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Home My WebLink AboutCDP 2023-0059; PETZ ADU; Administrative DeterminationHATER HEATER €;,RADIN"' TABLE AHOUNT OF GUT 12 G.Y. AHOUNT OF FILL 0 C,,Y. AMOUNT OF IMPORT/EXPORT 0 G.Y. MAX GUT DEPTH (FOOTIN0S ONLY) 24" MAX FILL DEPTH 0 IMPERVIOUS SURFACE TABLE EXISTIN0 PERVIOIJS AREA 4,206 SQ.FT. EXISTIN0 IMPERVIOUS AREA 2,816 SQ.FT. NEH IMPERVIOUS AREA PROPOSED 998 SQ.FT. BMP LEGEND MATERIAL e lftASTE MANA6Et-'ENT CONTROL BHP&, I ¥111 I I MATERIAL DELIVERY' a STORAGE I ~-51 SOLID HASTE M-T ! ,01 el == HASTE MANA6Et-'ENT THIS PRO....EGT PROPOSES NO EXPORT. ALL Dll<.T HILL 8E KEPT ON SITE. ! 101 q! SANITARY HASTE MANA6E1'-ENT ff/ !LJ rv i I I I I I s 4~•-~o·_· -J,-_ __,;1~111 _ 5Y5f3 F'OR A.Du I I I I I I I I I I I I I I I I I I I L---~ c;> If\ / / ( I I I / / PROPOSED ADU 11·-o~ 10'-0" EXISTIN(;> b' HIG-H STUc.GO SITE HALL SITE PLAN SC.ALE , 1/8' = l'-0" SITE NOTES= I. SURFAC.E HATER HILL DRAIN AHAY FROM THE BUILDIN0. THE GRADE SHALL FALL A MINIMUM OF b' HITHIN THE FIRST 10' AHAY FROM BUILDIN(;> 2. HATER EXPELLED FROM ROOF DOHNSPOUTS SHALL SURFAC-E DRAIN TO ADJAC.ENT LAND5C-APIN0 AREAS. 3. ALL STORM HATER RUNOFF FROM PROPOSED AND/OR REPLACED IMPERVIOUS AREAS SHALL BE ROUTED TO PERVIOIJS SIJRFAC.ES OR LANDSGAPIN0 PRIOR TO REAC-HIN0 THE PUBLIC. DRAIN SYSTEM SETBACK TABLE REQUIRED EXISTIN6 PROPOSED FRONIT 20'-0" 20'-0" MAIN SIDE 5'-'f' 4 '-4" I 10'-0" RES REAR 10'-0" 45'-0" FRONIT 20'-0" 21'-4" ADU SIDE 4'-0" 4'-0" I 5'-0" REAR 10 '-0" 26'-B" I LID 2.2.21 I LID 2.2.31 / LOW IMPACT DEVB.OPMENT E!MPS, ! LID 2.2.2!MINIMIZE: Dl5TIJR5Al,ICE, TO NATURAL DRAINA6E I LID 2.2.3!MINIMIZE: IMPERVIOl/5 51JRFAC-E5 ------------------------, EXISTIN(;> b' HIG-H HOOD FENCE \ \ -------\ \ \ \ \ "\ .. 5•~" \ ';';1'$13 :& 'cy, \. • <i:. \ .\ \ EXISTIN0 0A5 METER EXISTIN0 ELECTRIC. METER EXISTING /.A" RESIDENCE /// wj ATT GARAGE \ \ \ \ \ \ \ \ \ EXISTIN(;> POHER POLE EXISTIN(;> FIRE HYDRANT EXl5TIN0 HATER METER LONG PL A BOUNDARY SURVEY IS REQUIRED FOR THIS PRO-..EC.T PRIOR TO FOUNDATION INSPEC.TION. A LIC.ENSED SURVEYOR IS REQUIRED TO c.oMPLETE C.ARLSBAD FORM B--bOA AND PROVIDE IT TO THE BUILDIN(;> INSPEC.TOR AT THE FOUNDATION IN5PEC.TION. C.ONGRETE PLAC-EMENT HILL NOT BE APPROVED UNTIL A BOUNDARY SURVEY 5HOHIN€;, C.OMPLIANC-E TO THE APPROVED PLANS IS APPROVED TO THE BUILDIN0 DIVISION. SHEET INDEX CDP2023-0059 A-I SITE PLAN/ PRO-..EGT INFO A-2 PROPOSED FLOOR PLAN / ROOF PLAN A -3 ELECTRIC.AL PLAN/ EXTERIOR ELEVATIONS A-4 ARCHITECTURAL DETAILS/ BUILDIN(;> SECTIONS A-5 6,REEN BUILDIN(;> STANDARDS VICINITY MAP ' .)\::,_ -.,;~;; .. oHIUl._:IT \ /" \ ' s,..:i,..,,e,1,par,m,fll.li4j) '~• 0 . . "; \ 'i;,, ~-.• .,; ,.,,,.,.? \ PROJECT INFORMATION OWNER= BRIJC,E PETZ ;'lq5(, LON(;> PL CARLSBAD, GA <12008 ASSESSOR'S PARCEL#: 206-042-38-00 LEGAL DESCRIPTION= LOT 4, MAP 4"105, LON0VIEH PLAZA ZONING GENERAL PLAN: LOT AREA: CONSTRUCTION TYPE= OCCUPANCY GROUP= LOT COVERAGE: EXISTIN(;> PROPOSED PARKING REO'S: REQUIRED PROVIDED PROJECT AREAS= EXISTIN(;> RESIDENCE A TT ACHED 0ARA0E NEW DET Ac.HED ADU NEW C.OVERED PORCH SCOPE OF WORK R-1 R-4 1P22 SQ.FT. TYPE VB, NON-SPRINKLERED R-3/U 1440 + 400 = 1840 / 1022 = 0.26 1840 + <!Ob + '12 = 2838 / 1022 = .40 3 SPAC.ES 3 SPAC.ES (2 HITHIN EXISTIN(;> 0ARA0E AND ONE PROPOSED ON DRIVEHAY) 1,440 sq. ft. 400 sq. ft. "!Ob sq. ft. "12 sq. ft. C.ONSTRUGT DETAC-HED ADU,.; C.OVERED PORCH (TOTAL HEl0HT 13'-5") BUILDING CODES THESE PLANS AND ALL HORK SHALL GOMPL Y HITH THE C.ALIFORNIA BUILDIN(;> STANDARDS GODE FOUND IN STATE OF C.ALIFORNIA TITLE 24 C.C.R AS AMENDED AND ADOPTED BY THE CITY OF CARLSBAD. 2022 CALIFORNIA BUILDIN6 C.ODE 2022 CALIFORNIA RESIDENTIAL C.ODE 2022 CALIFORNIA PLUMBIN(;> C.ODE 2022 CALIFORNIA MEC.HANIC.AL C.ODE 2022 CALIFORNIA ELEG TRIC.AL GODE 2022 CALIFORNIA FIRE GODE 2022 CALIFORNIA ENER6Y GODE 2022 CALIFORNIA 6REEN BUILDIN0 STANDARDS GODE C.ITY OF C.ALRSBAD MJNIC.IPAL C.ODE DEFERRED ITEMS IT 15 UNDERSTOOD THAT PLANS FOR THE PRO-..EC.T HAVE, AT THIS TIME, BEEN REVIEHED FOR C.OMPLIANC-E HITH ALL APPL.IC.ABLE STATE AND CITY RE0ULATION5, AND THAT THE PROJECT AS A HI-IOLE HAS BEEN APPROVED BY THE C.ITY, HITH THE EXC.EPTION OF THE DEFERRED ITEM LIST. HE UNDERSTAND THAT HE HILL NOT BE AUTHORIZED ANY INSPECTION OF THE DEFERRED ITEMS PROPOSED PRIOR TO THE SUBMITTAL AND APPROVAL OF PLANS AND/OR C.ALC.S FOR THOSE DEFERRED ITEMS. ■■SOLAR PV SYSTEM CITY OF CARLSBAD Administrative Permit i ~~--seN-o.-CD_P_io?j=ousq -f ;xibit No. --A, -'f:-Date 5("{~7"£-0'iJI. i CITY OF CARLS B , JAN 1 9 2024 PLANN ING DI, DATE REVISIONS 8.26.22 PROJECT START '1.5.22 DESl0N thru REVISIONS 3.16.23 5.15.23 PLAN CHECK SUBMITTAL MINOR C.DP 11.20.23 SUBMITTAL PLAN GHEC.K RESUBMITTAL MINOR GDP 1.8.24 RESUBMITTAL PLAN GHEC.K RESUBMITTAL lii 8 a> r--t B I '§-Q Q " .i"' r---a> a> -~st ' "' ! .J xU -~ 2 8- . l) i 0 L ... D.. r: C in .. <l) f( z -t; w ~ a... --z <( _J a... ~ Cl) A-1 'st E N Ill N • ~ Ill Q C ,I) :;:; r-~ v SJ L .. -u J;: -ll. ;> I I 4"--~~'-8" . I -------.k ... -----------------------, _j 2-,,,. --At------ D ' I I I I I I I I I ------,i,. -f 3'-/" ' ' I I I I I r-~ I I I I I I D 3,12, TYP / : I I I I I I I I I I I I L RID6E 18"x24" 6ABLE VENT, TYP OF 2 -=ct==r-------- L _________ _ ___ _ ~O_P_E_R_TY_._LI~ ___ _ ROOF PLAN SCALE : 1/411 = 11-011 ROOF VENTILATION: 1/150 OF 892 SG!. FT. ATTIC = 5.9 SG!. FT. REQUIRED 18x24 6ABLE VENT = 432 SQ.IN. (3.0 SQ.FT J 3.0 SQ. FT. x 2 6ABLE VENTS = 6.0 SG!. FT. PROVIDED D I I I I -I- I I I I I I I I I RID6E 7 I I I I _J ------- CONDENSER SEE ELECTRI SPECS HEAT PUMP HEATER -SE ELECTRICAL FOR SPECS t in TER LAN I I I I I I I I I I I / B J. A-4 I I I 2·-10" SH6G = 0.2 lJ-FAGT = 0.3 l'-6" HD HT 5040 SERVERY [][:] KITCHEN I0'-611 x I I '-611 ANTRY 4' b" x 6'-2' 4' x b'-2" COV. PORCH ONE PANEL OF THE 6LASS DOOR SYSTEM MUST BE SHIN6 TYPE DOOR FOR MAIN ENTRY PURPOSES l'-3,. 231 X 4 1 SHGG = 0.21 U-FAGT = 0.2CJ 10080 6LASS DOOR, lh=i::lld/ PROVIDE 4" DRYER VENT TO THE EXTERIOR. MAX LEN6TH 14' ,,; (2) 90 DE0REE BENDS 11-3" 2880 GREAT RM II' x 18' 9' CL6, TYP > I-<\) ()I ·N. X Oa D" ~:r. \-II ~-0 ;/~ I IL<Ji • ' r--~ ·, ;( ,; ;( 5'-5" ~ .-.·--7 2680 I 22><":/2 '-8" I ATTI ?1 A';J'B l-___ _J X X linen () d;) BED1 11'-3" X 12'-4" @ '<l" N \l) BATH ~ 0.. 5' X Cf' Iii ~ ~ !!l I· ) 3030 XO BED2 Cl'-6 11 X !2'-411 5040 XO l'-6" HD HT U-FAGT = 0,3 / 2'-411 :Ji ~ Iii () d;) ~ a () I <[J a d;) I . rn () I 'I" • .9 d;) 6040 XO 11-611 HD HT U-FAGT = 0,3 5HGC = 0.2 TEMP l'-6" HD HT U-FACT = 0.3 SHGG = 0.2 32'-I" SHGC = 0.2 = __________ _j _ ___ ~OPERTY LI~ ___ _ FLOOR PLAN SCALE , 1/4" = 1'-0" &X?c&X NEH 2x4 HOOD FRAMED HALL NEH 2x6 HOOD FRAMED HALL NEH 2x6 I-HR HOOD FRAMED HALL CDP2023-0059 FLOOR PLAN GENERAL NOTES: I. PROVIDE ALL HOSE BIBS 4 SPRINKLER SYSTEMS HI BACK FLOH PREVENTION DEVICES. PROVIDE HOSE BIBS HITH VACUUM BREAKERS. 2. PROVIDE SAFETY 6LAZIN6 IN HAZARDOUS AREAS SUCH AS 6LASS IN DOORS 4 6LAZIN6 ADJACENT TO SUCH DOORS AS HELL AS 6LAZIN6 ADJACENT TO HALKIN6 SURFACES. ALL NEH 0LAZIN0 HILL BE INSTALLED HITH A CERTIFYIN6 LABEL ATTACHED, SHOHIN6 THE U-VALUE. 3, ALL HATER CLOSETS SHALL HAVE A MINIMUM FRONT CLEARANCE OF 24". 4. IN SHOHERS AND TUB-SHOHER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXIN6 VALVES, PER UPC SECTION 412.l. 5. SEE SHEET A-5, SECTION 4.303 FOR ALL HATER CONSERVATION MEASURES INCLUDIN0 FLOH RATES FOR ALL INTERIOR PLUMBING FIXTURES. 6. GLAZIN0 @ SHOHER 4 TUB ENCLOSURES SHALL BE OF TEMPERED 0LASS, LAMINATED OR APPROVED PLASTICS. VERIFY TYPE HITH OHNER. l. 0AS VENTS AND NONCOMBUSTIBLE PIPIN0 IN HALLS, PASSIN6 THROU6H THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR OR CEILIN6. CBC, SECTION 111.3 8. THE DISCHAR0E POINT FOR EXHAUST AIR HILL BE AT LEAST 3' FROM ANY OPENIN6 HHICH ALLOHS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDIN6. EXHAUST DUCTS AND DRYER VENTS SHALL BE EQUIPPED HITH BACK-DRAFT DAMPERS. 9. 10. 11. 12. 13. 14. 15. SLEEPIN6 ROOMS SHALL HAVE A HINDOH OR EXTERIOR DOOR FOR EMER6ENCY ESCAPE. BOTTOM OF CLEAR OPENIN6 SHALL NOT EXCEED 44" ABOVE THE FLOOR. HINDOHS MUST HAVE AN OPENABLE AREA OF AT LEAST 5.1 SQUARE FEET HITH THE MINIMUM OPENABLE HIDTH 20" AND THE MINIMUM OPENABLE HEl6HT 24". THE EMER6ENCY DOOR OR HINDOH SHALL BE OPENABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENIN0 HITHOUT THE USE OF SEPARATE TOOLS. PROVIDE FIRESTOPS, VERTICAL AND HORIZONTAL, IN ENCLOSED SPACES AT 10'-0" INTERVALS MAXIMUM. COMBUSTION AIR FOR FUEL BURNIN6 HATER HEATERS HILL BE PROVIDED IN ACCORDANCE HITH UPC SECTION 501 AND TABLE 5-1. ALL ABS AND PVC PIPIN6 AND FITTIN65 SHALL BE ENCLOSED HITHIN HALLS AND FLOORS COVERED HITH TYPE X 6YP BD OR SIMILAR ASSEMBLIES THAT PROVIDE THE SAME LEVEL OF FIRE PROTECTION. PROTECTION OF MEMBRANES 15 NOT REQUIRED. SHOl-'IER COMPARTMENTS AND BATHTUBS HITH INSTALLED SHOHER HEADS SHALL BE FINISHED HITH A NONABSORBENT SURFACE THAT EXTENDS TO A HEl6HTS OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. ALL PLUMBIN6 FIXTURES AND FITTIN65 HILL BE HATER CONSERVIN6. PLUMBING FIXTURES AND FITTIN65 SHALL BE INSTALLED IN ACCORDANCE HITH THE CALIFORNIA PLUMBIN6 CODE. DOOR / WINDOW NOTES= I. ALL OPENABLE HINDOHS ARE TO HAVE SCREENS, 2. MANUFACTURED DOORS AND HINDOHS ARE TO MEET ANSI OR NHMA STANDARDS AND ARE SO LABELED. 3. ALL EXTERIOR OPENIN65 ARE TO BE FULLY HEATHERSTRIPPED, CAULKED AND SEALED. 4. ALL SLIDING 6LASS DOORS AND HINDOHS MARKED "TEMP" ARE TO HAVE TEMPERED GLASS. 5. HINDOHS ARE TO BE VINYL FRAMED, DUAL GLAZED, CLEAR GLASS, U.N.O. 6. SEE T-24 CALCS FOR 6LAZIN6 REQUIREMENTS AND VALUES. ,. THE MANUFACTURED HINDOHS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATIN6 COUNCIL !NFRC) AND SHOHIN6 COMPLIANCE HITH THE ENER6Y CALCULATION. ROOF PLAN NOTES 1. ROOF MATERIALS, INSTALL OVER SIN6LE LAYER OF 15# FELT A) MANUFACTURER, 6AF B) PRODUCT NAME/NUMBER, TIMBERLINE C) ICC APPROVAL NUMBER, ESR-1415 2. PROVIDE ATTIG VENTILATION. MINIMUM VENT AREA IS 1/150 OF ATTIG AREA or 1/300 OF ATTIC AREA IF AT LEAST 50% OF THE REQUIRED VENT IS@ LEAST 3'-0" ABOVE EAVE VENTS OR CORNICE VENTS. ATTIC VENTILATION OPENIN6S SHALL BE COVERED r!ITH CORROSION RESISTANT METAL MESH rllTH MESH OPENIN6S OF 1/4" IN DIMENSION. 3. PROVIDE 0ALVINIZED 26 0A. IRON ROOF FLASHIN6@ ALL ROOF and HALL INTERSECTIONS, VALLEYS, and 6.1. DIVERTERS ov/ EXTERIOR DOORWAYS and Hl6H SIDE OF FIREPLACE CHIMNEY STACKS (i"IHERE OCCURS). 4. PROVIDE PL YliOOD GRIGKETS and 6,1. FLASHING, @ ANY and ALL PRECARIOUS HATER COLLECTION SPOTS ON ROOF TO DIVERT HATER TO NATURAL ROOF FLOrl. 1/4" /FT. MIN.@ VALLEYS. 5. ALL 0.1. FLASHIN0 SHALL ElE PER 5.MA.C.N.A. STANDARDS. 6. A GLASS A ROOF ASSEMBLY SHALL BE INSTALLED. 1. ROOF MOUNTED EQUIPMENT MUST BE SCREENED AND ROOF PENETRATIONS SHOULD BE MINIMIZED. 8. PER CITY POLICY, HIRIN6 15 NOT PERMITTED ON THE ROOF OF A BUILDIN6 AND Y'!IRIN6 ON THE EXTERIOR OF A BUILDIN6 REQUIRES APPROVAL BY THE BUILDIN6 OFFICIAL DATE B.26.22 9.5.22 thrv 3.16.23 5.15.23 11.20.23 I.B.24 REVISIONS PROJECT START DE516N REVISIONS PLAN CHECK SUBMITTAL MINOR CDP SUBMITTAL PLAN CHECK RESUBMITTAL MINOR CDP RESUBMITTAL PLAN CHECK RESUBMITTAL z ::i a.. LL 0 0 a: --z <( _J a.. a: 0 0 _J LL A-2 !I i I I I I, ... I I ~~~-~~ J-L,Y-;-\'-,!-'--H,-y-,+.Lf,1-Y[i' 11 1 I 111H ' I ' • ! I I IJJlltU I I I I NORTH ELEV A TION SCALE , 1/4" = 1'-0" irn· .·.· . . ,", . WEST ELEVATION SCALE , 1/4" = l'-0" SOUTH ELEV A TION SCALE , 1/4" = 1'-0" ~· .. --~----· . . - I I I I I I 11 11 I ' --,---l LI \ I I I I LJ~T~!-JL 11 I ' I I I I I I I I! I ··11 ~- EAST ELEVATION SCALE : 1/4" = 1'-0" EXTERIOR ROOFIN6, TRIM, HALLS, HINDOHS, AND COLOR PALETTE OF THE ADU ARE TO MA TGH THE EXISTIN& RESIDENCE . I 11 i I ;I \ I 11 I ' ---------I' II I I Ut,1 ~ 7 -II lLLl r COMPOSITION SHIN6LE I ROOFIN6 ·---·--··--- -- I -r I .,_,,,. T ~ rn - - t IOOe-fm VENTED RAN6E ------------- HOOD ..,; B-VENT THRU -------- ROOF ABOVE 5Ic:fm (MIN) EXHAUST FAN FOR IAQ REQUIREMENTS I8POObtu CONDENSER FOR DUCTLESS MINI-SPLIT HVAG 40 6ALLON HEAT···· . ...___ PUMP HATER HEATER Rheem HPLD40-IRH PER CITY POLICY, HIRIN6 IS NOT PERMITTED ON THE ROOF OF A BIJILDIN6 AND HIRIN6 ON THE EXTERIOR OF A BIJILDIN6 REQUIRES APPROVAL BY THE BUILDIN6 OFFICIAL VIN L FRAMED HINDOHS ___ .__ \_ I" STUCCO SIDIN6 o/ LINE HIRE 4 BIJILDIN6 PAPER ELECTRICAL PLAN SCALE , 1/4" = 1'-0" ELECTRICAL LEGEND= f ST AND ARD Si-'1I T CH +34" ts 3-HAY SHITGH +34" f DIM SHITGH W DIMMER =-Ii' DOUBLE OUTLET = GFGI OUTLET ON 6ROUND FAULT INTERRUPT CIRCUIT = AFGI OUTLET ON ARC FAULT INTERRUPT CIRCUIT □ RECESSED GAN Ll&HT $-DECORATIVE Ll6HT FIXTURE (BY OHNER) ~ 80GFM EXHAUST FAN TO THE OUTSIDE..,; HUMIDITY SENSOR -SEE ELEG. NOTE 116 r-$-x vs MS EXTERIOR HALL MOUNTED FIXTURE GEILIN6 FAN (BY OHNER) ELECTRICAL BOX FOR CHANDELIER MOUNTIN6 MUST BE RATED TO HOLD A MINIMUM OF 10LBS SMOKE DETECTOR GEILIN6 MT'D COMBINATION SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR VAGANG Y SENSOR MOTION SENSOR CDP2023-0059 ELECTRICAL NOTES= I. IN BATHS, LAUNDRY OR UTILITY ROOMS, PROVIDE FIXTURES THAT PROVIDE AT LEAST 40 LUMENS/HATT, OR PROVIDE INCANDESCENT FIXTURES ON A "MANUAL ON OCCUPANT SENSOR." 2. ALL 125 VOLT, SINGLE PHASE, 15-AND 20-AMPERE RECEPTACLES INSTALLED IN BATHROOMS, OUTDOORS, KITCHEN COUNTERS AND AT 1-'!ET BARS ARE TO BE PROTECTED HITH &ROUND FAULT INTERRUPTER PROTECTION IN COMPLIANCE HITH NEG Art. 210-8. 3. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 20-AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. NEG Art. 210-52 (d) 4. ALL 120 VOLT, IS-AND 20-AMP BRANCH CIRCUITS SUPPL YIN6 OUTLETS INSTALLED IN DHELLIN6 UNIT FAMILY ROOMS, DININ6 ROOMS, LIVIN6 ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLl-'IAYS, OR SIMILAR ROOMS OR ARES SHALL BE PROVIDED HITH ARC FAULT CIRCUIT INTERRUPTER PROTECTION. 5. ALL NEH OUTLETS SHALL BE TAMPER RESISTANT. 6. PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR GHAN&ES PER HOUR IN BATHROOMS, HATER CLOSET COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS. 1. OUTDOOR Ll0HTIN0. ALL LUMINAIRES MOUNTED TO THE BIJILDIN0 OR TO OTHER BIJILDIN6S ON THE SAME LOT SHALL BE Hl6H EFFICACY LUMINARIES AND MUST BE CONTROLLED BY A MANUAL ON/OFF SHITGH AND CONTROLLED BY ONE OF THESE AUTOMATIC CONTROL TYPES, PHOTOCONTROL AND A MOTION SENSOR, OR ASTRONOMICAL TIME GLOCK, OR ENER&Y MANA&EMENT CONTROL SYSTEM. e,, KITCHENS. ALL THE INSTALLED i-'IATTA6E OF LUMINAIRES IN KITCHENS SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON/OFF SHITGH IN ADDITION TO A VACANCY SENSOR OR DIMMER. UNDER CABINET LIGHTING SHALL BE SHITCHED SEPARATELY. 9. Ll0HTIN6 IN BATHROOMS, 6ARA6ES, LAUNDRY ROOMS AND UTILITY ROOMS. ALL LUMINARIES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY A VACANCY SENSOR. 10. OTHER ROOMS. ALL LUMINARIES SHALL BE HI6H EFFICACY AND SHALL HAVE A MANUAL ON/OFF SHITGH IN ADDITION TO A VACANCY SENSOR OR DIMMER. CLOSETS THAT ARE LESS THE 10 SQUARE FEET ARE EXEMPT FROM THIS REQUIREMENT. II. PERMANENTLY HIRED SMOKE DETECTORS..,; BATTERY BACKUP SHALL BE INSTALLED IN THE FOLLOHIN6 LOCATIONS PER GRG SECTION RBl4.3.4, N INSIDE EACH BEDROOM B) OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS C) ON EACH STORY, INGLUDIN6 BASEMENTS •NOTE, HHEN MORE THAN ON SMOKE ALARM IS REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM HILL ACTIVATE ALL OF THE ALARMS IN THE UNIT. HIRING SHALL BE PERMANENT AND HITHOUT A DISCONNEGTIN6 SHITGH OTHER THAN AS REQUIRED FOR OVER CURRENT PROTECTION. THE ALARM SHALL BE GLEARL Y AUDIBLE IN ALL BEDROOMS OVER BAGK&ROUND NOISE LEVELS HITH ALL INTERVENING DOORS CLOSED. SMOKE DETECTORS SHALL EMIT A SIGNAL HHEN THE BATTERIES ARE LOH. EXCEPTION, SMOKE ALARMS IN EXISTING DHELLINGS NEED NOT BE HARD HIRED AND INTERCONNECTED AND MAY BE SOLELY POHERED BY BATTERIES. IT IS THE OHNER'S RESPONSIBILITY TO PROPERLY CHECK BATTERIES FOR LEVELS OF POHER. 12. PERMANENTLY HIRED CARBON MONOXIDE DETECTORS..,; BATTERY BACKUP SHALL BE INSTALLED IN THE FOLLOHIN6 LOCATIONS, A) OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS B) ON EACH STORY, INGLUDIN6 BASEMENTS *NOTE, HHEN MORE THAN ON CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM HILL ACTIVATE ALL OF THE ALARMS IN THE UNIT. EXCEPTION, CARBON MONOXIDE DETECTORS IN EXISTIN6 DHELLIN6S NEED NOT BE HARD HIRED AND INTERCONNECTED AND MAY BE SOLELY POHERED BY BATTERIES. IT IS THE OHNER'S RESPONSIBILITY TO PROPERLY CHECK BATTERIES FOR LEVELS OF POl-'IER. 13. ALL LUMINARIES SHALL BE Hl6H EFFICACY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR OR DIMMER. 14. SYSTEMS USIN& A &AS GOOKTOP TO SERVE INDIVIDUAL DHELLING UNITS SHALL INCLUDE THE FOLLOHIN6, A) A DEDICATED 240 VOLT BRANCH CIRCUIT SHALL BE INSTALLED HITHIN 3' FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP HITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MIN. THE BLANK GOVER SHALL BE IDENTIFIED AS "240V READY". ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE 1-'!ITH THE GEG. B) THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOH FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC GOOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE". 15. CLOTHES DRYER LOCATIONS HITH 6AS PLUMBIN6 TO SERVE INDIVIDUAL Di-'IELLING UNITS SHALL INCLUDE THE FOLLOHING, A) A DEDICATED 240 VOLT BRANCH CIRCUIT SHALL BE INSTALLED HITHIN 3' FROM THE CLOTHES DRYER AND ACCESSIBLE TO THE CLOTHES DRYER HITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MIN. THE BLANK GOVER SHALL BE IDENTIFIED AS "240V READY". ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE HITH THE GEG. B) THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOH FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE". SOLAR SYSTEM NOTES= ALL NEH RESIDENTIAL UNITS ARE REQUIRED TO BE ENER6Y STORAGE SYSTEM READY. PROVIDE THE FOLLOl-'IING PER GEG, A) AT LEAST ONE OF THE FOLLOHING SHALL BE PROVIDED, I) ESS READY INTERCONNECTION EQUIPMENT HITH A MINIMUM BACKED-UP CAPACITY OF 60 AMPS AND A MINIMUM OF FOUR ESS-SUPPLIED BRANCH CIRCUITS, OR B) A DEDICATED RAGEHAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(s)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RAGEHAY SHALL BE NOT LESS THAN I". THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS (SUBPANEL) MUST BE LABELED "SUBPANEL SHALL INCLUDE ALL BACKED UP LOAD CIRCUITS". C) A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRl6ERA TOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY E6RESS AND AT LEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET. D) THE MAIN PANELBOARD SHALL HAVE A MINIMUM BIJSBAR RATING OF 225 AMPS. E) SUFFICIENT SPACE SHALL BE RESERVED TO ALLOH FUTURE INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/TRANSER SHITGH HITHIN 3' OF THE MAIN PANELBOARD. RAGEHAYS SHALL BE INSTALLED BETHEEN THE PANELBOARD AND THE SYSTEM ISOLATION EQUIPMENT/TRANSFER SHITGH LOCATION TO ALLOl-'l THE CONNECTION OF BACKUP POHER SOURCE. I, DATE REVISIONS 8.26.22 PROJECT START 9.5.22 DESl6N thru REVISIONS 3.16.23 5.15.23 PLAN CHECK SUBMITTAL MINOR GDP 11.20.23 SUBMITTAL PLAN CHECK RESUBMITTAL MINOR GDP I.B.24 RESUBMITTAL PLAN CHECK tii I ~ ~ RESUBMITTAL 5 01 .- a. 0 -.\) N :::, -01 I:: '1 ...J xU .G> 0 .. -i Ill o -u i 0 L . "' IL r: C 00 "' </) ~ 0 -"' a.. O> :::, 0) st 8 0 u .-~ "' -' "' st E N Ill N Ii' ~ Ill 0 s -.ll ~ r~ ~ "' L " l:l JC -o_~ " 0 C <( <( .3 0 N ~ -<O '"O Cl) I.() (lj a.. O> .0 C".) .!!2 z <( _J a.. _J <( () -~ w _J w --CJ) z 0 ~ w _J w a: 0 -a: w ~ w L. (lj 0 A-3 INSTALLATION STANDARD FOR TILE-LINE SHOv"IER RECEPTORS (AND REPLACEMENTS) IAPMO IS 4-2006 THIS STANDARD SPECIFICATION FOR THE INSTALLATION Of TILE-LINED SHOv"IER RECEPTORS IS THE RESULT Of EXTENSIVE STUDY AND RESEARCH BY THE FOLLOv"IING, -CERAMIC TILE INSTITUTE ASSOCIATED -ASSOCIATED TILE CONTRACTORS Of SOUTHERN CALIFORNIA, INC. -TILE LAYERS LOCAL NO. IB Of I.U.B.A.C., UNITED STATES AND CANADA -TILE HELPERS LOCAL NO. IB Of I.U.B.A.C., Of THE UNITED STATES AND CANADA RECEPTOR LININ0 MUST EXTEND 3" (16 mm) ABOVE TOP OF FINISHED DAM AND OUTV'IARD ON FACE Of ROUGH JAMB RECEPTOR LINING MUST -- EXTEND 3" (16 mm) ABOVE TOP Of FINISHED DAM AND OUTv"IARD ON FACE Of ROUSH JAMB \ FINISH HIEGHT Of DAM TO BE AT LEAST 2" (SI mm) ABOVE HIGH POINT OF SHOr!ER DRAIN FUR OUT OR NOTCH- STUDS TO RECEIVE LINING ~ l~±j:jt=f\"q'1', i-t--j-1 KEEP LINING FLUSH •~ 11 _ HITH FACE Of STUDS l[.l-~+-1::l\t-~ RECEPTOR LINING SHALL BE PITCHED NOT LESS THAN 1/4" PER FOOT (20.Bmmlm) TO v"IEEP HOLES IN DRAIN RECEPTOR LINING TRUNED OVER DAM AND THOROUGHLY TACKED OUTSIDE. NO PUNCTURES LESS THAN I" ABOVE THE FINISHED DAM OR OR FURRING ' ,,_p1,SS "--""1---1 .._ s~N-l-etlc-<; 61P' l-E MORTAR SETTING ---lrrL--=3=''t"=l1=59t"'=rn~~=➔==i=+'":~~s BED HITH APPROVED ~ I~ ' HATERPROOFING _ --...., ~ ADDITIVE , ----...,-THRESHOLD ON THE INTERIOR AND TOP Of DAM OR THRESHOLD ~ I-' -........ .- : ~ .c:; SEE SECTION 2.5 1024 (0.66mm) MINIMUM FLOOR AREA FINISH FLOOR TO HAVE MINIMUM Of 1/4" (20.Bmmlm) AND MAXIMUM OR 1/2" (41.1 mm/m) PITCH TO DRAIN PER FOOT FLANGE Of APPROVED TYPE SUB DRAIN SET EXACTLY LEVEL HITH SUB FLOOR V'IITH CLAMPING> RING OR OTHER DEVICE TO MAKE TISHT CONNECTION HITH RECEPTOR LINING FOR RECEPTOR LININ0 SEE SECTION 4.2 --MINIMUM Of 0.05 INCH THICKNESS STRAINER TYPICAL WINDOW FLASHING I LINTEL : 1, ROUGH-IN OPENlN0 ., ------- STEP I ATTACH SILL STRAP AT LEAST 9" HIDE HITH TOP EDGE EVEN HITH THE ROUGH SILL; EXTEND BEYOND THE EDGE Of THE OPENING AT LEAST 8". SECURE ALL FLASHING MATERIAL JAIITH GALVANIZED NAILS OR POJAIER-DRIVEN. ~ -; I STEP 3 APPLY A BEAD OF CAULKING TO THE BACK SURFACE OF HINDOJAI JAMB. INSTALL JAIINDOJAI INTO ROUGH OPENING JAIITH SILL AND JAMB FLANGES OVER PREVIOUSLY INSTALLED FLASHING. ATTACH HEAD FLASHING OVER THE HINDOJAI FLANGE. STEP 2 \.. ----------~ , ,._. LINTEL ------------- ' .._'C'-"c, -----"', ' " ----------__ .J ------------7 ' ' __ , ____ f'!ir-• -------'--- SILL J ------ --------- ATTACH JAMB STRIPS VilTH SIDE EDGE EVEN JAIITH ROUGH-JAMB FRAMING. START STRIP I" BELOH LOJAIER EDGE OF SILL STRIP AND EXTEND 4" ABOVE LOJAIER EDGE OF LINTEL. I \ 2" MIN C l ------------- B STEP 4 COMMENCING AT THE BOTTTOM (SOLE PLATE) OF THE JAIALL, LAY BUILDING> PAPER UNDER SILL STRIP. CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE LINE ON EACH! SIDE OF OPENING (SHOJAIN AS SHORT DASH LINES) DO NOT SLICE BUILDING PAPER HORIZONTALLY SO THAT THE PAPER HILL LAP OVER THE JAMB STRIPS. INTALL SUCCESSIVE LINES OF BUILDING PAPER (B,C,D,E ETC.) OVER JAMB AND HEAD FLANGES, LAPPING EACH COURSE. TYPICAL TILE INSTALLATION GA FILE NO. WP 8105 ~(I) LAYER 5/8" TYPE 'X' 0YPSIJM SHEATHING APPLIED PARALLEL TO 2x4 STUDS SPACED 16" o.c.. H/ 1-3/4" GALVANIZED ROOFING NAILS @ 4" o.G. AT VERTICAL JOINTS AND@ l" o.c.. AT INTERMEDIATE STUDS AND TOP 4 BOTTOM PLATES r EXTERIOR CLADDING l:J\ , a ilOi\ JC>E C(ll_l[!R;ly l'l:FfflllllJlB __ IX'1{l0!lMf-N \ I ' n I U ilOR SDE Rl5 BATT INSULATION 2x4 STUDS @ 16" 0.C. (I) LAYER 5/8" TYPE 'X' GYPSUM v"IALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS,.; bd COATED NAILS, 1-1/8" LONG, 0.0915" SHANK, 1/4" HEADS @ l" O.C. /' ~ 1-HR FIRE RATED EXTERIOR WALL l 3 \.. ~ 1-HR FIRE RATED EAVE FRAMING PER PLAN --=:::::----,_ ----=-"'...::: ____ _ ~'STC'CLIP ~ ~ GYP. BD. (TYP)-c.....__ -DOUBLE TOIP PLATE ,,,,; 1/2" GAP TO FRMG ABOVE ....________ NON-BEARING FRAME v"IALL -~~ 2X4 FDN. GRADE ~-~ - SILL JAi/ POJAIER DRIVEN ANCHORS @ 32" O.C. I.C.B.0. 1141 -CONCRETE FLOOR ~ I NON-BEARING INTERIOR WALL .. BUILDING PAPER ~ t.~STUCCO SIDING ~ .. ' ~--r!ALL CONSTRUCTl<ON ~ :i_~TOP OF SLAB 1///a " r. ~...,,.,,.l~· --~i- ... ·,:. "'' . • "' &· • •.. Y---+----JAIEEP SCREED " ' ~ •. L----dl+-----CONC. FDN. FACE ~ • r;INISHED GR.ADE/ , • /.filiii .• , / ;"LOPE FROM : ·• I ~ ,,cc-,,, STRUCTURE ..• f=""' ' 1111'9. rJlpll" 4" ABOVE EARTH 2" ABOVE PAVING STUCCO SCREED I ,,. .. KITCHEN LJ SECTION B SCALE , 1/4" = l'-0" • BED 1 LAUNDRY SECTION A SC.ALE , 1/4" = l'-0" -. GREAT RM l '-- KITCHEN ' ' . Ui _, !D CDP2023-0059 DATE B.26.22 9.5.22 thru 3.16.23 5.15.23 11.20.23 I.B.24 1ii a ~ ~ ! REVISIONS PROJECT START DESIGN REVISIONS PLAN CHECK SUBMITTAL MINOR CDP SUBMITTAL PLAN CHECK RESUBMITTAL MINOR CDP RESUBMITTAL PLAN CHECK RESUBMITTAL ()1 ' Q ,I) N -(!l f: <! X \.J 0 ~- IO o . u 0 L . "' 0. r: (J) z 0 b w (J) CJ z -0 .....J -:::) m --~ -~ w 0 .....J ~ ~ ~ I 0 a: <( C "' <Jl 'Sf ll Q u -~ ()1 - ' "' 'Sf E N lJ) N ~ ~ lJ) Q C ~2 ' "' ~ L .. 1l _£ -ll_'~ ~ A-4 I '' I ' I SEC.TION 4.106 SITE DEVELOPMENT 4.106.1 0ENERAL PRESERVATION AND IJSE OF AVAILABLE NATURAL RESOURCES SHALL BE ACCOMPLISHED THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE NEG>ATIVE EFFECTS ON THE SITE AND ADJACENT AREAS. PRESERVATION OF SLOPES, HANAG>EMENT OF STORM V'IATER DRAINAG>E AND EROSION CONTROLS. 4.1106.2 STORM V'IATER DRAINAGE AND RETENTION DURING> CONSTRUCTION. PROJECTS HHICH DISTURB LESS THAN ONE AGRE OF SOIL AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT HHIGH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAG>E STORM V'IATER DRAINA<SE DURIN6 CONSTRUCTION. IN ORDER TO MANAGE STORM V'IATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOHING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE. I. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM V'IATER ON THE SITE. 2. HHERE THE STORM V'IATER IS CONVEYED TO A PUBLIC DRAINA<SE SYSTEM, COLLECTION POINT, <SUTTER OR SIMILAR DISPOSAL METHOD, V'IATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, V'IATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. 3. COMPLIANCE HITH A LAHFULLY ENACTED STORM V'IATER MANAG>EMENT ORDINANCE. 4.106.3 6RADIN6 AND PAVING>. I. SV'IALES 2.V'IATER COLLECTION AND DISPOSAL SYSTEMS 3. FRENCH DRAINS 4. V'IATER RETENTION 0ARDENS 5. OTHER V'IATER MEASURES HHIC.H KEEP SURFACE V'IATER AV'IAY FROM BUILDIN<SS AND AID IN GROUNDV'IATER RECHARGE. EXCEPTION, ADDITIONS AND ALTERATIONS NOT ALTERIN6 THE DRAINA6E PATH. SECTION 4.303 INDOOR i"IATER USE. 4.303.1 i"IATER GONSERVIN6 PLUMBING> FIXTURES AND FITTING>S. PLUMBIN6 FIXTURES (V'IATER CLOSETS AND URINALS) AND FITTIN6S (FAUCETS AND SHOHERHEADS) SHALL GOMPL Y HITH THE FOLLOHING, 4.303.1.1 V'iA TER CLOSETS THE EFFEC. TIVE FLUSH VOLUME OF ALL V'iA TER CLOSETS SHALL NOT EXCEED 1.28 6ALLONS PER FLUSH. TANK-TYPE HATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA HATER SENSE SPECIFICATION FOR TANK-TYPE TOILETS. NOTE, THE EFFECTIVE FLIJSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERA6E FLUSH VOLUME OF THO REDUCED FLUSHES ONE FULL FLUSH. 4.303.1.2 URINALS THE EFFECTIVE FLUSH VOLUME OF URINALS SHALL NOT EXCEED 0.5 6ALLONS PER FLUSH. 4.303.1.3 SHOHERHEADS 4,303.1.3.1 SING>LE SHOHERHEAD SHOHERHEADS SHALL HAVE A MAXIMUM FLOH RATE OF NOT MORE THAN 1.8 6ALLONS PER MINUTE AT ea PSI. SHOHERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.5. EPA V'IATERSENSE SPEC.IFIGATION FOR SHOHERHEADS. 4.303.1.3.2 MULTIPLE SHOHERHEADS SERVIN& ONE SHOHER. HHEN A SHOHER IS SERVED BY MORE THAN ONE SHOHERHEAD, THE COMBINED FLOH RATE OF ALL SHOHERHEADS AND/OR OTHER SHOHER OUTLETS CONTROLLED BY A SIN6LE VALVE SHALL NOT EXCEED I.El 0ALLONS PER MINUTE AT 80 PSI, OR THE SHOHER SHALL BE DESl6NATED TO ALLOH ONLY ONE SHOHER OUTLET TO BE IN OPERATION AT A TIME. NOTE, A HAND-HELD SHOHER SHALL BE CONSIDERED A SHOHERHEAD. 4.303.1.4 FAUCETS. 4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETS. MAXIMUM FLOH RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 6ALLONS PER MINUTE AT 60 PSI. THE MINIMUH FLOl-i RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0,B GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC. IJSE AREAS. THE MAXIMUM FLOH RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DHELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 6ALLONS PER MINUTE AT 60 PSI. 4.303.1.4.3 METERING> FAUCETS. METERING FAUCETS HHEN INSTALLED IN RESIDENTIAL BUILDIN6S SHALL NOT DELIVER MORE THAN 0.25 6ALLONS PER CYCLE. 4.303.1.4.4 KITCHEN FAUCETS. THE MAXIMUM FLOl-i RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 6ALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOH ABOVE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 6ALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT MAXIMUM FLOH RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE, HHERE COMPL YIN& FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 4.303.2 STANDARDS FOR PLUMBIN6 AND FITTING>S. PLUMBING FIXTURES AND FITTIN6S SHALL BE INSTALLED IN ACCORDANCE HITH THE CALIFORNIA PLUMBIN6 CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE I401.I OF THE CALIFORNIA PLUMBIN6 CODE. SEC.TION 4.B04 OUTDOOR i"IATER USE 4.304.1 IRRIG>ATION CONTROLLERS. AUTOMATIC IRRl6ATION SYSTEM CONTROLLERS FOR LANDSCAPIN6 PROVIDED BY THE BUILDER AND INSTALLED AT THE SAME TIME OF FINAL INSPECTION SHALL COMPLY HITH THE FOLLOHING. I. CONTROLLERS SHALL BE HEATHER-OR SOIL-MOISTURE-BASED C.ONTROLLERS THAT AUTOMATIC.ALLY ADJ.JS T IRRIGATION IN RESPONSE TO C.HANGES IN PLANT'S NEEDS AS HEATHER CONDITIONS CHANGE. 2. HEATHER-BASED CONTROLLERS HITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE HIRED OR HIRELESS RAIN SENSOR HHIGH CONNECTS OR COMMUNICATES HITH THE CONTROLLER(S). SOIL MOISTURE-BASED CONTROLLERS ARE NOT REGlUIRED TO HAVE RAIN SENSOR INPUT. NOTE, MORE INFORMATION REGARDING IRRIGATION CONTROLLER FUNCTION AND SPECIFICATIONS IS AVAILABLE FROM THE IRRl0ATION ASSOCIATION. CALIFORNIA GREEN BUILDING STANDARDS CODE SEc.TION 4.406 ENHANCED DURA61LITY AND REPIJC,ED MAltm::~NGE 4.406.1 RODENT PROOFING>. ANNULAR SPACES AROUND PIPES, ELECTRIC GABLES, CONDUITS AND OTHER OPENIN6S IN SOLE/BOTTOH PLATES AT EXTERIOR V'IALLS SHALL BE PROTECTED AG>AINST PASSAG>E OF RODENTS BY CLOSING SUCH OPENINGS HITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORGIN6 AG>ENGY. SECTION 4.408 CONSTRUCTION 1-iASTE REDUGTION, DISPOSAL AND RECYCLING 4.408.I CONSTRUCTION HASTE MANAGEMENT. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION V'IASTE IN AC.C.ORDANGE 1-ilTH EITHER SECTION 4.40B.2, 4.408.3 OR 4.408.4, OR MEET A MORE STRING>ENT LOCAL CONSTRUCTION AND DEMOLITION V'IASTE MANAGEMENT ORDINANCE. EXCEPTIONS, I. EXCAVATED SOIL AND LAND-CLEARING> DEBRIS. 2. ALTERNATE V'IASTE REDUCTION METHODS DEVELOPED BY l"<ORKIN0 HITH LOCAL AGENCIES If DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE HITH THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE. 3. THE ENFORCING AG>ENCY MAY MAKE EXCEPTIONS TO THE REGlUIREMENTS OF THIS SECTION HHEN ISOLATED JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. 4.408.2 CONSTRUCTION V'IASTE MANA6EMENT PLAN. SUBMIT A CONSTRUCTION HASTE MANAGEMENT PLAN IN CONFORMANCE HITH ITEMS I THROUGH 5. THE CONSTRUCTION V'IASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING A6ENGY. I. IDENTIFY THE CONSTRUCTION AND DEMOLITION HASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY REGYGLIN6, REUSE ON THE PROJECT OR SALVAG>E FOR FUTURE USE OR SALE. 2. SPECIFY IF CONSTRUCTION AND DEMOLITION V'IASTE MATERIALS HILL BE SORTED ON-SITE (SOURCE-SEPARATED) OR BULK MIXED (SINIS>LE STREAM). 3. IDENTIFY DIVERSION FACILITIES HHERE THE CONSTRUCTION AND DEMOLITION V'IASTE MATERIAL HILL BE TAKEN. 4. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION AND DEMOLITION V'IASTE 6ENERATED. 5. SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION V'IASTE MATERIALS DIVERTED SHALL BE CALGULA TED BY HEIG>HT OR VOLUME, BUT NOT BY BOTH. 4.408.3 HASTE MANA6EMENT COMPANY. UTILIZE A V'IASTE MANAG>EMENT COMPANY, APPROVED BY THE ENFORCEMENT AGENCY, HHIGH GAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTA0E OF CONSTRUCTION AND DEMOLITION V'IASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES HITH SECTION HITH 4.40B.I. NOTE, THE OHNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION AND DEMOLITION HASTE MATERIALS i"IILL BE DIVERTED BY A V'IA5TE MANA6EMENT COMPANY. 4.408.4 HASTE STREAM REDUCTION ALTERNATIVE. PROJECTS THAT 6ENERATE A TOTAL COMBINED HEIG>HT OF CONSTRUCTION AND DEMOLITION V'IASTE DISPOSED OF IN LANDFILLS, HHIC.H DO NOT EXCEED FOUR (4) LBS./SGl. FT. OF THE BUILDIN0 AREA SHALL MEET THE MINIMUM 50 PERCENT CONSTRUCTION HASTE REDUCTION REGlUIREMENT IN SECTION 4.408.1. 4.408.4.1 V'IASTE STREAM REDUCTION ALTERNATIVE. (HR) PROJECTS THAT 0ENERATE A TOTAL C.OHBINED HEl6HT OF CONSTRUCTION AND DEMOLITION HASTE DISPOSED IN LANDFILLS, HHIC.H DO NOT EXCEED THO (2) POUNDS PER SGlUARE FOOT OF THE BUILDIN0 AREA, SHALL MEET THE MINIMUM 50-PERGENT CONSTRUCTION HASTE REDUCTION REGlUIREMENT IN SECTION 4.408.1. 4.408.5 DOCUMENTATION. DOCUMENTATION SHALL BE PROVIDED TO THE ENFORC.IN6 A0ENC.Y HHICH DEMONSTRATES COMPLIANCE i"IITH SECTION 4.408.2, ITEMS I THROUGH 5, SECTION 4.408.3 OR SECTION 4.408.4. NOTES, I. SAMPLE FORMS FOUND IN "A 6UIDE TO THE CALIFORNIA 0REEN BUILDIN0 STANDARDS GODE (RESIDENTIAL)" LOCATED AT ~.HC.D.GA.GOV/GAL0REEN.HTML MAY BE USED TO ASSIST IN DOCUMENTING> COMPLIANCE HITH THIS SECTION. 2. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C.4D) PROCESSORS C.AN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES REGYCLIN0 AND RECOVERY (GALREC.YCLE). SECTION 4.410 BUILDING MAINTENANCE AND OP!:RATION 4.4I0.I OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, HEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORC.IN0 A6ENC.Y HHIC.H INCLUDES ALL THE FOLLOl"IIN0 SHALL BE PLACED IN THE BUILDIN0, I. DIRECTIONS TO THE OHNER OR OC.C.VPANT THAT THE MANUAL SHALL REMAIN i"IITH THE BUILDIN0 THROU0HOUT THE LIFE CYCLE OF THE STRIJCTVRE. 2. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOl"IIN0, A. EGlUIPMENT AND APPLIANCES, INC.LUDIN6 HATER-SAVIN0 DEVICES AND SYSTEMS, HVAG SYSTEMS, i"IATER-HEATIN0 SYSTEMS AND OTHER MAJOR APPLIANCES AND EGlUIPMENT. B. ROOF AND YARD DRAINA0E, INGLUDIN0 GUTTERS AND DOHNSPOUTS. C.. SPACE C.ONDITIONIN0 SYSTEMS, INC.LUDIN0 CONDENSERS AND AIR FILTERS. D. LANDSCAPE IRRl0ATION SYSTEMS. E. V'IATER REUSE SYSTEMS. 3. INFORMATION FROM LOCAL UTILITY, V'IATER AND V'IASTE REC.OVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROG>RAMS 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 BETHEEN 30-60 PERCENT AND HHAT METHODS AN OGC.VPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RAN0E. 6. INFORMATION ABOUT V'IATER-GONSERVIN0 LANDSCAPE AND IRRl0ATION DESIG>N AND CONTROLLERS HHIC.H CONSERVE V'iA TER. 1. INSTRUCTIONS FOR MAINTAININ0 0UTTERS AND DOHNSPOUTS AND THE IMPORTANCE OF DIVERTING> HATER AT LEAST 5 FEET AV'IAY FROM THE FOUNDATION. 8. INFORMATION ON REGlUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING>, BUT NOT LIMITED TO, C.AULKIN6, PAINTING, 0RADIN0 AROUND THE BUILDIN0, ETC.. 'l. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PR00RAMS AVAILABLE. 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REGlUIRED BY THE ENFORCING A0ENGY OR THIS CODE. SECTION 4.503 FIREPLAc.ES 4.503.1 0ENERAL ANY INSTALLED 0AS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. ANY INSTALLED HOODSTOVE OR PELLET STOVE SHALL C.OMPL Y HITH U.S. EPA PHASE 11 EMISSION LIMITS i"IHERE APPLICABLE. HOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO C.OMPL Y HITH APPLICABLE LOCAL ORDINANCES. SECTION 4.504 POLLIJTANT CONTI<OL 4.504.1 COVERING> OF DUCT OPENING>S AND PROTECTION OF MECHANIC.AL EGlUIPMENT DURIN0 CONSTRUCTION. AT THE TIME OF ROU6H INSTALLATION, DURIN6 STORA0E ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING>, COOLING> AND VENTILATIN0 EGlUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENIN05 SHALL BE COVERED i"IITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORC.IN0 AG>ENC.Y TO REDUGE THE AMOUNT OF V'IATER, DUST AND DEBRIS, HHIGH MAY ENTER THE SYSTEM. 4.5042 FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY 1-ilTH THIS SECTION. 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REGlUIREMENTS OF THE FOLLOl"IIN0 STANDARDS UNLESS MORE STRIN0ENT LOCAL OR RE010NAL AIR POLLUTION OR AIR GlUALITY MANA0EMENT DISTRICT RULES APPLY. I. ADHESIVES, ADHESIVE BONDIN0 PRIHERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL C.OMPL Y 1-ilTH LOCAL OR RE0I0NAL AIR POLLUTION CONTROL OR AIR GIUALITY MANA6EMENT DISTRICT RULES HHERE APPLICABLE OR SCAGlMD RULE 1168 voe LIMITS, AS SHOl"IN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL HITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRIC.HLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOl"l. 2. AEROSOL ADHESIVE5, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR C.AULKIN6 COMPOUNDS (IN UNITS OF PRODUCT, LESS PAGKAG>ING, HHICH DO NOT HEI0H MORE THAN I POUND AND DO NOT CONSIST OF MORE THEN 16 FLUID OUNCES) SHALL C.OMPL Y 1-ilTH STATEHIDE voe. STANDARDS AND OTHER REGlUIREMENTS, INGLUDIN0 PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA GODE OF RE6ULATIONS, TITLE 11, COMMENC.IN0 HITH SECTION '14501. 4.504.2.2 PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL GOMPL y HITH voe LIMITS IN TABLE I OF THE ARB ARCHITECTURAL SU00ESTED CONTROL MEASURE, AS SHOl"IN IN TABLE 4.504,B, UNLESS MORE STRIN6ENT LOCAL LIMITS APPLY, THE voe. CONTENT LIMIT FOR COATIN65 THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS C.ATE00RIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY GLASSIFYIN0 THE COATIN0 AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS C.OATIN6, BASED ON ITS 0LOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36 AND 4.310F THE 2001 CALIFORNIA AIR RESOURCES BOARD, SU00ESTED CONTROL MEASURE, AND THE CORRESPONDIN0 FLAT, NONFLAT OR NONFLAT-Hl0H 6LOSS voe. LIMIT IN TABLE 4.504.3 SHALL APPLY. 4.5042.3 AEROSOL PAINTS AND C.OATIN0S. AEROSOL PAINTS AND COATING>S SHALL MEET THE PRODUC.T-HEl0HTED MIR LIMITS FOR ROG IN SECTION 'l4522(A)(3) AND OTHER REGlUIREMENTS, INCLUDIN0 PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETIN6 SUBSTANCES, IN SECTION 'l4522(C)(2) AND (0)(2) OF CALIFORNIA CODE OF RE6ULATIONS, TITLE 11, COMMENCING i"IITH SECTION '14520; AND IN AREAS UINDER THE JURISDICTION OF THE BAY AREA AIR GlUALITY MANA6EMENT VIS TRIG T ADDITIONALLY GOMPL Y HITH THE PERCENT voe. BY HEIG>HT OF PRODUCT LIMITS OF RE6ULATION e, RULE 4-'l. 4.5042.4 VERIFIC.ATIONI VERIFICATION OF COMPLIANCE HITH THIS SECTION SHALL BE PROVIDED AT THE REGlUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIHITED TO, THE FOLLOHIN0, I. MANUFACTURER'S PRODUCT SPECIFICATIONS. 2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 4.504.3 CARPET SYSTE'MS. ALL CARPET INSTALLED IN THE BUILDIN0 INTERIOR SHALL MEET THE TESTING> PRODUCT REQUIREMENTS OF ONE OF THE FOLLOHIN0, I. CARPET AND RU0 IN5TITUTE'S 0REEN LABEL PLUS PR00RAM. 2. CALIFORNIA DEPARTMENT OF PUBLIC. HEAL TH, "STANDARD METHOD FOR THE TESTIN0 AND EVALUATION OF VOLATILE OR0ANIG CHEMICAL EMISSIONS FROM INDOOR SOURGE5 USIN0 ENVIRONMENTAL CHAMBERS," VERSION I.I, FEBRUARY 2010 (ALSO KNOHN AS SPECIFICATION 01350.) 3. NSF/ANSI 140 AT THE GOLD LEVEL. 4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTA6E 00LD. 4.504.3.1 CARPET CUSHION. ALL CARPET CUSHION INSTALLED IN THE BUILDING> INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RU0 INSTITUTE'S GREEN LABEL PR00RAM. 4.504,32 CARPET ADHESIVE. ALL CARPET ADHESIVE SHALL MEET THE REGlUIREMENTS OF TABLE 4.504.1. 4.504.4 RESILIENT FLOORIN0 SYSTEMS. HHERE RESILIENT FLOORING> 15 INSTALLED, AT LEAST 00 PERCENT OF FLOOR AREA REC.EIVINl0 RESILIENT FLOORING> SHALL GOMPL Y HITH ONE OR MORE OF THE FOLLOHI NG>, I. voe EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR Hl0H PERFORMANCE SCHOOLS (GHPS) Hl0H PERFORMANCE PRODUCTS DATABASE. 2. PRODUCTS COMPLIANT i"IITH C.HPS CRITERIA CERTIFIED UNDER THE GREEN6UARD CHILDREN AND SCHOOLS PROG>RAM. 3. C.ERTIFIC.ATION UNDIER THE RESILIENT FLOOR GOVERIN0 INSTITUTE (RFCI) FLOORSGORE PR06RAM. 4. MEET THE GALIFORINIA DEPARTMENT OF PUBLIC. HEALTH, "STANDARD METHOD FOR THE TESTING> AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING> ENVIRONMENTAL CHAMBER, 'VERSION I.I,, FEBRUARY 2010 (ALSO KNOHN AS SPECIFICATION 01350). 4.504.5 GOHPOSITE V'IOOD PRODUCTS. HARDHOOD, PL YHOOD', PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD C.OMPOS:ITE HOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUIL.DIN0 SHALL HEET THE REGlUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE HOOD (11 CCR '13120 ET SEQ), BY OR BEFORE THE DA TES SPECIFIED IN THOSE SECTIONS, AS SHOHN IN TABLE 4.504.5. 4.504.5.1 DOCUMENTATION. VERIFICATION OF COMPLIANCE i"IITH THIS SECTION SHALL BE PROVIDED AS REGlUESTED BY THE ENFORCING A0ENCY. DOCUMENTATION SHALL INCLUDE AS LEAST ONE OF THE FOLLOHIN0, I. PRODUCT CERTIFICATIONS AND SPECIFICATIONS. 2. CHAIN OF CUSTODY CERTIFICATIONS. 3. PRODUCT LABELED AND INVOICED AS MEETIN0 THE COMPOSITE HOOD PRODUCTS RE6ULATION (SEE C.GR, TITLE 11, SECTION '13120, ET SEGl). 4. EXTERIOR GRADE PRODUCTS MARKED AS MEETIN0 THE PS-I OR PS-2 STANDARDS OF THE EN6INEERIN0 i"IOOD ASSOCIATION, THE AIJSTRALIAN AS/NZS 226'1 OR EUROPEAN 636 35 STANDARDS. 5. OTHER METHODS ACCEPTABLE TO THE ENFORGIN0 A0ENGY. SECTION 4.505 INTERIOR MOISTURE CONTROL 4.505.1 0ENERAL. BUILDIN05 SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING STANDARDS CODE. 4.502.2 CONCRETE SLAB FOUNDATIONS. CONCRETE SLAB FOUNDATIONS REGlUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDIN0 GODE, CHAPTER l'l OR CONCRETE SLAB-ON-6ROUND FLOORS REGlUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO GOMPL Y HITH THIS SECTION. 4.505.2.1 CAPILLARY BREAK. A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE HITH AT LEAST ONE OF THE FOLLOHIN0, I. A 4-INC.H-THIGK (101.6 MM) BASE OF ~ INCH (12.1 MM) OR LARGER GLEAN A00RE0ATE SHALL BE PROVIDED HITH A VAPOR RETARDER IN DIRECT C.ONTAC.T HITH CONCRETE AND A CONCRETE MIX DESI.SN, HHIC.H 1-ilLL ADDRESS BLEEDING, SHRINKA0E, AND GURLIN0, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AC.I 302.2R-06, 2. OTHER EGlUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 3. A SLAB DESl0N SPECIFIED BY A LICENSED DESl0N PROFESSIONAL. 4.505.3 MOISTURE CONTENT OF BUILDIN0 MATERIAL. BUILDIN6 MATERIALS HITH VISIBLE SIG>NS OF V'IATER DAMAG>E SHALL NOT BE INSTALLED. HALL AND FLOOR FRAMIN0 SHALL NOT BE ENCLOSED HHEN THE FRAMIN0 MEMBERS EXCEED l'l-PERC.ENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE HITH THE FOLLOl"IIN0, I. MOISTURE CONTENT SHALL BE DETERMINED i"IITH EITHER A PROBE-TYPE OR CONTACT-TYPE MOISTURE METER. EGlUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORC-IN0 A6ENC.Y AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION IOI.El OF THIS CODE. 2. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (121'1 HM) FROM THE 0RADE STAMPED END OF EACH PIECE TO BE VERIFIED. 3. AT LEAST THREE RANDOM MOISTURE READIN0S SHALL BE PERFORMED ON i"IALL AND FLOOR FRAMING> i"IITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING> A0ENC.Y PROVIDED AT THE TIME OF APPROVAL TO ENC.LOSE THE V'IALL AND FLOOR FRAMIN0. INSULATION PRODUCTS i"IHIC.H ARE VISIBLY HET OR HAVE Hl0H MOISTURE CONTENT SHALL BE REPLACED OR ALLOHED TO DRY PRIOR TO ENCLOSURE IN HALL OR FLOOR CAVITIES. HET-APPLIED INSULATION PRODUCTS SHALL FOLLOl"l THE MANUFACTURER'S DRYIN0 RECOMMENDATIONS PRIOR TO ENCLOSURE. SECTION 4.506 INDOOR AIR GIIJALITY AND EXHAUST 4.506.1 BATHROOM EXHAIJST FANS. EACH BATHROOM SHALL BE MECHANIC.ALLY VENTILATED AND SHALL GOMPL Y i"IITH THE FOLLOl"IIN0, I. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDIN0. 2. UNLESS FUNC.TIONIN0 AS A COMPONENT OF A HHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETHEEN A RELATIVE HUMIDITY RAN0E OF S.50 PERCENT TO A MAXIMUM OF 00 PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC. MEANS OF ADJIJSTMENT. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REGlUIRED TO BE INTE0RAL (I.E., BUILT-IN!. NOTES, I. FOR THE PURPOSES OF THIS SECTION, A BATHROOM 15 A ROOM i"IHIC.H CONTAINS A BATHTUB, SHOHER, OR TUB/SHOHER COMBINATION. 2. Ll0HTIN0 INTE0RAL TO BATHROOM EXHAUST FANS SHALL COMPLY i"IITH THE CALIFORNIA ENER0Y CODE. SECTION 4.501 ENVIRONMENTAL COMFORT 4.501.2 HEATIN0 AND AIR-C.ONDITIONIN0 SYSTEM DE510N. HEATIN6 AND AIR-GONDITIONIN0 SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EGlUIPMENT SELECTED USIN0 THE FOLLOV'llN0 METHODS, I. THE HEAT LOSS AND HEAT 0AIN IS ESTABLISHED AC.CORDIN0 TO ANSI/AC.CA 2 MANUAL J-2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EGlUIVALENT DESl0N SOFTV'IARE OR METHODS. 2. DUCT SYSTEMS ARE SIZED AC.C.ORDIN6 TO ANSI/ACCA I MANUAL D-200'1 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EGlUIVALENT DE510N SOFTV'IARE OR METHODS. 3. SELECT HEATIN0 AND C.OOLIN0 EQUIPMENT ACC.OIRDIN0 TO ANSI/AC.GA 3 MANUAL S-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EGlUIVALENT DESIGN SOFTV'IARE OR METHODS. EXCEPTION, USE OF ALTERNATE DESIG>N TEMPERATUIRES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE. CDP2023-0059 TABLE 4.504.1 ADHESIVE voe LIMIT LESS V'IATER AND LESS EXEMPT COMPOUNDS IN 0RAMS PER LITER ARC.HITEG TlJRAL APPLICATIONS CURRENT voe LIMIT INDOOR CARPET ADHESIVES CARPET PAD ADHESIVES OIJTJJOOR CARPET ADHESIVES V'IOOD FLOORING-ADHESIVES Rl.etlER FLOOR ADHESIVES !,.,l6FLOOR ADHESIVES CERAMIC TILE ADHESIVES VCT ANS ASPHALT TILE ADHESIVES DRY1'Al.L AND PANEL ADHESIVES COVE BASE ADHESIVES '1ULTIP\JRPOSE CONSTRUCTION ADHESIVES STROCTURAI. GLAZIN6 ADHESIVES SIN6LE-PL Y ROOF MEMBRANE ADHESIVES OTHER ADHESIVES NOT SPECIFICALLY LISTED SPECIALTY APPLICATIONS PVC l'ELDIN6 CPVC ,El.DIN6 ABS f"<ELDIN6 PLASTIC GEMENT i-"IELDING ADHESIVE PRIMER FOR PLASTIC CONTACT ADHESIVE SPt:GIAL PURPOSE GONT AG T ADHESIVE STROCT\JRAL WOOD MEMBER ADHESIVE TOP AND TRIM ADHESIVE SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL PLASTIC FOAMS POROUS MATERIAL (EXCEPT i"IOODJ HOOD FIBERGLASS 50 50 150 loo 60 50 65 50 50 50 10 100 250 50 510 325 250 550 00 250 140 250 I. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SLeSTANCES TOGETHER, THE ADHESIVE 1'11TH THE HIGHEST voe CONTENT SHALL BE ALLOY'IED. 2. FOR ADDITIONAL INFORMATION RE6ARDIN6 METHODS TO MEA5URE THE voe CONTENT 5PECIFIED ltt THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1I1:>ll. TABLE 4.504.2 SEALANT voe LIMIT LESS HATER AND LESS EXEMPT COMPOUNDS IN &RAMS PER LITER SEALANTS CURRENT voe LIMIT ARCHITEGTIJRAL MARINE DEGK NONMEMBRANE ROOF ROADHAY SINGLE-PLY ROOF MEMBRANE OTHER SEALANT PRIMERS ARCHITEC TIJRAL NONPOROUS POROUS MODIFIED BITIJMlttOUS MARINE DEGK OTHER 250 160 300 250 450 420 250 T75 500 160 150 TABLE 4.504.3 voe CONTENT LIMITS FOR ARCHITECTURAL COATIN05 0RAMS OF voe. PER LITER OF C.OATIN0, LESS V'IATER AND LESS EXEMPT COMPOUNDS COATIN0 C.ATE00RY EFFECTIVE 1/1/2010 EFFECTIVE 1/1/2012 FLAT COATINGS NONFLAT COATINGS NONFLAT-Hl6H 6LOSS COATING SPECIALTY C.OATIN0S ALUMINJM ROOF COATINGS BASEMENT SPECIALTY COATINGS BITIJMlttOUS ROOF COATING BITIJMlttOUS ROOF PRIMERS BOND BREAKERS CONGRETE CURIN6 COMPOIJNDS CONGRETE/MASONRY SEALERS DRIVEHAY SEALERS DRY F06 COATINGS FAUX FINISHING COATINGS FIRE RESISTIVE COATIN6S FLOOR COATINGS FORM-RELEASE COMPOJNDS GRAPHIC ARTS COATINGS <SIGN PAINTS/ Hl6H TEMPERATURE COATINGS INDUSTRIAL MAINTENANGE COATINGS LO<-; SOLIDS COATINGS' MAGNESITE CEMENT COATINGS MASTIC. TEXTURE COATINGS METALLIC PIGMENTED COATINGS '1UL TICOLOR COATINGS PRETREA TMEttT HASH PRIMERS PRIMERS SEALERS AND UNDERCOATERS REACTIVE PENETRATING SEALERS RECYCLED COATINGS ROOF COATINGS RUST PREVEttTATIVE COATINGS SHEL.LAGS CLEAR OPAQUE SPECIALTY PRIMERS SEALERS AND IJNDERCOATERS STAINS STONE GONSoLIDANTS 51'1IMMIN6 POOL COATINGS TRAFFIC MARKING COATINGS TIJB AND TILE REFININSHING COATINGS HA TERPROOFING MEMBRANES WOOD COATINGS HOOD PRESERVATIVES ZING-RICH PRIMERS 50 100 150 -.vv B50 350 350 100 50 150 350 350 100 250 500 420 250 120 450 100 500 250 420 loo 350 250 50 400 150 550 350 450 I 420 250 215 350 I. 6RAM5 Of voe PER LITER OF COATIN6, INGLUVING HATER AND INGLUDJNG EXEMPT COMPOUNDS. 2. THE SPECIFIC LIMITS REMAltt IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN st.135EQ\JENT COLUMNS IN THE TABLE. ,oo 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPEGIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTIJRAL COATINGS SUGGESTED CONTROL MEA5URE, FEBRUARY I, 2ooe,. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 4.504.5 FORMALDEHYDE LIMITS MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT HARDWOOD PLYWOOD VENEER CORE HARDHOOD PL YHOOD COMPOSITE CORE PARTICLEBOARD MEDIUM DENSITY FIBERBOARD THIN MEDIUM DENSIT( FIBERBOARD~ CURRENT LIMIT o.os o.os 0.11 O.IB I. VALUES ltt THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEA5URE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE 1'11TH A5TM E 1333. FOR ADDITION.AL INFORMATION, SEE CALIFORNIA GODE OF REGtJLATIONS, TITLE 11, SECTIONS qBl20 THROUGH q3I20.12. 2. THIN MEDlt-1-1 DENslTY FIBER60ARD HAS A MAXIMUM THICKNESS OF 5/16 INCH (BMMJ. DATE REVISIONS 8.26.22 PROJECT START 9.5.22 DESl0N thrv 3.16.23 REVISIONS 5.15.23 PLAN CHECK SUBMITTAL MINOR C.DP 11.20.23 SUBMITTAL PLAN CHECK RESUBMITTAL MINOR CDP 1.8.24 RESUBMITTAL PLAN CHECK RESUBMITTAL CX) 8 -C\I a.. 0, ::::> C) 0 C <( <( 0 () N _J ~ -(0 'U (I) l{) a, a.. 0, .0 C? en - (/) 0 a: ~ z ~ 0 z -0 ...J -:::) CD z w w a: 0 '-a, () A-5