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Home My WebLink About004-520-023O ENERAL NOTES 6-1 WH 65 MISCELLANEOUS 12.5TRUGTURAL OOMP051TE LUMBER SHALL BE VER5A-LAM I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS x Fb3100 OR VER5A-RIM AS MFR. BY BOISE CASCADE. 4 D 15CHAROE TO 0.5. 15.BEARINO WALL HDR5. SHALL BE 4x10 #2 OR 6x8 D.F. #1 MIN., OF CONTRA5TIN5 COLOR, VISIBLE FROM STREETS. 2868 T -'P., U.O.N. 2. GARAGE MAN DOOR TO BE SOLID GORE 1-3/8" THICK OR 2'-6" 2'-4" (N) 20 MIN. FIRE RATED DR. w/ SELF CLO51NO DEVICE PER O PLUMBING GRG R302.5.1. 1. THE ACCRF-OATE AREA OF PLUMB►N6 VENTS SHALL BE 12.57 3. ALL DOORS w/ GLAZING TO BE TEMPERED OLAZ I N6. SPLICES, Ibd SINKER SILL SQ. INCHES, MIN. CONCRETE 2. GAS FIRED WATER HEATER TANKS SHALL BE FASTENED TO 50. 8'-0" LC(N)3068 THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (0516 OR I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ®28 DAYS +IS" PLATFORM w/ EQ.) w/ MIN. 2" LONG #12 WOOD SCREWS ®4" ABOVE 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED VINYLG.O. CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. BARS -TYPE N OR 40. 3. ALL NON-COMPL I ANT PLUMB I NO FIXTURES SHALL BE ROUGH CARPENTRY (N) REPLACED w/ WATER CONVERSING PLUMBING FIXTURES. I. INSTALL BLOGKINO AS REQUIRED TO SUPPORT FIN15H AND BOTTOM NON-COMPLIANT PLUMBING FIXTURES AS FOLLOWS: HARDWARE AND FIRE 5TOPPINC TO OUT OFF CONGEALED 2868 A. ANY TOILET MANUFACTURED TO USE MORE THAN 1.28 GAL. DRAFT OPENINGS AS REQUIRED BY CODES (N) 22"x30" ATTIC OF WATER PER FLUSH. 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE B B. ANY SHOWER HEAD MANUFACTURED TO HAVE A FLOW GRADES INDICATED OR BETTER (WWPA GRADING RULES) ACCESS CAPACITY OF MORE THAN 2.0 GAL. OF WATER PER MIN. G. ANY KITCHEN FAUCET THAT EMITS MORE THAN 1.8 GAL. UNLE55 NOTED OTHERWISE. OF WATER PER MIN. CONGEALED 4x BEAMS 4 POSTS .........................NO. 2 D. ANY LAVATORY FAUCET THAT EMITS MORE THAN 1.5 GAL. EXPOSED 4x BEAMS $ POSTS...............................NO. I OF WATER PER MIN. 6x BMS 4 POSTS.........................................................NO. 1 4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE 2x JOISTS AND RAFTERS........................................NO. 2 TILE PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE STUD, SILLS, PLATES...................................................NO. 2 in PRE55URE BALANCE OR THE THERMOSTATIC MIXING VALVE SILLS ON CONCRETE...................................................PTHF &'-&" GLC. TYPE. MISC. FRAMING NOT NOTED....................................NO. 2 5. INSTALL A 4" DRAIN FOR BUILDINGS PRDYIDINC MORE THAN 3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL (3) WATER CLOSETS. MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. PS I-83. 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL 4. NAILS AT PLYWOOD PANELS SHALL HAVE 3/8" EDGE DISTANCE BE INSTALLED ON NEW EXTERIOR HOSE BIBS. AND SHALL NOT PENETRATE FAGS -PLY. a. THE WATER HEATER'S TYPE 'B' GAS VENT SHALL TERMINATE 5. NO PIECE OF PLYWOOD ROOF FLOOR OR WALL 5HEATHIN6 NOT LESS THAN 5' IN VERT I GAL HE I6HT ABOVE THE HIGHEST SHALL BE LESS THAN 12" IN LEAST DIRECTION. Q CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. 6. FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED. MECHANICAL 7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO E- i FOUNDATION. I. DRYER DUCT TO BE MIN. 4" 0 TO THE OUTSIDE, EQUIPPED WITH 8. PROVIDE FIRE BLOCKING IN CONGEALED SPACES A BACK -DRAFT DAMPER. 4" 0 DUCT LENGTH 15 LIMITED TO VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/ 2013 14' WITH 2 ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED G.R.G. SEGTION R302.11. OR REQUIRED BY THE MANUFAGTURE'5 INSTALLATION a. FASTENERS FOR PRE5ER\/ATIVE TREATED AND FIRE INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED (SUBMIT REQUEST FOR MOD I F I CATI ONS ) GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE 2. 51NOLE-WALL METAL PIPE SHALL NOT BE USED AS A VENT IN GOATINO WEIGHTS FOR ZING COATED FASTENERS SHALL BE DWELLIN65 AND RESIDENTIAL OCCUPANCIES. IN ACCORDANCE w/ A5TMA 153. 2013 G.R.G. SECTION R311.3. 3. ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MIN. OF 3' AWAY IO.EAGH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) Ibd (5�" FROM ANY OPENINGS INTO THE BUILDING. x MIN., TVP. 4. ALL BATH BATH FANS SHALL HAVE A BAGKDRAFT DAMPER. 11. TYPICAL FASTENERS SHALL BE INSTALLED IN CONFORMANCE W GBG TABLE 2304A.1. (N) 3050 SH I o (E) BEDROOM 3 X 8'-O" GLC. OCARPET z PROVIDE 100 50. IN. VENT IND 20ia 1-411 2868 (N) 3030 SH SII I E3 161I A D I TGH ! 14'-0" n I ( 8'-0" CLO. ✓� VINYL DO m (E) - - +, 2668 HALL CLO (N) CARPET 24 (N) 5068 G.O. (N) DINING 8'-0" GLC. t VINYL O I All cI All 01 TU TUB/ SHWR w/ LINEN WH 65 AS W.H. w/ P.T. VALVE /8 OYP. BD. OR 2 TILE WALLS x Q 4 D 15CHAROE TO 0.5. (E) FRAMING 4x 5TUD5 ® ADJ. PANEL (R) 2868 POINTING DOWN 4 13 K'11 2'-6" 2'-4" (N) LIYINO AREA: O �ATH O Z N tL ! 064 o SPLICES, Ibd SINKER SILL ET. FROM GROUND, ATOP 2x6 5TUD5 ® I6" O.G. 3/8" GDX PLYWD. OR 055 50. 8'-0" LC(N)3068 I / \ 1 (E) COYR'D PORCH: +IS" PLATFORM w/ O zN VINYLG.O. - +255 SEISMIC STRAPS TOP O 7'-7" GLC. (N) 255 SQ. (N) 3030 SH SII I E3 161I A D I TGH ! 14'-0" n I ( 8'-0" CLO. ✓� VINYL DO m (E) - - +, 2668 HALL CLO (N) CARPET 24 (N) 5068 G.O. (N) DINING 8'-0" GLC. t VINYL O I All cI All (E) Attic access shall comply with 2013 CRC 2068 Section R806 Minimum dimensions of 22°x30° with unobstructed clearance from floor to 30" above bottom of ceiling Framing members in readily accessible location t 6'-I" 1 (E) MASTER BEDROOM 8'-6" GLC. Q� Q I I CARPET 2068 (E) (2) 2105cl DH w/ HD. HT. ® 8'-O" 6X10 (N) GOY'D PORCH + 8' CLO. GONG. O z 3.0' (2) (N) 2050 5H w/ 4050 FX O r'�Xs d) V\ 0 `r Under -floor ventilation shall z comply with 2013 CRC Section R408 for vent area and location (N) LIVING 10' GLC. CARPET (N) 3068 5.0. I 7 (2) (N) 3050 SH �l GOY D 3.0' PORCH + 8' GLS. GONG. 14'-0" 6X10 PROP05f=D FLOOR PLAN 1/4" = I' -o" D 1►, Ixb TIES 4'-n" n r. COMP. 5HINOLE5 o/ 15# - FELT o/ Y2" GDX OR OSB. W 95d'5 ® 6", 12" O.G. 2x6 BLKC w/ COMP 5HINCLE5 o/ (2) LAYERS IS# FELT o/Y2" GDX5HF-ARWALL 5GHEDULE: PLYWD. OR OSB w/ Sd'S a b", 12" O.G. ® 3:12 PITCH ROOF 5EGTION A -I I/4" = I'-0" Ix6 TIES 4'-0" O.G. COMP. 5HINOLES o/ 15# FELT o/ Y2" GDX OR 058. N/ 5d'5 ® 6", 12" O.G. SEE ROOF PLAN R-38 ATTIC IN5UL. LINEN LINEN WH Ell AS W.H. w/ P.T. VALVE /8 OYP. BD. OR 2 m 3/a" GDX PLYWD. OR OSB (N) 4 D 15CHAROE TO 0.5. (E) FRAMING 4x 5TUD5 ® ADJ. PANEL (R) 2868 POINTING DOWN 4 NAILS ® 5,142" 0.0 2'-6" 2'-4" (N) LIYINO AREA: i 7 i TERMINATING 6"-24" O MST _ 1200 SPLICES, Ibd SINKER SILL ET. FROM GROUND, ATOP 2x6 5TUD5 ® I6" O.G. 3/8" GDX PLYWD. OR 055 50. ET. I / \ 1 (E) COYR'D PORCH: +IS" PLATFORM w/ O BATHL (N) - +255 SEISMIC STRAPS TOP O 7'-7" GLC. (N) 255 SQ. AND BOTTOM m W TILE (E) 2868 � l (N) 22"x30" ATTIC � 2068 ACCESS (E) BEDROOM 2 (E) o P TILE in 00 M &'-&" GLC. SHWR • ® 0 +t CARPET (N) 3050 5H (E) Attic access shall comply with 2013 CRC 2068 Section R806 Minimum dimensions of 22°x30° with unobstructed clearance from floor to 30" above bottom of ceiling Framing members in readily accessible location t 6'-I" 1 (E) MASTER BEDROOM 8'-6" GLC. Q� Q I I CARPET 2068 (E) (2) 2105cl DH w/ HD. HT. ® 8'-O" 6X10 (N) GOY'D PORCH + 8' CLO. GONG. O z 3.0' (2) (N) 2050 5H w/ 4050 FX O r'�Xs d) V\ 0 `r Under -floor ventilation shall z comply with 2013 CRC Section R408 for vent area and location (N) LIVING 10' GLC. CARPET (N) 3068 5.0. I 7 (2) (N) 3050 SH �l GOY D 3.0' PORCH + 8' GLS. GONG. 14'-0" 6X10 PROP05f=D FLOOR PLAN 1/4" = I' -o" D 1►, Ixb TIES 4'-n" n r. COMP. 5HINOLE5 o/ 15# - FELT o/ Y2" GDX OR OSB. W 95d'5 ® 6", 12" O.G. 2x6 BLKC w/ COMP 5HINCLE5 o/ (2) LAYERS IS# FELT o/Y2" GDX5HF-ARWALL 5GHEDULE: PLYWD. OR OSB w/ Sd'S a b", 12" O.G. ® 3:12 PITCH ROOF 5EGTION A -I I/4" = I'-0" Ix6 TIES 4'-0" O.G. COMP. 5HINOLES o/ 15# FELT o/ Y2" GDX OR 058. N/ 5d'5 ® 6", 12" O.G. SEE ROOF PLAN R-38 ATTIC IN5UL. 5EGT1ON i3-11/4.1 _ , 11, p 11 Ili I,`' . #. GOVERNING CODES: 2013 GBG, 2013 GRG 2013 GEC, 2013 GPC, 2013 GMC, 2013 CFC, 2013 CALIF. HEALTH 4 SAFETY CODE AMENDMENTS 2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II 2013 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/ DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 GOBSG OCCUPANCY CROUP: GROUP: R3 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: 1433 S.F. ALLOWABLE STORY/HEIGHT: (3) STORIES / 40'-0" ACTUAL 5TORY/HE16HT: (1) STORY / I5'-2" CONSTRUCTION TYPE: TYPE VB AUTOMATIC, SPRINKLER: N/A WILDLAND URBAN FIRE INTERFACE: N/A LEGEND: FEMA REM I REMENTS I. A BUILDING UNDER CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO THE FRAME INSPECTION AND A FINISHED CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF THE STRUCTURE. (BUTTE COUNTY CODE CHAPTER 26, ORDINANCE # 4041.) 2. BASE FLOOR ELEV: 1.0' MIN. HOUSE F.F.: 2.2' ABY. ADJ. GRADE 5e�C= F-1-0olO aL VC MIN. MECHANICAL UNITS F.F.: I.O' ABV. ADJ. GRADE 3. ADDITION FLOOD VENTILATION: 246/144 = 1.7 50. FT. OF NET FREE AREA. PROVIDE (2) 18,"x24" CRAWL SPACE VENT ® 11 SQ. FT. EACH. TOTAL FLOOD VENTING AREA PROVIDED 6.4 50. FT. SYMBOL: SHEARWALL: 3/a" GDX PLYWD. OR OSB Ell Sd'5 a &",12" O.G., Ibd /8 OYP. BD. OR 2 m 3/a" GDX PLYWD. OR OSB Q CD. BD. ® GLC. (E) FRAMING 4x 5TUD5 ® ADJ. PANEL (R) SPLICES, Ibd SINKER SILL -462 NAILS ® 5,142" 0.0 1-r I _r, (N) LIYINO AREA: GDX PLYWD. OR 055 Y2" GYP. SD. 0 WALLS O N _ 1200 SPLICES, Ibd SINKER SILL ET. NAILS ® 4Y2" O.G. 2x6 5TUD5 ® I6" O.G. 3/8" GDX PLYWD. OR 055 50. ET. (R) (E) COYR'D PORCH: -10 5Q. R-13 1N5UL. (N) COYR'D PORCH +255 SEE FDN. PLA ET. N TOTAL 255 SQ. ET. v 5EGT1ON i3-11/4.1 _ , 11, p 11 Ili I,`' . #. GOVERNING CODES: 2013 GBG, 2013 GRG 2013 GEC, 2013 GPC, 2013 GMC, 2013 CFC, 2013 CALIF. HEALTH 4 SAFETY CODE AMENDMENTS 2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II 2013 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/ DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 GOBSG OCCUPANCY CROUP: GROUP: R3 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: 1433 S.F. ALLOWABLE STORY/HEIGHT: (3) STORIES / 40'-0" ACTUAL 5TORY/HE16HT: (1) STORY / I5'-2" CONSTRUCTION TYPE: TYPE VB AUTOMATIC, SPRINKLER: N/A WILDLAND URBAN FIRE INTERFACE: N/A LEGEND: FEMA REM I REMENTS I. A BUILDING UNDER CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO THE FRAME INSPECTION AND A FINISHED CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF THE STRUCTURE. (BUTTE COUNTY CODE CHAPTER 26, ORDINANCE # 4041.) 2. BASE FLOOR ELEV: 1.0' MIN. HOUSE F.F.: 2.2' ABY. ADJ. GRADE 5e�C= F-1-0olO aL VC MIN. MECHANICAL UNITS F.F.: I.O' ABV. ADJ. GRADE 3. ADDITION FLOOD VENTILATION: 246/144 = 1.7 50. FT. OF NET FREE AREA. PROVIDE (2) 18,"x24" CRAWL SPACE VENT ® 11 SQ. FT. EACH. TOTAL FLOOD VENTING AREA PROVIDED 6.4 50. FT. SYMBOL: SHEARWALL: 3/a" GDX PLYWD. OR OSB Qw/ Sd'5 a &",12" O.G., Ibd SINKER SILL NAILS ® 8" O.G. m 3/a" GDX PLYWD. OR OSB Q N1 8d'5 ® 4", 12" O.G., w/ 502. 4x 5TUD5 ® ADJ. PANEL (R) SPLICES, Ibd SINKER SILL -462 NAILS ® 5,142" 0.0 1-r I _r, (N) LIYINO AREA: GDX PLYWD. OR 055 Q5/&,, w/ 5d'5 ® 3", 12" O.G. w/ N 4x STUDS ® ADJ. PANEL 1200 SPLICES, Ibd SINKER SILL ET. NAILS ® 4Y2" O.G. COYR'D PORCH: 3/8" GDX PLYWD. OR 055 2Q w/ Sd'5 ® 211,12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES, 16d SINKER SILL NAILS a 2V2" O.G. SEE FLOOD ELEVATION CERTIFICATE FOR 1. NAILS SHALL BE COMMON NAILS TYP., U.O.N. REQUIREMENTS - - - - 2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED. F �I RUM F- - - - "O UNTY _ I -- - - -- � SJTFE COUPlTT1 _DEVELOPMPEPUT #-'oENT SERVICES - - - - - - REVIEWED FOR I I RELOCATE (E) WATER I I i;,:. R__,eMENT S CODE COMPLIANCE � I I HEATER, SEE PROPOSED I I SERVICES FLOOR PLAN FOR LOCATION (R) { I I (R) (E) 2868 E) 4030 XO - - - -- - (R)(E) RAFTERS HATCHED AREA I NH -- I II � o III I L I O II I x W IIII d II " (R)(E) WALLS, O I I WINDOWS $ DRS O �3DROOM 9 (i A5 SHOWN I I I (��G I TGt-��l�l 0 III 8 -O GLS. I 8'-2" CLO. I - (R) (E) 5040 XO - CARPET OI�I i '%INYL 1 =__j w II L II _ _ _ = EX 1 ST I NO WALL TO BE REMOVED EXI5TIN5 NALL TO REMAIN �-' NEW WALL (N) NEW (E) EXISTING (R) REMOVE 50OPE OF WORK I. STRUCTURAL: THE STRUCTURAL WORK UNDER THIS PERMIT SHALL BE LIMITED TO THE CONSTRUCTION OF LOAD BEARING PARTITIONS AS SHOWN. 2. ELECTRICAL: ELECTRICAL WORK AS 5HOWN ON THE ELECTRICAL PLAN. 3. MECHANICAL: RELOCATING FURNACE TO ATTIC. ADDING DUCT WORK A5 NEEDED TO NEW LIVING ROOM. NATER HEATER MANDATORY FEATURES WATER HEATING SYSTEMS U51NO OAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWINO COMPONENTS: 1. A 120\/ ELECTRICAL RECEPTACLE THAT 15 WITHIN 3 FEET FROM THE WATER HEATER AND ACCES51BLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATE CORY II I OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED 3. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE 4. A OAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. AREAS: Date: A �3Z o CLO. m (E) LIYINO AREA: 1416 502. FT. (R) (E) LIYINO AREA: -462 50. FT. (N) LIYINO AREA: +246 SQ. ET. N TOTAL: 1200 50. ET. (E) COYR'D PORCH: -10 50. ET. (R) (E) COYR'D PORCH: -10 5Q. ET. (N) COYR'D PORCH +255 SQ. ET. N TOTAL 255 SQ. ET. 2868ILI I I \ I J (R)(E) CABINETS 4 PLUMBING7 FIXTURES AS 7 1- (R) (E) PR. 2668 / SHOWN BEDROOM � Q'-2" CLO. /:p2jRELOCATE (E) WATER 3ci64 C,2" LT 868/HEATER, SEE PROPOSEDG.O. / G.O. FLOOR PLAN FOR / LOCATION 7 O Date: A �3Z o CLO. m TILE w (E) 206 (E) 2068 11 --- -- 2668 I (R)(E) II O 2868 I I O RELOCATE (E) SII MALL FURNACE TO ATTIC CARPET t GLC. (W BEDROOM 2 II 8'-6" GLC. ` , I (E) CARPET O L 1 Y I NG 2068 8'-O" GLC. (R) (E) LAMINATE FLR. I I 2868 � II \ 28)68 I (E) 2x40 DH I I XO I I o PORCH q I II IIII W O 7'-7" CLO. CARPET d) I 1 (E) MASTER 1111111 cv I I I BEDROOM gllI w :iu: CLO. J CARPET I I II II II II II II (E) (2) 21051 DH (R) (E) 5040 XO W HD. HT. ® 8'-0" L - - - - - - - _ I I-------- NORTH DEMO I TI ON FLOOR PLAN 1/4" = I' -o" Revision: Date: By: N� 4 00 t W� o U v � l U � o P a M 00 M 0 H ^H F� Q N E- i H H Wow o 0�0� o CY'D �o� � rW V 1 (D W 0 W C� * No. 1283 q RE 7/17 O WITZ ADDITION/ REMODEL Date JUNE 2016 Scale Drawn JMR Job 16-21-7 Sheet OfTHREE Sheets a. 00 LO a� M ai �%... a A C/_CL" . . / RIGHT ELEVATION 1/4" = 1'-0" I� II II II (N) 15"x24" CRAWL HOLE II II II II II II (E) RAISED FLOOR FOUNDATION TO REMAIN II II II DEMO 3.2 S.F. MIN. OF (E) STEMWALL TO TOP OF (E) GRADE. INSTALL (N) FLUSH 4x6 w/ LU26 HANGERS 12" #4 PINS TOP $ BOT. ® ALL (N) TO (E) FOOTING LOCATIONS—, (N) 15"x24" CRAWL HOLE (R) (E) SIDING, REPLACE w/ GEMENT BD. LAP 51DING, TYP. Ix4 TRIM ® CORNERS, DRS, s WDW5 �% 4" GONG. 3 I - 5LAB o/ ( O BASE I 3 I (N) I5"x24" CRAWL HOLE, SEE DETAIL 5-3, TYP. 2'-5" MAX. I i OF (4) in jr-4x6 GIRDER, TYP. COMP. SHINGLES IIILJL�°II __ FRONT ELEVATION 1/4" = 1'-0" -j! 5'-0" MAX., TYP. ( I = m II i 3/4" T$G PLYWD. GLUED AND (N) IS"x24" NAILED w/ IOd RING. SHANK ( ( CRAWL HOLE NAILS ® 6", 12" O.G. o/ 2x6 O F.J.'5 ® 16" O.G. I -1 �-4" GONG, I SLAB oI - BASE O 'AY FOUNDATION NOTES: I. PROVIDE 15"x24" MIN., SCREENED U.F. ACCESS 2. UNDER FLOOR VENTING: 1200 / 150 = 5.00 S.F. OF NET FREE AREA. 3 PROVIDE (1) IS"x24" CRAWL HOLE ® I.6 50. FT. PROVIDE (22) 5Y2"x14Y2" UNDER FLOOR VENTS 0 0.3 50. FT. EACH. TOTAL UNDER FLOOR 14 -O VENTING PROVIDED: 5.20 50. FT. PROVIDE A VENT 3' FROM EACH t 20'-1" CORNER. 3. 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 CRO SECTION R401.3 4. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL. FOUNDATION FLAN 1/4" = 1'-0" ROOF NOTES: I. ROOF FRAMING SHALL BE: 2x6 RAFTERS a 2'-0" O.G. w/ 2x5 HIPS, VALLEYS 4 RIDGES TYP. U.O.N. 2. ROOF PITCH SHALL BE: 7:12, TYP., U.O.N. 3. ROOF O.H. SHALL BE: 1'-0" TYP. U.O.N. 4. ROOF COVERING SHALL BE: COMP. SHINGLES o/ 15# FELT 01Y:2 GDX OR OSB. w/ 5d'5 ®6 ", 12" O.G. 5. REQUIRED ATTIC VENTILATION: 1433 / 300 = 4.75 SQ. FT. OF NET FREE AREA VENTILATION REQUIRED. • LOW VENTING: PROVIDE (7) 3Y2"x223/8" SAVE VENTS ® .33 5Q. FT. EACH. TOTAL LOW VENTING PROVIDED: 2.31 50. FT. OF NET FREE AREA • HIGH VENTING (LOCATED MAX. 3' VERTICAL BELOW RIDGE): PROVIDE (3) 14"x24" GABLE END VENT ® OA5 50. FT. TOTAL HIGH VENTING PROVIDED: 2.7a 5Q. FT. OF NET FREE AREA. 6. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ 5WITGH ® ACCESS HOLE. PROVIDE IIOV SERVICE OUTLET 0 UNIT. PROVIDE 24" WIDE CATWALK FROM AGGE55 HOLE TO 30" SQ. x 30" HIGH CLEAR MAINTENANCE PLATFORM ® UNIT. NOTE ROOF SHEATHING AND ATTIC CABLE END NALLS SHALL BE "TECH SHIELD" RADIANT -BARRIER OR E-0. REAR ELEVATION 1/4" = 11-011 (N) 2x6 RAFTER'S 024110.0.- -(N) 24"O.G. Ll I L—J o O L—� I I I LI I � I I � 0 I (E) I x:12 0 I I I I I -(N) ATTIC MTD. \ F.A.U., 5EE NOTE ® ROOF NOTES SEE DETAIL 3 (E) 3 f:12 -j (N) 2x6 G..J.'s 016"0.0.- -HERMIT 16"O.G. HERMIT # LITTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE- 40 (N) 2x6 C.J.'s ® 16" O.G. ry �m (N) 2x6 LEDGER W/ I (3) I6d SINKERS PER STUD ® LU26 HANGERS 4D 3(N) 2x6 G.J.'s ® 16" O.G., 4 ATTACHED TO RAFTERS I /v gk4 p0 32" x Cit" VSL FLUSH Sr I N zr I 40 (N) 2x6 C.J.'s ® 16" O.G., ATTACHED TO RAFTERS I 3 z T(N) 2x6 LEDGE N W/ (3) Ibd J- SINKERS PER STUD ® LU26 HANGERS iI I I I 2 I 3 I DASHED LINE REPRESENTS (E) ROOF LINE TO BE REMOVED NOTE: SEE DETAIL 41-3 FOR (N) TOP PL. SPLICES ROOF FLAN 1/4" = 11-011 Revision: Date: By: N F+ r - (� In 4 WFRO a M � O U � u a� lil v U �; aio Fil � � W W o a 00 M O H I� � N H O O co H CIO � rW V1 0 0 0 ARcA�� C� No. C 283 REN. /17 GRN) T ADDITION/ REMODEL Date JUNE 2016 Scale Drawn jMR Job 16-21-75 Sheet Of THREE Sheets 2 (L U) Tq I0 ti Vq O N d\' FASCIA, SEE ELEVATION ROOF PLY E.N. E.N. '\ t Ll E.N. 2x4 OUTLOOKER 2x STUDS 16" 0. C. SHEARPLY, I6d Is 16" O.G. SEE FLOOR PLAN CEILING LINE E.N. E.N. OABL F END J R— 15 I It = I'—O AA55 a 4'-0 �i O.C., TMP., ROOF PLY. U.O.N. E.N.---- SOLID BLOGKINO SHEARPLY; SEE PLAN P.T. 51 LL W/ Y2 " D I A. x 12" A.B. ® 6 O.G. AND 12" MAX. FROM ENDS W/ X911- . 911- - __1 11 -1 w - 1.1 w r 1 Ir -r r _ - STORY FOOT I NO II 1=-1 1 " = 1'-0 6" x 6" MIN. PLYWD. OU55ET5 EA. SIDE H/ (3) 5d'5 EA. TO POST $ GIRDER--\ NAT. GRADE SEE FOUNDATION PLAN FOR FRAMING SIZES 4x4 POST PRECAST GONG. PIER 2" EMBEDMENT —III= z—II .- n III=III—III I—III=1 11= EAVE DETAIL. IIIA III _ IITI1=_IIIII��I' I- I l i=11 I "I I II I I-1 11 18" SQ. MER FOOTING 1�" x 1�" ANGLE H/ F-52 " DIA. (2) 4" x 2" LONG THREADED LAO BOLTS INTO 4" GONG. SLAB o/ TOP CHORD OF POST, SEE FLR. PLAN BASE, SEE FLOOR 35E5 ROD TRUSS, TYP. PLAN FOR HOT. IN SEE FDN. PLAN FOR RELATION TO POST BASE TYPE TFINISH FLOOR. 4�0 F.A.U. Ik x Ik ANGLE H/ NU75 SEISMIC RESTRAINTS AND WASHER, TYP. (4) DIRECTIONS TERTIGHT CORROSION RESISTANT METAL DRIP PAN iTriiii%l AC -5 5/`i" = 11—ori n =A.=-r=i) AlblI Qnr PI Y rin RAFTER STRAW S-5 #4 (0 4'-0" O.G. a I I/2" 0 00 00 0 0 NAT. GRADE °"' 0 °00 ° g° �' 0 as <0 °) °0 FINISH ORA '4 °�° 00 0 << 0 - °° 0 GRANULAR FILL I - z -111=III—III—III II—III—III—III=III=III=III=III=I � �� I I-1 I I, ; ,I 11=1► 14M�N� I I I=1 I I—I 11=1 11=1 11=1 I I- I'' I- ry 111 I I I i I= tr a —� BOTTOM I,, 11011-III-I"-11III, 111-�' �, 12 1 FOROH FOOT I NO J E-31 I " = 1'-0 VERTICAL STEEL MAY BE OMITTED WHERE HEIGHT DOES NOT EXCEED 32" FIN15H FLOOR MUST BE 1'-0"— MIN. ABOVE FLOOD ELEV. #4 HORIZ. BAR 13" O.G. E.N. a FLOG ELEVATION, C ONF I R H/ FEMA RE05. (S �,4 4 9 FLOOD VENTING, VENT AREA SHALL BE EQ. #4 VERT. TO (1) 50. IN. PER (1) BAR 22" I • 50. FT. OF CRAWL SPACE AREA 12 FOOT I NO DETAIL. VENTILATION REQUIREMENTS I. KITCHEN \/ENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATI NO SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE H/ A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM RUN H/ (2) ELBOWS OR FITTINGS). 2. BATHROOM \/ENTI LATI ON: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN H/ 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 H/ A MINIMUM 4"0 SMOOTH DUCT 05' MAXIMUM RUN H/ (2) ELBOWS OR FITTIN05). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 150%. 2013 06550 SECTION 4.506. 5. WHOLE — BUILDING MENTILATION: SEE GFIR FOR WHOLE BUILDING VENTILATION REQU I RED CFM. ONE BATHROOM FAN SHALL BE '70 CFM. MIN. H/ A MAXIMUM N015E RATING OF I SONE. THE 5WITGH SHALL BE LABELED "VENTILATION CONTROL." ELECTRICAL NOTE5: GRADE BENEATH 1 STRUCTURE MUST BE EQ. TO OR HIGHER SCHEDULE: THAN GRADE OUTSIDE a OF STRUCTURE AT ALL VENT LOCATIONS " •I A B LUMINAIRE TYPE: HIGH EFFICACY: -L I I-� �- HIGH EFFICACY WATTS: OTHER OUTLETS. 12 FOOT I NO DETAIL. VENTILATION REQUIREMENTS I. KITCHEN \/ENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATI NO SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE H/ A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM RUN H/ (2) ELBOWS OR FITTINGS). 2. BATHROOM \/ENTI LATI ON: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN H/ 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 H/ A MINIMUM 4"0 SMOOTH DUCT 05' MAXIMUM RUN H/ (2) ELBOWS OR FITTIN05). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 150%. 2013 06550 SECTION 4.506. 5. WHOLE — BUILDING MENTILATION: SEE GFIR FOR WHOLE BUILDING VENTILATION REQU I RED CFM. ONE BATHROOM FAN SHALL BE '70 CFM. MIN. H/ A MAXIMUM N015E RATING OF I SONE. THE 5WITGH SHALL BE LABELED "VENTILATION CONTROL." (8) I6d ON BOTH SIDES OF (8) 166 ON BOTH SIDES OF WALL INTERSECTION OR AS BUTT SPLICES IN DOUBLE NOTED ON ROOF FRAMING PLATE OR AS NOTED ON PLAN ROOF FRAMINO PLAN � I O I � I I n OTE: PROVIDE LIGHT 0 I- 110 VOLT OUTLET AT ATTIC MTD. F.A.U. O L 0 l GF I El COMPLY WITH CALIFORNM ELECTRICAL CODE— ARTICLE 410.10 A light fixtures & Ceiling fan light combinations shall be listed for exterior use or damp locations Comply with California Electrical Code, .4rtic% 406.11 All 125 volt 15 amp and 20 amp receptacles specified in Art - 210 52 rt210.52in a dwelling unit shall he tamper- resistant �--- 5u 1"E COUNTY DEVELOPMENT SERVICES REVIEWED IF CODE COMPLIANCE PY AT �- ROM 6F I �--TOP PLATE SPLICE DOUBLE TOP—' N (2) I6d COMMON OR BOX NAILS PLATE SPLICE The bathroom exhaust fan shall be controlled ON BOTH SIDES OF BUTT TYPICAL NAILING -16d with humidistat control capable of adjustment SPL I GES IN TOP PLATE COMMON OR BOX between a relative humidity range of 50% to NOTES: NAILS ® 16" O.G. 80%. 2013 0080 Section 4.506 N I. THE NAILING SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAOM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL GONTA I N I NO A SHEAR WALL TOP PLATE SFL I GE �ETA I LI �L�GTfi�I G,�L. PLAN I/4" _ ►'-011 R-55 NOT TO 5GALE —17 1" = 1'-0 Revision: ELECTRICAL NOTE5: By: KITCHEN LIGHTING SCHEDULE: I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH Q G ELECTRICAL CAL 5`r'M50L5 BATHROOM AND LAUNDRY. THESE G I RGU I TS SHALL SERVE NO A B LUMINAIRE TYPE: HIGH EFFICACY: WATTS: QUANTITY: HIGH EFFICACY WATTS: OTHER OUTLETS. COMPACT FLUOR. 51NOLE POLE SWITCH 26 CLO. MTD. FIXT. O CEILING FAN w/ LIGHT 2. ALL (N) 15 s 20 AMP BRANCH G I RGU I TS 5UPPLY I NO OUTLETS 32 2 64 O 3' FLUOR. TUBE YES 25 INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS,$ 0 THREE WAY SWITCH 2' FLUOR. TUBE FLUORESCENT FIXT. 17 0 0 LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, T3 u CLO. MTD. TOTAL (A): 64 TOTAL (B): 0 COMPLIES IF A >/= B RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT $131 DIMMER SWITCH LED GL6. MTD. FIXT. CEILING FAN NO LIGHT G I RGU I TS INTERRUPTERS. � W DIMMER/3-WAY 5WITGH REGE55ED CLO. FIXT. UNDER CABINET 3. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH D3 OA M FLUORESCENT LIGHTING CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, TIMER SNITCH ELEC. BALLAST, H BREAKFAST ROOM, DINING ROOM, OR 51MILAR AREA TO SERVE T AIR -TIGHT, IG RATED FLUORESCENT FIXTURE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE OS OCCUPANCY SENSOR FLUORESCENT � NO OTHER OUTLETS. N RECESSED GL6. FIXT. ❑ 51GNAL PUSH BUTTON 4. ALL (N) 125 VOLT, SINGLE PHASE, 15 AND 20 AMP & DUPLEX REGEPT. �--� W RECEPTACLES SHALL BE LISTED TAMPER RE515TANT LED 0 PUCK LIGHT RECEPTACLES. 220 VOLT OUTLET REGE55ED CLO. FIXT. O 5. IF NOT EXI5TIN6, PROVIDE NEW 110 VOLT OPERATED SMOKE DUPLEX SPLIT WIRED -}- MINI REGE55ED CLO. FIXT. PANEL BOARD DETECTORS ® ALL EX15TINO AND NEW BEDROOMS AND U W CENTRALLY LOCATED IN HALLWAYS OUTSIDE OF BEDROOMS, 0 -} WALL MTD. FIXTURE DJ ELEC. DISCONNECT WITH A MINIMUM OF ONE DETECTOR PER FLOOR. QUAD. REGEPT. � 0 FLUORESCENT 110 V. SMOKE DETECTOR IF NOT EXISTING, PROVIDE IIOV OPERATED CARBON MONOXIDE FLOOR OUTLET WALL MTD. FIXTURE DETECTORS AT ALL EXIST. AND NEW HALLWAYS OUTSIDE OF 0 EXHAUST FAN BEDROOMS WITH A MINIMUM OF ONE DETECTOR PER FLOOR. W -©- TRACK FIXTURE AR cAZ a TV OUTLET * No. C ,12 REN. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. WHOLE HOUSE VACUUM ORW I TZ PENDANT LIGHT CONNECTION 6. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL PHONE OUTLET Scale BE SECURELY SUPPORTED. A FIXTURE THAT WEI5145 MORE THAN JMR SCONCE FIXTURE GM IIOv CARBON MONOXIDE blbs OR EXCEEDS 161n. IN ANY DIMENSION SHALL NOT BE TV/PHONE OUTLET 3 ALARM H/ BATTERY Of SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER Sheets BACKUP 2013 CEG SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE VP SUITABLE FOR DAMP -b- MINI SCONCE FIXTURE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2013 LOCATION MOTION -ACTIVATED GPI AUTOMATIC GARAGE SECTION 314.2-7 (a $ d). -E-- OUTLET SECURITY LIGHT - �- L LISTEDDOOR, OPENER FUEL OAS _ ACCORDANCE w/UL 325, -7. ALL (N) GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING H/ GFI OUTLET SHALL BE HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR. I. ALL LI6HTIN6 FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. AS LED OR FLUORE50ENT. 2. ALL EXTERIOR LI5HTING FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS" (8) I6d ON BOTH SIDES OF (8) 166 ON BOTH SIDES OF WALL INTERSECTION OR AS BUTT SPLICES IN DOUBLE NOTED ON ROOF FRAMING PLATE OR AS NOTED ON PLAN ROOF FRAMINO PLAN � I O I � I I n OTE: PROVIDE LIGHT 0 I- 110 VOLT OUTLET AT ATTIC MTD. F.A.U. O L 0 l GF I El COMPLY WITH CALIFORNM ELECTRICAL CODE— ARTICLE 410.10 A light fixtures & Ceiling fan light combinations shall be listed for exterior use or damp locations Comply with California Electrical Code, .4rtic% 406.11 All 125 volt 15 amp and 20 amp receptacles specified in Art - 210 52 rt210.52in a dwelling unit shall he tamper- resistant �--- 5u 1"E COUNTY DEVELOPMENT SERVICES REVIEWED IF CODE COMPLIANCE PY AT �- ROM 6F I �--TOP PLATE SPLICE DOUBLE TOP—' N (2) I6d COMMON OR BOX NAILS PLATE SPLICE The bathroom exhaust fan shall be controlled ON BOTH SIDES OF BUTT TYPICAL NAILING -16d with humidistat control capable of adjustment SPL I GES IN TOP PLATE COMMON OR BOX between a relative humidity range of 50% to NOTES: NAILS ® 16" O.G. 80%. 2013 0080 Section 4.506 N I. THE NAILING SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAOM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL GONTA I N I NO A SHEAR WALL TOP PLATE SFL I GE �ETA I LI �L�GTfi�I G,�L. PLAN I/4" _ ►'-011 R-55 NOT TO 5GALE —17 1" = 1'-0 Revision: Date: By: KITCHEN LIGHTING SCHEDULE: A B LUMINAIRE TYPE: HIGH EFFICACY: WATTS: QUANTITY: HIGH EFFICACY WATTS: OTHER WATT5: COMPACT FLUOR. YES 26 O O O 4' FLUOR. TUBE YES 32 2 64 O 3' FLUOR. TUBE YES 25 0 0 O 2' FLUOR. TUBE YES 17 0 0 0 u a, TOTAL (A): 64 TOTAL (B): 0 COMPLIES IF A >/= B YES X NO (8) I6d ON BOTH SIDES OF (8) 166 ON BOTH SIDES OF WALL INTERSECTION OR AS BUTT SPLICES IN DOUBLE NOTED ON ROOF FRAMING PLATE OR AS NOTED ON PLAN ROOF FRAMINO PLAN � I O I � I I n OTE: PROVIDE LIGHT 0 I- 110 VOLT OUTLET AT ATTIC MTD. F.A.U. O L 0 l GF I El COMPLY WITH CALIFORNM ELECTRICAL CODE— ARTICLE 410.10 A light fixtures & Ceiling fan light combinations shall be listed for exterior use or damp locations Comply with California Electrical Code, .4rtic% 406.11 All 125 volt 15 amp and 20 amp receptacles specified in Art - 210 52 rt210.52in a dwelling unit shall he tamper- resistant �--- 5u 1"E COUNTY DEVELOPMENT SERVICES REVIEWED IF CODE COMPLIANCE PY AT �- ROM 6F I �--TOP PLATE SPLICE DOUBLE TOP—' N (2) I6d COMMON OR BOX NAILS PLATE SPLICE The bathroom exhaust fan shall be controlled ON BOTH SIDES OF BUTT TYPICAL NAILING -16d with humidistat control capable of adjustment SPL I GES IN TOP PLATE COMMON OR BOX between a relative humidity range of 50% to NOTES: NAILS ® 16" O.G. 80%. 2013 0080 Section 4.506 N I. THE NAILING SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAOM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL GONTA I N I NO A SHEAR WALL TOP PLATE SFL I GE �ETA I LI �L�GTfi�I G,�L. PLAN I/4" _ ►'-011 R-55 NOT TO 5GALE —17 1" = 1'-0 Revision: Date: By: N� I■�1 U � � ENO qj u a, w U � W 0 M OA M 0 H � N �--� W �4 O U W O co 0 � 0 0 0 W AR cAZ * No. C ,12 REN. 7/ ORW I TZ >4DDITION/ REMODEL Date JUNE 2016 Scale Drawn JMR Job 16-2175 Sheet 3 Of THREE Sheets a 0 0 0 Iq 6i 1,— T-4 0 2016 Low -Rise Residential Mandatory Measures Summary L2M Low4iseresidenthaf buildngs sj,qect to the Energy oltar�fIRr(,'.<,m�istcom,,oly.�Ot,� aft appfic,abfe,mand,?ton,mp,al��rp,s, regardless ofthe comp,qanoe a,wroad� � usefl, Re0ew the respecfive sec�on for more infonmation. *Excepfions may app4-� (Orini nal MM, 161 Building Envelope Measures: § 110.6(a)l: Air Leakage. ManufacturecIfenestration, extenor doors, and exterior pet doors must limit air leakage to 0,3cfrrWftl or less,vilen tested per sp,as.e must hate a holeforthe placement of a static pressureprobe NSPP), or apermanentkj installed slatic pressure probe FSPP) inthe NFRC-4CO or ASTM E283 or AA,Ma,AVDMAJr.SA1 01 A, S 21A440-201 V § 1 10,6 (a)5: Labeling. Fenestration products mu�-,t have a label meetingthe rectuiremerts of § 10-11 1 (a), I § 1 10,15 (h). Field fabricated exterior doors andfienestration products must use 1-1-factorss and solar heat gan coefficient (SHIG-C.) values from TABLES Reference Residential Appendy RA33 This applies to both singlezorle central forcedairsystems and every zone forzonally controlledo,entral 1106-Aand`110.6-13 forc,2Lngliame and must be caulked andlorweatherstrieved' § 1107 Air Leakage.All joints, penetrations, and other openings in, the building envelope that are potential sources of air leakaqe must be caulked, Veritilationfor Indoor Air Quallty� All dwelling units must meet the requirements of ASHRAE Standard, 62.2. Neitherwindow operationnor gasketed, or weether striE2ed, § 1 10,8(a) � Insulation Certification by Manufacturers, Insulation specified or installed must meet Standards for Insulating Material. § 1 10,8(g) � Insulation Requirements for Heated Slab Floors. Heated slab floor, must be insulated perthe requirements of § 110,8(q), I § 110,8(i): Roofing Products Solar Reflectance and Thermal Emittantim The thermal erf�ttarre aid aged solar reflectance values of the. roofing I � testing, in accordance wrlh Reference Residential �jendix Rrl'037 material must meet the requirements of § 110,8Q,when tf-e ir-Jallation of acool roof is specified on the CF1 R, § I 10,86): Radiant Barrier. A radart barrier must have an ernittance of 0.05 or less and becerlified to the Depimert Of ConsurnerAffairs. § 110.4(4� Ceiling and Rafter Roof Insulation. Minimum R-22 insulatichn unwood-frame ceiling, orthe weiJited average Lfwfactor must not exceed 0,043, Water piping and cooling system line insulation. Pipe forc)oling system lines must be insulated as spedfied in§ 150.00)2A Distribution Plinimurn R-19 or weighted average LI -factor of 0.054 or less in a rafter roof alteration. Attic access doors must ha.,e permanently atteched § 150,0(8)� I insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage, Insulalion must be installed in § 110,4(b)1: direct conlactwith a continuous roof or ceiling which is seated to limit infiltration and w.filtration as specified in § 11210.7, including but not limited I , Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by to placing insulation either above or belowthe roof deck or on top of a dry,wall Ceiling," § 1500-0(b): Loosewfill Insulation. Loosefill insulation must meet the manufacturer's required density forthe labeled F,17value, § 1104M31 Wall Insulation. Minimum R�13 insulation in2>4 inch,mood framingwall or ha�,e a U-fedor of 0 1(r2 or less (R-19 in 26 or 1-4actor 40,074 or § 1 5a 0 (q), less). Opaque nor4ramed assemblies must have an overall assembly J -1 -factor not exceeding 0 110Z equivalent to an installed value of P71 3 in a § 110,5-, wood f ramed. assembly.' § 160,0(1. Ralsed-fl oor Insulati on. Minimum R-1 9 insuld ion in rai sed wood framed floor or 0,037 maximum U -factor' § 150.0�). Slab Edge Insulation. Slab edge insdalim mList wet all of the following. hwe a water absorption rate, for the insulation material alone without Lighting Measures: facings, no greaterthan 0,3%, have a watervapor permeance no greater than 20 permlinch,, be protected from pl,gsilcal darnage a M, UV light Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements �, deterioration,, and, when inslailed as 2art of a heated qlabfioc� meet the reglirements ofi� 1 10,8( , , J, § 1%0(c I ' Vapor Retarder. In ClimateZones 1-1 6, tile earth floor Of Urvented crawl space must be covered -with a Class I of Class 11 vapor retarder This I �ot recluremert also ae2lies tocontrolled ventilation crawl s[ece for b0ldinos comL4ji2g,with the ev_e�ion to§, 150 OLd), . I § 150.0(J2. __ Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class 11 vapor retarder must be installed on the condilioneds, we Sid all ' Lumlinalre Efficacy. All installed luminaires must be high efficacy in aor,ordancewith TABLE 150,0-A. � insulation in all exterior walls, vented attics, aid unvented allics with air -permeable insulation. § I gao(q. I Fenestration Products. 1�'enestration, including skylights, sen n i , p fir ' � parating co chi ored s ace om unconditioned spere or outdoors must have a other device must be no greater than the nuniber of bedroorns, These elect riGall boxes must be served by a dimmer, vacariqj sensof control, or maximum 1-1-fiactor of 0,58, or the we,iqNed average 1 -1 -factor off all fenestration must not exceed 058,' , . Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150,0(p,)IA ClosableDoors. Masonry orfactory-buill fireplaces must have a closable metal orglass doorcovering the entire opening ofthe firebfx, , _ § 150,0(e)j B: - Combustion Intake Masonry or fa., -tory -built fireplaces must have acombustion outside air intake, which is at least six. square inches in area a minimum installed level of R�4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing and is equipped with a reaft acfcessiblp� operable, arid tiqNh Ailing damper orcomlyistion-air control device.' � _ q § 11500,0(e) I C� Flue Damper. Masonry or footory-built firepleces must have aflue damper with a readily ax-escible control' � § I 5.1.0 (e)21 Pilot Light Continuous burning pilot lights andthe use of indoor airfor cooling a firebox ja,,,ket, when that indoor ar is vented to the Outside of meets the requirements of UL723, If mastic ortape is used to seal openings greater than % inch, thecombination of mastic and either mesh or the bui.fdinq are, prohibited,, Space Conditioning,, Water Heating, and Plumbing System Measures: § 1 10,0-§ 1 103: Certification. HeatiDg, ventilation and air conditioning (HVAC) equipment, water heaters, shfawerheads, faucets, a d ail other regulated by vacancy sensors. appliances must be certified by the manufacturer to the Energy Commission.' § 1102(a): HVAC Efficiency. Equir.ment must meet the applicable efficiency requirements inTABLE 1102-A Ihrw,gh TABLE 110.2-K.* � _),' must meet it)-, applicable rNeurements of § 150,0(k, Controisfor Heat Pumps with Supplementary Electric Resistance Heaters, Heat pumps with supplementaryd'ectric resistance I -eaters � § 1 10.2(b): must haveconlrols file! prevent supplemerlary heater operationwhen the heatirig load can be mel by the heat pumpalone, and in which the, , with Reference JointApperdix JAB, I ristalled lamps must be markedwith',1,4,19-201 6' or'JA,9-201 6-E' as specified in Reference Joint, Appendix cut -on temperature for compression heating, is higher than t be cut -on I emperature for supic emen! ary heat ing, arld !he cut-off temperature for _ I JAR, com ssion heatinc is hi2ller than the cut-off temperature for SLJP�ernertary heafiRq.' § 1102(c): �t Thermostats. All unitary heating or cooling, systems not controlled by acentral energy mamc - ge,ment control system, (EMCS) Must have a Interior Switches and Controls. NJ forward phac�e cut climmers used,with LED I*t sources must comply with NEMA SSL 7A . Setback thermostat.' Interior Switches and Controls. Exhaust fans must be switched separately from. lighting Systems.' Water Heating Recirculation Loops Serving Multiple Dwelling Units. tiVaterheating rec-irculation loops sservir�t rriultiple dwelling, units must § 1 10,3 (c,)5. meet the airrelease valve, backflow pre,�,enlion, pump priming, pump isolation valve, and rer,irculation loop connection requirements of§ switolled ON and OFF, I I 0,3(r,15 § 110.3(c)7 Isolation Valves. Instantane,ous water healers with an input rating greater then 6.8 k8TI-lifir P kNJ must have isolafion valves withhose bibbs Interior Switches and Controls, No control must bypass a dmmer or vacancy sensor function lithe control is installed to comply wi-2th or other fittings on bothcold water and hol,water lines of water heating systemsto allawfor,waler tank flushing. when the, valves are closed. , - § I laa Pilot Lights. Continuously burning pilot lights are prolibitedt'cr natural gas: fan -type central funizices,' household Go(*ing appliances (appli- Interior Switches and Controls. Lightingcontrols must comply witlithe applicable requirements of§ 1 10�9. � anceswthout all electrical Supply voltage connection with pflot lights that consume less than 150 Btubr are exempt); and pool and �spaheaters.' Interior Switches and Controls. An energy maWment control system (EMCS) may be w,ed to ccoplywith dimmer req.lirernentF if it Building Cooling and Heating Loads, Heating andlorcooling loads are caloilated in accordance with ASHRAE Handbook, Equipment § I 150,0(N I � Volulle, Applif;ations Volurrie, and Fundamentals Volume; SMACNA Reddential Comfort',;�jstem Installation Standards Manual" or ACCA I Manuel Judngdp-sign(,oncitiorisspec,�ifie, in§150.00))2. , a2016 Low--jlzll*--s"aesid-,i-o-TtlaHloTd;,atow Weasures Summary __ i 1 ! - - T TF_ 7 � ; � I ! I � � i i I I R. � 2016 Lovu-ft0?-v.4ftTtial ITaTdatowIfTeas0res Swrrnav § 150.0(h)3A - Duct System Sizing and Air Filter Grille Sizing. Spaceconclitioning Systems that use forced airduc!sto supply coding to an cccupiable W -or citrixt adhesives, sp,as.e must hate a holeforthe placement of a static pressureprobe NSPP), or apermanentkj installed slatic pressure probe FSPP) inthe § 150,0(m)1a Supply plenum. The space conditioning s,ystemrrust also demonslrdeairflo,#?� 350CF1vI porton of nornina[c,00lingr,apaf,,4yth�c,uLih the return , i ()qvio OC !�� grilles, and an air -handling unit fan efficacy < O,5B VVICFM as confirmed by field verification and diagnostic testing in aa;ordance with _ _ § 150.00)1: Reference Residential Appendy RA33 This applies to both singlezorle central forcedairsystems and every zone forzonally controlledo,entral suhrloor 3-J1VSiVe#,, forced air Systems,' . § 150.0(k)3A Veritilationfor Indoor Air Quallty� All dwelling units must meet the requirements of ASHRAE Standard, 62.2. Neitherwindow operationnor §150.0(o): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of § lK0@2A Li-oviclingivilide-building ventilation, § I�GO(o)l A Field Verification and Diagnostic Testing. WMe-buildingverlilation airflow rrust beconfirmed through field veril'ication and diagnostic § 1 50.0 (k)3B: testing, in accordance wrlh Reference Residential �jendix Rrl'037 Pool and Spa Systems and Equipment Measures: Water piping and cooling system line insulation. Al domedic hot water pipes that are buried below grade must be installed in awater proof Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following, a thermal efficiency § 110.4(4� that cornplieswith the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows Shutting off the heater Water piping and cooling system line insulation. Pipe forc)oling system lines must be insulated as spedfied in§ 150.00)2A Distribution without adluating the thermostat setting a permanent weatherproof plate orcard with operating instructions' and must not use el ectric , , I piping for steam and hydroric heating systems or hot water Systems must meet the requirements in TABLE 120.3-A' resistance heating.* § 110,4(b)1: Piping. AM pool or spa heating equipment must be, installed with at least 36 inches of pipe between the filter andthe Ileater, or dedcated Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by suction and return lines, Or btfilt-in for built-upconnections to aflowforfuture Solar heafing, � § I 104(b2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover, § 1104M31 Directional inlets and time switches for pools. Pools must have drectional inletsthat adequately mix the podwaler, and a time switch that Insulation. Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditionedspace must have a will allow all pumps to be set or programmed torun only duingoff-peak electric demand periods, § 110,5-, Pilot Light Natural gas pool and spa heaters must not have a continuously burning pilot light. § 1 'T, 0 (I') � Pool Systems and Equipment Installation. Residential pool systems or equipment must meelthe Specified requirements for pLrnp Sizing flcm,, 120V electrical receptacle within 3 feet of the water heater, a Category I 11 or lVvent, or a Type B vent with straight pipe between the outside rate, pipinq filters, and valves.' I , . Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements �, § 150.0(h)2: of § I 10.9 § 1 10.9(c) JA8 High Efficacy Light Sources. To qualify as a JM high efficacy light source for compliarce,Mth § 150,0(k), a residential light source must _ 1-14-Ut';,_� p'--allal 0 be certified to the EneM Commission acw,ding to Reference Joint Appendix JP8. § 1 50,0(1,41 A Lumlinalre Efficacy. All installed luminaires must be high efficacy in aor,ordancewith TABLE 150,0-A. � Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a i ; Blank Electrical Boxes. T e number of electrical boxes that are more than 5 feet above the. finished floor and do not contain a luninare or Ill §1,-a0(k)iB other device must be no greater than the nuniber of bedroorns, These elect riGall boxes must be served by a dimmer, vacariqj sensof control, or CMC Compliance, At air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CIVIC fan sg�,ed control. � §§ 601.Q E02.Q 603.Q 604�0, 605.0 and ANSUSMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions Recessed DownlIght Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the relquirements for, insulation contact (IC) § 150,0(k)1 C: labefirig, ail- leakage,, sealin,q, maintenance, and socket and light source as described in § 150 0�k)l C, A JAB -2016-E lig,il soutre rated for a minimum installed level of R�4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing elevated telMerature must be installed �y final inspLdion in all recessed downlit.t luminaires in ceilings, § 1 KO(V) I R Electronic Ballasts, Ballasts for fluorescent lamps rated 13walts or greater must be electronic and must heve an output frequency no, less than mastic, tape, or other cluat-closure system that meets the applicable requirements of LIL 181, UL 181A, or UL 191 B or aerosol Sealant that 20 kHz. I meets the requirements of UL723, If mastic ortape is used to seal openings greater than % inch, thecombination of mastic and either mesh or Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consu'rie no § 150-0(lk4 I E: more. than 5 watts of power per luminaire or exhaust fan as detemlined in awordarroe,with § 1,T_0(p), Night lights do not need to be controlled ,_ sheet metal, duct board or flexible duct must not be used forconveying conditioned air. Building cavities and support platforms may contain by vacancy sensors. § 1 -50, 0 ([�) I F-, Lighting Integral to ExhaustFans. Lighting integral to exhaust fans (except Mien installedbv themanufacturerin kitchen exhaust hoods) � Factory -Fabricated Duct Systems. Factory-fabficated duct systems must comply with applicable requirements for duct construction, � _),' must meet it)-, applicable rNeurements of § 150,0(k, connections, and closureq, joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct Screw based luminaires. Screw based luminaires must not be recessed dowNight luminaires in ceilings and must contain lamps thl-,.�l comply § 1 53), 0 (k) I G � with Reference JointApperdix JAB, I ristalled lamps must be markedwith',1,4,19-201 6' or'JA,9-201 6-E' as specified in Reference Joint, Appendix Field -Fabricated Duct Systems. Fipl6fahrrated dirt Rystems mint miliply withapplicahle requirement,; for, prpqqtjrt!�,-.C;P.n.t;iti%�f�tapp,.q, � JAR, § 150 -.OM 1 H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be,P,Ocompliant and must be marked wilh'JAP 6-E,' § 1 51, 0 (k) 2A- Interior Switches and Controls. NJ forward phac�e cut climmers used,with LED I*t sources must comply with NEMA SSL 7A . § 1 IT-), 0 (� 2 8 � Interior Switches and Controls. Exhaust fans must be switched separately from. lighting Systems.' § 1 al, 0 (k) -2 C Interior Switches and Controls. L umi naires niust be switched wit h readily accessi bl fe controls I iiat permi t file lum.,inat res to be manually manually operated dampers in all openings to the Outside, exceLt combustion inlet and outlet air openings and elevator shaft vents, switolled ON and OFF, � I �0,0(k)2D� Interior Switches and Controls. Controls and equipment rrust be installed in accordance with manufacturers instructions. § 150-,O�)2E. Interior Switches and Controls, No control must bypass a dmmer or vacancy sensor function lithe control is installed to comply wi-2th plastic cover, Cellularfoam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from § 150,0(k), § 150D(�2F, Interior Switches and Controls. Lightingcontrols must comply witlithe applicable requirements of§ 1 10�9. � - - Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier. Interior Switches and Controls. An energy maWment control system (EMCS) may be w,ed to ccoplywith dimmer req.lirernentF if it § 150,0�,)2G. functions as a drilmer &'r,orcling to § I 10.9, meets the Installalion Certificate, requirements of § 1304,� meets tile EMCS requirements of § 1 occupiabi e space, the ducts must be sealed and duct I eakage t estpd, as confirmed t hrough field verificati on and diagnostic testi ng, i n 130,50, and meets all other relirements in� 150%)2. accordance with § 150. 0(m) I I and Reference Residential Appendix RA3, Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in§ 1.50.0(k) if it meets all of file § 1KO(k)N . following it furutions as a vacancy sensoraocordng to § 110,9, tile Installation Certificate requirements of § 130.41 the EMCS requirements of§ condit ioni ng component, except evaporative coolers, must be provided with ai r fi It er devices that meet I he design, instal lati on, effici ency, I 130,5(Q, and all other r quirements in §1 60%)2. 1 1§1 _16D 0 (k)2[ Interior Switches and Controls. A multisr,ene programmable controller may be used to comply with dimmer requirernents in §TKO(k) if 4 I .YU V%�',�d Emmralivv s ot'd plies with all Other applicabierequirements in § 1, 0( , provides the functionality of a climii-er we ingto§110,9,andcom � T, k);2 __ i 1 ! - - T TF_ 7 � ; � I ! I � � i i I I R. � 2016 Lovu-ft0?-v.4ftTtial ITaTdatowIfTeas0res Swrrnav § 150.0(h)3A - Clearances. Installed airconditioner and heat pump outdoor condensing units must have aclearance of at least 5feet from the outlet of arry W -or citrixt adhesives, dryer vent. ___ § I 130. 0 (h) 3 9: Li quid Lin e Dirt er. I nstall ed ai r condit i oner and he at pump system s mu st be e quipped wit h I iqui d Ii ne fi Iter driers i f required, as s pecified by ()qvio OC !�� manufacturer's instructions. § 150.00)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water- heating systems, must have suhrloor 3-J1VSiVe#,, R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated onthe exterior of thetank. . § 150.0(k)3A Water piping and cooling system line insulation. For dome-stic hot water system piping whether buried or unburied, all of the following must V,(,','T and ;,er,., Plug I tile RA"hasiw's be insulated according to the requiremeris of TABLE'120.3-A the first 5feet of hot and cold water pipes from the storage tank- all piping with a § lK0@2A nominal diameter of 314 inch or larger,- all piping associated with a domestic hot water recirculation system regardless of the pil�le diameter C wo,e ft wo a d h e-,- iwn pi ping from the heating source to storage tank or between tanks� piping buried below grade, and all hot water pipes from the heating sou�e to � § 1 50.0 (k)3B: kitchen fixtures.' § 150.00)28-1 Water piping and cooling system line insulation. Al domedic hot water pipes that are buried below grade must be installed in awater proof § 1 50.0 (k)3C: and non -crushable casing or sleeve.* § 15D.0@2C: Water piping and cooling system line insulation. Pipe forc)oling system lines must be insulated as spedfied in§ 150.00)2A Distribution § 160.0(k)31): piping for steam and hydroric heating systems or hot water Systems must meet the requirements in TABLE 120.3-A' §150.0@3: Insulation Protection. Insulation must be protectedfrom damage, including that due to sunlight, moisture, equipment maintenance, and wind. § 150.0(k)4: Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by § 150.00)3A aluminum, sheet metal, paintedcaryvas, or plastic cover. Thecover must be water retardant and provide shielding from solar radiation that can § 150 0(k)5: cause degradation ofthe material. § 150.0@313: Insulation. Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditionedspace must have a S P e�,, i;,��J ri Ll mimi e .-Y. nt ae, I adh e� sive Class I or Class 11 vapor retarder. § 150,0(k)6A Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following] a § 1,50,0(11)1 � 120V electrical receptacle within 3 feet of the water heater, a Category I 11 or lVvent, or a Type B vent with straight pipe between the outside SUDBTRATE SPEDIFIC APPLICADONS termination and the space where the water heater is installed, a condensate drain that is no more than 2 inches higher than the base of the N4;,,d to ,mall Plastic f6�A% water heater, and allows natural draining without pump assistance� and a gas suppIv line with a capacity of at least 200,000 BtLVhr- § 150.0(h)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5- § 150.0(n)a Solar Water -heating Systems. Solar water- heating systems and collectors must be certified and rated by the Solar Rating and Certification . 1-14-Ut';,_� p'--allal 0 Corporation (SRCC) or by a listin2 a2encyll-tat is alroved � the Executive Director. Ducts and Fans Measures: § I 10,B(13: Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a § 1 10.10(8)t contractor installs the insulation, the contractor must cerfi� to thecustomer, inwritina that the insulation meets this requirement. CMC Compliance, At air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CIVIC § 1 10.10(a)2 §§ 601.Q E02.Q 603.Q 604�0, 605.0 and ANSUSMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions mag ,time-glite, ce ment CM11"Iff P-8 of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or] 0 a minimum installed level of R�4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing § 150.0(m)l: (RA3.1.4.3.8). Connections of metal ducts and inner core Of flexible ducts must be mechanically fastened. Openings must be sealed with mebtlic LiLpAond mmti�L,g mastic, tape, or other cluat-closure system that meets the applicable requirements of LIL 181, UL 181A, or UL 191 B or aerosol Sealant that § 1 10.10(b)l: meets the requirements of UL723, If mastic ortape is used to seal openings greater than % inch, thecombination of mastic and either mesh or 25A tape must be used. Building cavities, support platforms for air handlers, and plenums designed orcomtructed with materials other than sealed pretm. annewt IWAII) E!2�2 sheet metal, duct board or flexible duct must not be used forconveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed incavilies and sLpporl platforms must not becompressedto cause reductions inthe cross-sectional area of the ducts.* I WC Factory -Fabricated Duct Systems. Factory-fabficated duct systems must comply with applicable requirements for duct construction, � 150.0(12: connections, and closureq, joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct , . § I 1 0. 1 0 (b)3A, tapes unless such tarpe is used in combinationwith mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems. Fipl6fahrrated dirt Rystems mint miliply withapplicahle requirement,; for, prpqqtjrt!�,-.C;P.n.t;iti%�f�tapp,.q, � &_%a f ec-4 ii oRs mastics, sealants, and other requirements specified for duct construction, § 150.0(m)T Backdraft Dampers. At fan systems that exchange air betweenthe conditioned space and the outside, of the building must have backdraft or 4W automatic dampers. § 1 50. 0 (m) 8� G ravity Venti I ation Dam pers. Gravi ty vent i I ating sy st ems s e rvi ng c ondit i oned s pace m ust hav e e it he r a ut om at ic o r re ad il y acc es s i b le, 0 manually operated dampers in all openings to the Outside, exceLt combustion inlet and outlet air openings and elevator shaft vents, 350 Protection of Insulafion. Insulation must be protected from damage, includingthat due to sunlight, moisture, equipment maintenance, and § 1 50.0 (m) 9: wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or , - I I 11 C plastic cover, Cellularfoam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from § 1 10,10(d): solar radiation, § 150.0(m)10� - - Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier. § I 10.10(e)l: - Duct System Sealing and Leak-ageTest. When space conditioning systems use forced air duct systems to supply c Tnditioned air to an § 16D,O (M) 1 1 � occupiabi e space, the ducts must be sealed and duct I eakage t estpd, as confirmed t hrough field verificati on and diagnostic testi ng, i n § 1 10.10(e)2 accordance with § 150. 0(m) I I and Reference Residential Appendix RA3, I Air Filtration. Mechanical systems I hat supply ai r to an occulp ON e space through duatwork exceedi ng 1 0 feet in length and through a thermal § 150.0 (m) 1Z condit ioni ng component, except evaporative coolers, must be provided with ai r fi It er devices that meet I he design, instal lati on, effici ency, I - pressure drop, and labeling requirements of § 150.0 (m) 1 Z , e-11 2016 Low -Rise Residential Mandatory Measures Summary § 150,0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must W -or citrixt adhesives, be controlled by a vacancy sensor. § 1 150, 0 (k) 2 K: Interior Switches and Controls. D i mrn P. rs or vacancy sens or s must control at I I umi na ires requi red I o have Ii ght source s compl iant with ()qvio OC !�� Reference joint Appenclix JAB, except lurninaires in closets less than tO square feet and luminaires in hallways' § 1 50.0 (k)21_:� I Interior twitches and Controls. Undercabinet lighting must be Switched separately from other lighting systems. suhrloor 3-J1VSiVe#,, Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or to other . § 150.0(k)3A builclings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item V,(,','T and ;,er,., Plug I tile RA"hasiw's § 150.0(k)3Aii (photocell andmotion sensor) or item § 150.0(k)3,Aiii (photo control and automatic time,switch control, astronomical time clock, or Di-ywall at)d pamel adhcsiwv,�, EMCS), C wo,e ft wo a d h e-,- iwn Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lightingfor pnvate patios, entrances, balconies, § 1 50.0 (k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight veh0es per site must comply with - strul 1 11 �1,1 ln� g� adhe �fs ::1:i:!ii11 I'll -01-_ v ,.si�,w _Siwde� y Poof m einbra.n_� -,dheb7iwp,r, fl either§ 150.0(k)3A or with the applicable requirements in,FA 110.9,130,Q 1X -Z 1304,1407 and'141,0. � § 1 50.0 (k)3C: Residential Outdoor Lighting. For low-rise residential buildings willifour or more dwellingunits, outdoorlighting not regulated by SPECIAUY -A.PPLI`C4TXM,4S � 150-0(k)3B or §' 150.0(k)3D must comply with the applicable requirements in § -2,130.4, 140.7and 141 0. , � , � 110.9,130.Q 130 . § 160.0(k)31): - Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more P V C w cj di, qg� vehicles per site must comply with the a2plicable requirements in §§ 1 10�9,13D.0, 1302,13DA, 1401, arid 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8. or must consume no more than 5 watts T PI as tic w inefit weldi H-2 po�p/erasdetermined'accordin,qto§130.0(c). § 150 0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the 07 ,nntm,fa O!jl,l l,mi Ve apLlicable requirements for nonresidential garages in§§110.9, 130.Q 1301, 130.4,140.6. and 141,0, S P e�,, i;,��J ri Ll mimi e .-Y. nt ae, I adh e� sive Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior § 150,0(k)6A common area in a single building equals 20 percent or less of thetloor arei, permanently indalledlightingtor the intenorcommon areas in that 7 and t,rim adheoshre buildinq must be high efficacy luminaires and controlled �t an occupant sensor - SUDBTRATE SPEDIFIC APPLICADONS Interior Common Areas of Low-rise Multi-Farrilly Residential Buildings. In a low-rise multifamily residential building where the total interior N4;,,d to ,mall Plastic f6�A% common area in a single building, equals morethain 2D percent of the floor area, permanently installed lighting in that building must § 150,0�)6R i. Comply withthe applicable requirements in §§ 110.9,130.0,11).1,140.6 and 141.Q., and I WY'bfid � ii. Lighting installed in corridors and stairwells must becontrolled by occupant sensors that reduce the lighting power in each space by at least 1-14-Ut';,_� p'--allal 0 50 Eercent, The occupant sensors must be caLable of turning the light fully on and off from all designed paths of ingress and egress. � Solar Ready Buildings: 420 Single Family Residences. Single family residences located in subdvisions with ten or more single family residences and where the § 1 10.10(8)t application for a tentative subdivision map forthe residences has been deemed complete by the enforcement agency must comply with the requirements or§ I 10.10(b) through § 110. 10(e). � § 1 10.10(a)2 Low-rise Multi-farnily Buildings. Low-rise mufti -family buildings must comply with the requirements of § 1 10. 10(b) through § 1 1 0. 10(d). mag ,time-glite, ce ment CM11"Iff P-8 Minimum Area. The solar zone must have a minimum told area as described below. The solar zone must comply,with access, pathway, smoke 0 vent ilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or i n any requirements adopted by a local I (A) jurisdiction. The solarzone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet mebtlic LiLpAond mmti�L,g each for buildings Will roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas § 1 10.10(b)l: greater than 10,000 square feet. 25A For singlefamliy residences the solar zone must be located on the roof or overhang of the building and have atot at area no less than2T pretm. annewt IWAII) E!2�2 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building or on the roof or overhang of another structure locatedwithin 250 feet of the building or on covered parking installed withthe building project, and have a total area no less I WC than 15 percent of the total roof area of the building excluding any skylight area.' § I 1010b)2 Orientation. At sections of the solar zone located on steep -sloped roofs must be oriented between 1 1 0 degrees and 270 degrees of true north. , . § I 1 0. 1 0 (b)3A, Shading. The solar zone must not contain any obstructions, including but not limited to. vents, chimneys, architectural features, and roof 2N) mounted equipment.' &_%a f ec-4 ii oRs Shading. Any obstrUcti on I oic at ed on I he roof or any other part of the bui I di ng that project s ab ov e a Sol ar z one mu st be I ocated at I ea st twi ce the § I 1 0. 1 0 (b)3B:, distancei. measured in the horizontal plane, of the height difference between the highest point of the obstruction andthe horizontal projection of 4W the nearest point of the solar zone, measured in the vertical plane.* § 1 1010(b)4� Structural Design Loads on Construction Documents. For areas of the roof designated as solarzone, the structural design loads for roof ' 0 dead load and roof live load must be clearly indicated on the construction documents. 350 Interconnection Pathways. Theconstruction docurneits must indicate. a Iccation for inverters aid metering equipment and a pathway for § 1 10.10(c)� routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of , - I I 11 C interconnection Q be the main service panel)� and a pathway for routing of Liumbing from the solar zone to the water -heating system. § 1 10,10(d): Documentation. A copy of the construction docurrients or a comparable document indicating the information from § I 10.10(b) through Rmilininin-ft, mol ,%*Ii.!jl,�� I 10.1 0(c) must be provided to the occupant. § I 10.10(e)l: Main Electrical ServicePanel. The main electrical service panel must have a minimum busbar rating of 200 amps. I 1,_**;1 Main Electrical ServicePanel. The main electrical service panel must have a reserved space to allow forthe installation of a double pole circuit § 1 10.10(e)2 breaker for a future solar electric installation. The reserved space must be� positioned at the opposite (load) end from the input feeder location or I main circ6nit location, and permanentl� marked as'For Future Solar Electric'. I 2016 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 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 1.2 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 11 emission limits where applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. 4.SO4.1 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. WILE 4,504A ADNE91W VOC L[MrTt2 kW.1Q1My"fd 1.&�iii%1JI&%Q&1%1&U."&_k0 "WJ.11A"^ All,,C H IT ECT UA A L A PP U CAn ON 5 C -U P A Et4l T VO�C UI MIT W -or citrixt adhesives, 5_'J ("anvt rad qdhe�i,ves I -To ()qvio OC !�� 131171 Viie"ood ilcv-ci nil, ndhc�,Ive Rubbcr tloor ad.ievves 100 '19'.1 suhrloor 3-J1VSiVe#,, - 15) Cenmic lile adhosi,ocs 65; V,(,','T and ;,er,., Plug I tile RA"hasiw's - Y) Di-ywall at)d pamel adhcsiwv,�, 1 INI) C wo,e ft wo a d h e-,- iwn - - 1_9 Nlu ltiilurp-_,�sc. con-strijetiort ad1h,-,si,,----, 70 - strul 1 11 �1,1 ln� g� adhe �fs ::1:i:!ii11 I'll -01-_ v ,.si�,w _Siwde� y Poof m einbra.n_� -,dheb7iwp,r, fl - I C10 2_50 _ , id[im i%,'s not sillmi,flgaj ly, ., - , ('Xhi�r g li � W ____ 50 SPECIAUY -A.PPLI`C4TXM,4S 350 PVf-' 'weliding 1-510 P V C w cj di, qg� - 490 ,4 �kB S vie, lil i n n, � - 325 PI as tic w inefit weldi H-2 250 Adhe sivo wr f'or rikistic 550 07 ,nntm,fa O!jl,l l,mi Ve - 19C!" S P e�,, i;,��J ri Ll mimi e .-Y. nt ae, I adh e� sive - 21-5101 Structurad %.-md in mmi,heradbeshm 14n 7 and t,rim adheoshre - 250 SUDBTRATE SPEDIFIC APPLICADONS B.1% of�wwqfl,p, N4;,,d to ,mall Plastic f6�A% - ____ ____ - X) - 5r) - _____ pomus firilliz-fial (exe eruwc ) ____ ___ 3") I WY'bfid 3) I 1-14-Ut';,_� p'--allal 0 . I a) _____ �A I . If art m1temve, is Used tc� bc-mcill dissimiiLv, substraik-',s tp,ged-vor. thcacll-K.tsive 'with the hiojest W -,)C content shall -'N2 aH1o,Aw,,& ' '_ Fil.r jdditi�ianl infarmVio-cyn rc-g-avding inethods to awasure the NI(X-7conle,rit , s-T -,d in this ta'lldo, s ec SrTuth Coast Alur Qual i ty Alana,genw int Di mrict ,�exific - _, P,Mle I 10S. 7ARLE CPU SEALANT YX LIMrT ild�YMLM"Em=IL&bmbdamiLM&I-axl?&"=iL= SEALANTS aJ P P E r4T VO C LINIT Archiu�cturz �-,,r 4 03 M,3A,rr,,_- diecit- - 7 (9) Nlirtm,,mbranv Rv,f , - TX .1 1) - � ---- Roa,d,wav 2 5 0 qinale-rik. Rnof,membraw- - 14 �*) ( �r )tlie 420 SEALA,NrV'MfA5VS - ____ ArchitRL-WreA Ncinpxona, porcii.1,; 2T) 775 . lklodiFi�,d Mumimus 5% INTa, fit w de dc ' 7 if -C, 0ther � I -'Wd ------ I mula, gm 0 , '10.1116 I COATINC, CATECOPY - ____ Ef FEC.TIVE i�flim* EFIPIECTIVE 1111h-012 PIZ# CoadAL's _55 - 0.05 t4t�-aful t %,?nLU?_:S . I N� . NciaqaLt��_______ I :iso I SPEaALTY COAnNCS Allumi-na ifn rupf co atings 14W N - BkTl WAY01 82tq!tLE22�!,V 101) 01� r-1 t-_ "? I Bibin-timms row -f coatin-a's 51 WF11* BJ#iJn-#iaC*U4 volc,4 Eritirvis 390 - - Bmd lww&ars 350 F011111111 Qwme czeyng 'T'111261,ndo 390 t U N 4-) 0 .� W - . f_A_*ncr,ete4rna!jL7x2rY w-alecv. I WO �W) 0 L-Ariwqmy S&aleft- � 50 5 10 W I �Rxi� frip cwtina � �, ,-IN I I -W.) P4 FAMY, fini'46ing omiilv S 3 5R) 00 en Fure resisfive coofirle's 3 5; r," B.1% of�wwqfl,p, I ly) - Rvm-mo aw 0 Ljm Eyt a d S 250 �7, GrWhic aftT, "--Q tJi a 9 5 !, ai an irds), - 51"JO �4 I IT12t tem,ter3ftle Mw1h)A1 420 Q� 1"dimsial maillt"we orafloto 2_99 1.0W,5xA,4c+ 2LA�fi t,sl __ I YJ - mag ,time-glite, ce ment CM11"Iff P-8 45W) 0 - W660 textMf colitin's I (A) I-4 mebtlic LiLpAond mmti�L,g 5170 ��, bduliricokx ocefiflE� 5 25A �� pretm. annewt IWAII) E!2�2 429 Pn"1g,*ak1-,. a0J undwy3ates I WC �-� Re acti-�v, etratinj seaki's 3'5) Recycle -4 C*atims 2N) Q� &_%a f ec-4 ii oRs ,Y) - Rao EE1mv*,m C±2� 4W 30 'Rholar "s C. le ar 1 , . a ne 71) 553 0 SL*k-,J2Lt1 L-000,1& lwmkus and andeicoatens 350 100 staills '2150 , - I I 11 C 1�tofp_ cn�mwtbdmi% 4190 CALOREEN Rmilininin-ft, mol ,%*Ii.!jl,�� 3c) I Date :201-7 Traffic ma&A91,coadvE I 1,_**;1 TO wd dle fefAsh matiale s JIM Job n��Ofitna Imemliffaroo's 150 Abod Cklatil 275 Sheets I .YU V%�',�d Emmralivv s 3y) 7Aci��47h pfimpirg I 34D I 1. (5naflls of VO,C Per liter Of coatinig. including wavr arid iwludinj�, exempt compmnXIS, 2. 7he specHkd Iimiu rernAin in L4ect unlc-ss rerviscAlj mi is are list ed in s�ubtse- quent columns in the table. , 3. N"alues in thf,'s table arc, derived from th*92 ,specified by the' 0066mia Air , Res,rijrce-, Birfuct Architectural Ciootings, Sugge-,ted, 0batroil '1#&asu�re, _ F,ebtliaxy 1. 2008, hViro-, inf-cmatiom is avaltable From lie Air Kewmirces Board. TA,9LF_ 4.5mz FOR-FAALMRYDE, LIMIT'V hTaximum r-ornmWo-hyda Emis-siorm in PaTis Dow lifillion � MIDUCT I . ...... I . ...... ..... ClYRRENT UfAIT - FIrdwood f-Aywar-d venoercore, 0. GA- Hwdw,lod plywwd vmp-inmi.te, vxry - 0.05 ParfichboaH medium don;ity rJN-rb-,XW, . 0. GY) 11.11 I - IN n ninedium detisil,y fberbourd' . ___ - - I 0,13 1. Values in Ibis lable w., 0.,ri�V4 from fto e ,Vwi,,rtvd by the Califtnia, Adr TLeAnur*_%-_% Board, Air Toxics 0,,,ntrol N&,asure fbr Cbrnpo%ite Wood as te-sted im accordance -with AS'TN4 E [331 ,For addidoual inf6rmiati-nn_ sm CMU (0. rxid co'de, qrRepludoms, Title 17, Sectionts 9 31 20 through 1031 20� 12 � " �. Thiwwdium de-,miLyfiberboinid Iw, amxxi nium thi,clmess of 5/Aim,'4 (8 rnfin`)� r- 'I,, _f - ______ - I I , , � t I , t'� . i , , - - - - - - - - - - - - - - �, �� , rr , 0DUNTY 6iVIELOPMENT SER\IIGE8 � I -, �, -, I., , i 1_�IEVIEWED FOF � -l" I - OMPLIANCE <,- r / , , .) DE 0 II--_ -�--� � BY_ Z�/ po:/�-X !_!,�-- __ I,,,- � -f- 1� _��_____________� - N07E: 7HE PROJEC,7 MANAOER OR OENERAL C,,ON7RAC,70R KLL 5E 7HE RESPONSIBLE PERSON 70 C,OLLEC..7 AND I=RO\/lr7)F- VERIFIC,A710N OF C.,ALOREEN C,OMFLIANCZ 70 7HE E3UILDINO INSPEC,7OR PRIOR 70 5UILr�)INO FINAL. I Revision: Date: By: I � N �* 01� r-1 t-_ "? 00 IRt C*� 00 WF11* (= gLo C M A.J in W --., C 40� W" -4� -4 �,Z % 4i CN 0 if) 7a *� ej F011111111 = _� M IN* �* t U N 4-) 0 .� W Z 9 f.il ." = 41 " U cu ;.4 �W) 0 0i U �0. .:Z .-,� . ;� P4 cw� 4� 5 10 W I W4 ' 04 0 P4 .- 04 n 7- 1111M �� 00 en _____ , W7. 1 �4 12� �D �7, CY-) t:� W �4 4� �� Q� C_� >, �_4 Q� <� U 0 E ---l I-4 F -----q (::) <� ��, � � E--� `� �� 4 (2) _7t �-� CQ U) �4 �4 Q� ,:I P===l �_� E===� 1�0 AR 0 . I 1� I -J () * No. r-4 1283 R . 11 I 7/1 , - I I 11 C I � t I V I RE51DENTIAL CALOREEN MEA5URES I I I Date :201-7 Scale Drawn Job Sheet I I �' I . I I I I I - , I C G Of I Sheets I � I I - i I 71 I - , -1 - : I 1[11��, ��'[k Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Croville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds PLEASE PRINT CLEARLY �q _ PRQP,E,12T'B;V��i,NFO,�,_ $ :yx Last Name Zj IrJI/C Fi t Name Mailing Address City 1,6 / State Pho Phon J D / 07�._aq 0 6 Fax Email Cell ".'fir �J'+• n'f 91�-P. $ :yx Name city 1Co srp� „ j�� r 7.5 Sl Pho Fa )5 Fuec_o. City` Call ce Lia lass ".'fir �J'+• n'f 91�-P. $ :yx Name Mailing Address Mailin Atltlress City „ State Zip City` St kq Zi a„co Mailing Address Cell Phone_ l _ � ( Fax . Email Cell CA S}ater�Linens�N00 Last Name fUM First Name Mailing Address Property Address 6-36 City „ State Zip Phone Fax Email Mailing Address Cell n ` Dat Print Name: � 4 0 �Cf 9 PERMIT NO: FORM NO 1 b- DBP -1 BIN NO; D P J�'ATIC�i 1r:'° ARN Property Address 6-36 City Location must c¢ be in the city limits of Chico Gridley, Oroville or Paradise, Zai „ compensation must be shown at the time of permit issuance httg7/g i smaps. butteco u nty. neUflexv iewe r/bcd ata sea rch/i ndex. h tml P J�'ATIC�i 1r:'° Policy Nuppm��ber Vq Carrier_, If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance x— 7 Name Mailing Address City State Zip Mobile Home permits (other than installation, foundation, utilities & non-attached structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click z below to. see Manufactured Home Alterations and Permit Guidelines at: htto //www hcd ca goy/codes/mhp[HCD Phone' (916) 255-2501 Is this a Manufactured/Mobile Home (circle one) Yes / No pars op /o"r)'ny rooms rh� 4 U , ON:' Ba!' va" c45, dp- 6gmate° Q..J �� rain �`f' ,Living AreaGarage: Open Area: Covered Area: TOTAL SQ:� Structure Built without permits [y Proposed Change of Occupancy/Use - Note previous/current use below: Zoning Flcotl Zane V� SEA IYESU NO NPDES YES NO ❑ Code Ent YES El NO ❑ Legal Lot: YES ❑ NO ❑ Occupancy Type Construction m -t Tech Date: 11 i *When fled, this application and all supporting material becoms ject to the California Public Records Act. All public information related to this application is subject to public inspection and wit e posted on the County's website for electronic access. Rc--vi -d 7.20.2;)I`., Pa--eIofI Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecourty.net/dds Oroville, California 95965 F: 530.538.7785 I DEVEIOPMENr SERVICES i NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: - Make sure your application is complete. - Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at tC unicipa7code^ lexisnexis com/codes/buttecc/ **When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B16-1638 Date: 7/28/2016 Parcel Number: 004-520-023 Location: 630 POMONA AVE, CHICO Phone: 3104732406 Owner Name: OSM INVESTMENT COMPANY Description: REMODEL RESIDENCE, ADD LIVING ROOM (246) Signature of Applicant: - Date: 7/28/2016 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director a j* 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds �n fi ` ` ©� Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE] Reference Number: B16-1638 Date: 7/28/2016 Location: 630 POMONA AVE By: JMD Parcel Number: 004-520-023 Sub Type: REMODEL Owner Name: OSM INVESTMENT COMPANY Phone: 3104732406 Description: REMODEL RESIDENCE, ADD LIVING ROOM (246) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Board. z Signed Date 7/28/2016 Title ?re 5' /Gl�L7 4— Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director c 7 County Center Drive T: 530.538.7601 'A° oroville, California 95965 F: 530.538.7785 DPWROPMENT SEMCES Building Permit Checklist Name: OSM INVESTMENT COMPANY Location: 630 POMONA AVE, CHICO Assessor's Parcel Number: 004-520-023 Permit Number: B16-1638 1. 3 copies site plan X 2. 3 sets building plans 3. g set energy calcs (if applicable) 4. 1 set truss calcs (if applicable) �5. Iset structural calcs (if applicable) 6. Intake Packet _)La. signed permit application b. owner builder (if applicable) 5C c. notice to builders — d. fee summary e. fire handout >C f. NPDES form g. data sheet h. PW Notification for 26-12 i. Hazardous Material Form (commercial) 1. Accessibility Worksheet (commercial) -- k. Plan Check Sq Ftg Verification C 7. Flood Certificates (if applicable) 8. 9. 10. Buttecounty net/dds Completed by: (� Date: MINIMUM EROSION AND SEDIMENT CONTROLS FOR FRO.JECTS DISTURBING LESS THAN ONE ACRE THE 5MF'5 (BEST MANAGEMENT PRACTICES) LISTED BELOW MUST BE IN PLACE DURING THE RAINY SEA50N (OCTOBER 15 THROUGH APRIL 15) AND MAY BE REOUIRED AT OTHER TIMES BASED ON WEATHER AND SITE CONDITIONS THROUGHOUT THE YEAR. THE BMP'5 L15TFD ARE MINIMUM REOUIREMENT5 AND ADDITIONAL BMP'S COULD BE REQUIRED BASED ON SITE CONDITIONS. I. STABILIZED ENTRY: PROVIDE MINIMUM 5" TO 6" FRACTURED ROCK 50' LONG x 15'1,410E BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED ON A DAILY BASIS. WHEN STREETS ARE WET OR DURING A RAIN EVENT THERE 514ALL BE NO TRACKINS OF 501LS ONTO THE STREET. 5. WATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR SIDEWALKS. 4. ROCK BA05 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN SO' OF THE PROJECT SITE. 5. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH DRAIN INLET. 6. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS. T. STABILIZE. ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK CURB OR SIDEWALK. (5TRAW OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) 5. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (STRAW, VISOUEEN OR ER051ON BLANKETS MAY BE USED FOR TH15 APPLICATION) q. ALL PAINT, FUEL, CON5TRUCTION PRODUCT5 ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM SIDEWALKS AND STORM DRAIN INLETS. 10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND 51DFKALKS AND A LEAST 50' FROM THE NEAREST STORM DRAIN. 11. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS, ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF. 12. PROVIDE A DE5ISNATED AREA FOR CONCRETE WASHOUT. HAY BAILS LINED WITH VISOUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY AL50 BE USED. ALL CONCRETE HASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. 15. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROSRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENE55 OF YOUR BMP'S. Bum, COUNPY JUL 2 8 2016 DEVELOPMENT SE/RVnICiES NOR7 SITE PLAN I" = 20'-O" (E) LEACH FIELD TO REMAIN I (E) SEPTIC TANK TO REMAIN o I EXISTING SHED 5'-0" MIN. 1 � EX15TINO i FENCE— m m 1 UTILITIE: EXISTING FENCE I 1 tr l WATER I EXISTING SHED I , PERMff#� �38 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLI CE DATE -0/111b BY EXISTING FENCE EXISTING GATE APN: 004-052-025 100.0' APN: 004-052-024 APN: 004-052-022 20' ACCESS POMONA AVE 5'-0" OWNER: MICHAEL ORWITZ 51TE INFO: 650 POMONA AVE. SHEET GREGORY A. P E I T Z ADDRESS: CHIGO, GA. g5a28 ARCHITECT .45 ACRE 383Ri.Li.d.Ava Chiu,,CA.95926 (530)894-5719 PHONE: ZONING: SRI (510) 4"13-0240 APN: 004-520-025 of: ONE CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: ORWITZ 1200 Calculation Date/Time: 08:41, Mon, Jul 11, 2016 Calculation Description: Compliance Input File Name: Orwitz Pomona 1200.ribd CF1 R -PRF -01 yy Page f of 9 Oit'el• 1� GENERAL INFORMATION 01 Building Complies with Computer Performance 02 01 Project Name ORWITZ 1200 This building incorporates one or more Speclal Features shown below . 06 07 02 Calculation Description Residence Standard Design Proposed Design Compliance Margin 03 Project Location 630 POMONA AVENUE 21.33 23.55 -2.22 04 City Chico, CA 05 Standards Version Compliance 2015 06 Zip Code 95928 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ11 09 Software Version CBECC-Res 2013-4b (812) 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 12 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 1200 15 Number of Zones 1 16 Slab Area (ft)2 0 17 Number of Stories q p 1 '2JUL O 2016 18 Addition Cond. Floor Area N/A 19 Natural Gas Available Yes 20 Addition Slab Area (ft2f N/A 21 Glazing Percentage (%) x 19.1% SERVICES COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that reouue field testing and/or verification. by a certified. HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Speclal Features shown below . 06 PERMIT k� Registration Number: 216-N0255483A-000000000-0000 Registration Date/Time: 2016-07-1109:07:19 V ®DEE ns'r�uVlderLIA V CEalCERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 DATE port -Genera Yl]b=0ZL1.D8;42:38 Fila �� ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 21.33 23.55 -2.22 -10.4% Space Cooling 66.31 63.36 2.95 4.4% IAQ Ventilation 1.34 1.34 0.00 0.0% Water Heating 19.15 18.32 0.83 4.3% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total 108.13 106.57 1.56 1.4% PERMIT k� Registration Number: 216-N0255483A-000000000-0000 Registration Date/Time: 2016-07-1109:07:19 V ®DEE ns'r�uVlderLIA V CEalCERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 DATE port -Genera Yl]b=0ZL1.D8;42:38 Fila �� CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFiR.PRF-0i Project Name: ORWITZ 1200 Calculation Date/Time: 08:41, Mon, Jul 11, 2016 Page 2 of 9 Calculation Description: Compliance Input File Name: Orwitz Pomona 1200.ribd REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cool roof • Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be Feld -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • --None ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy Use components included in, the performance compliance approach for the.. Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components1. regulated by°Title 24, Part 6 (Sue i a's"domestic applienceTis id consumer electronics)and accounting for the annual TDV energy offset by an on-site renewable energy system. References Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)* 170.36 :..168.80 1.56 0.9% * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems ORWITZ 1200 1200 1 2 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ftz) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Conditioned Conditioned HVAC System 1 1200 8.5 Water Heater Registration Number: 216-N0255483A-000000000-0000 Registration Date/Time: 2016-07-1109 0719 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-07-1108:42:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: ORWITZ 1200 Calculation Date/Time: 08:41, Mon, Jul 11, 2016 Calculation Description: Compliance Input File Name: Orwitz Pomona 1200.ribd CFI R -PRF -01 Page 3 of 9 OPAQUE SURFACES 01 02 03" -_ r, 041' 05 !: 06 07 08 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ftz) Tilt (deg) Fwall Conditioned R19 Wall 12 Front 190 47.545 90 Fwall-2 Conditioned - R13 Wall 12 Front 140 50 90 Dwell Conditioned R13 Wall 192 Back 319 64 90 Rwall Conditioned R19 Wall 282 Right 102.5 90 Rwall-2 Conditioned R13 Wall 282 Right 307 60.02 90 Lwall Conditioned R19 Wall 102 Left 191 6 90 Lwall-2 Conditioned R13 Wall 102 Left 179 22 90 Kwall Conditioned»Attic Kwall R19 158 Ceiling (below attic) 1 Conditioned R38 Ceiling below attic 1200 Floor Over Crawlspace 1 Conditioned...,..... R192x6 FlrOvrCrawl 1200 ATTIC z 01 02 03" -_ r, 041' 05 !: 06 07 08 Name Construction W Type 'Roof Rise f la I.Roof:Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Asphalt RB Roof Ventilated 6.6 0.2 0.85 Yes Yes Registration Number: 216-N0255483A-000000000-0000 Registration Date/Time: 2016-07-11 09:07:19 HERS Provider: Ca10ERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-07-1108:42:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: ORWITZ 1200 Calculation Date/Time: 08:41, Mon, Jul 11, 2016 Page 4 of 9 Calculation Description: Compliance Input File Name: Orwitz Pomona 1200.ribd WINDOWS 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multipli er Area (ft2) U -factor SHGC Exterior Shading 21059 DH (L-MSTR BED) Window Fwall (Front -12) 2.8 5.8 1 16.3 0.34 0.28 Insect Screen (default) 21059 DH (R-MSTR BED) Window Fwall (Front -12) 2.8 5.8 1 16.3 0.34 0.28 Insect Screen (default) 3050 SH (BED 2) Window Fwall (Front -12) 3.0 5.0 1 15.0 0.34 0.28 Insect Screen (default) 3050 SH (L -LIVING) Window Fwall-2 (Front -12) 3.0 5.0 1 15.0 0.34 0.28 Insect Screen (default) 3050 SH (R -LIVING) Window Fwall-2 (Front -12) 3.0 5.0 1 15.0 0.34 0.28 Insect Screen (default) 3050 SH (BED 3) Window Bwall (Back -192) 3.0 5.0 1 15.0 0.34 0.28 Insect Screen (default) 3030 SH (KITCHEN) Window Bwall (Back -192) 3.0 3.0 1 9.0 0.34 0.28 Insect Screen (default) 2050 SH (LB -LIVING) Window Bwall (Back -192) 2.0 5.0 1 10.0 0.34 0.28 Insect Screen (default) 4050 FIX (CB -LIVING) Window Bwall (Back -192) 4.0 5.0 1 20.0 0.33 0.29 Insect Screen (default) 2050 SH (RB -LIVING) Window - Bwall (Back -'192) 2.0 5.0 1 10.0 0.34 0.28 Insect Screen (default) 2050 SH (L -LIVING) Window Rwall-2 (Right -282) 2.0 5.0 1 10.0 0.34 0.28 Insect Screen (default) 2050 SH (R -LIVING) Window - Rwall-2 (Right -282) 2.0 ::. 5.0 1 : - 10.0 0.34 0.28 Insect Screen (default) 6068 SGD (DINING) Window Rwall-2 (Right -282) ,. -' 6.0 6.7 1' < 40.0 0.34 0.30 Insect Screen (default) 3020 XO (MSTR BATH) Window -. Lwall (Left -102) : ..-. `` 3.0 2.0 1 '' 6.0 0.34 0.28 Insect Screen (default) 4040 XO (BED 3) Window Lwall-2 (Left -102) 4.0 4.0 1 16.0 0.34 0.28 Insect Screen (default) 2030 SH (BATH) Window Lwall-2 (Left -102) 2.0 3.0 1 6.0 1 0.34 0.28 Insect Screen (default) DOORS 01 02 03 04 Name Side of Building Area (ft2) U -factor Front Dr Fwall-2 20.0 0.50 Registration Number: 216-N0255483A-000000000-0000 Registration Date/Time: 2016-07-11 09:07:19 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-07-1108:42:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: ORWITZ 1200 Calculation Date/Time: 08:41, Mon, Jul 11, 2016 Page 5 of 9 Calculation Description: Compliance Input File Name: Orwitz Pomona 1200.ribd OVERHANGS AND FINS 01 02 .F. an .. ., .:. 03 i..... ::. 04 ::. , o, ... 05 :.. .: .:�. 06 07 Total Cavity Winter Design 01 Construction Name 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang • Roof Deck: Wood Siding/sheathing/decking Asphalt RB Roof Left Fin Wood Framed Ceiling 2x4 @ 24 in. O.C. Right Fin 0.644 Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up 3050 SH (BED 2) attic) 7 1.33 18.66 16.66 0.83 12 1.83 1.33 0 0 0 0 0 3050 SH (L -LIVING) 7 1.33 29 5.66 0.83 12 1.83 12.33 0 0 0 0 0 3050 SH (R -LIVING) 7 1.33 32 2.5 0.83 12 1.83 15.58 0 0 0 0 0 2050 SH (LB -LIVING) R19 11 1.33 3 32.33 0.83 0 0 0 0 16.33 1.33 9 0 4050 FIX (CB -LIVING) 0.067 11 1.33 5.25 29 0.83 0 0 0 0 16.33 1.33 5.75 0 2050 SH (RB -LIVING) Cavity/Frame: R -13/2x4 11 1.33 9.5 25.83 0.83 0 0 0 0 16.33 1.33 2.5 0 6068 SGD (DINING) 14 1.33 24.83 4.66 0.83 0 0 0 0 0 0 0 0 3020 XO (MSTR BATH) 1 .;(- 3.33 28 17.5 0.58 0 0 0 0 0 0 0 0 4040 XO (BED 3) 1 2.33 5.83 38 0.58 0 0 0 0 0 0 0 0 2030 SH (BATH)""�":r?:' ::x1 " 2.33 - 17 29 0.58 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 .F. an .. ., .:. 03 i..... ::. 04 ::. , o, ... 05 :.. .: .:�. 06 07 Total Cavity Winter Design Construction Name Surface' Type Construction Type"'. - Frammg R -value' U•value Assembly Layers Cavity/ Frame: no insul./2x4 • Roof Deck: Wood Siding/sheathing/decking Asphalt RB Roof Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.644 • Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Ceilings (below 2x4 Bottom Chord of Truss @ 24 • Cavity/Frame: R-9.1 /2x4 Btm Chrd R38 Ceiling below attic attic) Wood Framed Ceiling in. O.C. R38 0.025 • Over Ceiling Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 R19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R19 0.072 • Exterior Finish: 3 Coat Stucco • Floor Surface: Carpeted Floors Over • Floor Deck., Wood Siding/sheathing/decking R192x6 FlrOvrCrawl Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R19 0.049 • Cavity/Frame: R -19/2x6 • Inside Finish: Gypsum Board ll R19 Interior Walls Wood Fmmed Wall 2x6 @ 24 in. O.C. R 19 0.067 Cavity/Frame: R -19/2x6 FR Inside Finish: Gypsum Board Cavity/Frame: R -13/2x4 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.101 Exterior Finish: 3 Coat Stucco Registration Number: 216-N0255483A-000000000-0000 Registration Date/Time: 2016-07-11 09:07:19 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-07-1108:42:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: ORWITZ 1200 Calculation Date/Time: 08:41, Mon, Jul 11, 2016 Calculation Description: Compliance Input File Name: Orwitz Pomona 1200.ribd BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required --- CF1 R -PRF -01 Page 6 of 9 WATER HEATING SYSTEMS 01 02 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Water Heater - 1/1 DHW Standard Min 50 Gal 1 - none - WATER HEATERS 01 02 03 04 05 05 07 08 Name --: Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) Min 50 Gal Natural Gas Small Storage 50 0.62 40000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 t-05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution Water Heater- 1/1 --- --- Attic Default SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC System 1 Other Heating and Cooling System Furn 95 14 SEER - 12.2 EER HVAC Fan 1 Attic Default HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Furn 95 CntrlFurnace - Fuel -fired central furnace 95 AFUE Registration Number: 216-N0255483A-000000000-0000 Registration Date/Time: 2016-07-11 09:07:19 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-07-1108:42:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: ORWITZ 1200 Calculation Date/Time: 08:41, Mon, Jul 11, 2016 Calculation Description: Compliance Input File Name: Orwitz Pomona 1200.ribd CF1 R -PRF -01 Page 7 of 9 HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name System Type Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification 14 SEER - 12.2 EER SplitAirCond 12.2 14 Not Zonal Single Speed 14 SEER- 12.2 EER -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge 14 SEER - 12.2 EER -hers -cool Required 350 Required Not Required Required HVAC - DISTRIBUTION SYSTEMS 01 02 ' 4 -- 03 A4 ,, 01 _02 03 04 05 06 07 Name - -Type- .,:Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Attic Default '.. DuctsAttic w:.. Sealedeand tested: -I -.; 8 Attic None Attic Default -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 ' 4 -- 03 A4 ,, 05 :.06 07 08 Name Duct Leakage Verification Duct Leakage Target (°/) Verified`Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Attic Default -hers -dist Required 6.0 Not Required Not Required Not Required Not Required --- HVAC-FAN SYSTEMS 01 02 03 04 Name Type Fan Power(Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan Required 0.58 Registration Number: 216-N0255483A-000000000-0000 Registration Date/Time: 2016-07-11 09:07:19 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-07-1108:42:38 1111 1 11 I' I' F 1 111Y CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: ORWITZ 1200 Calculation Date/Time: 08-41, Mon, Jul 11, 2016 Calculation Description: Compliance Input File Name: Orwitz Pomona 1200.ribd CF1 R -PRF -01 Page 8 of 9 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 34.5 0.25 Default 0 Required Registration Number: 216-N0255483A-000000000-0000 Registration Date/Time: 2016-07-1109:07:19 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 HERS Provider: CaICERTS inc. Report Generated at: 2016-07-1108:42:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: ORWITZ 1200 Calculation Date/Time: 08:41, Mon, Jul 11, 2016 Calculation Description: Compliance Input File Name: Orwitz Pomona 1200.ribd CF'I R -PRF -01 Paye 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Greg Peitzg"� Company: Signature Date: Gregory A. Peitz Architecture 2016-07-11 09:07:19 Address: CEA/HERS Certification Identification (If applicable): 383 Rio Lindo Ave City/State/Zip: Phone: Chico, CA 95926 530-894-5719 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: - Greg Peitz Company: Date, Signed: Gregory A. Peitz Architecture 2016-07-11 09:07:19 Address: License: 383 Rio Lindo Ave C21283 City/State/Zip: Phone: Chico, CA 95926 530-894-5719 Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-N0255483A-000000000-0000 Registration Date/Time: 2016-07-11 09:07:19 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version - CFIR-03112016-433 Report Generated at: 2016-07-1108:42:38 GREGORY A. PEITZ ARCHITECT 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 Structural Calculations for: Bum COUNTY 'JUL 2 8 2016 DEVELOPMENT SERVICES PERMIT ri--V-�S gl)T1'ECOUNTY L F'M SiV Eu RGVIE�I D FOR corp Oo �i:'I IANICE CJATE JAStructuraADesign Data - Residential.doc DESIGN DATA Code used: 2013 California Building Code Floor loading: Live loads: Uninhabitable attics w/o storage: 10psf Uninhabitable attics w/ limited storage: 20psf Habitable attics and sleeping areas: 30psf All others except balconies and decks: 40psf Dead load -101bs/square foot Roof loading: Live loads: 201bs/SF Dead loads: Typical roof -14 lbs/SF Comp roof Wind loading: Basic 3 -second gust wind speed (mph) 110 Wind importance factor, l 1.00 Wind exposure category C Internal pressure coefficient, GCpi +/-0.18 Seismic: Seismic importance factor, l 1.00 Mapped spectral response acceleration; Ss 0.70 SI 0.25 Site class D Design spectral response coefficients; SDS 0.579 SDI 0.317 Seismic design category D Basic seismic -force -resisting system(s) Bearing wall system - plywood shearwalls Seismic response coefficient(s), Cs 0.089 Response modification factor(s), R 6.5 Analysis procedure; Equivalent lateral force procedure i WIND ANALYSIS Simplified Envelope Procedure Per ASCE 7-10, Chapter 28. 1. Risk category 2 (table 1.5-1) 2. Basic wind speed: 110 mph (figure 26.5-1A) 3. Exposure: B (section 26.7) 4. Kzt = 1.0 (section 26.8) 5. ?, = 1.0 (figure 28.6-1) 6. Roof slopes: 30°- 45° (7/12 - 12/12) 7. Mean roof height: up to 30 ft. Ps = X KA POO X (eq. 28.6-1) Wind Pressures Roof internal zone: (11.8 psf) (.6) = 7.08 psf Roof end zone: (14.8 psf) (.6) = 8.88 psf Wall internal zone: (17.2 psf) (.6) =10.32 psf Wall end zone: (21.6 psf) (.6) = 12.96 psf Ilz Project: Location: PORCH BEAMS Reo'd Roof Beam [2012 International Building Code(2011rDS)j ''✓✓ Section Modulus: 5.51N x 9.51N x 14.0 FT 82.73 in3 11_ ouglas-Fir-Larch - Dry Use 12.83 in2 ction Adequate By: 82.9% Moment of Inertia (deflection): Controlling Factor: Moment 392.96 in4 DEFLECTIONS Center 6359 ft -Ib Live Load 0.19 IN U873 Shear: Dead Load 0.16 in 7402 lb Total Load 0.36 IN U471 260 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B 20 Live Load 980 Ib 980 Ib Roof Dead Load: Dead Load 837 Ib 837 Ib 15 Total Load 1817 It, 1817 Ib Tributary Width: Bearing Length 0.53 in 0.53 in 3 BEAM DATA Wall Load: Span Length 14 ft 0 Unbraced Length -Top 0 ft Non -Snow Roof Loaded Area: Unbraced Length -Bottom 0 ft 98 Roof Pitch 3 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES #1 - Douglas -Fir -Larch Base Values Adjusted Bending Stress: Fb = 1350 psi Fb' = 1688 psi Cd=1.25 CF= 1.00 Shear Stress: Fv = 170 psi FV = 213 psi Cd=1.25 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp. Ito Grain: Fc -1= 625 psi Fc -1'= 625 psi Controlling Moment: 6359 ft -Ib 7.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -1817 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Reo'd Provided Section Modulus: 45.22 in3 82.73 in3 Area (Shear): 12.83 in2 52.25 int Moment of Inertia (deflection): 150.21 in4 392.96 in4 Moment: 6359 ft -Ib 11634 ft -Ib Shear: -18171b 7402 lb StruCalc 9.0 StruCalc Version 9.0.1.3 7/11/2016 12:09:26 PM Side One: Adjusted Beam Length: Ladj = 14 Roof Live Load: LL = 20 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 4 ft Side Two: Total Uniform Load: wT= 260 Roof Live Load: LL = 20 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 3 ft Wall Load: WALL = 0 Non -Snow Roof Loaded Area: RLA = 98 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 14 ft Beam Self Weight: BSW = 11 pif Beam Uniform Live Load: wL= 140 plf Beam Uniform Dead Load: wD_adj = 120 plf Total Uniform Load: wT= 260 plf Project: Location: LIVING ROOM FLUSH BEAM Roof Beam [2012 International Building Code(2012 N 3.51N x 9.51N x 14.0 FT Versa -Lam 3100 Fb - Boise Cascade Section Adequate By: 73.1% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.26 IN U650 Dead Load 0.28 in Total Load 0.54 IN U311 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 1047 Ib 1047 Ib Dead Load 1138 Ib 1138 Ib Total Load 2185 Ib 2185 Ib Bearing Length 0.83 in 0.83 in BEAM DATA Span Length 14 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 7 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES Adjusted Beam Length: Ladj = Versa -Lam 3100 Fb - Boise Cascade Roof Live Load: LL= Base Values Adiusted Bending Stress: Fb = 3100 psi Fb' = 3977 psi psf Cd=1.25 CF=1.03 TW = Shear Stress: Fv = 285 psi FV = 356 psi Total Uniform Load: Cd=1.25 312 Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp. -L to Grain: Fc -1= 750 psi Fc - -L'= 750 psi Controlling Moment: 7647 ft -Ib Tributary Width: 7.0 ft from left support 3.1 ft Created by combining all dead and live loads. WALL= Controlling Shear: 2185 lb Non -Snow Roof Loaded Area: At support. 123.2 off Created by combining all dead and live loads. Comparisons with required sections: Reo'd Provided Section Modulus: 23.07 in3 52.65 in3 Area (Shear): 9.2 int 33.25 in2 Moment of Inertia (deflection): 144.5 in4 250.07 in4 Moment: 7647 ft -Ib 17447 ft -Ib Shear: 2185 lb 78971b StruCalC 9.0 StruCalc Version 9.0.1.3 7/11/2016 12:08:00 PM L Side One: Adjusted Beam Length: Ladj = 14 Roof Live Load: LL= 17 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 5.7 ft Side Two: Total Uniform Load: WT= 312 Roof Live Load: LL = 17 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 3.1 ft Wall Load: WALL= 0 Non -Snow Roof Loaded Area: RLA = 123.2 off SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 14 It Beam Self Weight: BSW = 10 plf Beam Uniform Live Load: wL = 150 plf Beam Uniform Dead Load: wD_adj = 163 plf Total Uniform Load: WT= 312 plf Butte County Department of Development Services PLAN CHECK 7 County Center Drive, Oroville, CA 95965 Main Phone (530) 538-7601 Fox(530)539-7785 FLOOD PLAIN DECLARATION FORM NO DPC-04 I declare the market value of theJJ �proposed construction work under building permit application numbers lFl��edat the location of 116 /O/It0114 , A/C Assessor's Parcel Number:/%i��'3� D tOr the construction of an addition and/or remodel consisting of will not equal or exceed the definition of "Substontiallmprouemenr" as defined below. BUTTE I am aware the building site is located within special flood hazard area zone COUNTY Community Number. Map Panel, and Suffix dated and JUL 2 8 2016 may be at risk of flooding although I am not required to comply with flood plain DEVELOPMENT SERVICES management criteria. Prop Phone Print erty Otmcr:J3J�lr7 Z A7 Address;. /sic T�c. u/s gel Number: 2 'Substantial bnprovermenr is defined as follows: any reconstruction, rehabilitation, addition, or other proposed new development of a structure, the cost of which equals or exceeds fifty (50) percent of the market value of the structure before the "start of construction" of the improvement. The Substantial Improvement cost is cumulative and includes all improvements that are not listed below as being excepted and that have occurred within the proceeding five years. This term includes structures %Nhich have incurred "substantial damage'', regardless of the actual repair work performed. The term does not, however, include either: a. Anv project for improvement of a structure to correct existing violations or state or local health, sanitary, or safety code specifications which have been identified by the local code enforcement official and ublich are the minimum necessary to assure safe living conditions. or b. Any alteration of a "historic structure" provided that the alteration mill not preclude the structure's continued designation as a "historic structure." Note: If the improvement percentage, cumulative over the last 5 years, equals or exceeds 400% of the market value of the structure before the "start of construction" of the improvement, a certified appraisal shall be required to verify the proposed work will not constitute a substantial improvement Substantiallyimproved structures shall meet the minimum building standards of the National Flood Insurance Program & Butte County's Flood Plain Ordinance (BCC 26.21) Page 1 of 2 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Expiration Date: November 30, zu`10 (1) community official, (2) insurance agent/company, Copy all pages of this Elevation Certificate and all attachments for FOR INSURANCE COMPANY USE SECTION A - PROPERTY INFORMATION Policy Number: A1. Building Owner's Name Michael Orwitz A2. Building Street Address (including Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: 630 Pomona Avenue City Chico California 95928 A3. Property Description (Lot and IJIOCK IVw IUc[o, a •- _ APN: 004-520-023 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.)7AD Building Addition A5. Latitude/Longitude: Lat. 39N39N 42'5_ 9'_ _ Long. 121W 51'00 atum: ❑ NAD 1927 Q NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used tinsurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 246 _ sq It2b) Number of permanent flood openings in the crawlspace or enclosure(sP above adjacent gradec) Total net area of flood openings in A8.b 864 sq in O`U'N N DEVE-LOPMErN�T SERVICESd) Engineered flood openings? ❑ Yes ❑x No EVIEWED FO CODE CO PLIAN C A9. For a building with an attached garage: DATE_l__� ^1 BY a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No SECTION B -FLOOD INSUFWC CE RATE MAP (FIRM) INFORMATION B3. State B1. NFIP Community Name & Community Number 62. County Name California Butte City of Chico 060746 Effective! 64. Map/Panel 65. Suffix 86. DFIRate Index 67. FIRM Panel BS. Flood Zone(Zone AO, use Base Zone(s) B9 Flood Depth) Base Flood levation(s Number Revised Date AO Depth 1 foot 0600700505 E 01/06/2011 01/06/2011 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes E No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 1 of 6 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 630 Pomona Avenue City State ZIP Code Company NAIC Number Chico California 95928 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: x❑ Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, ARIA, AR/AE, AR/A1—A30, AR/AH, AR/A0. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: NIA Vertical Datum: N/A Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) N/A ❑ feet ❑ meters b) Top of the next higher floor N/A_ ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) NIA. ❑ feet ❑ meters d) Attached garage (top of slab) NIA. ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A, ❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) NIA. ❑ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) NIA. ❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. ❑ feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number Lauren J. McSwain 8754 D S 9 [r? Title Professional Land Surveyor "�.CiAIN Company Name Feeney Engineering & Surveying, Inc. * 61754 t{a� ere �4 Address PMB 301, 236 W. East Avenue, Suite A Ot: CpL�FO City State ZIP Code Chico California 95926 Sign atyr Date ^ Telephone 1/ ^11!511 q (530) 570-7174 Copy a pagei; ods Elevation',Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) Proposed to add 246 square feet to the existing house, demolish 462 sf giving a total of 1,200 square feet. Propose to add 2 additional vents to the existing house with a square inch area of 864 giving a total of 1,728 square inches of venting area overall. The values shown in section A and E are just for the building addition. 7 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 630 Pomona Avenue City State ZIP Code Company NAIC Number Chico California 95928 SECTION E— BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 10 ❑x feet ❑ meters ❑ above or ❑x below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0.85 ® feet ❑ meters x❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is 2. 2 ® feet ❑ meters Z above or ❑ below the HAG. E3. Attached garage (top of slab) is N/A. x❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is WA . Q feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Lauren J. McSwain Address City State ZIP Code PMB 301, 236 W. East Avenue, Sultk A Chico California 95926 Signatur j/ / Date --Y Telephone (530) 570-7174 Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7115) Replaces all previous editions. Form rage 3 or 6 BUTTE COUNIY APR 0 7 2017 DEVBLoPMEN''r SMViCES ,BI( -1(309 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR F r r. 7 County Center Drive Oroville, CA 95965 530.538.7601 Office �n 530.538.7785 Fax www.buttecountv.net www.buttecieneralplan.net aewe�oPverrr seRuaCes August 8, 2016 Ritchie Builders Inc. BUTTE 773 Portal Drive COUNTY Chico, CA 95973 APR 0 7 Z017 Assessor Parcel Number: 004-520-023 Building Permit Number: B16-1638 Plan Check #1 DEICES NT SERVICES E ERVVICE Description: Remodel Existing Residence and Add Living Room S Occupancy Classification: R-3 Construction Type: V -B Stories: 1 Fire Sprinklers: No Flood Zone: AO -1' per 06007CO505E F.I.R.M. dated January 6, 2011 Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two revised plan sets with your response. GENERAL COMMENTS: 1. Please provide a complete Scope of Work on the cover sheet of the plans with a brief description of the work to be performed. $e -f 5kft, I t STRUCTURAL COMMENTS: 1. Please referenceetail 4/3 on the roof plan to indicate where occurs. Sane !,00A Pk%r, s6*, Z- 2. Please specify top plate splices at new walls and wherepew top plates connect to existing top plates. Sae roo{ pto.1. 5v -e- 9/3_ FLOOD ZONE COMMENTS: The site is located in FEMA flood zone AO per FEMA Flood Insurance Rate Map (FIRM) number 06007C0505E. Please complete the enclosed Substantial Improvement Worksheet. If the value of the proposed improvements will exceed 50% of the market value of the existing structure then FEMA considers the work to be a substantial improvement. If the value of the proposed improvements exceeds 40% but less than 50% of the market value of the existing structure then a certified appraisal is required to verify the work is not a substantial improvement. If the work is determined to be a substantial improvement please provide the following: Opt 51�fi• I, Sed �(afi*; ��3 , Submit a revised FEMA Flood Elevation Certificate verifying the lowest floor of the finished structure is V-0" minimum above the level of the 100 -year flood elevation (2'-0" above the highest adjacent grade) in accordance with FEMA regulations and Butte County's Flood Hazard Prevention Ordinance (Butte County Code Chapter 26, Ordinance # 4041). Please also revise the total net area of flood openings to provide a minimum of 1 square inch of net flood opening for each 1 square foot of underfloor area. If the work is determined not to be a substantial improvement please provide the following: Submit a completed and signed Flood Plain Declaration form and Substantial Improvement Worksheet certifying the proposed work will not be a substantial improvement. Provide a certified appraisal as indicated above if the value of the proposed improvements will exceed 40% but less than 50% of the market value of the existing structure. Please also show flood openings on the plans. Provide a minimum of 1 square inch of net flood opening for each 1 square foot of underfloor area. 2. Please reference the flood elevation certificate on the plans and show all requirements including floor elevations, elevation of machinery or equipment, stem wall heights, flood resistant materials, flood venting, etc. on the plans. See WkA-, 3. Please show the flood vent locations required on the plans. See section A8 of the flood elevation certificate for the number and size of flood vents required. If flood vents will be installed in the concrete stemwalls, please detail reinforcement required around these openings. vclrrl5 `��1cuvYt oy� �dh - 14Y1 5 2 . S", d � 4. Please indicate the bottom of flood vent shall Abe no higher than 1 foot above grade per FEMA regulations. 'D� �1 pYovldtd d.e+ak\ 3. D The Department of evelopment Services is currently open to the public from 8:00 am to 4:00 pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to http://www.buttecounty.net/dds and clicking Building Permits Status. Scott Young Philo Hunt, P.E. Plans Examiner Plan Check Engineer 530.538.2875 530.538.2130 syoung@buttecounty.net phunt@buttecounty.net