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HomeMy WebLinkAboutB15-2155 017-110-045u P.T. SILL N/Y� " DIA. x 12" a.b. OR Y2" (V x b" "SIMP5ON" TITEN BOLT ® 6' O.G. AND 12" MAX. FROM ENDS W/ 3"x3"x.221" PLATE WASHERS, TYP.- GONG. SLAB, 5EE FOUNDATION PLAN--\ BUTTE COUNTY MAY 232016 DEVELOPMENT ;StR VICES 81s-a)ss 10) n 6"d CODE ANALYSIS C,OVERNINC, CODES: 2013 GBG, 2013 GRG 2013 CEG, 2013 GPO, 2013 CMG, 2015 CFO, 2013 CALIF. HEALTH $ SAFETY CODE AMENDMENTS 2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II 2013 CALIF. ACCESSIBILITY REOUIREMEN75 AMERICANS w/ DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 0555G OCCUPANCY GROUP: GROUP: R3 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: 1801 S.F. ALLOWABLE STORY/HEIGHT: (3) STORIES / 40'-0" ACTUAL STORY/HEIGHT: (1) STORY / I6' -O" CONSTRUCTION TYPE: TYPE VB AUTOMATIC SPRINKLER: REG2UIRED NILDLAND URBAN FIRE INTERFACE: SEE NUI SHEET FOR RED'S. BASELINE WATER U5E - 2 BEDROOM RES 1 DENGE FIXTURE TYPE FLON mR)ATE DURATION 12'-10%2"v II' -O" I6' -(Y2" 4'-O" 5'-10" DAILY 3. OCCUPANTS 4 PER DAY 5HONERHEAD5 (RESIDENTIAL) 2.5 x 8 MIN. x I x 3 = 60 LAV. FAUCETS (RESIDENTIAL) 2.2 x .25 MIN. x 3 x 3 = 5.0 KITCHEN FAUCETS 2.2 XI 4 MIN. IXI I 1XI 3 = 26.4 GRAVITY TANK -TYPE N.G.'s 1.28 xI I FLUSH I x 3 1XI 3 = 11.52 TOTAL BASELINE WATER USE (BWU) = 102.12 102.12 (BWU) x .80 = ALLOWABLE WATER USE 1 82.34 REQUIRED 209/ REDUCTION IN BASELINE WATER USE CALCULATION TABLE FIXTURE TYPE FLOW RTE DURATION 12'-10%2"v II' -O" I6' -(Y2" 4'-O" 5'-10" DUSE5 3. OCCUPANTS 4 PER DAY 5HONERHEAD5 (RESIDENTIAL) 1.85 x 8 MIN. x I x 3 = 44.4 LAV. FAUCETS (RESIDENTIAL) 2.0 x .25 MIN. x 3 x 3 = 4.5 KITCHEN FAUCETS 1.5 x 4 MIN. x I x 3 = 18 GRAVITY TANK -TYPE N.G.'s 1.28 1XI I FLUSH x 3 x 3 = 11.52 ALLOWABLE DAILY WATER USE: 82.34 GALLONS PROPOSED DAILY WATER USE: 78.42 GALLONS NOTE: SEE WATER EFF I G I ENCY AND CONSERVATION SECTION AT GALGREEN MANDATORY MEASURES NOTES ON THE GALGREEN SHEET SHEARNAL.L SCHEDULE: SYMBOL: SHEARWALL: s/8" GDX PLYWD. OR OSB 12'-10%2"v II' -O" I6' -(Y2" 4'-O" 5'-10" W 8d'S ® 6", 12" O.G. 3. 3/8" GDX PLYWD. OR OSB 4 w/ Sd'S ® 411,12" O.G. w/ I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS 4x STUDS ® ADJ. PANEL SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT SPLICES THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (G516 5/8" GDX PLYWD. OR OSB A w/ 5d'5 ® 3", 12" O.G. w/ NOTE: 4x STUDS ® ADJ. PANEL 2. FIRE SPRINKLER SYSTEM 15 REG2UIRED PER ORO 8313.3 SPLICES NAILS AT PLYWOOD PANELS SHALL HAVE s/a" EDGE 3/8" GDX PLYWD. OR OSB 2Q w/ 8d'5 ® 2", 12" O.G. w/ 4x STUDS ® ADJ. PANEL 4. SPLICES I. 5HEARNALL FRAMING MAY BE DOUG. OR HEM. FIR, TYP. 2. NAILS SHALL BE COMMON NAILS (21'2"x.131"), TYP., U.O.N. 3. ALL PLYWOOD PANELS SHALL HAVE ALL EDGE5 BLOCKED. f O ENERAL NOTES O-1 v i -iv By: 12'-10%2"v II' -O" I6' -(Y2" 4'-O" 5'-10" MISCELLANEOUS 3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND 2. OAS FIRED WATER HEATER TANKS SHALL BE FASTENED TO I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (G516 OF CONTRASTING COLOR, VISIBLE FROM STREETS. STANDARDS PS 1-55. NOTE: OR EO) w/ MIN. 2" LONG #12 WOOD SCREWS ® 4" ABOVE 2. FIRE SPRINKLER SYSTEM 15 REG2UIRED PER ORO 8313.3 4. NAILS AT PLYWOOD PANELS SHALL HAVE s/a" EDGE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE DISTANCE AND SHALL NOT PENETRATE FACE -PLY. 4. 5HONER AND TUB -SHOWER COMBINATIONS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST 5• NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING � a1 PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY $ DOORS 2" © STUCCO SHALL BE LESS THAN 12" IN LEAST DIRECTION. PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. 6. FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR � TYPE. 51DINO LOCATIONS. o APPROVEDEQUAL, WITH CONNECTORS AS SPECIFIED. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN CONCRETE 7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO U o (3) WATER G1_05ET5. I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 25 DAYS 8. FOUNDATION. PROVIDE FIRE BLOGKINO IN CONGEALED SPACES (b. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/ 2013 7. SHOWER AND TUB/SHNR WALLS SHALL HAVE A SMOOTH, HARD, NONA55ORBENT SURFACE o/ A MOISTURE RESISTANT BARS -TYPE N OR 40. G.R.G. SECTION R302.11. UNDERLAYMENT TO A HEIGHT OF 72" ABV. FINISH FLR. DRAIN ROUGH CARPENTRY cf. FASTENERS FOR PRESERVATIVE TREATED AND FIRE 8080 S.G.D. INLET, PER ORS R307.2 1. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL HARDWARE AND FIRE STOPPING TO GUT OFF CONGEALED 3046 3046 ry k� 5.7' �ti� - - - 4070 SH w/ 4070 5H w/ 4070 SH w/ - COATING WEIGHTS FOR ZING COATED FASTENERS SHALL BE BE INSTALLED ON ALL EXTERIOR HOSE BIBS. DRAFT OPENINGS AS REQUIRED BY CODES FX., w/ 8' FX., w/ 8' 18" VEN75 Ib" VENTS 18" VENTS ry O�3,0 IN ACCORDANCE w/ A5TMA 153. 2013 G.R.G. SECTION R317.3. MECHANICAL 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE 10. BEARING WALL HDRS. SHALL BE 4x10 #2 OR 6x8 D.F. #1 MIN., GRADES INDICATED OR BETTER (NNPA GRADING RULES) 3046 - -- (- CSMT., w/ ( TYP., U.O.N. I. DRYER DUCT TO BE MIN. 4" :P TO THE OUTSIDE, EQUIPPED WITH UNLESS NOTED OTHERWISE. TANKLE55 ° I DW I `� - I I 1 NH a' HD. HT. °° O A BACK -DRAFT DAMPER. 4" 4) DUCT LENGTH IS LIMITED TO CONGEALED BEAMS AND POSTS ......................... NO. 2 O° LOUNO t= i KITCHEN VAULT. GLC. PLUMBINO 14' WITH 2 ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED EXPOSED BEAMS AND POSTS...............................NO. 1 I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 OR REWIRED BY THE MANUFACTURE'S INSTALLATION 2x JOISTS AND RAFTERS........................................NO. 2 +38" COUNTERTOP 1' GLC. I I TILE rt 3 I 1 50. INCHES, MIN. INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. STUD, SILLS, PLATES...................................................NO. 2 (SUBMIT REOUEST FOR MODIFICATIONS) SILLS ON CONCRETE...................................................PTHF Ww 2. SINGLE-WALL METAL PIPE SHALL NOT BE USED AS A VENT IN MISC. FRAMING NOT NOTED....................................NO. 2 m � o o� 0 DWELLINGS AND RESIDENTIAL OCCUPANCIES. THIS fi RO�IEGT IS LOCATED IN AN S.R.A. ZONE AND SHALL E3E E3U I LT IN GOMFL I ANGE WITH THE CODES OUTLINED ON SHEET V4U I . A Revision: v i -iv By: 12'-10%2"v II' -O" I6' -(Y2" 4'-O" 5'-10" 4/2�i/16 EO NOTE: N n RECESS ALL W I NDOV45 H � a1 _ w $ DOORS 2" © STUCCO 00 ,-•. ^^ . h� tn v � 51DINO LOCATIONS. o U o A j•i� O L)U 3 8080 S.G.D. W o ' 3046 3046 ry k� 5.7' �ti� - - - 4070 SH w/ 4070 5H w/ 4070 SH w/ - FX., w/ 8' FX., w/ 8' 18" VEN75 Ib" VENTS 18" VENTS ry O�3,0 opo M HD. HT. HD. HT. �L I w/ 8' HD. HT. w/ 8' HD. HT. w/ 8' HD. HT. 3046 - -- (- CSMT., w/ ( d1 TANKLE55 ° I DW I `� - I I 1 NH a' HD. HT. °° O O° LOUNO t= i KITCHEN VAULT. GLC. I I I I L I o dJ +6 +6 +6 I �� V1 +38" COUNTERTOP 1' GLC. I I TILE rt 3 I 1 HT., TYP. ALL TILE ROOM 2640 COUNTERS, GSMT. p KITCHEN $ BATHS I I I DECORATIVE 1' GLC. in Ww D d 6 I I I 6x10 BEAMS CARPET JU p _ m � o o� 0 t 6 0 65.75' D 6.3' 1' CLO 5 3' 4 IF ( - - - -� / 112 I 2 I I - I R 3 - I I 12 12 I W TILE �� 1 1 WOOD STOVE ATOP HpU I 38 I I I I I 28 I I I NON-COMBUSTIBLE I II 68 p� FLUSH BAR 1 1 I I I HEARTH AR I 5.75 ' ALL?+6 I ( o A '* 306 8 = Y2 LITE �ti0 2868 2 _4 I 1 GLC. �� - n I 3060 5H � S.G. 3 -4 5 -5 3 -10 I I 7 -7i'2 i v 1 14'-7" 13'-4/2" w/ 30" .� No. 1283 s SELF TILE G� 42" WALL NOSE TEMP. G R I I RE 7/17 3'-4" 6'-2" I I �fr0 w/ NO GAP 2 2 _ - - 2668 21068 C - - - - 6x6 - - S 4 P - PANTRY G.O. I _ 2868 _ 3068 2668 1 1 L1 /l I I PR. 2668 SHELVES I I � I I dJ I I i-Tl'tLL. FR. GOVR D r7Aa , r' m � 8.0 6 O ARAO HALL `� I ° I m I I 1 mR PATIO 1 GLC. I 2868 �I T LE 1 GLC. EN RY BEDROOM Scale GONG. TILE - d' -7Y2° VAUL'. GLC,. DrawnOSTROVSK I Y Job I5-2005 - TILE �j CARPET I- O Q dJ Lu I = BEDROOM 2 2868 LoI \ / 2868 O 3 Id Sheets L V 22 x3011 d - I,�'ATTIC CARPET LIN. +38" I Y`4.1 .G. ACCESS - l - - BATHO� 1168 I p 3068116 CARPET 1' GLC. S.L., I S.G. S.L., I TILE TEMP. TEMP Q 1 AHD 6 2868 1080 O.G.D. - - ---_ w 5020 060 SH � 3060 5H 3060 SHANN O0 I - 30 I VENTS VENTS - 4 �4 I __- _- - _ � 7.0' = VENTS X v TEMP. � �� ou � 0 x IL 0 `D -�' !L BATH O I O SII 1-0 .0 I u~ Q2 2 L Ori O - cV I N 12 I 12 II'-IV:2" O TILE +38" O A/C UNIT t- -I---- 7 SOFFIT%zTILE O LIN. 4x8 SHWR. Z70OVRID 6 - 4020 FIX 6 A NOTE: FORGH 4 5 WINDOWS TO HAVE VAULT. GLC. (0'-8" HD. HT., U.O.N. CONG. 2'-0" 7'-0" 21_0" 4'-2" 1' -lo" I I' -O" 14'-O" 151-41' 12'-6Y " 2 7'-O" '�/ 1'-I V2° 61'-l0" PERMIT # 6UTTE COUNTY DEVELOPMENT SERVICES EW ED FOR(/\'�J FLOOR PLAN /gy p/-�EC�I/II _- 1/4" = 1'-0" l 1# /�1.... Y®I���I�� �'/ THIS fi RO�IEGT IS LOCATED IN AN S.R.A. ZONE AND SHALL E3E E3U I LT IN GOMFL I ANGE WITH THE CODES OUTLINED ON SHEET V4U I . A Revision: Date: By: 4/2�i/16 EO N n H � a1 _ w E 00 ,-•. ^^ . h� tn v � o U o j•i� O L)U W o opo M W �� V1 Ww 0 �, H Cf) r0 w AR o A '* No. 1283 RE 7/17 LOKAN 1505 Date AUGUST 2015 Scale DrawnOSTROVSK I Y Job I5-2005 Sheet Of Sheets 5/4/2016 11:46:57 AM LEFT F_LF_\/ATION 1/4" = 1'-0" RIGHT ALF.\/ATION 1/411 = 1'-011 ELEGTRIGAL NOTES I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND) LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 $ 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS, GL05ET5 OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 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, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LI5TED7 TAMPER RE515TANT REGEPTAGLE5. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN blb5 OR EXCEEDS 161n. IN AMY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDIER PER 2013 GEC, SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED AS THE 50LE SUPPORT FOR CEILING FANS PER 2013 SECTION 314.2-1 (a $ d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. -7. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH-EFFIGAGY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR. RECESS ALL WINDOWS $ DOORS 2" ® STUCCO SIDING LOCATIONS. I I I I II I I I I I I I I I STUGGO o/ 2"xb" FOAM TRIM ® TOP OF DOOR SYSTEM 0 METAL ROOFING 4" CLR. TO EARTH AND 2" TO GONG. FOR WEEP SCREED FRONT F-LF.\/ATION 1/4" = 1'-0" 2x8 BARGES w/ Ix3 TRIM, TYP. GABLE ENDS GEMENT BD. LAP SIDING o/ 3/8" GDX PLY. OR OSB w/ &d'5 a 6",12" O.G. Ix4 TRIM CORNERS, DR5, & WDW5 ® LAP SIDING LOCATIONS ONLY FELFEGTRIOAL SYMBOLS KITCHEN LIGHTING REGQU I RF-MENT5 SINGLE POLE SWITCH T GLC. MTD. FIXT. HIGH EFFICACY: YES CEILING FAN w/ LIGHT �THREE 3 WAY SWITCH YES FLUORESCENT GLC. MTD. FIXT. V FLUOR. TUBE D DIMMER SWITCH LED GLC. MTD. FIXT. YES CEILING FAN NO LIGHT $D3 DIMMER/3-WAY 5WITGH RECESSED GLC. FIXT. G. THE FAN SHALL BE DUCTED TO THE UNDER CABINET OUTSIDE w/ A MINIMUM 5"0 SMOOTH U o DUCT (55' MAXIMUM RUN w/ (2) Ww FLUORESCENT LIGHTING $T TIMER SWITCH 2. 5A7HR00M VEN7ILA710N: FLUORESCENT O FLUORESCENT FIXTURE � o EXHAUST FAN w/ A MIN. VENTILATION RECESSED GLC. FIXT. C0 W E) OCCUPANCY SENSOR LED G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 4"0 SMOOTH RECESSED GLC. FIXT. PANEL BOARD DUPLEX REGEPT. D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT -� MINI REGE55ED GLC. FIXT. DJ ELEG. DISCONNECT (� 220 VOLT OUTLET SECTION 4.506. 5. WHOLE — 5UILIUINC VENTILATION: FLUORESCENT SEE GFIR (ENERGY CALCULATIONS) FOR 110 V. 5MO<E DETECTOR FLOOR OUTLET WALL MTD. FIXTURE REQUIRED CFM. ONE BATHROOM FAN SHALL BE '10 CFM. � EXHAUST FAN a TV OUTLET TRACK FIXTURE CM 0 IIOv CARBON MONOXIDE �3- PENDANT LIGHT ATTER ALARM w/ BY PHONE OUTLET BACKUP VP SUITABLE FOR DAMP -�- 500NOE FIXTURE n MOTION-A071VATED LOCATION SECURITY LIIGHT -}— FUEL GAS OUTLET "ALL LIGHTING FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. A5 LED OR FLUORESCENT. ELEGTRIGAL NOTES I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND) LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 $ 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS, GL05ET5 OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 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, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LI5TED7 TAMPER RE515TANT REGEPTAGLE5. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN blb5 OR EXCEEDS 161n. IN AMY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDIER PER 2013 GEC, SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED AS THE 50LE SUPPORT FOR CEILING FANS PER 2013 SECTION 314.2-1 (a $ d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. -7. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH-EFFIGAGY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR. RECESS ALL WINDOWS $ DOORS 2" ® STUCCO SIDING LOCATIONS. I I I I II I I I I I I I I I STUGGO o/ 2"xb" FOAM TRIM ® TOP OF DOOR SYSTEM 0 METAL ROOFING 4" CLR. TO EARTH AND 2" TO GONG. FOR WEEP SCREED FRONT F-LF.\/ATION 1/4" = 1'-0" 2x8 BARGES w/ Ix3 TRIM, TYP. GABLE ENDS GEMENT BD. LAP SIDING o/ 3/8" GDX PLY. OR OSB w/ &d'5 a 6",12" O.G. Ix4 TRIM CORNERS, DR5, & WDW5 ® LAP SIDING LOCATIONS ONLY REAR ELE\/ATION 1/4" = 1'-0" TANKLESS WH 0 V. ID ELEG. / SUB-FANEL L sl GFI *GAR. DR. NOTE. CONNECT (N) RESIDENCE I TO (E) 100 AMP. POLE:, MOUNTED ELEG. MAIN w/ METER NOTE: I GARAGE RECEPTACLES TO BE +18" A.F.F. OF1 WP/ GF I: 11 C ° fFI DW IvFl U" I 0 I ji I II GFl I d a GF IV ul L lei GF I IGF REFI LED GF 00, I II \ II 0 IT - VENTI LATI ON KITCHEN LIGHTING REGQU I RF-MENT5 n A B I. KITGHEN VENTILATION: HIGH EFFICACY: YES WATTS: QUANTITY: 26 5 A. THE KITCHEN SHALL HAVE AN 4' FLUOR. TUBE YES EXHAUST FAN w/ A MIN. VENTILATION V FLUOR. TUBE RATE OF 100 CFM. 25 B. THE NOISE RATING SHALL BE 3 YES i_i SONE MAXIMUM. COMPLIES IF A >/= B YES X NO G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 5"0 SMOOTH U o DUCT (55' MAXIMUM RUN w/ (2) Ww ELBOWS OR FITTINGS). 2. 5A7HR00M VEN7ILA710N: O A. EACH BATHROOM SHALL HAVE AN � o EXHAUST FAN w/ A MIN. VENTILATION RATE OF 50 CFM. C0 W B. THE N015E RATING SHALL BE 3 o 50NE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 4"0 SMOOTH DUCT (`i5' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 50%. 2013 0055G SECTION 4.506. 5. WHOLE — 5UILIUINC VENTILATION: SEE GFIR (ENERGY CALCULATIONS) 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." REAR ELE\/ATION 1/4" = 1'-0" TANKLESS WH 0 V. ID ELEG. / SUB-FANEL L sl GFI *GAR. DR. NOTE. CONNECT (N) RESIDENCE I TO (E) 100 AMP. POLE:, MOUNTED ELEG. MAIN w/ METER NOTE: I GARAGE RECEPTACLES TO BE +18" A.F.F. OF1 WP/ GF I: 11 C ° fFI DW IvFl U" I 0 I ji I II GFl I d a GF IV ul L lei GF I IGF REFI LED GF 00, I II \ II 0 IT - F-LECTRI CAL PLAN I/4" = 1'-0'. NOTE: PROVIDE LIGHT 4 110 VOLT OUTLET AT ATTIC, MTD. F.A.U. VERIFY 00 - LOCATION — I / LAIC A244 -m PERMIT# 1515 % 5 BUTTE COUNTY DEVELOPfviENT SERVICES REVIEWED FOR COD COMP .lA ICE PATE:py Revision: Date: I By: 0 4/2ci/16 EO N KITCHEN LIGHTING 50HEOULE: n A B LUMINAIRE TYPE: COMPACT FLUOR. HIGH EFFICACY: YES WATTS: QUANTITY: 26 5 HIGH EFFIGAGY WATTS: OTHER WATTS: 130 4' FLUOR. TUBE YES 32 V FLUOR. TUBE YES 25 2' FLUOR. TUBE YES i_i TOTAL (A): 130 TOTAL (B): 0 COMPLIES IF A >/= B YES X NO F�1 U o F-LECTRI CAL PLAN I/4" = 1'-0'. NOTE: PROVIDE LIGHT 4 110 VOLT OUTLET AT ATTIC, MTD. F.A.U. VERIFY 00 - LOCATION — I / LAIC A244 -m PERMIT# 1515 % 5 BUTTE COUNTY DEVELOPfviENT SERVICES REVIEWED FOR COD COMP .lA ICE PATE:py Revision: Date: I By: 0 4/2ci/16 EO N n W �w� � 0 � CN1 .� �•) F�1 U o Ww O O � o � U C0 W o 00 M W W �w� � 0 Ww O E U C0 Nd. C2TN AN. 7/1 & A� LOKAN 1 505 Date AUGUST 2015 Scale Drawn O5TROY5K 1 Y Job 15-2005 Sheet 2 Of Sheets 5/4/2016 11:46:59 AM SECTION A-5 1/4" = I' -o" 18" MIN. 18" MIN. WALL TOP PLATE GIRDER TRUSS MIN. 3'-0" LONG 0516 ST W MIN. (13) 5d'5 EA. END PLAN \,/IF -N T011rr Al w n »i1i1>- a1 v -ri1 TRUSS STRAW 5-4 3/8" DIA. THREADED ROD IY8" x lYa" ANGLE W NUTS AND WASHER, TYP. Ve>" x IY8" ANGLE w/ (2) Y4" x 2" LONG LAO BOLTS INTO TOP CHORD OF TRUSS, TYP. SEISMIC RESTRAINTS (4) DIRECTIONS F.A.U. MOUNTINS 3/411 = I 1-011 2x4 STRUT TO RAFTER BELOW 4'-0" O.G., T -1-P. EA. RAFTER —� RIDGE r2x6 RAFTERS a 1 2'-0" O.G. 1 L/ \ I / \/ \L/ fV, I Li \ 1\/ \I I Li \ ✓LLV/ CALIF. FILL DETAIL R-20 �4� DRA0 TRUSS FASCIA, SEE ELEVATION ROOF PLY E.N. 119 1 E.N SIDING G.E. TRUSS SHEARPLY', SEE PLAN - E.N. E.N. R-12 A55 a 4'-O" O.G., TYP., U.O.N. OABLE END I110im /2" = 1'-0" 4"x4" NOTCH CENTER OF EACH BLOCK CONT. 2x4 W TOP RIPPED ®4:12 SLOPE ROOF NOTE -5 I. ROOF FRAMING SHALL BE: PRE -MFR TRUSSES ® 24" O.G. TYP. U.O.N. 2. ROOF PITCH SHALL BE: 4:12, TYP. 3. ROOF O.H. SHALL BE: I'-6" a ALL G.E. 3'-0" ® 4:12 PITCH, SEE DETAIL 2/3 4. ROOF COVERING SHALL BE: METAL ROOFING o/ I5# FELT o/ Y2 GDX OR OSB. w/ ad'S Is 6", 12" O.G. 5. REQUIRED ATTIC VENTILATION: IQaB / 300 = 6.66 50. FT. OF NET FREE AREA VENTILATION REQUIRED. (6.66)(6096) = 3.cfa HIGH VENTING REQUIRED. (6.66)(40%) = 2.67 LOW VENTING REQUIRED. • LOW VENTING: PROVIDE (3) 3"x120" 'VULCAN' OR EQ. SOFFIT VENTS ® 1.0 SQ. FT. NFVA EACH. TOTAL LOW VENTING PROVIDED: 3.0 5Q. FT. OF NET FREE VENT AREA. • HIGH VENTING: PROVIDE 47' CONT. RIDGE VENT 0.125 SQ. FT. NFVA PER FT. TOTAL HIGH VENTING PROVIDED: 5.87 SQ. FT. OF NET FREE VENT AREA. 6. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SWITCH ® AOOE55 HOLE. PROVIDE IIOV SERVICE OUTLET ® UNIT. PROVIDE 24" WIDE CATWALK FROM AGGESS HOLE TO 30" 5Q. x 30" HIGH CLEAR MAINTENANCE PLATFORM a UNIT. 14" x 14" VERSA -R I M BLKO.-7 E SAVE VENT, SEE ROOF PLAN 2'-102" TRUSS OVERHANG SOFFIT MATERIAL TO MATCH SIDING BELOW 5"" FASCIA GUTTER SHEARPLY, SEE PLAN �AYF- DF -TA I L ROOF PLY. A55 © 4'-0" O.G., © ALL EAVE LOCATIONS, TYP., U.O.N. P.T. SILL N/):12 " DIA. x 12" ob. a 60.0. AND 12" MAX. FROM ENDS W/ 3"x3"x.22a" PLATE WASHERS, TYP. _rT GONG. SLAB SEE FOUNDATI ON PLAN #4 TOP $ BOTTOM m� PERIMETER FOOT (NO NOTE: ROOF SHEATHING AND CABLE END ATTI O WALLS SHALL BE "TECH SHIELD" RADIANT -BARRIER OR EQ. NOTE: 6 THE ENTIRE PERIMETER OF THE ROOF DIAPHRAGM SHALL BE 3 ATTACHED TO THE BEAMS AND/OR TOP PL.'S PER DETAILS 2/3 s 3/3, TYP., U.O.N. ADDITIONAL FASTENERS MAY BE REQU I RED WHERE NOTED. (8) Ibd ON BOTH SIDES OF (8) 16d ON BOTH SIDES OF WALL INTERSECTION OR AS BUTT SPLICES IN DOUBLE NOTED ON ROOF FRAMING PLATE OR AS NOTED ON PLAN i ROOF FRAMING PLAN H/ 16d SINKERS ® 6" O.G., TYP. `—TOP PLATE SPLICE DOUBLE TOP—' (2) 16d COMMON OR BOX NAILS J PLATE SPLICE ON BOTH SIDES OF BUTT TYPICAL NAILING -16d SPLICES IN TOP PLATE COMMON OR BOX NAILS ® 16" O.G. j NOTES: I. THE NAILING SHOWN ABOVE 15 REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAGM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL CONTAINING A SHEAR WALL < DIA. a.b.'S ® 12" — —— O.G., THESE SW TOP PLATE Si=L — I GF- DETAIL s t m SEE DETAIL 8/3 FOR TOP PLATE SPLICE /-2.4K DRAG 1, TRUSS 'S ® 3'-0" O.G. ATTIC MTD. F.A.U., SEE NOTE 6 a ROOF NOTES, SEE DETAIL 5/3 ROOF PLAN I/8" = I' -o" NOT TO SCALE NOTE: GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN 6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2013 CRC, SECTION R401.3 6Q'-10" 12'-O" 10'-O" 12-1Oy211 I I' -O° 16'-IY2° 4'-O" _- '-1011 24" SQ. x 12" DP. FTG. 24" 5Q. x 12" DP. FTG., TYP. OF (2)— 12'-6Y," 411�I-� GONG. ' SLAB -I'-I f l/SII I 11'3 PERMIT # 2 BUTTE COUNTY D,EnV'ELOPNFOR � SERVICES R EV I EW E �J' Lel D COMM 1 IA Q �-�- DATE I FOUNDATION PLAN I/8" =11-011 Revision: Date: By: 0 4/2ci/16 EO �— --� r— scz— Sr N < DIA. a.b.'S ® 12" — —— O.G., THESE SW — — — — — r tV w 0 4" GONG. `n �. r- _ 11 I t 4 GONG. SLAB w/ #3 BAR a �t 4 SLAB w/ #3 I 4 L — I ( 2'-0" O.G. BOTH WAYS o/ 2" „ 1 U BAR a 2'-O" I I I 16 5Q. x 12 SS SAND o/ 6 MIL. VB (w/JOINTS O.G. BOTH 11 WAYS o/ 2 I ��' ( LAPPED 6" MIN.) o/ 4" BASE DP. FTG. w/ I �o I ABU66 BASE '-4" SAND o/ 6 R.O. FOR I �) —�—� 3'x3' MIN. GONG. LANDING, S5T824 p ( L m MIL. VB 3'-0" DR. y2" DIA. a.b.'S a 75%" MAX. BELOW TOP OF 1 ' (w/JOINTS I I 2'-0" O.G., THIS SW DR. THRESHOLD, TYP. a I r ry LAPPED 6" MIN.) o/ 4" I - 1 a ( 30" 5Q. x 12" ALL EXTERIOR 24" 5Q. x 12" m BASE dJ O IN -SWINGING DOORS I DP. FTG. w/ #4 DP. FTG. I - �1 I I BAR ®7" O.G. q�_p�� 7 _O� 11'-I 11 I V m R.O. FOR I BOTH WAYS I Ww o I " GONG. O I DR. H I O I SLAB i � Fn L-- — — 6� — L ----- O I _ S�o AA * N Vit. C212 3 REN. /17 O C LOKAN 1503 Date AUGUST 2015 Scale - L— Drawn OSTROVSK I Y Job I5-2005 Sheet -----� L J 24" 5Q. x 12" DP. FTG., TYP. OF (2)— 12'-6Y," 411�I-� GONG. ' SLAB -I'-I f l/SII I 11'3 PERMIT # 2 BUTTE COUNTY D,EnV'ELOPNFOR � SERVICES R EV I EW E �J' Lel D COMM 1 IA Q �-�- DATE I FOUNDATION PLAN I/8" =11-011 Revision: Date: By: 0 4/2ci/16 EO N oN .r n fit' w 0 PLO `n �. r- • 4 4 U u � O � W ' ` M W Ww O � H � Fn rO S�o AA * N Vit. C212 3 REN. /17 O C LOKAN 1503 Date AUGUST 2015 Scale Drawn OSTROVSK I Y Job I5-2005 Sheet 3 Of Sheets 5/4/2016 11:47:01 AM 1 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) roof 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-suirfaced 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 California 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 cornice's 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, 2.2.The exterior wall covering and exposed underside of the eave are of noncombustible material, or ignition -resistant -materials as determined in accordance with 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 gutters. 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 behind 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 of 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 assembly 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 exposed 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 underside 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 assembly 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 that 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 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 the exterior covering on the underside of the ceiling. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly 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 cantilevered 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 an exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly 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 performance 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 assembly ;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 enforcing agiency 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 assembly 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: Heaw-timber structural columns and beams do not reauire Drotection. 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. Rj"+a =ck.44-� PERMIT # r✓�rZ! 5� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE Revision: Date: By: N r H u7 � a\ rTl �1 0 � N o � an tj ..Q d H U o � U jt•rj � a� r 1 v >r, bA a� a M ' ` ao M rW V f --i I -I ° ARcy� * No. 21283 Nib RE 7/17 A�- PILPLAND URBAN INTERFACE Date 2014 Scale Drawn Job Sheet wul Of Sheets TITLE 24 MANDATORY MEASURES 6 - BUILDING 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 (5HGC), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF §10-III(ci). 3. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-5TRIPPED; ALL JOIN75 AND PENETRATIONS CAULKED AND SEALED. 4. INSULATION SPECIFIED OR INSTALLED SHALL MEET STANDARDS FOR INSULATING MATERIAL. INDICATE TYPE AND INCLUDE ON GF -6R FORM. 5. THE THERMAL EMITTANGE AND SOLAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENTS OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF IS SPECIFIED 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 MANUFAGTURER'5 INSTALLED DESIGN LABELED R -VALUE P I REPLACES, DECORAT 1 VE GAS APPLIANCES AND GAS LOG MEASURES: I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A CLOSABLE METAL OR OLA55 DOOR COVERING THE ENTIRE OPENING OF THE FIREBOX. 2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH IS AT LEAST SIX 50UARE INCHES IN AREA AND IS EQUIPPED w/ A READILY ACCESSIBLE, OPERABLE, AND TIGHT -FITTING DAMPER AND OR A COMBUSTION -AIR CONTROL DEVICE. 5. 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 COOLINS A FIREBOX JACKET, WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. SPACE CONDITIO INC WATER N HEATING AND PLUMBING SYSTEM MEASURES I. HVAC EQUIPMENT, WATER HEATERS, SHOWERHEADS, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION. 2. WATER HEATER RECIRCULATION LOOPS 5ERVINO MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP GONNEGTION REQUIREMENTS. 3. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL OAS: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES w/OUT AN ELECTRICAL 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/ THERMOSTATS THAT MEET THE SETBACK REQUIREMENTS OF SECTION 110.2(0). 7. 5TORAGE OAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAPPED W/ INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. 8. UNFIRED HOT WATER TANKS, SUCH AS STORAGE TANKS AND BACKUP STORASE TANKS FOR SOLAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL INSULATION R -VALUE IS INDICATED ON THE EXTERIOR OF THE TANK. Q. FIRST 5 FT. OF HOT AND GOLD WATER PIPES CLOSEST TO WATER HEATER TANK, ALL PIPING WITH A NOMINAL DIAMETER OF 4" OR LARGER, ALL PIPING ASSOCIATED w/ A DOMESTIC HOT WATER RECIRCULATION SYSTEMEOARD F R LESS O 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 ALLOWS FOR INSTALLATION, REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION. 11. PIPE FOR COOLING SYSTEM LINES SHALL BE INSULATED AS SPECIFIED IN §150.0(1)2A. PIPING INSULATION FOR STEAM AND HYDRONIC HEATING SYSTEMS OR HOT WATER 5YSTEMS WITH PRESSURE >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 OAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELEGTRIGAL RECEPTACLE WITHIN 5'0F THE WATER HEATER; A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH A 5TRAIOHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; 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 17. 50LAR WATER -HEATING SYSTEMS AND COLLECTORS SHALL BE CERTIFIED AND RATED BY THE SOLAR RATIN05 AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED BY THE EXECUTIVE DIRECTOR. DUCTS AND PAN MEASURES: I. ALL AIR -DISTRIBUTION SYSTEM DUCTS AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENTS OF CMG SECTIONS 601, 602, 603, 604, 605 AND AN51/5MAGNA-006-2006 HVAG DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 3rd ADDITION. SUPPLY -AIR AND RETURN -AIR DUGT5 AND PLENUMS ARE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-6.0 OR ENOL05ED ENTIRELY IN CONDITIONED SPACE AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAON05TIC TESTING. CONNECTIONS OF METALS DUCTS, 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 01A, OR UL I&IB OR AEROSOL SEALANT THAT MEETS THE REQUIREMENTS OF UL 723. IF MASTIC OR TAPE 15 USED TO SEAL OPENINGS GREATER THAN V4 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 CONSTRUCTED 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 DUG75. DUCTS INSTALLED IN CAVITIES AND SUPPORT PLATFORMS SHALL NOT BE COMPRESSED TO CAUSE REDUCTIONS IN THE GRO55-5ECTIONAL AREA OF THE DUCTS. 3. FACTOR FABRICATED DUCT SYSTEMS SHALL COMPLY w/ SPECIFIED FOR DUCT CONSTRUCTION, AND GLC5URE5; 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 5YSTEM5 SHALL COMPLY w/ REQUIREMENTS FOR DUCT CONSTRUCTION, CONNECTIONS, AND CLOSURES, AND OTHER REQUIREMENTS SPECIFIED FOR DUCT CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING. 5. ALL FAN SYSTEMS THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUTSIDE SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS. 6. GRAVITY VENTILATING SYSTEMS SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND OUTLET AIR OPENINGS AND ELEVATOR SHAFT VEN75. 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 15 WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEORADATION OF THE MATERIAL. 8. FLEXIBLE DU075 CANNOT HAVE POROUS INNER GORES. el. WHEN SPACE CCNP1710NINO SYSTEMS USE FORGED AIR SYSTEMS TO SUPPLY CONDITIONED AIR TO AN OCCUPIABLE SPACE, THE DUGT5 SHALL BE SEALED AND DUCT LEAKAGE TESTED, AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAONOSTIG TESTING, IN ACCORDANCE WITH REFERENCE RESIDENTIAL APPENDIX RA3. 10. MECHANICAL SYSTEMS THAT SUPPLY AIR TO AN OGGUPIABLE SPACE THROUGH DUCTWORK EXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THE REQUIREMENTS OF §150.C(m)12. 11. SPACE GONDITIONINO SYSTEMS THAT UTILIZE FORGED AIR DUCTS TO SUPPLY COOLINO 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 5 0.58 W/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAONOSTIG TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3. 12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLING 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 DWELLING, OF 5 350 CFM PER TON OF NOMINAL COOLING CAPACITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN EFFICACY OF 50.5& W/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAON05TIG TE5TI'NO, IN ACCORDANCE WITH REFERENCE APPENDIX RA3. 13. ALL DWELLING UNITS SHALL MEET THE REQUIREMENTS OF ASHRAE STANDARD 62.2. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR OVID NG E WHO E BUI DING VENTILATION. N STEMS RE ERMISSIBLE METHOD OF PR I THE L L HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION 5Y A P 14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3.YAH RESIDENTIAL LICHTINC MEASURES: I. INSTALLED LUMINARIES SHALL BE CLASSIFIED AS HIGH-EFFIGAGY OR LOW -EFFICACY FOR COMPLIANCE WITH §150.0(k) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.OB, AS APPLICABLE. 2. WHEN A HIGH EFFICACY AND LOW EFFICACY LIGHTING SYSTEM ARE COMBINED IN A SINGLE 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 WATTAGE OF ELECTRICAL 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 LIOHTINO PER ELECTRICAL BOX. 4. BALLASTS FOR FLUORESCENT LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LE55 THAN 20 kHz. 5. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR EXHAUST 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. 6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENT5 OF §150.0(k) 7. HIGH EFFICACY LUMINIAIRE5 MUST BE SWITCHED SEPARATELY FROM LOW EFFICACY LUMINAIRES. 8. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. a. LUMINAIRES SHALL BE SWITCHED w/ READILY ACCESSIBLE CONTROLS THAT PERMIT THE LIMINAIRE5 TO BE MANUALLY SWITCHED 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). II. LIGHTING CONTROLS COMPLY w/ APPLICABLE REQUIREMENT5 OF §IIO.ci. 12. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENTS IF; IT FUNCTIONS AS A VACANCY SENSOR. 13. A MULTISGENE 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 WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITGHEN5 SHALL BE HIGH EFFICACY. 15. KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN THE KITCHEN EXCEPT INTERNAL LIGHTING IN GABINE75 THAT ILLUMINATE ONLY THE INSIDE OF CABINETS. LIGHTING IN AREAS ADJACENT TO THE KITCHEN, INCLUDING BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIGHTING IF THEY ARE NOT SEPARATELY SWITCHED FROM THE KITCHEN LIGHTING. 16. PERMANENTLY INSTALLED LIGHTING THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATTS OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. 17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY SENSOR. 18. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED OARASE5, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VAGANGY SENSORS. 11. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY R ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES, OR CONTROLLED BY EITHER DIMMERS OR VAGANGY SENSORS. 20.LUMINAIRE5 RECESSED INTO INSULATED CEILINGS SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IG) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIRTiOHT WIT AIR LEAKAGE LESS THEN 2.00FM AT 75 PA50AL5 WHEN TESTED IN ACCORDANCE WITH ASTM E2&3; AND BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND GEILINO. FOR RECESSED COMPACT FLUORESCENT LUMINAIRES w/ BALLASTS TO QUALIFY AS HIGH EFFICACY. 21. LUMINAIRES PROVIDING OUTDOOR LIGHTING, INCLUDING LlOH71NO FOR PRIVATE PATIOS IN LOW-R15E RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALCONIES, AND PORCHES, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHIER BUILDINGS 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 SWITCH, A MOTION SENSOR NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE MOTION SEN501R, AND ONE OF THE FOLLOWING CONTROLS: A PHOTOGONTROL NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE PHOTOCONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPA55 SWITCH THAT DI5ABLE5 THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON. EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE SNITCH WHICH BYPA55ES THE MOTION SENSING FUNCTION PROVIDED THAT THE MOTION SENSOR 15 AUTOMATICALLY REACTIVATED WITHIN SIX HOURS. 22. INTERNALLY ILLUMINATED ADDRESS 51ON5 SHALL COMPLY WITH SECTION 140.8; OR SHALL CONSUME NO MORE THAN 5 WATTS OF POWER. 23. LIGHTING FOR PARKING LOTS AND CARPORTS WITH A TOTAL OF & OR MORE VEHICLES PER 51TE SHALL COMPLY WITH THE APPLICABLE REQUIREMENT5 IN SECTIONS 130, 152, 134, AND 147. LIGHTING FOR PARKING GARAGES FOR & OR MORE VEHICLES SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SEGTION5 130, 131, 134, AND 146. 24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLING SPACES OF LOW-R15E RESIDENTIAL BUILDING WITH 4 OR MORE DWELLING UNITS SHALL BE HIGH EFFICACY LUMINAIRES. EXCEPTION: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT 5ENSOR(S) CERTIFIED TO COMPLY WITH THE APPLICABLE REQUIREMENTS. SOLAR READY BU I LD I NGS: I. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM 5U55AR RATING OF 200 A"FS. 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 and Design 4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. 4.106.3 - Grading 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- Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1(nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". Energy Efficiency 4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2013 California Energy Code. Water Efficiency 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 s s h II a have a e a combined flow rate of all showerheads and/or shower outlets controlled by a single valve shall notex teed 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 less 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 above the maximum rate, but not to exceed 2.2 gpm. Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code. Outdoor Use - 4.304.1- Irrigation 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 Conservation and Resource Efficiency 4.406.1- Rodent 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 50% of the construction waste generated at site is diverted to recycle or salvage. 4.408.2 Construction 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 construction and demolition waste disposed in landfills that is equal to less than 2 lbs per sq. ft. of the building area. 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 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase II emission limits where applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. 4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other related 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 - Carpet 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 certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program. 4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. 4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations. 4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure. 4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom. 4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized , designed, and equipment selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. Installed & Special Inspection Qualifications 702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment. 702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1- Documentation - Verification of compliance with the code may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. -TABLE 4Z64.1 bn irem and Lm, r, En.snint Comnmndg In Gpmi mrLiv�sr ARCHITECTU'PAL APRLICATIONS CUPPENT',T0C LIMIT frd-o7)r ear . ,1.1d Ii csi-. s :5rA c;} !i .'r;_I ra:.1lt siw')S 57) 0ijldr.irorw.z el adthe-_iv P�cl NVIInd 11rWri m! Rkibba loon 1 1 °9innI,'"- 1': real rnenbrfw: : �ernfnie tilaw n�3Fi� �•,i�••�s fid (717 rind ;1s h- t 1 i 1" tcl lie sines "+ + all lrt an':i ae:1lf' 4i°gib :+" //L�rli°'� f..sow 1°til?".«„� k`a dhk,�7, i S Pilmuffifir»if4 r,iiofiriav rr. l��'lltlli .n ti"M-.' d1'�•tr®fd.'t'li`�Cd nl'ih��:ia�"^if'R Qr (0 T �'+tftfs.h.n..al la. rn n.11i,_•r, � 1 (VI ivIE-Pivrr-.ofInetrihrart ;r11►} i°` =. `'-50 01h•''r n t iyi:-z i11im.]1,` 1i trki WO S P F I.&ITY APPLIC.AT101 f (r^t 1" VIC uw ld irn.x I t d 1- T 4T- wi It in- W ill 1 -veld ir,rr _325 PI 4!5tb_ ce In M_ t Isi:'I di n V 251r) ,o L,, :int- srin-oor (•inir =I;t=lit 55n t nnta-:i'- Ilicc,i%v K� �; ,o�.-irtl � ul�-,r� � 1. ���nPna�l �odla•� � i°=�:. ",� •°Cl F�tn_h_tw.tr l ea nr■sl rnF nlheradh» :i-- i4n 3�. anil 1:nni iallic--ive 0 MEASURES r..rrllli i1i?£yait111"5frt�°!3 frill`) Pl•f .tic h:•»ifn,, Drawn l: orriut, rnale,rl it (i:xce,l 50 '-Wo 01.1 TT, I jih>°Rt_la 1 L Wan ndJhc�si�,-e i:; if seal to I-ciidl di s,i nail<u, s0mrat tr�gpetkm� the ac.Ilfrwsive withth-m highest 1,�r)C"+content Ghall'he allwm d. L loroddiitic°nzt!info-,rmationrLgirdin m•. IlIr?d1stor a-,urrthe'V( "coilieni srcvifi>2�_l i11 111i,,�: to I -,lo, s So nth C"oa�,:t r Qwility ftif:.l j erTF211t Di,:Ir"ict R0.2 1169. TN'BL,E 45511.2 Lps V'aratr?r,rtA LPS& ENO 111 t 011)1c�Uncls hi Grams i pqr Lltor C011)[)0 }S L T CUP PIT VOC LINUT Phil oo ati m: -q w f ?°111 ri 1W dlk-& 760 Mmimcmhranti rf „ f�ciAai.lps�a4. 21 °9innI,'"- 1': real rnenbrfw: : ?• 111 r 2a 'S"E&.LerA14T PRICo1EPS N :ArchIleis iral }'""g on..pl ',wo l r;; Foran,.; 2:�) 775 odflM MUnnineti; Pilmuffifir»if4 r,iiofiriav rr. 350 Qr (0 Otho �r 750 TAKE 4504.1 VOC C0NIENT UNITS FGF, ARC14ITF CTURA L OAT114G 01" Gtarti1,rofV0CpPrLftProf Col,ting, Li;ss iI"ktpr and Uvs Expfnpl injiOtlll'ti cr.tI.TiN(II, CATECIOW EFFECTIVE EFFECTIVE i, l!:201163 111!12112 Phil oo ati m: -q w f l ,ird°.yood cm, I :151 T1..ff$ic iJ)ri3rd rl,o""+) SPECIALITY COAT"INCiS Il.l I , lu mi nii ti -i r�,*f co ntjnc! t?r'? T'=a -,�on1g° I g I v i Ii y coal l w, �t�1 N 2t nain.lt fo..icma tnxs dC Pilmuffifir»if4 r,iiofiriav rr. 350 Qr (0 bind W iker-, 3 U lCmerou cu,1°is winno?1A .'+"•i WO ,r•nrretP!rn;f -1r ` mf r s f (r^t ' ` M L`f,-iie-'e-allefs ty W D T f6�pc noon-- f Pnoix Itnishit cr..€i6i7 J ' o ARCA��� Fire fesistivecn-nfifli� %t ' FlQf'r £ rtt1 1 U F-rtn-fel ni"-, trom "v.1 nQ L + MEASURES r..rrllli i1i?£yait111"5frt�°!3 frill`) Sft Drawn lfrgha,'m cramc� tirar�e dmf CG Indil tfial 2`4) T.rfva W)fid IM talon►;5it�3 *"i7t{nt �f ltfff i!? J5 ItTastf=^ tPeNwe ratio 1r 1 Men li7 'i mwftdd r;i til, sCtt"+ Multic-ol f !CXXa1:JrtP 5 2 t Prietre atfma t wash rtun -rs � Pn.wrs..v:a. -rF. ani }ia k'rx i n I t Renst ve ,r--? ,lSn! eci1 Ie a`^rlkw3 ca, tifli.s ^i Rif stwmlt' fi`` riilln Clear k a vii j 4 550 3 1011 [-tifs j1) Swimituirli tirI Ockati nL'.� 9 i 1-ifli= mad6n ;co,ti.ri s ]CID Tali avid rile reri,*zta r_i, it'inyx d' 1 Water n? of u1 I i<net rilFraiae wry iid rl�.ntirys ri5 Wcod fvxvv, i V s 3 ) Tine -rich rine-m _'y, l I. Grarns of`VOC p2r li 1•,r of coatini- inclu ling wat•,r and nelucfin=� ;emtit rrtf��.fn�i�. 2. Th,,�-V vil"wdliniit_,rern;xlnineffMunlc-s.-, »f:» rilirnit dri ii tr+dincifhf,r- cpevlt co bun r�; in t14, tal•IYR. 3. '7'41! r> in this tahsl- are d2rii exd From thn;�o . pe°t ifv(I I -,v the Califs-snli.l fir Re -,m, rtes boas Arcl-�N ctt_lral C,s:ftitl s u ?'e5taxf `or'itrol ,l,,asurc el, r F hrd.f fay f. 1-008. Polon, irtf4mariov i; a•» ail ahle from tfle tk.ir` 1'?P,s Irees E'oa d. TALE 4.504.5 F0F1 MALD E"YDE Ll MITS,y 11,)xhnum FormaklelivJ4 Emi�;Aiort:, in P-or-ts P�Pir L il( r P R CtIJCT Ctl R P.ENT LITAT Ilart1"°voodlhs.vc..-d 4iCnc%rcorre, 111 l ,ird°.yood cm, I :151 T1..ff$ic iJ)ri3rd rl,o""+) MC*iiUm d e fri t 11N2rN_-'_r{l: Il.l I Thin rrtCN_1ILIini d en�itv X1.1 I» Vuu=: in thi tvhl &dYxl franc t1r,,.scT +cirkcd by th Q Califsirrni�,t Air P.,e97ofirc: , ?< kord, Air Toxics Coo tnnl 1%fia,"fe ror C°nnlj-w ite �N-ood a tG ste d i n acc s nlance -;vith AS'110 1_7 1333. 1"or vd diti�)nc l :int"orrn Rion,. s C vsrd i~ ,T i tarC' �cPr rt > nra�.:ri!• r!.",Titl• I?',,f'tinnS'?31:20ttfrni.1-10312n.12. 2 lirarra��licfniderrwid�tfrtk,rig::aitll��sam,i�inlrtrrlthial:afds4nt``r' imllfSilfIn) T1 to PERMIT#!S_*'1 S__S� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED EO COD ��O�L!X.�E DATE/3j �Eby Revision: Date: By: N n dC V Qr (0 �I o u U 'ti W C WO M ' ` M W W o ARCA��� _J * No. 21283 RE . 7/1 U ALCREEN MANDATORY MEASURES Date 2014 Scale Drawn Job Sheet CG Of Sheets O N M c -I TA i0 T-4 O N M N 0 MINIMUM EROSION AND SEDIMENT CONTROLS FOR FROJEGTS DI5TURBIN6 LESS THAN ONE ACRE 6-10 THE BMF S (BEST MANAGEMENT PRACTICES) LISTED BELOW MUST BE IN PLACE DURING THE RAINY 5EA50N (OCTOBER 15 THROUGH APRIL IS) AND MAY BE REQUIRED AT OTHER TIMES BASED ON WEATHER AND 517E CONDITIONS THROUGHOUT THE YEAR. THE BMP15 LISTED ARE MINIMUM REQUIREMENTS AND ADDITIONAL BMPS COULD BE REQUIRED BA5ED ON SITE CONDITIONS. I. STABILIZED ENTRY- PROVIDE MINIMUM 3" TO b" FRACTURED ROCK 50' LONG x 15' WIDE 13Y &" DEEP OVER CON5TRUGTION GRADE FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED ON A DAILY BASIS. WHEN N EVENT THERE SHALL BE NO TRACKII NG OF 501L5 ONTO THE 5TREET. _:- W47TLE5 SHALL BE INSTALLED PROPERLY, BEHIND CURB OR SIDEWALKS. 4. INLET LOGATIONS(MINI WIT N 10' OF THE FROXOT ALL IN SITE. 5. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH DRAIN INLET. 6. TRASH BARS SHALL. BE ED ACROSS THE DRAIN INLETS- T. 5TA 31LIZE ALL 1215TURBED SOILS IN THE FRONT YAt'.D AREe%6 t-I'THN IF,, OF TNF PACK r,UR_R OR 51DEWALK. (STRAW OR ER0510N BLANKETS MAY BE USED FOR THIS APPLICATION) 5. STABILIZE ALL SLOPES WHERE ER0510N COULD OCCUR AND CAUSE SILT RUN OFF. (STRAN, VISOUEEN OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) TS 9. SALFIALL 8E STOREDL PAINT �NSAA GOCTION VERED LLOGATIONTANAY FROM 51DENALK5 AND STORM DRAIN INLETS. 10. PORTABLE CHEMICAL TOILET5 IF PROVIDED ON T'HE 517E MUST BE KEPT OFF OF STREET5 AND 51DEWALK5 AND A LEAST 50' FROM THE NEAREST STORM DRAIN. 11.ALL TRASH MUST BE COLLECTED AND STORED LET ITEMS SVCH AS MUD BOXES FAINTTUG PROPERLY. Do EKET5, GLEANING MAATERIALL CONTAINERS, ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF. 12. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BAILS LINED WITH VISQUEEN MAY BE USED FOR THIS ROLLAKAY BINS MAY AL50 BE USED. ALLLCONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. 13. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'S. 420.58_.— 1 e e 1 1 e e ` 1 I e I♦ 1 I \ 1 \ 1 ♦ I \ 1 \ 1 6 Q 1 ♦ 1 1- \ O 10 1 — ♦ I\ 0 1 ♦ 1 1 e 1 1 1 �47LK 1 PROPOSED i 50 -TIC, TANK PROPOSED I ? LEACH FIELD DOE 1 OF 1 BANK PROPOSED J* PROPANE \� TANK Q 1 n NOV 0 5 105 Tr,', D A., D ASS C]AT ES I\ (N) RESIDEL�>i ` (E) OAK DRIVE � � \ TREE 10' MIN. GLR. TO \1 TANK PROPANE \ 100' R. 5EPTIG �\ 1I FREE ZONE \ 1 \ NELL 11 O POWER POLE \ ` 5 M EF AMP 1 METER d 1 DISCONNECT NO CONSTRUCTION IN EASEMENTS ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT WA`LS' EAVES AND ROOF DNG FOO FOUNDATIONS,, GREGORY A. PEITZ ARCHITECT 383P,* Lindo Ave. Chico, CA. 95926 (530) 894-5719 60' INORE55/ \� EORE55 8 PUBLIC �t UTILITY EA5EMENT-1 \ 1 \ s®a 1 \ \ V PERMIT BUTf r Dr'_VE.LCiP"�1FNT �v°iCt REVIEWED FOR ,"ODE COP ,PL_ P.N - DATE 51 TE FLAN OWNER: LEAH LOKAN ADDRESS: PHONE: 530-680-8302 _:12048 MERLIN LN CHICO GA 5.0q AGRE5 BUILDINO 5ETBAGK LINE SHEET 1 of: ONE aQ_ c -I P.T. SILL N/ Y2 " DIA. x 12" o b. OR Y2" (P x 6" "SIMPSON" TITEN BOLT ® 6 O.G. AND 12" MAX. FROM ENDS N/ 3"x3"x.22"1" PLATE WASHERS, TYP. GONG. SLAB, SEE FOUNDATION PLAN m� INTERIOR FOOT I NC F-2-7 CODE ANALYSIS GOVERNING CODES: 2013 GBG, 2013 GRG 2013 CEG, 2013 GPO, 2013 CMG, 2013 CFO, 2013 CALIF. HEALTH $ SAFETY CODE AMENDMENTS 2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II 2013 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/ DISABILITIES AOT, 2012 EDITION NFPA 101, 2013 CGB50 OCCUPANCY GROUP: GROUP: R3 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: I80"1 S.F. ALLOWABLE STORY/HEIGHT: (3) STORIES / 40'-0" ACTUAL STORY/HEIGHT: (1) STORY / I6' -O" CONSTRUCTION TYPE: TYPE VB AUTOMATIC SPRINKLER: REQUIRED W I LDLAND URBAN FIRE INTERFACE: SEE NUI SHEET FOR REG S. BASELINE WATER USE - 2 BEDROOM RES I DENGE FIXTURE TYPE FLOW RATE Q DURATION MISCELLANEOUS USES PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND OCCUPANTS OCCUPANTS 4 Q PER DAY 5HONERHEAD5 (RESIDENTIAL) 2.5 x 8 MIN. x I x 3 = 60 LAV. FAUCETS (RESIDENTIAL) 2.2 x .25 MIN. x 3 x 3 = 5.0 KITCHEN FAUCETS 2.2 x 4 MIN. x I x 3 = 26.4 GRAVITY TANK -TYPE N.C.'s 1.28 x I FLUSH x 3 x 3 = 11.52 TOTAL BASELINE WATER USE (BWU) = 102."12 102.02 (BNU) x .80 = ALLOWABLE NATER USE = 82.34 REQUIRED 20% REDUCTION IN BASELINE WATER USE CALCULATION TABLE FIXTURE TYPE FLOW RATE Q DURATION MISCELLANEOUS USES ES PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND OCCUPANTS 4 Q PER DAY SHONERHEADS (RESIDENTIAL) 1.85 x 8 MIN. x I x 3 = 44.4 LAV. FAUCETS (RESIDENTIAL) 2.0 x .25 MIN. x 3 x 3 = 4.5 KITCHEN FAUCETS I.5 x 4 MIN. x I x 3 = 0 GRAVITY TANK -TYPE N.C.'s 1.28 x I I FLUSH x 3 x 3 = 11.52 ALLOWABLE DAILY WATER USE: 82.34 GALLON5 PROPOSED DAILY WATER USE: 78.42 GALLONS NOTE: SEE WATER EFFICIENCY AND CONSERVATION SECTION AT GALGREEN MANDATORY MEASURES NOTES ON THE GALGREEN SHEET 5HEARWALL 5GHEDULE : 5YMBOL: 5HEARWALL: Q 3/g" GDX PLYWD. OR OSB MISCELLANEOUS W/ 5d'5 ® 6", 12" O.G. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND OS s/8" GDX PLYWD. OR B 4 Q w/ 8d'5 ® 4", 12" O.G. w/ SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT 4x 57UD5 ® ADJ. PANEL OF CONTRASTING COLOR, VISIBLE FROM STREETS. SPLICES, STANDARDS PS 1-55. GDX PLYWD. OR OSB Q3/g" 3 w/ 8d'5 ® 3", 12" O.G. w/ NAILS AT PLYWOOD PANELS SHALL HAVE 3/8" EDGE 4x STUDS ® ADJ. PANEL OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE SPL I GES DISTANCE AND SHALL NOT PENETRATE FACE -PLY. 3/g" GDX PLYWD. OR OSB Q2 w/ &d'S ® 2", 12" O.G. w/ NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING 4x STUDS ® ADJ. PANEL BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY SPLICES I. SHEARWALL FRAMING MAY BE DOUG. OR HEM. FIR, TYP. 2. NAILS SHALL BE COMMON NAILS (2y2"x.131"), TYP., U.O.N. 3. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED. C ENERAL NOTES 0-1 Date: ol12'0" By: MISCELLANEOUS 3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND 2. OA5 FIRED WATER HEATER TANKS SHALL BE FASTENED TO I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT THE ADJACENT FRAMING w/ I6 GAUGE METAL STRAP (0516 OF CONTRASTING COLOR, VISIBLE FROM STREETS. STANDARDS PS 1-55. OR EQ.) w/ MIN. 2" LONG #12 WOOD SCREWS ® 4" ABOVE 2. FIRE SPRINKLER SYSTEM 15 REQUIRED PER GRG R313.3 4. NAILS AT PLYWOOD PANELS SHALL HAVE 3/8" EDGE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE DISTANCE AND SHALL NOT PENETRATE FACE -PLY. 4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST 5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY REGE55 ALL WINDOWS l$ DOORS SHALL BE LESS THAN 12" IN LEAST DIRECTION. PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. 6. FRAMING HARDWARE SHALL BE 51MP50N STRONG -TIE OR TYPE. o0 0 APPROVED EQUAL, WITH GONNECTOR5 AS SPECIFIED. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN - - ----- 7 PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO • I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 28 DAYS 2. REINFORCINO STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS -TYPE N OR 40. ROUGH CARPENTRY I. INSTALL BLOGKINO AS REQUIRED TO SUPPORT FINISH HARDWARE AND FIRE STOPPING TO OUT OFF CONGEALED DRAFT OPENINGS AS REQUIRED BY CODES 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE GRADES INDICATED OR BETTER (NNPA GRADING RULES) UNLESS NOTED OTHERWISE. CONGEALED BEAMS AND POSTS ......................... NO. 2 EXPOSED BEAMS AND POSTS...............................NO. I 2x JOISTS AND RAFTERS........................................NO. 2 STUD, SILLS, PLATES...................................................NO. 2 SILLS ON CONCRETE...................................................PTHF MISC. FRAMING NOT NOTED....................................NO. 2 FOUNDATION. 8. PROVIDE FIRE BLOGKINO IN CONGEALED SPACES VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/ 2013 G.R.G. SECTION R302.11. "1. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZING COATED FASTENERS SHALL BE IN ACCORDANCE w/ ASTMA 153. 2013 G.R.G. SECTION R317.3. 10. BEARING WALL HDR5. SHALL BE 4x10 #2 OR 6x8 D.F. #1 MIN., TYP., U.O.N. PLUMBING I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 SQ. INCHES, MIN. (3) WATER CLOSETS. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 7. SHOWER AND TUB/SHWR WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE o/ A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABV. FINISH FLR. DRAIN INLET, PER ORO, 8307.2 8. 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" (P DUCT LENGTH 15 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 REOUEST FOR MODIFICATIONS) 2. SINGLE-WALL METAL PIPE SHALL NOT BE USED AS A VENT IN DWELLINGS AND RESIDENTIAL OCCUPANCIES. 7H I S FRO.JEGT 15 L.OGATED IN AN S.R.A. ZONE AND SHALL. 5E BU I L_T IN COMFL_ I ANGE V4 7H THE CODES OUTL_ I NED ON SHEET NUI. -F-ure ror Current information on a -.11ur wildfire Cal Fire / California Division of Forestrroved materials from V see California State [:.n GA -k. ll Cali 9 Revision: Date: ol12'0" By: O' -O" 12'-lOy2" - it 4'-011 3'-10" N NOTE: n REGE55 ALL WINDOWS l$ DOORS H _ �jls'LI S� Ct Cl, o0 0 2" (9 STUOOO SIDING LOCATIONS. PER�n : #__,___ _z, -VE t..G?'>V'ENT SFRViCF.S RI fTTF CC�UPi 1' • w � N � � RE\i F -WED FOR d a CODE (PM LIA.N�E s� U � vT 3 DATE C 8080 S.G.D. 1j %J 3046 3046 ry k� 5.7' 0 tid - - 4070 SH w/ 4070 SH w/ 4070 SH w/ !x Frl - O M ' ` 00 M FX., w/ 8' FX., w/ 8' �q ry �6�� 9�� p8< 18" VENTS 18" VENTS W' VENTS �qJ,y+tO W D I S HD HT. HD. HT. 5� �ZJp w/ 8' HD. HT w/ 8' HD HT. w/ &' HD. HT. �Y 3046 - G5MT., w/ IDN i - I i 11 3 3.1 H Q B 8 HD. HT. 0 d 0� 3 � Pe � TANKLESS o' o O I I U� WH 0 LOUNC E I WOOD STOVE ATOP NO2X6 � tid 3.2 � �a I I I I 2_ OMBU5TIBLE3 KITGENI W +� ,�<,�te .� G��� G� VAULT. GLC. +6 +s I HEAR Ww +38" COUNTERTOP "1' CLO. (I TILE f� 6x10 I HT., TYP. ALL TILE I 1 z 0 0 2640I COUNTERS, Np w 1 G5MT. +38" KITCHEN 4 BATHS D O 'DRY 6DECORATIVE L x10 BEAMS m I I I I TM3 /1,H ASu0C1ATrrS ARC b "1 I I I 3 N T I TILE I �� I I Q2 1 2 ROOM 3 `I 1 1 12 12 I I "1' GLC. w D * No. C21283 REN. 7/17 I� ' 1 CARPET O> r I CA��F GARFORT 286E I I I I r= I O /LOKAN N _ VAULT. T$G GLC. FLUSH BAR dJ 3 HpU 1.11 I •2��+6 I �-?x6 HALL I I 4 Date AUGUST 2015 Scale I I I �- �� I 2 4 G' GLC. 5'-5" 3'-10" I I 7'-7y2" I 114'-7" 13'-4y-2 a 5060 5H DrawnOSTROVSK I Y Job IS -200 I ,� `r +tea _3'-411 s 2868 TILE 1 Y2 LITE I 42" WALL w/ HpU4 3.1' VENTS 0� TEMP.+�e0�`P GLG BREAK LINE 3'-4" b'-2" (1 1 I I WOOD GAP �_�x6 Of Sheets QO0� ,fal U� - - 2668 - I 5 8 P- - - 21068 1 _--_-_-- 6x6 _ 6x10 - - _I PANTRY G.O. I 1 _ 2668 n 11LL2868 3068 PR. 2668 SHELVES 1 I G0VR D Q , r- j � I Ir FR. HALLI o m I I "1'TLE m MA5TER F,�T O2868 "1' GLC. IENTRY BEDROOM "1' GLC. TILE )/211 VAULt CLO. -"1' GLC. !--7 " p TILE - CARPETLu 2 m N I � 2868 m O BEDROOM 2 N I �' `� j �- 22"x5O" 0 3 } - _ ATTIC LIN. +38" I I W.�.G. ACCESS - CARPET d _GLC. BATH O I "168 I ab I CARPET 13068 S.G. S.L., I s TILE TEMP. TEMP v 0 S & P �gry�ry� �0 K I �Hp�� 2868 K LU 5020 X6 3060 SH 3060 O e I SH v Ayl I 060 SH _ w/ 30 30 1 ~ I 30" -n - w/ TEMP. 4)v w/ MSIR. VENTS VENTS ( q �q I I 7,O' VENTS X on v `� BATH SII -� = 1 1. "1'-O" .o 12 12 b'-611 "1' GLC. _ O O tV Iit O 12 I 12 I II'-I(Y2" O TILE +38° m A/G UNIT �p SOFFIT TILE 4x8 LIN. SHWR. _ry ' Q - 4020 FIX - Q G OVR D � . NOTE: FORCH 3 S.o' S.o' WINDOWS TO HAVE VAULT. CLO. &'-8" HD. HT., U.O.N. GONG. 2'-O" 7'-O"2'-011 e 4'-2" "1' -loll 7r I I' -O" 14'-0" 12'-0" 3'-411 12'-0:2" 7'-O" "1'-I V:211 NORTH IV - Comply with 2013 CRC section FLOOR FLAN t R327 Materials and construction meth-& s__ _- . - I/411 = I' -O" 7H I S FRO.JEGT 15 L.OGATED IN AN S.R.A. ZONE AND SHALL. 5E BU I L_T IN COMFL_ I ANGE V4 7H THE CODES OUTL_ I NED ON SHEET NUI. -F-ure ror Current information on a -.11ur wildfire Cal Fire / California Division of Forestrroved materials from V see California State [:.n GA -k. ll Cali 9 Revision: Date: By: A N n H Ct Cl, o0 0 Owl • w � N � � bD d a 1 s� U � vT bA C W Frl M ' ` 00 M W H Q 0 W H Ww f� o 0.- 0 0 w NT! 052015 TM3 /1,H ASu0C1ATrrS ARC 0S ��F * No. C21283 REN. 7/17 I� ' O� OF CA��F a /LOKAN 1503 Date AUGUST 2015 Scale DrawnOSTROVSK I Y Job IS -200 Sheet Of Sheets ,1 Q I" I" LO 0 O 1 N LEFT ELEVATION 1/4" = I' -o" I� RICHT ELEVATION 1/4" = I' -o" ELECTR I GAL 5""r 5OL5 +— FUEL GAS OUTLET "ALL LISHTINO FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. AS LED OR FLUORESCENT. SINGLE POLE SWITCH By: GLC. MTD. FIXT. A/C, UNIT 220 V. GEILINO FAN w/ LIGHT 3 THREE WAY SWITCH LUMINAIRE TYPE: FLUORESCENT GLC. MTD. FIXT. 2. ALL 15 $ 20 AMP BRANCH 0IRGUI75 SUPPLYING OUTLETS INSTALLED IN BEDROOMS, COMPACT FLUOR. FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 26 5 5UNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL 4' FLUOR. TUBE BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. D DIMMER SWITCH 3' FLUOR. TUBE LED CLO. MTD. FIXT. 25 CEILING FAN NO LIGHT $D3 DIMMER/3-WAY SWITCH 4. RECESSED CLO. FIXT. UNDER CABINET 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY COMPLIES IF A >/= B SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN blbs OR EXCEEDS Ibin. IN ANY N DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER —� FLUORESCENT LIGHTING $T TIMER 5WITGH 6. FLUORESCENT [! :J FLUORESCENT FIXTURE 10, HIGH-EFFIGAGY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR. C) RECESSED CLO. FIXT. — vs OGGUPANGY SENSOR ^C C W O LED ' y d0 M W RECESSED GLO. FIXT. PANEL BOARD DUPLEX REGEPT. W �w� �0 220 VOLT OUTLET - MINI RECESSED GLC. FIXT. DJ ELEG. DISCONNECT FLUORESCENT 110 V. SMOKE DETEGTOR FLOOR OUTLET WALL MTD. FIXTURE V 1 d TV OUTLET —E}- TRACK FIXTURE EXHAUST FAN �,o ARC GM IIOv CARBON MONOXIDE 0 * No. C21283 REA.'7/17� PHONE OUTLET PENDANT LIGHT F C ALARM w/ BATTERY IKAN 1503 BACKUP VP SUITABLE FOR DAMP -- SCONCE FIXTURE MOTION -ACTIVATED Drawn05TROVSK I Y LOCATION Sheet SECURITY LIGHT +— FUEL GAS OUTLET "ALL LISHTINO FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. AS LED OR FLUORESCENT. VENTILATION REGU I REMENTS I. KITGHEN 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 OUTSIDE w/ A MINIMUM 5"(P SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). 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 w/ A MINIMUM 4"(P SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80%. 2013 COBSC 5EGTION 4.506. 3. WHOLE - BUILDING VENTILATION: SEE CFIR (ENERGY CALCULATIONS) FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE 70 CFM. MIN. w/ A MAXIMUM NOISE RA71NO OF I SONE. THE 5WITGH SHALL BE LABELED "VENTILATION CONTROL." RECESS ALL WINDOWS $ DOORS 2" ® 57UOCO SIDING LOCATIONS. STUCCO o/ 2 "xb" FOAM TRIM ® TOP OF DOOR SYSTEM METAL ROOF I NO 4" CLR. TO EARTH AND 2" TO GONG. FOR WEEP SCREED FRONT ELEVATION 1/4" = 1'-0" REAR ELEVATION 1/4" = 1'-0" TANKLE55 WH 2120 V. GFI I D G� I I � I W vs I I WP/ I OF I ELEG. SUB -PANEL--/ NOTE: CONNECT (N) RESIDENCE TO (E) 100 AMP. POLE MOUNTED ELEC. MAIN w/ METER KITCHEN Ll GHTI NG SCHEDULE: By: ELECTRICAL NOTES A/C, UNIT 220 V. GS I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EAGH BATHROOM AND LUMINAIRE TYPE: LAUNDRY. THESE GIRGUIT5 SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 $ 20 AMP BRANCH 0IRGUI75 SUPPLYING OUTLETS INSTALLED IN BEDROOMS, COMPACT FLUOR. FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 26 5 5UNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL 4' FLUOR. TUBE BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 3. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH GIRGUIT5 EVENLY 3' FLUOR. TUBE PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR 25 SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH GIRGUIT5 SHALL 2' FLUOR. TUBE HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY COMPLIES IF A >/= B SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN blbs OR EXCEEDS Ibin. IN ANY N DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 2013 GEC SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2013 SECTION 314.27 (o $ d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE 10, HIGH-EFFIGAGY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR. VENTILATION REGU I REMENTS I. KITGHEN 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 OUTSIDE w/ A MINIMUM 5"(P SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). 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 w/ A MINIMUM 4"(P SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80%. 2013 COBSC 5EGTION 4.506. 3. WHOLE - BUILDING VENTILATION: SEE CFIR (ENERGY CALCULATIONS) FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE 70 CFM. MIN. w/ A MAXIMUM NOISE RA71NO OF I SONE. THE 5WITGH SHALL BE LABELED "VENTILATION CONTROL." RECESS ALL WINDOWS $ DOORS 2" ® 57UOCO SIDING LOCATIONS. STUCCO o/ 2 "xb" FOAM TRIM ® TOP OF DOOR SYSTEM METAL ROOF I NO 4" CLR. TO EARTH AND 2" TO GONG. FOR WEEP SCREED FRONT ELEVATION 1/4" = 1'-0" REAR ELEVATION 1/4" = 1'-0" TANKLE55 WH 2120 V. GFI I D G� I I � I W vs I I WP/ I OF I ELEG. SUB -PANEL--/ NOTE: CONNECT (N) RESIDENCE TO (E) 100 AMP. POLE MOUNTED ELEC. MAIN w/ METER KITCHEN Ll GHTI NG SCHEDULE: By: / A/C, UNIT 220 V. GS A B LUMINAIRE TYPE: HIGH EFFICACY: WA775: QUANTITY: HIGH EFFICACY WATTS: OTHER WATTS: COMPACT FLUOR. YES 26 5 130 4' FLUOR. TUBE YES 32 a1 n 3' FLUOR. TUBE YES 25 2' FLUOR. TUBE YES 17 TOTAL (A): 130 TOTAL (B): 0 COMPLIES IF A >/= B YES X NO N O WP/ --- OFI�i — — \ I o DW I I O I I \ I III I ° I� _ _ I .CFI I I I I I II OF I IGF REF.I LED cF II I \ I 2x8 BAROE5 w/ Ix3 TRIM, TYP. GABLE ENDS GEMENT BD. LAP SIDING o/ 3/8" CDX PLY. OR 055 w/ 8d'5 ® 6",12" O.G. Ix4 TRIM CORNERS, DRS, $ WDWS ® LAP SIDING LOCATIONS ONLY Comply with California State Fire Marshall Requirements for roof covering, valleys & gutters, attic ventilation, exterior wall openings, exterior walls, windows, decks and under floor venting -2013 CRC Section R327 PROVIDE SEPARATE GROUNDING CONDUCTOR PE___�LIS� BUTTE COUNT" DEVELOPMENT SEnVICEPERMIT #__ L FROM MAIN ELECTRICAL SERVICE PANEL TO REVEV'rED FOR r REMOTE STRUCTURES AND REMOTE CODEr : PLIANC;E SUBPANELS. CEC ART. 250.32 (D) DATE____- —1 -yr I jP I� BY COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 410-8 REQUIREMENTS FOR LIGHTING _ — FIXTURES IN CLOTHES CLOSETS COMPLY WITH CALIFORNIA ELECTRICAL CODE—for wiring methods— secure condu^tcrs and conduit per all applicaJ13 r�A sr�r �rt:s as required by the 2013 CE 0 for the spec;; �sthod of wiring I NOTE: PROVIDE LIGHT / $ 110 VOLT OUTLET AT ATTIC MTD. F.A.U. II I II — II –--- — 3 D3 I C _ D D —B I I CM � i I I I I Q 0o \ o O GM I \ I �L WP/ � J 10171 GF I o I / I � i 00 r-LECTR I GAL PLAN I I I Q I I II I I I VP GFI op VERIFY LOCATION By: / A/C, UNIT 220 V. GS Revision: Date: By: II-B-I� GS N a1 n H � 01 1 � C • N O 10, C) �^ bA ^C C W O ' y d0 M W W �w� �0 Ww V 1 rrO w �,o ARC * No. C21283 REA.'7/17� F C IKAN 1503 Date AUOU57 2015 Scale Drawn05TROVSK I Y Job 15-2005 Sheet Of Sheets 12" LONG G516 STRAP EA. RAFTER o/ RIDGE w/ (5).56S EA. END SEE ROOF PLAN GARFORT SECTION B-3 I/4" = I'-Q'I 18" MIN GIRDER TRUSS I�sllt�ii�l �— MIN. 3'-0" LONG 0516 STRAP N/ MIN. (13) bd'S EA. END E'L.AN VIEW -rol Irr AI A II rn OI V T� TRUSS STRAP 5-4 yYa" x IYS" ANGLE w/ DIA. (2))/4" x 2" LONG THREADED LAO BOLTS INTO TRUSSES ROD TOP CHORD OF TRUS5, TYP. 4�a IY8" x Van ANGLE SEISMIC RESTRAINTS W NUTS AND (4) DIRECTIONS WASHER, TYP. F.A.U. MOUNT I NO 5EGTION A-3 1/4" = I' -o" 2x4 STRUT TO RAFTER BELOW a 4'-0" O.G., TYP. EA. RAFTER Ix6 MIN. 4'-0" O.G. RIDGE 2x6 RAFTERS 2'-O" O.C. 2x8 FLAT W/ (2) Ibd PER RAFTER BELOW CALIF. FILL DETAIL. T%1""\ DRAG TRUSS j R—q0 I " FA5G I A, SEE ELEVATION ROOF PLY r E.N. 4r E.N 51DINO G.E. TRUSS SHEARPLY, ' SEE PLAN E.N. E.N. AC -3 3/4" = 1'-0" I R-12 A55 ® 4'-0" O.G., TYP., U.O.N. OABL E END �m 1/2" = 1'-0" 14" x 14" VERSA -R I M 4"x4" NOTCH ® BLKO. CENTER OF EACH BLOCK E.N CONT. 2x4 w/ TOP RIPPED © 4:12 SLOPE EA\/E VENT, SEE ROOF PLAN Z -10 -In" TRUSS OVERHANG ROOF NOTES I. ROOF FRAMING SHALL BE: PRE -MFR TRUSSES ® 24" O.G. TYP. U.O.N. 2. ROOF PITCH SHALL BE: 4:12, TYP. 3. ROOF O.H. SHALL BE: I'-6" a ALL G.E. 3'-0" a 4:12 PITCH, SEE DETAIL 2/3 4. ROOF COVERINO SHALL BE: METAL ROOFING o/ 15# FELT o/Y2 GDX OR OSB. w/ 865 ® 6", 12" O.G. 5. REQUIRED ATTIC VENTILATION: 1666 / 300 = 5.56 SO. FT. OF NET FREE AREA VENTILATION REQUIRED. (6.03)(60%) = 3.33 HIGH VENTING REQUIRED. ((0.03)(406) = 2.23 LOW VENTING REQUIRED. • LOW VENTING: PROVIDE (3) 3"xI20" 'VULCAN' OR Ea. SOFFIT VENTS ® 1.0 5a. FT. NFVA EACH. TOTAL LOW VENTING PROVIDED: 3.0 50. FT. OF NET FREE VENT AREA. •HIGH VENTING: PROVIDE 47' CONT. RIDGE VENT 0.125 50. FT. NFVA PER FT. TOTAL HIGH VENTING PROVIDED: 5.81 50. FT. OF NET FREE VENT AREA. 6. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SWITCH ® ACCESS HOLE. PROVIDE IIOV SERVICE OUTLET ® UNIT. PROVIDE 24" WIDE CATWALK FROM ACCESS HOLE TO 30" 50. x 30" HIGH CLEAR MAINTENANCE PLATFORM a UNIT. SOFFIT MATERIAL TO MATCH 51 D I NO BELOW 5k FASCIA GUTTER SHEARPLY, SEE PLAN SAVE DF -TA I L_ PLY. A55 @ 4'-0" O.G., a ALL EAVE LOCATIONS, TYP., U.O.N. NOTE ROOF SHEATH I NO AND GABLE END ATTI G WALLS SHALL BE "TECH SHIELD" RADIANT -BARRIER OR EO. 2x6 CALIF. 5'0516 STRAP a 3"x120" FRAMING ® 24" O.G., BM. TO TOP PL. VULCAN VENT PER DETAIL 3�, TYP. SPLICES TYP OF (3) a HATCHING 2.4K DRAG A35'S ® 4'-0" 2 SEE DETAIL 8/3 TYP. FOR TOP PLATE 3 SPL I GE __ __/ i IV 2.4K DRAG TRUSS O q3'-0" O.G. 6 3 Date: By: 0 4 G5 GIRDER N — ATTIC MTD. F.A.U., TRUSS d SEE NOTE 6 O O Y2" DIA. a.b.'S a 12" �` H 4 C, ROOF NOTES, SEE _____ — — — (�—_ O.G., THESE 5 DETAIL 5/3 II � AN N — TRUSS I L Y_J c F 3' C516 STRAP a —� BM. TO TOP PL. i 3 5PL I GES I ROOT= NOTE: 4! 12 I --- ---- THE ENTIRE PERIMETER OF THE I.OK DRAG/ 0 ROOF DIAPHRAGM SHALL BE - ATTACHED TO THE BEAMS 6 GIRDER AND/OR TOP PL.'S PER TRUSS DETAILS 2/3 4 3/3, TYP., U.O.N. 3 ADDITIONAL FASTENERS MAY PROVIDE SOLID BEARING UNDER GIRDER BE REQUIRED WHERE NOTED. TRUSSES. WHERE MULTIPLE STUDS ARE REQUIRED, FACE NAIL STUDS TOGETHER w/ 16d SINKERS ® 6" O.G., TYP. (8) 16d ON BOTH SIDES OF (8) 16d ON BOTH SIDES OF WALL INTERSECTION OR AS BUTT SPLICES IN DOUBLE NOTED ON ROOF FRAMING PLATE OR AS NOTED ON PLAN I ROOF FRAMING PLAN J 1—TOP PLATE SPLICE DOUBLE TOP—' (2) 16d COMMON OR BOX NAILS PLATE SPLICE ON BOTH SIDES OF BUTT TYPICAL NAILING -16d SPLICES IN TOP PLATE COMMON OR BOX NOTES: NAILS © 16" O.G. I. THE NAILING SHOWN ABOVE 15 REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAGM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL CONTA I N I NC A SHEAR WALL TOP FLATS 5FL_ I GE DETAIL. s P.T. SILL W/ Y2 " DIA. x 12" ab. ® 6' O.G. AND 12" MAX. FROM ENDS W/ m 3"x3"x.22G" PLATE WASHERS, TYP. GONG. SLAB 5EE F FOUNDA71 ON PLAN #4 a 4'-0" O.G. FINISH ORAL ZI NAT. ':.IN 111 51, r-1NE '•� i Y m PERIMETER FOOTINO �OIRDER TRU55 4:1� I 4:12 ROOF PLAN PERMIT RlJTTE COUNT`` UEVELGPMi NT St GES RE -VIEWED FOR GOD6".A�'1-I,ANCE- DA.TE__ NOT TO SCALE NOTE: GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2013 GRG SECTION R401.3 6Q'-10" 10'-O" 12'-I OY2" 11'-01 161-V 41 -011I -loll 24" 50. x 12" DP. 24" 50. x 12" DP. TYP. OF (2)— .OI 411 �ILI GONG. ' SLAB %" -71-0" 2'-0" 111_�II Q' -11Y7" 141_nn FOUNDATION PLAN Revision: Date: By: 0 II -3 -IS G5 ss ss ss--- --- N O O Y2" DIA. a.b.'S a 12" �` H 4 C, 18" 50. x 12" W — — — (�—_ O.G., THESE 5 _ DP. FTG. w/ m PB566 BASE, 411 TYP. OF (2) I 4" GONG. SLAB w/ #3 BAR ® SSs L I 2'-0" O.G. BOTH WAYS c/2" �_a5r„ — GONG. SLAB I SS SAND o/ 6 MIL. VB (w/JOINTS D SQ. x 12 LAPPED 6” MIN.) o/ 4" BASE I�1 U o �ry0 ABU66 BASE -�{ " � p„ Uj� 3'x3' MIN. GONG. LANDING, g5Tg24 L° --� _ ° Y2 DIA. a.b. 5 ® 73/4" MAX. BELOW TOP OF — 04 I 2'-0" O.G., THIS SW DR. THRESHOLD, TYP. ® I m ' y 13 1 ALL EXTERIOR 24" 50. x 12" 30" SQ. x l 2" � I N -5W I NOI NO DOORS I DP. FTG. wd #4 DP. FTG. I — I BAR ®7" O.G. a' -O" 'i' -O" 11'-IIY211 I m BOTH WAY5 I _ _ I — I I � I 4" GONG. O V1 SLAB tL-------- Www O L---� o I t � 91 � r_� � I I r - L— 5 A �0 RcA��� * No. C21283 R L J -----� I4. 7/171, 24" 50. x 12" DP. TYP. OF (2)— .OI 411 �ILI GONG. ' SLAB %" -71-0" 2'-0" 111_�II Q' -11Y7" 141_nn FOUNDATION PLAN Revision: Date: By: 0 II -3 -IS G5 N n H 4 C, W r l M ct .a I�1 U o u p„ O W 04 o ' y M W O V1 H Www O 5 A �0 RcA��� * No. C21283 R I4. 7/171, OKAN 1503 Date AUGUST 2015 Scale DrawnOSTROV5K I Y Job IS -2005 Sheet Of 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) roof 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 California 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, 2.2.The exterior wall covering and exposed underside of the eave are of noncombustible material, or ignition -resistant -materials as determined in accordance with 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 gutters. 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 theerformance criteria in accordance with h - p th t e test procedures for 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 behind 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 of 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 assembly 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 exposed 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 underside 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 assembly 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 that 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 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 the exterior covering on the underside of the ceiling. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly 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 cantilevered 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 an exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly 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 performance 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 assembly 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 enforcing 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 assembly 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: Heavv-timber structural columns and beams do not reouire Drotection. 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 i erequirements R327.9.1 General. The walking surface material of decks, porches, balconies and stairs shall comply with the 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 BIJ' E COUNT"' D:VELOPMEN?' cc�:w,^4i.`.� REVIEWED FOR '� CODE DATE___-----. I Revision: Date: By: N n H 4 ao W �I o M ,.a N Qi V V' H d U � u z h� U :~ bA Wo a ' ` ao M W h--�i W H 0 ARC, v `-' * No. C21283 Nig REN. 7/1% F bF C w• WILDLANP URBAN, INTERFACE Date 2014 Scale Drawn Job Sheet wul Of Sheets TITLE 24 MANDATOR)" 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 WINDOW5) SHALL HAVE A LABEL LISTING THE CERTIFIED U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHGG), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF 5. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED. 4. INSULATION SPECIFIED OR INSTALLED SHALL MEET STANDARDS FOR INSULATING MATERIAL. INDICATE TYPE AND INCLUDE ON GF -6R FORM. 5. THE THERMAL EMITTANGE AND SOLAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENTS OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF 15 SPECIFIED ON THE GF -IR FORM 6. A RADIANT BARRIER SHALL HAVE AN EMITTANGE OF 0.05 OR LF -55 WHEN THE INSTALLATION OF A RADIANT BARRIER IS SPECIFIED ON THE GFIR. 7. L005E FILL INSULATION SHALL CONFORM WITH MANUFAGTURER'5 INSTALLED DE51ON LABELED R -VALUE E I REPL.ACZ5 DECORATIVE GAS APPL I ANOE5 AND OA5 LOG MEASURES: I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A CLOSABLE METAL OR OLA55 DOOR COVERING THEENTIRE OPENING OF THE FIREBOX. 2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH IS AT LEAST SIX 5QUARE INCHES IN AREA AND IS EQUIPPED WA 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. SPAOE CONDITIONING WATER HEATING AND PLUMBING SYSTEM MEASURES I. HVAC EQUIPMENT, WATER HEATERS, SHOWERHEADS, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION. 2. WATER HEATER RECIRCULATION LOOPS 5ERVINO 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 w/OUT AN ELECTRICAL SUPPLY VOLTAGE CONNECTION w/ PILOT LIGHTS THAT CONSUME LESS THAN 150 Btu/hr ARE EXEMPT), AND POOL AND SPA HEATERS. 4. HEATING AND/OR COOLING LOADS SHALL BE CALCULATED IN ACCORDANCE w/ A5HRAE, SMAGNA OR ALGA. 5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDENSING UNITS SHALL HAVE A CLEARANCE OF AT LEAST V FROM THE OUTLET OF ANY DRYER VENT. 6. HEATING SYSTEMS SHALL BE EQUIPPED w/ THERMOSTATS THAT MEET THE SETBACK REQUIREMENTS OF SECTION 110.2(0). R PE 7. STORAGE GAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY W AP D W/ INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. 8. UNFIRED HOT WATER TANKS, SUCH A5 STORAGE TANKS AND BACKUP STORAGE TANKS FOR SOLAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL INSULATION R -VALUE 15 INDICATED ON THE EXTERIOR OF THE TANK. A �. FIRST 5 FT. OF HOT AND GOLD WATER PIPES CLOSEST TO WATER HEATER TANK, ALL PIPING WITH A NOMINAL DIAMETER OF 4 OR LARGER ALL PIPING ASSOCIATED w/ AOMESTIG HOT D 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 CASINO OR SLEEVE THAT ALLOWS FOR INSTALLATION, REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION. II. PIPE FOR COOLING SYSTEM LINES SHALL BE INSULATED AS SPECIFIED IN §150.0(J)2A. PIPING INSULATION FOR STEAM AND HYDRONIG HEATING SYSTEMS OR HOT WATER SYSTEMS WITH PRE55URE >15 p519 SHALL MEET THE REQUIREMENT5 IN TABLE 120.5-A. 12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. 15. 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 USING OAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRICAL RECEPTACLE WITHIN 5' 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 INSTALLED; A CONDENSATE DRAIN THAT 15 NOT MORE THAT 2" HIGHER THAT THE BASE OF THE IN57ALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND A OAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR- 16. REGIRGULATINO LOOPS SERVING MULTIPLE DWELLING UNITS SHALL MEET THE REQUIREMENTS OF §110.5(c)5 17. SOLAR WATER -HEATING SYSTEMS AND COLLECTORS SHALL BE CERTIFIED AND RATED BY THE SOLAR RATINGS AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED BY THE EXECUTIVE DIRECTOR. DUCTS AND FAN MEASURES: I. ALL AIR -DISTRIBUTION SYSTEM DUCTS AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENTS OF GMC SECTIONS 601, 602, 603, 604, 605 AND ANSIVSMAGNA-006-2006 HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 5rcl 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 DIAGNOSTIC TESTING. CONNECTIONS OF METALS DUCTS AND INNER GORE OF FLEXIBLE DUCTS ARE MECHANICALLY FASTENED. OPENIN05 SHALL BE SEALED w/ MASTIC, TAPE OR OTHER DUCT-01_05URE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENTS OF UL -181, UL 01A, OR UL 1515 OR AEROSOL SEALANT THAT MEETS THE REQUIREMENTS OF UL '125. IF MASTIC OR TAPE 15 USED TO SEAL OPENINGS GREATER THAN X4 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 CONSTRUCTED 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 5Y5TEM5 SHALL COMPLY w/ SPECIFIED FOR DUCT CONSTRUCTION, AND GLO5URE5; 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 REQUIREMENTS SPECIFIED FOR DUCT CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING. 5. ALL FAN SY5TEM5 THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUTSIDE SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS. 6. GRAVITY VENTILATING SY5TEM5 5ERVINO CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND OUTLET AIR OPENIN05 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 COA71NO THAT 15 WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN 0AU5E DEGRADATION OF THE MATERIAL. 8. FLEXIBLE DUCTS CANNOT HAVE POROUS INNER GORES. T LEAKAGE TESTED AS E DUCTS SHALL BE SEALED AND DUG L GGU (ABLE SPACE TH D , Q. WHEN SPACE CONDITIONING SYSTEMS USE FORGED AIR SYSTEMS TO SUPPLY CONDITIONED AIR TO ANO P , CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE RESIDENTIAL APPENDIX RA5. 10, MECHANICAL SYSTEMS THAT SUPPLY AIR TO AN OCCUPIABLE SPACE THROUGH DUCTWORK EXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THE REQUIREMENT5 OF §150.0(m)12. 11. SPACE CONDITIONING SYSTEMS THAT UTILIZE FORGED AIR DUCTS TO SUPPLY COOLINO TO AN OGGUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC PRESSURE PROBE (HSPP), OR A PERMANENTLY INSTALLED STATIC, PRESSURE PROBE (P5PP) IN THE SUPPLY PLENUM. THE SPACE CONDITIONING SYSTEM MUST AL50 DEMONSTRATE AIRFLOW :5 0.58 W/GFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA5. 12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLING SYSTEMS SHALL BE CAPABLE OF SIMULTANEOUSLY DELIVERING, IN EVERY ZONAL CONTROL MODE, AND AIRFLOW FROM THE DWELLINO, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DWELLING, OF :5 350 GFM PER TON OF NOMINAL COOLING CAPACITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN EFFICACY OF 50.58 W/GFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE APPENDIX RA5. 13. ALL DWELLINO UNITS SHALL MEET THE REOUIREMENT5 OF A5HRAE 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 VERIFICATION AND DIAGNOSTIC, TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3.YAH RESIDENTIAL LIOHTINO MEASURES: I. INSTALLED LUMINARIES SHALL BE CLASSIFIED AS HIGH -EFFICACY OR LOW -EFFICACY FOR COMPLIANCE WITH §150.0(k) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.05, AS APPLICABLE. 2. WHEN A HIGH EFFICACY AND LOW EFFICACY LIGHTING SYSTEM ARE COMBINED IN A 51NOLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF B. THE WATTAGE AND CLASSIFICATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §130.0(c). IN RESIDENTIAL KITCHENS, THE WATTAGE OF ELECTRICAL 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 GEILINO FAN, SHALL BE CALCULATED AS 180 WATTS OR LOW EFFICACY LIOHTINO PER ELECTRICAL BOX. 4. BALLAST5 FOR FLUORESCENT LAMPS RATED 15 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 EXHAUST FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WA7T5 OF POWER PER LUMINAIRE OR EXHAUST FAN AS DETERMINED IN ACCORDANCE w/ §150.0(c). NIGHT LIGHTS MO NOT NEED TO BE CONTROLLED BY VACANCY SENSORS. 6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENTS OF §I50.C(k) 7. HIGH EFFICACY LUMINIAIRES MUST BE SWITCHED SEPARATELY FROM LOW EFFICACY LUMINAIRES. 8. EXHAUST FANS SHALL BE 5WITGHED SEPARATELY FROM LIGHTING SYSTEMS. a. LUMINAIRES SHALL BE 547GHED 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). II. LIGHTING CONTROLS COMPLY w/ APPLICABLE REQUIREMENT5 OF §110A. 12. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENTS 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 WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS SHALL BE HIGH EFFICACY. 15. KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN THE KITCHEN EXCEPT INTERNAL LIGHTING IN CABINETS THAT ILLUMINATE ONLY THE INSIDE OF CABINETS. LIGHTING IN AREAS ADJACENT TO THE KITCHEN, INCLUDING BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIGHTING IF THEY ARE NOT SEPARATELY 5WITGHE01 FROM THE KITCHEN LIGHTING. 16. PERMANENTLY INSTALLED LIGHTING THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATTS OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. 17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY SENSOR. 18. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS. IQ. 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 DIMMERS OR VACANCY SENSORS. 20. LUMINAIRES REGE55ED INTO INSULATED CEILINGS SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IG) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIRTIGHT WIT AIR LEAKAGE LE55 THEN 2.OGFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E285; AND BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING. FOR REGE55ED COMPACT FLUORESCENT LUMINAIRES w/ BALLAST5 TO QUALIFY A5 HIGH EFFICACY. 21. LUMINAIRES PROVIDING OUTDOOR LIGHTING, INCLUDING LIGHTING FOR PRIVATE PATIOS IN L.OW-RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNI75, ENTRANGE5, BALCONIES, AND POR0HE5, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS 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 DISABLES THE MOTION SENSOR, AND ONE OF THE FOLLOWING CONTROLS: A FHOTCOON7ROL NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE PHOTOGONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPA55 5WI7GH THAT DISABLES THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) NOT HAVING AN OVERRIDE OR BYPASS 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 5WITGH WHICH BYPASSES THE MOTION SENSING FUNCTION PROVIDED THAT THE MOTION SENSOR 15 AUTOMATICALLY REACTIVATED WITHIN SIX HOURS. 22. INTERNALLY ILLUMINATED ADDRESS SIGNS SHALL COMPLY WITH SECTION 140.8; OR SHALL CONSUME NO MORE THAN 5 WATTS OF POWER. 25. LIGHTING FOR PARKING L075 AND GARPORT5 WITH A TOTAL OF 8 OR MORE VEHICLES PER 51TE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN SECTIONS 130, 152, 134, AND 147. LIGHTING FOR PARKING GARAGES FOR 5 OR MORE VEHICLES SHALL COMPLY WITH THE APPLICABLE REOUIREMENT5 OF SECTIONS 130, 131, 134, AND 146. 24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLINO SPACES OF LOW-RISE RESIDENTIAL BUILDING WITH 4 OR MORE DWELLINO 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 BU I LD I NOS: I. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM BU5BAR 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 and Design 4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. 4.106.3 - Grading 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- Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1(nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall Provide capacity to install a 40 -ampere minimum dedicated branch circuit and s ace(s) reservederved to permit installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". Energy Efficiency 4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2013 California Energy Code. Water Efficiency 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 controlled 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 less 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 above the maximum rate, but not to exceed 2.2 gpm. Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code. Outdoor Use - 4.304.1- Irrigation 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 Conservation and Resource Efficiency 4.406.1- Rodent 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 50% of the construction waste generated at site is diverted to recycle or salvage. 4.408.2 Construction 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 construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building area. 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 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase II emission limits where applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. 4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other related 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 - Carpet 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 certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program. 4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. 4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations. 4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure. 4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom. 4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized, designed, and equipment selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. Installed & Special Inspection Qualifications 702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment. 702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1- Documentation - Verification of compliance with the code may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. `TA.RLE 41.544.1 Ai DHESIVE VOC LIMIT'" [ . 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If an atJ h ci= e h� n soca tc. t i]d di ssi rni lair snIh Jrate. b,-)yP Iwr. thcadl-L"i-ve ,kiththe hi-litst'�r�,,,Ccnm nt shall 1h-2 :illmi°-d. -"orodditiCu-dinrcklianationr arJfin-inatl-odstnrato-.,uVOC cniltent specirted in 11tis t.ible, scar :South Com,_, -t .-fir Quality 14 an.iZen-<_-nt Di klrict Dale 116F. TA'BL'E 4,504. SEALANT YWe LIF,IIT Lam% VVi for turd Los ix EX911)Pt CO11)POL111Cfq fn Grnrn Ver Liter SEALANTI-1, C U'PP E"T YOC Llra11T rch itt ctimnI r=i"p Nlarirw deck- 7C N,lin In cni bm nr t ,f a :" a•la�+ditlr-ndaxxsat4' 1lt��r1-•�rxJ. 1''ie�i�fl.it-lei='•I.i °l,.ti�.�+".t"xiri��' incl -.1 .. renof rnemhmn?i ti.1e C 1hor S SEALt't,1T P'PiFAEP.S N Archiret: ural Non {o: pow, Pf)rwr; 2511 775 t15iiti dl'lurnitiem, 9: 1,1i rim? 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T,IIURYin. ui ro . i'coal rne_ 51 � bA r V I`traj, .Q T'itunatin+ lis rgii f rinw:r 39) h-md hfe., m ,°d W Co. ni"mt t, a,II iiv ,.n, i5I] n�� Qs�� CY M pote:r 1 W rs - �J D -V f} -i crtatirt+~'I 1 Fait* finiAitnfroxsat,nF,S -� 3 l�ire resin: ti• cbntio .j350 OF 7 4�,:10f covin C++_'minili C LOREEN f'nn tai, nrt�C'mtiars IN �,n va i0f0 54-1 MEASURES Ili h r(,rn erarure coa14t pj 429 111dii "I't'i 1 n) iinr'ti tttr i tin c 19) Sheet Low P,1irisCcot'tnest I' -'i 1.11z,nili10 comcnt,^riji't!t�4 140"ltc tt'n e c� ;itln ltr t 1107,111,! pi fnalwj v516 lig Pf etre attr-r.�n t wa-,h primc-rs 4 pfi fwm tm';f_Ir:frz31 )1 till .1 f alar i �! (?•ncti-Ve 'fV2{r°i'lt1lip sr?avr£' -".. 17.-ew lol covinls 2 P!• ')1 � l tink R 1511 T'u•;t - . .;..s Shy 1lnF� s Op n w 5) .•+.' rlj ':. y'i t11�."i".;. �Hlk-r:', i%tl�:t It l;k:tr 1 `y:ite`".r: .i"9 too 5te-tirly i 5r 1 SInim r.°)t`wlidlnm fail swimtnini ! on cr_-;iti n2 3. Tt,lfltc m.116n, V. Ck%attn�;f i TO t111d rile ref illi-rh C(or:ir'el Wate rr)Dfr[l tm�rlit�iratl�' `:! W0011 cortin s ?-5 Wmdi:'s ry-1tvi „t iry-rich +rb-ii�r4 -3$ I. rn.in:; orf ' far li t• r of raalin . including %ager and irrluiflin c-,ellai-;t 2. 'Thl-T. ccirkdlirnitsrbuixin inenc-ctUnl s l:imil•=.hr_INMins.i.ibf - gitent+colr mp-,int-he tater; 3. NAlue- in thi's talhlaire cletiivcd from Lhrj r� spo fled by Lhe C"aliforiii.l Air Rarcc-s Bow'd. k.i-chitecluraf Onatings a:? estrl Control NTT asirxr. I32bnrn.n 1- 200S, Mori inI4tn.iri,7ru i,-� ;ihle from the Air Board. - TAT11L.E 4.504 r-0111 MALDtHYDE MAIT 0 1.4n`6imilm F"rn,,1fr PhVrfP Fnligt.ir�nn Ira Part. I +rMillim FVIDUCT_ VTPP.E"TLIMIT 14ar&vooal lv °r•r� rrn reCr� 11. 'e 0,05, T',itth7aPonr"L0. a•la�+ditlr-ndaxxsat4' 1lt��r1-•�rxJ. f1.1.1 Thin mc,11um lo- sits=liI rN ai' ti.1e t. Nljluini in this t0lc arc d.rFvd frntn th°-,%se by the r. aliRrr a, Air Rex- -?m mv-% B oaRl. Air Toxics r_6-4it ml ,NTej su rM fter Co mpn%i tE '%Vo d as test Jin acvnrclance u-it_h AS7" E 1333: For addiriforrii;ati-rrn., ��mn tTsr;_,t:."t?iYdTi.•>~°?s t?ir,° ,r"•:ri «?I+„:,'Tittt. 11,:"°b'w t.it7ri WI._ thr"r1u^�.tiii 12. 2_ 'iliin trt�aJit,im t.4�r�ii.� l �t��itc-i r�I h� c ri ,l�iJ .+.i n �i.rni thicl�rias �E`��1n ir�h t f; i�r rri'i; DFVELOPMENi SERI; IC, -S REVIEWED FOIR GODz,_ O AP'LIAi°JCE BY_M__ �. 4 rr r 5 Revision: Date: By: N n FSI o`M�, W M C% N � � bA r V I`traj, .Q � U � C U ITI V v ti bD ,°d W O CY M 00 ' y M W W �J A Rcy OFY A..o%fC� 3 * No: C21 N. 7/17 OF C C LOREEN MA.-NDATORY MEASURES Date 2014 Scale Dlavan , ,, % Job Sheet CG Of Sheets g1521'EIS