. SERVICE: SEE ELECTRICAL NOTES: SERVICE PANELS. HVAC COND. UNIT:HVAC COND. UNIT: SEE NOTES: HEATING & COOLING. FASCIA & GUTTER:FASCIA & GUTTER: CONNECT TO 2"x3" DOWNSPOUTS, CONFIRM. ROOF VENTILATION:ROOF VENTILATION: SEE ROOF PLAN & ROOF VENTILATION CALCS. CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT SOLARSOLAR ZONE:ZONE: INVERTERS & METERING EQUIPMENT LOCATION. STUCCO WEEP SCREEDS:STUCCO WEEP SCREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE SOIL. 26 GAUGE MINIMUM CRC R703.7.2.1. SOLAR PANELS:SOLAR PANELS: SEE SOLAR ZONE & WORKSHEET. SEPARATE PERMIT REQUIRED.SEPARATE PERMIT REQUIRED. CLASS ACLASS A COMPOSITION ROOFING:COMPOSITION ROOFING: OVER 15# FELT OVER 1/2" CDX PLYWOOD OR OSB WITH 8d'S AT 6", 12" c/c. PITCH 6 / 1PITCH 6 / 12 CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 22664400SSHH 33005500SSHH 33004400SSHH 33002200LLSS 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT IINNVVEERRTTEERR// MMEETTEERRIINNGG LLOOCCAATTIIOONN 220000AA EELLEECCTT.. SSEERRVVIICCEE DDRRYYEERR VVEENNTT 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 22664400SSHH 33005500SSHH 33005500SSHH 33008800 DD..SS.. TTOO YYAARRDD DDRRAAIINN 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG TTYYPPIICCAALL SSOOLLAARR PPAANNEELL SSEEPPAARRAATTEE PPEERRMMIITT RREEQQUUIIRREEDD NN..II..CC.. DD..SS.. TTOO YYAARRDD DDRRAAIINN DDIISSCCOONNNNEECCTT DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN HHVVAACC CCOONNDD.. UUNNIITT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DD..SS.. TTOO YYAARRDD DDRRAAIINN IINNVVEERRTTEERR// MMEETTEERRIINNGG LLOOCCAATTIIOONN 220000AA EELLEECCTT.. SSEERRVVIICCEE LLEEFFTT SSIIDDEE EELLEEVVAATTIIOONN SCALE: 1/4" = 1'-0" ELECT. DISCONNECT:ELECT. DISCONNECT: SEE NOTES: HEATING & COOLING. THIS PROPERTY IS IN A STATETHIS PROPERTY IS IN A STATE RESPONSIBILITY AREA (SRA):RESPONSIBILITY AREA (SRA): SEE GENERAL NOTES: WILDLAND URBAN INTERFACE (W.U.I.) TRUSSES @ 24" c/cTRUSSES @ 24" c/c DESIGN & CALCS BY OTHERS 3 COAT STUCCO:3 COAT STUCCO: 3/4" THICK, APPLIED OVER 2 LAYERS OF GRADE D PAPER. LANDINGS:LANDINGS: SEE NOTES: LANDINGS. 1/2 LITE SAFETYSAFETY GLASSGLASS DOOR ELECT. SERVICE:ELECT. SERVICE: SEE ELECTRICAL NOTES: SERVICE PANELS. HVAC COND. UNIT:HVAC COND. UNIT: SEE NOTES: HEATING & COOLING. FASCIA & GUTTER:FASCIA & GUTTER: CONNECT TO 2"x3" DOWNSPOUTS, CONFIRM. ROOF VENTILATION:ROOF VENTILATION: SEE ROOF PLAN & ROOF VENTILATION CALCS. CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT SOLARSOLAR ZONE:ZONE: INVERTERS & METERING EQUIPMENT LOCATION. STUCCO WEEP SCREEDS:STUCCO WEEP SCREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE SOIL. 26 GAUGE MINIMUM CRC R703.7.2.1. SOLAR PANELS:SOLAR PANELS: SEE SOLAR ZONE & WORKSHEET. SEPARATE PERMIT REQUIRED.SEPARATE PERMIT REQUIRED. CLASS ACLASS A COMPOSITION ROOFING:COMPOSITION ROOFING: OVER 15# FELT OVER 1/2" CDX PLYWOOD OR OSB WITH 8d'S AT 6", 12" c/c. PITCH 6 / 1PITCH 6 / 12 8"x8" POSTS CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT LANDINGS:LANDINGS: SEE NOTES: LANDINGS. 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 22664400SSHH 33005500SSHH 33005500SSHH 33008800 DD..SS.. TTOO YYAARRDD DDRRAAIINN 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG TTYYPPIICCAALL SSOOLLAARR PPAANNEELL SSEEPPAARRAATTEE PPEERRMMIITT RREEQQUUIIRREEDD NN..II..CC.. DD..SS.. TTOO YYAARRDD DDRRAAIINN DDIISSCCOONNNNEECCTT DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN HHVVAACC CCOONNDD.. UUNNIITT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DDOORRMMEERR VVEENNTT DD..SS.. TTOO YYAARRDD DDRRAAIINN IINNVVEERRTTEERR// MMEETTEERRIINNGG LLOOCCAATTIIOONN 220000AA EELLEECCTT.. SSEERRVVIICCEE 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 33668800 DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOOOORR BBEELLLL DD..SS.. TTOO YYAARRDD DDRRAAIINN HHVVAACC CCOONNDD.. UUNNIITT IINNVVEERRTTEERR// MMEETTEERRIINNGG LLOOCCAATTIIOONN 220000AA EELLEECCTT.. SSEERRVVIICCEE FFRROONNTT EELLEEVVAATTIIOONN SCALE: 1/4" = 1'-0" THIS PROPERTY IS IN A STATETHIS PROPERTY IS IN A STATE RESPONSIBILITY AREA (SRA):RESPONSIBILITY AREA (SRA): SEE GENERAL NOTES: WILDLAND URBAN INTERFACE (W.U.I.) TRUSSES @ 24" c/cTRUSSES @ 24" c/c DESIGN & CALCS BY OTHERS 3 COAT STUCCO:3 COAT STUCCO: 3/4" THICK, APPLIED OVER 2 LAYERS OF GRADE D PAPER. LANDINGS:LANDINGS: SEE NOTES: LANDINGS. SAFETY GLASSSAFETY GLASS ELECT. SERVICE:ELECT. SERVICE: SEE ELECTRICAL NOTES: SERVICE PANELS. HVAC COND. UNIT:HVAC COND. UNIT: SEE NOTES: HEATING & COOLING. FASCIA & GUTTER:FASCIA & GUTTER: CONNECT TO 2"x3" DOWNSPOUTS, CONFIRM. ROOF VENTILATION:ROOF VENTILATION: SEE ROOF PLAN & ROOF VENTILATION CALCS. CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT 9' PLATE HEIGHT STREET ADDRESS:STREET ADDRESS: SEE NOTES: SITE ADDRESS. SOLARSOLAR ZONE:ZONE: INVERTERS & METERING EQUIPMENT LOCATION. STUCCO WEEP SCREEDS:STUCCO WEEP SCREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE SOIL. 26 GAUGE MINIMUM CRC R703.7.2.1. SOLAR PANELS:SOLAR PANELS: SEE SOLAR ZONE & WORKSHEET. SEPARATE PERMIT REQUIRED.SEPARATE PERMIT REQUIRED. CLASS ACLASS A COMPOSITION ROOFING:COMPOSITION ROOFING: OVER 15# FELT OVER 1/2" CDX PLYWOOD OR OSB WITH 8d'S AT 6", 12" c/c. PITCH 6 / 1PITCH 6 / 12 8"x8" POST EAVES & SOFFIT NOTES:EAVES & SOFFIT NOTES: VENTS MUST BE WILDLAND FLAME & EMBER RESISTANT (WUI) VENTS APPROVED & LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS LISTED TO ASTM E2886.  CRC R337.6.3. &  CBC 706A.3. SEE NOTE, W.U.I. FOR EXCEPTIONS. EXTERIOR DOORS:EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE NOT LESS THAN 20 MINUTES FIRE RESISTANT IN ACCORDANCE WITH CRC. SECTION R337.8.3. EXTERIOR GLAZING:EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER CRC SECTION R337.8 ALL EXTERIOR WALLS:ALL EXTERIOR WALLS: ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH CRC. SECTION R337.7 EXTERIOR PORCH CEILINGS:EXTERIOR PORCH CEILINGS: ALL EXTERIOR PORCH CEILINGS SHALL BE IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH CRC. SECTION R337.7.6 ROOF GUTTERS:ROOF GUTTERS: SHALL BE PROVIDED W/ MEANS TO PREVENT THE ACCUMULATION OF LEAVES & DEBRIS IN GUTTERS. CRC R337.5.4. GARAGE DOOR PERIMETER:GARAGE DOOR PERIMETER: DOORS SHALL RESIST THE INTRUSION OF EMBERS FROM ENTERING BY PREVENTING GAPS BETWEEN DOORS & DOOR OPENINGS, ALL SIDES, TOP & BOTTOM, FROM EXCEEDING 1/8" WITH ONE OF THE FOLLOWING METHODS: 1 APPROVED WEATHER-STRIPPING PRODUCTS. 2 DOOR OVERLAPS ONTO JAMBS & HEADERS. 3 GARAGE DOOR JAMBS & HEADERS COVERED WITH METAL FLASHING. CBC 708A.4. VENTS:VENTS: THE REQUIREMENTS OF CBC 706.A.2.1 SHALL APPLY TO GABLE ENDS, RIDGE ENDS, CRAWL SPACES, FOUNDATIONS & ALL OTHER VENTS MOUNTED ON A VERTICAL WALL. VENTS MUST BE WILDLAND FLAME & EMBER RESISTANT (WUI) VENTS APPROVED & LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS LISTED TO ASTM E2886.  CRC R337.6.3.  CBC 706A.3. 8"x8" POSTS CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT LANDINGS:LANDINGS: SEE NOTES: LANDINGS. 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 33668800 DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOOOORR BBEELLLL DD..SS.. TTOO YYAARRDD DDRRAAIINN HHVVAACC CCOONNDD.. UUNNIITT IINNVVEERRTTEERR// MMEETTEERRIINNGG LLOOCCAATTIIOONN 220000AA EELLEECCTT.. SSEERRVVIICCEE NOTE:NOTE: SEE SHEET 2 FOR BUILDING ENERGY ANALYSIS REPORT - MINIMUM REQUIREMENT RECAP. NOTE:NOTE: PROVIDE PLASTIC OR POLYSTYRENE BAFFLES TO MAINTAIN 1" CLEARANCE BETWEEN INSULATION & ROOF SHEATHING & VENTS. CRC SECTION R806.3. ATTIC INSULATION:ATTIC INSULATION: AS PER ENERGY CALCS TRUSSES @ 24" c/cTRUSSES @ 24" c/c DESIGN & CALCS BY OTHERS 5/8" GYP. BD. GGRRAAVVEELL FFIILLLL 44"" CCOONNCCRREETTEE SSLLAABB FFIINNIISSHHEEDD GGRRAADDEE 2" x 4" STUDS @ 16" c/c 2" x 6" STUDS @ 16" c/c SCALE: 1/4" = 1'-0" SSEECCTTIIOONN AA--44A 4 A 4 FOUNDATION DETAILS:FOUNDATION DETAILS: SEE STRUCTURAL PAGES FOR DETAILS STUCCO WEEP SCREEDS:STUCCO WEEP SCREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE SOIL. 26 GUAGE MINIMUM CRC R703.7.2.1. 3 COAT STUCCO:3 COAT STUCCO: APPLIED OVER 2 LAYERS OF GRADE D PAPER. FASCIA & GUTTER:FASCIA & GUTTER: CONNECT TO 2"x3" DOWNSPOUTS ROOF VENTILATION:ROOF VENTILATION: SEE ROOF PLAN & ROOF VENTILATION CALCS. CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT WALL INSULATIONWALL INSULATION AS PER ENERGY CALCS THIS PROPERTY IS IN A STATETHIS PROPERTY IS IN A STATE RESPONSIBILITY AREA (SRA):RESPONSIBILITY AREA (SRA): SEE GENERAL NOTES: WILDLAND URBAN INTERFACE (W.U.I.) CLASS ACLASS A COMPOSITION ROOFING:COMPOSITION ROOFING: OVER 15# FELT OVER 1/2" CDX PLYWOOD OR OSB WITH 8d'S AT 6", 12" c/c. PITCH 6 / 1PITCH 6 / 12 9' PLATE HEIGHT NOTE:NOTE: SEE W.U.I. NOTES, THIS PAGE. 5/8" GYP. BD. LIVABLELIVABLE:: 1550 SqFt TOTAL1550 SqFt TOTAL GARAGEGARAGE:: 618 SqFt TOTAL 618 SqFt TOTAL COVEREDCOVERED PATIOPATIO:: 150 SqFt FRONT 150 SqFt FRONT 285 285 SqFt side SqFt side 435 SqFt TOTAL 435 SqFt TOTAL © COPYRIGHT 2022 SSHHEEEETT SHOWN 9/15/2022 SSCCAALLEE:: DDAATTEE::KAYLA LUIKAYLA LUI1451 CLARK ROAD, OROVILLE, CALIFORNIA 95965ASSESSORS PARCEL NUMBER 041 - 150 - 052AA TTWWOO BBEEDDRROOOOMM RREESSIIDDEENNCCEE ffoorr::OAK RIDGE CONSTRUCTIONSUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland@SummitChico.com ARCH D (24" x 36") THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: AlphaMax47@GMail.com WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. LYNN SMITH - DRAFTING 199 SYCAMORE VALLEY ROAD, CHICO, CA 95973 (530) 891-0585 WORK EMAIL ADDRESS: LynnSmith32@ATT.net 2022SHAWN MACNEILL & RYAN BECHHOLD OAKRIDGE CABINETS PHONE: (530) 864-7306 SHAWN (530) 624-1453 RYAN EMAIL ADDRESS: Shawn@OakRidgeCabinets.com RBechhold@OakRidgeCabinets.com C:/Users/Lynn/Documents/Chief X14 Plans/Oak Ridge - Kayla Lui/Lui Residence.layout OWNER: KAYLA LUI PHONE: (530) 680-6559 EMAIL ADDRESS: KaylaLui@LookAheadVet.com EXTERIOR ELEVATIONSSECTION A-41188008800 1122008800 11664400SSCC CCEEIILLIINNGG FFAANN -- NNOO LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS.. SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP HHOOLLDDEERRSS DDOOOORR OOPPEENNEERR KKEEYY PPAADD 33004400FFXX11664400SSCC DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT CCEEIILLIINNGG FFAANN -- NNOO LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS.. SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP HHOOLLDDEERRSS 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 111100vv CCOONNFFIIRRMM 111100vv CCOONNFFIIRRMM 111100vv CCOONNFFIIRRMM 111100vv CCOONNFFIIRRMM RRIIGGHHTT SSIIDDEE EELLEEVVAATTIIOONN SCALE: 1/4" = 1'-0" THIS PROPERTY IS IN A STATETHIS PROPERTY IS IN A STATE RESPONSIBILITY AREA (SRA):RESPONSIBILITY AREA (SRA): SEE GENERAL NOTES: WILDLAND URBAN INTERFACE (W.U.I.)TRUSSES @ 24" c/cTRUSSES @ 24" c/c DESIGN & CALCS BY OTHERS 3 COAT STUCCO:3 COAT STUCCO: 3/4" THICK, APPLIED OVER 2 LAYERS OF GRADE D PAPER. LANDINGS:LANDINGS: SEE NOTES: LANDINGS. OVERHEAD GARAGE DOOR:OVERHEAD GARAGE DOOR: SEE NOTES: GARAGE. SLIDING SAFETYSAFETY GLASSGLASS DOOR FASCIA & GUTTER:FASCIA & GUTTER: CONNECT TO 2"x3" DOWNSPOUTS, CONFIRM. ROOF VENTILATION:ROOF VENTILATION: SEE ROOF PLAN & ROOF VENTILATION CALCS. CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT STUCCO WEEP SCREEDS:STUCCO WEEP SCREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE SOIL. 26 GAUGE MINIMUM CRC R703.7.2.1. COMPOSITION ROOFING:COMPOSITION ROOFING: OVER 15# FELT OVER 1/2" CDX PLYWOOD OR OSB WITH 8d'S AT 6", 12" c/c. PITCH 6 / 1PITCH 6 / 12 8"x8" POSTS 8"x8" POSTS EAVES & SOFFIT NOTES:EAVES & SOFFIT NOTES: VENTS MUST BE WILDLAND FLAME & EMBER RESISTANT (WUI) VENTS APPROVED & LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS LISTED TO ASTM E2886.  CRC R337.6.3. &  CBC 706A.3. SEE NOTE, W.U.I. FOR EXCEPTIONS. EXTERIOR DOORS:EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE NOT LESS THAN 20 MINUTES FIRE RESISTANT IN ACCORDANCE WITH CRC. SECTION R337.8.3. EXTERIOR GLAZING:EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER CRC SECTION R337.8 ALL EXTERIOR WALLS:ALL EXTERIOR WALLS: ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH CRC. SECTION R337.7 EXTERIOR PORCH CEILINGS:EXTERIOR PORCH CEILINGS: ALL EXTERIOR PORCH CEILINGS SHALL BE IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH CRC. SECTION R337.7.6 ROOF GUTTERS:ROOF GUTTERS: SHALL BE PROVIDED W/ MEANS TO PREVENT THE ACCUMULATION OF LEAVES & DEBRIS IN GUTTERS. CRC R337.5.4. GARAGE DOOR PERIMETER:GARAGE DOOR PERIMETER: DOORS SHALL RESIST THE INTRUSION OF EMBERS FROM ENTERING BY PREVENTING GAPS BETWEEN DOORS & DOOR OPENINGS, ALL SIDES, TOP & BOTTOM, FROM EXCEEDING 1/8" WITH ONE OF THE FOLLOWING METHODS: 1 APPROVED WEATHER-STRIPPING PRODUCTS. 2 DOOR OVERLAPS ONTO JAMBS & HEADERS. 3 GARAGE DOOR JAMBS & HEADERS COVERED WITH METAL FLASHING. CBC 708A.4. VENTS:VENTS: THE REQUIREMENTS OF CBC 706.A.2.1 SHALL APPLY TO GABLE ENDS, RIDGE ENDS, CRAWL SPACES, FOUNDATIONS & ALL OTHER VENTS MOUNTED ON A VERTICAL WALL. VENTS MUST BE WILDLAND FLAME & EMBER RESISTANT (WUI) VENTS APPROVED & LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS LISTED TO ASTM E2886.  CRC R337.6.3.  CBC 706A.3. ACRYLIC WINDOW PANESACRYLIC WINDOW PANES CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT CCOONNTTIINNUUOOUUSS RRIIDDGGEE VVEENNTT LANDINGS:LANDINGS: SEE NOTES: LANDINGS. 1188008800 1122008800 11664400SSCC CCEEIILLIINNGG FFAANN -- NNOO LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS.. SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP HHOOLLDDEERRSS DDOOOORR OOPPEENNEERR KKEEYY PPAADD 33004400FFXX11664400SSCC DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT DD..SS.. TTOO YYAARRDD DDRRAAIINN DD..SS.. TTOO YYAARRDD DDRRAAIINN DDOORRMMEERR VVEENNTT CCEEIILLIINNGG FFAANN -- NNOO LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS.. SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP HHOOLLDDEERRSS 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 111100vv CCOONNFFIIRRMM 111100vv CCOONNFFIIRRMM 111100vv CCOONNFFIIRRMM 111100vv CCOONNFFIIRRMM D/WTV 3 3 R R4 R R EP T CO/SD SD GFCI WP GFCI +48" GFCI WP GFCI GD WP A OC AV CONTROL DC DRYER WASHER GFCI DISH WASHER ELECT RANGE GAS C.T.GAS RANGE HOOD VENT MICRO WAVE RECESS +60" GFCI GFCI +60"GFCI WP +60" GFCI WP HUM.VAC GGAASS SSEERRVVIICCEE 220000AA EELLEECCTT.. SSEERRVVIICCEE DDIISSCCOONNNNEECCTT VVAACC DDOOOORR BBEELLLL HHOOMMEE SSEECCUURRIITTYY AALLAARRMM IINNTTEERRCCOOMM DDIIMMDDIIMM99WW MMIINNII 77WW LL..VV.. PPEENN SSCCOOCCCCEEXXHHAAUUSSTT FFAANN//LLIIGGHHTT 1111WW LLEEDD LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: EEXXHHAAUUSSTT FFAANNSS.. 1100WW LLEEDD WWEEIIGGHHTTEEDD PPEENNDDAANNTT 3300WW LLEEDD WW..II.. CCAANNDDEELLAABBRRAA 3300WW LLEEDD 4488"" TTRRAACCKK 1100WW LLEEDD PPIIVVOOTT RREEAADDIINNGG 1100WW LLEEDD SSWWIINNGG AARRMM RREEAADDIINNGG 1100WW LLEEDD SSWWIIVVEELL RREEAADDIINNGG 66WW LLEEDD PPAATTHH 4488"" 1144WW TTUUBBEE 99WW LL..VV.. 33WW PPKK AABBOOVVEE 2244"" 88WW TTUUBBEE 3366"" 1100WW TTUUBBEE 6655WW LLEEDD PPEENNDDAANNTT 3300WW LLEEDD PPEENNDDAANNTT 4400WW LLEEDD PPEENNDDAANNTT 3300WW LLEEDD PPEENNDDAANNTT 2266WW LLEEDD PPEENNDDAANNTT 2244WW LLEEDD PPEENNDDAANNTT 2222WW LLEEDD KKEEYYLLEESSSS 1100WW KKEEYYLLEESSSS WW// PP..CC.. 1100WW 1111WW LLEEDD 1144WW LLEEDD 1144WW LLEEDD EEYYEEBBAALLLL 44WW LL..VV.. DDUUAALL SSPPOOTT 4400WW DDEECCOO SSPPOOTT 1199WW TTRRIIPPOODD SSPPOOTT 1199WW 1144WW LLEEDD 2244"" TTRRAACCKK 3300WW LLEEDD CCAABBLLEE LLIIGGHHTTIINNGG 2266WW LLEEDD TTRRAACCKK LLIIGGHHTTIINNGG 2244WW LLEEDD TTRRAACCKK CCHHAANNDDEELLIIEERR 9966"" 22 TTUUBBEE FFLLUUOORREESSCCEENNTT SSHHOOPPLLIIGGHHTT -- 6600WW FFLLUUOORREESSCCEENNTT SSHHOOPP -- 3322WW 4488"" -- 3322WW -- 22 TTUUBBEE LLEEDD 6644WW -- 44 TTUUBBEE LLEEDD 9966"" ((22)) TTUUBBEE FFLLUUOORREESSCCEENNTT -- 6600WW 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, LLIIGGHHTTSS.. 88WW LLEEDD BBOOWWLL SSCCOONNCCEE 1166WW LLEEDD BBOOWWLL SSCCOONNCCEE 2244WW LLEEDD BBOOWWLL SSCCOONNCCEE 3322WW LLEEDD BBOOWWLL SSCCOONNCCEE 99WW LLEEDD SSCCOONNCCEE 77WW LLEEDD AARRTT LLIIGGHHTT 2244WW LLEEDD LLIIGGHHTT BBAARR 2244WW LLEEDD VV.. LLIIGGHHTT BBAARR 4400WW LLEEDD DDUUAALL SSPPOOTT SSEEEE EELLEECCTT.. NNOOTTEESS,, LLIIGGHHTTSS 4400WW LLEEDD SSPPOOTTSS WW// MMOOTTIIOONN SSEEEE NNOOTTEESS,, LLIIGGHHTTSS 88WW LLEEDD BBOOXX 88WW LLEEDD FFLLAARREE 66WW LLEEDD PPAATTHH 66WW LLEEDD TTUULLIIPP 44WW LLEEDD SSPPOOTT SSUUBB PPAANNEELL TTHHEERRMMOOSSTTAATT CCOO//SSMMOOKKEE DDEETTEECCTT''RR SSEEEE EELLEECCTT.. NNOOTTEESS:: SSMMOOKKEE//CCOO AALLAARRMMSS SSMMOOKKEE DDEETTEECCTTOORR SSEEEE EELLEECCTT.. NNOOTTEESS:: SSMMOOKKEE//CCOO AALLAARRMMss CCEEIILLIINNGG FFAANN WW// LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS.. 1177WW LLEEDD LLIIGGHHTTSS SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP HHOOLLDDEERRSS.. CCEEIILLIINNGG FFAANN WW// LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS 1177WW LLEEDD LLIIGGHHTTSS SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP.. HHOOLLDDEERRSS EEXXHHAAUUSSTT FFAANN 5500 CCFFMM SSEEEE EELLEECCTT.. NNOOTTEESS:: EEXXHHAAUUSSTT FFAANNSS.. EEXXHHAAUUSSTT FFAANN SSEEEE EENNEERRGGYY II..AA..QQ.. 11 SSOONNEE MMAAXX.. ""VVEENNTT CCOONNTTRROOLL"" EEXXHHAAUUSSTT//LLIIGGHHTT//HHEEAATT 1111WW LLEEDD LLTT -- 11440000WW HHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: EEXXHHAAUUSSTT FFAANNSS PPHHOONNEE CCHHRRIISSTTMMAASS LLIIGGHHTTSS,, SSEEEE EELLEECCTT.. NNOOTTEESS:: CCHHRRIISSTTMMAASS LLIIGGHHTTSS ++4488"" 111100vv CCOONNFFIIRRMM 222200vv 222200VV WW..HH.. FFAANN VVEENNTT CCNNTTRRLL33WW PPKK IINN CCAABB.. 33WW PPKK 5500WW LLEEDD PPEENNDDAANNTT 5500WW LLEEDD PPEENNDDAANNTT 5500WW LLEEDD PPEENNDDAANNTT 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG DDAARRKK SSKKYY CCOOMMPPLLIIAANNTT.. 220 VOLT:220 VOLT: 220v, WEATHERPROOF 220v SSYYMMBBOOLL DDEESSCCRRIIPPTTIIOONN EXHAUST FAN, EXHAUST FAN W/ LIGHT & EXHAUST FAN W/ LIGHT & HEAT. LAUNDRY ROOM OR (1) BATHROOM FAN W/ A MAX. NOISE RATING OF 1 SONE. THE SWITCH SHALL BE LABELED "VENTILATION CONTROL". SEE ENERGY CALCS FOR CFM MIN. EACH BATHROOM FAN SHALL BE 50 CFM MIN. W/ A NOISE RATING OF 3 SONE MAX. BATHROOM FANS MUST BE HUMIDISTAT CONTROLLED CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. CGBSC SEC. 4.506 BASEBOARD HEAT. CAT5 W/ TV, PHONE & TV JACKS APPLIANCESAPPLIANCES:: DRYER, WASHER, DISHWASHER, ELECT. RANGE, DISPOSAL, GAS COOKTOP, HOOD W/ VENT, MICROWAVE, OVEN, REFRIGERATOR, SAUNA, STEAM, TOWEL WARMER, TRASH COMPACTOR 110 VOLT:110 VOLT: CHRISTMAS WEATHERPROOF DUPLEX, CLOSET DUPLEX, DUPLEX W/ USB, DUPLEX, DUPLEX SPLIT WIRED, RECESSED DUPLEX, GFCI, GARAGE GFCI, GFCI FOR TV +60" (WHEN NEEDED), DUPLEX FOR TV +60", WEATHERPROOF DUPLEX, CEILING MOUNTED GARAGE DUPLEX & FLOOR DUPLEX. ALL SHALL BE TAMPER RESISTANT. SWITCHES:SWITCHES: AIR SWITCH, DISPOSAL, OCCUPANCY, HUMIDISTAT, SWITCH, VACANCY SENSOR, DIMMER, SPEED CONTROL, WHOLE HOUSE FAN, 3-WAY, 3- WAY DIMMER, TIMER, WATERPROOF & HUMIDISTAT SWITCH LABELED "VENTILATION CONTROL". NOTENOTE: : NOT ALL 3-WAY & 4-WAY DESIGNATIONS ARE SHOWN. EELLEECCTTRRIICCAALL LLEEGGEENNDD VACUUM OUTLET & WALL MOUNTED CENTRAL VACUUM SYSTEM CABINET MOUNTED LIGHTING:CABINET MOUNTED LIGHTING: ABOVE CABINET PUCK, UNDER CABINET PUCK, PUCK IN CABINET, UNDER CABINET TUBE & LV TAPE LIGHTING. RECESSED CEILING LIGHTINGRECESSED CEILING LIGHTING:: MINI RECESSED, 4" CAN LIGHT, 6" CAN LIGHT & EYEBALL CAN LIGHT. CEILING MOUNTED LIGHTING: CEILING MOUNTED LIGHTING: CEILING FIXTURE, KEYLESS, KEYLESS W/ PULL CHORD, DUAL SPOT, TRIPOD SPOT LIGHT & DECORATIVE SPOT LIGHT. CHANDELIER LIGHTINGCHANDELIER LIGHTING PENDANT LOW VOLTAGE LIGHTINGPENDANT LOW VOLTAGE LIGHTING TRACK LIGHTINGTRACK LIGHTING TUBE LIGHTINGTUBE LIGHTING WALL MOUNTED SCONCE LIGHTINGWALL MOUNTED SCONCE LIGHTING WALL ART LIGHTINGWALL ART LIGHTING LIGHT BARSLIGHT BARS EXTERIOR WALL LIGHTINGEXTERIOR WALL LIGHTING & PATHWAY YARD LIGHTS& PATHWAY YARD LIGHTS WALL READING LAMPSWALL READING LAMPS ELECTRICAL SERVICE METER, GAS SERVICE METER, ELECTRICAL DISCONNECT, SUB PANEL, DOOR CHIME, DOOR BELL, SETBACK THERMOSTAT, HOME SECURITY ALARM, AUDIO VISUAL CONTROL, CO/SMOKE DETECTOR & SMOKE DETECTOR. ALL HARDWIRED SMOKE/CO DETECTORS SHALL BE INTERCONNECTED. CEILING FANSCEILING FANS:: A FIXTURE THAT WEIGHS MORE THAN 6 LBS OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. CEC SECTION 410.15 (A). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT. CEC SECTION 314.27 NOTENOTE: : PROVIDE SPEED CONTROL SWITCH & DIMMER SWITCH FOR FANS THAT HAVE LIGHT KITS. 2/22/2022 DOOR CHIME CO/SD CAT7 +60"CAT7CAT6 +60"CAT6 DISPOSAL USB 1/2 HOT TV +60"VACXMAS TIMER TIMERCENTRAL VACUUM LV TAPE 1.4W - 4W/ FOOTLV TAPE 1.4W - 4W/ FOOT 200W 200W BASEB'DBASEB'D HEAT HEAT TRASH COMP TOWEL WARMER STEAMSPASAUNAREF220v DOUBLE OVEN 220v OVEN ATTICACCESS: SEENOTESNOTES, , ATTICACCESS.16" WHOLE HOUSE FAN MIN. R-4.2LOUVERS1980cfm 3159cfm QC STL PRO 3.3 CCEEIILLIINNGG FFAANN -- NNOO LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS.. SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP HHOOLLDDEERRSS 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG 4400WW LLEEDD SSEEEE EELLEECCTT.. NNOOTTEESS,, EEXXTT.. LLIIGGHHTTIINNGG CCEEIILLIINNGG FFAANN WW// LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS.. 1177WW LLEEDD LLIIGGHHTTSS SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP HHOOLLDDEERRSS.. CCEEIILLIINNGG FFAANN WW// LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS.. 1177WW LLEEDD LLIIGGHHTTSS SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP HHOOLLDDEERRSS.. CCEEIILLIINNGG FFAANN WW// LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS 1177WW LLEEDD LLIIGGHHTTSS SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP.. HHOOLLDDEERRSS CO/SDCCOO//SSMMOOKKEE DDEETTEECCTT''RR SSEEEE EELLEECCTT.. NNOOTTEESS:: SSMMOOKKEE//CCOO AALLAARRMMSS SD SSMMOOKKEE DDEETTEECCTTOORR SSEEEE EELLEECCTT.. NNOOTTEESS:: SSMMOOKKEE//CCOO AALLAARRMMss SD SSMMOOKKEE DDEETTEECCTTOORR SSEEEE EELLEECCTT.. NNOOTTEESS:: SSMMOOKKEE//CCOO AALLAARRMMss EEXXHHAAUUSSTT FFAANN 5500 CCFFMM SSEEEE EELLEECCTT.. NNOOTTEESS:: EEXXHHAAUUSSTT FFAANNSS..EEXXHHAAUUSSTT FFAANN 5500 CCFFMMSSEEEE EELLEECCTT.. NNOOTTEESS::EEXXHHAAUUSSTT FFAANNSS..EEXXHHAAUUSSTT FFAANN 5500 CCFFMM SSEEEE EELLEECCTT.. NNOOTTEESS:: EEXXHHAAUUSSTT FFAANNSS.. EEXXHHAAUUSSTT FFAANN SSEEEE EENNEERRGGYY II..AA..QQ.. 11 SSOONNEE MMAAXX.. ""VVEENNTT CCOONNTTRROOLL"" CAT6 +60" CAT6 CAT6 PPHHOONNEE R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD DRYERWASHER GFCI MICRO WAVE GFCI GFCI GFCI ++4488"" ++4488"" GFCI GFCI GFCI GFCI TV +60" GFCI WP GFCI WP GFCI WP GFCI WP DDOOOORR BBEELLLL EEVV CCHHAARRGGEERR SSEEEE NNOOTTEESS,, GGAARRAAGGEE:: EEVV CCAAPPAABBIILLIITTYY DDOOOORR OOPPEENNEERR KKEEYY PPAADD EP SSUUBB PPAANNEELL T TTHHEERRMMOOSSTTAATT CCEEIILLIINNGG FFAANN -- NNOO LLIIGGHHTT SSEEEE EELLEECCTT.. NNOOTTEESS:: CCEEIILLIINNGG FFAANNSS.. SSEEEE EELLEECCTT.. NNOOTTEESS:: LLAAMMPP HHOOLLDDEERRSS R 1144WW LLEEDDPPHHOONNEE33WW PPKK 33WW PPKK 33WW PPKK 5500WW LLEEDD PPEENNDDAANNTT 77WW LL..VV.. PPEENN 77WW LL..VV.. PPEENN R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD 1166WW LLEEDD BBOOWWLL SSCCOONNCCEE 1166WW LLEEDD BBOOWWLL SSCCOONNCCEE R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD R 1144WW LLEEDD 4488"" -- 3322WW -- 22 TTUUBBEE LLEEDD 4488"" -- 3322WW -- 22 TTUUBBEE LLEEDD 4488"" -- 3322WW -- 22 TTUUBBEE LLEEDD4488"" -- 3322WW -- 22 TTUUBBEE LLEEDD DISH WASHER DISPOSAL GAS RANGE HOOD VENT 220v OVEN REF 111100vv CCOONNFFIIRRMM 111100vv CCOONNFFIIRRMM 111100vv CCOONNFFIIRRMM GFCI WP CCHHRRIISSTTMMAASS LLIIGGHHTTSS,, SSEEEE EELLEECCTT.. NNOOTTEESS:: CCHHRRIISSTTMMAASS LLIIGGHHTTSS GFCI WP CCHHRRIISSTTMMAASS LLIIGGHHTTSS,, SSEEEE EELLEECCTT.. NNOOTTEESS:: CCHHRRIISSTTMMAASS LLIIGGHHTTSS GFCI WP CCHHRRIISSTTMMAASS LLIIGGHHTTSS,, SSEEEE EELLEECCTT.. NNOOTTEESS:: CCHHRRIISSTTMMAASS LLIIGGHHTTSS GFCI GFCI GFCI GFCI +48" GFCI +48" GFCI +48" GFCI +48" GFCI +48" GFCI +48" GFCI +48" GFCI +48" GFCI +48" ++4488""++4488"" DC DOOR CHIME VVAACCHHUUMMHHUUMM VVAACC XMAS TIMER OOCCCCOOCCCC A DDIIMMSSCCDDIIMMDDIIMMSSCCDDIIMMDDIIMM SSCC DDIIMM VACVVAACC HHUUMM HHUUMM VVAACC 3 3 WW..HH.. FFAANN OOCCCCHHUUMM VVAACC 3 DDIIMMDDIIMMDDIIMM 3 DDIIMM 3 DDIIMMGFCI GFCI GFCI GFCI GFCI GFCI 3 DDIIMMDDIIMM3 DDIIMM 3DDIIMMDDIIMM WP WP TIMER 3DDIIMM WHOLE BUILDING VENTILATION WHOLE BUILDING VENTILATION RATE SUMMARYRATE SUMMARY PROVIDE WHOLE BUILDING INDOOR AIR QUALITY AS PER THE ENERGY CALCS LISTED UNDER IAQ (INDOOR AIR QUALITY) FANS. 67 IAQ CFM MAX. ALLOWABLE DUCT LENGTH = NO LIMIT LOCAL VENTILATION RATE LOCAL VENTILATION RATE SUMMARY - BATHROOMSSUMMARY - BATHROOMS BATHROOM FAN FLOW = 51 CFM EACH NUMBER OF BATHROOMS = 2 2 DUCT SIZE = 4 INCH MAX. ALLOWABLE DUCT LENGTH = 70 FT. WHOLE HOUSE VENTILATIONWHOLE HOUSE VENTILATION:: THE LAUNDRY EXHAUST FAN TO BE USED FOR THE INDOOR AIR QUALITY (IAQ) REQUIREMENTS. SEE ELECTRICAL NOTES: WHOLE BUILDING VENTILATION & ENERGY CALCS FOR MINIMUM CFM SIZE. WHOLE HOUSE FANWHOLE HOUSE FAN SEE ELECTRICAL NOTES: WHOLE HOUSE FANS EXTERIOR LIGHTING:EXTERIOR LIGHTING: SEE ELECTRICAL NOTES: EXTERIOR, EXTERIOR LIGHTING. BREAKER PANELBREAKER PANEL SEE ELECTRICAL NOTES: BRANCH CIRCUITS THERMOSTAT:THERMOSTAT: SEE ELECTRICAL NOTES: THERMOSTAT BATHROOM NOTESBATHROOM NOTES: : SEE ELECTRICAL NOTES: BATHROOMS. LAUNDRY ROOMS:LAUNDRY ROOMS: SEE ELECTRICAL NOTES, LAUNDRY & UTILITY ROOMS. LAMP HOLDERS:LAMP HOLDERS: SEE ELECTRICAL NOTES: LIGHTING, LAMP HOLDERS. SEE ELECTRICAL NOTES:SEE ELECTRICAL NOTES: "ALL AREAS" FOR MANDATORY MEASURES. KITCHEN, PANTRY & DINING:KITCHEN, PANTRY & DINING: SEE ELECTRICAL NOTES: KITCHEN, PANTRY & DINING AREAS. ALL LIGHTING FIXTURES:ALL LIGHTING FIXTURES: ALL LIGHTING SHALL BE L.E.D. SOLAR BUILDING:SOLAR BUILDING: MAIN ELECTRICAL SERVICE PANEL: 1.) THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MIN. BUSBAR RATING OF 200 AMPS. 2.) THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A DOUBLE POLE CIRCUIT BREAKER FOR THE SOLAR ELECTRICAL INSTALLATION. A.) LOCATIONLOCATION: THE SPACE SHALL BE AT THE LOAD END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. B.) MARKINGMARKING: THE SPACE SHALL BE PERMANENTLY MARKED "SOLAR ELECTRICALSOLAR ELECTRICAL". SOLAR ZONE:SOLAR ZONE: INVERTERS & METERING EQUIPMENT LOCATION. EELLEECCTTRRIICCAALL PPLLAANN SCALE: 1/4" = 1'-0" EELLEECCTTRRIICCAALL NNOOTTEESS ELECTRICAL SHALL BE INSTALLED PER 2019 C.E.C.:ELECTRICAL SHALL BE INSTALLED PER 2019 C.E.C.: ALL AREASALL AREAS:: REFER TO THE MANDATORY MEASURESMANDATORY MEASURES FOR RESIDENTIAL LIGHTING MEASURESRESIDENTIAL LIGHTING MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. ATTICATTIC: : PROVIDE A PERMANENT120v RECEPTACLE & SWITCH CONTROLLED LIGHT(S) NEAR THE ATTIC MECHANICAL EQUIPMENT FOR MAINTENANCE. THE LIGHT SWITCH SHALL BE LOCATED NEAR THE ATTIC ACCESS. CPC 508.4.4. APPLIANCESAPPLIANCES: : RECEPTACLES FOR A SPECIFIC APPLIANCE SHALL BE LOCATED WITHIN 6' OF THE INTENDED LOCATION OF THE APPLIANCE. CEC 210.50.C. BATHROOMSBATHROOMS: : RECEPTACLESRECEPTACLES:: SHALL BE SUPPLIED BY AT LEAST ONE 20-AMP BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS PER CEC 210.11.C.3. ALL RECEPTACLES MUST HAVE GFCI PROTECTION CEC210.8.A.1. WET LOCATIONSWET LOCATIONS:: LIGHTS INSTALLED IN WET OR DAMP AREAS SHALL BE INSTALLED SUCH THAT WATER CANNOT ENTER OR ACCUMULATE IN WIRING COMPARTMENTS, LAMP HOLDERS, OR OTHER ELECTRICAL PARTS & SHALL BE LABELED "SUITABLE FOR WET LOCATIONS". CEC 410.10.A. FANS WITH BUILT-IN HEATERSFANS WITH BUILT-IN HEATERS:: SHALL BE SUPPLIED BY A DEDICATED 30 AMP CIRCUIT & SEPARATE SWITCH. CEC 424.3.A. SINKSSINKS: : AT LEAST ONE 120 VOLT RECEPTACLE IS REQUIRED WITHIN 3' OF OUTSIDE EDGE OF EACH SINK. IN NO CASE CAN IT BE LOCATED MORE THAN 12" BELOW THE TOP OF THE SINK. CEC 210.52.D. BATHROOM LIGHTS:BATHROOM LIGHTS: AT LEAST ONE LIGHT MUST BE CONTROLLED BY A VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. CEnC 150.0.K.2.C. BATHROOM MECHANICAL EXHAUST FANSBATHROOM MECHANICAL EXHAUST FANS: : EACH BATHROOM CONTAINING A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION SHALL BE MECHANICALLY VENTILATED WITH ENERGY STAR APPROVED EQUIPMENT WITH AN INTEGRAL HUMIDISTAT INSTALLED. CRC R303.3.1. 1.) EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHT SWITCHES CEnC 150.0.K.2.B. 2.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 3.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 4.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. BATHROOM NOTEBATHROOM NOTE:: FOR THE PURPOSES OF THIS NOTE, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. BEDROOMS & CLOSETSBEDROOMS & CLOSETS: : SMOKE DETECTORSSMOKE DETECTORS: : PROVIDE A SMOKE DETECTOR IN EACH BEDROOM. SEE SMOKE/CARBON MONOXIDE ALARMS. CRC R314.3. CLOSETS LIGHTS:CLOSETS LIGHTS: MINIMUM CLEARANCE FROM CLOSET STORAGE IS 12" FOR SURFACE MOUNTED COMPLETELY LIGHT ON THE CEILING OR ABOVE THE DOOR & 6" FOR RECESSED LIGHTS CEC 410.16.C. W.I. CLOSETS: PROVIDE OCCUPANCY SENSOR LIGHT SWITCH.W.I. CLOSETS: PROVIDE OCCUPANCY SENSOR LIGHT SWITCH. BRANCH CIRCUITS & RECEPTACLESBRANCH CIRCUITS & RECEPTACLES: : PANEL LOCATIONSPANEL LOCATIONS: : NO ELECTRICAL PANELS SHALL BE LOCATED IN CLOSETS OR BATHROOMS. MAINTAIN A CLEARANCE OF 36" IN FRONT OF PANELS, 30" WIDE (OR WIDTH OF EQUIPMENT) & 6'-6" HIGH FOR HEADROOM. CEC 110.26. ELECTRICAL SERVICEELECTRICAL SERVICE: : SEE FLOOR PLAN FOR ELECTRICAL SERVICE MAIN AMPERAGE. VERIFY LOCATION OF MAIN & SUB PANEL. PANEL BOARD(S) SHALL BE PROVIDED W/ A CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION. CEC 408.3.F. EACH CIRCUIT & CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE. THE IDENTIFICATION SHALL INCLUDE AN APPROVED DEGREE OF DETAIL THAT ALLOWS EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS. SPARE CONDITIONS THAT CONTAIN UNUSED OVERCURRENT DEVICES OR SWITCHES SHALL BE DESCRIBED ACCORDINGLY, THE IDENTIFICATION SHALL BE INCLUDED IN A CIRCUIT DIRECTORY THAT IS LOCATED ON THE FACE OR INSIDE OF THE PANEL DOOR IN THE CASE OF A PANEL BOARD & AT EACH SWITCH OR CIRCUIT BREAKER IN A SWITCHBOARD OR SWITCH GEAR. NO CIRCUIT SHALL BE DESCRIBED IN A MANNER THAT DEPENDS ON TRANSIENT CONDITIONS OF OCCUPANCY. BRANCH CIRCUITS:BRANCH CIRCUITS: ALL 125-VOLT, SINGLE PHASE, 15 & 20-AMP RECEPTACLES IN THE LOCATIONS SPECIFIED SHALL HAVE (GFCI)(GFCI) GROUND- FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL. CEC 210.8.A.: BATHROOMS, OUTDOORS, LAUNDRY, KITCHENS WHERE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACE AND SINKS WHERE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. ALL 120-VOLT, SINGLE PHASE. 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS (I.E .. RECEPTACLES LIGHTS, SMOKE DETECTORS. ETC.) INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS. LIVING ROOMS. PARLORS. LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS. CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION-TYPE ARC FAULT CIRCUIT INTERRUPTER. INSTALLED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. CEC. 110.12.A. UFER GROUNDUFER GROUND: : PROVIDE A 20' LENGTH OF REBAR OR $4 COPPER WIRE ENCASED IN CONCRETE IN THE BOTTOM OF A CONCRETE FOOTING. CEC 250.52.A.3. BOND ALL METAL GAS & WATER PIPES TO GROUND. ALL CLAMPS SHALL BE ACCESSIBLE & OF AN APPROVED TYPE. CEC 250.104. EXHAUST FANSEXHAUST FANS: : EXHAUST FANSEXHAUST FANS:: PROVIDE A MINIMUM 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION. CRC R303.3 FAN SHALL BE ENERGY STAR COMPLIANT & PROVIDED WITH HUMIDITY CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF GREATER THAN 50% TO A MAXIMUM OF 80%. CGBSC 4.506.1. THE EXHAUST SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS. CEC 150.0.M.7. EXTERIOREXTERIOR: : EXTERIOR RECEPTACLESEXTERIOR RECEPTACLES: : ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI PROTECTED. CEC 210.8.3. PROVIDE AT LEAST ONE RECEPTACLE ON FRONT & BACK OF THE RESIDENCE NOT MORE THAN 6'-6" ABOVE GRADE LEVEL. CEC 210.52.E.1.2. EXTERIOR LIGHTING:EXTERIOR LIGHTING: PROVIDE A PORCH LIGHT AT ALL EXTERIOR DOORS. ALL OUTDOOR LIGHTING TO BE HIGH EFFICACY AND CONTROLLED BY A MANUAL ON/OFF SWITCH AND ONE OF THE FOLLOWING: A)A) CONTROLLED BY A PHOTOCELL & MOTION SENSOR, OR B)B) PHOTO CONTROL, OR C)C) ASTRONOMICAL TIME CLOCK, OR D)D) ENERGY MANAGEMENT CONTROL SYSTEM (EMCS). CEnC 150.0.K.3.A. CHRISTMAS LIGHTS RECEPTACLESCHRISTMAS LIGHTS RECEPTACLES:: PROVIDE OUTLET NEAR TOP PLATE, SWITCHED @ FRONT DOOR - WP/GFCI PROTECTED. HVAC COND. UNIT:HVAC COND. UNIT: PROVIDE 220v ELECT. DISCONNECT W/ 30"x30" CLEAR WORKSPACE & 110v WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. GARAGEGARAGE: : GARAGE LIGHTS:GARAGE LIGHTS: AT LEAST ONE LIGHT MUST BE CONTROLLED BY A VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. CEnC 150.0.K.2.C. RECEPTACLESRECEPTACLES:: PROVIDE AT LEAST ONE OUTLET IN EACH GARAGE BAY IN ATTACHED GARAGES & DETACHED GARAGES WITH ELECTRICITY & ALL SHALL BE REQUIRED TO BE GFCI PROTECTED. CEC210.8.A.2., CEC 210.70.2.1. & CEC 210.52.G.1. RECEPTACLES: AT LEAST (1) 120v, 20 AMP BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS IN THE GARAGE & SHALL HAVE NO OTHER OUTLETS. CEC 210.11.C.4 RECEPTACLES NEAR SINKS:RECEPTACLES NEAR SINKS: ALL RECEPTACLES WITHIN 6' OF A SINK SHALL BE GFCI PROTECTED. CEC 210.8.A.7. GARAGE FIREWALLGARAGE FIREWALL:: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE & SWITCH BOXES LOCATED ON OPPOSITE SIDES OF THE FIREWALL BETWEEN THE GARAGE AND THE RESIDENCE. (BOXES IN SEPARATE STUD BAYS ARE ACCEPTABLE.) RECEPTACLE NEAR WATER HEATERRECEPTACLE NEAR WATER HEATER: : MUST BE DEDICATED 125 VOLT, 20 AMP ELECTRICAL RECEPTACLE. CEC 150.0.N.1. EV CAPABILITY:EV CAPABILITY: A LISTED RACEWAY SHALL BE INSTALLED TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT ORIGINATING AT THE MAIN SERVICE OR SUB PANEL & SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE FOR THE FUTURE INSTALLATION & USE OF ELECTRIC VEHICLE (EV) CHARGERS. THE RACEWAY SHALL NOT BE LESS THAN 1" INSIDE DIAMETER & SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMP MINIMUM BRANCH CIRCUIT. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE”. CGBSC 4.106.4.2.3. HALLWAYSHALLWAYS: : HALLWAYS OF 10' OR MORE IN LENGTH SHALL HAVE AT LEAST ONE ELECTRICAL RECEPTACLE. CEC 260.10 .H. KITCHEN & DINING AREASKITCHEN & DINING AREAS: : SMALL APPLIANCE CIRCUITSSMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20-AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEC 210.52.B.1. DISHWASHER & DISPOSALDISHWASHER & DISPOSAL TO HAVE SEPARATE DEDICATED 120 VOLT CIRCUITS WITH GFCI PROTECTION. CEC 210.8.D. KITCHEN LIGHTINGKITCHEN LIGHTING:: THE KITCHEN LIGHTING SHALL HAVE A 15 AMP MINIMUM CIRCUIT. CEC 210.23.A. ISLAND COUNTERTOPISLAND COUNTERTOP: PROVIDE AT LEAST 1 GFCI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER. CEC 210.52.C.2. PENINSULA COUNTERTOPPENINSULA COUNTERTOP: PROVIDE AT LEAST 1 GFCI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER WHERE THE SHORT DISTANCE IS 24" OR GREATER. CEC 210.52.C.3. COUNTERTOP RECEPTACLESCOUNTERTOP RECEPTACLES: : IN THE KITCHEN, PANTRY, BREAKFAST ROOM & DINING ROOMS SHALL BE INSTALLED AT EACH WALL COUNTER SPACE THAT IS 12" OR WIDER. RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET SPACE. CEC 210.52.C.1. RECEPTACLES SHALL BE LOCATED NOT MORE THAN 20" ABOVE THE COUNTERTOP & MAY NOT BE INSTALLED FACE-UP IN ON THE COUNTER. CEC 210.52.C.5. GFCI PROTECTIONGFCI PROTECTION:: ALL KITCHEN COUNTERTOP RECEPTACLES TO BE GFCI PROTECTED. CEC 210.8.6. ELECTRIC RANGE/OVENELECTRIC RANGE/OVEN:: REQUIRES A DEDICATED 120/240 VOLT CIRCUIT. CEC 210.21.B.4. RANGE HOODS FANS LESS THAN 400 CFMRANGE HOODS FANS LESS THAN 400 CFM:: SHALL BE VERIFIED BY A HERS RATER TO CONFIRM THE RANGE HOOD MEETS THE REQUIRED AIRFLOW & SOUND REQUIREMENTS SPECIFIED IN ASHRAE 62.2. CENC 150.(O)G. LANDSCAPING CONTROLSLANDSCAPING CONTROLS: : LANDSCAPING IS NOT A PART OF THIS PLAN. PROVIDE STUB-OUT FOR LANDSCAPE LIGHTING & IRRIGATION TIMER. (CONFIRM LOCATION) LAUNDRY & UTILITY ROOMSLAUNDRY & UTILITY ROOMS: : BATHROOM LIGHTS:BATHROOM LIGHTS: AT LEAST ONE LIGHT MUST BE CONTROLLED BY A VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. CEnC 150.0.K.2.C. LAUNDRY & UTILITY ROOM RECEPTACLE OUTLETS:LAUNDRY & UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20-AMPERE BRANCH CIRCUIT. RECEPTACLES SHALL BE GFCI PROTECTED. CEC 210.8.A.10. DRYER OUTLETDRYER OUTLET: : PROVIDE DEDICATED 30 AMP 240 VOLT RECEPTACLE FOR DRYER PER MANUFACTURER. LIGHTING & LIGHTING CONTROLSLIGHTING & LIGHTING CONTROLS: : LIGHTING:LIGHTING: ALL LIGHTING MUST BE HIGH EFFICACY LIGHTS IN ACCORDANCE WITH TABLE 150.0 (A) CEnC 150.0.K. ALL LIGHTING LOCATED IN WET LOCATIONS SHALL BE MARKED "SUITABLE FOR WET LOCATIONS" & ALL LIGHTS LOCATED IN DAMP LOCATIONS SHALL BE MARKED "SUITABLE FOR DAMP LOCATIONS". CEC 410.10 .A. RECESSED LIGHTING:RECESSED LIGHTING: SHALL COMPLY W/ REFERENCE JOINT APPENDIX JA8 & SHALL NOT CONTAIN SCREW BASED SOCKETS. CEnC 150.0.K.1C. RECESSED LIGHTING THAT IS NOT CONTROLLED BY OCCUPANCY OR VACANCY SENSORS, SHALL HAVE DIMMING CONTROLS. CEnC 150.0.K.2J. LIGHTING CONTROL DEVICES:LIGHTING CONTROL DEVICES: ALL LIGHTING CONTROL DEVICES & SYSTEMS, BALLASTS, AND LUMINARIES MUST MEET THE REQUIREMENTS OF CEC 110.9. CEILING FANS W/LIGHT:CEILING FANS W/LIGHT: SHALL BE HIGH-EFFICACY W/ DIMMER SWITCH. MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. LAMP HOLDERS:LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEC 314.23. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER CEC SECTION 314.27.A&D. RECEPTACLESRECEPTACLES: : EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM SHALL HAVE RECEPTACLES INSTALLED IN ACCORDANCE WITH THE GENERAL PROVISIONS SPECIFIED ON CEC 210.52.A.1. THROUGH A.4.: 1.) SPACINGSPACING: : RECEPTACLES SHALL BE INSTALLED SUCH THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE OF ANY WALL SPACE IS MORE THAN 6' FROM AN RECEPTACLE. 2.) WALL SPACEWALL SPACE SHALL BE CONSIDERED: A.) ANY SPACE 2' OR MORE IN WIDTH (INCLUDING SPACE MEASURED AROUND CORNERS) & UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS & SIMILAR OPENINGS, FIREPLACES & FIXED CABINETS. B.) THE SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS, EXCLUDING SLIDING PANELS. C.) THE SPACE AFFORDED BY FIXED ROOM DIVIDERS, SUCH AS FREESTANDING BAR-TYPE COUNTERS OR RAILINGS. 3.) FLOOR RECEPTACLESFLOOR RECEPTACLES IN OR ON FLOORS SHALL BE COUNTED AS PART OF THE REQUIRED NUMBER OF RECEPTACLES UNLESS LOCATED WITHIN 18" OF THE WALL. 4.) COUNTERTOP RECEPTACLESCOUNTERTOP RECEPTACLES INSTALLED FOR COUNTERTOP SURFACES AS SPECIFIED IN CEC 210.52(C) SHALL NOT BE CONSIDERED AS THE RECEPTACLE REQUIRED BY CEC 210.52(A). 5.) RECEPTACLES: RECEPTACLES: BELOW ALL 125-VOLT, SINGLE PHASE, 15 AND 20-AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE CEC 406.12. RECEPTACLE LOCATIONS:RECEPTACLE LOCATIONS: SHALL BE INSTALLED SO THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6-FEET6-FEET FROM A RECEPTACLE. ANY WALL SPACE 2 FEET2 FEET OR MORE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR OPENINGS SHALL HAVE A RECEPTACLE. CEC ART. 210.52.A. SMOKE/CARBON MONOXIDE ALARMSSMOKE/CARBON MONOXIDE ALARMS: : SEE "NOTES, SMOKE/C.O. ALARMSNOTES, SMOKE/C.O. ALARMS" ON SEPARATE SHEET FOR ADDITIONAL INFORMATION. SMOKE ALARMSSMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: A.) IN EACH SLEEPING ROOM. CRC R314.3.1. B.) OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CRC R314.3.2. C.) ON EACH STORY OF THE DWELLING, INCLUDING BASEMENTS & HABITABLE ATTICS & NOT INCLUDING CRAWL SPACES & UNINHABITABLE ATTICS. CRC R314.3.3 ATTICS:ATTICS: SMOKE ALARMS SHALL NOT BE INSTALLED IN UNFINISHED ATTICS OR GARAGES. CRC R314.3.3.2 COOKING APPLIANCESCOOKING APPLIANCES:: SMOKE ALARMS SHALL BE INSTALLED A MINIMUM OF 20' FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. EXCEPTIONEXCEPTION:: IONIZATION SMOKE ALARMS WITH AN ALARM SILENCING SWITCH OR PHOTOELECTRIC SMOKE ALARM CAN BE GREATER THAN 10' FROM THE APPLIANCE. PHOTOELECTRIC ALARMS CAN BE GREATER THAN 6' FROM THE APPLIANCE WHERE THE COOKING AREA & ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS & THE 10' DISTANCE WOULD PROHIBIT THE PLACEMENT OF A REQUIRED SMOKE ALARM. CRC R314.3.3.4 BATHROOMSBATHROOMS:: SMOKE ALARMS SHALL BE INSTALLED MORE THAN 3' HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT ADJACENT BEDROOMS. CRC R314.3.3.5. F/A REGISTERF/A REGISTER:: SMOKE ALARMS SHALL NOT BE INSTALLED WITHIN 36" OF A SUPPLY REGISTER & SHALL BE LOCATED OUTSIDE OF THE DIRECT AIRFLOW OF THAT REGISTER. CRC R314.3.3.6. CEILING FANSCEILING FANS:: SMOKE ALARMS SHALL NOT BE INSTALLED WITHIN 36" OF THE TIP OF THE BLADE FROM A CEILING-SUSPENDED FAN. CRC R314.3.3.7. TRAY CEILINGSTRAY CEILINGS:: SMOKE ALARMS SHALL BE INSTALLED ON THE HIGHEST PORTION OF THE CEILING OR ON SLOPED CEILING WITHIN 12" OF THE HIGHEST POINT. CRC R314.3.3.10. INTERCONNECTIONINTERCONNECTION:: SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. CRC R314.4. FOR BEST RESULTS, USE DUAL IONIZATION & PHOTOELECTRIC SENSOR SMOKE ALARMS. STAIRS:STAIRS: LIGHT SWITCHLIGHT SWITCH:: A THREE-WAY LIGHT SWITCH IS REQUIRED AT THE TOP & BOTTOM OF EACH FLIGHT OF STAIRS. CEC 210.70.A. & CRC R303.7. THERMOSTATSTHERMOSTATS: : THERMOSTATSTHERMOSTATS:: SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. CA. ENERGY 150.0.I. WHOLE BUILDING VENTILATIONWHOLE BUILDING VENTILATION: : WHOLE BUILDING VENTILATION: WHOLE BUILDING VENTILATION: IF ONE OF THE BATHROOM EXHAUST FANS, IS USED AS THE QUALIFYING WHOLE-BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING: 1.) SEE BUILDING ENERGY ANALYSIS REPORT MINIMUM REQUIREMENT RECAP FOR MINIMUM CFM RATING. 2.) BE RATED A MAXIMUM OF 1.0 SONE. 3.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE-BUILDING VENTILATION & FAN SHOULD OPERATE WHENEVER THE HOME IS OCCUPIED. WHOLE HOUSE FANSWHOLE HOUSE FANS:: WHOLE HOUSE FANS:WHOLE HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN IS OFF. LAST UPDATED 11/11/2021 ALL RECESSEDALL RECESSED LIGHTING:LIGHTING: THAT ARE NOT CONTROLLED BY OCCUPANCY OR VACANCY SENSORS, SHALL HAVE DIMMING CONTROLS. ELECTRICAL SERVICE 200 AMP, CONFIRM LOCATION LOCAL VENTILATION RATE LOCAL VENTILATION RATE SUMMARY - KITCHENSUMMARY - KITCHEN KITCHEN FAN FLOW = 180 CFM, 3 SONE180 CFM, 3 SONE OR LESSOR LESS NUMBER OF KITCHENS = 11 DUCT SIZE = 8 INCH MAX. ALLOWABLE DUCT LENGTH = NO LIMIT BARRIER FREE SHOWERBARRIER FREE SHOWER THE IMMEDIATE ADJOING SPACE IS CONSIDERED A WET LOCATION PER CPC SEC 408.5: A.) EXHAUST FAN IN THIS AREA SHALL BE LISTED FOR USE IN A WET LOCATION. PROVIDE GFCI PROTECTION IF REQUIRED BY MANUFACTURER. CEC SEC 314.15. B.) ELECTRICAL SWITCHED IN THIS AREA SHALL BE IN A WEATHERPROOF ENCLOSURE, IF SURFACE-MOUNTED, OR HAVE A WEATHERPROOF COVER. CEC SEC 404.4. HVAC COND. UNITHVAC COND. UNIT: : 1.) SEE NOTESNOTES, HEATING & COOLING. 2.) SEE ELECTRICAL NOTESELECTRICAL NOTES, HVAC CONDENSING UNIT. EXTERIOR LIGHTING:EXTERIOR LIGHTING: SEE ELECTRICAL NOTES: EXTERIOR, EXTERIOR LIGHTING. SEE ELECTRICAL NOTES:SEE ELECTRICAL NOTES: "ALL AREAS" FOR MANDATORY MEASURES. ALL LIGHTING FIXTURES:ALL LIGHTING FIXTURES: ALL LIGHTING SHALL BE L.E.D. ALL RECESSEDALL RECESSED LIGHTING:LIGHTING: THAT ARE NOT CONTROLLED BY OCCUPANCY OR VACANCY SENSORS, SHALL HAVE DIMMING CONTROLS. KITCHEN, PANTRY & DINING:KITCHEN, PANTRY & DINING: SEE ELECTRICAL NOTES: KITCHEN, PANTRY & DINING AREAS. CLOSETS:CLOSETS: SEE ELECTRICAL NOTES: BEDROOMS & CLOSETS. CLOSETS:CLOSETS: SEE ELECTRICAL NOTES: BEDROOMS & CLOSETS. BATHROOM NOTESBATHROOM NOTES: : SEE ELECTRICAL NOTES: BATHROOMS. GARAGE NOTESGARAGE NOTES: : SEE ELECTRICAL NOTES: GARAGE. EXTERIOR RECEPTACLESEXTERIOR RECEPTACLES SEE ELECTRICAL NOTES: EXTERIOR RECEPTACLES. EXTERIOR RECEPTACLESEXTERIOR RECEPTACLES SEE ELECTRICAL NOTES: EXTERIOR RECEPTACLES. EXTERIOR RECEPTACLESEXTERIOR RECEPTACLES SEE ELECTRICAL NOTES: EXTERIOR RECEPTACLES. EXTERIOR RECEPTACLESEXTERIOR RECEPTACLES SEE ELECTRICAL NOTES: EXTERIOR RECEPTACLES. SERVICESERVICE DISCONNECTDISCONNECT LIVABLELIVABLE:: 1550 SqFt TOTAL1550 SqFt TOTAL GARAGEGARAGE:: 618 SqFt TOTAL 618 SqFt TOTAL COVEREDCOVERED PATIOPATIO:: 150 SqFt FRONT 150 SqFt FRONT 285 285 SqFt side SqFt side 435 SqFt TOTAL 435 SqFt TOTAL © COPYRIGHT 2022 SSHHEEEETT SHOWN 9/15/2022 SSCCAALLEE:: DDAATTEE::KAYLA LUIKAYLA LUI1451 CLARK ROAD, OROVILLE, CALIFORNIA 95965ASSESSORS PARCEL NUMBER 041 - 150 - 052AA TTWWOO BBEEDDRROOOOMM RREESSIIDDEENNCCEE ffoorr::OAK RIDGE CONSTRUCTIONSUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland@SummitChico.com ARCH D (24" x 36") THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: AlphaMax47@GMail.com WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. LYNN SMITH - DRAFTING 199 SYCAMORE VALLEY ROAD, CHICO, CA 95973 (530) 891-0585 WORK EMAIL ADDRESS: LynnSmith32@ATT.net 2022SHAWN MACNEILL & RYAN BECHHOLD OAKRIDGE CABINETS PHONE: (530) 864-7306 SHAWN (530) 624-1453 RYAN EMAIL ADDRESS: Shawn@OakRidgeCabinets.com RBechhold@OakRidgeCabinets.com C:/Users/Lynn/Documents/Chief X14 Plans/Oak Ridge - Kayla Lui/Lui Residence.layout OWNER: KAYLA LUI PHONE: (530) 680-6559 EMAIL ADDRESS: KaylaLui@LookAheadVet.com ELECTRICAL PLANELECTRICAL NOTESWHOLE HOUSE VENTILATIONELECTRICAL LEGEND D/W 482.88' S42° 44' 2"E817.87' r=2056.43'PL627.02' r=3921.27'PL2798.62'N88° 39' 55"W PL PL PL PL 13 28.25'S0° 37' 23"EPL PL1262.99'N89° 40' 14"WPL PL 3948.24'N1° 27' 29"WPLPLPLPLPLPL3089.51'S88° 17' 46"E PL PL PL PL 932.66' S11° 51' 55"EPLPLNORTH SLOPESLOPE SLOPESLOPE3' FROM GAS LINE5' FROM BLDG. OR PROP. LINE 112255''11440000''11333311''--22""22338855''--88""1550 SQFT RESIDENCE 618 SQFT GARAGE 435 SQFT PORCH 26032603 SQFT TOTALSQFT TOTAL 10,454,400 SQFT LOT 0.02%0.02%LOT COVERAGELOT COVERAGE PPLLOOTT PPLLAANN SCALE: 1" = 250'-0" PROPOSED RESIDENCE PROPERTY OWNERPROPERTY OWNER:: KAYLA LUI 5144 FOSTER ROAD PARADISE, CA 95969 PHONE: (530) 680-6559 EMAIL: KaylaLui@LookAheadVet.com CONTRACTORCONTRACTOR:: OAK RIDGE CONSTRUCTION SHAWN MACNEILL 11128 MIDWAY CHICO, CA 95928 PHONE (530) 864-7306 SITE ADDRESSSITE ADDRESS:: 1451 CLARK ROAD OROVILLE, CA 95965C L A R KR O A DO N E A LR O A DABOVE-GROUNDABOVE-GROUND 325 G. PROPANE TANK325 G. PROPANE TANK: 10' MIN. FROM BLDG., HVAC COND. UNIT & PROPERTY LINE. GRAVEL DRIVEWAY TEMP. PORTA-POTTY LOCATIONNO SOILS STOCKPILE COVER BARE SOILS W/ STRAW CONC/PAINT WASHOUT ELECTRICAL SERVICEELECTRICAL SERVICE:: CONNECT TO UNDERGROUND ELECTRICAL SERVICE. MINIMUM EROSION & SEDIMENT CONTROLSMINIMUM EROSION & SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN 1 ACRE:FOR PROJECTS DISTURBING LESS THAN 1 ACRE: THE BEST MANAGEMENT PRACTICES (BMP'S) LISTED BELOW MUST BE IN PLACE DURING CONSTRUCTION. THE BMP'S LISTED ARE MINIMUM REQUIREMENTS &B ADDITIONAL BMP'S COULD BE REQUIRED BASED ON SITE CONDITIONS. STABILIZED ENTRY: PROVIDE MINIMUM 3" TO 6" FRACTURED ROCK 50' LONG BY 15' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE CLEANED UP ON A DAILY BASIS. WHEN STREETS ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. WATTLES INSTALLED PROPERLY BEHIND CURB OR SIDEWALKS. ROCK BAGS (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. INTERNAL FILTERS PLACED INSIDE EACH DRAIN INLET. TRASH BARS ACROSS THE BACK OF ALL DRAIN INLETS. STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK OF CURB OR SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR & CAUSE SILT RUN OFF. (STRAW, VISQUEEN OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM SIDEWALKS & STORM DRAIN INLETS. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF SIDEWALKS & AT LEAST 50' FROM THE NEAREST STORM DRAIN INLET. ALL TRASH MUST COLLECTED & STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUN OFF. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BALES LINED WITH VISQUEEN ,AY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE STREET. AFTER INSTALLATION OF THE ABOVE ITEMS IS COMPLETE A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'S. PROPERTY LINES:PROPERTY LINES: THE PROPERTY LINES SHALL BE IDENTIFIED AT TIME OF FIRST INSPECTION. IF PROPERTY LINES CANNOT BE LOCATED, A SURVEY OF THE PROPERTY WILL BE REQUIRED. GRADING:GRADING: THE LOT SHALL BE GRADED TO DRAIN SURFACE AWAY FROM (N) FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. CRC R401.3 CALGREEN NOTE:CALGREEN NOTE: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION & RETAIN SOIL RUNOFF ON THE SITE: A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. B.) WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. C.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDEMETHODS TO MANAGE SURFACE WATER INCLUDE:: SWALES, WATER COLLECTION AND DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS & OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE. (E) WELL LOCATION 50' SEPTIC FREE AREA 100' LEACH FREE AREA SEPTIC & LEACH FIELDSEPTIC & LEACH FIELD: AS PER BUTTE COUNTY HEALTH DEPARTMENT REQUIREMENTS. LOOK AHEAD VETERINARY HOSPITAL BARN BARN SHEDS TYPICAL DRIVEWAY NOTES:DRIVEWAY NOTES: DRIVEWAY WIDTH:DRIVEWAY WIDTH: ALL DRIVEWAYS SHALL PROVIDE A MINIMUM 20’ FOOT TRAFFIC LANE, WITH 14’ HORIZONTAL CLEARANCE AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13’6” FEET ALONG ITS ENTIRE LENGTH. THE SURFACE SHALL PROVIDE UNOBSTRUCTED ACCESS TO CONVENTIONAL DRIVE VEHICLES, INCLUDING SEDANS AND FIRE ENGINES. DRIVEWAY SURFACE:DRIVEWAY SURFACE: SURFACES SHOULD BE ESTABLISHED IN CONFORMANCE WITH LOCAL ORDINANCES, AND BE CAPABLE OF SUPPORTING A 40,000 POUND LOAD. 4” OF CLASS 2 AGGREGATE BASE SHALL BE REQUIRED FOR ALL DRIVEWAYS, TURNOUTS AND TURNAROUNDS. GRAVEL DRIVEWAY SHEDS TYPICAL SUBJECT SUBJECT OROVILLE TO CHICO D/W 627.02'r=3921.27'PLPL2798.62' N88° 39' 55"W PLPL PL PL PL PL PL PL PL PL SLOPESLOPE SLOPESLOPE3' FROM GAS LINE 5' FROM BLDG. OR PROP. LINE 112255''11440000''11333311''--22"" PROPOSED RESIDENCE R O A DABOVE-GROUNDABOVE-GROUND 325 G. PROPANE TANK325 G. PROPANE TANK: 10' MIN. FROM BLDG., HVAC COND. UNIT & PROPERTY LINE. GRAVEL DRIVEWAY TEMP. PORTA-POTTY LOCATION NO SOILS STOCKPILE COVER BARE SOILS W/ STRAW CONC/PAINT WASHOUT ELECTRICAL SERVICEELECTRICAL SERVICE:: CONNECT TO UNDERGROUND ELECTRICAL SERVICE. (E) WELL LOCATION 50' SEPTIC FREE AREA 100' LEACH FREE AREA SEPTIC & LEACH FIELDSEPTIC & LEACH FIELD: AS PER BUTTE COUNTY HEALTH DEPARTMENT REQUIREMENTS. LOOK AHEAD VETERINARY HOSPITAL BARN BARN SHEDS TYPICAL GRAVEL DRIVEWAY SHEDS TYPICAL LIVABLELIVABLE:: 1550 SqFt TOTAL1550 SqFt TOTAL GARAGEGARAGE:: 618 SqFt TOTAL 618 SqFt TOTAL COVEREDCOVERED PATIOPATIO:: 150 SqFt FRONT 150 SqFt FRONT 285 285 SqFt side SqFt side 435 SqFt TOTAL 435 SqFt TOTAL © COPYRIGHT 2022 SSHHEEEETT SHOWN 9/15/2022 SSCCAALLEE:: DDAATTEE::KAYLA LUIKAYLA LUI1451 CLARK ROAD, OROVILLE, CALIFORNIA 95965ASSESSORS PARCEL NUMBER 041 - 150 - 052AA TTWWOO BBEEDDRROOOOMM RREESSIIDDEENNCCEE ffoorr::OAK RIDGE CONSTRUCTIONSUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland@SummitChico.com ARCH D (24" x 36") THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: AlphaMax47@GMail.com WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. LYNN SMITH - DRAFTING 199 SYCAMORE VALLEY ROAD, CHICO, CA 95973 (530) 891-0585 WORK EMAIL ADDRESS: LynnSmith32@ATT.net 2022SHAWN MACNEILL & RYAN BECHHOLD OAKRIDGE CABINETS PHONE: (530) 864-7306 SHAWN (530) 624-1453 RYAN EMAIL ADDRESS: Shawn@OakRidgeCabinets.com RBechhold@OakRidgeCabinets.com C:/Users/Lynn/Documents/Chief X14 Plans/Oak Ridge - Kayla Lui/Lui Residence.layout OWNER: KAYLA LUI PHONE: (530) 680-6559 EMAIL ADDRESS: KaylaLui@LookAheadVet.com PLOT PLANASSESSORS MAPLOCATION MAP NNOOTTEESS 5. INTERIOR MOISTURE CONTROLINTERIOR MOISTURE CONTROL:: A.) CONCRETE SLAB FOUNDATIONSCONCRETE SLAB FOUNDATIONS::  4.505.2  CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 19 OR CONCRETE SLAB-ON-GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY WITH THIS SECTION. B.) CAPILLARY BREAKCAPILLARY BREAK: :  CGBSC 4.505.2.1  A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: A 4" THICK (101.6 RNRN) BASE OF L/ZINCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE & A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, & CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. C. MOISTURE CONTENT OF BUILDING MATERIALSMOISTURE CONTENT OF BUILDING MATERIALS::   CGBSC 4.505.3  BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL & FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING: MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE-TYPE OR CONTACT-TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY & SHALL SATISFY REQUIREMENTS FOUND IN CGBSC101.8. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2' TO 4' FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL & FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL & FLOOR FRAMING. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET -APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. FIRE SPRINKLER SYSTEM:FIRE SPRINKLER SYSTEM: ALL AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13D OR CRC SECTION R313.3. DESIGN BY OTHERSDESIGN BY OTHERS.. EXCEPTIONEXCEPTION:: AUTOMATIC FIRE SPRINKLER SYSTEM IS NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN FIRE SPRINKLER SYSTEM. CRC R313.2. FIREPLACES:FIREPLACES: GAS FIREPLACEGAS FIREPLACE:: SHALL BE DIRECT-VENT SEALED-COMBUSTION TYPE. ALL FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING. FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127. THE INSTALLATION MANUAL SHALL BE AVAILABLE FOR REVIEW BY THE BUILDING INSPECTOR UPON REQUEST. CGBSC 4.503.1, CRC R1004 & 1005. WOOD BURNING FIREPLACES:WOOD BURNING FIREPLACES: PROVIDE APPROVED SPARK ARRESTOR. CRC R1003.9.2. WOOD STOVES & PELLET STOVESWOOD STOVES & PELLET STOVES:: INSTALL AS PER MFG. SPECS & COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS & HAVE PERMANENT NSPS LABEL CERTIFYING EMISSION LIMITS. CGBSC 4.503 WOOD STOVE FLUEWOOD STOVE FLUE:: TO EXTEND NOT LESS THAN 3' ABOVE THE HIGHEST POINT WHERE IT PASSES THROUGH A ROOF AND NOT LESS THAN 2' HIGHER THAN A PORTION OF A BUILDING WITHIN A HORIZONTAL DISTANCE OF 10'. CMC 802.5.4  FIREPLACES, WOOD STOVES & PELLET STOVESFIREPLACES, WOOD STOVES & PELLET STOVES:: SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. CGBSC 4.503 CHIMNEY DECORATIVE SHROUDSCHIMNEY DECORATIVE SHROUDS:: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY- BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED & LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM & ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CPC 509.5.4.3. FIRE BLOCKINGFIRE BLOCKING: : PROVIDE FIRE BLOCKING AT PLATE LINE OF FIREPLACE. R302.11.4 FIRE-RESISTANT CONSTRUCTION:FIRE-RESISTANT CONSTRUCTION: UNDER-STAIR PROTECTIONUNDER-STAIR PROTECTION::   ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. CRC R302.7 FIREBLOCKINGFIREBLOCKING: : IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. CRC 302.11 FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONSFIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: : CRC R302.11.1-6 A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1) VERTICALLY AT THE CEILING AND FLOOR LEVELS. 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'. B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. E.  FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. FLOOD ZONE:FLOOD ZONE: FOR PROPERTIES LOCATED IN A FLOOD ZONE A: PROVIDE TWO COMPLETED FEMA FLOOD ELEVATION CERTIFICATES PREPARED BY A CALIFORNIA REGISTERED PROFESSIONAL OR LAND SURVEYOR. IF REQUIRED, PROVIDE FLOOD RESISTANT CONSTRUCTION. CRC R322.1.3. IF REQUIRED, THE BOTTOM OF FLOOD VENTS (FV) SHALL BE NO HIGHER THAN 1 FOOT ABOVE GRADE. CRC R322.2.2.1. IF REQUIRED, PROVIDE AT LEAST TWO 6"x14" GARAGE VENTS (GV) IN EXTERIOR GARAGE WALLS, LOCATED ON OPPOSITE SIDES OF ADJACENT WALLS WITH A TOTAL NET AREA OF NOT LESS THAN 1 SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA.  THE BOTTOM OF THE OPENING SHALL BE NO HIGHER THAN 1' ABOVE GRADE. CRC R322.2.2 A FINISHED CONST. FLOOD ELEVATION CERTIFICATE IS REQUIRED FOR FINAL APPROVAL OF THE STRUCTURE. FLOORING COVERING:FLOORING COVERING: 1. CARPET SYSTEMSCARPET SYSTEMS: : CGBSC 4.504.3 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: A.) CARPET AND RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM. B.) CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, “STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,” AS SHOWN IN VERSION 1.1, FEBRUARY 2010. C.) NSF/ANSI 140 AT THE GOLD LEVEL. D.) SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE™ GOLD. 2. CARPET CUSHIONCARPET CUSHION: : CGBSC 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE’S GREEN LABEL PROGRAM. 3. CARPET ADHESIVECARPET ADHESIVE: : CGBSC 4.504.3.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 8. 8. 4. RESILIENT FLOORING SYSTEMSRESILIENT FLOORING SYSTEMS: : CGBSC 4.504.4 WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: A.) PRODUCTS COMPLIANT WITH THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, “STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,” VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350), CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS DATABASE. B.) PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD (FORMERLY THE GREENGUARD CHILDREN & SCHOOLS PROGRAM). C.) CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. D.) MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, “STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,” VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350). 5. 5. COMPOSITE WOOD PRODUCTSCOMPOSITE WOOD PRODUCTS: : CGBSC 4.504.5 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 TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5. 6. 6. DOCUMENTATIONDOCUMENTATION: : CGBSC 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: A.) PRODUCT CERTIFICATIONS AND SPECIFICATIONS. B.)CHAIN OF CUSTODY CERTIFICATIONS. C.) PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE CCR, TITLE 17, SECTION 93120, ET SEQ.). D.) EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 OR PS-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN AS/NZS 2269, EUROPEAN 636 3S, AND CANADIAN CSA O121, CSA O151, CSA O153 AND CSA O325 STANDARDS. E.) OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. FOUNDATION:FOUNDATION: DRAINAGEDRAINAGE: : THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT NOT LESS THAN 6" IN THE FIRST 10' (5% SLOPE). CRC R401.3. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT THE 10' DISTANCE, A 2-5 PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING THE WATER AWAY FROM THE FOUNDATION. IMPERVIOUS SURFACES SHALL ALSO BE SLOPED A MINIMUM OF 2% FOR 10' AWAY FROM STRUCTURES TO AN APPROVED DRAINAGE WAY. CRC R401.3. RAISED FLOOR VENTILATIONRAISED FLOOR VENTILATION:: CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE UNDERFLOOR AREA WALLS.  SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SQFT FOR EACH 150 SQFT OF UNDERFLOOR AREA.  ONE VENTILATION OPENING SHALL BE LOCATED WITHIN 3' OF EACH CORNER OF THE BUILDING. OPENINGS SHALL BE LOCATED SO AS TO PROVIDE CROSS VENTILATION.  CRC R408.1 FOUNDATION VENTSFOUNDATION VENTS:: SHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH WITH OPENINGS NOT LESS THAN 1/8" AND NOT TO EXCEED 1/4" IN DIMENSION. CRC R408.2. SEE W.U.I. NOTESW.U.I. NOTES FOR PROPERTIES LOCATED IN A WILD-LAND URBAN INTERFACE. FOUNDATION ACCESSFOUNDATION ACCESS:: PROVIDE CRAWL SPACES WITH A MINIMUM OF 1 ACCESS OPENING. IF ACCESS IS THROUGH THE FLOOR IT SHALL NOT BE LESS THAN18” BY 24”. IF THROUGH A PERIMETER WALL IT SHALL NOT BE LESS THAN 16” BY 24”. CRC R408.4.  UNDERFLOOR ACCESS W/ APPLIANCES:UNDERFLOOR ACCESS W/ APPLIANCES: PROVIDE AT LEAST (1) UNDER FLOOR ACCESS & PASSAGEWAY NOT LESS IN SIZE THAN THE LARGEST APPLIANCE & NOT LESS THAN 22"x30". CMC 304.4. LENGTH OF PASSAGEWAY:LENGTH OF PASSAGEWAY: IF THE HEIGHT IS LESS THAN 6' THE DISTANCE FROM THE ACCESS TO THE APPLIANCE SHALL NOT EXCEED 20' MEASURED ALONG THE CENTERLINE. CMC 304.4.1. WIDTH OF PASSAGEWAY:WIDTH OF PASSAGEWAY: SHALL BE UNOBSTRUCTED W/ A SOLID FLOOR NOT LESS THAN 24" WIDE FROM ENTRANCE TO APPLIANCE. CMC 304.4.2. WORK PLATFORM:WORK PLATFORM: PROVIDE A 30"x30" WORKING PLATFORM ON THE APPLIANCE SERVICE SIDE. CMC 304.4.3. LIGHTING & OUTLET:LIGHTING & OUTLET: A PERMANENT 120-VOLT RECEPTACLE OUTLET & A LIGHT FIXTURE SHALL BE INSTALLED NEAR THE APPLIANCE. THE LIGHT SHALL BE SWITCH CONTROLLED AT THE ENTRANCE OF THE PASSAGEWAY. CMC 304.4.4. SLABS-ON-GRADESLABS-ON-GRADE: : PROVIDE A 6-MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" BETWEEN THE BASE COURSE OR SUBGRADE & THE CONCRETE FLOOR SLAB. CRC R506.2.3. UNDERFLOOR CLEANOUTSUNDERFLOOR CLEANOUTS: : SHALL BE LOCATED WITHIN 5' OF AN ACCESS POINT. DECK POSTS: DECK POSTS: POSTS SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS SHALL PROJECT NOT LESS THAT 1" ABOVE A CONCRETE FLOOR OR 6" ABOVE EXPOSED EARTH. CRC R317.1.4. GARAGE:GARAGE: DWELLING/GARAGE AND/OR CARPORT SEPARATIONDWELLING/GARAGE AND/OR CARPORT SEPARATION: : FROM THE RESIDENCE AND ATTICS:  NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. CRC TABLE R302.6. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT:  NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT. CRC TABLE R302.6. STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION:  NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT. CRC TABLE R302.6. GARAGES LOCATED LESS THAN 3' FROM A DWELLING UNIT ON THE SAME LOT:  NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. CRC TABLE R302.6. APPLIANCES & RECEPTACLESAPPLIANCES & RECEPTACLES THAT ARE GENERATING A GLOW, SPARK OR FLAME SHALL BE LOCATED 18" ABOVE THE FLOOR UNLESS IT IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. PROVIDE PROTECTIVE POST OR OTHER IMPACT BARRIER FROM VEHICLE DAMAGE. CMC 308.0. HABITABLE SPACE ABOVEHABITABLE SPACE ABOVE:: ABOVE A GARAGE MUST BE SEPARATED BY 5/8" TYPE X GYPSUM BOARD. CRC TABLE R302.6. DOORSDOORS:: DOORS BETWEEN THE DWELLING & GARAGE TO BE 1 3/8" THICK, SOLID CORE WOOD, SOLID CORE STEEL, HONEYCOMB CORE STEEL, OR A DOOR WITH A 20 MINUTE FIRE PROTECTION RATING, AND BE SELF-CLOSING & SELF- LATCHING. EXCEPTION: GARAGES THAT HAVE FIRE SPRINKLERS NEED ONLY BE SELF-CLOSING & SELF-LATCHING. CRC R302.5.1. DOOR FROM GARAGE TO BEDROOMDOOR FROM GARAGE TO BEDROOM: : NO OPENINGS ARE PERMITTED FROM GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING. CRC 302.5.1 STAIRSSTAIRS: : ENCLOSED ACCESSIBLE AREAS UNDER STAIRS SHALL BE COVERED BY 1/2" GYP. BD. CRC TABLE R302.7. DUCTSDUCTS: : DUCTS IN THE GARAGE THAT PENETRATE THE SEPARATION MUST BE A MINIMUM OF 26 GAUGE STEEL WITH NO OPENINGS IN THE GARAGE. R302.5.2. GARAGE DOORGARAGE DOOR: :  HOLD GARAGE FLOOR BACK SO THAT DOOR LANDS ON APRON 3/4" BELOW GARAGE FLOOR. GARAGE DOOR OPENERGARAGE DOOR OPENER:: SHALL BE LISTED IN ACCORDANCE WITH UL 325. CRC R309.4. GARAGE DOOR OPENER SHALL HAVE A BATTERY BACK-UP THAT IS OPERATIONAL WITHOUT INTERRUPTION DURING AN ELECTRICAL OUTAGE. HEALTH & SAFETY CODE 19892. GARAGE DOOR OPENINGGARAGE DOOR OPENING:: FINISHED OPENING TO BE 1" SHORTER IN HEIGHT & 2" NARROWER THAN WIDTH OF GARAGE DOOR SIZE. PROVIDE SOLID BLOCKING AT CENTER OF DOOR TO A MINIMUM OF 14" ABOVE TOP OF DOOR. GARAGE FLOORGARAGE FLOOR: : THE FLOOR SURFACE SHALL BE NON-COMBUSTIBLE. THE FLOOR SHALL BE SLOPE TO FACILITATE THE MOVEMENT OF LIQUIDS TO THE FRONT DOOR. CRC R309.1. EV CAPABILITYEV CAPABILITY: : A LISTED RACEWAY SHALL BE INSTALLED TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT ORIGINATING AT THE MAIN SERVICE OR SUB PANEL & SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE FOR THE FUTURE INSTALLATION & USE OF ELECTRIC VEHICLE (EV) CHARGERS. THE RACEWAY SHALL NOT BE LESS THAN 1" INSIDE DIAMETER & SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMP MINIMUM BRANCH CIRCUIT. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE”. CGBSC 4.106.4.2. WATER HEATERSWATER HEATERS:: SEE NOTESNOTES, WATER HEATER. WATER SOFTNERSWATER SOFTNERS: : PROVIDE 3/4" PIPE CONNECTION FOR UP TO TWO BATHROOM GROUPS SERVED & 1" PIPE FOR UP TO 4 BATHROOM GROUPS SERVED. CPC TABLE 611.4. PLUMBINGPLUMBING:: PEX PIPEPEX PIPE: :  THE WATER DISTRIBUTION SYSTEM IN THIS PROJECT WILL BE USING PEX PIPING. PEX PIPE FLUSHINGPEX PIPE FLUSHING: :  ALL INITIAL PEX PLUMBING PIPING INSTALLED IN NEW CONSTRUCTION SHALL BE FLUSHED TWICE OVER A PERIOD OF AT LEAST 1 WEEK. THE PIPE SHALL BE FLUSHED FOR AT LEAST 10 MINUTES & THEN FILLED AND ALLOWED TO STAND FOR NO LESS THAN 1 WEEK, AFTER WHICH ALL THE BRANCHES OF THE PIPE SYSTEM MUST BE FLUSHED LONG ENOUGH TO FULLY EMPTY THE CONTAINED VOLUME. THIS PROVISION SHALL NOT APPLY TO THE INSTALLATION OF PEX PIPE WHERE IT REPLACES AN EXISTING PIPE SYSTEM OF ANY MATERIAL. CPC 604.1.2. HOSE BIBBSHOSE BIBBS: :  INSTALL NON-REMOVABLE BACKFLOW PREVENTION DEVICES. CPC 603.5.7. REMODELSREMODELS: : FOR ALTERATIONS OR IMPROVEMENTS TO SINGLE-FAMILY RESIDENCES, AS A CONDITION FOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL, THE PERMIT APPLICANT SHALL REPLACE ALL NON-COMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING FIXTURES. CA SENATE BILL 407. SEWER DRAINSSEWER DRAINS: :  RESIDENTIAL BUILDINGS WITH MORE THAN 3 WATER CLOSETS REQUIRE THEN SEWER DRAIN TO BE A MINIMUM OF 4" IN DIAMETER. CPC TABLE 703.2, FOOTNOTE 4. WATER SOFTNERSWATER SOFTNERS: : PROVIDE 3/4" PIPE CONNECTION FOR UP TO TWO BATHROOM GROUPS SERVED & 1" PIPE FOR UP TO 4 BATHROOM GROUPS SERVED. CPC TABLE 611.4. WASTE LINEWASTE LINE:: PROVIDE 1/4" PER FOOT (2%) MINIMUM SLOPE. CPC 708.1. WATER SUPPLIED APPLIANCESWATER SUPPLIED APPLIANCES:: A CONTROL VALVE SHALL BE INSTALLED IMMEDIATELY AHEAD OF EACH WATER-SUPPLIED APPLIANCE & MUST BE LOCATED IN AN ACCESSIBLE SPACE. CPC 606.5-6. RODENT PROOFING:RODENT PROOFING: RODENT PROOFINGRODENT PROOFING:  :   ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/ BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.  CGBSC 4.406 ROOF & CEILING:ROOF & CEILING: RADIANT BARRIER SHEATHINGRADIANT BARRIER SHEATHING: :  WHEN RADIANT BARRIER SHEATHING IS REQUIRED, THE RADIANT BARRIER SHALL ALSO BE INSTALLED ON ALL VERTICAL SURFACES AND GABLE END WALLS IN THE ATTIC. LOW SLOPED ROOFS: LOW SLOPED ROOFS: COMPOSITION SHINGLES WITH SLOPED ROOFS 2/12 TO LESS THAN 4/12 SHALL HAVE 2 LAYERS OF UNDERLAYMENT APPLIED PER CRC R905.2.2. SKYLIGHTS:SKYLIGHTS: SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY AND BEAR A LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE GRADE RATING & APPROVED INSPECTION AGENCY. CRC R306.6.9. SITE ADDRESS:SITE ADDRESS: BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. CRC R310.1. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4" WITH A MINIMUM STROKE WIDTH OF 1/2".  CRC R310.1. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. CRC R301.1 SMOKE/C.O. ALARMS:SMOKE/C.O. ALARMS: SMOKE ALARMSSMOKE ALARMS:: SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOM. CRC R314.3.1. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CRC R314.3.2. ON EACH STORY OF THE DWELLING, INCLUDING BASEMENTS & HABITABLE ATTICS & NOT INCLUDING CRAWL SPACES & UNINHABITABLE ATTICS. CRC R314.3.3 SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. CRC R314.6. EXCEPTIONSEXCEPTIONS:: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED IN EXISTING BUILDINGS WHERE NO CONSTRUCTION IS TAKING PLACE. EXCEPTIONSEXCEPTIONS:: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED IN BUILDINGS THAT ARE NOT SERVED FROM A COMMERCIAL POWER SOURCE. EXCEPTIONSEXCEPTIONS:: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED WHERE REPAIRS OR ALTERATIONS ARE LIMITED TO EXTERIOR SURFACES OF DWELLING, SUCH AS THE REPLACEMENT OR ROOFING OR SIDING, OR THE ADDITION OF WINDOWS OR DOORS, OR THE ADDITION OF A DECK OR PORCH. EXCEPTIONSEXCEPTIONS:: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED WHEN WORK IS LIMITED TO THE INSTALLATION, ALTERATION OR REPAIR OF ELECTRICAL SYSTEMS WHICH DO NOT RESULT IN THE REMOVAL OF INTERIOR SURFACES OR CEILING FINISHES EXPOSING THE STRUCTURE. CARBON MONOXIDE ALARMSCARBON MONOXIDE ALARMS: : EXISTING BUILDINGS & NEW CONSTRUCTIONEXISTING BUILDINGS & NEW CONSTRUCTION:: AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CRC R315.2.1. LOCATIONSLOCATIONS:: CARBON MONOXIDE ALARMS ARE REQUIRED IN THE FOLLOWING LOCATIONS: OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S). CRC R315.3. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. CRC R315.3. WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED WITHIN THE BEDROOM. CRC R315.3. CARBON MONOXIDE OR SMOKE ALARMSCARBON MONOXIDE OR SMOKE ALARMS:: COMBINATION ALARMSCOMBINATION ALARMS:: COMBINATION SMOKE & CARBON MONOXIDE ALARMS SHALL BE PERMITTED IN LIEU OF SMOKE ALARMS. CRCR314.5. GARAGES & ATTICSGARAGES & ATTICS:: CARBON MONOXIDE/SMOKE DETECTORS SHALL NOT BE INSTALLED IN GARAGES OR ATTICS. NFPA 29.8.3.4..2 NEAR COOKING APPLIANCENEAR COOKING APPLIANCE:: CARBON MONOXIDE/SMOKE DETECTORS SHALL BE INSTALLED A MINIMUM OF 20' HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. NFPA 29.8.3.4.4. EXCEPTIONEXCEPTION: : IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH OR PHOTOELECTRIC SMOKE ALARMS SHALL BE PERMITTED TO BE INSTALLED 10' OR GREATER FROM THE COOKING APPLIANCE. NFPA 29.8.3.4. EXCEPTIONEXCEPTION:: PHOTOELECTRIC SMOKE ALARMS SHALL BE PERMITTED TO BE INSTALLED GREATER THAN 6' FROM THE COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA & ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS & THE 10' DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE ALARM OR SMOKE DETECTOR. NFPA 29.8.3.4. NEAR BATHROOMSNEAR BATHROOMS:: SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3' HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM. CRC 314.3 & NFPA 29.8.3.4.5. HVAC SUPPLY REGISTERSHVAC SUPPLY REGISTERS:: SMOKE ALARMS & SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 36" HORIZONTALLY FROM ANY HVAC SUPPLY REGISTER & SHALL NOT BE INSTALLED IN THE DIRECT AIRFLOW FROM THOSE REGISTERS. NFPA 29.8.3.4.6. NEAR CEILING FANSNEAR CEILING FANS:: SMOKE ALARMS & SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 36" HORIZONTALLY FROM THE TIP OF THE BLADE OF A CEILING SUSPENDED PADDLE FAN. NFPA 29.8.3.4.7. COFFERED & VAULTED CEILINGSCOFFERED & VAULTED CEILINGS:: SMOKE ALARMS SHALL BE INSTALLED ON THE HIGHEST PORTION OF THE CEILING OR ON THE SLOPED PORTION OF THE CEILING WITHIN 12" VERTICALLY DOWN FROM THE HIGHEST POINT. NFPA 29.8.3.4.10. INTERCONNECTIONINTERCONNECTION:: WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. CRC 314.4. EXCEPTIONEXCEPTION: : INTERCONNECTION IS NOT REQUIRED IN BUILDINGS THAT ARE NOT UNDERGOING CONSTRUCTION OF ANY KIND. EXCEPTIONEXCEPTION: : SMOKE ALARMS IN EXISTING AREAS ARE NOT REQUIRED TO BE INTERCONNECTED WHERE ALTERATIONS DO NOT RESULT IN THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE UNLESS THERE IS A ATTIC, CRAWL SPACE OR BASEMENT AVAILABLE WHICH COULD PROVIDE ACCESS FOR INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES. STAIRS, HANDRAILS & GUARDS:STAIRS, HANDRAILS & GUARDS: STAIR WIDTHSTAIR WIDTH::  STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT & BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THE 4.5" ON EITHER SIDE OF THE STAIRWAY & THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT & BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS & LANDINGS, SHALL NOT BE LESS THAN 31.5" WHERE A HANDRAIL IS INSTALLED ON 1 SIDE & 27" WHERE HANDRAILS ARE ON BOTH SIDES. CRC R311.7.1. SPIRAL STAIRWAYS IN ACCORDANCE WITH R311.7.10.1. STAIR HEADROOMSTAIR HEADROOM::  THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 80" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING ON THAT PORTION OF THE STAIRWAY. CRC311.7.2. EXCEPTIONEXCEPTION:: WHERE THE NOSING OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES, THE FLOOR OPENING IS ALLOWED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM A MAXIMUM OF 4.75". CRC R311.7.2. VERTICAL RISEVERTICAL RISE: : A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151" BETWEEN FLOOR LEVELS OR LANDINGS. CRC311.7.3. WALKLINEWALKLINE: :  THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE DIRECTION OF TRAVEL THROUGH THE TURN AND LOCATED 12" FROM THE SIDE WHERE THE WINDERS ARE NARROWER. THE 12" DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE ADJACENT WINDERS SHALL BE USED. CRC 311.7.4. TREADS & RISERSTREADS & RISERS::  STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSE OF THIS SECTION, ALL DIMENSIONS ARE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. CRC 311.7.5. RISER HEIGHTRISER HEIGHT: : THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4". THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD AT AN ANGLE NOT MORE THAN 30° FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDING THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE. EXCEPTIONEXCEPTION:: THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30" OR LESS. OPEN RISERS ARE ONLY PERMITTED WITHIN 30" OF THE FLOOR. CRC R311.7.5.1. TREAD DEPTHTREAD DEPTH::  THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH IS MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS & AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". CRC311.7.5.2. WINDER TREADSWINDER TREADS::  WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10" MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTION WITH THE WALKLINE. WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6" AT ANY POINT WITH THE CLEAR WIDTH OF THE STAIR. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". CONSISTENTLY SHAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS REGULAR TREADS & DO NOT HAVE TO BE WITHIN 3/8" OF THE RECTANGULAR TREAD DEPTH. CRC 311.7.5.2.1. NOSINGSNOSINGS: : THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/16" OR A BEVEL NOT GREATER THAN 1/2". A NOSING NOT LESS THAN 3/4" BUT NOT MORE THAN 1.25" SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8" BETWEEN 2 STORIES, INCLUDING NOSING AT THE LEVEL OF FLOORS AND LANDINGS. EXCEPTIONEXCEPTION:: A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11". CRC 311.7.5.3. ALTERNATING TREAD DEVICESALTERNATING TREAD DEVICES:: SEE CRC R311.7.11 FOR ALTERNATING TREAD DEVICES. EXTERIOR WOOD/PLASTIC COMPOSITE STAIR TREADSEXTERIOR WOOD/PLASTIC COMPOSITE STAIR TREADS: : SHALL COMPLY WITH CRC 507.3. STAIRWAY LANDINGSSTAIRWAY LANDINGS: :  THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY.  THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALKLINE & THE TOTAL AREA IS NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL NOT BE LESS THAN 36" EXCEPTIONEXCEPTION:: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. CRC 311.7.6. STAIRWAY WALKING SURFACESTAIRWAY WALKING SURFACE:: THE WALKING SURFACE OF TREADS & LANDINGS OF STAIRWAYS SHALL BE SLOPED NO STEEPER THAN 1 UNIT IN 48" HORIZONTAL (2% SLOPE). CRC311.7.7. HANDRAILSHANDRAILS: :  HANDRAILS SHALL BE PROVIDED ON AT LEAST 1 SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 4 OR MORE RISERS. CRC 311.7.8. HANDRAIL HEIGHTHANDRAIL HEIGHT: :  HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL NOT BE LESS THAN 34" & NOT MORE THAN 38". EXCEPTIONSEXCEPTIONS: : 1.) THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2.) WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FOR HANDRAIL TO GUARDRAIL, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHTS. CRC 311.7.8.1. HANDRAIL CLEARANCE:HANDRAIL CLEARANCE: HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF LESS THAN 1.5" BETWEEN THE WALL AND THE HANDRAIL. CRC R311.8.3. CONTINUITYCONTINUITY::  HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWER RISER OF THE FLIGHT. HANDRAILS ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5" BETWEEN THE WALL & HANDRAILS. EXCEPTIONSEXCEPTIONS:: 1.) HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2.) THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL IS ALLOWED OVER THE LOWEST TREAD. CRC 311.7.8.4. GRIP SIZEGRIP SIZE:: ALL REQUIRED HANDRAILS SHALL BE OF 1 OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY: TYPE 1TYPE 1: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF A LEAST 1.25" & NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" & NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". TYPE 2TYPE 2: HANDRAILS WITH A PERIMETER GREATER THAN 6.25" SHALL HAVE A GRASPABILITY FINGER RECESS ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITH A DISTANCE OF 3/4" MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE & ACHIEVE A DEPTH OF AT LEAST 5/16" WITHIN 7/8" BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8" TO A LEVEL THAT IS NOT LESS THAN 1.75" BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1.25" TO A MAXIMUM OF 2.75" EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". CRC 311.7.8.3. EXTERIOR WOOD/PLASTIC COMPOSITE HANDRAILSEXTERIOR WOOD/PLASTIC COMPOSITE HANDRAILS:: CRC 311.7.8.4. SHALL COMPLY WITH CRC 507.3. ILLUMINATIONILLUMINATION: : ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH CRC 303.6. SPECIAL STAIRWAYSSPECIAL STAIRWAYS:: SPIRAL STAIRWAYS & BULKHEAD ENCLOSURE SHALL COMPLY WITH ALL REQUIREMENTS OF CRC 311.7 EXCEPT A SPECIFIED BELOW. SPIRAL STAIRWAYSSPIRAL STAIRWAYS: : SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED THE MINIMUM CLEAR WIDTH AT & BELOW THE HANDRAILS SHALL BE 26" WITH EACH TREAD HAVING A 7.5" MINIMUM TREAD DEPTH AT 12" FROM THE NARROWER EDGE. ALL TREADS SHALL BE IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 9.5". A MINIMUM HEADROOM OF 6'-6" SHALL BE PROVIDED. CRC 311.7.10.1. GUARDS - WHERE REQUIREDGUARDS - WHERE REQUIRED:: GUARDS SHALL BE LOCATED ALONG THOSE PORTIONS OF OPEN SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS & LANDINGS, THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED A GUARD. CRC 312.1.1. GUARDS - HEIGHTGUARDS - HEIGHT:: REQUIRED GUARDS SHALL BE NOT LESS THAN 42" HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONSEXCEPTIONS: : 1.) GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT LESS THAN 34" MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGE OF THE TREADS. 2.) WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 34" & NOT MORE THAN 38" MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS, CRC 312.1.2. . ATTIC:ATTIC: ATTIC ACCESSATTIC ACCESS: ATTIC AREAS HAVING A CLEAR HEIGHT OF 30", OR MORE, OVER AN AREA OF NOT LESS THAN 30 SQFT, SHALL BE PROVIDED WITH A 22"x30" MINIMUM ROUGH FRAMED SIZE OPENING WHEN LOCATED AT A CEILING. WHEN LOCATED IN A WALL THE OPENING SHALL BE 22" WIDE x 30" HIGH. THE ACCESS SIZE SHALL BE AT LEAST AS LARGE AS THE LARGEST ATTIC APPLIANCE. THE ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. CEILING LOCATED ATTIC ACCESS SHALL HAVE A MINIMUM UNOBSTRUCTED HEADROOM OF 30" MEASURED FROM THE BOTTOM OF THE CEILING FRAMING MEMBERS. CRC 807.1 & CMC 904.10. PASSAGEWAYPASSAGEWAY:: A 24" WIDE SOLID PASSAGEWAY FROM THE ACCESS ENTRANCE TO THE APPLIANCE. CPC 508.4.2. LENGTHLENGTH:: WHERE THE PASSAGEWAY IS LESS THAN 6' IN HEIGHT, THE DISTANCE TO THE APPLIANCE SHALL NOT EXCEED 20' IN LENGTH. CPC 508.4.1. WORKSPACEWORKSPACE:: A 30"x30" WORKING PLATFORM TO BE SUPPLIED AT THE SERVICE SIDE OF THE APPLIANCE. CPC 508.4.3. ATTIC VENTILATIONATTIC VENTILATION::  ATTICS & ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE.  VENTILATION OPENINGS SHALL BE AT LEAST 1/16" AND NO MORE THAN1/4" . OPENINGS LARGER THAN 1/4" SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR OPENINGS OF AT LEAST 1/16" AND NO MORE THAN 1/4". CRC 806.1. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. CRC 806.2 WHERE VENTS ARE INSTALLED, BLOCKING, BRIDGING & INSULATION SHALL NOT BOCK THE FREE FLOW OF AIR. A MINIMUM OF 1" OF AIRSPACE IS REQUIRED BETWEEN THE INSULATION & THE ROOF SHEATHING.  CRC 806.3. ATTIC LIGHTING & CONVENIENCE OUTLETATTIC LIGHTING & CONVENIENCE OUTLET:: PROVIDE A 120v RECEPTACLE & SWITCH CONTROLLED LIGHT(S) NEAR THE ATTIC MECHANICAL EQUIPMENT FOR MAINTENANCE. THE LIGHT SWITCH SHALL BE LOCATED NEAR THE ATTIC ACCESS. INSULATION AIRFLOWINSULATION AIRFLOW: A1" MIN. SPACE FOR AIR FLOW TO THE VENTS SHALL BE PROVIDED BETWEEN INSULATION & SHEATHING WHERE APPLICABLE. CRC R806.3. BATHROOM:BATHROOM: BIDETSBIDETS:: THE MAXIMUM HOT WATER DISCHARGE SHALL BE LIMITED TO 110°F. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. CPC 410.3. NO BIDET SHALL BE SET CLOSER THAN 15" FROM ITS CENTERLINE TO A SIDE WALL OR OBSTRUCTION NOR CLOSER THAN 30" CENTER TO CENTER TO A SIMILAR FIXTURE. THE CLEAR SPACE IN FRONT OF A BIDET SHALL BE NO CLOSER THAN 24". CPC 402.5 CEILING HEIGHTSCEILING HEIGHTS:: SEE CEILING HEIGHTS. DRAINSDRAINS: : A 4" DRAIN IS REQUIRED FOR BUILDINGS PROVIDING MORE THAN 3 TOILETS. CPC TABLE 7-5 FOOTNOTE 4. EXHAUST FANSEXHAUST FANS:: INSTALLED WITH A MINIMUM 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION. CRC R303.3 FAN SHALL BE ENERGY STAR COMPLIANT & PROVIDED WITH HUMIDITY CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF GREATER THAN 50% TO A MAXIMUM OF 80%. CGBSC 4.506.1. THE EXHAUST SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS. CMC 504.1 SEE ELECTRICAL NOTESELECTRICAL NOTES, EXHAUST FANS. EXHAUST DUCTSEXHAUST DUCTS:: TERMINATE OUTSIDE OF THE BUILDING W/ BACK-DRAFT DAMPERS. EXHAUST DUCTS SHALL TERMINATE 3' FROM OPENINGS INTO THE BUILDING. CMC 501.3.1 FAUCETSFAUCETS::  FLOW RESTRICTED TO 1.2 GPM @ 60 PSI. MINIMUM FLOOR RATE SHALL NOT BE LESS THAN 0.8 GPM AT 20 PSI. CGBSC 4.303.1.4.2. JETTED TUBSJETTED TUBS::  PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR. PROVIDE A GFCI BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. LAVATORIESLAVATORIES:: PROVIDE MIRROR AT LAVATORIES. SHOWER COMPARTMENTSSHOWER COMPARTMENTS::  WATERPROOF SURFACE TO +72”.  CRC R307.2 PROVIDE SAFETY GLASS ENCLOSURE, CURTAIN ROD OR WALK-THRU ENTRANCE TO SHOWER. CRC R308.4.2. MINIMUM FINISHED INTERIOR AREA OF 1024 SQ. INCHES & CAPABLE OF ENCOMPASSING A 30" CIRCLE. CPC 308.6. SHOWER BACKING SHALL BE GLASS MAT OR FIBER- REINFORCED GYPSUM PANELS, OR NON-ASBESTOS FIBER-CEMENT BOARD, OR NON-ASBESTOS FIBER-CEMENT REINFORCED CEMENTITIOUS BACKING INSTALLED AS PER MANUFACTURERS' RECOMMENDATIONS. CRC R702.4.2. SHOWER DOORS SHALL MAINTAIN NOT LESS THAN 22" UNOBSTRUCTED OPENING FOR EGRESS. CPC 408.5. SHOWER HEAD NOTESHOWER HEAD NOTE::  SHOWERS AND TUB-SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE. CPC 408.3    SINGLE SHOWER HEAD FLOW RESTRICTED TO 1.8 GPM @ 80 PSI.   CGBSC 4.303.1.3.1 MULTIPLE SHOWER HEADSMULTIPLE SHOWER HEADS:: WHEN A SHOWER IS SERVED BY MORE THAN 1 SHOWER HEAD, THE COMBINED FLOW RATE OF ALL SHOWER HEADS SHALL NOT EXCEED 1.8 GPM @ 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY 1 SHOWER OUTLET TO BE OPERATED AT A TIME. SHOWER HEAD SHALL BE POSITIONED SO IT DOES NOT DISCHARGE AT THE ENTRANCE OF THE SHOWER. SHOWERHEAD SHALL NOT DISCHARGE DIRECTLY AT ENTRANCE SO BATHER CAN ADJUST VALVES PRIOR TO STEPPING INTO SHOWER SPRAY. CPC SEC 408.9 TOILETSTOILETS::  1.28 GALLONS PER FLUSH MAXIMUM.  DUAL FLUSH TOILETS DETERMINED BY AVERAGING 2 REDUCED FLUSHES & 1 FULL FLUSH. CGBSC 4.303.1.1. NO TOILET SHALL BE SET CLOSER THAN 15" FROM ITS CENTERLINE TO A SIDE WALL OR OBSTRUCTION NOR CLOSER THAN 30" CENTER TO CENTER TO A SIMILAR FIXTURE. THE CLEAR SPACE IN FRONT OF A TOILET SHALL BE NO CLOSER THAN 24". CPC 402.5. TOILET PAPER HOLDERTOILET PAPER HOLDER:: PROVIDE BACKING AT 26" ABOVE FLOOR. TOWEL BARSTOWEL BARS:: PROVIDE BACKING FOR TOWEL BARS @ 44" ABOVE FLOOR. URINALSURINALS::  WALL MOUNTED URINALS FLUSH VOLUME SHALL NOT EXCEED TO 0.125 GALLONS PER FLUSH, ALL OTHER URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.  CGBSC 4.303.1.2 NO URINAL SHALL BE SET CLOSER THAN 15" FROM ITS CENTERLINE TO A SIDE WALL OR OBSTRUCTION NOR CLOSER THAN 30" CENTER TO CENTER TO A SIMILAR FIXTURE. THE CLEAR SPACE IN FRONT OF A URINAL SHALL BE NO CLOSER THAN 24". CPC 402.5 WHOLE BUILDING VENTILATIONWHOLE BUILDING VENTILATION:: SEE "NOTESNOTES", WHOLE BUILDING VENTILATION FOR ADDITIONAL INFORMATION. WINDOWSWINDOWS::  PROVIDE SAFETY GLASS IN AREAS CONTAINING OR FACING A HOT TUB, SPA, WHIRLPOOL, SAUNA, STEAM ROOM, BATHTUB, SHOWER & INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM OF GLAZING IS LESS THAN 60" ABOVE A STANDING OR WALKING SURFACE.  CRC 308.4.5.  EXCEPTION:EXCEPTION:   GLAZING THAT IS MORE THAN 60", MEASURED HORIZONTALLY, FROM WATER’S EDGE. SEE "NOTESNOTES", GLAZING FOR ADDITIONAL GLAZING INFORMATION. BEDROOMS:BEDROOMS: FLOOR COVERINGFLOOR COVERING:: SEE "NOTES", FLOOR COVERING FOR ADDITIONAL INFORMATION. SMOKE/C.O. ALARMSSMOKE/C.O. ALARMS::  SEE "NOTES", SMOKE/CO ALARMS FOR ADDITIONAL INFORMATION. SLEEPING ROOMSSLEEPING ROOMS SHALL HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING, SUCH AS AN EXTERIOR OPERABLE WINDOW, DOOR OR SIMILAR DEVICE. CRC R310.1 SEE ""EMERGENCY ESCAPE & RESCUEEMERGENCY ESCAPE & RESCUE"" FOR BASEMENT EXCEPTIONS. CRC R310.1 WINDOWSWINDOWS::  PROVIDE 1 DOOR OR BEDROOM WINDOW WITH A MIN. NET CLEAR OPENING OF 5.7 SQFT. EXCEPTIONEXCEPTION:: GRADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SQFT. CRC R310.2.1. SILL HEIGHT:SILL HEIGHT: MAX. 44" ABOVE FLOOR. CRC R310.2.2. MIN. OPENING HEIGHT:MIN. OPENING HEIGHT: 24". MIN. OPENING WIDTH:MIN. OPENING WIDTH: 20" WINDOWS MORE THAN 72" ABOVE THE FINISHED GRADE & HAVING OPENINGS LOCATED WITHIN 24" OF THE FINISHED FLOOR TO BE PROVIDED WITH WINDOW FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY WITH ASTM F 2090. CRC R312.2.1. CEILING HEIGHTS:CEILING HEIGHTS: HABITABLE SPACEHABITABLE SPACE: : HABITABLE SPACE, HALLWAYS & PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'. BATHROOMS, TOILET ROOMS & LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8". CRC R305.1. EXCEPTIONSEXCEPTIONS: : FOR ROOMS WITH SLOPED CEILINGS, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5' & NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. A SHOWER OR TUB WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8" ABOVE AN AREA OF NOT LESS THAN 30" BY 30" AT THE SHOWERHEAD. BEAMS, GIRDERS, DUCTS OR OTHER OBSTRUCTIONS IN BASEMENTS CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISHED FLOOR. CONSTRUCTION WASTE MANAGEMENT:CONSTRUCTION WASTE MANAGEMENT: CONSTRUCTION WASTE MANAGEMENTCONSTRUCTION WASTE MANAGEMENT::  RECYCLE AND/OR SALVAGE A MINIMUM OF 65% OF THE NON-HAZARDOUS CONSTRUCTION & DEMOLITION WASTE. CGBSC 4.408.1. EXCEPTION:EXCEPTION: EXCAVATED SOIL & LAND CLEARING DEBRIS. EXCEPTION:EXCEPTION: THE ENFORCING AGENCY MAY MAKE EXCEPTIONS WHEN ISOLATED JOB SITES ARE LOCATED BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. CONSTRUCTION WASTE MANAGEMENT PLANCONSTRUCTION WASTE MANAGEMENT PLAN:: SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY & SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY.  CGBSC 4.408.2. WASTE MANAGEMENT COMPANYWASTE MANAGEMENT COMPANY::   UTILIZE A WASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION & DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1.  NOTENOTE:: THE OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION & DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY. WASTE STREAM REDUCTION ALTERNATIVEWASTE STREAM REDUCTION ALTERNATIVE::  PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION & DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED 3.4 LBS./SQ. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 65 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.4. WASTE STREAM REDUCTION ALTERNATIVEWASTE STREAM REDUCTION ALTERNATIVE::  PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION & DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED 2 LBS./SQ. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 65 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.4.1. DOCUMENTATIONDOCUMENTATION::  DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH CGBSC SECTION 4.408.2. ITEMS 1-5, SECTION 4.408.3 OR SECTION 4.408.4. EMERGENCY ESCAPE & RESCUE:EMERGENCY ESCAPE & RESCUE: SEE ""NOTESNOTES", BEDROOM, WINDOWS FOR ADDITIONAL INFORMATION. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE & RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. THE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. CRC R310.1 SEE CODE FOR EXCEPTIONS. WINDOW WELLS, LADDERS & STEPS SHALL COMPLY WITH CRC R310.2.3. BARS, GRILLES, COVERS & SCREENS SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE, OR FORCE GREATER THAN 15 LBS TO OPERATE THE EMERGENCY ESCAPE & RESCUE OPENINGS. CRC R310.4. EGRESS:EGRESS: EGRESS DOOREGRESS DOOR: : AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. THE EGRESS DOOR SHALL BE SIDE-HINGED, & SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32" WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES.  THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 78" IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. CRC R311.2 LANDINGSLANDINGS:: THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36" MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%). CRC R311.3 THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7 3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. CRC R311.3.1. SEE "NOTESNOTES", STAIRS FOR ADDITIONAL INFORMATION. RAMPSRAMPS:: RAMPS SERVING THE EGRESS DOOR SHALL HAVE A SLOPE OF NOT MORE THAN 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL. ALL OTHER SLOPES SHALL HAVE A MINIMUM OF 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL. CRC R311.8.1. SEE CODE FOR EXCEPTIONS. PROVIDE A MINIMUM OF 3' x 3' LANDING AT TOP & BOTTOM OF RAMPS, WHERE DOORS OPEN ONTO RAMPS, AND WHERE RAMPS CHANGE DIRECTIONS. CRC R311.8. STAIRWAYSSTAIRWAYS:: STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5" WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. CRC R311.7 SEE "NOTESNOTES", STAIRS, HANDRAILS & GUARDS FOR ADDITIONAL INFORMATION. ENVIRONMENTAL QUALITY:ENVIRONMENTAL QUALITY: PROVIDE MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT & WELL BEING OF A BUILDING'S INSTALLERS, OCCUPANTS & NEIGHBORS. CGBSC 4.501.1. 1. FINISH MATERIAL POLLUTANT CONTROLFINISH MATERIAL POLLUTANT CONTROL::  FINISH MATERIALS SHALL COMPLY WITH CGBSC 4.504.2.1 ADHESIVES, SEALANTS & CAULKS. ADHESIVES, SEALANTS & CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: ADHESIVESADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, & 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 TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE & TRICHLOROETHYLENE). AEROSOL ADHESIVESAEROSOL ADHESIVES & SMALLER UNIT SIZES OF ADHESIVES, & SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND & DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS & OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507. 2. PAINTS & COATINGSPAINTS & COATINGS::   CGBSC 4.504.2.2  ARCHITECTURAL PAINTS & COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36, & 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, & THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. 3. AEROSOL PAINTS & COATINGSAEROSOL PAINTS & COATINGS::  CGBSC 4.504.2.3  AEROSOL PAINTS & COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(2) & OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS & OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(E )(1) & (F)(1) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; & 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 8, RULE 49. 4. VERIFICATIONVERIFICATION::   CGBSC 4.504.2.4 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: MANUFACTURER'S PRODUCT SPECIFICATION. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. EXHAUST DUCTS:EXHAUST DUCTS: EXHAUST DUCTS:EXHAUST DUCTS: TERMINATE OUTSIDE OF THE BUILDING W/ BACK-DRAFT DAMPERS. TERMINATE OUTSIDE OF THE BUILDING W/ BACK-DRAFT DAMPERS. ALL EXHAUST DUCTS SHALL TERMINATE AT LEAST 3' FROM PROPERTY LINE & 3' FROM OPENINGS INTO THE BUILDING. CMC 502.2.1. THE TERMINATION OF THE DUCT SHALL BE PROTECTED WITH CORROSION-RESISTANT SCREEN, LOUVERS OR GRILLS WITH AN OPENING SIZE NOT LESS THAT 1/4" & A MAXIMUM OPENING SIZE OF 1/2", & SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS. CRC R303.6. GLAZING:GLAZING: HABITABLE ROOMSHABITABLE ROOMS:: EXTERIOR GLAZED OPENINGS FOR NATURAL LIGHTING SHALL BE A MINIMUM OF 8% OF THE ROOM FLOOR AREA. ARTIFICIAL LIGHTING MAY BE USED IN LIEU OF NATURAL LIGHTING. OPENABLE VENTILATION AREA SHALL BE 4% OR MORE OF THE ROOM FLOOR AREA. CRC R303.1 NEXT TO DOORSNEXT TO DOORS: : GLAZING WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE, SAFETY GLASS IS REQUIRED WHEN WITHIN A 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. SAFETY GLAZING IS REQUIRED WHERE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION & WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR. R308.4.2. EXCEPTIONSEXCEPTIONS: : 1.) DECORATIVE GLAZING. 2.) WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR & THE GLAZING. 3.) WHERE ACCESS TO THE DOOR IS TO A CLOSET OR STORAGE AREA 3' OR LESS IN DEPTH. 4.) GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. R308.4.2. SAFETY GLASS IS REQUIRED IF ALL OF THE FOLLOWING CONDITIONS ARE METSAFETY GLASS IS REQUIRED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:: EXPOSED AREA OF INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET; THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR; THE TOP EDGE IS MORE THAN 36" ABOVE THE FLOOR; A WALKING SURFACE IS WITHIN 36" FROM THE GLAZING MEASURED HORIZONTALLY IN A STRAIGHT LINE. CRC 308.4.3 SAFETY GLASSSAFETY GLASS IS REQUIRED INDOORS & OUTDOORS AT GLASS IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS & INDOOR OR OUTDOOR POOLS WHERE THE BOTTOM EDGE OF THE GLASS IS WITHIN 60" MEASURED VERTICALLY ABOVE A STANDING OR WALKING SURFACE. CRC 308.4.5. ADJACENT TO BOTTOM OF STAIR LANDINGADJACENT TO BOTTOM OF STAIR LANDING:: AT THE BOTTOM OF THE STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING & WITHIN a 60" ARC LESS THAN 180 DEGREES FR0M THE BOTTOM TREAD NOSING SHALL BE SAFETY GLASS. CRC R308.4.7. SEE FIGURE R308.4.7 IN THE CRC. GREEN PLANNING & DESIGN:GREEN PLANNING & DESIGN: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION & RETAIN SOIL RUNOFF ON THE SITE: RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON SITE. CGBSC 4.106.2.1. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTING POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. CGBSC 4.106.2.2. COMPLIANCE WITH A LAWFUL ENACTED STORM WATER MANAGEMENT ORDINANCE. CGBSC 4.106.2.3. METHODS TO MANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION & DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS & OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS & AID IN GROUNDWATER RECHARGE. CGBSC 4.106.3. HEATING & COOLING:HEATING & COOLING: HVAC SYSTEMS INSTALLERSHVAC SYSTEMS INSTALLERS:: MUST BE TRAINED & CERTIFIEDCERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS. CGBSC 702.1. DURING ROUGH INSTALLATIONDURING ROUGH INSTALLATION OR STORAGE ON SITE & UNTIL FINAL STARTUP OF THE HEATING & COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS. CGBSC 4.504.1. HEATINGHEATING: :  DWELLING UNITS SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68°F AT A POINT 3' ABOVE THE FLOOR & 2' FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. PORTABLE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE WITH THIS SECTION. CRC 303.9. FORCED AIR UNITFORCED AIR UNIT:: ATTACHMENTATTACHMENT: : INSTALL PER HVAC CONNECTION DETAIL. ATTIC OR UNDERFLOOR ACCESSATTIC OR UNDERFLOOR ACCESS: :  PROVIDE AN OPENING NOT LESS THAN AS LARGE AS THE LARGEST COMPONENT AND NOT LESS THAN 22' x 30" CPC 508.4. ATTIC OR UNDERFLOOR PASSAGEWAYATTIC OR UNDERFLOOR PASSAGEWAY: :  WHERE THE HEIGHT OF THE PASSAGEWAY IS LESS THAN 6', THE DISTANCE FROM THE ACCESS TO THE APPLIANCE SHALL NOT EXCEED 20' MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY. PROVIDE UNOBSTRUCTED, SOLID FLOOR NOT LESS THAN 24" WIDE.  PROVIDE MINIMUM 30”x30” WORKING SURFACE IN FRONT OF THE SERVICE SIDE OF F.A.U. CMC 304.4.  CPC 508.4. CONDENSATION DRAIN PANCONDENSATION DRAIN PAN:: PROVIDE A WATERTIGHT CORROSION-RESISTANT PAN BENEATH THE F.A.U. WITH NOT LESS THAN A 3/4" DIAMETER DRAIN TO AN APPROVED LOCATION. CPC 507.4. DRAIN PANDRAIN PAN::  FOR PROPANE F.A.U.’S PROVIDE DRAIN PAN TO PROVIDE FOR REMOVAL OF UNBURNED GAS. CMC 303.7.1 SERVICE DISCONNECTSERVICE DISCONNECT:: & PROVIDE 220v ELECT. DISCONNECT &110v PROTECTED SERVICE RECEPTACLE WITHIN 25'. HVAC CONDENSING UNITHVAC CONDENSING UNIT:  :  CONCRETE PADCONCRETE PAD OR APPROVED BASE EXTENDING 3" OR MORE ABOVE GROUND LEVEL. CPC 507.4 SERVICE DISCONNECTSERVICE DISCONNECT:: PROVIDE 220v ELECT. DISCONNECT WITHIN 25' W/ 30"x30" CLEAR WORKSPACE & 110v WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. CEC 210.63 DRYER VENT CLEARANCEDRYER VENT CLEARANCE:: MAINTAIN A 5' CLEARANCE FROM HVAC CONDENSING UNIT. CEnC 150.0(H)3A IRRIGATION SYSTEMS:IRRIGATION SYSTEMS: OUTDOOR IRRIGATION SYSTEMS ARE NOT A PART OF THIS PLAN. PROVIDE CONDUIT FOR ANY FUTURE CONNECTION TO AN OUTDOOR IRRIGATION SYSTEM. KITCHEN & DINING:KITCHEN & DINING: ISLAND SINKSISLAND SINKS::  SPECIAL VENTING IS REQUIRED.  SEE CPC, SECTION 909. KITCHEN FAUCETSKITCHEN FAUCETS::  FLOW RESTRICTED TO 1.8 GPM @ 60 PSI. TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT SHALL DEFAULT TO 1.8 GPM. CGBSC 4.303.1.4.4. REFRIGERATOR SPACEREFRIGERATOR SPACE: :   PROVIDE WATER HOOKUP. EXHAUST DUCTSEXHAUST DUCTS:: RANGE VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS VENTED TO OUTSIDE OF THE BUILDING. CMC 504.1 FLOOR COVERINGFLOOR COVERING:: SEE "NOTES", FLOOR COVERING FOR ADDITIONAL INFORMATION. LANDINGS:LANDINGS: LANDINGSLANDINGS:: THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36" MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%). CRC R311.3 THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7 3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. CRC R311.3.1. SEE "NOTESNOTES", STAIRS AND "NOTESNOTES", EGRESS FOR ADDITIONAL INFORMATION. HANDRAILSHANDRAILS: :  PROVIDE HANDRAILS ON AT LEAST (1) SIDE OF STEPS WITH (4) OR MORE RISERS. CRC R311.7.8. SEE "NOTES", STAIRS, LANDINGS & GUARDS FOR ADDITIONAL INFORMATION. GUARDSGUARDS::  GUARDS ARE REQUIRED FOR WALKING SURFACES LOCATED MORE THAN 30" ABOVE ADJACENT GRADE. CRC R312.1.1. SEE "NOTES", STAIRS, LANDINGS & GUARDS FOR ADDITIONAL INFORMATION. LAUNDRY ROOM:LAUNDRY ROOM: CLOTHES WASHING MACHINECLOTHES WASHING MACHINE:: SHUTOFF VALVES OF HOT & COLD WATER SUPPLY LINES SHALL BE READILY ACCESSIBLE. CPC 606.6. DRYER EXHAUSTDRYER EXHAUST: : PROVIDE 4" MIN. EXHAUST DUCT TO OUTSIDE AIR WITH BACK-DRAFT DAMPER. MAXIMUM LENGTH FOR THE DRYER EXHAUST DUCT IS 14' W/ 2 ELBOWS. A LENGTH OF 2' SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO. CMC 504.4.2.1. EXHAUST DUCTS SHALL BE MADE OF RIGID METAL WITH A SMOOTH INTERIOR SURFACE. THE INSIDE DIAMETER SHALL NOT BE LESS THAT 4" & NOT LESS THAN 0.016" IN THICKNESS. CMC 504.4. DRYER VENT TO TERMINATE 36" MIN. FROM ANY WINDOW OPENING. TERMINATE NOT LESS THAT 3' FROM PROPERTY LINE OR BUILDING OPENINGS. PROVIDE 100 SQ INCHES OF VENT @ LAUNDRY ROOM DOOR OR OTHER APPROVED MEANS FOR MAKEUP AIR. CMC 504.4.1. EXHAUST DUCTS:EXHAUST DUCTS: TERMINATE OUTSIDE OF THE BUILDING W/ BACK-DRAFT DAMPERS. TERMINATE OUTSIDE OF THE BUILDING W/ BACK-DRAFT DAMPERS. ALL EXHAUST DUCTS SHALL TERMINATE AT LEAST 3' FROM PROPERTY LINE & 3' FROM OPENINGS INTO THE BUILDING. CMC 502.2.1. THE TERMINATION OF THE DUCT SHALL BE PROTECTED WITH CORROSION-RESISTANT SCREEN, LOUVERS OR GRILLS WITH AN OPENING SIZE NOT LESS THAT 1/4" & A MAXIMUM OPENING SIZE OF 1/2", & SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS. CRC R303.6. FLOOR COVERINGFLOOR COVERING:: SEE "NOTES", FLOOR COVERING FOR ADDITIONAL INFORMATION. WHOLE BUILDING VENTILATIONWHOLE BUILDING VENTILATION:: SEE "NOTES", WHOLE BUILDING VENTILATION FOR ADDITIONAL INFORMATION. LEGAL REQUIREMENTS:LEGAL REQUIREMENTS: PERMIT ON SITEPERMIT ON SITE::  A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE WORK IS COMPLETED AND A FINAL INSPECTION HAS BEEN MADE. CRC R105.7 LOWEST FLOOR ELEVATIONLOWEST FLOOR ELEVATION: :  IN FLOOD HAZARD AREAS, AN ELEVATION CERTIFICATE IS REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE PROCEEDING WITH CONSTRUCTION ABOVE. SEE "NOTESNOTES", FLOOD ZONE FOR ADDITIONAL INFORMATION. LIGHT & VENTILATION:LIGHT & VENTILATION: LIGHT & VENTILATIONLIGHT & VENTILATION:: ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. CRC R303.1. ADJOINING ROOMSADJOINING ROOMS::   FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST 50% OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN 1/10 OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. CRC R303.2. LOCATION ON LOT:LOCATION ON LOT: CONSTRUCTION, PROJECTIONS, OPENINGS & PENETRATIONS OF EXTERIOR WALLS OF DWELLINGS & ACCESSORY BUILDINGS SHALL COMPLY WITH CRC TABLE R302.1(1); OR DWELLINGS & ACCESSORY BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM SHALL COMPLY WITH CRC TABLE 302.1(2). SEE CODE FOR EXCEPTIONS. TABLE R302.1(1) - SEE CALIFORNIA RESIDENTIAL CODETABLE R302.1(1) - SEE CALIFORNIA RESIDENTIAL CODE EXTERIOR WALLS EXTERIOR WALL ELEMENT MINIMUM FIRE-RESISTANCE RATING MINIMUM FIRE SEPARATION DISTANCE WALLS FIRE-RESISTANCE RATED 1 HOUR TESTED IN ACCORDANCE W/ ASTM E119, UL 263 OR SECTION 703.3 OF THE CA. BUILDING CODE WITH EXPOSURE FROM BOTH SIDES 0 FEET NOT FIRE-RESISTANCE RATED 0 HOURS ≥ 5 FEET PROJECTIONS NOT ALLOWED NA < 2 FEET FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE, OR HEAVY TIMBER, OR FIRE-RETARDANT- TREATED WOOD (A) (B) ≥ 2 FEET TO < 5 FEET NOT FIRE-RESISTANCE RATED 0 HOURS ≥ 5 FEET OPENINGS IN WALLS NOT ALLOWED N/A < 3 FEET 25% MAX OF WALL AREA 0 HOURS 3 FEET UNLIMITED 0 HOURS 5 FEET PENETRATIONS ALL COMPLY W/ SECTION R302.4 < 3 FEET NONE REQUIRED 3 FEET A.THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE OVERHANG IF FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. B.THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE RAKE OVERHANG WHERE GABLE VENT OPENINGS ARE NOT INSTALLED. TABLE R302.1(2)TABLE R302.1(2) EXTERIOR WALLS - DWELLINGS AND ACCESSORY BUILDINGS WITH AUTOMATIC RESIDENTIAL FIRE SPRINKLER PROTECTION EXTERIOR WALL ELEMENT MINIMUM FIRE-RESISTANCE RATING MINIMUM FIRE SEPARATION DISTANCE WALLS FIRE-RESISTANCE RATED 1 HOUR-TESTED IN ACCORDANCE WITH ASTM E119, UL 263 OR SECTION 703.3 OF THE CALIFORNIA BUILDING CODE W/ EXPOSURE FROM THE OUTSIDE 0 FEET NOT FIRE-RESISTANCE RATED 0 HOURS 3 FEET (A) PROJECTIONS NOT ALLOWED N/A < 2 FEET FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE, OR HEAVY TIMBER, OR FIRE- RETARDANT-TREATED WOOD (B) (C) 2 FEET (A) NOT FIRE-RESISTANCE RATED 0 HOURS 3 FEET OPENINGS IN WALLS NOT ALLOWED N/A < 3 FEET UNLIMITED 0 HOURS 3 FEET (A) PENETRATIONS ALL COMPLY WITH SECTION R302.4 < 3 FEET NONE REQUIRED 3 FEET (A) A) FOR RESIDENTIAL SUBDIVISIONS WHERE ALL DWELLINGS ARE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION R313, THE FIRE SEPARATION DISTANCE FOR EXTERIOR WALLS NOT FIRE-RESISTANCE RATED AND FOR FIRE-RESISTANCE-RATED PROJECTIONS SHALL BE PERMITTED TO BE REDUCED TO 0 FEET, AND UNLIMITED UNPROTECTED OPENINGS AND PENETRATIONS SHALL BE PERMITTED, WHERE THE ADJOINING LOT PROVIDES AN OPEN SETBACK YARD THAT IS 6 FEET OR MORE IN WIDTH ON THE OPPOSITE SIDE OF THE PROPERTY LINE. B) THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE OVERHANG IF FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. C) THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE RAKE OVERHANG WHERE GABLE VENT OPENINGS ARE NOT INSTALLED. OPERATION & MAINTENANCE MANUAL:OPERATION & MAINTENANCE MANUAL: OPERATION & MAINTENANCE MANUAL:   OPERATION & MAINTENANCE MANUAL:   AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING. SEE CGBSC 4.410.1. FOR REQUIREMENTS.SEE CGBSC 4.410.1. FOR REQUIREMENTS. GUARDS - OPENING LIMITATIONSGUARDS - OPENING LIMITATIONS: : REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A 4" SPHERE. EXCEPTIONSEXCEPTIONS:: 1.) THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD & BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE A 6" SPHERE. 2.) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A 4 3/8" SPHERE. CRC 312.1.3. UTILITIES:UTILITIES: ELECT. SERVICEELECT. SERVICE: CONFIRM LOCATION & SEE FLOOR PLAN FOR AMPERAGE.: CONFIRM LOCATION & SEE FLOOR PLAN FOR AMPERAGE. CENTER OF METER READOUT TO BE AT A HEIGHT OF 48" MINIMUM TO 75" MAXIMUM. PREFERRED HEIGHT IS 66". PG&E GREENBOOK 5.4.3. PG&E DOES NOT HAVE A MINIMUM ELECTRICAL SERVICE PANEL DISTANCE TO A BUILDING CORNER. PG&E GREENBOOK 5.4.3. PROVIDE CLEAR SPACE 36" MINIMUM HORIZONTALLY WHEREIN NO WATER SPIGOTS, LINES, GUTTERS OR OTHER ABOVE- GROUND WATER SOURCES. PG&E GREENBOOK 5.4.3. PROVIDE CLEAR & LEVEL WORKSPACE 30" WIDE BY 36" DEEP WITH A CLEAR HEIGHT OF 75". PG&E GREENBOOK 5.4.4. GAS SERVICEGAS SERVICE: CONFIRM METER LOCATION.CONFIRM METER LOCATION. PG&E GREENBOOK 2.4.2.C PROVIDE A CLEAR SPACE 36" MINIMUM HORIZONTALLY FROM THE CENTER OF THE GAS RISER & 10' VERTICALLY ABOVE THE CENTER OF THE METER WHEREIN NO ELECTRICAL DEVICES OR EQUIPMENT, INCLUDING WIRES, CABLES, METERING ENCLOSURES, TELECOMMUNICATION ENCLOSURES, BOND WIRES, CLAMPS, GROUND RODS, WATER SPIGOTS, LINES, GUTTER SYSTEMS, OTHER ABOVE-GROUND SOURCES OR WINDOWS CAN BE LOCATED. PROVIDE A CLEAR & LEVEL WORKSPACE 48" WIDE BY 36" DEEP WITH A CLEAR HEIGHT OF 78". PG&E GREENBOOK 2.4.2.C WALLS:WALLS: STONE VENEER OVER WOOD STUDS @ 16" c/c:STONE VENEER OVER WOOD STUDS @ 16" c/c: ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING W/ ASTM D 226 FOR TYPE 1 FELT, TO PROVIDE CONTINUOUS WATER- RESISTIVE BARRIER. ATTACH 2"x2" 0.0625 INCH ZINC-COATED OR NON-METALLIC COATED WIRE MESH ATTACHED W/ 2" CORROSION-RESISTANT STEEL WIRE FURRING NAILS AT 4" c/c PROVIDING A MIN. OF 1.125" PENETRATION INTO EACH STUD & W/ 8d ANNULAR THREADED NAILS AT 8" c/c INTO TOP & BOTTOM PLATES OR W/ EQ. WIRE TIES. THERE SHALL BE NOT LESS THAN 0.1055" ZINC-COATED OR NONMETALLIC COATED WIRE, OR APPROVED EQUAL, ATTACHED TO THE STUD W/ A MIN. OF AN 8d ANNULAR THREADED NAIL FOR EVERY 2 SQUARE FEET OF STONE VENEER. THIS TIE SHALL BE A LOOP HAVING LEGS NOT LESS THAN 15" IN LENGTH, SO BENT THAT IT WILL LIE IN THE STONE VENEER MORTAR JOINT. THE LAST 2" OF EACH WIRE LEG SHALL HAVE A RIGHT-ANGLE BEND. 1" MIN. THICKNESS OF CEMENT GROUT SHALL BE PLACED BETWEEN THE BACKING & THE STONE VENEER. ANCHORED STONE VENEER TO BE A MAXIMUM OF 40 PSF & MAXIMUM 4" IN THICKNESS. CRC TABLE R703.8(2) STUCCO SIDING:STUCCO SIDING: WHEN THREE COAT STUCCO IS APPLIED OVER PLYWOOD SHEATHING, 2 LAYERS OF GRADE D PAPER WHEN APPLIED OVER THE SHEATHING. CRC 703.6. STUCCO WEEP SCREEDSSTUCCO WEEP SCREEDS: : INSTALL 26 GAUGE MINIMUM WEEP SCREEDS 2" ABOVE PAVED AREAS & 4" ABOVE SOIL. CRC R703.7.2.1. MASONRY STONE VENEER:MASONRY STONE VENEER: PROVIDE FLASHING BENEATH THE FIRST COURSE & PROVIDE WEEP HOLES IMMEDIATELY ABOVE THE FLASHING. CRC R703.8.5 & R703.8.6. WATER HEATERS:WATER HEATERS: WATER HEATERSWATER HEATERS:  PROVIDE THE FOLLOWING: :  PROVIDE THE FOLLOWING: DEDICATED 125-VOLT, 20 AMP RECEPTACLE CONNECTED W/ A 120/240 VOLT 3-CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT UNOBSTRUCTED & WITHIN 3', WHERE: BOTH ENDS OF THE UNUSED CONDUCTOR SHALL BE LABELED W/ THE WORD "SPARE" & BE ELECTRICALLY ISOLATED; A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE CIRCUIT BREAKER FOR THE BRANCH CIRCUIT AS NOTED ABOVE & LABELED WITH THE WORDS "FUTURE 240v USE" CEnC150.0.N.1.A. CATEGORY III or IV VENT, OR TYPE B VENT W/ STRAIGHT PIPE BETWEEN OUTSIDE TERMINATION & WHERE WATER HEATER IS INSTALLED. CEnC150.0.N.1.B. CONDENSATE DRAINCONDENSATE DRAIN NO MORE THAN 2" HIGHER THAN THE BASE OF THE WATER HEATER THAT ALLOWS NATURAL DRAINAGE WITHOUT PUMP ASSISTANCE. CEnC150.0.N.1.C. GAS SUPPLY LINEGAS SUPPLY LINE W/ A CAPACITY OF AT LEAST 200,000 BTU/HR. CEnC150.0.N.1.D. SOLAR WATER HEATING SYSTEMS & COLLECTORS SHALL BE CERTIFIED & RATED BY THE SOLAR RATING & CERTIFICATION CORPORATION. CEnC150.0.N.3. INSTANTANEOUS WATER HEATERS WITH AN INPUT RATING GREATER THAN 6.8KBTU/HR SHALL MEET THE REQUIREMENTS OF CEnC 110.3.C.7. CEnC 150.0.N.4. A WATER HEATER SUPPORTED BY THE GROUND SHALL REST ON A LEVEL CONCRETE OR OTHER APPROVED BASE NOT LESS THAN 3" ABOVE THE ADJOINING GROUND LEVEL. CPC 507.4. DRAINAGE PANDRAINAGE PAN:: WHERE A WATER IS LOCATED IN AN ATTIC OR RAISED FLOOR WHERE DAMAGE RESULTS FROM A LEAKING WATER HEATER, A WATERTIGHT PAN OF CORROSION-RESISTANT MATERIAL SHALL BE INSTALLED BENEATH THE WATER HEATER WITH NOT LESS THAT 3/4" DIAMETER DRAIN TO AN APPROVED LOCATION. SUCH PAN SHALL BE NOT LESS THAN 1 1/2" IN DEPTH. CPC 507.5. WATER HEATERS LOCATED IN A GARAGE & IN ADJACENT SPACES THAT OPEN TO THE GARAGE SHALL BE INSTALLED SO THAT THE BURNERS & BURNER-IGNITION DEVICES ARE LOCATED NOT LESS THAN 18" ABOVE THE FLOOR UNLESS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. CPC 507.13. CMC 308.0. WATER HEATERS LOCATED IN A GARAGE: WHEN REQUIRED BY LOCAL BUILDING OFFICIALS, PROVIDE WATER HEATER PROTECTION WITH (2) 48" BY 4" STEEL PIPE (ANSI SCHEDULE 40) IMBEDDED 12" INTO CONCRETE 12" DIA. BY18" DEEP CONCRETE & FILL PIPE WITH CONCRETE. CPC 507.13.1. PROVIDE SEISMIC BRACINGPROVIDE SEISMIC BRACING FOR WATER HEATER WITHIN THE UPPER 1/3 & LOWER 1/3.  STRAP SHALL BE A MIN. OF 4" ABOVE CONTROLS. CPC 507.2. PROVIDE A THIRD STRAP WHEN WATER HEATER EXCEEDS 52 GALLONS & THE ENDS OF ALL STRAPS MUST BE SECURED WITH A MINIMUM 1/4" x 3" LAG BOLT WITH WASHERS. WATER HEATERS IN CONFINED SPACESWATER HEATERS IN CONFINED SPACES:: PROVIDE 50 SQUARE INCHES OF SCREENED VENT 12" FROM TOP & WITHIN 12" OF BOTTOM. CMC 701.6 PIPE INSULATIONPIPE INSULATION: :  ALL DOMESTIC HOT WATER CONDITIONS LISTED BELOW, WHETHER BURIED OR UNBURIED, & THE INSULATION THICKNESS SHALL BE SELECTED BASED ON THE CONDUCTIVITY RANGE IN CPC TABLE 120.3-A: THE FIRST 5’ OF HOT & COLD WATER LINES FROM THE STORAGE TANK. CEnC 150.J.2. ALL LINES 3/4" IN DIAMETER OR LARGER BUT LESS THAN 1 INCH. CEnC 150.J.2. ALL RECIRCULATION PIPING ASSOCIATED WITH A HOT WATER RECIRCULATING SYSTEM. CEnC 150.J.2. PIPING FROM THE HEATING SOURCE TO THE STORAGE TANK OR BETWEEN TANKS. CEnC 150.J.2. PIPING BURIED BELOW GRADE. CEnC 150.J.2. ALL HOT WATER PIPES LESS THAN 3/4" DIAMETER FROM THE HEATING SOURCE TO THE KITCHEN FIXTURES. CEnC 150.J.2. BURIED HOT WATER PIPESBURIED HOT WATER PIPES:: IN ADDITION TO INSULATION REQUIREMENTS, ALL DOMESTIC HOT WATER PIPES MUST BE INSTALLED IN A WATER PROOF & NON-CRUSHABLE CASING OR SLEEVE. CEnC 150.J.2. PRESSURE & TEMPERATURE RELIEF VALVEPRESSURE & TEMPERATURE RELIEF VALVE TO OUTSIDE W/ UNTHREADED PIPE FACING DOWNWARD BETWEEN 6" TO 24" ABOVE GROUND POINTING DOWNWARD. CPC 608.5. FIREWALL PENETRATIONFIREWALL PENETRATION:: PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A POSITIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCH OF WATER (3PA) & SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE- RESISTANCE RATING OF THE WALL OR FLOOR-CEILING ASSEMBLY PENETRATED. CRC R302.4.1.2. WHOLE BUILDING VENTILATION:WHOLE BUILDING VENTILATION: WHOLE BUILDING VENTILATIONWHOLE BUILDING VENTILATION: A : A BATHROOM OR LAUNDRY EXHAUST FAN, AS THE QUALIFYING WHOLE-BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING: SEE BUILDING ENERGY ANALYSIS REPORT MINIMUM REQUIREMENT RECAP FOR MINIMUM CFM RATING. BE RATED A MAXIMUM OF 1.0 SONE. THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE-BUILDING VENTILATION & FAN SHOULD OPERATE WHENEVER THE HOME IS OCCUPIED. WHOLE HOUSE FAN:WHOLE HOUSE FAN: THE WHOLE HOUSE FAN SHALL HAVE INSULATED LOUVERS OR A COVER WHICH CLOSES WHEN THE FAN IS OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2. WILD-LAND URBAN INTERFACE (W.U.I.):WILD-LAND URBAN INTERFACE (W.U.I.): DWELLINGS LOCATED WITHIN A STATE RESPONSIBILITY AREA SHALL COMPLY WITH THE FOLLOWING: DECKING SURFACESDECKING SURFACES: : THE WALKING SURFACES OF DECKS, PORCHES, BALCONIES & STAIRS IS WITHIN 10' OF THE BUILDING, SHALL BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS: CRC 337.9. IGNITION-RESISTANT MATERIAL THAT COMPLIES WITH SFM STANDARDS 12-7A-4 & 12-7A-5. EXTERIOR FIRE RETARDANT TREATED WOOD. NONCOMBUSTIBLE MATERIAL. ANY MATERIAL THAT COMPLIES WITH SFM STANDARD 12-7A-4A WHEN ATTACHED EXTERIOR WALL COVERING IS ALSO EITHER NONCOMBUSTIBLE OR IGNITION-RESISTANT MATERIAL. EAVES & SOFFITSEAVES & SOFFITS:: VENTS MUST BE WILDLAND FLAME & EMBER RESISTANT (WUI) VENTS APPROVED & LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS LISTED TO ASTM E2886.  CRC R337.6.3.  CBC 706A.3. EXCEPTIONSEXCEPTIONS: VENTS SHALL BE PERMITTED TO BE INSTALLED ON THE UNDERSIDE OF EAVES & CORNICES IN ACCORDANCE WITH ALLALL OF THE FOLLOWING: THE ATTIC SPACE BEING VENTED IS FULLY PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.1.1  (NFPA13) OF THE CBC AND:AND: THE EXTERIOR WALL COVERING & EXPOSED UNDERSIDE OF THE EAVE ARE OF NON-COMBUSTIBLE MATERIAL, OR IGNITION-RESISTANT MATERIALS AS DETERMINED IN ACCORDANCE WITH SFM STANDARD 12-7A-5 IGNITION-RESISTANT MATERIAL IN THE REQUIREMENTS OF SECTION r337.4.3, & THE VENT IS LOCATED MORE  THAN 12 FEET FROM THE GROUND OR WALKING SURFACE OF A DECK, PORCH, PATIO OR SIMILAR SURFACE. EXTERIOR DOORSEXTERIOR DOORS:: MUST BE FIRE RESISTANT. DOOR EXTERIOR SURFACE MUST BE NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL OR BE SOLID CORE WOOD 1 3/8" THICK OR HAVE A FIRE-RESISTIVE RATING OF NOT LESS THAN 20 MINUTES. CRC R337.8. EXTERIOR GLAZING/WINDOWSEXTERIOR GLAZING/WINDOWS: EXTERIOR GLAZING MUST BE DUAL PANE & HAVE AT LEAST (1) PANE OF TEMPERED GLASS, EITHER INSIDE OR OUTSIDE. CRC R337.8. EXTERIOR WALLSEXTERIOR WALLS:: WALL COVERINGS TO BE NON-COMBUSTIBLE OR IGNITION RESISTANT. CRC R337.7. SIDING CAN BE SAWN LUMBER OR GLUE LAMINATED LUMBER WITH THE SMALLEST MINIMUM NOMINAL DIMENSION OF 4", PLANKS SPLINED, TONGUE & GROOVE, OR SET CLOSE TOGETHER & WELL SPIKED. CBC 707A.3.3. FOUNDATION VENTSFOUNDATION VENTS:: VENTS MUST BE WILDLAND FLAME & EMBER RESISTANT (WUI) VENTS APPROVED & LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS LISTED TO ASTM E2886.  CRC R337.6.3.  CBC 706A.3. GARAGE DOOR PERIMETER GAPGARAGE DOOR PERIMETER GAP:: DOORS SHALL RESIST THE INTRUSION OF EMBERS FROM ENTERING BY PREVENTING GAPS BETWEEN DOORS & DOOR OPENINGS, ALL SIDES, TOP & BOTTOM, FROM EXCEEDING 1/8" WITH ONE OF THE FOLLOWING METHODS: APPROVED WEATHER-STRIPPING PRODUCTS. DOOR OVERLAPS ONTO JAMBS & HEADERS. GARAGE DOOR JAMBS & HEADERS COVERED WITH METAL FLASHING. CBC 708A.4. OPERABLE SKYLIGHTSOPERABLE SKYLIGHTS:: SHALL BE PROTECTED BY A NON-COMBUSTIBLE MESH SCREEN WHERE THE DIMENSIONS OF THE OPENINGS SHALL NOT EXCEED 1/8". CRC 337.8.2.2. PORCH CEILINGSPORCH CEILINGS:: MUST BE IGNITION-RESISTANT OR NON-COMBUSTIBLE. CRC R337.7.6. ROOF GUTTERSROOF GUTTERS:: SHALL BE PROVIDED W/ MEANS TO PREVENT THE ACCUMULATION OF LEAVES & DEBRIS IN GUTTERS. CRC R337.5.4. NOTENOTE:: TOWN OF PARADISE REQUIRES GUTTERS & LEAF GUARD TO BE NON-COMBUSTIBLE. MUNI CODE 15.03.080. VENTSVENTS:: THE REQUIREMENTS OF CBC 706.A.2.1 SHALL APPLY TO GABLE ENDS, RIDGE ENDS, CRAWL SPACES, FOUNDATIONS & ALL OTHER VENTS MOUNTED ON A VERTICAL WALL. VENTS MUST BE WILDLAND FLAME & EMBER RESISTANT (WUI) VENTS APPROVED & LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS LISTED TO ASTM E2886.  CRC R337.6.3.  CBC 706A.3. WINDOWS & DOORS:WINDOWS & DOORS: SAFETY GLAZINGSAFETY GLAZING: : HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWING: GLAZING IN DOORSGLAZING IN DOORS:: IN ALL FIXED & OPERABLE PANELS OF SWINGING, SLIDING & BI-FOLD DOORS. EXCEPTIONSEXCEPTIONS:: 1) OPENING IN WHICH A 3" DIAMETER SPHERE IS UNABLE TO PASS. 2) IN DECORATIVE GLAZING. CRC R308.4.1. NEXT TO DOORSNEXT TO DOORS: : GLAZING WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE, SAFETY GLASS IS REQUIRED WHEN WITHIN A 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. SAFETY GLAZING IS REQUIRED WHERE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION & WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR. R308.4.2. EXCEPTIONS:EXCEPTIONS: 1.) DECORATIVE GLAZING. 2.) WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR & THE GLAZING. 3.) WHERE ACCESS TO THE DOOR IS TO A CLOSET OR STORAGE AREA 3' OR LESS IN DEPTH. 4.) GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. R308.4.2. GLAZING IN WINDOWSGLAZING IN WINDOWS: : CRC R308.4.3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THETHAT MEETS ALL OF THE FOLLOWINGFOLLOWING CONDITIONS SHALL BE CONSIDERED HAZARDOUS LOCATIONS: 1)THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQFT. 2) THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR. 3.) THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR: AND 4) ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY & IN A STRAIGHT LINE OF THE GLAZING. EXCEPTIONSEXCEPTIONS: : 1) DECORATIVE GLAZING. 2) WHEN A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34" TO 38" ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS & BE A MINIMUM OF 1 1/2" IN CROSS SECTIONAL HEIGHT. GLAZING IN GUARDS & RAILSGLAZING IN GUARDS & RAILS: CRC R308.4.4. GLAZING IN GUARDS & RAILS SHALL BE CONSIDERED HAZARDOUS. : CRC R308.4.4. GLAZING IN GUARDS & RAILS SHALL BE CONSIDERED HAZARDOUS. GLAZING & WET SURFACESGLAZING & WET SURFACES:: CRC R308.4.5. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS & INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A STANDING OR WALKING SURFACE SHALL BE CONSIDERED HAZARDOUS. THIS SHALL APPLY TO SINGLE GLAZING & ALL PANES IN MULTIPLE GLAZING. EXCEPTIONEXCEPTION:: GLAZING THAT IS MORE THAN 60" MEASURED HORIZONTALLY & IN A STRAIGHT LINE FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL. GLAZING ADJACENT STAIRS & RAMPSGLAZING ADJACENT STAIRS & RAMPS:: CRC R308.4.6. GLAZING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS & RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONEXCEPTION:: 1) WHEN A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34" TO 38" ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS & BE A MINIMUM OF 1 1/2" IN CROSS SECTIONAL HEIGHT. 2) GLAZING 36" OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. GLAZING ADJACENT TO THE BOTTOM OF STAIR LANDINGGLAZING ADJACENT TO THE BOTTOM OF STAIR LANDING:: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING & WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONEXCEPTION:: THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH CRC R312 & THE PLANE OF THE GLASS IS MORE THAN 18" FROM THE GUARD. GLAZING MORE THAN 72" ABOVE FINISHED GRADEGLAZING MORE THAN 72" ABOVE FINISHED GRADE: : WINDOWS HAVING OPENINGS LOCATED WITHIN 24" OF THE FINISHED FLOOR TO BE PROVIDED WITH WINDOW FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY WITH ASTM F 2090. CRC R312.2.1 ALL HABITABLE ROOMSALL HABITABLE ROOMS:: SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. CRC R303.1.  LAST UPDATED: 8/10/2022LAST UPDATED: 8/10/2022 LIVABLELIVABLE:: 1550 SqFt TOTAL1550 SqFt TOTAL GARAGEGARAGE:: 618 SqFt TOTAL 618 SqFt TOTAL COVEREDCOVERED PATIOPATIO:: 150 SqFt FRONT 150 SqFt FRONT 285 285 SqFt side SqFt side 435 SqFt TOTAL 435 SqFt TOTAL © COPYRIGHT 2022 SSHHEEEETT SHOWN 9/15/2022 SSCCAALLEE:: DDAATTEE::KAYLA LUIKAYLA LUI1451 CLARK ROAD, OROVILLE, CALIFORNIA 95965ASSESSORS PARCEL NUMBER 041 - 150 - 052AA TTWWOO BBEEDDRROOOOMM RREESSIIDDEENNCCEE ffoorr::OAK RIDGE CONSTRUCTIONSUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland@SummitChico.com ARCH D (24" x 36") THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: AlphaMax47@GMail.com WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. LYNN SMITH - DRAFTING 199 SYCAMORE VALLEY ROAD, CHICO, CA 95973 (530) 891-0585 WORK EMAIL ADDRESS: LynnSmith32@ATT.net 2022SHAWN MACNEILL & RYAN BECHHOLD OAKRIDGE CABINETS PHONE: (530) 864-7306 SHAWN (530) 624-1453 RYAN EMAIL ADDRESS: Shawn@OakRidgeCabinets.com RBechhold@OakRidgeCabinets.com C:/Users/Lynn/Documents/Chief X14 Plans/Oak Ridge - Kayla Lui/Lui Residence.layout OWNER: KAYLA LUI PHONE: (530) 680-6559 EMAIL ADDRESS: KaylaLui@LookAheadVet.com NOTES INCLUDING...... CAL GREEN NOTES W.U.I. NOTES 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE - RESIDENTIAL MANDATORY MEASURES2019 CALIFORNIA GREEN BUILDING STANDARDS CODE - RESIDENTIAL MANDATORY MEASURES (JULY 2021, INCLUDES 2021 SUPPLEMENT, INCLUDES AUGUST 2019 SUPPLEMENT) 4.106.4.2.4 MULTIPLE EV SPACES REQUIRED.4.106.4.2.4 MULTIPLE EV SPACES REQUIRED. CONSTRUCTION DOCUMENTS SHALL INDICATE THE RACEWAY TERMINATION POINT AND PROPOSED LOCATION OF FUTURE EV SPACES AND EV CHARGERS. CONSTRUCTION DOCUMENTS SHALL ALSO PROVIDE INFORMATION ON AMPERAGE OF FUTURE EVSE, RACEWAY METHOD(S), WIRING SCHEMATICS AND ELECTRICAL LOAD CALCULATIONS TO VERIFY THAT THE ELECTRICAL PANEL SERVICE CAPACITY AND ELECTRICAL SYSTEM, INCLUDING ANY ON-SITE DISTRIBUTION TRANSFORMER(S), HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL EVS AT ALL REQUIRED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MINIMUM BRANCH CIRCUIT. REQUIRED RACEWAYS AND RELATED COMPONENTS THAT ARE PLANNED TO BE INSTALLED UNDERGROUND, ENCLOSED, INACCESSIBLE OR IN CONCEALED AREAS AND SPACES SHALL BE INSTALLED AT THE TIME OF ORIGINAL CONSTRUCTION. EXEMPTION:EXEMPTION: A RACEWAY IS NOT REQUIRED IF A MINIMUM 40-AMPERE 208/240-VOLT DEDICATED EV BRANCH CIRCUIT IS INSTALLED IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER, AT THE TIME OF ORIGINAL CONSTRUCTION IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. 4.106.4.2.5 IDENTIFICATION.4.106.4.2.5 IDENTIFICATION. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING PURPOSES AS "EV CAPABLE" IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. 4.106.4.3 NEW HOTELS AND MOTELS.4.106.4.3 NEW HOTELS AND MOTELS. ALL NEWLY CONSTRUCTED HOTELS AND MOTELS SHALL PROVIDE EV SPACES CAPABLE OF SUPPORTING FUTURE INSTALLATION OF EVSE. THE CONSTRUCTION DOCUMENTS SHALL IDENTIFY THE LOCATION OF THE EV SPACES. NOTES:NOTES: 1.CONSTRUCTION DOCUMENTS ARE INTENDED TO DEMONSTRATE THE PROJECT'S CAPABILITY AND CAPACITY OR FACILITATING FUTURE EV CHARGING. 2.THERE IS NO REQUIREMENT FOR EV SPACES TO BE CONSTRUCTED OR AVAILABLE UNTIL EV CHARGERS ARE INSTALLED FOR USE. 3.A PARKING SPACE SERVED BY ELECTRICAL VEHICLE SUPPLE EQUIPMENT OR DESIGNED AS A FUTURE EV CHARGING SPACE SHALL COUNT AS AT LEAST ONE STANDARD AUTOMOBILE PARKING SPACE FOR THE PURPOSE OF COMPLYING WITH ANY APPLICABLE MINIMUM PARKING SPACE REQUIREMENTS ESTABLISHED BY A LOCAL JURISDICTION. SEE VEHICLE CODE SECTION 22511.2 FOR FURTHER DETAILS. 4.4.106.4.3.1 NUMBER OF REQUIRED EV SPACES. 106.4.3.1 NUMBER OF REQUIRED EV SPACES. THE NUMBER OF REQUIRED EV SPACES SHALL BE BASED ON THE TOTAL NUMBER OF PARKING SPACES PROVIDED FOR ALL TYPES OF PARKING FACILITIES IN ACCORDANCE WITH TABLE 4.106.4.3.1. CALCULATIONS FOR THE REQUIRED NUMBER OF EV SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER. TABLE 4.106.4.3.1 TABLE 4.106.4.3.1 TOTAL NUMBER OF PARKING SPACESTOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED EV SPACES NUMBER OF REQUIRED EV SPACES 0-9 0 10-25 1 26-50 2 51-75 4 76-100 5 101-150 7 151-200 10 201 AND OVER 6 PERCENT OF TOTAL 4.106.4.3.2 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) DIMENSIONS.4.106.4.3.2 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) DIMENSIONS. THE EV SPACES SHALL BE DESIGNED TO COMPLY WITH THE FOLLOWING: 1. THE MINIMUM LENGTH OF EACH EV SPACE SHALL BE 18 FEET (5486MM). 2. THE MINIMUM WIDTH OF EACH EV SPACE SHALL BE 9 FEET (2743MM) 4.106.4.3.3 SINGLE EV SPACE REQUIRED.4.106.4.3.3 SINGLE EV SPACE REQUIRED. WHEN A SINGLE EV SPACE IS REQUIRED, THE EV SPACE SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 4.106.4.2.3. 4.106.4.3.4 MULTIPLE EV SPACES REQUIRED. 4.106.4.3.4 MULTIPLE EV SPACES REQUIRED. WHEN MULTIPLE EV SPACES ARE REQUIRED, THE EV SPACES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 4.106.4.2.4. 4.106.4.3.5 IDENTIFICATION.4.106.4.3.5 IDENTIFICATION. THE SERVICE PANELS OR SUB-PANELS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 4.106.4.2.5. 4.106.4.3.6 ACCESSIBLE EV SPACES.4.106.4.3.6 ACCESSIBLE EV SPACES. IN ADDITION TO THE REQUIREMENTS IN SECTION 4.106.4.3, EV SPACES FOR HOTELS/MOTELS AND ALL EVSE, WHEN INSTALLED, SHALL COMPLY WITH THE ACCESSIBILITY PROVISIONS FOR THE EV CHARGING STATIONS IN THE CALIFORNIA BUILDING CODE, CHAPTER 11B. DIVISION 4.2 ENERGY EFFICIENCYDIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL4.201 GENERAL 4.201.1 SCOPE.4.201.1 SCOPE. FOR THE PURPOSES OF MANDATORY ENERGY EFFICIENCY STANDARDS IN THIS CODE, THE CALIFORNIA ENERGY COMMISSION WILL CONTINUE TO ADOPT MANDATORY STANDARDS. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATIONDIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS.4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE SECTIONS 4.303.1.1, 4.303.1.2, 4.303.1.3, AND 4.303.4.4. NOTE: NOTE: ALL NONCOMPLIANT PLUMBING FIXTURES IN ANY RESIDENTIAL REAL PROPERTY SHALL BE REPLACED WITH WATER-CONSERVING PLUMBING FIXTURES. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY, OR FINAL PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT. SEE CIVIL CODE SECTION 1101.1, ET SEQ., FOR THE DEFINITION OF A NONCOMPLIANT PLUMBING FIXTURE, TYPES OF RESIDENTIAL BUILDINGS AFFECTED AND OTHER IMPORTANT ENACTMENT DATES. 4.303.1.1 WATER CLOSETS.4.303.1.1 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 WATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS. NOTENOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. 4.303.1.2 URINALS.4.303.1.2 URINALS. THE EFFECTIVE FLUSH VOLUME OF WALL MOUNTED URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH. THE EFFECTIVE FLUSH VOLUME OF ALL OTHER URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH. 4.303.1.3 SHOWERHEADS.4.303.1.3 SHOWERHEADS. 4.303.1.3.1 SINGLE SHOWERHEAD.4.303.1.3.1 SINGLE SHOWERHEAD. SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS. 4.303.1.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER. 4.303.1.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE:NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. 4.303.1.4 FAUCETS.4.303.1.4 FAUCETS. 4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETS.4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETS. THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS. 4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS. THE MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE AT 60 PSI. 4.303.1.4.3 METERING FAUCETS.4.303.1.4.3 METERING FAUCETS. METERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT DELIVER MORE THAN 0.2 GALLONS PER CYCLE. 4.303.1.4.4 KITCHEN FAUCETS.4.303.1.4.4 KITCHEN FAUCETS. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTENOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 4.303.1.4.5 PRE-RINSE SPRAY VALVES.4.303.1.4.5 PRE-RINSE SPRAY VALVES. WHEN INSTALLED, SHALL MEET THE REQUIREMENTS IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 20 (APPLIANCE EFFICIENCY REGULATIONS), SECTIONS 1605.1 (H)(4) TABLE H-2, SECTION 1605.3 (H)(4)(A), AND SECTION 1607 (D)(7) AND SHALL BE EQUIPPED WITH AN INTEGRAL AUTOMATIC SHUTOFF. FOR REFERENCE ONLY:FOR REFERENCE ONLY: THE FOLLOWING TABLE AND CODE SECTION HAVE BEEN REPRINTED FROM THE CALIFORNIA CODE OF REGULATIONS, TITLE 20 TABLE H-2 TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTERSTANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 JANUARY 28, 2019 PRODUCT CLASS PRODUCT CLASS [SPRAY FORCE IN OUNCE FORCE (OZF)][SPRAY FORCE IN OUNCE FORCE (OZF)] MAXIMUM FLOW RATE (GPM) MAXIMUM FLOW RATE (GPM) PRODUCT CLASS 1 (≤ 5.0 OZF) 1.00 PRODUCT CLASS 2 (> 5.0 OZF AND ≤ 8.0OZF 1.20 PRODUCT CLASS 3 (> 8.0 OZF) 1.28 TITLE 20 SECTION 1605.3 (H)(4)(A): COMMERCIAL PRERINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 1, 2006, SHALL HAVE A MINIMUM SPRAY FORCE OF NOT LESS THAN 4.0 OUNCES-FORCE (OZF)[113 GRAMS-FORCE(GF)] 4.303.2 SUBMETERS FOR MULTIFAMILY BUILDINGS AND DWELLING UNITS IN MIXED-USED RESIDENTIAL/4.303.2 SUBMETERS FOR MULTIFAMILY BUILDINGS AND DWELLING UNITS IN MIXED-USED RESIDENTIAL/ COMMERCIAL COMMERCIAL BUILDINGS.BUILDINGS. SUBMETERS SHALL BE INSTALLED TO MEASURE WATER USAGE OF INDIVIDUAL RENTAL DWELLING UNITS IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. 4.303.3 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. 4.303.3 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE. NOTE:NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USETABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPEFIXTURE TYPE FLOW RATEFLOW RATE SHOWER HEADS (RESIDENTIAL) ----------------------------1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) -----------------------MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS ----0.5 GPM @ 60 PSI KITCHEN FAUCETS ----------------------------------------- 1.8 GPM @ 60 PSI METERING FAUCETS---------------------------------------- 0.2 GAL/CYCLE WATER CLOSET -------------------------------------------1.28 GAL/FLUSH URINALS ---------------------------------------------------0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS.4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. RESIDENTIAL DEVELOPMENTS SHALL COMPLY WITH A LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE OR THE CURRENT CALIFORNIA DEPARTMENT OF WATER RESOURCES' MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), WHICHEVER IS MORE STRINGENT. NOTES:NOTES: 1. THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) IS LOCATED IN THE CALIFORNIA CODE REGULATIONS, TITLE 23, CHAPTER 2.7, DIVISION 2. MWELO AND SUPPORTING DOCUMENTS, INCLUDING WATER BUDGET CALCULATOR, ARE AVAILABLE AT: HTTPS://WWW.WATER.CA.GOV/ CHAPTER 3CHAPTER 3 GREEN BUILDINGGREEN BUILDING SECTION 301 GENERAL SECTION 301 GENERAL 301.1 SCOPE.301.1 SCOPE. BUILDINGS SHALL BE DESIGNED TO INCLUDE THE GREEN BUILDING MEASURES SPECIFIED AS MANDATORY IN THE APPLICATION CHECKLISTS CONTAINED IN THIS CODE. VOLUNTARY GREEN BUILDING MEASURES ARE ALSO INCLUDED IN THE APPLICATION CHECKLISTS AND MAY BE INCLUDED IN THE DESIGN AND CONSTRUCTION OF STRUCTURES COVERED BY THIS CODE, BUT ARE NOT REQUIRED UNLESS ADOPTED BY A CITY, COUNTY, OR CITY AND COUNTY AS SPECIFIED IN SECTION 101.7. 301.1.1 ADDITIONS AND ALTERATIONS. [HCD]301.1.1 ADDITIONS AND ALTERATIONS. [HCD] THE MANDATORY PROVISIONS OF CHAPTER 4 SHALL BE APPLIED TO ADDITIONS OR ALTERATIONS OF EXISTING RESIDENTIAL BUILDINGS WHERE THE ADDITION OR ALTERATION INCREASES THE BUILDING'S CONDITIONED AREA, VOLUME, OR SIZE. THE REQUIREMENTS SHALL APPLY ONLY TO AND/OR WITHIN THE SPECIFIC AREA OF THE ADDITION OR ALTERATION. NOTE:NOTE: ON AND AFTER JANUARY 1, 2014, RESIDENTIAL BUILDINGS UNDERGOING PERMITTED ALTERATIONS, ADDITIONS, OR IMPROVEMENTS SHALL REPLACE NONCOMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING FIXTURES. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT. SEE CIVIL CODE SECTION 1101.1, ET SEQ., FOR THE DEFINITION OF A NONCOMPLIANT PLUMBING FIXTURE, TYPES OF RESIDENTIAL BUILDINGS AFFECTED AND OTHER IMPORTANT ENACTMENT DATES. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD]301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] THE PROVISIONS OF INDIVIDUAL SECTIONS OF CALGREEN MAY APPLY TO EITHER LOW-RISE RESIDENTIAL BUILDINGS HIGH-RISE RESIDENTIAL BUILDINGS, OR BOTH. INDIVIDUAL SECTIONS WILL BE DESIGNATED BY BANNERS TO INDICATE WHERE THE SECTION APPLIES SPECIFICALLY TO LOW-RISE ONLY (LR) OR HIGH-RISE ONLY (HR). WHEN THE SECTION APPLIES TO BOTH LOW-RISE AND HIGH-RISE BUILDINGS, NO BANNER WILL BE USED. SECTION 302 MIXED OCCUPANCY BUILDINGSSECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS.302.1 MIXED OCCUPANCY BUILDINGS. IN MIXED OCCUPANCY BUILDINGS, EACH PORTION OF A BUILDING SHALL COMPLY WITH THE SPECIFIC GREEN BUILDING MEASURES APPLICABLE TO EACH SPECIFIC OCCUPANCY. EXCEPTIONS: EXCEPTIONS: 1.[HCD] ACCESSORY STRUCTURES AND ACCESSORY OCCUPANCIES SERVING RESIDENTIAL BUILDINGS SHALL COMPLY WITH CHAPTER 4 AND APPENDIX A4, AS APPLICABLE. 2.[HCD] FOR PURPOSES OF CALGREEN, LIVE/WORK UNITS, COMPLYING WITH SECTION 419 OF THE CALIFORNIA BUILDING CODE, SHALL NOT BE CONSIDERED MIXED OCCUPANCIES. LIVE/WORK UNITS SHALL COMPLY WITH CHAPTER 4 AND APPENDIX A4, AS APPLICABLE. DIVISION 4.1 PLANNING AND DESIGNDIVISION 4.1 PLANNING AND DESIGN ABBREVIATION DEFINITIONS:ABBREVIATION DEFINITIONS: HCD DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT BSC CALIFORNIA BUILDING STANDARDS COMMISSION DSA-SS DIVISION OF THE STATE ARCHITECT, STRUCTURAL SAFETY OSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT LR LOW RISE HR HIGH RISE AA ADDITIONS AND ALTERATIONS N NEW CHAPTER 4 CHAPTER 4 RESIDENTIAL MANDATORY MEASURESRESIDENTIAL MANDATORY MEASURES SECTION 4.102 DEFINITIONS SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS4.102.1 DEFINITIONS THE FOLLOWING TERMS ARE DEFINED IN CHAPTER 2 (AND ARE INCLUDED HERE FOR REFERENCE) FRENCH DRAIN.FRENCH DRAIN. A TRENCH, HOLE OR OTHER DEPRESSED AREA LOOSELY FILLED WITH ROCK, GRAVEL, FRAGMENTS OF BRICK OR SIMILAR PERVIOUS MATERIAL USED TO COLLECT OR CHANNEL DRAINAGE OR RUNOFF WATER. WATTLES.WATTLES. WATTLES ARE USED TO REDUCE SEDIMENT IN RUNOFF. WATTLES ARE OFTEN CONSTRUCTED OF NATURAL PLANT MATERIALS SUCH AS HAY, STRAW OR SIMILAR MATERIAL SHAPED IN THE FORM OF TUBES AND PLACED ON A DOWNFLOW SLOPE. WATTLES ARE ALSO USED FOR PERIMETER AND INLET CONTROLS. 4.106 SITE DEVELOPMENT4.106 SITE DEVELOPMENT 4.106.1 GENERAL.4.106.1 GENERAL. PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL BE ACCOMPLISHED THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE NEGATIVE EFFECTS ON THE SITE AND ADJACENT AREAS. PRESERVATION OF SLOPES, MANAGEMENT OF STORM WATER DRAINAGE AND EROSION CONTROLS SHALL COMPLY WITH THIS SECTION. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION.4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. IN ORDER TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE. 1.RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. 2.WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. 3.COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. NOTE:NOTE: REFER TO THE STATE WATER RESOURCES CONTROL BOARD FOR PROJECTS WHICH DISTURB ONE ACRE OR MORE OF SOIL, OR ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN TOTAL DISTURBS ONE ACRE OR MORE OF SOIL. (WEBSITE: HTTPS://WWW.WATERBOARDS.CA.GOV/WATER_ISSUES/PROGRAMS/STORMWATER/ CONSTRUCTION.HTML) 4.106.3 GRADING AND PAVING.4.106.3 GRADING AND PAVING. CONSTRUCTION PLANS SHALL INDICATE HOW THE SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. SWALES 2. WATER COLLECTION AND DISPOSAL SYSTEMS 3. FRENCH DRAINS 4. WATER RETENTION GARDENS 5. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE. EXCEPTIONEXCEPTION: ADDITIONS AND ALTERATIONS NOT ALTERING THE DRAINAGE PATH. 4.106.4 ELECTRIC VEHICLE (EV) CHARGING FOR NEW CONSTRUCTION.4.106.4 ELECTRIC VEHICLE (EV) CHARGING FOR NEW CONSTRUCTION. NEW CONSTRUCTION SHALL COMPLY WITH SECTIONS 4.106.4.1, 4.106.4.2, OR 4.106.4.3 TO FACILITATE FUTURE INSTALLATION AND USE OF EV CHARGERS. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE, ARTICLE 625. EXCEPTIONS:EXCEPTIONS: 1. ON A CASE-BY-CASE BASIS, WHERE THE LOCAL ENFORCING AGENCY HAS DETERMINED EV CHARGING AND INFRASTRUCTURE ARE NOT FEASIBLE BASED UPON ONE OR MORE OF THE FOLLOWING CONDITIONS: 1.1 WHERE THERE IS NO COMMERCIAL POWER SUPPLY. 1.2 WHERE THERE IS EVIDENCE SUBSTANTIATING THAT MEETING THE REQUIREMENTS WILL ALTER THE LOCAL UTILITY INFRASTRUCTURE DESIGN REQUIREMENTS ON THE UTILITY SIDE OF THE METER SO AS TO INCREASE THE UTILITY SIDE COST TO THE HOMEOWNER OR THE DEVELOPER BY MORE THAN $400.00 PER DWELLING UNIT. 2. ACCESSORY DWELLING UNITS (ADU) AND JUNIOR ACCESSORY DWELLING UNITS (JADU) WITHOUT ADDITIONAL PARKING FACILITIES. 4.106.4.1 NEW ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE4.106.4.1 NEW ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE GARAGES.GARAGES. FOR EACH DWELLING UNIT, INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE 208/240-VOLT MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. EXEMPTION:EXEMPTION: A RACEWAY IS NOT REQUIRED IF A MINIMUM 40-AMPERE 208/240-VOLT DEDICATED EV BRANCH CIRCUIT IS INSTALLED IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER AT THE TIME OF ORIGINAL CONSTRUCTION IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. 4.106.4.1.1 IDENTIFICATION4.106.4.1.1 IDENTIFICATION. . THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE". 4.106.4.2 NEW MULTIFAMILY DWELLINGS.4.106.4.2 NEW MULTIFAMILY DWELLINGS. IF RESIDENTIAL PARKING IS AVAILABLE, TEN (10) PERCENT OF THE TOTAL NUMBER OF PARKING SPACES ON A BUILDING SITE, PROVIDED FOR ALL TYPES OF PARKING FACILITIES, SHALL BE ELECTRIC VEHICLE CHARGING SPACES (EV SPACES) CAPABLE OF SUPPORTING FUTURE EVSE. CALCULATIONS FOR THE REQUIRED NUMBER OF EV SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER. NOTES:NOTES: 1. CONSTRUCTION DOCUMENTS ARE INTENDED TO DEMONSTRATE THE PROJECT'S CAPABILITY AND CAPACITY FOR FACILITATING FUTURE EV CHARGING. 2. THERE IS NO REQUIREMENT FOR EV SPACES TO BE CONSTRUCTED OR AVAILABLE UNTIL EV CHARGERS ARE INSTALLED FOR USE. 3. A PARKING SPACE SERVED BY ELECTRIC VEHICLE SUPPLY EQUIPMENT OR DESIGNATED AS A FUTURE EV CHARGING SPACE SHALL COUNT AS AT LEAST ONE STANDARD AUTOMOBILE PARKING SPACE FOR THE PURPOSE OF COMPLYING WITH ANY APPLICABLE MINIMUM PARKING SPACE REQUIREMENTS ESTABLISHED BY A LOCAL JURISDICTION. SEE VEHICLE CODE SECTION 22511.2 FOR FURTHER DETAILS. 4.106.4.2.1 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) LOCATIONS.4.106.4.2.1 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) LOCATIONS. CONSTRUCTION DOCUMENTS SHALL INDICATE THE LOCATION OF PROPOSED EV SPACES. WHERE COMMON USE PARKING IS PROVIDED AT LEAST ONE EV SPACE SHALL BE LOCATED IN THE COMMON USE PARKING AREA AND SHALL BE AVAILABLE FOR USE BY ALL RESIDENTS. 4.106.4.2.1.1 ELECTRIC VEHICLE CHARGING STATIONS (EVCS)4.106.4.2.1.1 ELECTRIC VEHICLE CHARGING STATIONS (EVCS) WHEN EV CHARGERS ARE INSTALLED, EV SPACES REQUIRED BY SECTION 4.106.2.2, ITEM 3, SHALL COMPLY WITH AT LEAST ONE OF THE FOLLOWING OPTIONS: 1. THE EV SPACE SHALL BE LOCATED ADJACENT TO AN ACCESSIBLE PARKING SPACE MEETING THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, CHAPTER 11A, TO ALLOW USE OF THE EV CHARGER FROM THE ACCESSIBLE PARKING SPACE. 2. THE EV SPACE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE, AS DEFINED IN THE CALIFORNIA BUILDING CODE, CHAPTER 2, TO THE BUILDING. EXCEPTION:EXCEPTION: ELECTRIC VEHICLE CHARGING STATIONS DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH THE CALIFORNIA BUILDING CODE, CHAPTER 11B, ARE NOT REQUIRED TO COMPLY WITH SECTION 4.106.4.2.1.1 AND SECTION 4.106.4.2.2, ITEM 3. NOTE:NOTE: ELECTRIC VEHICLE CHARGING STATIONS SERVING PUBLIC HOUSING ARE REQUIRED TO COMPLY WITH THE CALIFORNIA BUILDING CODE, CHAPTER 11B. 4.106.4.2.2 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) DIMENSIONS.4.106.4.2.2 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) DIMENSIONS. THE EV SPACE SHALL BE DESIGNED TO COMPLY WITH THE FOLLOWING: 1.THE MINIMUM LENGTH OF EACH EV SPACE SHALL BE 18 FEET (5486 MM). 2.THE MINIMUM WIDTH OF EACH EV SPACE SHALL BE 9 FEET (2743 MM). 3.ONE IN EVERY 25 EV SPACES, BUT NOT LESS THAN ONE EV SPACE, SHALL HAVE AN 8-FOOT (2438 MM) WIDE MINIMUM AISLE. A 5-FOOT (1524 MM) WIDE MINIMUM AISLE SHALL BE PERMITTED PROVIDED THE MINIMUM WIDTH OF THE EV SPACE IS 12 FEET (3658 MM). A. SURFACE SLOPE FOR THIS EV SPACE AND THE AISLE SHALL NOT EXCEED 1 UNIT VERTICAL IN 48 UNITS HORIZONTAL (2.083 PERCENT SLOPE) IN ANY DIRECTION. 4.106.4.2.3 SINGLE EV SPACE REQUIRED.4.106.4.2.3 SINGLE EV SPACE REQUIRED. INSTALL A LISTED RACEWAY CAPABLE OF ACCOMMODATING A 208/240- VOLT DEDICATED BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1- INCH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE EV SPACE. CONSTRUCTION DOCUMENTS SHALL IDENTIFY THE RACEWAY TERMINATION POINT. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. EXEMPTION: EXEMPTION: A RACEWAY IS NOT REQUIRED IF A MINIMUM 40-AMPERE 208/240-VOLT DEDICATED EV BRANCH CIRCUIT IS INSTALLED IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER, AT THE TIME OF ORIGINAL CONSTRUCTION IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING.4.406.1 RODENT PROOFING. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT.4.408.1 CONSTRUCTION WASTE MANAGEMENT. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE. EXCEPTIONS:EXCEPTIONS: 1 EXCAVATED SOIL AND LAND-CLEARING 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 OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE. 3. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN.4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS 1 THROUGH 5. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 1. IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. 2. SPECIFY IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). 3. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION AND DEMOLITION WASTE MATERIAL COLLECTED WILL BE TAKEN. 4. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE GENERATED. 5. SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 4.408.3 WASTE MANAGEMENT COMPANY.4.408.3 WASTE MANAGEMENT COMPANY. UTILIZE A WASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE:NOTE: THE OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR].4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED 3.4 LBS./SQ.FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 65% CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE.4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED 2 POUNDS PER SQUARE FOOT OF THE BUILDING AREA, SHALL MEET THE MINIMUM 65% CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1 4.408.5 DOCUMENTATION.4.408.5 DOCUMENTATION. DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THROUGH 5, SECTION 4.408.3 OR SECTION 4.408.4.. NOTESNOTES: 1. SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS CODE (RESIDENTIAL)" LOCATED AT WWW.HCD.CA.GOV/CALGREEN.HTML MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THIS SECTION. 2. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C & D) PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (CALRECYCLE). 4.410 BUILDING MAINTENANCE AND OPERATION4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL.4.410.1 OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: A. EQUIPMENT AND APPLIANCES, INCLUDING WATER-SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, PHOTOVOLTAIC SYSTEMS, ELECTRIC VEHICLE CHARGERS, WATER-HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. B. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. C. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. D. LANDSCAPE IRRIGATION SYSTEMS. E. WATER REUSE SYSTEMS. 3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 6. INFORMATION ABOUT WATER-CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER. 7. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. 9. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE. 10. A COPY OF ALL SPECIAL INSPECTIONS VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. 11. INFORMATION FROM CAL FIRE ON MAINTENANCE OF DEFENSIBLE SPACE AROUND RESIDENTIAL STRUCTURES. 4.410.2 RECYCLING BY OCCUPANTS.4.410.2 RECYCLING BY OCCUPANTS. WHERE 5 OR MORE MULTIFAMILY DWELLING UNITS ARE CONSTRUCTED ON A BUILDING SITE, PROVIDE READILY ACCESSIBLE AREA(S) THAT SERVES ALL BUILDINGS ON THE SITE AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTER, AND METALS, OR MEET A LAWFULLY ENACTED LOCAL RECYCLING ORDINANCE, IF MORE RESTRICTIVE. EXCEPTION:EXCEPTION: RURAL JURISDICTIONS THAT MEET AND APPLY FOR THE EXEMPTION IN PUBLIC RESOURCES CODE SECTION 42649.82 (A)(2)(A) ET SEQ. ARE NOTE REQUIRED TO COMPLY WITH THE ORGANIC WASTE PORTION OF THIS SECTION DIVISION 4.5 ENVIRONMENTAL QUALITYDIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL SECTION 4.501 GENERAL 4.501.1 SCOPE4.501.1 SCOPE THE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF REDUCING THE QUALITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT AND WELL BEING OF A BUILDING'S INSTALLERS, OCCUPANTS AND NEIGHBORS. SECTION 4.502 DEFINITIONSSECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS5.102.1 DEFINITIONS THE FOLLOWING TERMS ARE DEFINED IN CHAPTER 2 (AND ARE INCLUDED HERE FOR REFERENCE) AGRIFIBER PRODUCTS.AGRIFIBER PRODUCTS. AGRIFIBER PRODUCTS INCLUDE WHEATBOARD, STRAWBOARD, PANEL SUBSTRATES AND DOOR CORES, NOT INCLUDING FURNITURE, FIXTURES AND EQUIPMENT (FF&E) NOT CONSIDERED BASE BUILDING ELEMENTS. COMPOSITE WOOD PRODUCTS.COMPOSITE WOOD PRODUCTS. COMPOSITE WOOD PRODUCTS INCLUDE HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD. "COMPOSITE WOOD PRODUCTS" DOES NOT INCLUDE HARDBOARD, STRUCTURAL PLYWOOD, STRUCTURAL PANELS, STRUCTURAL COMPOSITE LUMBER, ORIENTED STRAND BOARD, GLUED LAMINATED TIMBER, PREFABRICATED WOOD I-JOISTS OR FINGER-JOINTED LUMBER, ALL AS SPECIFIED IN CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 17, SECTION 93120.1. DIRECT-VENT APPLIANCE.DIRECT-VENT APPLIANCE. A FUEL-BURNING APPLIANCE WITH A SEALED COMBUSTION SYSTEM THAT DRAWS ALL AIR FOR COMBUSTION FROM THE OUTSIDE ATMOSPHERE AND DISCHARGES ALL FLUE GASES TO THE OUTSIDE ATMOSPHERE. MAXIMUM INCREMENTAL REACTIVITY (MIR).MAXIMUM INCREMENTAL REACTIVITY (MIR). THE MAXIMUM CHANGE IN WEIGHT OF OZONE FORMED BY ADDING A COMPOUND TO THE "BASE REACTIVE ORGANIC GAS (ROG) MIXTURE" PER WEIGHT OF COMPOUND ADDED, EXPRESSED TO HUNDREDTHS OF A GRAM (G O³/G ROC). NOTE:NOTE: MIR VALUES FOR INDIVIDUAL COMPOUNDS AND HYDROCARBON SOLVENTS ARE SPECIFIED IN CCR, TITLE 17, SECTIONS 94700 AND 94701. MOISTURE CONTENT.MOISTURE CONTENT. THE WEIGHT OF THE WATER IN WOOD EXPRESSED IN PERCENTAGE OF THE WEIGHT OF THE OVEN-DRY WOOD. PRODUCT-WEIGHTED MIR (PWMIR). PRODUCT-WEIGHTED MIR (PWMIR). THE SUM OF ALL WEIGHTED-MIR FOR ALL INGREDIENTS IN A PRODUCT SUBJECT TO THIS ARTICLE. THE PWMIR IS THE TOTAL PRODUCT REACTIVITY EXPRESSED TO HUNDREDTHS OF A GRAM OF OZONE FORMED PER GRAM OF PRODUCT (EXCLUDING CONTAINER AND PACKAGING). NOTE:NOTE: PWMIR IS CALCULATED ACCORDING TO EQUATIONS FOUND IN CCR, TITLE 17, SECTION 94521 (A). REACTIVE ORGANIC COMPOUND (ROC).REACTIVE ORGANIC COMPOUND (ROC). ANY COMPOUND THAT HAS THE POTENTIAL, ONCE EMITTED, TO CONTRIBUTE TO OZONE FORMATION IN THE TROPOSPHERE. VOC.VOC. A VOLATILE ORGANIC COMPOUND (VOC) BROADLY DEFINED AS A CHEMICAL COMPOUND BASED ON CARBON CHAINS OR RINGS WITH VAPOR PRESSURES GREATER THAN 0.1 MILLIMETERS OF MERCURY AT ROOM TEMPERATURE. THESE COMPOUNDS TYPICALLY CONTAIN HYDROGEN AND MAY CONTAIN OXYGEN, NITROGEN AND OTHER ELEMENTS. SEE CCR TITLE 17, SECTION 94508(A). 4.503 FIREPLACES4.503 FIREPLACES 4.503.1 GENERAL.4.503.1 GENERAL. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS AS APPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 4.504 POLLUTANT CONTROL4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION.CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST OR DEBRIS WHICH MAY ENTER THE SYSTEM. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL.4.504.2 FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS. 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANT AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: 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 TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. 2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) 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. 4.504.2.2 PAINTS AND COATINGS.4.504.2.2 PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36, AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. 4.504.2.3 AEROSOL PAINTS AND COATINGS.4.504.2.3 AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT- WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(2) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(E)(1) AND (F)(1) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; 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 8, RULE 49. 4.504.2.4 VERIFICATION.4.504.2.4 VERIFICATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. MANUFACTURER'S PRODUCT SPECIFICATION. 2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. TABLE 4.504.1 - ADHESIVE VOC LIMITTABLE 4.504.1 - ADHESIVE VOC LIMIT1,21,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONSARCHITECTURAL APPLICATIONS VOC LIMITVOC LIMIT INDOOR CARPET ADHESIVES ------------------------- 50 CARPET PAD ADHESIVES ---------------------------- 50 OUTDOOR CARPET ADHESIVES -----------------------150 WOOD FLOORING ADHESIVES -------------------------100 RUBBER FLOOR ADHESIVES -------------------------- 60 SUBFLOOR ADHESIVES ------------------------------- 50 CERAMIC TILE ADHESIVES --------------------------- 65 VCT & ASPHALT TILE ADHESIVES ---------------------- 50 DRYWALL & PANEL ADHESIVES ------------------------ 50 COVE BASE ADHESIVES ------------------------------- 50 MULTIPURPOSE CONSTRUCTION ADHESIVE ------------ 70 STRUCTURAL GLAZING ADHESIVES --------------------100 SINGLE-PLY ROOF MEMBRANE ADHESIVES -----------250 OTHER ADHESIVES NOT LISTED ----------------------- 50 SPECIALTY APPLICATIONSSPECIALTY APPLICATIONS PVC WELDING -----------------------------------------510 CPVC WELDING ----------------------------------------490 ABS WELDING -----------------------------------------325 PLASTIC CEMENT WELDING ----------------------------250 ADHESIVE PRIMER FOR PLASTIC ---------------------550 CONTACT ADHESIVE ---------------------------------- 80 SPECIAL PURPOSE CONTACT ADHESIVE -------------- 250 STRUCTURAL WOOD MEMBER ADHESIVE -------------- 140 TOP & TRIM ADHESIVE -------------------------------- 250 SUBSTRATE SPECIFIC APPLICATIONSSUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL ------------------------------------- 30 PLASTIC FOAMS --------------------------------------- 50 POROUS MATERIAL (EXCEPT WOOD) ------------------ 50 WOOD ------------------------------------------------- 30 FIBERGLASS ------------------------------------------ 80 1 IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2 FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMITTABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTSSEALANTS VOC LIMITVOC LIMIT ARCHITECTURAL --------------------------------------250 MARINE DECK -----------------------------------------760 NONMEMBRANE ROOF --------------------------------300 ROADWAY -------------------------------------------250 SINGLE-PLY ROOF MEMBRANE -----------------------450 OTHER --------------------------------------------420 SEALANT PRIMERSSEALANT PRIMERS ARCHITECTURALARCHITECTURAL NON-POROUS -----------------------------------------250 POROUS ----------------------------------------------775 MODIFIED BITUMINOUS --------------------------------500 MARINE DECK -----------------------------------------760 OTHER -------------------------------------------------750 TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGSTABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORYCOATING CATEGORY VOC LIMITVOC LIMIT FLAT COATINGS --------------------------------------- 50 NON-FLAT COATINGS ----------------------------------100 NONFLAT-HIGH GLOSS COATINGS ---------------------150 SPECIALTY COATINGSSPECIALTY COATINGS ALUMINUM ROOF COATINGS ---------------------------400 BASEMENT SPECIALTY COATINGS --------------------400 BITUMINOUS ROOF COATINGS ------------------------- 50 BITUMINOUS ROOF PRIMERS --------------------------350 BOND BREAKERS -------------------------------------350 CONCRETE CURING COMPOUNDS --------------------350 CONCRETE/MASONRY SEALERS --------------------100 DRIVEWAY SEALERS --------------------------------- 50 DRY FOG COATINGS ----------------------------------150 FAUX FINISHING COATINGS ---------------------------350 FIRE RESISTIVE COATINGS ---------------------------350 FLOOR COATINGS -----------------------------------100 FORM-RELEASE COMPOUNDS ------------------------250 GRAPHIC ARTS COATINGS (SIGN PAINTS) ------------500 HIGH TEMPERATURE COATINGS -----------------------420 INDUSTRIAL MAINTENANCE COATINGS ----------------250 LOW SOLIDS COATINGS1 ----------------------------120 MAGNESITE CEMENT COATINGS -----------------------450 MASTIC TEXTURE COATINGS --------------------------100 METALLIC PIGMENTED COATINGS ---------------------500 MULTICOLOR COATINGS ------------------------------250 PRETREATMENT WASH PRIMERS ---------------------420 PRIMERS, SEALERS, & UNDERCOATERS --------------100 REACTIVE PENETRATING SEALERS ------------------350 RECYCLED COATINGS --------------------------------250 ROOF COATINGS -------------------------------------- 50 RUST PREVENTATIVE COATINGS --------------------250 SHELLACSSHELLACS CLEAR -------------------------------------------------730 OPAQUE -----------------------------------------------550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS --100 STAINS ------------------------------------------------250 STONE CONSOLIDANTS -------------------------------450 SWIMMING POOL COATINGS ---------------------------340 TRAFFIC MARKING COATINGS -------------------------100 TUB & TILE REFINISH COATINGS ------------------------420 WATERPROOFING MEMBRANES -----------------------250 WOOD COATINGS -------------------------------------275 WOOD PRESERVATIVES ------------------------------350 ZINC-RICH PRIMERS -----------------------------------340 1 GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2 THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3 VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 4.504.5 - FORMALDEHYDE LIMITSTABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMITCURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE --------------0.05 HARDWOOD PLYWOOD COMPOSITE CORE ----------0.05 PARTICLE BOARD -----------------------------------0.09 MEDIUM DENSITY FIBERBOARD ----------------------0.11 THIN MEDIUM DENSITY FIBERBOARD2 ---------------0.13 1 VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2 THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). DIVISION 4.5 ENVIRONMENTAL QUALITY (CONTINUED) DIVISION 4.5 ENVIRONMENTAL QUALITY (CONTINUED) 4.504.3 CARPET SYSTEMS.4.504.3 CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.2, JANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350) SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR CERTIFICATION PROGRAMS AND TESTING LABS. HTTPS://WWW.CDPH.CA.GOV/PROGRAMS/CCDPHP/DEODC/EHLB/IAQ/PAGES/VOC.ASPX. 4.504.3.1 CARPET CUSHION.4.504.3.1 CARPET CUSHION. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.2, JANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350) SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR CERTIFICATION PROGRAMS AND TESTING LABS. HTTPS://WWW.CDPH.CA.GOV/PROGRAMS/CCDPHP/DEODC/EHLB/IAQ/PAGES/VOC.ASPX. 4.504.3.2 CARPET ADHESIVE.4.504.3.2 CARPET ADHESIVE. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS.4.504.4 RESILIENT FLOORING SYSTEMS. WHERE RESILIENT FLOORING IS INSTALLED , AT LEAST 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.2, JANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350) SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR CERTIFICATION PROGRAMS AND TESTING LABS. HHTPS://WWW.CDPH.CA.GOV/PROGRAMS/CCDPHP/DEODC/EHLB/IAQ/PAGES/VOC.ASPX. 4.504.5 COMPOSITE WOOD PRODUCTS.4.504.5 COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDINGS SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5 4.504.5.1 DOCUMENTATION.4.504.5.1 DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: 1.PRODUCT CERTIFICATIONS AND SPECIFICATIONS. 2.CHAIN OF CUSTODY CERTIFICATIONS. 3.PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE CCR, TITLE 17, SECTION 93120, ET SEQ.). 4. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 OR PS-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN AS/NZS 2269, EUROPEAN 636 3S STANDARDS, AND CANADIAN CSA 0121, CSA 0151, CSA 0153 AND CSA 0325 STANDARDS. 5. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. 4.505 INTERIOR MOISTURE CONTROL4.505 INTERIOR MOISTURE CONTROL 4.505.1 GENERAL.4.505.1 GENERAL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING STANDARDS CODE. 4.505.2 CONCRETE SLAB FOUNDATIONS.4.505.2 CONCRETE SLAB FOUNDATIONS. CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY CALIFORNIA BUILDING CODE, CHAPTER 19, OR CONCRETE SLAB-ON-GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY WITH THIS SECTION. 4.505.2.1 CAPILLARY BREAK.4.505.2.1 CAPILLARY BREAK. A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1. A 4-INCH (101.6 MM) THICK BASE OF 1/2 INCH (12.7MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR BARRIER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. 2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS.4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19 PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING: 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE-TYPE OR CONTACT-TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS CODE. 2. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (1219 MM) FROM THE GRADE STAMPED END OF EACH PIECE VERIFIED. 3. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET-APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 BATHROOM EXHAUST FANS.4.506.1 BATHROOM EXHAUST FANS. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: 1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE LESS THAN OR EQUAL TO 50% TO A MAXIMUM OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN) NOTES:NOTES: 1. FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. 2. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE. 4.507 ENVIRONMENTAL COMFORT4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN.4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J - 2011 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D - 2014 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S - 2014 (RESIDENTIAL EQUIPMENT SELECTION), OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION:EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEM FUNCTIONS ARE ACCEPTABLE CHAPTER 7 CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING.702.1 INSTALLER TRAINING. HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC TRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS. 2. PUBLIC UTILITY TRAINING PROGRAMS. 3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS. 4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS. 5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. 702.2 SPECIAL INSPECTION [HCD].702.2 SPECIAL INSPECTION [HCD]. WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR: 1.CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER. 2.CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, AND HOME ENERGY AUDITORS. 3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE. 4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. NOTES:NOTES: 1.SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. 2.HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION (CEC) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS). [BSC] WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB FUNCTION, AS DETERMINED BY THE LOCAL AGENCY. NOTE:NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. 703 VERIFICATIONS703 VERIFICATIONS 703.1 DOCUMENTATION.703.1 DOCUMENTATION. DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED APPLICABLE CHECKLIST. 8/10/20228/10/2022 . LIVABLELIVABLE:: 1550 SqFt TOTAL1550 SqFt TOTAL GARAGEGARAGE:: 618 SqFt TOTAL 618 SqFt TOTAL COVEREDCOVERED PATIOPATIO:: 150 SqFt FRONT 150 SqFt FRONT 285 285 SqFt side SqFt side 435 SqFt TOTAL 435 SqFt TOTAL © COPYRIGHT 2022 SSHHEEEETT SHOWN 9/15/2022 SSCCAALLEE:: DDAATTEE::KAYLA LUIKAYLA LUI1451 CLARK ROAD, OROVILLE, CALIFORNIA 95965ASSESSORS PARCEL NUMBER 041 - 150 - 052AA TTWWOO BBEEDDRROOOOMM RREESSIIDDEENNCCEE ffoorr::OAK RIDGE CONSTRUCTIONSUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland@SummitChico.com ARCH D (24" x 36") THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: AlphaMax47@GMail.com WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. LYNN SMITH - DRAFTING 199 SYCAMORE VALLEY ROAD, CHICO, CA 95973 (530) 891-0585 WORK EMAIL ADDRESS: LynnSmith32@ATT.net 2022SHAWN MACNEILL & RYAN BECHHOLD OAKRIDGE CABINETS PHONE: (530) 864-7306 SHAWN (530) 624-1453 RYAN EMAIL ADDRESS: Shawn@OakRidgeCabinets.com RBechhold@OakRidgeCabinets.com C:/Users/Lynn/Documents/Chief X14 Plans/Oak Ridge - Kayla Lui/Lui Residence.layout OWNER: KAYLA LUI PHONE: (530) 680-6559 EMAIL ADDRESS: KaylaLui@LookAheadVet.com CAL GREEN & TITLE 24 MANDATORY MEASURES