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HomeMy WebLinkAboutB15-2934 000-000-000fee 0 0 Z E a� L1. < � L U 0 3 Q .Y >, m ao oU v V N 'O f— C m 'U Z 3 0 O o aM _ "� o `n W 'L 0 0 0 � m '" C Q W o 0 00 o L 0'0 V O = �m _W 0 m }— U m 0 m Q,>. E W m o C7 m� U 'v c' � 'c m �- o U N m r= �o Zw s m CO) .- J o -0 cN 0- U ca o w .0 < rn .c m LL O c �' m o U QUJ _ co 'II My m r� y CII> E y ,.. m m 3:q m Cl) Q om W - E m .0 o •� cc 0 0 -� mc cZ Q E C = U o C m U m y m LL ❑ o H C C7 �' p_ '> to m o O W 8 m •-9 m o c o o otCi L1Z U) ov{ C > ,, r co 0 m ED 0 C Xmvr0 �m LOl 3 vm`ca mN o C Itt �cZU +a. ECQ mm yC)oov .0 �Cm©a°E LL .c� v v r v _C E aU0zcoz _ = o- 1 L C V ~ Q ❑ ❑ ❑ ❑ ❑ 00 C0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILD CONSTRUCTION DEBRIS RECOVERY FINAL REPORT SERVICES -BUILDING Final inspection will not be scheduled until completed report submitted APN: Building Permit # Owner Name: Jobsite Address: Jobsite Contact: Company: MATERIAL Inert Material (Concrete. asphalt) Lumber Plant/Tree Debris Dry Wail Metal Cardboard Other: Other: Owner Phone: ( ) Project Type: n Construction -1 Demolition Submit completed form in person or by mail to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Jobsite Phone: ( ) Reuss I Recycle Disposal ACTUAL FACILITIESISERVICE PROVIDERS Tonna a Tonna Tonnage USED Total tons of material disposed of (not recycled or reused) Total tons of material not disposed (either recycled of reused) Percent recycled/reused % Please sign indicating that the above information is true and correct to the best of your knowledge: Applicant: (Owner or Contractor): Circle which Final Report returned with comments: (Initial) Date: Final Report approved: (Building Inspector) Date: Attach copies of weight receipts, gate tags, or other verifying information for all materials that were reused, recycled or disposed. Date: ��d m co 0 m co C rn m M Z C L O E .a O 1— N r'L .y 41 4r w � a � L � � U O •� 'L3 > C C � O 0 y O ,2 O U M� W 0 0 Z E a� L1. < � L U 0 3 Q .Y >, m ao oU v V N 'O f— C m 'U Z 3 0 O o aM _ "� o `n W 'L 0 0 0 � m '" C Q W o 0 00 o L 0'0 V O = �m _W 0 m }— U m 0 m Q,>. E W m o C7 m� U 'v c' � 'c m �- o U N m r= �o Zw s m CO) .- J o -0 cN 0- U ca o w .0 < rn .c m LL O c �' m o U QUJ _ co 'II My m r� y CII> E y ,.. m m 3:q m Cl) Q om W - E m .0 o •� cc 0 0 -� mc cZ Q E C = U o C m U m y m LL ❑ o H C C7 �' p_ '> to m o O W 8 m •-9 m o c o o otCi L1Z U) ov{ C > ,, r co 0 m ED 0 C Xmvr0 �m LOl 3 vm`ca mN o C Itt �cZU +a. ECQ mm yC)oov .0 �Cm©a°E LL .c� v v r v _C E aU0zcoz _ = o- 1 L C V ~ Q ❑ ❑ ❑ ❑ ❑ 00 C0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILD CONSTRUCTION DEBRIS RECOVERY FINAL REPORT SERVICES -BUILDING Final inspection will not be scheduled until completed report submitted APN: Building Permit # Owner Name: Jobsite Address: Jobsite Contact: Company: MATERIAL Inert Material (Concrete. asphalt) Lumber Plant/Tree Debris Dry Wail Metal Cardboard Other: Other: Owner Phone: ( ) Project Type: n Construction -1 Demolition Submit completed form in person or by mail to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Jobsite Phone: ( ) Reuss I Recycle Disposal ACTUAL FACILITIESISERVICE PROVIDERS Tonna a Tonna Tonnage USED Total tons of material disposed of (not recycled or reused) Total tons of material not disposed (either recycled of reused) Percent recycled/reused % Please sign indicating that the above information is true and correct to the best of your knowledge: Applicant: (Owner or Contractor): Circle which Final Report returned with comments: (Initial) Date: Final Report approved: (Building Inspector) Date: Attach copies of weight receipts, gate tags, or other verifying information for all materials that were reused, recycled or disposed. Date: ��d m co 0 m co C rn m M Z C L F* o- 0 MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS D 15TURS 1 NO LESS THAN ONE ACRE (5-10 THE BMP'S (BEST MANAGEMENT PRACTICES) L15TED BELOW MUST BE IN PLACE DURIN6 THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15) AND MAY BE REQUIRED AT OTHER TIMES BASED ON WEATHER AND SITE CONDITIONS THROUvHOUT THE YEAR, THE 5MP5 L15TED ARE MINIMUM REOUIRENIENT3 AND ADDITIONAL BMP'S COULD BE REQUIRED BASED ON SITE CONDITIONS. " I. 5TA51LIZED ENTRY, PROVIDE MINIMUM 5" TO 6" FRACTURED ROCK 50' LONG x 15' WIDE BY 6" DEEP OVER CON5TRUCTION 6RADE FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAY5 MU5T BE CLEANED ON A DAILY BA515. WHEN STREETS ARE WET OR DURINO A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. 5. HATTLE5 SHALL BE INSTALLED PROPERLY, BEHIND CURS OR SIDEWALKS. 4. ROCK 5A65 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. 5. INTERNAL. FILTERS SHALL BE PLACED IN510E EACH DRAIN INLET. 6. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS- -1. STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK OURS OR 51DEWALK. (5TRAW OR ER05ION BLANKETS MAY BE 1,15ED FOR TH15 APPLICATION 8. STABILIZE ALL 5LOPE5 WHERE ER05ION COULD OCCUR AND CAUSE SILT RUN OFF. (5TRAW, V156UEEN OR EROSION BLANKETS MAY BE USED FOR TH15 APPLICATION -01. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS 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 SIDEWALKS ANDA LEAST 50' FROM THE NEAREST STORM DRAIN. 11. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD 805, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS, ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF. 12. PROVIDE A DE516NATED AREA FOR CONCRETE WASHOUT. HAY BAILS LINED WITH VISQUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. 15. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PR06RAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR DMFS. �o v _ '-_ r PROPOSED LEACH FIELD PROPOSED 1500 GAL. SEPTIC, TAW 10' )^TIDE PRI\/ATE- UTILITY EASEMENT 50'-0" ACCESS EASEMENT BUTTE NO CONSTRUCTION IN EASEMENTS ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT -INCLUDING FOOTINGS, FOUNDATIONS, WALLS, EAVES AND ROOF MOM Gun mom MAU i PERMIT f3UTf[ COUNTY DEVELOPMENT SERVICE REVIEFOR COBj�/ E COMPLIANCE DATE- n/eFf6 __ ___ _.._ y--t-�=.�... T' oao i i PERMIT f3UTf[ COUNTY DEVELOPMENT SERVICE REVIEFOR COBj�/ E COMPLIANCE DATE- n/eFf6 __ ___ _.._ y--t-�=.�... T' oao 4 R _- k __ __ - i C ENERAL NOTES G-1 MISCELLANEOUS I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, V1515LE FROM STREETS. 2. FIRE SPRINKLER SYSTEM 15 REQUIRED PER ORO 8313.3 OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. CONCRETE I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 28 DAYS 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BAR5-TYPE N OR 40. ROUGH CARPENTRY I. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE AND FIRE STOPPING TO OUT OFF CONGEALED DRAFT OPEN I NGS AS REQU I RED BY CODES. 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE GRADES INDICATED OR BETTER (MPA GRADING RULES) UNLESS NOTED OTHERWISE. CONGEALED 4x BEAMS 4 POSTS ......................... NO. 2 EXPOSED 4x BEAMS 4 POSTS...............................NO. I (ox BMS $ POSTS ..... ........................................NO. I 2x JOISTS AND RAFTERS........................................NO. 2 STUD, SILLS, PLATES...................................................NO. 2 SILLS ON CONCRETE...................................................PTHF MISC. FRAMING NOT NOTED....................................NO. 2 3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL MEET THE REQUIREMENT5 OF THE U.S. PRODUCT STANDARDS PS 1-83. 4. NAILS AT PLYWOOD PANELS 5HALL HAVE 5/8" EDGE D I STANCE AND SHALL NOT PENETRATE FACE -PLY. 5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING SHALL BE LE55 THAN 12" IN LEAST DIRECTION. 6. FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED 7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO FOUNDATION. 8. PROVIDE FIRE BLOCKING IN CONGEALED SPACES VERTICALLY AND HORIZONTALLY IN ACGORDANGE w/ 2013 G.R.G. SECTION R302.11. Q. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZING COATED FASTENERS SHALL BE IN ACCORDANCE w/ A5TMA 153. 2013 G.R.G. SECTION R311.3. 10. BEARING WALL HDRS. SHALL BE 4x10 #2 OR 6x8 D.F. #1 MIN., TYP., U.O.N. 11. EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) Ibd (5�" x .135",P) MIN., TYP. PLUMBING I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 50. INCHES, MIN. 2. GAS FIRED WATER HEATER TANKSSHALL BE FASTENED TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (0516 OR EO) w/ MIN. 2" LONG #12 WOOD SCREWS ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. 5HOWER AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN (3) WATER CLOSETS. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 7. SHOWER AND TUB/SHWR WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE o/ A MOISTURE RE515TANT UNDERLAYMENT TO A HEIGHT OF 72" ABV. FINISH FLR. DRAIN INLET, PER ORO 8307.2 MECHAN I GAL I. DRYER DUCT TO BE MIN. 4" P TO THE OUTSIDE, EQUIPPED WITH A BACK -DRAFT DAMPER. 4"4) DUCT LENGTH IS LIMITED TO 14' WITH 2 ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED OR REQUIRED BY THE MANUFACTURE'S INSTALLATION INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. (SUBMIT REQUEST FOR MODIFICATIONS) 2. SINGLE-WALL METAL PIPE SHALL NOT BE USED AS A VENT IN DWELLINGS AND RESIDENTIAL OCCUPANCIES. SHEARV4ALL SCHEDULE: SYMBOL: SHEAR HALL: QV GDX PLYWD. OR OSB 6 w/ Sd'5 ® 6",12" O.G., Ibd SINKER SILL NAILS ® 8" O.G. 5/e" GDX PLYWD. OR 055 Q4 w/ 8d'5 ® 4", 12" O.G., w/ 4x STUDS ® ADJ. PANEL SPLICES, 16d SINKER SILL NAILS ® 5Y2" 0.0 Q5/6" GDX PLYWD. OR 055 W/ 8d'5 ® 5",12" O.G. w/ 4x STUDS ® ADJ. PANEL G SPLICES, Ibd SINKER SILL NAILS ® 42" O.G. '5/g" GDX PLYWD. OR 055 A:2 w/ Sd'S ®2", 12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES, Ibd SINKER SILL NAILS ® 2Y2" O.G. I. NAILS SHALL BE COMMON NAILS (2Y2"x.131"), TYP., U.O.N. 2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED. PRE -MFR: TRUSSES COMP. SHINGLES o/ 15# FELT o/ Y2" GDX OR OSB. N1 8d'5 ®6 ", 12" O.G. 38 INSUL. SEE ROOF PLAN Date: 01 26 -O By: 2Q' -3Y2" 23'-avy CD. BD. ® GLC. 5'-4" 8'-10" 111-511 17'--1Y2'� t, 15'-4Y2" ® WALLS 4,� '7'-8'• N -�� n 2x4 STUDS ® 16" O.G. M21, R-13 INSUL. o0 SEE FDN. PLAN-\ U %IR 2650 4050 FIX 2650 SH -IQ INSUL. � 6x6 POST W'• / GAP, 'm d IN fil � U 3�"xl2" 24F -V4 GLB. A P"1 "k''� COVERED� �� I7'N� 00 M co lZk z N 4016 XO w/ � N PATIO H. - O W H 5040 XO 7 -6 HD. HT. - - -- --- 5040 5H - O z_ V1 W W �I Cf) z TUB/R � � GONG. 3 "xl2" 24F -V4 6L6. H I SHWw/ aL I � I I � I ��7 w I.�'-2" �10 TILE I _ TILE WALLS Q' GLC. O - Oi H SHWR. O z L TRY I TILE STUD DIRECTLY di I I Q' N UNDER EACH TRUSS * No. C2 28 REN. � F C CLO. I GOSPER ® HATCHED WALLS 2122 Date SEPT. 2015 Scale D'a""n B T TILE i O � O 15-2I 13 6040 XO 3._8.. 41-011 Of = 16.0' Q TILE Ip I 3660 SH w/ 2'-O" FR68 MSTR. O i = N ' M St�O�' I I 15" VENTS - - N MIN. BATH BATH X Ll = = N NON- CONDITIONED O 1 I 3660 SH w/ � 3660 SH w/ Q GLC. 1L t- Q' CLO. CONCRETE yy 0 I I CLO. I BRK-S 15" VENTS 15 VENTS TILE O O d 246e%> 868 LINE I `ry 2468 - O I RAISED = `� MA51ER 2468 m I I 22"x30" i T i tV ATTIC ACCESS 1 <t BAR I FIREPLACE ZERO -CLEARANCE GAS d) BEDROOM Z O = O - O �J�'+� Q' GLC. - y��' I NON-COMBUSTIBLE HEARTH. CARPET -a O m 2868 . INSTALL PER MFR. SPEC,. tN I I G. w/ ( PROVIDE INSTALLATION ELEG. SELF GL5R. I OoS MANUAL ® 51TE ZERO -CLEARANCE GAS 11-e> 7'_811 3068 SUB -PANEL Y2 LITE I O I 1 FIREPLACE w/ NON-COMBUSTIBLE HEARTH. - - - - - - - - - - - = O Iro, 1INSTALL KITCHEN PROVIDEINSTALLATION PER MFR. SPEC.itI III -loll 14 -2 I DW I 1 L I V I I O MANUA 2468t- CARPET , m TILE I ROOM 2'-8" 2'-4" SHELVES I I' CLO. CARPET - - - - P 8 5 - - i I 2468 I d 2868 _ HOSE BIBS w/ OARAOE I r G.. B = ABLE ( �` O Q' GLC. FLOW -1 1411 TILE WALL5 m O A/C UNIT BACNON-K CONCRETE .t I P�1�TR _ �O cV H.B. PREVENTER, TYP. REF. d) LU 5'-4" V-2" O --- 2468 BATH .o O ' N NOTE: GARAGE 4 SHOP WALLS AND CLO. S'-0" 6'-8" 6040 G.O. w/ '-6" Q' GLC. m � FIN. TO BE MIN. Y2" GYP. BD. (� ' WD. GAP SILL - - - - _ TILE HDu� 2-2x4 22.5'1 5068 ARCH ILL O LINEN O In DEN ENTRY Q' CLO. P $ 5 5 OAS W.H. w/ P.T. VALVE 4 DISCHARGE TO = CARPET - - - - - 0.5. POINTING DOWN 4 TERMINATING 6"-24" I Q' CLO. Q' CLO. cV FROM GROUND, ATOP +18" PLATFORM w/ = HDWD. HDWD. 2668 2668 PR. 3068 SEISMIC 5TRAP5 TOP AND BOTTOM I 2068 P 4 5 - ( 2668 P � 5 �� +OG`� NH ry tK �O,J�,'�+ PR. 2468 3068 BEDROOM 2 2 N�`' 16080 GAR. DR. 2050 N0�2 S.G. 4.A(O 4x6 S 711 2050 SH - Q' CLO. p ],� 5�"x13 " 24F -V4 GLB. � SH ry CARPET - U 5.0' w/ DBL. TRIMMERS oJry+�` 5.5' �ryry 5050 FIX I H.B. lo„ cV 1 6'-4" 3'-0" 5'-10" '-IOY2" 200 AMP., 2'-O" 6'-O" 2'-0" 7'-2" - Q O i, 3 -WIRE ELEG.lo MAIN BEDROOM 3 O wi 6x6 �00 6x8 o 6x8 Ix CARPET o GOYR'D FORCH 0i' GLC. H.B 41- - 5050 XO(3 3\_ GONG. 3.3' 3.8' 5050 XO 6'-4" 26'-0" 151-011 13'-0" 12'-0" q1-411 78'-4" le PRE -MFR: TRUSSES COMP. SHINGLES o/ 15# FELT o/ Y2" GDX OR OSB. N1 8d'5 ®6 ", 12" O.G. 38 INSUL. SEE ROOF PLAN I V EGT I O 1 1 A-1 1/4" 1'-0" I FLOOR PLAN 1/4" = 1'-0" PERMIT # 8�S- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE �lQ� DATE Complete construction Post Debris Recovery final report documentation and V.O.C. Compliance Certification submit to Building NORTH Revision: Date: By: 5/B" GYP. BD. OR Y2" CD. BD. ® GLC. Y2" GYP. BD. t, ® WALLS 4,� N -�� n 2x4 STUDS ® 16" O.G. R-13 INSUL. o0 SEE FDN. PLAN-\ U %IR -IQ INSUL. � d IN I V EGT I O 1 1 A-1 1/4" 1'-0" I FLOOR PLAN 1/4" = 1'-0" PERMIT # 8�S- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE �lQ� DATE Complete construction Post Debris Recovery final report documentation and V.O.C. Compliance Certification submit to Building NORTH Revision: Date: By: t, 4,� N n o0 .Q � d IN fil � U P"1 0 M ' 4 00 M co W � O W H Q V1 W W �I Cf) z r0 v H O �r, W w 0 O H W W z di AACy��F C� * No. C2 28 REN. � F C GOSPER 2122 Date SEPT. 2015 Scale D'a""n GAS Job 15-2I 13 Sheet Of Sheets �l 2 CL M M co ei O N e -I N s 0 LEFT r= Lr=1/ATION 1/8" = 1'-0" GEMENT BD. - LAP SIDING FRONT ONLY Ix4 TRIM CORNERS, DR5, 8 WDW5 COMP. -', SHINGLES ROOF NOTF.S: I. ROOF FRAMING SHALL BE: PRE -MFR TRUSSES ® 24" O.G. TYP. U.O.N. 2. ROOF PITCH SHALL BE: 6:12 PITCH 5. ROOF O.H. SHALL BE: 1'-6" ® ALL G.E. 2'-0" ® 6:12 PITCH 4. ROOF COVERING SHALL BE: COMP. SHINGLES o/ 15# FELT o/ y2" C1DX OR OSB. w/ 8d'S ®6", 12" O.G. 5. REQUIRED ATTIC VENTILATION: 5506 / 500 = 11.02 50. FT. OF NET FREE AREA VENTILATION REQUIRED. • LOW VENTING: PROVIDE (16) 3y2"x=%" SAVE VENT5 ® .55 50. FT. EACH. TOTAL LOW VENTING PROVIDED: 5.61 50. FT. OF NET FREE AREA • HIGH VENTING (LOCATED MAX. 5' VERTICAL BELOW RIDGE): PROVIDE MIN. 45' CONT. RIDGE VENT ® 0.125 SQ. FT. PER FT. TOTAL HIGH VENTING PROVIDED: 5.62 50. FT. OF NET FREE AREA. 6. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SWITCH ® ACCESS HOLE. PROVIDE IIOV SERVICE OUTLET ® UNIT. PROVIDE 24" WIDE CATWALK FROM ACCESS HOLE TO 50" SQ. x 50" HIGi-I CLEAR MAINTENANCE PLATFORM ® UNIT. NOTE: ROOF SHEATHING AND ATT I G CABLE END WALLS SHALL BE "TECH SHIELD" RADIANT—BARRIER OR EQ. ROOF NOTE: THE ENTIRE PERIMETER OF THE ROOF DIAPHRAGM SHALL BE ATTACHED TO THE BEAMS AND/OR TOP PL.'5 PER DETAILS 5/5 4 6/5, TYP., U.O.N. ADDITIONAL FASTENERS MAY BE REQUIRED WHERE NOTED. ----I ATTIC, MTD. F.A.U.; SEE NOTE 6 ROOF NOTES, SEE DETAIL ,7 3 u n 4.OK DRAG TRU55 —� H2.5T CLIP CD ALL TRU55 TO BEARING WALL CONNECTIONS, TYP.� s �L ROOF PLAN I/8" = I' -o" REAR ELE\/AT I ON 1/5" = 1'-0" W ZONAL RAIILNG FRONT ELEVATION 1/4" = I' -o" "x24" G.E. VENT, TYP. 2x BARGES w/ ix5 TRIM, TYP. \ ® GABLE ENDS PROVIDE SOLID BEARING UNDER GIRDER TRUSSES. WHERE MULTIPLE STUDS ARE REQUIRED, FACE NAIL STUD5 TOGETHER w/ 16d SINKERS ® 6" O.G., TYP.--\ IAK DRAG TRU55 O 6: I2 GIRDER TRU55 \ 6:12 7i -- (4) H2.5T CLIPS ® EA. END OF GIRDER TRUSS 3 TO 4x6 POST, TYP. EA. END SIDING 2 -GOAT STUCCO o/ I" FOAM o/ (2) 4" GLR. TO EARTH LAYERS GRADE D BLDG. PAPER OR RETURN EQ. PER 'WESTERN I -KOTE'5Y5TEM OR AND 2" TO GONG. EQ. (ER 552) ® SIDES 4 REAR FOR WEEP SCREED R 1 C HT ELEVATION I/8" = I' -o" 2x8 TRIM N/7' FLASHING o/, TYP. PERMIT # QUTTE COUNTY DEVELOPMENT SERVICES CODE REVIEWED FOR C MPLIANCE BYkA Revision: Date: By: vlN It - 4 4 14 I�1 U N o u u Q ^/ u Qj on O >- o � M+1 0 a aA ' ` M CYJ W � O W � Q W� z wo O � �o� �0P-,Q w W z W � o AAA. cAloo * No. 212 3 N� R . 7/ GOSPER 2122 Date SEPT. 2015 Scale Drawn G /A r,, Job 15-2113 Sheet a M N e -i M M Of Sheets W O N a i P.T. SILL W/ Y2 " DIA. x 12" A.B. ® 6 O.G. AND 12" MAX. FROM ENDS W/ I — STORY FOOT I NO F -I 6" x 6" MIN. PLYWD. GUSSETS EA. SIDE w/ (3) &d'5 EA. TO POST OIRDER—'\ NAT. GRADE SEE FOUNDATION PLAN FOR FRAMING SIZES z L- - ai a N t1Q d 4x4 POST TOE -NAIL TO REDWD. BLOCK w/ (3) 5d'5 MIN. PRECAST GONG. PIER 2" EMBEDMENT _. as L 24" 50. L PIER FOOTINO P.T. 51 LL W/ Y2 " DIA. x 12" A.B. ® 6' O.G. AND 12" MAX. FROM END5 W/ • 3"x3"x.229" PLATE WASHERS, TYP. GONG. SLAB, 5EE FOUNDATION PLAN ....����mnn��llllllllllllll� 1110 #4 TOP BOTTOM m OARAOE FOOT I N5 GIRDER TRU55 �— MIN. 3'-0" LONG 0516 STRAP w/ MIN. (13) 5d'5 EA. END (SKEWED AS SHOWN, IF NECESSARY) PLAN \Y/IF-kq TRU55, NAIL ROOF PLY TO TOP CHORD W/ ad's ® 6" O.G. DOUBLE 2x TOP PLATE 18" C516 STRAP w/ (13) Sd'S MIN. . EA. END—\ 2x STUDS ® 16" 0 TRUSS STRAP 5-4 ROOF PLY. 50LID BLOGKI 5HEARPLY; SEE PLAN A55 ® 4'-0" O.G., TYPjj� U.O.N. E E.N '—I" MIN. AIR ' 5PAGE TO OINSULATION VENTS H2.5T CLIP ® EA. TRUSS, (1) EA. SIDE ® MULTI -PLY TRUSSES, TYP. EAVE DETA I L FA5G I A, 5EE ELEVATION ROOF PLY E.N. 51DINO O.E. TRU55 5HEARPLY, 5EE PLAN - E.N. E.N. E.N. A55 ® 4'-0" O.G., TYP., U.O.N. 6ABL E END R-12 F.A.U. IVB" x IVB" ANGLE w/ NUTS AND WASHER, 7YP.- -5/B" D I A. THREADED ROD IVB" x IVB" ANGLE w/ (2) Y4" x 2" LONG LAO BOLTS INTO TOP CHORD OF TRU55, TYP. 4�0 SEISMIC RESTRAINTS (4) DIRECTIONS F.A.U. MOUNTING AO -5 3/4" ROOF PLY DRAO TRUSS FOUNDATION PLAN 1/4" = I' -o" PERMIT# BUTTE COUNTY pEyELOPMENT SERVICES REVIEWED FOR COD COMPLIANCE DATE 3 a� ,6 BY�_�_ FOUNDATION NOTES: I. PROVIDE I5"x24" MIN., SCREENED U.F. ACCESS 2. UNDER FLOOR VENTING: 2042 /150 = 13.6 S.F. OF NET FREE AREA. PROVIDE (1) 15"x24" CRAWL HOLE ® I.6 50. FT. PROVIDE (40) 5Y2"x14v2" UNDER FLOOR VENTS 0.3 50. FT. EACH. TOTAL UNDER FLOOR VENTING PROVIDED: 13.6 50. FT. PROVIDE A VENT 3' FROM EACH CORNER. 3. GROUND IMMEDIATELY ADJACENT ` TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING ti. AT A SLOPE OF NOT LESS THAN 6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2013 GRG SECTION R401.3 Revision: Date: By: DRAG TRU55 SEE ROOF PLAN FOR A35 SPAG I NO LOCATIONS E.N. 5HEARPLY, SEE PLAN DRAO TRUSS FOUNDATION PLAN 1/4" = I' -o" PERMIT# BUTTE COUNTY pEyELOPMENT SERVICES REVIEWED FOR COD COMPLIANCE DATE 3 a� ,6 BY�_�_ FOUNDATION NOTES: I. PROVIDE I5"x24" MIN., SCREENED U.F. ACCESS 2. UNDER FLOOR VENTING: 2042 /150 = 13.6 S.F. OF NET FREE AREA. PROVIDE (1) 15"x24" CRAWL HOLE ® I.6 50. FT. PROVIDE (40) 5Y2"x14v2" UNDER FLOOR VENTS 0.3 50. FT. EACH. TOTAL UNDER FLOOR VENTING PROVIDED: 13.6 50. FT. PROVIDE A VENT 3' FROM EACH CORNER. 3. GROUND IMMEDIATELY ADJACENT ` TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING ti. AT A SLOPE OF NOT LESS THAN 6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2013 GRG SECTION R401.3 Revision: Date: By: N n H CN 00W M ++ Q� E a, MSI U a s� U u` O Wo FSI � ' ` ao M co W � O ^W H Q rHnn V1 W U) W� z W O O E C-1 O � W � O � �OE­­lr� W z W AC ?'y ol �r No. C21 /17 /IQ 0(005PER 2122 Date SEPT. 2015 Scale Drawn OAS S Job I ��-2 Sheet 6 Of Sheets 0 1� BASELINE WATER USE - 5 BEDROOM RE51 DENOE FIXTURE TYPE FLOW RATE m) ( �3 DURATION KITCHEN LIGHTING SCHEDULE: �W OCCUPANTS $T GALLONS PER DAY 5HOWERHEAD5 (RESIDENTIAL) A B LUMINAIRE TYPE: HIGH EFFICACY: WATTS: QUANTITY: HIGH EFFICACY ,WATTS: OTHER WATTS: COMPACT FLUOR. YES 26 4 104 4' FLUOR. TUBE YES 52 1 52 2' FLUOR. TUBE YES 17 2 54 = 6.6 KITCHEN FAUCETS TOTAL (A): 170 TOTAL (B): 0 COMPLIES IF A >/= B YES X NO x I x 4 = 55.2 BASELINE WATER USE - 5 BEDROOM RE51 DENOE FIXTURE TYPE FLOW RATE m) ( �3 DURATION $D DAILY USES �W OCCUPANTS $T GALLONS PER DAY 5HOWERHEAD5 (RESIDENTIAL) 2.5 x 8 MIN. x I x 4 = 80 LAV. FAUCETS (RESIDENTIAL) 2.2 x .25 MIN. x 5 x 4 = 6.6 KITCHEN FAUCETS 2.2 x 4 MIN. x I x 4 = 55.2 GRAVITY TANK -TYPE W.C.'s 1 1.28 lxl I FLUSH x 3 x 4 = 15.36 TOTAL BASELINE WATER USE (BWU) =151.16 Imo'' 141 (13M) x .80 = ALLOWABLE WATER USE = 112.8 REQUIRED 20% REDUCTION IN BASELINE WATER USE CALCULATION TABLE FIXTURE TYPE FLOW RATE �3 DURATION $D USES �W OCCUPANTS $T PER DAY SHOWERHEAD5 (RESIDENTIAL) 1.85 x 8 MIN. x I x 4 = ".2 LAV. FAUCETS (RESIDENTIAL) 2.0 x .25 MIN. x 5 x 4 = 6 KITCHEN FAUCETS 1.5 x 4 MIN. x I x 4 = 24 GRAVITY TANK -TYPE N.C.'s 1.2.5 x I FLUSH x 5 x 4 = 1a.2 ALLOWABLE DAILY WATER USE: 112.8 GALLONS PROPOSED DAILY WATER USE: 004.56 GALLONS NOTE: 5EE WATER EFFICIENCY AND CONSERVATION SECTION AT CALGREEN NATER NEATER MANDATORY FEATURE5 WATER HEATING SYSTEMS U51NO OAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 5 FEET FROM THE WATER HEATER AND ACCE551BLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED 5. A CONDENSATE DRAIN THAT 15 NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP A5515TANCE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. VENTILATION REQUIREMENTS I. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN H/ A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 5"cD SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 50 CFM. B. THE NOISE RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 4"d) SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANO MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 50%. 2015 CSB50 SECTION 4.506. 5. WHOLE - BUILDING VENTILATION: SEE GFIR FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE 70 CFM. MIN. w/ A MAXIMUM NOI5E RATING OF I SONE. THE SWITCH SHALL BE LABELED "VENTILATION CONTROL." ELECTRICAL NOTF-5= I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE G I RGU I TO SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 d 20 AMP BRANCH CIRCUITS 5UPPLYIN0 OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 5. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, 51NOLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE L15TEP TAMPER RE515TANT RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN blbs OR EXCEEDS Ibin. IN ANY DIMEN51ON SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 2015 CEO SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED A5 THE SOLE SUPPORT FOR CEILING FANS PER 2015 SECTION 314.27 (a 4 d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR. a TV OUTLET PHONE OUTLET e TV/PHONE OUTLET VP SUITABLE FOR DAMP LOCATION -[-- FUEL GAS OUTLET ELECTRICAL 5YMBOL5 -}- SINGLE POLE SWITCH �3 THREE WAY SWITCH $D DIMMER SWITCH �W DIMMER/344AY SWITCH $T TIMER SWITCH E) OCCUPANCY 5EN5OR DUPLEX RECEPT. MINI RECESSED GLC. FIXT. 220 VOLT OUTLET DUPLEX SPLIT WIRED QUAD. RECEPT. D� FLOOR OUTLET a TV OUTLET PHONE OUTLET e TV/PHONE OUTLET VP SUITABLE FOR DAMP LOCATION -[-- FUEL GAS OUTLET ELECTRICAL 5YMBOL5 -}- GLC. MTD. FIXT. GEILIN5 FAN w/ LIGHT O FLUORESCENT GLC. MTD. FIXT. LED GLS. MTD. FIXT. MINI RECESSED GLC. FIXT. CEILING FAN NO LIGHT RECE55ED 01-5. FIXT. UNDER CABINET D� ELEG. D I5CONNECT -� FLUORESCENT LIGHTING ELEG. BALLAST, n FLUORE50ENT ® AIR -TIGHT, IG RATED [:!:Z ;:1 FLUORESCENT FIXTURE W FLUORESCENT �- TRACK FIXTURE RECESSED GLC. FIXT. SIGNAL PUSH BUTTON "ALL LIGHTING FIXTURES SHALL BE A55UMED INCANDESCENT U.O.N. AS LED OR FLUORESCENT. ELECTRICAL FLAN I/4" = I'-0" COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 250 REQUIREMENTS FOR GROUNDING AND BONDING COMPLY WITH CALIFORNIA ELECTRICAL CODE -for wiring methods- secure conductors and conduit per all applicable requirements as required by the 2013 CEC for the specific method of wiring PERMIT# 61S - BUTTE COUN7yupEV/EL�OPyIT COpEVIEVVED FOR sERv►cES qr '� /E C/OMPLIANCE Revision: Date: LED O PUCK LI5HT RECESSED GLC. FIXT. -�- MINI RECESSED GLC. FIXT. PANEL BOARD D� ELEG. D I5CONNECT -}- WALL MTD. FIXTURE n FLUORE50ENT ® 110 v. SMOKE DETECTOR �n 4 WALL MTD. FIXTURE W � �- TRACK FIXTURE EXHAUST FAN ++ cu WHOLE HOUSE VACUUM PENDANT LI5HT CONNECTION SCONCE FIXTURE OGM IIOv CARBON MONOXIDE d� Imo'' ALARM w/ BATTERY U MINI SCONCE FIXTURE BACKUP / MOTION-ACTIVATEDy(_ SECURITY LIGHT _ r -. AUTOMATIC OARAOE DOOR OPENER LISTED IN (- - ACCORDANCE w/ UL 525 "ALL LIGHTING FIXTURES SHALL BE A55UMED INCANDESCENT U.O.N. AS LED OR FLUORESCENT. ELECTRICAL FLAN I/4" = I'-0" COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 250 REQUIREMENTS FOR GROUNDING AND BONDING COMPLY WITH CALIFORNIA ELECTRICAL CODE -for wiring methods- secure conductors and conduit per all applicable requirements as required by the 2013 CEC for the specific method of wiring PERMIT# 61S - BUTTE COUN7yupEV/EL�OPyIT COpEVIEVVED FOR sERv►cES qr '� /E C/OMPLIANCE Revision: Date: By: N n H �n 4 W � � M ++ cu d� Imo'' U � U"� M ' ` 00 M W � O W ^ Q W Q.l z W O r(D v E oWw F:) o F, W � W '4 SG° AA cZ * NO.0 83 Q 7/1 GOSPER 2122 Date SEPT. 2015 Scale Drawn GAS Job I�-2113 Sheet 4 Of Sheets n a N M e4 M M O O N e�l N 1 TITLE 24 MANIi )ATORY MEASURES 6-7 BUILDING ENVELOPE MEASURES I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR LEAKAGE. 2. FENESTRATION PRODUCTS (EXCEPT FIELD -FABRICATED WINDOWS) SHALL HAVE A LABEL L15TINO THE CERTIFIED U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHOC), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF §I0-111(0). 5. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED. 4. INSULATION SPECIFIED OR INSTALLED SHALL MEET STANDARDS FOR INSULATING MATERIAL. INDICATE TYPE AND INCLUDE ON GF -6R FORM. 5. THE THERMAL EMITTANCE AND SOLAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENTS OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF 15 SPECIFIED ON THE GF -IR FORM 6. A RADIANT BARRIER SHALL HAVE AN EMITTANCE OF 0.05 OR LE55 WHEN THE INSTALLATION OF A RADIANT BARRIER IS SPECIFIED ON THE CFIR. 1. LOOSE FILL INSULATION SHALL CONFORM WITH MANUFACTURER'S INSTALLED DE51ON LABELED R -VALUE F I REPLACES, DECORATIVE GAS APPLIANCES AND GAS LOG MEASURES I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A CLOSABLE METAL OR OLA55 DOOR COVERING THE ENTIRE OPENING OF THE FIREBOX. 2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH 15 AT LEAST 51X SQUARE INCHES IN AREA AND 15 EQUIPPED w/ A READILY ACCESSIBLE, OPERABLE, AND TIGHT -FITTING DAMPER AND OR A COMBUSTION -AIR CONTROL DEVICE. 5. MASONRY OR FACTORY -BUILT FIREPLACES HAVE A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. 4. CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. SPACE GOND I TI ON I NO , WATER HEATING AND PLUMB I NO SYSTEM MEASURES I. HVAC EQUIPMENT, WATER HEATERS, SHONERHEADS, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION. 2. HATER HEATER RECIRCULATION LOOPS SERVING MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION REQUIREMENTS. 5. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL OAS: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES w/OUT AN ELECTRICAL SUPPLY VOLTAGE CONNECTION w/ PILOT LIGHT5 THAT CONSUME LE55 THAN 150 Btu/hr ARE EXEMPT)„ AND POOL AND SPA HEATERS. 4. HEATING AND/OR GOOLI N6 LOADS SHALL BE CALCULATED IN ACCORDANCE w/ ASHRAE, SMAGNA OR ALGA. 5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDENSING UNITS SHALL HAVE A CLEARANCE OF AT LEAST 5' FROM THE OUTLET OF ANY DRYER VENT. 6. HEATING SYSTEMS SHALL BE EQUIPPED w/ THERMOSTATS THAT MEET THE SETBACK REQUIREMENTS OF SECTION 1102(0). 1. STORAGE OAS HATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAPPED H/ INSULATION HAVING AN INSTALLED THERMAL RE515TANCE OF R-12 OR GREATER. 6. UNFIRED HOT HATER TANKS, SUCH AS STORAGE TANKS AND BACKUP 5TORAOE TANKS FOR SOLAR HATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL INSULATION R -VALUE 15 INDICATED ON THE EXTERIOR OF THE TANK. 41. FIRST 5 FT. OF HOT AND GOLD NATER PIPES CLOSEST TO HATER HEATER TANK, ALL PIPING HITH A NOMINAL DIAMETER OF 4" OR LARGER, ALL PIPING ASSOCIATED w/ A DOMESTIC HOT HATER RECIRCULATION SYSTEM REGARDLESS OF THE PIPE DIAMETER, PIPING FROM THE HEATING SOURCE TO STORAGE TANKS, PIPING BURIED BELOW GRADE, AND ALL HOT HATER PIPES FROM, THE HEATING SOURCE TO KITCHEN FIXTURES MUST BE INSULATED AGCORDIN6 TO THE REQUIREMENTS TABLE 120.3-A. 10. ALL DOMESTIC, HOT HATER PIPES THAT ARE BURIED BELOW GRADE MUST BE INSTALLED INA HATER PROOF AND NON -CRUSHABLE CASINO OR SLEEVE THAT ALLOWS FOR INSTALLATION, REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION. 11. PIPE FOR COOLING SYSTEM LINES SHALL BE INSULATED AS SPECIFIED IN §150.0(j)2A. PIPINI6 INSULATION FOR STEAM AND HYDRONIG HEATING SYSTEMS OR HOT HATER SYSTEMS WITH PRESSURE >15 p519 SHALL MEET THE REQUIREMENTS IN TABLE 120.3-A. 12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND HIND. 15. INSULATION EXPOSED TO HEATHER SHALL EITHER BE RATED FOR OUTDOOR USE OR INSTALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE. 14. INSULATION FOR CHILLED HATER PIPING AND REFRIGERANT SUCTION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE ENCLOSED ENTIRELY IN CONDITIONED SPACE. 15. 5Y5TEM5 U51NO 6A5 OR PROPANE HATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRICAL RECEPTACLE NITHIN 3' OF THE NATER HEATER; A GATE60RY III OR IV VENT, OR A TYPE B VENT HITH A STRAIGHT PIPE BETHEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE HATER HEATER 15 INSTALLED; A CONDENSATE DRAIN THAT 15 NOT MORE THAT 2" HIGHER THAT THE BASE OF THE INSTALLED HATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 16. RECIRCULATING LOOPS SERVING MULTIPLE DWELLING UNITS SHALL MEET THE REQUIREMENTS, OF §110.5(c)5 17. 50LAR HATER -HEATING SYSTEMS AND COLLECTORS SHALL BE CERTIFIED AND RATED BY THE SOLAR RATINGS AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED BY THE EXECUTIVE DIRECTOR. DUCTS AND FAN MEASURES: I. ALL AIR -DISTRIBUTION SYSTEM DUGT5 AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENTS OF GMC SECTIONS 601, 602, 605, 604, 605 AND ANSI/SMACNA-006-2006 HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 3rd ADDITION. SUPPLY -AIR AND RETURN -AIR DUGT5 AND PLENUMS ARE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-6.0 OR ENCLOSED ENTIRELY IN CONDITIONED SPACE AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC, TESTING. CONNECTIONS OF METALS DUCTS AND INNER GORE OF FLEXIBLE DUCTS ARE MECHANICALLY FASTENED. OPENINGS SHALL BE SEALED w/ MASTIC, TAPE OR OTHER DUCT -CLOSURE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENTS OF UL -161, UL I&IA, OR UL I&IB OR AEROSOL SEALANT THAT MEETS THE REQUIREMENTS OF UL -725. IF MASTIC OR TAPE 15 USED TO SEAL OPENINGS GREATER THAN Y4 INCH, THE COMBINATION OF MASTIC AND EITHER MESH OR TAPE SHALL BE USED. 2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR CONSTRUCTED w/ MATERIALS OTHER THAN SEALED SHEET METAL, DUCT BOARD OR FLEXIBLE DUCT SHALL NOT BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND SUPPORT tPLATFORM5 MAY CONTAIN DUCTS. DUGT5 INSTALLED IN CAVITIES AND SUPPORT PLATFORMS SHALL NOT BE COMPRESSED TO CAUSE REDUCTIONS IN THE CRO55-SECTIONAL AREA OF THE DUCTS. 5. FACTOR FABRICATED DUCT 5Y5TEM5 SHALL COMPLY w/ SPECIFIED FOR DUCT CONSTRUCTION, AND CL05URE5; JOINTS AND 5EAM5 OF DUCT SYSTEMS AND THEIR COMPONENTS SHALL NOT BE SEALED w/ CLOTH BACK RUBBER ADHESIVE DUCT TAPES UNLESS SUCH TAPE 15 USED IN COMBINATION w/ MASTIC AND DRAW BONDS. 4. FIELD FABRICATED DUCT SYSTEMS SHALL COMPLY w/ REQUIREMENTS FOR DUCT CONSTRUCTION, GONNEGTION5, AND CLOSURES, AND OTHER REQUIREMENTS SPECIFIED FOR DUCT CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING. 5. ALL FAN SYSTEMS THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUTSIDE SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS. 6. GRAVITY VENTILATING SYSTEMS SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND OUTLET AIR OPENINGS AND ELEVATOR SHAFT VENTS. 7. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND HIND, BUT NOT LIMITED TO THE FOLLOWING; INSULATION EXF05ED TO HEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT 15 HATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. 6. FLEXIBLE DUGT5 CANNOT HAVE POROUS INNER GORES. Q. HHEN SPACE GO R N OCCUPIABLE SPACE DUCTS SHALL NDITIONIN6 SYSTEMS USE FORGED AIR SYSTEMS TO SUPPLY CONDITIONED AI TO L , THE D G 5 H LL BE SEALED AND DUCT LEAKAGE TESTED, AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE RESIDENTIAL APPENDIX RA5. 10. MECHANICAL SYSTEMS THAT SUPPLY AIR TO AN OCCUPIABLE SPACE THROUGH DUCTWORK EXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THE REQUIREMENTS OF §150.0(m)12. II. SPACE CONDITIONING 5Y5TEM5 THAT UTILIZE FORGED AIR DUGT5 TO SUPPLY COOLING TO AN OCCUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC PRESSURE PROBE (H5PP), OR A PERMANENTLY INSTALLED STATIC, PRESSURE PROBE (P5PP) IN THE SUPPLY PLENUM. THE SPACE CONDITIONING SYSTEM MUST ALSO DEMONSTRATE AIRFLOW 5 0.55 H/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA5. 12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLING SYSTEMS SHALL BE CAPABLE OF SIMULTANEOUSLY DELIVERING, IN EVERY ZONAL CONTROL MODE, AND AIRFLOW FROM THE D1,^ELLIN6, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DHELLIN6, OF 5 350 CFM PER TON OF NOMINAL COOLING CAPACITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN EFFICACY OF 50.56 I -/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE HITH REFERENCE APPENDIX RA5. 15. ALL DNELLING UNITS SHALL MEET THE REQUIREMENTS OF A5HRAE STANDARD 622. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEMS ARE PERMISSIBLE METHOD OF PROVIDING THE HHOLE BUILDING VENTILATION. 14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFICATICN AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA5.YAH RE51 DENTI AL L 1 OHTI NC MEASURES: I. INSTALLED LUMINARIES SHALL BE CLASSIFIED AS HIGH -EFFICACY OR LOW-EFFIGAGY FOR GOMPLIANGE WITH §150.0(k) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.05, A5 APPLICABLE. 2. WHEN A HIGH EFFICACY AND LOH EFFICACY LIGHTING SYSTEM ARE COMBINED IN A SINGLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF §150.00. 5. THE HATTAOE AND CLASSIFICATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §150.0(c). IN RESIDENTIAL KITCHENS, THE WATTAGE OF ELECTRICAL BOXES FINISHED w/ A BLANK COVER OR WHERE NO ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, AND WHERE THE ELECTRICAL BOX CAN BE USED FOR A LUMINAIRE OR A SURFACE MOUNTED CEILING FAN, SHALL BE CALCULATED AS 150 HATTS OR LON EFFICACY LIGHTING PER ELECTRICAL BOX. 4. BALLASTS FOR FLUORESCENT LAMPS RATED 15 NATT5 OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. 5. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR EXHAUST FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATTS OF POKER PER LUMINAIRE OR EXHAUST FAN AS DETERMINED IN ACCORDANCE w/ §150.0(c). NIGHT LIGHT5 DO NOT NEED TO BE CONTROLLED BY VACANCY SENSORS. 6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENTS OF §150.0(k) 1. HIGH EFFICACY LUMINIAIRE5 MUST BE SWITCHED SEPARATELY FROM LON EFFICACY LUMINAIRES. 6. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. 01. LUMINAIRES SHALL BE 5HITGHED w/ READILY ACCESSIBLE CONTROLS THAT PERMIT THE LIM'INAIRES TO BE MANUALLY 5HITGHED ON AND OFF. 10. NO CONTROL SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY w/ §150.0(k). II. LIGHTING CONTROLS COMPLY w/ APPLICABLE REQUIREMENTS OF §110.x. 12. AN ENERGY MANAGEMENT CONTROL SYSTEM (EM05) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENTS IF; IT FUNCTIONS A5 A VACANCY SENSOR. 15. A MULTISCENE PR06RAMMABLE CONTROLLER MAY BE USED w/ DIMMER REQUIREMENTS IF IT PROVIDES THE FUNCTIONALITY OF A DIMMER. 14. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS SHALL BE HIGH EFFICACY. 15. KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN THE KITCHEN EXCEPT INTERNAL LIGHTING IN CABINETS THAT ILLUMINATE ONLY THE INSIDE OF CABINETS. LIGHTING IN AREAS ADJACENT TO THE KITCHEN, INCLUDING BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIGHTING IF THEY ARE NOT SEPARATELY 5HITGHED FROM THE KITCHEN LIGHTING. 16. PERMANENTLY INSTALLED LIGHTING THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 HATTS OF PONER PER LINEAR FOOT OF ILLUMINATED CABINET. 17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY SENSOR. 16. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED 6ARAGE5, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS. lel. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES, OR CONTROLLED BY EITHER DIMMERS OR VACANCY SENSORS. 20.LUMINAIRE5 RECESSED INTO INSULATED CEILIN55 SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED TE5TING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIRTIGHT NIT AIR LEAKAGE LESS THEN 2.0617M AT 75 PASCALS HHEN TESTED IN ACCORDANCE WITH ASTM E255; AND BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING. FOR RECESSED COMPACT FLUORE50ENT LUMINAIRES w/ BALLASTS TO QUALIFY A5 H16H EFFICACY. 21. LUMINAIRES PROVIDING OUTDOOR L16HTIN6, INGLUDIN6 LIGHTING FOR PRIVATE PATIOS IN LOW-R15E RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALCONIES, AND PORCHES, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY. EXCEPTION I: PERMANENTLY INSTALLED OUTDOOR LOH EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY A MANUAL-ON/OFF 5WITGH, A MOTION SENSOR NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE MOTION SENSOR, AND ONE OF THE FOLLOWING CONTROLS: A PHOTOGONTROL NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE PHOTOGONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EM05) NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALHAY5 ON. EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE SHITGH NHICH BYPASSES THE MOTION 5EN51NO FUNCTION PROVIDED THAT THE MOTION SENSOR 15 AUTOMATICALLY REACTIVATED WITHIN 51X HOURS. 22. INTERNALLY ILLUMINATED ADDRESS 51 ONS SHALL COMPLY WITH SECTION 140.8; OR SHALL CONSUME NO MORE THAN 5 HATT5 OF POWER. 25. LIGHTING FOR PARKING LOTS AND CARPORTS HITH A TOTAL OF 6 OR MORE VEHICLES PER 51TE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN SECTIONS 150, 152, 154, AND 147. LIGHTING FOR PARKING GARAGES FOR 6 OR MORE VEHIGLE5 SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTIONS 130, 131, 134, AND 146. 24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLING SPACES OF LOW-R15E RESIDENTIAL BUILDING HITH 4 OR MORE DWELLING UNITS SHALL BE HIGH EFFICACY LUMINAIRES. EXCEPTION: PERMANENTLY INSTALLED LOH EFFICACY LUMINAIRES SHALL BE ALLONED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT 5EN5OR(5) CERTIFIED TO COMPLY WITH THE APPLICABLE REQUIREMENTS. SOLAR READY BU I LD I NGS: I. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM BU55AR RATING OF 200 AMPS. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE: POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELEGTRIG". 2013 CALGreen Residential Mandatory Measures Planning and Design 4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. 4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage all surface water flows to keep water from entering building. Exception: Additions or alterations not altering the drainage path. 4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1(nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". Energy Efficiency 4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2013 California Energy Code. Water Efficiency and Conservation Indoor Use - 4.303.1- Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush. 4.303.1.2 - Urinals flush volume shall not exceed 0.5 gals per flush. 4.303.1.3.1- Single showerheads shall have a maximum flow rate of not more than 2.0 gpm. 4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time. 4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.5 gpm. The minimum flow rate shall not be less than 0.8 gpm. 4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm. 4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle. 4.303.1.4.4- Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gpm. Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code. Outdoor Use - 4.304.1- Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant watering needs as weather or soil conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Material Conservation and Resource Efficiency 4.406.1- Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. 4.408.1- Construction Waste Reduction of at least 50% - A minimum of 501/o of the construction waste generated at site is diverted to recycle or salvage. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Section 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction. 4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted construction and demolition waste materials meet the requirements in Section 4.408.1. 4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area. 4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building area. 4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or occupant. Environmental Quality 4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase II emission limits where applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. 4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.1- Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits. 4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits. 4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic compounds. 4.504.3 - Carpet Systems - Shall be compliant with VOC limits. 4.504.4 - R esilient 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 dluct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. Installed & Special Inspection Qualifications 702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment. 702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1- Documentation - Verification of compliance with the code may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. TA,ELE JIM4.11 ADHESIVE VOC LIkJIT1.2 I im4_ 1Rt ttoF Anti I tea. Fymmnt Gnimnaundg In (11pa s nL5r Utar APCH[TECTUPA.LAPPLICATIONS CUPPENT VOC LATIT Tnj,xir car Lt atih6rec s L?+ t rod adhLniv. is 70) -C,,tfpA 3u On or . wet odhes ivc-, ' NA76od f ewTi nc adhd-,K-c lfltt Rsibba ilor Wli ives f!1 5uhfloor wJ1uFivL-, 4.Y) Ceramic -tile adhe­,iv s 65 *.ICT and as .hn]I the Afiesi, s 5) nova1llq and av�,.nncI adh:�,i�%:s X0 (D. V.." ISI-.�! Ki �.� m dhtL t,v, ...'. Nfulti wu _4 constroctiont adhe-,Nr-, '.1k) Structural vla7:in, adihc-sh 5 I Ln- 5indc- ]`t'rmfInmhratvcdhcsives X11;1 0th�'r a d1,1�5i4t- - r not r .zttl l", I, Iis* tL,d ray SPECIALTY APPLiCATIONS � o N � PVC welding 510 49n - A&.; ixeldin+g _321 PIis>>tic ce-munt a%Idi my 250 Adheci%x-� primer for plastic 5=0 Contact adli ti i %v ci:-11 r U rr o• c•}nr_act sdllr., ? 0 �•..d, tn_tchanJ ��.•ord mF.ntbcr acih�, st o � Ian 7o " and LH rin a the-sPoe 250 ERIJBSTRATE SPECIFiC 4.PPLI* .TICM,9 o ?'4_,tit wmmal ) Plastic f6ams CIO Porou_, 'in atcri al rt.*i e . t vwr-c+d;+ "+ Wo n Indo Miall ni tint" azincecra in91 RK!Mars -1 I. if an adhe-dve :; Ti �wdl to laid di similar substrates t gvtt*Yr, the acdlicrive vw-iththk highest VOCconttint shall 1x! alb wwd.. 2. Dor :add itis nzal i nfo im at ion r� -n rdi nP methods to rr-ra-,u re the VOC content specifted in this to No, spec ;"h Coast Air Quality Management Lai.%trict Rule l 169. TABLE 4504,2 SEALANT VQQ LIFArT Lips W airsr and Los& Exempt iCom oun ds In Grams per Liter SEALANTS CURB EDIT VOC LRt11T Areas itR cttir-al L?+ t Nla dne deck 70) Nonmernbmne�tr-;,f ' Rnadl%w Lif 1 Single* i yrcoFinernhraR?! 0.1.13 01110f 4.Y) SEALANT PTIIIAEPS 40110 Arcaitocnm l N3nr rr:tt,� Porruas 25k) 775 10w) 1'0a ri rx- d»? - 760 Other 7sr' TA RLE 4.504.3 VOC CONTENT LIFAM FOR ARC RTE CTURAL COAT rNGS" Gm; In c of IDG por LRptof Coaling. Lass Wiatipr and Lq s Exempt CompOi<I ds +COATil'M CATEI iOPY EFFECTIVE 01!201110 EFFEC'TiVE 11V2012 0. ldardwcicl di plywood %vm osiC: CORI � f?.�►5 1�ltanfi�l ���in ,s fl.Et? Modium density fiberlrmid 0.11 Thin molium densit 0.1.13 SPECIALTY COATIN+ S Aluminum roof coati . cs 40110 Ba `pini t griedalty config,% 10w) Tlihanalhnc*us n�t�lcc+atines 5 - P.itr;fritlnr»us rnr-f rin»rt 3 B�md hT&en_ lit %'fin no �`il it5 "a alt ou wtz 3971 � o N � ncrete.mwnnrs spalers, 1W Dr+,eAvm maters 50 u � Dry frip aotiil i 19) v Faux l tnishiigv om 6lips A r4 Fare renis thve cn- atii e9 350 ft -lit ceaiinp IW o IGroa hic zait Cr_�atin s (Sigra irrist 51700 00 M fft n tem Vera tom cortin ;s 420 W Indo Miall ni tint" azincecra in91 ��+- Lorw witidls a t l'inps 12 Ma ,n+ Ivo-mcnt coatings 4 M05fic textDre Coating's if U If e tlic fig me -alt -M O' vi n s 5 1*iufticrrtcr tin p s 2SO Frctrvntmni+wash riifTi 420 N 7/17 Fri.itlV..:ri, 7eale-m- gidufldtan mt ff 100 P eactive peneirmfirip seat 355 Re � conti n ,s 25k) Date 2014 Rcofmanes 5 11 bust r:5�»° ataIi c ki, t 1 n � '? 25171 fih-ol lac's IC12 ar lop a tae 730 550 $N" til typfrie rs. w I-,fs and a r eir-vk 1.0 r: 1K) 100 soilt,� 150 qt m maolidrim 450 wirnrnirau M. AI4 Uny. '.if Traffic marlin ,carotins 1N Tub and the relini,7.h coati Y:,1 4,20 Wale ronfi„ membranes 25-1 titf-_�od cn ntita$!i 175 WMd rC,!-" [vA V? 8 ti Tinr-r_icb r1Ini?rs a 1. Grams orvoc per liter of coatin- including* waiver and including e*etnlat compounds. 2. 711 espociiiFdIimiLcr6cmain"inef1'ectunl srevi: dIimitsar;-, ed in-Pahse- quentcolramns, in 0r tat le 71 3. "Mues in this table'are 62raved from tho,4:! specifaod by the Califomia Air F#e;a_arce- Board, Architectural Coating% Sud eRtx1 Contrd,l Wosu;re, Rhrtrisy 1- 200S. More inf mattirn i-, a•.-jil ahle from the Air l s: arc -s Board. TAe3LE 4.504.5 FORFULD'17"YDE LWITS' Maxiinurn Forrrmrdehvclp Emis sion-cs in PaT3 IJE-r Lfiillion PR C►ii�T ' RP.'E14T WAIT Hardwood lite d-wnc*ercora,- 0. ldardwcicl di plywood %vm osiC: CORI � f?.�►5 Teri icl�^iy�-?ard fl.Et? Modium density fiberlrmid 0.11 Thin molium densit 0.1.13 1. Yalu in this �tl?lcitr- d aiYvA frnm th c -.fwir d 1rf the Cali f6mia. Air 3tes vnv-% Board. Air Toxics Control Nfea sure for C'nmpo%ito NVood as tcstcd i:n a--viordance-with AS'TNI E 13"33. Foriadditio-nal infomaati-c,n-r.-gym Cal;fornhTCode grReg:ie".:viotax,Titin 17,Secdons93l2nthrough Q1120.12. 2. TliinTrAitam dons. itviiherbwrd frisarna- imumthiclm sof'/J, inch (groom. PERMIT # SASI 939 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 3 a�6� Iry Revision: Date: By: N 00 cu � o N � C) MTi u � L) CU v b10 d q ^d W F� o a M 00 M W W 1.4 U 0 AACA���, * No. C2 83 N 7/17 41AILAEEN ANDATORY MEASURES Date 2014 Scale Drawn Job Sheet Of Sheets m N c� �-i L0 ei O N M N 8 -14 dy/� Z93y 6�z