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B15-2295 017-300-035
13'-0" 4.0' 4.0' 5050 XO w/ 5' HD. HT. BEDROOM 4 Q' GLC. CARPET t (V x 2 PROVIDE STUD 0 Q DIRECTLY Ln UNDER EA. cI _p 4'-0" SUPPORT TRU55 D3 i A 11 3� 3060 SH w/30 5' HD. HT.- PR. 3068 v v PR. 3065 N I 2668 ry 3060 5H w/ LINEN � O tiry+� X BATH 3 BALL _ 4 0 a' GLC. 11GLC. Q GLC. dj 4 C TILE 2468 CARPET N � U CARPET H G.I. TUB/ 3080 A 11 3� 3060 SH w/30 5' HD. HT.- H.5 v v PR. 3065 I I I I I LINE ry 3060 5H w/ y tiry+� 8' HD. HT. II' GLC. 4 p a' GLC. 00W V1 M�+�1 U CARPET H DINING CARPET a' GLC. 3 a i KITCHEN i CARPET .Q 2668 5HWR w/ G.O. 3080 U TILE WALL a' GLC. FR. 5'-4" - 2668 SYa"x►3Y2" 24F -V4 GLB. GOVR'D 2050 SH w/ 2050 SH w/ 5 -75' H.B 5' HD. HT. 5' HD. HT_ 5050 FIX w/ ry .n 5' HD. HT. ry r N PATIO zry zry 3 p DECKING �k6 I PROVIDE STUD DIRECTLY m o) UNDER EA. TRUSS a HATCHED WALLS<kq/ 3068 MSIR. p FR. 4070 5H w/ 40'10 5BEDROOM15" VENTS, w/ 15" VENa'5'-O" HD. HT. 5'-0" HCARPET - 4070 SH --------- 10-6 GLC. 15" VENTS, w/ s P S I 1- - - - - I BRK 5'-O" HD. HT. �`zk, y�U F' 6 13 2'-0" 0- r -AM I LY v v PR. 3065 I I I I I LINE m BEDROOM 3 I ► 1 II' GLC. 4 p a' GLC. 00W V1 M�+�1 U CARPET H CARPET o• 3 a i KITCHEN i 1 .Q 2668 r(D O COFFER GLC. 0 TILE I O • /T O D WAC I 1 o � C, � W ZERO -CLEARANCE GAS N o I I 00 Ln dJ Lf) I OVEN 4 I Oo FIREPLACE w/ rn MICROWAVE ' y 00 M MSIR. w I �11_ II I _ NON -COMBUSTIBLE HEARTH. 12 -10 �� ,i bye I I I DWI n Q Lu tt \ INSTALL PER MFR. 5PEC. 2068 N m < tX j p cv I o e \ N I m 3 0 +���U �n z --------I TILE - 0 3 _ 22 "x30" d) cq 4PANTRY ° I o m =REF. - - - -� 2x6 STUD ATTIC WALL ACCESS -~I ' ' L.'DRY - = GOVR'D a' GLC. , It m F' 6 13 2'-0" 0- v 5 -O 8'-5" 5'-3° 1I' -O" 2'-4' S 6' 5HWR. 3 TILE 2868 F T I = _ 7C � _ 2465 = vcj PORCH ELEC. x I O O - 2668 22"x30" ' HALL 0 o I / \ i o `; � � ti x � CII GLC. SUB -PANEL -I-/ \ I +ALL 1 10 � I I HA`L'L" I / \ I ►�, r m ��G� � Q Y2 LITE ATTIC GONG. ACCESS I/ \ I a GLC. I 1< I I GLC. Q I q' GLC:. s J� TILE TILE GARPEIT - 3 2468 m 3068 _ 2668 11 6050 SEAT BRM. G.O. EN'T'RY 2665 J/:2 LITE WH CLO. -,------- I N N P S I I GLC. 0 2x6 STUD - TILE s ,y 3068 5 y Jay WALL 4080 O 3"4) x 3' TALL N O / \ J w/ SELF a 4 4 +'a � I STEEL PIPE N � 5.5' `2��y+ GLSR. �G� 7.0' �.�' C.O. � co) 10.75'BOLLARD �'6 j., I �R�'tRY 1460 I Q' GLC. - V 6 10.0' Oi 4'-O" 6'-4" 11' GLC. S.L., 3065 c0 I CARPET i D_ is TILE TEMP. S.G. -' BATH 2 w I O� H.B. t 2 IS -4 GAS W.H. w/ P.T. VALVE $ DISCHARGE TO 0.5. POINTING DOWN $ TERMINATING 6"-24" FROM GROUND, _ ATOP +IS" PLATFORM w/ SEISMIC STRAPS TOP AND BOTTOM, w/ RECIRCULATION PUMP w/ TIMER HOSE BIBB w/ NON-REMOVEABLE BACK-FLOW PREVENTOR, TYP. L 2.6 �I n " 200 AMP. ELEG. METER = l C ARAC E GONG. Oi ►n N NOTE: GARAGE WALLS AND GLC. FIN. TO BE MIN. Y2" GYP. BD. PROVIDE 4x4 P05T DIRECTLY UNDER GIRDER TRUSS, TYP. 16080 GAR. DR. 3y8"x 13y2" 24F -V4 GLB. - a' GLC. -A 5016 FIX TILE v 111GOVR'D! SHELVES I 2668 - PORCH 2660 5H w/ O II' GLG. 7'-6" HD. HT. t- �' GONG. 5016 \t=lx N ABV. w/ a'-6" HD. HT. IH' BEDROOM 2 N' ci�_p Q' CLO. 25 p'� �+� _ CARPET I ° COURTYARD tide 4.5' )I ( 5' TALL STONE `-PROVIDE 6x6 POST DIRECTLY "} UNDER SUPPORTS p ® GIRDER TRUSSES Al $ 04 PR. 30651 W[14H.B. to D r -AM I LY 5050 SH 3050 SH HIS. HT. HD. HT.7a,%_-A4.5' I2'-SY2" m W n II' GLC. 4 p 00W V1 M�+�1 U n H CARPET o• in C .Q 2668 r(D O 0 O • /T H WAC W 1�1 � C, � W ZERO -CLEARANCE GAS E o FIREPLACE w/ rn ' y 00 M MSIR. w 3 p t - N NON -COMBUSTIBLE HEARTH. 2665 Q Lu tt INSTALL PER MFR. 5PEC. �',-}..� m < tX j p cv PROVIDE INSTALLATION q' GLC. P D_ m 3 0 MANUAL ® SITE �n z TILE - 0 3 _ 22 "x30" d) cq 2x6 STUD ATTIC WALL ACCESS -~I ' ' ye" r m � R 4'-10" H.B. ARCH LINE - - - - - - ------------- O - TILE v 5 -O 8'-5" 5'-3° 1I' -O" 2'-4' S 6' 5HWR. 3 TILE 2868 F T I = _ 7C � _ 2465 = vcj PORCH ELEC. x I O O - 2668 22"x30" ' HALL 0 o I / \ i o `; � � ti x � CII GLC. SUB -PANEL -I-/ \ I +ALL 1 10 � I I HA`L'L" I / \ I ►�, r m ��G� � Q Y2 LITE ATTIC GONG. ACCESS I/ \ I a GLC. I 1< I I GLC. Q I q' GLC:. s J� TILE TILE GARPEIT - 3 2468 m 3068 _ 2668 11 6050 SEAT BRM. G.O. EN'T'RY 2665 J/:2 LITE WH CLO. -,------- I N N P S I I GLC. 0 2x6 STUD - TILE s ,y 3068 5 y Jay WALL 4080 O 3"4) x 3' TALL N O / \ J w/ SELF a 4 4 +'a � I STEEL PIPE N � 5.5' `2��y+ GLSR. �G� 7.0' �.�' C.O. � co) 10.75'BOLLARD �'6 j., I �R�'tRY 1460 I Q' GLC. - V 6 10.0' Oi 4'-O" 6'-4" 11' GLC. S.L., 3065 c0 I CARPET i D_ is TILE TEMP. S.G. -' BATH 2 w I O� H.B. t 2 IS -4 GAS W.H. w/ P.T. VALVE $ DISCHARGE TO 0.5. POINTING DOWN $ TERMINATING 6"-24" FROM GROUND, _ ATOP +IS" PLATFORM w/ SEISMIC STRAPS TOP AND BOTTOM, w/ RECIRCULATION PUMP w/ TIMER HOSE BIBB w/ NON-REMOVEABLE BACK-FLOW PREVENTOR, TYP. L 2.6 �I n " 200 AMP. ELEG. METER = l C ARAC E GONG. Oi ►n N NOTE: GARAGE WALLS AND GLC. FIN. TO BE MIN. Y2" GYP. BD. PROVIDE 4x4 P05T DIRECTLY UNDER GIRDER TRUSS, TYP. 16080 GAR. DR. 3y8"x 13y2" 24F -V4 GLB. - a' GLC. -A 5016 FIX TILE v 111GOVR'D! SHELVES I 2668 - PORCH 2660 5H w/ O II' GLG. 7'-6" HD. HT. t- �' GONG. 5016 \t=lx N ABV. w/ a'-6" HD. HT. IH' BEDROOM 2 N' ci�_p Q' CLO. 25 p'� �+� _ CARPET I ° COURTYARD tide 4.5' )I ( 5' TALL STONE `-PROVIDE 6x6 POST DIRECTLY "} UNDER SUPPORTS p ® GIRDER TRUSSES Al $ 04 PR. 30651 W[14H.B. to D FLOOR FLAN 1,/4" = 1'-0" m I n" SHEARNALL. 50HEDULE : SYMBOL: S-IEARNALL: Q 3/8" GDX PLYWD. OR OSB W Sd'5 ® 6", 12" O.G. Q31W' GDX PLYWD. OR B OSw/ &CIS ® 4", 12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES Q3 3/a° GDX PLYWD. OR 055 w/ Sd'S ® 5",12" O.G. w/ 4x STUDS ® ADJ. PANEL SPL I GES %" GDX PLYWD. OR OSB Q w/ Sd'S ® 2", 12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES I. NAILS SHALL BE COMMiON NAILS (2Y2"x.131"), TYP., U.O.N. 2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS � rwi BUILDING PERMIT# 8/,f--j1ff ASSESSOR'S PARCEL# 017- _9 po Ojs PERM!T ' =NT SERVICES (TF ^1' eQR ")'_IANCE _0/f BY sip 'LAN REVIEW APPROVAL FOR COMPLIANCE WITH 2013 CBC, CRC, CMC, CEG, CPC, CalGrCCII and CalEnergy Plancheck approval of documents docs not uth ize construction to proceed in violation F�ny federal, state, or local rebulation. BY DATE: ►I'lis SHUMS CODA ASSOCIATES NOTE: THIS FROJEGT IIS LOGATED IN A NI LDLAND URE3AN I NTERFAGE AREA. SEE SHEET NUI FOR REQUIREMENTS C ENERAL NOTES G -I MISCELLANEOUS I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. 2. FIRE SPRINKLER SYSTEM IS REQUIRED PER GRG R313.3 OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. CONCRETE I. CONCRETE TO BE 5 SACK MIX, 2500 P51 ® 28 DAYS 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS -TYPE N OR 40. ROUGH CARPENTRY I. INSTALL BLOCKING AS REQUIRED TO SUPPORT FIN15H HARDWARE AND FIRE STOPPING TO GUT OFF CONGEALED DRAFT OPENINGS AS REQUIRED BY CODES. 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE GRADES INDICATED OR BETTER (MPA GRADING RULES) UNLESS NOTED OTHERWISE. CONGEALED BEAMS AND POSTS ......................... NO. 2 EXPOSED BEAMS AND P05TS...............................NO. 1 2x JOISTS AND RAFTERS........................................NO. 2 STUD, 51LLS, PLATES...................................................NO. 2 SILLS ON CONCRETE...................................................PTHF MISC. FRAMING NOT NOTED....................................NO. 2 3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS PS 4. NAILS AT PLYWOOD PANELS SHALL HAVE 3/6" EDGE DISTANCE AND SHALL NOT PENETRATE FACE -PLY. 5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING SHALL BE LE55 THAN 12" IN LEAST DIRECTION. 6. FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED 7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO FOUNDATION. 5. PROVIDE FIRE BLOCKING IN CONGEALED SPACES VERTICALLY AND HORIZONTALLY IN ACGORDANGE w/ 2013 G.R.G. SECTION R302.11. q. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE GOATING WEIGHTS FOR ZING COATED FASTENERS SHALL BE IN ACCORDANCE w/ A5TMA 153. 2013 G.R.G. SECTION R317.3. 10. BEARING WALL HDRS. SHALL BE 4xIO #2 OR 6x5 D.F. #1 MIN., TYP., U.O.N. 11. EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (5) Ibd (5�" x MIN., TYP. PLUMBING I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 50. INCHES, MIN. 2. GAS FIRED WATER HEATER TANKS SHALL BE FASTENED TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (0516 OR EO.) w/ MIN. 2" LONG #12 WOOD SCREWS ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERM057ATIO MIXING VALVE TYPE. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN (3) WATER CL05ET5. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 7. SHOWER AND TUB/5HWR WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE o/ A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABV. FINISH FLR. DRAIN INLET, PER CRO R307.2 5. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS. MECHANICAL I. DRYER DUCT TO BE MIN. 4" (P TO THE OUTSIDE, EQUIPPED WITH A BACK -DRAFT DAMPER. 4"c7 DUCT LENGTH IS LIMITED TO 14' WITH 2 ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED OR REQUIRED BY THE MANUFACTURE'S INSTALLATION INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. (SUBMIT REQUEST FOR MODIFICATIONS.) 2. SINGLE-WALL METAL PIPE SHALL NOT BE USED A5 A VENT IN DWELLINGS AND RESIDENTIAL OGGUPANGIE5. CODE ANALYSIS GOVERNING CODES: 2013 GBG, 2013 GRG 2013 GEC, 2013 GPC, 2013 CMG, 2013 CFC, 2013 CALIF. HEALTH 4 SAFETY CODE AMENDMENTS 2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II 2013 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/ DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 CGB5G OCCUPANCY GROUP: GROUP: R3 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: 4005 S.F. ALLOWABLE STORY/HEIGHT: (3) STORIES / 40'-0" ACTUAL STORY/HEIGHT: (1) STORY / 23'-0" CONSTRUCTION TYPE: TYPE VB AUTOMATIC SPRINKLER: REQUIRED (SEP. PERMIT) W I LDLAND URBAN FIRE INTERFACE: SEE NUI SHEET Revision: Date: By: Q 10-16-15 1 G5 N 5050 SH 3050 SH HIS. HT. HD. HT.7a,%_-A4.5' FLOOR FLAN 1,/4" = 1'-0" m I n" SHEARNALL. 50HEDULE : SYMBOL: S-IEARNALL: Q 3/8" GDX PLYWD. OR OSB W Sd'5 ® 6", 12" O.G. Q31W' GDX PLYWD. OR B OSw/ &CIS ® 4", 12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES Q3 3/a° GDX PLYWD. OR 055 w/ Sd'S ® 5",12" O.G. w/ 4x STUDS ® ADJ. PANEL SPL I GES %" GDX PLYWD. OR OSB Q w/ Sd'S ® 2", 12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES I. NAILS SHALL BE COMMiON NAILS (2Y2"x.131"), TYP., U.O.N. 2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS � rwi BUILDING PERMIT# 8/,f--j1ff ASSESSOR'S PARCEL# 017- _9 po Ojs PERM!T ' =NT SERVICES (TF ^1' eQR ")'_IANCE _0/f BY sip 'LAN REVIEW APPROVAL FOR COMPLIANCE WITH 2013 CBC, CRC, CMC, CEG, CPC, CalGrCCII and CalEnergy Plancheck approval of documents docs not uth ize construction to proceed in violation F�ny federal, state, or local rebulation. BY DATE: ►I'lis SHUMS CODA ASSOCIATES NOTE: THIS FROJEGT IIS LOGATED IN A NI LDLAND URE3AN I NTERFAGE AREA. SEE SHEET NUI FOR REQUIREMENTS C ENERAL NOTES G -I MISCELLANEOUS I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. 2. FIRE SPRINKLER SYSTEM IS REQUIRED PER GRG R313.3 OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. CONCRETE I. CONCRETE TO BE 5 SACK MIX, 2500 P51 ® 28 DAYS 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS -TYPE N OR 40. ROUGH CARPENTRY I. INSTALL BLOCKING AS REQUIRED TO SUPPORT FIN15H HARDWARE AND FIRE STOPPING TO GUT OFF CONGEALED DRAFT OPENINGS AS REQUIRED BY CODES. 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE GRADES INDICATED OR BETTER (MPA GRADING RULES) UNLESS NOTED OTHERWISE. CONGEALED BEAMS AND POSTS ......................... NO. 2 EXPOSED BEAMS AND P05TS...............................NO. 1 2x JOISTS AND RAFTERS........................................NO. 2 STUD, 51LLS, PLATES...................................................NO. 2 SILLS ON CONCRETE...................................................PTHF MISC. FRAMING NOT NOTED....................................NO. 2 3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS PS 4. NAILS AT PLYWOOD PANELS SHALL HAVE 3/6" EDGE DISTANCE AND SHALL NOT PENETRATE FACE -PLY. 5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING SHALL BE LE55 THAN 12" IN LEAST DIRECTION. 6. FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED 7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO FOUNDATION. 5. PROVIDE FIRE BLOCKING IN CONGEALED SPACES VERTICALLY AND HORIZONTALLY IN ACGORDANGE w/ 2013 G.R.G. SECTION R302.11. q. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE GOATING WEIGHTS FOR ZING COATED FASTENERS SHALL BE IN ACCORDANCE w/ A5TMA 153. 2013 G.R.G. SECTION R317.3. 10. BEARING WALL HDRS. SHALL BE 4xIO #2 OR 6x5 D.F. #1 MIN., TYP., U.O.N. 11. EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (5) Ibd (5�" x MIN., TYP. PLUMBING I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 50. INCHES, MIN. 2. GAS FIRED WATER HEATER TANKS SHALL BE FASTENED TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (0516 OR EO.) w/ MIN. 2" LONG #12 WOOD SCREWS ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERM057ATIO MIXING VALVE TYPE. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN (3) WATER CL05ET5. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 7. SHOWER AND TUB/5HWR WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE o/ A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABV. FINISH FLR. DRAIN INLET, PER CRO R307.2 5. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS. MECHANICAL I. DRYER DUCT TO BE MIN. 4" (P TO THE OUTSIDE, EQUIPPED WITH A BACK -DRAFT DAMPER. 4"c7 DUCT LENGTH IS LIMITED TO 14' WITH 2 ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED OR REQUIRED BY THE MANUFACTURE'S INSTALLATION INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. (SUBMIT REQUEST FOR MODIFICATIONS.) 2. SINGLE-WALL METAL PIPE SHALL NOT BE USED A5 A VENT IN DWELLINGS AND RESIDENTIAL OGGUPANGIE5. CODE ANALYSIS GOVERNING CODES: 2013 GBG, 2013 GRG 2013 GEC, 2013 GPC, 2013 CMG, 2013 CFC, 2013 CALIF. HEALTH 4 SAFETY CODE AMENDMENTS 2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II 2013 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/ DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 CGB5G OCCUPANCY GROUP: GROUP: R3 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: 4005 S.F. ALLOWABLE STORY/HEIGHT: (3) STORIES / 40'-0" ACTUAL STORY/HEIGHT: (1) STORY / 23'-0" CONSTRUCTION TYPE: TYPE VB AUTOMATIC SPRINKLER: REQUIRED (SEP. PERMIT) W I LDLAND URBAN FIRE INTERFACE: SEE NUI SHEET Revision: Date: By: Q 10-16-15 1 G5 W N W n 4 00W V1 M�+�1 U n H o• in C .Q r(D O 0 O • /T H WAC W 1�1 � C, � W E o rn ' y 00 M rO W W W W V1 W H r(D O 0 O • /T H WAC E rO W N6. C212& ,N. 7/l� 5M1 TH 2804 Date SEPT. 2015 Scale Drawn GAS Job 13-1748 Sheet Of SIX Sheets gll c a M ci M M M Ln e-1 O N N O t1 t REAR ELEVATION 1/4" =1'_011 FOUNDATION NOTES: I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN b" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2013 CRO 5EGTION R401.3 --?,f 1 /1 II �,yu os -I1 ,, 11 FOUNDATION FLAN 1/4" = 1'-011 COMPOS>ITI ON SHINOLES LEFT ELEVATION 0 fill V HT F.Lr • ATI OI . 1/511 = 1'-011 F71 I F�l 1. TUGGO STONE, TYP. FRONT ELEVATION 1/4" = 1'-011 P.T. 51 LL Wl/ y2 " DIA. x 12" A.B. @ 6' O.G. AND 1:2" MAX. FROM ENDS W/ 5"x3"x.2281" PLATE WA5HER5, TYP. z GONG. SLAB 5EE FOUNDATION PLAN FIN15H GRADE all 1 11=1 I 1=1 I Ed NAT. GRADE-- III -I I ° -III-III �I i' 1-III-I_I I III -III -I I 11=111-11 a III -III= #4 TOP $ III -111_ III=111= BOTTOM r =- III=111- _ ' OARAOE FOOTING F-18 111 = P\5"x5"x.22cI" TSILL W/ Y2 " DIA. x 12" a.b. a 6' O.G. MAX. FROM ENDS WV PLATE WASHERS, TYP. GONG. SLAB, SEE FOUNDATION PLAN # O.G. 17 FINISH GRADEFFT Lill b III III III I I S -III � I�� I °� I -III -III III -III -I I I Z_ NAT. GRADE -11 I- MIN. a -III-III-I �' -1 11-1 I I I I 1-1 I I a► I-1 11=1 ' 4A , -1 11-1T'- -� i- #4 TOP & I-111111-1 _ - 1-1II-' BOTTOM 111- -1 m PERIMETER FOOTI NO F-4 I11 = 11-011 2 -GOAT 5TUGG0 o/ FOAM 4" CLR. TO EARTH AND 2" TO GONG. FOR WEEP 5(fREED PERMIT # -^ R�-ViEVJE C-):-, DATE _ f(_ ��fi`�I M'dAN I't, MEAN' APV ROVAL NOV - 9 2015 5!r ms Coda Associates Revision: ------ I I 10'-c4" 61-23/4" I I ,yo ry0 ss ssss ,y0 dry° I I I---------� F---- J----) � t N ,yo BY: ,y0 10-16-15 I I p� iv 4" GONG. I I t � = SLAB m II 24" 50. x 12" FTO. DP. N N I I 4" GONG. SLAB w/ #3 BAR a M 12' 50. x 12" I 2'-0" O.G. BOTH WAYS o/.2" D . FTG. w/ I SAND o/ 6 MIL. VB (W-10INT5 A U46 BASE LAPPED 6" MIN.) o/ 4" BASE I N I U I. 4 GONG. I 3'x3' MIN. GONG. LANDING, I O o U .� SLAB I 73/4" MAX. BELOW TOP OF I ' r I DR. THRESHOLD, TYP. a O �� I _ y2" DIA. a.b..'5 a 4' ALL EXTERIOR Ir I _ I O.G., THESE SW'5 IN-5WINOINO DOORS � �W 0 0 Wo v 36" SQ. x 12" DP. I — I_O" FTG. #4 BAR a 7" r- — L — — — — — — w/ I s� I 4" GONG. O.G. BOTH WAYS I I 14'-4y2 ,2 18'-4" _ I SLAB ,�,0 M I 26" SQ. x 12" I FOR I I DP. FTG. w/ #4 91 2 DR. 12" 0 x 12" DP. I t BAR a 7" O.G. i FTG. FOR PIPE = = I BOLLARD i OI i O BOTH WAYS L J 3 t = I I N� W L-- J W Z4.1 GONG. SLAB w/ #3 BAR a I I = N i 2'-0" O.G. BOTH WAYS c/:2" SAND o/ 6 MIL. VB (w/JOINTS( _ LAPPED 6" MIN.) o/ 4" BASE I O I 0 rY0 ry0 I 0 m — -- — —_j V1 O 0 R.O. FOR V R.O. FOR 16' `S`S OAR. DR. OAR. DR.N I Wok ��' I °J ►n Lu) --- --------f---- 3 O �,yu os -I1 ,, 11 FOUNDATION FLAN 1/4" = 1'-011 COMPOS>ITI ON SHINOLES LEFT ELEVATION 0 fill V HT F.Lr • ATI OI . 1/511 = 1'-011 F71 I F�l 1. TUGGO STONE, TYP. FRONT ELEVATION 1/4" = 1'-011 P.T. 51 LL Wl/ y2 " DIA. x 12" A.B. @ 6' O.G. AND 1:2" MAX. FROM ENDS W/ 5"x3"x.2281" PLATE WA5HER5, TYP. z GONG. SLAB 5EE FOUNDATION PLAN FIN15H GRADE all 1 11=1 I 1=1 I Ed NAT. GRADE-- III -I I ° -III-III �I i' 1-III-I_I I III -III -I I 11=111-11 a III -III= #4 TOP $ III -111_ III=111= BOTTOM r =- III=111- _ ' OARAOE FOOTING F-18 111 = P\5"x5"x.22cI" TSILL W/ Y2 " DIA. x 12" a.b. a 6' O.G. MAX. FROM ENDS WV PLATE WASHERS, TYP. GONG. SLAB, SEE FOUNDATION PLAN # O.G. 17 FINISH GRADEFFT Lill b III III III I I S -III � I�� I °� I -III -III III -III -I I I Z_ NAT. GRADE -11 I- MIN. a -III-III-I �' -1 11-1 I I I I 1-1 I I a► I-1 11=1 ' 4A , -1 11-1T'- -� i- #4 TOP & I-111111-1 _ - 1-1II-' BOTTOM 111- -1 m PERIMETER FOOTI NO F-4 I11 = 11-011 2 -GOAT 5TUGG0 o/ FOAM 4" CLR. TO EARTH AND 2" TO GONG. FOR WEEP 5(fREED PERMIT # -^ R�-ViEVJE C-):-, DATE _ f(_ ��fi`�I M'dAN I't, MEAN' APV ROVAL NOV - 9 2015 5!r ms Coda Associates Revision: Date: BY: A 10-16-15 GS N N M +-a ISI U � o U .� � Qr U�� O � �W Wo ' ` M W W W V1 Wok O Q' 0 H r0 W di rO F-�-H ARC c�,° * No. C21 83 RE 17 \� C SMITH 2804 Date SEPT. 2015 Scale Drawn GJ ^ G Job 15—:I-148 Sheet 2 Of SIX Sheets 2 13- 0 N M M M lfi O N DD N O r -I a AMr== AI A l l RAFTER STRAW III = I I -o I I `-ROOF PLY 1=.N. Date: By: 0 DRAG TRUSS G5 SEE ROOF PLAN FOR A35 5PAGIN5 LOCATIONS E.N. SHEARPLY, SEE PLAN N DRAG TRUSS SHEATH 2x4 BLOCK PANELS W/ 3/a" GDX PLY. W/ 8d'5 a 6" O.C: 2x4 FRAME, TYP. — SEE ROOF PLAN FOR LENGTH NAIL STRAP a 4" O.G. �%I ROOF PLY: SOLID BLOGKINO--E. SHEARPLY; SEE PLAN NAIL ROOF PLY TO BLKG. PANEL W/ e,65 a 611 O.G. 18" w/ MIN. (13 &d NAILS - SHEAR TRANSFER R-4-7 1 " = 1'-0 A35 a 4'-0" O.G., TYP� U.O.N. N 77 1 1" MIN. AIR SPACE TO INSULATION VENTS EAVE DETAIL R- I I" = I' -O'1 i" DIA. THREADED ROD F.A.U. 1�" x 1�" ANGLE w/ (2) 4" x 2" LONG LAO BOLTS INTO TOP CHORD OF TRUSS, T -TP. 4�0 1�" x 1�" ANOLE w/ NUTS SEISMIC RESTRAINTS AND WASHER, TY!, . (4) DIRECTIONS WATERTIGHT CORROSION RESISTANT METAL DRIP PAN F.A.U. MOUNTIN 3 3/44" = 1'-011 GIRDER TRUSS w/ MIN. (13) 8d'S EA. END PLAN V I EN TRUSS 57RAF S-4 11l = 11-011 ROOF NOTE5: I. ROOF FRAMING SHALL BE: PRE -MFR TRUSSES a 24" O.G. TYP. U.O.N. 2. ROOF PITCH SHALL BE: 6:12, T --(P. 5. ROOF O.H. 5HAILL BE: 1'-011 a 6:12 PITCH 4. ROOF COVERING SHALL BE: COMP. 5HINOLE:5 o/ I5# FELT o/V:2 GDX OR OSB. w/ 8d"5 a 6", 12" O.G. 5. REQUIRED ATTIC VENTILATION: 40401 / 500 = 15.401 SQ. FT. OF NET FREE AREA VENTILATION REQUIRED. • LOW VEN71NO: PROVIDE (20) 5Y;2"x223/8," VULCANI EAVE VENTS .55 SQ. FT. EACH. TOTAL LOW VENTING PROVIDED: 6.66 SQ. FT. OF NET FREE AREA • HIGH VENITINO (LOCATED MAX. 5' VERTICAIL BELOW RIDGE): PROVIDE: 25' OF CONT. RIDGE VENT ® .1125 SQ. FT. PER FT. PROVIDE: (II) DORMER VENTS ® .35 50. FT. P'ER VENT. TOTAL HIGH VENTING PROVIDED: 6.'18 SQ. FT. OF NET F=REE AREA. 6. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SWITCH a ACCESS HOLE. PROVIDE IIOV SERVICE OUTLET ® UNIT. PROVIDE 24" NIDE CATWALK FROM ACCESS HOLE TO 30" 50. x 50" HIGH CLEAR MAINTENANCE PLATFORM a UNIT. NOTE: ROOF SHEATH I NC SHALL BE "TECH SHIELD" RAD IANT-BARRIER OR EQ. CONT- RIDGE VENT 1.'7K— DRAG TRUSS CONT. 05I6 STRAP —� NAILED o/ ROOF PLY. INTO FLAT 2x4 BLKG. w/ 5d'S a 4" O.G. V CSI6 STRAP BM. TO TOP PL. --I 1_r-_ PROVIDE SOLID BEARING UNDER GIRDER TRUSSES. WHERE MULTIPLE STUDS ARE REQUIRED, FACE NAIL STUDS TOGETHER w/ I&d SINKERS CONT. 05I6 STRAP NAILED o/ ROOF PLY. INTO SOLID BLKG. V4/ 8d'5 a 2" O.G. ROOF PLAN I/8" = II -011 PRE -MFR. -TRUSSES R-38 INSUL. -COMP. SHINOLE5 o/ I5# FELT o/ V;2" GDX OR OSB. w/ 8d'S ® 6", 12" O.G. VECTION 1 ' A-5 11411 = II -01l 2x(b RAFTER \,-- SEE ROOF PLAN 5/8" OYP. BD. ®CLO- )/:2" OYP. BD. ® WALLE m (3 2x(b STUDS ® 16' O.G. t II R-19 INSUL. PERIMETER OF INSULATED SPACE SEE FDN. PLAN---\ PERMIT # r �'�_ , U 9 f _. _.. R )T F COUNTY DEVELOPMENT SERVICES REVIEWED FOR i;O_r)E C-OrlrPLIANCE S 4,41,A ' DATE-_-__.- �Dell "_ BY 61_4v PLAN 'ItI7.�fjtrAv ATPIP OVAL NOV - 9 2m SIMMS Coda Associates Revision: Date: By: 0 10-16-15 G5 N ON Ir - H � w opo o tn C kn MSI U U"O bD O� W w o M ' ` 00 M W z ^W H F -I -I H Q � Wow 0��� 0 > pq0.� r0 w ARC * No. C 3 LJ rE . 7/17 SMITH 2504 Date SEPT. 2015 Scale Drawn GAS Job 13-1-145 Sheet 3, Of SIX Sheets 2 (L IO N c1r) M 6 LO O N N O ELEGTRIGAL 5`1'M50L5 W SINGLE POLE SWITCH 6 GLC. MTD. FIXT. GEILINO FAN w/ LIGHT 3 THREE WAY 5WITGH - FLUOGLO MTD ENT FLOOR OUTLET D DIMMER SWITCH HBH_ LED CLO. MTD. FIXT. CEILING FAN NO LIGHT $D3 DIMMER/3-WAY 5WITGH BALL-FLOR PREVENTER RECESSED CLO. FIXT. UNDER CABINET FLUORESCENT LIGHTING T TIMER 5WITGH x ELEC. BALLAST, x FLUORESCENT x 110 V. SMOKE DETECTOR AIR -TIGHT, IG RATED FLUORESCENT FIXTURE KITCHEN FAUCETS 2.2 - ©- FLUORESCENT O W DUPLEX REGEPT. 6 220 VOLT OUTLET 6 DUPLEX SPLIT WIRED VP QUAD. REGEPT. 41 FLOOR OUTLET a TV OUTLET LED PHONE OUTLET e TV/PHONE OUTLET VP SUITABLE FOR DAMP LUMINAIRE TYPE: COMPACT FLUOR. 4' FLUOR. TUBE V FLUOR. TUBE LOCATION -{- FUEL GAS OUTLET HBH_ HOSE BID w/ x NDN-REMOVEABLE COMPLIES IF A >/= B BALL-FLOR PREVENTER RECESSED CLO. FIXT 0 515NAL PUSH BUTTON "ALL LIGHTING FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. AS LED OR FLUORESCENT. VENTILATION REQUIREMENTS I. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN W A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUT51 DE w/ A MINIMUM 5"4) SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTIN05). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 50 CFM. B. THE NOISE RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE N/ A MINIMUM 4"(P SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIP15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 50%. 2013 00550 SECTION 4.506. 3. WHOLE - BUILDINO VENTILATION: SEE GFIR FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE "10 CFM. MIN. w/ A MAXIMUM NOISE RATING OF I SONE. THE 5WITGH SHALL BE LABELED "VENTILATION CONTROL." ELEGTRI GAL NOTES: I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 4 20 AMP BRANCH G I RCU I TS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS I NTERRUPTERS. 3. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE (KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, 51NOLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT REGEPTAGLES. 5. 1FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN (olbs OR EXCEEDS 161n. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 2013 CEO SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE 5UPPORT FOR CEILING FANS PER 2013 SECTION 314.27 (a s d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. -i. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LlOH71NO SHALL BE HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR. FLOW RATE LED 0 PUCK LIOHT 50HEDULE: n RECESSED CLO. FIXT. LUMINAIRE TYPE: COMPACT FLUOR. 4' FLUOR. TUBE V FLUOR. TUBE HIGH EFFICACY: YES YES YES WATTS: QUANTITY: 26 5 32 2 25 1 HIGH EFFICACY WATTS: OTHER WATTS: 120 64 25 MINI RECESSED CLO. FIXT. 5 MIN. x PANEL BOARD COMPLIES IF A >/= B YES X NO DJ ELEG. DISCONNECT - WALL MTD. FIXTURE x .25 MIN. x FLUORESCENT x 110 V. SMOKE DETECTOR = WALL MTD. FIXTURE KITCHEN FAUCETS 2.2 - ©- TRACK FIXTURE O EXHAUST FAN x 5 ® WHOLE HOUSE VACUUM GRAVITY TANK -TYPE W.C.'s PENDANT LIGHT x CONNECTION x SCONCE FIXTURE OCM IIOv CARBON MONOXIDE = 1a.2 TOTAL BASELINE WATER USE (BWU) ALARM w/ BATTERY -b- MINI SCONCE FIXTURE = BACKUP n MOTION -ACTIVATED_ _ r - AUTOMATIC OARA6E DOOR OPENER LISTED IN y(/ SECURITY LIGHT 00 L - ACCORDANCE w/ UL 325 "ALL LIGHTING FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. AS LED OR FLUORESCENT. VENTILATION REQUIREMENTS I. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN W A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUT51 DE w/ A MINIMUM 5"4) SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTIN05). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 50 CFM. B. THE NOISE RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE N/ A MINIMUM 4"(P SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIP15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 50%. 2013 00550 SECTION 4.506. 3. WHOLE - BUILDINO VENTILATION: SEE GFIR FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE "10 CFM. MIN. w/ A MAXIMUM NOISE RATING OF I SONE. THE 5WITGH SHALL BE LABELED "VENTILATION CONTROL." ELEGTRI GAL NOTES: I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 4 20 AMP BRANCH G I RCU I TS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS I NTERRUPTERS. 3. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE (KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, 51NOLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT REGEPTAGLES. 5. 1FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN (olbs OR EXCEEDS 161n. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 2013 CEO SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE 5UPPORT FOR CEILING FANS PER 2013 SECTION 314.27 (a s d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. -i. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LlOH71NO SHALL BE HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR. BASELINE WATER USE - 4 BEDROOM RESIDENCE FIXTURE TYPE FLOW RATE DURATION KITCHEN LIGHTING 50HEDULE: n A B LUMINAIRE TYPE: COMPACT FLUOR. 4' FLUOR. TUBE V FLUOR. TUBE HIGH EFFICACY: YES YES YES WATTS: QUANTITY: 26 5 32 2 25 1 HIGH EFFICACY WATTS: OTHER WATTS: 120 64 25 x 5 MIN. x TOTAL (A): 20"1 TOTAL (B): COMPLIES IF A >/= B YES X NO = 100 LAV. FAUCETS (RESIDENTIAL) 2.2 x .25 MIN. BASELINE WATER USE - 4 BEDROOM RESIDENCE FIXTURE TYPE FLOW RATE DURATION DAILY n OCCUPANTS PER DAY 5HOWERHEAD5 (RESIDENTIAL) 2.5 x 5 MIN. x I x 5 = 100 LAV. FAUCETS (RESIDENTIAL) 2.2 x .25 MIN. x 3 x 5 = 5.2 KITCHEN FAUCETS 2.2 x 4 MIN. x I x 5 = 44.0 GRAVITY TANK -TYPE W.C.'s 1.28 x I FLUSH x 3 x 5 = 1a.2 TOTAL BASELINE WATER USE (BWU) = 171.4 176.2 (BWU) x .80 = ALLOWABLE WATER USE = 137.12 REG2U I RED 20�b REDUGTI ON I N BASELINE WATER USE GALGULATI ON TABLE F I XTURE TYPE FLOW RATE (qpm) DURATION DAILY USES n OcGUPANTS GALLONS PER DAY 5HOWERHEAD5 (RESIDENTIAL) 1.85 x 8 MIN. x I x w LAV. FAUCETS (RESIDENTIAL) 2.0 x .25 MIN. x 3 x 5 = 7.5 KITCHEN FAUCETS 1.5x 4 MIN. x I x 5 = 30.0 GRAVITY TANK -TYPE W.G.'s 1.28 x I FLUSH x 3 x 5 = Icf.2 ALLOWABLE DAILY WATER USE: 137.12 GALLONS PROPOSED DAILY WATER USE: 130.7 OALLON5 200 AMP., 3 -WIRE ELEG. MAIN FLUOR. pAUIFpRN,��pUE 110 -_L COMPL`i CAU ppv5 f ORlk EG,ISIOP Elf -U S RMEN.� S, R� ViPMEN� I'R COMPLY Vd� CALJFORNIA ELECTRICACODEARTTCLE 410-8 REQUIREMENTS FIXTURES IN CLOTHES CLOSETS PROVIDE SEPARATE GROUNDING CONDUCTOR FROM MAIN ELECTRICAL SERVICE PANEL TO REMOTE STRUCTURES AND REMOTE SUBPANELS. CEC ART. 250.32 (D) ELECTRICAL PLAN 1/4" = 1'-0" The bathroom exhaust fan shall be controlled with humidistat control capable of adjustment between a relative humidity range of 50%6 to 80%. 2013 CGBC Section 4.50 Fs.� rF COIJN'� r7FVEL0�'MENT SERVICFS hREQ iEWED FOR �_?�!!JE !:C0-.�HLIANCE 51,jv�1. DATE-_-___! /�'%� � BY -C' ci?-- 11A& Rf �tr�r�y,�t. NOV - g 2015 $)"fins Cae1a Associates Revision: Date: By: Q 10-16-15 G5 N n W 00 � w PLO W c .� �•I � � ISI V � � O Wow bn o C E W MSI o M H 00 W W � w W � � � O Wow H di * No. 2128 7/17 5M I TH 2804 Date SEPT. 2015 Scale Drawn GAS Job 13-1-T48 Sheet 4 Of SIX Sheets SECTION R327.3 STANDARDS OF QUALITY R327.3.1 General. Building material, systems, assemblies and methods of construction used in this chapter shall be in accordance with Section R327.3. R327.3.2 Qualification by testing. Material and material assemblies tested in accordance with the requirements of Section 703A shall be accepted for use when the results and conditions of those tests are met. Product evaluation testing of material and material assemblies shall be approved or listed by the State Fire Marshal, or identified in a current report issued by an approved agency. R327.3.3 Approved agency. Product evaluation testing shall be performed by an approved agency as defined in Section 1702. The scope of accreditation for the approved agency shall include building product compliance with code. R327.3.4 Labeling. Material and material assemblies tested in accordance with the requirements of section R327.3 shall bear an identification label showing the fire test results. That identification label shall be issued by a testing and/or inspecting agency approved by the State Fire Marshal. 1. Identification mark of the approved testing and/or inspecting agency. 2. Contact and identification information of the manufacturer. 3. Model number or identification of the product or material. 4. Pre-test weathering specified in this chapter. 5. Compliance standard as described under Section R327.3.7. R327.3.5 Weathering and surface treatment protection. R327.3.5.1 General. Material and material assemblies tested in accordance with the requirements of Section 703A shall maintain their fire test performance under conditions of use when installed in accordance with the manufacturers instructions. R327.3.5.2 Weathering. Fire -retardant -treated wood and fire -retardant -treated wood shingles and shakes shall meet the fire test performance requirements of this chapter after being subjected to the weathering conditions contained in the following standards, as applicable to the materials and the conditions of use. R327.3.5.2.1 Fire -retardant -treated wood. Fire -retardant -treated wood shall be tested in accordance with ASTM D 2898, "Standard Practice for Accelerated Weathering of Fire -Retardant Treated Wood for Fire Testing (Method A)" and the requirements of Section 2303.2. R327.3.5.2.2 Fire -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes shall be approved and listed by the State Fire Marshal in accordance with Section 208(c), Title 19 California Code of Regulations. R327.3.5.3 Surface treatment protection. The use of paints, coatings, stains, or other surface treatments are not an approved method of protection as required in this section. R327.3.6 Alternates for materials, design, tests and methods of construction. The enforcing agency is permitted to modify the provisions of this chapter for site-specific conditions in accordance with Section 1.11.2.4. When required by the enforcing agency for the purposes of granting modifications, a fire protection plan shall be submitted in accordance with the California Fire Code, Chapter 49. R327.3.7 Standards of quality. The State Fire Marshal standards for exterior wildfire exposure protection listed below and as referenced in this chapter are located in the California Referenced Standards Code, Part 12 and Chapter 35 of this code. SFM Standard 12-7A-1, Exterior Wall Siding and Sheathing. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 10 minutes duration. SFM Standard 12-7A-2, Exterior Windows. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 8 minutes duration. SFM Standard 12-7A-3, Horizontal Projection Underside A fire resistance test standard consisting of a 300 kW intensity direct flame exposure for a 10 minute duration. SFM Standard 12-7A-4, Decking. A two-part test consisting of a heat release rate (Part A) deck assembly combustion test with an under deck exposure of 80kW intensity direct flame for a 3 minute duration, and a (Part B) sustained deck assembly combustion test consisting of a deck upper surface burning ember exposure with a 12 mph wind for 40 minutes using a 2.2 Ib (1 kg) burning "Class A" size 12" x 12" x 2.25" (300 mm x 300 mm x 57 mm) iroof test brand. SFM Standard 12 -7A -4A, Decking Alternate Method A. A heat release rate deck assembly combustion test with an under deck exposure of 80 kW intensity direct flame for a 3 minute duration. SFM Standard 12-7A-5, Ignition -Resistant Material. A generic building material surface burning flame spread test standard consisting of an extended 30 minute ASTM E84 or UL 723 test method as is used for Fire -Retardant -Treated wood. SECTION R327.4 IGNITION RESISTANT CONSTRUCTION R327.4.1 General. The materials prescribed herein for ignition resistance shall conform to the requirements of this chapter. R327.4.2 Ignition -resistant material. Ignition -resistant material shall be determined in accordance with the test procedures set forth in SFM Standard 12-7A-5 "Ignition -Resistant Material" or in accordance with this section. R327.4.3 Alternative methods for determining Ignition -resistant material. Any one of the following shall be accepted as meeting the definition of ignition -resistant material: 1. Noncombustible material. Material that complies with the definition for noncombustible materials in Section 202 2. Fire -retardant -treated wood. Fire -retardant -treated wood identified for exterior use that complies with the requirements of Section 2303.2 of the California Building Code. 3. Fire -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes, as defined in Section 1505.6 of the California Building Code and listed by State Fire Marshal for use as "Class B" roof covering, shall be accepted as an Ignition -resistant wall covering material when installed over solid sheathing. SECTION R327.5 ROOFING R327.5.1 General. Roofs shall comply with the requirements of Sections R327 and R902. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. R327.5.2 Roof coverings. Where the roof profile allows a space between the roof covering and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be firestopped with approved materials or have one layer of minimum 72 pound (32.4 kg) mineral -surfaced nonperforated cap sheet complying with ASTM D 3909 installed over the combustible decking. R327.5.3 Roof valleys. Where valley flashing is installed, the flashing shall be not less than 0.019 -inch (0.48 mm) No. 26 gage galvanized sheet corrosion -resistant metal installed over not less than one layer of minimum 72 -pound (32.4 kg) mineral -surfaced nonperforated cap sheet: complying with ASTM D 3909, at least 36 -inch -wide (914mm) running the full length of the valley. R327.5.4 Roof gutters. Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. SECTION R327.6 VENTS R327.6.1 General. Where provided, ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters, and underfloor ventilation shall be in accordance with Section 1203 of the Caliifornia Building Code and Sections R327.6.1 through R327.6.3 of this section to resist building ignition from the intrusion of burning embers and flame through the ventilation opening. R327.6.2 Requirements. Ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters, and underfloor ventilation openings shall be fully covered with metal wire mesh, vents, other materials, or other devices that meet the following requirements: 1. The dimensions of the openings therein shall be a minimum of 1/16 inch (1.6 mm) and shall not exceed 1/8 inch (3.2 mm). 2. The materials used shall be noncombustible. Exception: Vents located under the roof covering, along the ridge of roofs, with the exposed surface of the vent covered by noncombustible wire mesh, may be of combustible materials. 3. The materials used shall be corrosion resistant. R327.6.3 Ventilation openings on the underside of eaves and cornices. Vents shall not be installed on the underside of eaves and cornices. Exceptions: 1. The enforcing agency may accept or approve special eave and cornice vents that resist the intrusion of flame and burning embers. 2. Vents complying with the requirements of Section R327.6.2 may be installed on the underside of eaves and cornices in accordance with either one of the following conditions: 2.1.The attic space being ventilated is fully protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 of the California Building Code or, e of noncombustible material, or ignition -resistant -materials as determined in accordance with 2.2.The Cod exterior wall covering and exposed underside of the eave ar SFM Standard 12-7A-5 Ignition -Resistant Material and the vent is located more than 12 feet from the ground or walking surface of a deck, porch, patio, or similar surface. SECTION R327.7 EXTERIOR COVERING R327.7.1 Scope. The provisions of this section shall govern the materials and construction methods used to resist building ignition and/or safeguard against the intrusion of flames resulting from small ember and short-term direct flame contact exposure. R327.7.2 General. The following exterior covering materials and/or assemblies shall comply with this section: 1. Exterior wall covering material. 2. Exterior wall assembly. 3. Exterior exposed underside of roof eave overhangs, 4. Exterior exposed underside of roof eave soffits. 5. Exposed underside of exterior porch ceilings. 6. Exterior exposed underside of floor projections. 7. Exterior underfloor areas. Exceptions: 1.1.Exterior wall architectural trim, embellishments, fascias and glutters. 1.2. Roof or wall top cornice projections and similar assemblies. 1.3. Roof assembly projections over gable end walls. 1.4. Solid wood rafter tails and solid wood blocking installed between rafters having minimum dimension 2 inch (50.8 mm) nominal. 1.5.Deck walking surfaces shall comply with Section R327.9 only - R327.7.3 Exterior walls. The exterior wall covering or wall assembly shall comply with one of the following requirements: 1. Noncombustible material. 2. Ignition -Resistant material. 3. Heavy timber exterior wall assembly. 4. Log wall construction assembly. 5. Wall assemblies that meet the performance criteria in accordance with the test procedures for a 10 -minute direct flame contact exposure test set forth in SFM Standard 12-7A-1. Exception: Any of the following shall be deemed to meet the assembly performance criteria and intent of this section: 1.1. One layer of 5/8 -inch Type X gypsum sheathing applied behiind the exterior covering or cladding on the exterior side of the framing. 1.2.The exterior portion of a 1 -hour fire resistive exterior wall assembly designed for exterior fire exposure including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. R327.7.3.1 Extent of exterior wall covering. Exterior wall coverings shall extend from the top of the foundation to the roof, and terminate at 2 inch (50.8 mm) nominal solid wood blocking between rafters at all roof overhangs, or in the case? of enclosed eaves, terminate at the enclosure. R327.7.4 Open roof eaves. The exposed roof deck on the underside off unenclosed roof eaves shall consist of one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside exterior of the roof deck. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembtly applied to the underside of the roof deck designed for exterior fire exposure including assemblies using the gypsum panel and sheathing products listed) in the Gypsum Association Fire Resistance Design Manual. Exceptions: The following materials do not require protection: 1.1. Solid wood rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8 mm). 1.2. Solid wood blocking installed between rafter tails on the expiosed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8mm). 1.3. Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails. 1.4.Fascia and other architectural trim boards. R327.7.5 Enclosed roof eaves and roof eave soffits. The exposed umderside of enclosed roof eaves having either a boxed -in roof eave soffit with a horizontal underside, or sloping rafter tails with an exterior covering applied to the underside of the rafter tails, shall be protected by one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the rafter tails or soffit. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembtly applied to the underside of the rafter tails or soffit including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. Boxed -in roof eave soffit assemblies with a horizontal underside tthat meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3. Exceptions: The following materials do not require protection: 1.1. Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails. 1.2.Fascia and other architectural trim boards. R327.7.6 Exterior porch ceilings. The exposed underside of exterior i porch ceilings shall be protected by one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind tlhe exterior covering on the underside of the ceiling. 4. The exterior portion of a 1 -hour fire resistive exterior wall assemtbly applied to the underside of the ceiling assembly including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. Porch ceiling assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3. Exception: Architectural trim boards. R327.7.7 Floor projections. The exposed underside of a cantileveredi floor projection where a floor assembly extends over an exterior wall shall be protected by one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind mn exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assemlbly applied to the underside of the floor projection including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. The underside of a floor projection assembly that meet the perfotrmance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3. Exception: Architectural trim boards. R327.7.8 Underfloor protection. The underfloor area of elevated or (overhanging buildings shall be enclosed to grade in accordance with the requirements of this chapter or the underside of the exposed underfloor shall consist of one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assermbly applied to the underside of the floor including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3. Exception: Heavy -timber structural columns and beams do not require protection. R327.7.8 Underside of appendages. When required by the enforcinlg agency the underside of overhanging appendages shall be enclosed to grade in accordance with the requirements of this chapter or the underside of the exposed underfloor shall consist of one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assennbly applied to the underside of the floor including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Desilgn Manual. 5. The underside of a floor assembly that meets the performance )criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3. Exception: Heaw-timber structural columns and beams do not retauire protection. SECTION 327.8 EXTERIOR WINDOWS AND DOORS R327.8.1 General. R327.8.2 Exterior glazing. The following exterior glazing materials and/or assemblies shall comply with this section: 1. Exterior window. 2. Exterior glazed doors. 3. Glazed openings within exterior doors. 4. Glazed openings within exterior garage door. 5. Exterior structural glass veneer. R327.8.2.1 Exterior windows and exterior glazed door assembly requirements. Exterior windows and exterior glazed door assemblies shall comply with one of the following requirements: 1. Be constructed of multiple glazing with a minimum of one tempered pane meeting the requirements of Section 2406 Safety Glazing, or 2. Be constructed of glass block units, or 3. Have a fire -resistance rating of not less than 20 minutes when tested according to NFPA 257, or 4. Be tested to meet the performance requirements of SFM Standard 12-7A-2. R327.8.2.2 Structural glass veneer. The wall assembly behind structural glass veneer shall comply with section R327.7.3. R327.8.3 Exterior doors. Exterior doors shall comply with one of the following: 1. The exterior surface or cladding shall be of noncombustible or Ignition -resistant material, or 2. Shall be constructed of solid core wood that comply with the following requirements: 2.1.Stiles and rails shall not be less than 1 3/8 inches thick 2.2.Raised panel shall not be less than 1 1/4 inches thick, except for the exterior perimeter of the raised panel that may taper to a tongue not less than 3/8 inch thick. 3. Shall have a fire -resistance rating of not less than 20 minutes when tested according to NFPA 252. 4. Shall be tested to meet the performance requirements of SFM Standard 12-7A-1. R327.8.3.1 Exterior door glazing. Glazing in exterior doors shall comply with Section 708A.2.1. SECTION R327.9 DECKING R327.9.1 General. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of this section. R327.9.2 Where required. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of this section when any portion of such surface is within 10 feet (3048 mm) of the building. R327.9.3 Decking surfaces. The walking surface material of decks, porches, balconies and stairs shall be constructed with one of the following materials: 1. Ignition -resistant material that complies with the performance requirement of both SFM Standard 12-7A-4 and SFM Standard 12-7A-5. 2. Exterior fire retardant treated wood. 3. Noncombustible material. 4. Any material that complies with the performance requirements of SFM Standard 12 -7A -4A when attached exterior wall covering is also either noncombustible or ignition -resistant material. Exception: Wall material may be of any material that otherwise complies with this chapter when the decking surface material complies with the performance requirement ASTM E 84 with a Class B flame spread rating. SECTION R327.10 ACCESSORY STRUCTURES R327.10.1 General. Accessory and miscellaneous structures, other than buildings covered by Section 701A.3, which pose a significant exterior exposure hazard to applicable buildings during wildfires shall be constructed to conform to the ignition resistance requirements of this section. R327.10.2 Applicability. The provisions of this section shall apply to trellises, arbors, patio covers, carports, gazebos, and similar structures of an accessory or miscellaneous character. Exceptions: 1. Decks shall comply with the requirements of Section 709A. 2. Awnings and canopies shall comply with the requirements of Section 3105. R327.10.3 Where required. Accessory structures shall comply with the requirements of this section. R327.10.3.1 Attached accessory structures shall comply with the requirements of this section. R327.10.3.2 When required by the enforcing agency, detached accessory structures within 50 feet of an applicable building shall comply with the requirements of this section. R327.10.4. Requirements. When required by the enforcing agency accessory structures shall be constructed of noncombustible or ignition -resistant materials. PERMIT PU7TF COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE 000 FLIANCEDATIE 111 f�BY-- A rrlt�a-,�r Nov 9 Sit Associates Revision: I Date: • n By: No. 212.0 i RE 7 W LDLAND URBAN INTERFACE Date 2014 Scale Drawn Job Sheet W U Of Sheets TITLE: 24 MANDATORY MEASURES G-7 BU I LD I NO ENVELOPE MEASURES I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR LEAKAGE. 2. FENESTRATION PRODUCTS (EXCEPT FIELD -FABRICATED WINDOWS) SHALL HAVE A LABEL LISTING THE CERTIFIED U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHOG), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF §I0-111(0). 3. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-5TRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED. 4. INSULATION 5PEGIFIED OR INSTALLED SHALL MEET STANDARDS FOR INSULATING MATERIAL. INDICATE TYPE AND INCLUDE ON GF -&R FORM. 5. THE THERMAL EMITTANGE AND 50LAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENTS OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF 15 5PEGIFIE1;) ON THE GF -IR FORM 6. A RADIANT BARRIER SHALL HAVE AN EMITTANGE OF 0.05 OR LE55 WHEN THE INSTALLATION OF A RADIANT BARRIER 15 SPECIFIED ON THE CFIR. 7. LOOSE FILL INSULATION SHALL CONFORM WITH MANUFACTURER'S INSTALLED DE51ON LABELED R -VALUE P I iREPLAGES DECORATIVE OAS APPLIANCES AND OAS LOO MEASURES: N OPENING OF THE FIREBOX. E HAVE LOSABLE METAL OR GLASS DOOR COVERING THEENTIRE P I. MASONRY OR FACTORY -BUILT FIR PLACES SHALL VEA G 2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH 15 AT LEAST SIX SQUARE INCHES IN AREA AND 15 EQUIPPED w/ A READILY ACCESSIBLE, OPERABLE, AND TIGHT -FITTING DAMPER AND OR A COMBUSTION -AIR CONTROL DEVICE. 3. MASONRY OR FACTORY -BUILT FIREPLACES HAVE A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. 4. CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. SPAGE GONDITIONINO WATER HEATING AND PLUMBING SYSTEM MEASURES I. HVAC EQUIPMENT, WATER HEATERS, SHOHERHEAD5, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION. 2. WATER HEATER RECIRCULATION LOOPS SERVING MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION REQUIREMENTS. 3. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL OAS: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES v4/OUT AN ELEGTRIGAL SUPPLY VOLTAGE CONNECTION w/ PILOT LIGHTS THAT CONSUME LE55 THAN 150 Btu/hr ARE EXEMPT), AND POOL AND SPA HEATERS. 4. HEATING AND/OR COOLING LOADS SHALL BE CALCULATED IN ACCORDANCE w/ ASHRAE, SMAGNA OR ALGA. 5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDENSING UNITS SHALL HAVE A CLEARANCE OF AT LEAST 5' FROM THE OUTLET OF ANY DRYER VENT. 6. HEATING SYSTEMS SHALL BE EQUIPPED w/ THERM05TATS THAT MEET THE SETBACK REQUIREMENTS OF 5EGTION 110.2(G). 7. STORAGE GAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAPPED H/ INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. 8. UNFIRED HOT WATER TANKS, SUCH AS STORAGE TANKS AND BACKUP STORAGE TANKS FOR SOLAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R -I& INTERNAL INSULATION R -VALUE IS INDICATED ON THE EXTERIOR OF THE TANK. ASSOCIATED A DOMESTIC HOT F OR LARGER, PIPING, A550G w/ N PIPING WITH A NOMINAL DIAMETER O L ALL P ci. FIRST 5 FT. OF HOT AND GOLD WATER PIPES CLOSEST TO WATER HEATER TANK, ALL P 4 , WATER RECIRCULATION SYSTEM REGARDLESS OF THE PIPE DIAMETER, PIPING FROM THE HEATING SOURCE TO STORAGE TANKS, PIPING BURIED BELOW GRADE, AND ALL HOT WATER PIPES FROM, THE HEATING SOURCE TO KITCHEN FIXTURES MUST BE INSULATED ACCORDING TO THE REQUIREMENTS TABLE 120.3-A. 10. ALL DOMESTIC HOT WATER PIPES THAT ARE BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NON CRUSHABLE CASING OR SLEEVE THAT ALLOHS FOR INSTALLATION, REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION. II. PIPE FOR COOLING 5Y5TEM LINES SHALL BE INSULATED AS SPECIFIED IN §150.0(j)2A. PIPINO INSULATION FOR STEAM AND HYDRONIC HEATING SYSTEMS OR HOT WATER SYSTEMS WITH PRE55URE >15 psig SHALL MEET THE REQUIREMENTS IN TABLE 120.3-A. 12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. 13. INSULATION EXPOSED TO WEATHER SHALL EITHER BE RATED FOR OUTDOOR USE OR INSTALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE. 14. INSULATION FOR CHILLED WATER PIPING AND REFRIGERANT SUCTION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE ENCLOSED ENTIRELY IN CONDITIONED SPACE. 15. SYSTEMS U51NO GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRICAL RECEPTACLE WITHIN 3' OF THE WATER HEATER; A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH A STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 IN5TALLED; A CONDENSATE DRAIN THAT 15 NOT MORE THAT 2" HIGHER THAT THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR- 16. RECIRCULATING LOOPS SERVING MULTIPLE DWELLING UNITS SHALL MEET THE REQUIREMENTS OF §I10.3(c)5 1-1. SOLAR WATER -HEATING 5Y5TEM5 AND GOLLEGTOR5 SHALL BE CERTIFIED AND RATED BY THE SOLAR RATINGS AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED BY THE EXECUTIVE D I REGTOR. DUCTS AND FAN MEASURES: I. ALL AIR -DISTRIBUTION SYSTEM DUCTS AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENTS OF CMG SECTIONS 601, &02, 603, 604, 605 AND AN5I/5MAGNA-006-200& HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 3rd ADDITION. SUPPLY -AIR AND RETURN -AIR DUCTS AND PLENUMS ARE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-6.0 OR ENCLOSED ENTIRELY IN CONDITIONED SPACE AS CONFIRMED THROUGH FIELD VERIFICATION AND DIASN05TIC TESTING. CONNECTIONS OF METALS DUGT5 AND INNER GORE OF FLEXIBLE DUGT5 ARE MECHANICALLY FASTENED. OPENINGS SHALL BE SEALED w/ MASTIC, TAPE OR OTHER DUCT -CLOSURE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENTS OF UL-I&I, UL 151A, OR UL 1815 OR AER050L SEALANT THAT MEETS THE REQUIREMENTS OF UL 723. IF MA5TIG OR TAPE 15 USED TO SEAL OPENINGS GREATER THAN Y4 INCH, THE COMBINATION OF MASTIC AND EITHER MESH OR TAPE SHALL BE USED. 2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR GON5TRUCTED w/ MATERIALS OTHER THAN SEALED SHEET METAL, DUCT BOARD OR FLEXIBLE DUCT SHALL NOT BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND SUPPORT PLATFORMS MAY CONTAIN DUCTS. DUCTS INSTALLED IN CAVITIES AND SUPPORT PLATFORMS SHALL NOT BE COMPRESSED TO CAUSE REDUCTIONS IN THE GROSS -SECTIONAL AREA OF THE DUCTS. 3. FACTOR FABRICATED DUCT SYSTEMS SHALL COMPLY w/ SPECIFIED FOR DUCT CONSTRUCTION, AND 6L05URE5; JOINTS AND SEAMS OF DUCT SYSTEMS AND THEIR COMPONENTS SHALL NOT BE SEALED w/ CLOTH BACK RUBBER ADHESIVE DUCT TAPES UNLESS SUCH TAPE 15 USED IN COMBINATION w/ MASTIC AND DRAW BONDS. 4. FIELD FABRICATED DUCT 5Y5TEM5 SHALL COMPLY w/ REQUIREMENTS FOR DUCT CONSTRUCTION, CONNECTIONS, AND CLOSURES, AND OTHER REOUIREMENT5 SPECIFIED FOR DUCT CONSTRUCTION DUGT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING. 5. ALL FAN SYSTEMS THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUT5IDE SHALL HAVE BACK DRAFT OR AUTOMATIC, DAMPERS. 6. GRAVITY VENTILATING SYSTEMS 5ERVINO CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND OUTLET AIR OPENINGS AND ELEVATOR SHAFT VENTS. 7. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND, BUT NOT LIMITED TO THE FOLLOWING; INSULATION EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT IS WATER RETARDANT AND PROVIDES 5HIELDINO FROM 50LAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. &. FLEXIBLE DUCTS CANNOT HAVE POROUS INNER GORES. D GT LEAKAGE TESTED AS GE THE DUCTS SHALL BE SEALED AN DU L N OCCUPIABLE SPA , q. WHEN SPACE CONDITIONING SYSTEMS USE FORGED AIR SYSTEMS TO SUPPLY CONDITIONED AIR TOA G , CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE HITHI REFERENCE RESIDENTIAL APPENDIX RA3. 10. MEGHANIGAL SYSTEMS THAT SUPPLY AIR TO AN OCCUPIABLE SPACE THROUGH DUCTWORK EXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXGEPT EVAPORATIVE GOOLER5, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THE REQUIREMENTS OF §150.0(m)12. 11. SPACE CONDITIONING SYSTEMS THAT UTILIZE FORGED AIR DUCTS TO SUPPLY COOLING TO AN OCCUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC PRESSURE PROBE (H5PP), OR A PERMANENTLY INSTALLED STATIC, PRESSURE PROBE (PSPP) IN THE SUPPLY PLENUM. THE SPACE CONDITIONING SYSTEM MUST ALSO DEMONSTRATE AIRFLOW s 0.5& 1^/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAON05TIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3. 12. ZONALLY CONTROLLED CENTRAL FORGED AIR CODLING SYSTEMS SHALL BE CAPABLE OF SIMULTANEOUSLY DELIVERING, IN EVERY ZONAL CONTROL MODE, AND AIRFLOW FROM THE DWELLING, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DWELLINO, OF << 350 CFM PER TON OF NOMINAL COOLING CAPACITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN EFFIGAGY OF 50.58 1^/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE APPENDIX RA3. 13. ALL DHELLINO UNITS SHALL MEET THE REQUIREMENTS OF ASHRAE STANDARD 62.2. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEMS ARE PERMISSIBLE METHOD OF PROVIDING THE WHOLE BUILDING VENTILATION. 14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFIGATION AND DIAGNOSTIC TESTING, IN AGGOIRDANGE w/ REFERENCE RESIDENTIAL APPENDIX RA3.YAH RE51 DENTI AL L I OHTI NCC MEASURES: I. INSTALLED LUMINARIES SHALL BE CLASSIFIED AS HIGH -EFFICACY OR LOW-EFFIGAGY FOR COMPLIANCE WITH §15C.C(k) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.015, A5 APPLICABLE. 2. WHEN A HIGH EFFICACY AND LOW EFFIGAGY LIGHTING SYSTEM ARE COMBINED IN A 51NOLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF §150.0(k). 3. THE WATTAGE AND CLASSIFICATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §130.0(c). IN RESIDENTIAL KITCHENS, THE HATTAOE OF ELEGTRIGAL BOXES FINISHED w/ A BLANK COVER OR WHERE NO ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, AND WHERE THE ELECTRICAL BOX CAN BE USED FOR A LUMINAIRE OR A SURFACE MOUNTED CEILING FAN, SHALL BE CALCULATED A5 180 WATTS OR LOW EFFICACY LIGHTING PER ELECTRICAL BOX. 4. BALLAS75 FOR FLUORESCENT LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC, AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. 5. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR EXHAU57 FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATTS OF POWER PER LUMINAIRE OR EXHAUST FAN AS DETERMINED IN ACCORDANCE w/ §130.0(c). NIGHT LIOHT5 DO NOT NEED TO BE CONTROLLED BY VACANCY SENSORS. &. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITGHEN5, SHALL MEET THE APPLICABLE REOUIREMENT5 OF §150.0(k) 7. HIGH EFFICACY LUMINIAIRE5 MUST BE 5WITGHED SEPARATELY FROM LOW EFFICACY LUMINAIRES. &. EXHAUST FANS SHALL BE 5WITGHED SEPARATELY FROM LIGHTING SYSTEMS. cf. LUMINAIRES SHALL BE 5WITGHED w/ READILY ACCESSIBLE CONTROLS THAT PERMIT THE LIMINAIRE5 TO BE MANUALLY 5WITGHED ON AND OFF. 10. NO CONTROL SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY w/ §150.0(k). 11. LIGHTING CONTROLS COMPLY w/ APPLICABLE REQUIREMENTS OF §IIO.a. 12. AN ENERGY MANAGEMENT CONTROL SYSTEM (EM05) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENT5 IF; IT FUNCTIONS AS A VACANCY SENSOR. 13. A MULTISCENE PROGRAMMABLE CONTROLLER MAY BE USED w/ DIMMER REQUIREMENTS IF IT PROVIDES THE FUNCTIONALITY OF A DIMMER. 14. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED HATTAOE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS SHALL BE HIGH EFFIGAGY. 15. KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN THE KITCHEN EXCEPT INTERNAL LIGHTING IN GABINET5 THAT ILLUMINATE ONLY THE INSIDE OF CABINETS. LIGHTING IN AREAS ADJACENT TO THE KITCHEN, INGLUDINO BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIGHTING IF THEY ARE NOT SEPARATELY 5WITGHED FROM THE KITCHEN LIGHTING. I&. PERMANENTLY INSTALLED LIGHTING THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 HATT5 OF POHER PER LINEAR FOOT OF ILLUMINATED CABINET. 17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIOHTINO INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY 5EN50R. 18. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS. Icl. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES, OR CONTROLLED BY EITHER DIMMER5 OR VACANCY SENSORS. 20. LUMINAIRES REGE55ED INTO INSULATED CEILINGS SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IG) BY UNDERWRITTEN LAB0RATORIE5 OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIRTIGHT WIT AIR LEAKAGE LE55 THEN 2.0GFM AT 75 PA50AL5 WHEN TESTED IN ACCORDANCE WITH A5TM E293; AND BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING. FOR REGE55ED COMPACT FLUORESCENT LUMINAIRES w/ BALLASTS TO QUALIFY AS HIGH EFFICACY. 21. LUMINAIRES PROVIDING OUTDOOR LIOHTINO, INCLUDING LIGHTING FOR PRIVATE PATIOS IN LOW-RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALCONIES, AND PORCHES, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDIN05 ON THE SAME LOT SHALL BE HIGH EFFICACY. EXCEPTION I: PERMANENTLY INSTALLED OUTDOOR LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY A MANUAL-ON/OFF 5WITGH, A MOTION SENSOR NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DI5ABLE5 THE MOTION SENSOR, AND ONE OF THE FOLLOWINO CONTROLS: A PHOTOGONTROL NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE PHOTOCONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR 51TIPA55 SWITCH THAT DISABLES THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EM05) NOT HAVING AN OVERRIDE OR BYPA55 5WITGH THAT ALLOW5 THE LUMINAIRE TO BE ALWAYS ON. EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE 5WIT0H WHICH BYPASSES THE MOTION 5EN51NO FUNCTION PROVIDED THAT THE MOTION SENSOR 15 AUTOMATICALLY REACTIVATED WITHIN 51X HOURS. 22. INTERNALLY ILLUMINATED ADDRE55 SIGNS SHALL COMPLY WITH SECTION 140.8; OR SHALL CONSUME NO MORE THAN 5 HATT5 OF POWER. 23. LIGHTING FOR PARKING LOTS AND GARPORT5 WITH A TOTAL OF & OR MORE VEHICLES PER 51TE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN SECTIONS 130, 132, 134, AND 147. LIGHTING FOR PARKING GARAGES FOR & OR MORE VEHICLES SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTIONS 130, 131, 134, AND 146. 24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLING SPACES OF LOW-RISE RESIDENTIAL BUILDING WITH 4 OR MORE DHELLINO UNITS SHALL BE HIGH EFFICACY LUMINAIRES. EXCEPTION: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT 5EN50R(5) CERTIFIED TO COMPLY WITH THE APPLICABLE REQUIREMENTS. SOLAR READY BUILD I NGS: I. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM 5U55AR RATING OF 200 AMPS. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE: POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, PERMANENTLY MARKED AS ,,FOR FUTURE SOLAR ELECTRIC". 2013 CALGreen Residential Mandatory Measures Planning anti Design 4.106.2 - Sto►rm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger cormmon plan of development shall manage storm water drainage during construction. 4.106.3 - Graiding and Paving - Construction plans shall indicate how the site grading and drainage system will manage all surface! water flows to keep water from entering building. Exception:: Additions or alterations not altering the drainage path. 4.106.4.1- El.lectric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate a dedicatted 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 eenclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuotus at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall dedicated branch circuit and aces reserved to permit provide capacity to install a 40 ampere minimump () installaticm of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify tlhe overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway terminatiion location shall be permanently and visibly marked as "EV CAPABLE". Energy Efficiiency i 4.201.1-5.20)1.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building shall meeit or exceed the minimum standards design required by the California Energy Standards. Standards for residentiall buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2013 (California Energy Code. Water Efffchency and Conservation Indoor Use - 4.303.1- Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush. 4.303.1.2 - !Urinals flush volume shall not exceed 0.5 gals per flush. 4.303.1.3.1- Single showerheads shall have a maximum flow rate of not more than 2.0 gpm. 4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets controlledi by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time. 4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.5 gpm. The minimum flow rate shall not be lesss than 0.8 gpm. 4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm. 4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle. 4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase the flow a3bove the maximum rate, but not to exceed 2.2 gpm. Note: Wheni complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 - Pluimbing fixtures and fittings shall be installed in accordance with the Plumbing Code. Outdoor Us(e - 4.304.1- Irriigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at the time (of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant watering needs as weather or soil conditions change. 2. Weather -'based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Material Cornservation and Resource Efficiency 4.406.1- Roldent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to) prevent passage of rodents. 4.408.1- Construction Waste Reduction of at least 50% - A minimum of 500% of the construction waste generated at site is divlerted to recycle or salvage. 4.408.2 Conistruction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Section 4..408.2. Plans shall be undated as necessary and shall be available for examination during construction. 4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted construction and demolition waste materials meet the requirements in Section 4.408.1. 4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area. 4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of constructtion and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building a rea. 4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or, occupant. Environmental Quality 4.503.1 Gerneral - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet !stove shall comply with US EPA Phase If emission limits where applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. 4.504.1 Covrerings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other rebated air distribution component openings shall be covered during construction. 4.504.2.1- /Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits. 4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits. 4.504.2.3 - )Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic compounds. 4.504.3 - Cairpet Systems - Shall be compliant with VOC limits. 4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC - emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or to be certifiied under the Resilient Floor Covering Institute (RFCI) FloorScore Program. 4.504.5 - Cc)mposite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior fiinish systems shall comply with low formaldehyde emission standards. 4.505.2 - Cmncrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations. 4.505.3 - Mioisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure. 4.506.1- Ba3throom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom. 4.507.2 - Hceating and Air Conditioning System Design - Duct systems are sized , designed, and equipment selected using they following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 2. Size dwct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment accordinig to ACCA 36-S (Manual S) or equivalent. Installed & Special Inspection Qualifications 702.1- HVAaC system installers are trained and certified in the proper installation of HVAC systems and equipment. 702.2 Spec:ial inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1- Doctumentation -Verification of compliance with the code may include construction documents, plans, specificaitions, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing agency %which show substantial conformance. TABLE 4 ZO4.1 ,ADWME k LIMIT" I istz Wnrar, rind 1 F-yomcit Cmmmundg In Glonrm r4sr L tt lr ARCHITECTUPALAPPLIC&TION CUPPENT`,tt?CtlfsilT ffi � rear ~t �cillr i Ail Cor tt:_Iadlu, hQ o r OuOfior... ei atilher,k ; 150 'Wr1 o rJ Rtbl,cr fig?°y?r a�JhcL ie��;� fro Suhfloora c..' C en, f -lir: likw adheq ivos 65 V !' and w: hilt t:ih. Alt,�shvs 5) L'r� Il %.1 a.m 1 adhc„ i* , 2sX, 775 0dtow iswt•s *U, 1sTlt I:i .0 x � L rertr,ty:til,ri aclhr i°� r1(0 4'Strtt.har•t1 ��lns.in' ar.11ll»:i°=�� i°at�t 3 `i 12711«1 01tirr•rtldlwiw-. rnt k citim,11 ' Iktexl sjy PrCI4 LT`S.4PPLICtSTI-ON G,-.flc mold fits C,�7vn poti fld"_3 35 M ConcrEIP.'rnrirrofF zal1,rs 1(`r"I W Gy fiw-vrt:e r.zml.°a:s PI isti+_ cc ti3ent -wt ldl tin 250 dll �i 4 r�trn-qr Enr 1-s°;t i r _, $. ,��..or1 Cmtxtj4fhcc ive ' ria �k No. 212 9mch.tral P.^r--A metrinhera.Jhe:i�„e I � T � arm trim 11111 -.ivr- 2=0 V,18 3TR4,TE SPECIFIC ARPLIC47I t,1 ALOF r1r4:iI i Pl r_.tnc F-ra€TI" li pomut material trwxb_ epi -P: `1 5,01 'Wo fl LI YJ Sheet InrJl��ria1 m;riat��n�ror:�Cftn�� 1..1f an ad cc ,ive its it sed t(-. di,,si raiLtr sutash-ater, tngcll r, the n,mit►�si°„ti with th-eh€gljcstN10Ccnntent, sh;rll K? all+n°x"'ei. w. T rrstd.iiti�meal int �m7ati nr� tr in , 11ar,�f: tnrrrwa;urrchr yrs r�tTt rt Ire ified inilri�: ta•blo, see South Cba;,t :sir Quality Managen-rrat Iii -strut Rii tz I I :. TA ELE 4.',5042 EAL,ANT YX LIFA T Lon!; Wien �and L �: Exempt Commt un ds fa Grates p-�?r ILiimr SFAL4 NTS CUPP E"T'VOC LIN11T Architc turnt t.3t rti ft", r4l 611,3 deck : 70r, N,' i i n 1 -� m � m nc, moi" " %fcAi im 6 rnity fih,:ir srd t NnfLit-hrijh Llm t f1.1 (flier �1 SE&L.A;NT P PIMEAS N Archit l_pmra-1 None o -m nr-i lul: 2sX, 775 Mri d ifwd Ni umiiimt; 5X) �rbr.: Other 7 f071 TABLE 4-504.3 VGC CONT'ENT LRAITS FOR ARCHITECTURAL OATI4GS" rzinir,of VOCTvrLiligir01 C:(,'ofing. 1 tz- , Warar and Less Exprlwt G oinvotind C ATINC, ATI1,ORV EI-FECiTIVE i.t'111,0id5 EFFECTIVE 1.k'1211 t.3t rti ft", 56 13.x5 N`=t,lialv'4 ifw,� 11 ) %fcAi im 6 rnity fih,:ir srd t NnfLit-hrijh Llm t f1.1 SPECIALTY COATING* Alwimi ivi in roof co alis 3,.,s N rt_aat'tt-"' O I�1 � P,iinJttYinr•ui rr,r�Fro;lli!n(' j ON bvA Mirlflminf-lis f,11-fptinV2� rs 3 `i f�-md hrak s, fes) G,-.flc mold fits C,�7vn poti fld"_3 35 M ConcrEIP.'rnrirrofF zal1,rs 1(`r"I W Gy fiw-vrt:e r.zml.°a:s 503 r) t' frin, coltinP Fail* Fnl- ioc, -ntlnpt: ria �k No. 212 Fire resistive rrilliW=f G, a Floor coviLr 1r°l ALOF F; rim-r,Ixw Fnnmwiaafill � ? Gr-. 1-anwrsrrsr atrci'slsiwli ointai Wr Scale !1,1111 tern Pori hl fe cria tillej 4Y"3 Sheet InrJl��ria1 m;riat��n�ror:�Cftn�� z� Low coal 'In rsr 1§fo;z nc-rft:e r-� rnan1 cqat'tii 'p-,4-. ,,:7) MlmifiE` t?'Ib.ife owl i tit S 100'? Mk!.,l',)lIb-`pip i'1 altz A" 3tl 500 14111tic0l47a £-"OC111PS 25) Prerre :3tnv n t ay.ish priirneirs 420 PfiJ1't'm n,,i vI . M11 `.tn,ltyrrrtar"m IN) R��nrfti °a i:twit ng �ral,r� 9 ^. `355) P.ec�?= 0 t�rTtir3 � r I?4;:af o iin*-,1 1>Tu+°t '�r=°`r�°��t;ft'a a �.•��l t�i�A� :i'°t 2511 ;-1 Ott llr►. ryCle c 4,r r1ty tir ITrr:rs. W11'�f ar t 11a1N-Alt,orq 3 r tAn Stain Svnr►t � , rti Ildant 1� t Cti�ylnr33 r T . I� hitt r 31- Tr-nfrl,z 2.146np r.omill2S 1N) 'rill aid the rrefutt-zh C0101'"1 4 Walter tnr'ftai tit ihemiffs 251) 71m,ri-hir'trtiff 1. On tti� or'w'jr-' R r• 1i lcr of coating inc°lE.Oing v,-,atf ;r aind irvAu ing r-rce npt n[anil, 2. TIr-,:!- rcifio_dlimitsrem,,jiisinetT&tLinl"revkt dliroiisrareli<ar_cfinrtth�cc- quest coliumns in t_ ie tat -le. 3; Nliltles in this tab],-, erre cferivW, irrrrr3 llio: _- spc'r-ir►xd I?y th� C'alif,_-naia Air lir_°-riar-ce-, Board, ftsrcleftectur:31 C,,,atin¢.:Chr-itrr-1 l`",=tcasur Fdhri.nry 1. 20Ci:3_ iki0,rz inf-4-mation I� 11°18,1 able fregia the' Air Re +arcP-x P,0 ard. TU LE 4.0504 FOP MULD MYDE L1F IT_'� i Maximum Pormaidolw(fe 1M%sionn In Petr I:; rw lol'illir>i1 P A'�CtUCT _ CIJ RRE"T LIMIT T-IiH,mood 1yvyr*:_-d ite_-no?r,_,-iro 6.0 HaRl cod .lv '-:-,-�dti-fly ),u. c;°'r~ 13.x5 Niir 1 +i-3arid rl a) %fcAi im 6 rnity fih,:ir srd 17.1 i T13inmcAfurndiw:ns.il-v li. rh•-<vd f1.1 I . 741%:s in 'lhi* tahle an: d ri,,v-.l fro fn th x r, ci rwd by the �'ali f9mia, Air . T.,�:�mrpk Board, Air 7'oxii:x C"pv3t.ml N1.3rastrrp3 Cir C'nnTpn%itc" Wood a k- st.:°d i:n v_xo0ancc *°ith A 7NI 1? 133-3, For nddN-,,in:_al .inRq rmaticn., ���rgr:•;,�`=.s"RSC"��+� rRf��',�rar':.x�.7ra�,Titl.�.17.,rottinnx'�alilli:frr�u�la�"a�12r1.t2,. -_ ' � �; ° al•aii•p�J:rilladn.�arlT:3.�:ina�rixathiclno�s+�f�'` ir�:ltt�iTtrn'. R CtUMfLVELOPMENT SERVICES +?VIEWED FOR E OMPLIANCE C �� tet, / l DATE �� l_-1.1 f- BY r't A ry Nov - 9 2015 sham, Cana `�ssos:iates Revision: Date: By: N n O I�1 � ry a T 1 C j ON bvA M••I U � C> u � O M 00 h M V W W ARcy ORY ria �k No. 212 E . 7/ 7 % G, a ALOF ANDATORY MEASURES Date 2014 Scale Drawn Job Sheet COfSheets N M TA 11.0 T-1 O N 1-1M N O Via, ,a��,n`��w. � r ". r�� ��� `�,I� �i� R -t b��= �2� 5� j;l� XPi