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HomeMy WebLinkAboutB17-0659 047-200-098LATEt HEIGHT51 50ALE: 1/ 16"- 1'-0" 26-0, 5D 1 L-6.0' 7&7 DD v v D v ° D v a D �O �1� I D D N D D D ° ° D D In v D D v ° D I I GARAGE ° D v v p D CONCRETE SLAB FLOOR v D I I 5HEETROGK WALLS b GLC. D D ° v D o I I SEE NOTES, GARAGE. da D 6ARAGE DOOR OPEER NCONCRETE ° DRIVEWAY v ° D D v ° D D° ° v D ° ° D �in° I I D D D D D°° v ° p �. v ° - J WATERHEATER-NOTES: SEE NOTES, WATER HEATER. sIN6LE SINK ° HB G@C g 50 ° '� � W H D D ry SHOWER W/ v ELECT. ] 6 M TILE SURROUND •12" ■ (a I -[O t SAFETY GLA55 N L -6.O' 4 ENCLOSURE 1 N 1- et ELECT. SERVICE: ® N SEE NOTES, UTILITIES. v d ELECTRICAL NOTES: !� J SERVICE PANELS. HVAGCOND. UNIT r"13 ~ O M HVAC, GOND. UNIT: }� O H. ■ 1 J SEE NOTES HEATING d (14 TP 1 T-2" L-4.0' 2 D 1/2 LITE d3 SAFETY %z ° GLA55 0 DOOR I (n D GONG. -STOOP: MIN. 36" IN DIRECTION OF TRAVEL 286$ 1, -7-UG;n 11-d 047-200-09S St'D (12:7), G W' (6R2), ('ON' 041 4112/201-1 11('1 lz m D v v D D ° D v ° p v CONCRETE WALK ° v D �O AZO ° v D iI I m F- QINOU .._. 0 0 I WINDOW LABELS 1-' FG COOLING. Q>o LArU F�LO 5H \ TILE SCALE: it SEE NOTES: tQ W LAUNDRY. %0 TRIPLE SLIDING" AW d) HVAC CONDENSING UNIT. TRIPLE AWNING N HOPPER (V TRIPLE HOPPER 1, -7-UG;n 11-d 047-200-09S St'D (12:7), G W' (6R2), ('ON' 041 4112/201-1 11('1 lz m D v v D D ° D v ° p v CONCRETE WALK ° v D �O AZO ° v D iI I m F- QINOU .._. 0 0 I WINDOW LABELS 1-' FG COOLING. a� 1 ! S1YA 5H \ DH DOUBLE HUNG SCALE: v 2.) 5EE ELECTRICAL NOTES, TRIPLE CASEMENT m LEFT 5LIDING" R5 RIGHT SLIDING" TS TRIPLE SLIDING" AW D HVAC CONDENSING UNIT. TRIPLE AWNING SHELF b POLE HOPPER (V TRIPLE HOPPER LV D PT PASS THRU - NO 6LA5S INTERIOR WALLS: 2X4 DF STUD AT 16"0.r-. -NOTE: WINDOWS ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. ((1 N 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL SHOWER COMPARTMENTS. ELEVATION AND TYPICAL WALL OPENING SCHEDULE. REQUIRED FOR THI5 RESIDENCE (AND GARAGE) AS r- ANY D150REPANGIES BETWEEN FRAMING SHOWN AND PER SECTION R3 13.5 OR NFPA 1 3D. DESIGN BY ° 5EE NOTES, BATHROOMS. OTHERS. SEPARATE PERMIT WILL BE REQUIRED. 5N STRUCTURAL NOTES TO THE ENGINEER OF RECORD. 4.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE v SHOWER VALVE NOTE: TREATED WITH TREATMENT PROCE55 AND M STER CLOSET APPLICATION APPROPRIATE FOR EXPOSURE 5.) SUBMIT RESIDENTIAL MANDATORY MEASURES ACCORDING TO MFR'S WRITTEN GUIDELINES. SEE NOTES, BATHROOM.■rH < 6.) PLATE HEIGHT TO BE 9' UNLE55 NOTED OTHERWISE. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 1.) TYPICAL WALL FRAMING, UNLE55 NOTED OTHERWISE: TOILET: EXTERIOR WALLS: 2"X6' DF 5TUD5 a 1 6" C/G ItTILE LOOR ILE FLOOR N TABLE 2 304.10.1, UNLE55 NOTED OTHERWISE. INTERIOR WALL5: 2"X4" DF STUDS ® 1 6" C/C D SEE NOTES, BATHROOM. a EE NOTES: v D v EXHAUST DUCTS: SEE NOTES, BATHROOM. ATHRO w 1, -7-UG;n 11-d 047-200-09S St'D (12:7), G W' (6R2), ('ON' 041 4112/201-1 11('1 lz m D v v D D ° D v ° p v CONCRETE WALK ° v D �O AZO ° v D iI I m F- QINOU .._. 0 0 NOTE: HOLD TOP OF WINDOWS AT 6'-87. UNLESS NOTED OTHERWISE OF ANI E X36" T i PLASH SHELF It POLE 24(6,8 tz Q N 5-10, L -1'-8' L-6.0' 5040LS, 0 °)3030L5 IUPPER i O O PPER, DOUBLE SINK ' l DI5P05AL �i GRANITE !36" TOP 45PLA5H KITCHEN W TILE FLOOR SEE NOTES, m NOOK KITCHEN b DINING. tt Z lu TILE FLOOR SEE NOTES, KITCHEN d DIN NO. TL N WHOLE. S ISLAND +36" MOUSE n FAN a-aevcim �SDTZEm = j 30'X j I WORK SPACE ABOVE ATTIC, PA55AGEWAY;�//� SEE NOTES: ATTIC. ATRG J J MASTER BEDROOM TILE FLOOR SEE NOTES, BEDROOM. � � D v D D v p ° ENTRY TILE FIL)POR 5'-6' 111, q'-1 OF 1_ 2'-6' . 4'-1 OF L 5-0" SHOWER GO PARTME 5: SEE NOTE5, B THROOMS. SHOWER VAVE NOTE: SEE NOTES, B THROOM. TOILET: SEE NOTES, B NTHROOM. EXHAUST DU T5: SEE NOTES, B NTHROOM. �t 1 TOP OF WINDOW 402OLS 5040L5 R TUB t SHOWER W/ •12' TILE SURROUND 4 SAFETY 6LASS O ENCLOSURE LI L L J H 0 m o OFFICE TP TILE FLOOR B)4TH° _TILE FLOOR EE N 5: BAT OOM. u L E)R) NI E e36"_ TO d PLASH 2468 kq– tz M/z tz m a. 2668 LIVING ROOM TILE FLOOR 6040L5 4145I 3068 ( 5040T5 HOSE BIBBS: I SEE NOTE5, I I CONCRETE SLAB FLOOR PLUMBING. PO GH STUGGO_INALL5 b CEILING SEE NOTES, LANDINGS. D 6"X 6" ° D 6"X6" W/ PBS W/ 1=1135 p D D ° '-O" ° 3'-O" D D V- O' -7'-8' 1 2'-6" 1_ 1 3'-6" THIS PLAN TO COMPLY WITH THE FOLLONINO_ • 2016 CALIFORNIA RESIDENTIAL CODE (r -RG), • 201 6 CALIFORNIA MEGHANIGAL CODE (GMC.), • 2016 CALIFORNIA PLUMBING CODE (GPC), • 2016 CALIFORNIA ELECTRICAL CODE (CEG), • 2016 CALIFORNIA FIRE CODE (GFG), • 2016 CALIFORNIA ENERGY CODE • 2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (COMMONLY GALLED "GALGREEN) • 2016 GRG SECTION R321 FOR EXTERIOR WILDFIRE EXPOSURE IN A WILDLAND URBAN INTERFACE. OCCUPANCY ORO -UP: • OGGUPANGY 15 R3/U _CONSTRUCTION TYPE: • CONSTRUCTION TYPE 15 VB FIRE SPRINKLERS: • REQUIRED, PLAN BY OTHERS. MAX RAMIREZ - GOLDEN 5UN DESIGN - ENERGY GALG5 114f 22 22 1 89 SAM50N AVENUE, CORNING, CALIFORNIA R16021 +• r" PHONE: (530) 321-1242 CELL A EMAIL ADDRESS: MaX®GadMama.com 4 SD1 TYP. 1 O'-8' SHELF b POLE HB CLOSET bo — BEDROOM #2 TILE FLOOR SEE NOTES, BEDROOM. 6040L5 OIL I WINDOW LABELS 1-' FG FIXED 6LA55 a� 1 ! S1YA 5H SINGLE HUNG DH DOUBLE HUNG SCALE: Sr- 51NGLE CASEMENT DG DOUBLE CASEMENT TO TRIPLE CASEMENT L5 LEFT 5LIDING" R5 RIGHT SLIDING" TS TRIPLE SLIDING" AW 51NGLE AWNING FA DOUBLE AWNING TA TRIPLE AWNING HO HOPPER FH DOUBLE HOPPER TH TRIPLE HOPPER LV LOUVERED PT PASS THRU - NO 6LA5S INTERIOR WALLS: 2X4 DF STUD AT 16"0.r-. -NOTE: WINDOWS ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. NOTE: HOLD TOP OF WINDOWS AT 6'-87. UNLESS NOTED OTHERWISE OF ANI E X36" T i PLASH SHELF It POLE 24(6,8 tz Q N 5-10, L -1'-8' L-6.0' 5040LS, 0 °)3030L5 IUPPER i O O PPER, DOUBLE SINK ' l DI5P05AL �i GRANITE !36" TOP 45PLA5H KITCHEN W TILE FLOOR SEE NOTES, m NOOK KITCHEN b DINING. tt Z lu TILE FLOOR SEE NOTES, KITCHEN d DIN NO. TL N WHOLE. S ISLAND +36" MOUSE n FAN a-aevcim �SDTZEm = j 30'X j I WORK SPACE ABOVE ATTIC, PA55AGEWAY;�//� SEE NOTES: ATTIC. ATRG J J MASTER BEDROOM TILE FLOOR SEE NOTES, BEDROOM. � � D v D D v p ° ENTRY TILE FIL)POR 5'-6' 111, q'-1 OF 1_ 2'-6' . 4'-1 OF L 5-0" SHOWER GO PARTME 5: SEE NOTE5, B THROOMS. SHOWER VAVE NOTE: SEE NOTES, B THROOM. TOILET: SEE NOTES, B NTHROOM. EXHAUST DU T5: SEE NOTES, B NTHROOM. �t 1 TOP OF WINDOW 402OLS 5040L5 R TUB t SHOWER W/ •12' TILE SURROUND 4 SAFETY 6LASS O ENCLOSURE LI L L J H 0 m o OFFICE TP TILE FLOOR B)4TH° _TILE FLOOR EE N 5: BAT OOM. u L E)R) NI E e36"_ TO d PLASH 2468 kq– tz M/z tz m a. 2668 LIVING ROOM TILE FLOOR 6040L5 4145I 3068 ( 5040T5 HOSE BIBBS: I SEE NOTE5, I I CONCRETE SLAB FLOOR PLUMBING. PO GH STUGGO_INALL5 b CEILING SEE NOTES, LANDINGS. D 6"X 6" ° D 6"X6" W/ PBS W/ 1=1135 p D D ° '-O" ° 3'-O" D D V- O' -7'-8' 1 2'-6" 1_ 1 3'-6" THIS PLAN TO COMPLY WITH THE FOLLONINO_ • 2016 CALIFORNIA RESIDENTIAL CODE (r -RG), • 201 6 CALIFORNIA MEGHANIGAL CODE (GMC.), • 2016 CALIFORNIA PLUMBING CODE (GPC), • 2016 CALIFORNIA ELECTRICAL CODE (CEG), • 2016 CALIFORNIA FIRE CODE (GFG), • 2016 CALIFORNIA ENERGY CODE • 2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (COMMONLY GALLED "GALGREEN) • 2016 GRG SECTION R321 FOR EXTERIOR WILDFIRE EXPOSURE IN A WILDLAND URBAN INTERFACE. OCCUPANCY ORO -UP: • OGGUPANGY 15 R3/U _CONSTRUCTION TYPE: • CONSTRUCTION TYPE 15 VB FIRE SPRINKLERS: • REQUIRED, PLAN BY OTHERS. MAX RAMIREZ - GOLDEN 5UN DESIGN - ENERGY GALG5 114f 22 22 1 89 SAM50N AVENUE, CORNING, CALIFORNIA R16021 +• r" PHONE: (530) 321-1242 CELL A EMAIL ADDRESS: MaX®GadMama.com 4 SD1 TYP. 1 O'-8' SHELF b POLE HB CLOSET bo — BEDROOM #2 TILE FLOOR SEE NOTES, BEDROOM. 6040L5 OIL 6 I L-8.0' in 1 5 "RMIT #- 1 C) �7 SD 1 BUTTE COUNTY DEVELOPMENT SERVICES TYP. "'C�REVIEWED FOR ��F,.)E OmPI—IANC ATF r5 BY V. I 1-' HVAC, GONNEGTION DETAIL U) a� 1 ! S1YA 6 I L-8.0' in 1 5 "RMIT #- 1 C) �7 SD 1 BUTTE COUNTY DEVELOPMENT SERVICES TYP. "'C�REVIEWED FOR ��F,.)E OmPI—IANC ATF r5 BY V. SUMMIT STRUCTURAL DESIGN - STRUCTURAL E' 383 RIO LINDO AVENUE #200, CHICO. GA 95926 (530) 592-4407 WORK EMAIL ADDRE55: Rylande5ummltGhlco.com G:\Users\Lynn\Documents\Chief X9 Plans\Todd Denney\Denney Resldence.layout OWNER: TODD DENNEY (530) 518-8763 EMAIL ADDRE55: TCDenneynOMall.com 5HEETINDF-X 1 FLOOR PLAN PLATE HEIGHTS EXTERIOR PICTORIAL 2 FOUNDATION PLAN SECTION A-2 3 ROOF PLAN ARCH D (24" X 36') WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: MFH (53) lqll-Almg�cRlE'lALLEY 891 -0585 ROAV GMIGO, CALIFORNIA 95975 LYNNSMITHB 2®ATT.NET muga av �.art -v. GOLDEN SUN ,,,� �„GESIGNff MAX RAMIREZ T K. 4FpfESS/pyo a N0. 75688 �1 IVO OF CAUL 3/30/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH LIVABLE: 1 25-1 SgFt TOTAL GARAGE: 682 5gFt COVERED PATIO: 24 5gFt TOTAL ROOF VENTILATION GALG5 DATE: HVAC, GONNEGTION DETAIL ! S1YA FLOOR -PLAN STRUCTURAL STRUCTURAL NOTES: SCALE: 4 EXTERIOR ELEVATIONS 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL 5 ELECTRICAL PLAN SHEETS SD 1 -502 FOR ADDITIONAL INFORMATION. ELEGTRIGAL NOTES 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O: FLOOR PLAN NOTES: WHOLE HOUSE VENTILATION 1.) NOTE: ALL NOTES ON THIS PLAN REFER TO THE NOTES, EXTERIOR WALL: 2X6 DF STUD AT 16" O.G. LOCATED ON SHEET 1. INTERIOR WALLS: 2X4 DF STUD AT 16"0.r-. 2.) THI5 PLAN SHALL COMPLY WITH THE REQUIREMENTS OF THE GRG SECTION R32*1 FOR THE WILDLAND- 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL URBAN INTERFACE. 3.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE ELEVATION AND TYPICAL WALL OPENING SCHEDULE. REQUIRED FOR THI5 RESIDENCE (AND GARAGE) AS 4.) ANY D150REPANGIES BETWEEN FRAMING SHOWN AND PER SECTION R3 13.5 OR NFPA 1 3D. DESIGN BY FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT OTHERS. SEPARATE PERMIT WILL BE REQUIRED. 5N STRUCTURAL NOTES TO THE ENGINEER OF RECORD. 4.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE REPORT TO THE BUILDING DEPARTMENT PRIOR TO TREATED WITH TREATMENT PROCE55 AND FINAL INSPECTION. GGBG 4.408 APPLICATION APPROPRIATE FOR EXPOSURE 5.) SUBMIT RESIDENTIAL MANDATORY MEASURES ACCORDING TO MFR'S WRITTEN GUIDELINES. CHECKLIST TO THE BUILDING DEPARTMENT. GGBG 6.) PLATE HEIGHT TO BE 9' UNLE55 NOTED OTHERWISE. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 1.) TYPICAL WALL FRAMING, UNLE55 NOTED OTHERWISE: COMPLIANCE WITH 201 6 GBG FASTENING 5GHEDULE, EXTERIOR WALLS: 2"X6' DF 5TUD5 a 1 6" C/G TABLE 2 304.10.1, UNLE55 NOTED OTHERWISE. INTERIOR WALL5: 2"X4" DF STUDS ® 1 6" C/C SUMMIT STRUCTURAL DESIGN - STRUCTURAL E' 383 RIO LINDO AVENUE #200, CHICO. GA 95926 (530) 592-4407 WORK EMAIL ADDRE55: Rylande5ummltGhlco.com G:\Users\Lynn\Documents\Chief X9 Plans\Todd Denney\Denney Resldence.layout OWNER: TODD DENNEY (530) 518-8763 EMAIL ADDRE55: TCDenneynOMall.com 5HEETINDF-X 1 FLOOR PLAN PLATE HEIGHTS EXTERIOR PICTORIAL 2 FOUNDATION PLAN SECTION A-2 3 ROOF PLAN ARCH D (24" X 36') WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: MFH (53) lqll-Almg�cRlE'lALLEY 891 -0585 ROAV GMIGO, CALIFORNIA 95975 LYNNSMITHB 2®ATT.NET muga av �.art -v. GOLDEN SUN ,,,� �„GESIGNff MAX RAMIREZ T K. 4FpfESS/pyo a N0. 75688 �1 IVO OF CAUL 3/30/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH LIVABLE: 1 25-1 SgFt TOTAL GARAGE: 682 5gFt COVERED PATIO: 24 5gFt TOTAL ROOF VENTILATION GALG5 DATE: HVAC, GONNEGTION DETAIL 3/30/20 11 TRUSS LAYOUT SHEET SCALE: 4 EXTERIOR ELEVATIONS 5 ELECTRICAL PLAN SHOWN ELEGTRIGAL NOTES WHOLE HOUSE VENTILATION ELEGTRIGAL LEGEND 6 PLOT PLAN ASSESSORS MAP SURVEY OF RECORD SHEET 7 NOTES INCLUDING...... GAL GREEN NOTES W.U.I. NOTES 5N STRUCTURAL NOTES SD 1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS a COPYRIGHT 2011 LYNN SMITH - DRAFTING IUI I CHICO, GA 95973 ALLEY ROAD, r (530) 89 1-0585 WORK ,;,, EMAIL ADDRESS: LynnSmlth32eATT.net Lniwei.,?n5; ■ATT."•T MAX KAMIREZ - GOLDEN SUN DESIGN - ENERGY GAL05 P 22 18-1 SAMSON AVENUE,CORNING,CALIFORNIA -16021 .wPHONE: (530) 321-1242 CELL /a EMAIL ADDRE55: Max®GadMama.com our�r,l I I R� I vRnL v�olvn - b' Ruc I uKA - rnv1N=r_K G:\Users\Lynn\Documents\Chief X-1 Plans\Todd Denney\Denney Residence.layout 393 RIO LINDO AVENUE ><200, GHIGO, GA -15-126 OWNER: TODD PENNEY �. (530) 5q2-4401 WORK (530) 519-9163 EMAIL ADDRESS: Rylando5ummitChico.com EMAIL ADDRESS: TCDenney®GMalLcom { '� MITH LYNN SMITH - DRAFTING -- i q SYCAMORE VALLEY ROAD, Itf� CHICO, GA q 5 q -13 -•,o,,;,-onn. (530) Sq 1-0585 WORK Lrr:"pHR�930ATT."Gi EMAIL ADDRESS: Lynn5mith329ATTnet ARCH D (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE 26,-0"3 2'-6" AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: N ydv 4 U) CONCRETE - INTERIOR MOISTURE CONTROL: WH g J'1 FOR INTERIOR MOISTURE CONTROL, A 6 -MIL yq 76 — — — — — — — — — — — — — — — — — — — — — `r� �� POLYETHYLENE VAPOR RETARDER WITH JOINTS , .• a gyp LAPPED NOT LESS THAN 6 INCHES BETWEEN THE BASE (5 941-0585 N ( _ COURSE OR SUB GRADE AND THE CONCRETE FLOOR 1 I YGAMO1�5.ov)A LLCY ROAD q Cwco,CALIroRNIA 5g19 \ .• SLAB PER CRC SECTION R506.2.3 (DWELLING AND LYNNSMITH32®ATT.NET '} GARAGE SLABS.) AND A "CAPILLARY BREAK". � SD2 4�ti�� 'a I ( 5 L O P E GALGREEN SECTION 4.505.2.1. CAPILLARY BREAK: a -1' I ( �, ,� �w 6o DeN aur TYP r • 1 /4 A CAPILLARY BREAK SHALL BE INSTALLED IN JI—/j� COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING. ` Max "(0 DEEP SCORE 1) A 4 -INCH THICK BASE OF 1 /2 INCH OR LARGER I Ss�dU GLEAN AGGREGATE SHALL BE PROVIDED WITH RaMlRez �, 1.vi' m A rQ7 j I VAPOR BARRIER IN DIRECT CONTACT WITH 6 CONCRETE AND A CONCRETE MIX DESIGN, WHICH F2.5 I I I I WILL ADDRE55 BLEEDING, 5HRINKAGE, AND GRADE BEAM: 1D/ ( ( I CURLIN(5, SHALL BE USED. FOR ADDITIONAL SEE AMERICAN CONCRETE INSTITUTE, I I #4TOP d BOTTOM. AGORMATION, 2) OTHER EQUIVALENT METHODS APPROVED BY THE I �, IIIA 4" CONCRETE SLABI ENFORCING AGENCY. a I 3) A SLAB DE516N SPECIFIED BY A LICENSED DESIGN ate, E• �� I W/ #3 REBAR AT 24"C/C EACH N PROFESSIONAL. WAY OVER 4" ROCK BASE. I I I SLOPE TOWARD5 DOOR. (114"1 FOOT - MIN) I I ANCHOR BOLTS: QROFESS/Q 4, q� p I I I SEE CONCRETE - INTERIOR PROVIDE ANCHOR BOLTS (142"x 10" AT 1 POUR d I MOISTURE I ( K. „ w� F'L N 1L p CONTROL 1 /2"x 1 2" AT 2 POUR SYSTEMS) AT 6' c/c MAXIMUM AND t�0 P F O O p I ' I I WITHIN 1 2" OF ALL JOINTS. PROVIDE 3"x3"xO.22q" STEEL I I p ji z Q z I DEEP SCORE PLATE WASHERS AT EACH BOLT. ANO. /56881T; �q N tu lu lu 0 I 4 I I �/� ANCHOR BOLT -NOTE: ( ( IN LOCATIONS WHERE HOLD DOWN ANCHOR BOLT (SSTB) ti:, ��`:� I ' I N * 6f 0/18 sT CtvtL p � ,P DOES NOT ENGAGE HOLD DOWN, PROVIDE THREADED gTFQFC�U���� ROD OF SAME DIAMETER A5 SSTB WITH ON COUPLER NUT. � I I REBAR O STEM WALLS: 3/30/2017 5 to 0 FOUNDATIONS WITH STEM WALL5 SHALL BE PROVIDED I I THESE PLANS HAVE BEEN REVIEWED ONLY FOR SD2 NOTE: HOLD GARAGE N a � WITH A MINIMUM OF ONE #4 BAR AT THE TOP OF THE WALL COMPLIANCE WITH ATTACHED i TYP I FLOOR BACK 50 THAT w w w w I I AND ONE #4 AT THE BOTTOM OF THE FOOTING. (SEG STRUCTURAL CALCULATIONS. I i I I DOOR LANDS ON APRON ° Q 15 0 6. 1. 1, G.B.G.) THE ENGINEER'S STAMP ON 3/4" BELOW FLOOR. I SLABS -ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS Ili, I I -GROUND: I I ENGINEER FOR EACH F2.5 ROUGH 0,17ENING O SLABS -ON -GROUND WITH TURNED DOWN FOOTINGS SHALL UNIQUE BUILD. -� FOR 3' DOOR I I 1 HAVE A MINIMUM OF ONE #4 BAR AT THE TOP AND m BOTTOM (SEG 1 806.7.2, G.B.G.) oxDEEP m11 , 1[ 1 1�I SCORE L_I JS SLOPE I I O I ry I < 7,o a; I'I SD2 I I :r lu z o N III I••I ;- v�ro In IIA SHOWER DROPPED FLOOR: I `_ ( In 7— DROP FLOOR 3 1/2" AT SHADED AREA. SEE FLOOR I a I J ur I' I PLAN FOR DIMENSIONS. I `' I < I I I' I OL Lu I w� m I I I.aI *zz ,S��c.��' _j DC N tu w a 4".CONCRETE SLABJU W/ #3 REBAR AT 24"c/c EACH I /-d�L"" (�3, WAY OVER 4" ROCK BASE. N I I INTERIOR ( �/ MOISTURE CONTROL < Lu r----------------------------------------, ENERGY_VALUES; R -O SLAB -ON -GRADE: O < INSULATION ® Vxe," WALL5' I I • -21 INSULATION AT DEMISING WALLS ; WINDOWS: LOW E, NON-METALLIC: TYP. NON- U -FACTOR @ 0.30 MAX. ; I I BEARING SHOO ® 0.23 MAX. i 5D 1 WALL R -4q ATTIC INSULATION RADIANT BARRIER SHEATHING-- COOL ROOF: I I I I I AGED SOLAR REFLECTANCE 1 SD2 ' 0.26 MIN ' I I 2 THERMAL EMITTANGE 0.88 MIN. ; I I SD2 TYP z WHOLE HOUSE FAN: ; _j QUIET COOL QG STL PRO 6.5 OR ; I 4 U EO.— i WATER HEATER: HEAT PUMP i — r---. T - - - - d �P - --- - - - Z N EFFICIENCY FACTOR 5-TZMIN. ; OJ �0 ------ — --- ---- 1 _-------=—------------------ S y � < ~< HVAC: FRU W/ c16016 3 , 1� r7 - _ _ + � O 4"THICKCONCRETESLAB ' SO Z COOLING SEER ® 15.5 ' COOLING EER ® 12.0 ' 1 OVER ROCK BASE I PORCH EDGES:�o I I THICKEN SLAB AT EDGES tq Q O I- `t SEE CONCRETE SLAB NOTE aN �. (o I Z DUCT INSULATION i CONTINUOUS COMPOSITION ROOFING_ o -R -5 L------------------� RIDGE VENT OVER 15# FELT OVER 1/2"_ p lil tL to --NOTE: RADIANT BARRIER GDX PLYWOOD OR OSB WITH �--- I TO ALSO BE INSTALLED ON 561-5 AT 6-,12" c/c. j - Tr - ----- j ALL VERTICAL 5URFACE5 4 GABLE ENDS IN THE ATTIC. PITCH 5 / 12 LANDINGS: 18x18 - 9 IV SEE Nores, LANDINbs. F 1.5 F 1.5 LIVA 13LE: TRUS5E5 @_24" c/a ROOF VENTILATION: I POST-BA5E-NOTE: PER PER CONCRETE SLAB NOTE: 12 5 -1 SgFt TOTAL DESIGN t CALLS BY OTHERS SEE ROOF PLAN d ROOF A 2" MINIMUM SIDE COVER PROVIDE A 6 -MIL POLYETHYLENE VAPOR 3/5D2 3/SD2 GRADING.-ATFOUNDAT_ION: VENTILATION GALG5. 15 REQUIRED TO OBTAIN RETARDER WITH JOINTS LAPPED NOT LESS THE GROUND IMMEDIATELY FULL STRUCTURAL LOAD. THAN 6 INCHES BETWEEN THE BASE COURSE ADJACENT TO THE FOUNDATION OARAOE" " ATTIC INSULATION OR SUB GRADE AND THE CONCRETE FLOOR SHALL SLOPE AWAY FROM THE 682 SgFt AS PER ENERGY GALLS1,2' MIN., TYP. 2" SLAB PER CRO SECTION R506.2.3. BUILDING AT A SLOPE OF NOT EAVES d SOFFLT-NOTES: ,l q' PLATE HEIGHT 12' -4' 27,-6" THE FIRST 10 FEET (5% SLOPE)_ EAVES SHALL BE ENCLOSED WITH 1 /2" GYP. BD. 5 8'-6' O _ R D AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN FASCIA d GUTTER: PATIO: ACCORDANCE WITH GBG. SECTION CONNECT TO 2'X3' 24 SgFt TOTAL 104A.2.3 DOWNSPOUTS EXTERIOR DOORS: DOORS TO BE FIRE 1/2" GYP. BD. 24" ROOF_OVERHANG FOUNDATION_ PLAN 5TRUOTURAL NOTES: 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O: ALL EXTERIOR � 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL RESISTANT IN ACCORDANCE WITH cBc. secrloN 1o4A.3.2.3 TYPICAL, U.N.O. SHEETS SD 1-SD2 FOR ADDITIONAL INFORMATION. EXTERIOR WALL: 2X6 OF STUD AT 1 6" O.G. EXTERIOR GLAZING: 2" x 6" STUDS ® 1 6" c/c SCALE: 1 /4" - 1'-O" 2,) PROVIDE ANCHOR BOLT SIZE AND SPACING PER INTERIOR WALL5: 2X4 OF STUD AT 16" O.G. DATE: ONE PANE OF EACH WINDOW 2 GOAT STUCCO: APPLIED OVER 2 LAYERS SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 5.) SEE 5/30/20117 SHALL BE TEMPERED A5 PER GBG 3.) RECOMMENDED MINIMUM SLAB SECTION: DETAIL 5/5D 1 FOR TYPICAL STUD WALL SECTION 104A.3.2.2. OF GRADE D PAPER. A- 4" CONCRETE SLAB WITH #3 AT 1 5" O.G. ELEVATION AND TYPICAL WALL OPENING SCHEDULE. SCALE: ALL EXTERIOR WALLS: SECURELY LOCATED AT MID -DEPTH OF SLAB. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SHOWN ALL EXTERIOR WALLS SHALL BE STUCCO NEEPSGREEDS: B- WATERPROOF MEMBRANE IN COMPLIANCE WITH SUBCONTRACTORS SHALL COORDINATE ALL WALL ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE 4' CONCRETE SLAB INSTALL 2" ABOVE PAVED AREAS. INSTALL 4' ABOVE SOIL ASTM E 1 643 (DELETE AT EXTERIOR PENETRATIONS WITH FRAMING SUBCONTRACTOR. PERMIT/ �3: -----__ MATERIAL IN ACCORDANCE WITH 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND SLABS) -SEE SOILS REPORT IF APPLICABLE.12407 F3UTTE COUNTY DEVELOPMENT GBG. SECTION 104A.3 FINISHED GRADE G- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT ERVICES S - REVIEWED a FILL NATURAL GRADE IF APPLICABLE. g•) A� EXPOSED FR MING STHE ENOINEER OF KALD BE PRESSURE, D- PROPERLY PREPARED SUBGRADE-SEE SOILS FOR l-• ( LIANCE �I u of (0 ny GRAVEL . REPORT IF APPLICABLE. TREATED WITH TREATMENT PROCESS AND APPLICATION E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT APPROPRIATE FOR EXP05URE ACCORDING TO MFR'S—! � DATE -13 -1 -LL- By SHEET FOUNDATION DETAILS: 1 O' -O" O.G. EA. WAY MAX. WRITTEN GUIDELINES. ("A`S SEE STRUCTURAL PAGE5 FOR DETAILS • q) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN if � G T I O f� �"F� ` NOTE: CURING OF SLABS SHALL FOLLOW GUIDELINES COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, 2 PROVIDED BY THE AMERICAN CONCRETE INSTITUTE TABLE 2304.10.1, UNLESS NOTED OTHERWISE. SCALE: 1/4"- 1'-O" AND THE CALIFORNIA BUILDING CODE TO MINIMIZE SHRINKAGE CRACKING. 0 COPYRIGHT 201 1 MAX KAMIREZ - GOLDEN SUN DESIGN - ENERGY GAL05 P 22 18-1 SAMSON AVENUE,CORNING,CALIFORNIA -16021 .wPHONE: (530) 321-1242 CELL /a EMAIL ADDRE55: Max®GadMama.com our�r,l I I R� I vRnL v�olvn - b' Ruc I uKA - rnv1N=r_K G:\Users\Lynn\Documents\Chief X-1 Plans\Todd Denney\Denney Residence.layout 393 RIO LINDO AVENUE ><200, GHIGO, GA -15-126 OWNER: TODD PENNEY �. (530) 5q2-4401 WORK (530) 519-9163 EMAIL ADDRESS: Rylando5ummitChico.com EMAIL ADDRESS: TCDenney®GMalLcom { '� MITH LYNN SMITH - DRAFTING -- i q SYCAMORE VALLEY ROAD, Itf� CHICO, GA q 5 q -13 -•,o,,;,-onn. (530) Sq 1-0585 WORK Lrr:"pHR�930ATT."Gi EMAIL ADDRESS: Lynn5mith329ATTnet ROOF PLY 2 1 /2" EDGE DISTANCE AT LAG BOLTS, TYP /I A/ 02/11 T / AOA/ITV 1 1 /8" X 1 1 /8" ANGLE W/ (2) 114"X 2" LONG ��— LAG BOLTS INTO TOP ROOFING MEMBER - TYPICAL. 45 deg FOR 3/8" DIA. RAFTERS THREADI NIT ; AT 24" c/c ROD 2 1 /2" EDGE DISTANCE AT LAG BOLTS, TYP /I A/ 02/11 T / AOA/ITV 1 1 /8" X 1 1 /8" ANGLE W/ (2) 114"X 2" LONG ��— LAG BOLTS INTO TOP ROOFING MEMBER - TYPICAL. 45 deg R SEISMIC RESTRAINTS (4) DIRECTIONS. 82#/BOLT - THEREFORE OK.). 1 1 /8" X 1 1 /8" ANGLE W/ NUTS a WASHERS. 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE. 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. NOTA: THE MAXIMUM WEIGHT OF THE F.A.U. a ACCESSORIES MOUNTED TO TRUSSES 15 200 LBS. H\/AC CONNECTION DETAIL SCALE: 1/2" - 1'-0" 1 3 I GIRDER TRU55 I512 I PITCH ? II :Q IL N L N I I cV I GS 1 6 STRAP x 1 2' LENGTH OVER PLY x I I OVER 2"x BLOCKING/ N DRAG TRUSS I I N I EDGE NAIL ROOF PLY AT- DRAG TRU55 I ---I " ��-�� 7 / 24" LAP dVER DRAG TI U55 --N 5:12 PITCH 24" DRAG TRU55: 1500# DOWNSPOUT CONNECT TO YARD DRAIN DOWNSPOUT CONNECT TO YARD DRAIN 24' DORMER VENT(5): 2"x32" LOW PROFILE /,r "v 0.5' 7%j In IL GIRDER TRU55 CS 16 STRAP x '7.5' LENGTH PER 1 O/5D2 1 3.0' "U In IL w 6"x 10" DF#2 N 1 6"X6" 1N/ GAPS a STRAP PER 1 1/5D2 DOWNSPOUT CONNECT TO YARD DRAIN 24 _I N/ LEGEND: RIDGE LENGTH PITCH 5/12 SCALE: 114* - 1'-O" 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2) ROOF PITCH SHALL BE 5:12, TYPICAL. 3) ROOF OVERHANG SHALL BE 24" AT OVERHANG 4:24" AT GABLE ENDS, UNLESS OTHERWISE NOTED. * j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALG5 -"Oe 22 189 SAMSON AVENUE, CORNING, CALIFORNIA c16021 ."-PHONE: (530) 32 1-1242 GELL /►i .�#, EMAIL ADDRESS: MaxoGadMamaxom 1 1 963 SOFT OF ATTIC 150 DIVIDED BY 150 1 3.09 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) RIDGE VENTS 4.50 SOFT - (36) LIN FT OR -4 RIDGE VENT (15.0 50 IN/LIN FT) -0.1:!S SOFT/LIN FT BY LOMANGO OMNI SERIES OR EQ. ROOF _TOP _VENTS _2.08 SOFT - (4) 2'x32' O'HAGIN LOW PROFILE COMP EYEBROW 72.0 50 IN EACH) - 0.52 5QFT BY O'HAGIN MFG, LLC OR EQ. 6.58 SOFT OF UPPER NFVA RECTANGULAR EAVE VENTS — 6.56 SOFT - (24) 3 1/2"x22 1/2" EAVE VENTS (41 SQ IN EACH) - 0.285 SOFT VE3522 BY VULCAN VENTS 6.56 SOFT OF LOWER NFVA --------------- 15.14 TOTAL SOFT OF VENTS (NFVA) M5TA30 STRAP PER 10/502 EDGE NAIL !Zt ROOF PLY AT N FOR ED 2'x32" LOW PROFILE IRSL NIT ; R SEISMIC RESTRAINTS (4) DIRECTIONS. 82#/BOLT - THEREFORE OK.). 1 1 /8" X 1 1 /8" ANGLE W/ NUTS a WASHERS. 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE. 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. NOTA: THE MAXIMUM WEIGHT OF THE F.A.U. a ACCESSORIES MOUNTED TO TRUSSES 15 200 LBS. H\/AC CONNECTION DETAIL SCALE: 1/2" - 1'-0" 1 3 I GIRDER TRU55 I512 I PITCH ? II :Q IL N L N I I cV I GS 1 6 STRAP x 1 2' LENGTH OVER PLY x I I OVER 2"x BLOCKING/ N DRAG TRUSS I I N I EDGE NAIL ROOF PLY AT- DRAG TRU55 I ---I " ��-�� 7 / 24" LAP dVER DRAG TI U55 --N 5:12 PITCH 24" DRAG TRU55: 1500# DOWNSPOUT CONNECT TO YARD DRAIN DOWNSPOUT CONNECT TO YARD DRAIN 24' DORMER VENT(5): 2"x32" LOW PROFILE /,r "v 0.5' 7%j In IL GIRDER TRU55 CS 16 STRAP x '7.5' LENGTH PER 1 O/5D2 1 3.0' "U In IL w 6"x 10" DF#2 N 1 6"X6" 1N/ GAPS a STRAP PER 1 1/5D2 DOWNSPOUT CONNECT TO YARD DRAIN 24 _I N/ LEGEND: RIDGE LENGTH PITCH 5/12 SCALE: 114* - 1'-O" 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2) ROOF PITCH SHALL BE 5:12, TYPICAL. 3) ROOF OVERHANG SHALL BE 24" AT OVERHANG 4:24" AT GABLE ENDS, UNLESS OTHERWISE NOTED. * j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALG5 -"Oe 22 189 SAMSON AVENUE, CORNING, CALIFORNIA c16021 ."-PHONE: (530) 32 1-1242 GELL /►i .�#, EMAIL ADDRESS: MaxoGadMamaxom 1 1 963 SOFT OF ATTIC 150 DIVIDED BY 150 1 3.09 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) RIDGE VENTS 4.50 SOFT - (36) LIN FT OR -4 RIDGE VENT (15.0 50 IN/LIN FT) -0.1:!S SOFT/LIN FT BY LOMANGO OMNI SERIES OR EQ. ROOF _TOP _VENTS _2.08 SOFT - (4) 2'x32' O'HAGIN LOW PROFILE COMP EYEBROW 72.0 50 IN EACH) - 0.52 5QFT BY O'HAGIN MFG, LLC OR EQ. 6.58 SOFT OF UPPER NFVA RECTANGULAR EAVE VENTS — 6.56 SOFT - (24) 3 1/2"x22 1/2" EAVE VENTS (41 SQ IN EACH) - 0.285 SOFT VE3522 BY VULCAN VENTS 6.56 SOFT OF LOWER NFVA --------------- 15.14 TOTAL SOFT OF VENTS (NFVA) M5TA30 STRAP PER 10/502 EDGE NAIL !Zt ROOF PLY AT N DRAG TRUSS: 2000# 5: 12 PITCH OVER FRAMING: PER 8/502, TYP. 12 TYP. ' SD 4.0' . "U 6"X 10" DF#2 -H In L s:12 24" PITCH11 N W/ GAPS a STRAP PER 1 1 /SD2 TYP. NON- BEARING WALL d'IN ROOF PLAN STRUCTURAL NOTES_ 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS 5D 1-5D2 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.1 3 1 " DIA X 2 1/2") AT (5" O.G. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 1 2" O.G. PROVIDE 115* GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8-5N FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. 5.) PROVIDE 4X POST MIN. U.N.O. AT ALL BEAM AND GIRDER TRU55 BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 6.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. SUMMIT STRUCTURAL DE51ON - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, CA q 5 926 (530) 592-4407 WORK EMAIL APPRE55: Ryland®5ummltGhico.com 6"x 10" DF#2 6"x 1 O" DF#2 DOWNSPOUT CONNECT TO YARD DRAIN TYP. EAVE DOWNSPOUT CONNECT TO YARD DRAIN '7.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 80 ROOF TRU55 LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD ARCH D (.24"X 36') WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING EY: (590} 89 1-G585 1 q YCAMORE VALLEY ROAD CHICO, CALIFORNIA 95 q 43 LYNNSMITH3 20ATT.NET - av%cep i_r, ov. Ve 60LDEN SUN MAX RAMIREZ U ah a LOESS/04, K a ANO. 15688`' 0/18 J� CIVt\, l�Q OFc l\F��C 3/30/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH N� 4 W 0 (p 00 Qv�- —1w0 OL > 0 -1 ILIL0tn O fill OL�z� LIVABLE: 1 251 SgFt TOTAL GAR_ AGE: 682 SgFt COVERED PATIO: 24 SgFt TOTAL AND BUILDING DEPARTMENT APPROVAL PRIOR TO DATE: CONSTRUCTION. 3/30/201'7 q.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS SCALE: AND BRACING. IMMEDIATELY NOTIFY TRU55 COMPANY SHOWN OF ANY DISCREPANCIES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE,] u TABLE 2304.10.1, UNLE55 NOTED OTHERWISE. U-67 PERMIT" _ 0TQRY BUTTE COUNTY D E'VELOPMENT SERVICES SHEET REVIEWED FOR CODE COMPLIANCE DATE—r3 CAUsers\Lynn\Documents\Ghlef X9 Plans\Todd Denney\Penney Resldence.layout OWNER: TODD DENNEY (530) 518-8763 EMAIL ADDRESS: TCDenney®GMaitcom 0 COPYRIGHT 201-7 ...... LYNN SMITH - DRAFTING 1 q9 SYCAMORE VALLEY ROAD, • CHICO, GA 95973 = • -o-as (530) 89 1-0585 WORK EMAIL ADDRESS: Lynn5mlth329ATTAet Lr""Dwre,82"ATT."tT DORMER VENT(5): 2'x32" LOW PROFILE PITCH 11 DRAG TRUSS: 2000# 5: 12 PITCH OVER FRAMING: PER 8/502, TYP. 12 TYP. ' SD 4.0' . "U 6"X 10" DF#2 -H In L s:12 24" PITCH11 N W/ GAPS a STRAP PER 1 1 /SD2 TYP. NON- BEARING WALL d'IN ROOF PLAN STRUCTURAL NOTES_ 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS 5D 1-5D2 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.1 3 1 " DIA X 2 1/2") AT (5" O.G. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 1 2" O.G. PROVIDE 115* GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8-5N FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. 5.) PROVIDE 4X POST MIN. U.N.O. AT ALL BEAM AND GIRDER TRU55 BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 6.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. SUMMIT STRUCTURAL DE51ON - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, CA q 5 926 (530) 592-4407 WORK EMAIL APPRE55: Ryland®5ummltGhico.com 6"x 10" DF#2 6"x 1 O" DF#2 DOWNSPOUT CONNECT TO YARD DRAIN TYP. EAVE DOWNSPOUT CONNECT TO YARD DRAIN '7.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 80 ROOF TRU55 LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD ARCH D (.24"X 36') WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING EY: (590} 89 1-G585 1 q YCAMORE VALLEY ROAD CHICO, CALIFORNIA 95 q 43 LYNNSMITH3 20ATT.NET - av%cep i_r, ov. Ve 60LDEN SUN MAX RAMIREZ U ah a LOESS/04, K a ANO. 15688`' 0/18 J� CIVt\, l�Q OFc l\F��C 3/30/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH N� 4 W 0 (p 00 Qv�- —1w0 OL > 0 -1 ILIL0tn O fill OL�z� LIVABLE: 1 251 SgFt TOTAL GAR_ AGE: 682 SgFt COVERED PATIO: 24 SgFt TOTAL AND BUILDING DEPARTMENT APPROVAL PRIOR TO DATE: CONSTRUCTION. 3/30/201'7 q.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS SCALE: AND BRACING. IMMEDIATELY NOTIFY TRU55 COMPANY SHOWN OF ANY DISCREPANCIES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE,] u TABLE 2304.10.1, UNLE55 NOTED OTHERWISE. U-67 PERMIT" _ 0TQRY BUTTE COUNTY D E'VELOPMENT SERVICES SHEET REVIEWED FOR CODE COMPLIANCE DATE—r3 CAUsers\Lynn\Documents\Ghlef X9 Plans\Todd Denney\Penney Resldence.layout OWNER: TODD DENNEY (530) 518-8763 EMAIL ADDRESS: TCDenney®GMaitcom 0 COPYRIGHT 201-7 ...... LYNN SMITH - DRAFTING 1 q9 SYCAMORE VALLEY ROAD, • CHICO, GA 95973 = • -o-as (530) 89 1-0585 WORK EMAIL ADDRESS: Lynn5mlth329ATTAet Lr""Dwre,82"ATT."tT DOY THIS PROPERTY -15 IN A STATE RESPONSIBILITY AREA (SRA): SEE NOTES: WILDLAND URBAN INTERFACE (W.U.I.) .' '1 1 L��Ll GIL� J_1 I CONTINUOUS RIDGE VENT LJ 'll I_L -1 L 1 jl� 1 FASCIA 4 GUTTER: CONNECT TO 2'x3 DOWN51-01,75, CONFIRM. CONTINUOUS RIDGE VENT I �- `a It 1l L ` t J.. 1 r� CONTINUOUS COMPOSITION ROOFING -'LIC -f f RIDGE VENT OVER 15# FELT OVER 1/2" GDX PLYWOOD OR OSB WITH Sd'S AT 6", 12"c/c. ROOF VENTILATIONI: PITCH 5 / 12 - DORMER VENT SEE ROOF PLAN 4 ROOF +i 1- VENTILATION GALLS. TRU55ES ® 24"c/c, DE516N 4 GALG5 BY OTHERS, CONTINUOUS ` RIDGE VENT J; I L - L rr ` T- L . 1_ 1 =L-� --__1t._, 1_L -_J .-_l:_. EAVES-450FFIT-NOTES, EAVES SHALL BE ENCLOSED WITH NSPOUT ELECT, DISCONNE ELECT.' -. 7� -__-- ---- LIGHT DOWNSPOUT DOWNSPOUT - III II IIII EXTERIOR_ LIGHTS: ELECT. 205OLS SEE ELECTRICAL NOTES: 2_COAT _S LAYER EXTERIOR LIGHTS. APPLIED OVER 2 2 LAYERS OF GRADE D PAPER, ELECT,. SERVICE: HVAC COND. UNIT SEE ELECTRICAL NOTES: SERVICE PANELS. STUCCO WEEP SCREEDS: SEE NOTES: SIDING. ueHT 6"Xb" PO'�JTS ■ SAFETY GLASS ME® ®® ® ® ffm� 18080 (T�A ® I I I I I I I" I I Jib OVERHEAD GARAGE DOOR: ®® SEE NOTES: GARAGE. ®um rJTJ_: L_I...I _-.. ..1. _y_ t UCMT EXTERIOR LIGHTS: 1 THIS PROPERTY IS IN A STATE " RESPONSIBILITY AREA (SRA): LJ SEE NOTES: WILDLAND URBAN c INTERFACE (W.U.I.) Y� \ CONTINUOUS LIµi RIDGE VENTt Ll 11�_II EAVES 4 SOFFIT._NOTES:�-IL_= 1_ _'--L_-1 .1_._1.1 i L.L EAVES 1_—L - SHALL BE ENCLOSED WITH AN Ir T COMBUSTIBLE ANCE WAITHERIAL IN OT ON ,7Y "704A.2.5 EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE FIRE RESISTANT IN ACCORDANCE WITH GBG. SECTION 704A.3.2.3 EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER GBG 5EGTION 704A.3.2.2. ALL EXTERIOR WALLS: ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN 16NITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH C15C.5ECTION 704A.3 EAVES 4_SOFFIT NOTES: EAVES SHALL BE ENCL05ED WITH AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH GBG. SECTION '104A.2.5 EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE FIRE RESISTANT IN ACCORDANCE WITH GBG. SECTION 704A.3.2.3 EXTERIOR -GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER GBG SECTION 704A.3.2.2. ALL EXTERIOR WALLS: ALL EXTERIOR WALLS SHALL BE ENCL05ED WITH AN IGNITION PIE515TANT OR NON-GOMBU5TIBLE MATERIAL IN ACCORDANCE W1TH GBG. SECTION 704A.3 CONTINUOUS RIDGE VENT FASCIA 4 GUTTER: CONNECT TO 2'x3" DOWNSPOUTS, CONFIRM. AN IGNITION RE515TANT OR NON- COMBUSTIBLE MATERIAL IN AGCORDANGE WITH GBG. SECTION 704A.2.3 EXTERIOR DOORS:. ALL EXTERIOR DOORS TO BE FIRE RESISTANT IN ACCORDANCE WITH GBG. SECTION 704A.3.2.3 EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER GBG SECTION 704A.3.2.2. ALL EXTERIOR WALLS: ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH GBG. SECTION 704A.3 HVAC, GOND. UNIT: G� n I I. SEE NOTES: HEATING d LANPINC75: COOLING. L T 5 111/ FIS 1a� T I O,� SEE NOTES: LANDINGS. SCALE: 114"- 1'-0" DORMER VENT CONTINUOUS RIDGE VENT i t` ELECT, DISCONNE ELECT.' -. 7� -__-- ---- _I DOWNSPOUT , 1 , L_I 1J I I I 1_ 2LJ 1 _Ll rJTJ_: L_I...I _-.. ..1. _y_ t UCMT EXTERIOR LIGHTS: 1 _ HOLD WINDOW TOP AT 8' CONTINUOUS MD&ECOMP051TION ROOFING: RIDGE V OVER 15# FELT OVER 1/2" GDX PLYWOOD OR OSB WITH _. J L L PITCH 5/ 12 L 11'1`,1� 4 t ROOF VENTILATION: L1 . J L 1 1 J i I� 1 ._ iL_ 11 J _i I J _f_, 1 L L_J L_1 L J 1 SEE ROOF PLAN 4 ROOF TRU55ES ® 24"-G/G 1 I I I 1 VENTILATION GALG5. DESIGN 4 GALLS BY OTHERS t c L ..1-� 1 T_J..l_ I I - �,J- � � __,_14-T-' --7_ A 9' PLATE HEIGHT POI FINISHED OF LANDINGS: SEE NOTES: LANDINGS. THIS PROPERTY 15 IN A STATE RESPONSIBILITY AREA (SRA): SEE NOTES: WILDLAND URBAN INTERFACE ELECT, DISCONNE ELECT.' -. 7� -__-- ---- AN IGNITION RE515TANT OR NON- DOWNSPOUT , 1 , L_I 1J I I I _11 1 _Ll T 1 1 LIGHT L - � DOWNSPOUT 402OLS LIGHT UCMT EXTERIOR LIGHTS: HOLD WINDOW TOP AT 8' SEE ELECTRICAL NOTES: EXTERIOR LIGHTS. EXTERIOR LIGHTS: RESISTANT IN ACCORDANCE WITH SEE ELECTRICAL NOTES: GBG. SECTION 'I04A.3.2.3 DOWNSPOUT SEE ELECTRICAL NOTES: pOWNSP� EXTERIOR LIGHTS. EXTERIOR GLAZING: 2 -COAT. STUCCO: It EXTERIOR LIGHTS. ONE PANE OF EACH WINDOW APPLIED OVER 2 LAYERS SHALL BE TEMPERED AS PER GBG 6"x6" 2 COAT- STUCCO: OF GRADE D PAPER. APPLIED OVER 2 LAYERS OF GRADE D PAPER. POSTS ALL EXTERIOR WALLS: -- ALL EXTERIOR WALLS SHALL BE STUCCO WEEP_SGREEDS: • LANDIN(5S: SEE NOTES: SIDING. BEE NOTES: LANDINGS. 1/2 LITE .AVE 3068 SAFETY 0 GLASS • 1 1 Ov GFGI DOOR STUCCO WEEPSGREEDS; 0 u SEE NOTES: SIDING. FINI5I POI FINISHED OF LANDINGS: SEE NOTES: LANDINGS. THIS PROPERTY 15 IN A STATE RESPONSIBILITY AREA (SRA): SEE NOTES: WILDLAND URBAN INTERFACE LANDINGS: SEE NOTES: LANDINGS. r_R-_l_CG;H_T 50F. FELF-VATIO SCALE: 114" - 1'-O" CONTINUOUS RIDGE VENT _ _ , 1 �L� Li i—J-�� t 1 J ; L L_ _ L_ I I_J it—' -Tl 1 r 1 I J 1 -:j, �J' 1-� L, Ll DORMER VENT 1 �- ---DORMER PENT 1--i-DORMER VENT _ -DORMER VENT -1 —L -..1--L -J_L - J- 1 _i l 11._ _i I i_ I-.-.�_� : 1-,:_ 1 t.._. 1 _.... I 1 1 1J_._ ' 1 I, 1-.-_ �Ty _1- L TRU55ES c� 24"c/c, ' u - - -�—L1 ..1 J. —J_L�1 1- L J 1 �_ I_ I. i-- � 1 is 1.. -i 1 i - - LL7 -`-L-� DESIGN 4 GALG5 BY OTHERS L . - J --I � 1L -- .�-�—Ll H__ 1..L.. 1 —L JLt L ` _L i_L :I..J J rte— , I LA ,-1., 't -' f .1. __.I L_L__L-L.._L__Ll--- _ LJ. 1 L J , ___1 L .-- -1__l.-1. _ .-__i'_1 -1_ 1 -mss ,S L�.J—L _LL 1�-1_`_r11 LI. L I�... L , 1 FA5C 4 U G ITER. , 1 , �L L 1_ I-1 1 11 Ll 1 � T CONN G T i J i I 1 E T 0 2"x3' DOWNSPOUTS, CONFIRM.Lr J� ` _ )UT IED GRADE OVER 15# FELT OVER 1/2" CONTINUOUS GDX PLYWOOD OR 05B WITH RIDGE VENT Sd'5 AT 6, 1:2"c/c. PITCH 5 / 12 A'+J ` ROOF VENTILATION: 1 -1 t 1 I i i SEE ROOF PLAN 4 ROOF L� , 1 1 .J 1 1 1 1 I_ VENTILATION GALG5. L 1 L_ 1- L 1 L l- Ll'11__J_L L 1L L1 i 11 J L-1� LJ A l 1 II --1 , JJ L is J J, ':L' L ,�- J` L —t1 , L� L L�11 L L I LJ_ J t L � EAVES 4 SOFFIT NOTES. _t L q' PLATE HEIGHT 1 S b.- - EAVES SHALL BE ENCLOSED WITH ELECT, DISCONNE ELECT.' -. 7� -__-- ---- AN IGNITION RE515TANT OR NON- I , 1 , L_I 1J I I I _11 1 _Ll T 1 1 iNSPOVT L - � DOWNSPOUT 402OLS LIGHT LANDINGS: SEE NOTES: LANDINGS. r_R-_l_CG;H_T 50F. FELF-VATIO SCALE: 114" - 1'-O" CONTINUOUS RIDGE VENT _ _ , 1 �L� Li i—J-�� t 1 J ; L L_ _ L_ I I_J it—' -Tl 1 r 1 I J 1 -:j, �J' 1-� L, Ll DORMER VENT 1 �- ---DORMER PENT 1--i-DORMER VENT _ -DORMER VENT -1 —L -..1--L -J_L - J- 1 _i l 11._ _i I i_ I-.-.�_� : 1-,:_ 1 t.._. 1 _.... I 1 1 1J_._ ' 1 I, 1-.-_ �Ty _1- L TRU55ES c� 24"c/c, ' u - - -�—L1 ..1 J. —J_L�1 1- L J 1 �_ I_ I. i-- � 1 is 1.. -i 1 i - - LL7 -`-L-� DESIGN 4 GALG5 BY OTHERS L . - J --I � 1L -- .�-�—Ll H__ 1..L.. 1 —L JLt L ` _L i_L :I..J J rte— , I LA ,-1., 't -' f .1. __.I L_L__L-L.._L__Ll--- _ LJ. 1 L J , ___1 L .-- -1__l.-1. _ .-__i'_1 -1_ 1 -mss ,S L�.J—L _LL 1�-1_`_r11 LI. L I�... L , 1 FA5C 4 U G ITER. , 1 , �L L 1_ I-1 1 11 Ll 1 � T CONN G T i J i I 1 E T 0 2"x3' DOWNSPOUTS, CONFIRM.Lr J� ` _ )UT IED GRADE OVER 15# FELT OVER 1/2" CONTINUOUS GDX PLYWOOD OR 05B WITH RIDGE VENT Sd'5 AT 6, 1:2"c/c. PITCH 5 / 12 A'+J ` ROOF VENTILATION: 1 -1 t 1 I i i SEE ROOF PLAN 4 ROOF L� , 1 1 .J 1 1 1 1 I_ VENTILATION GALG5. L 1 L_ 1- L 1 L l- Ll'11__J_L L 1L L1 i 11 J L-1� LJ A l 1 II --1 , JJ L is J J, ':L' L ,�- J` L —t1 , L� L L�11 L L I LJ_ J t L � EAVES 4 SOFFIT NOTES. _t L q' PLATE HEIGHT 1 S b.- - EAVES SHALL BE ENCLOSED WITH CONTINUOUS RIDGE VENT THIS PROPERTY 15 IN A STATE RESPONSIBILITY AREA (5RA): SEE NOTES: WILDLAND URBAN INTERFACE (W.U.I.) ELECT, DISCONNE ELECT.' -. 7� -__-- ---- AN IGNITION RE515TANT OR NON- `Ll ELECT. SERVICE: COMBUSTIBLE MATERIAL IN ACCORDANCE WITH GBG. SECTION 704A.2.3 LIGHT EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE FIRE iNSPOVT DOWNSPOUT 402OLS LIGHT DOWNSPOUT EXTERIOR LIGHTS; HOLD WINDOW TOP AT 8' SEE ELECTRICAL NOTES: EXTERIOR LIGHTS. EXTERIOR LIGHTS: RESISTANT IN ACCORDANCE WITH SEE ELECTRICAL NOTES: GBG. SECTION 'I04A.3.2.3 L11 I, 5040L5 5040L5 EXTERIOR LIGHTS. EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER GBG 2 COAT- STUCCO: SECTION 704A.3.2.2. APPLIED OVER 2 LAYERS OF GRADE D PAPER. ALL EXTERIOR WALLS: -- ALL EXTERIOR WALLS SHALL BE STUCCO WEEP_SGREEDS: • LANDIN(5S: SEE NOTES: SIDING. BEE NOTES: LANDINGS. ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH GBG. SECTION 704A.3 .AVE CONTINUOUS RIDGE VENT THIS PROPERTY 15 IN A STATE RESPONSIBILITY AREA (5RA): SEE NOTES: WILDLAND URBAN INTERFACE (W.U.I.) ELECT, DISCONNE ELECT.' -. 7� E' __. `Ll ELECT. SERVICE: NVAGGOND,UNIT' SEE ELECTRICAL NOTES: 5ERVIGE PANELS. L11 I, DORMER VENT '1 11-1_ EXTERIOR LIGHTS: - J L j SEE ELECTRICAL NOTES: 1 1 L EXTERIOR LIGHTS 604 JAMAK FELEVATION"I'l SCALE: 114"- 1'-0" CONTINUOUS RIDGE VENT L I_ 1 :! I .--I 1 :. J,1 1 i "1-'i L L i�- i COMPOSITION ROOFING: OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 0513 WITH Sd'S AT 6", 12" G/G. PITCH 5 / 12 ROOF_ VENTILATION: SEE ROOF PLAN 4 ROOF VENTILATION GALLS. limit I11 III 1 I III 1 1 (ov 'IGFGGCI 6"xb` P05T5 8040T5'' 6040L5 2 GOAT STUCCO: II APPLIED OVER 2 LAYERS OF OR D PAPER. STUCCO WEEP 5CREEDS: SEE NOTES: SIDING. HVAC GOND. UNIT: LANDINGS: SEE NOTES: HEATING t SEE NOTES: LANDINGS. �" 7 COOLING. JSGALE�4-- IO' 7 22 18 q SAMSON AVENUE, CORNING, CALIFORNIA 96021 -»# ► PHONE: (530) 321-7242 CELL ,A 4,EMAIL ADDRESS: Max®CadMama.com L W PLATE HEIGHT 4 A. FINISHED GRADE ' - SUMMIT 5TRUGTURAL DE51GN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, GA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland®5ummftGhlco.com ARCH D (24•• X 56") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID M15TAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR- BUILDING RRORBUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAPTIN6 EY: WH (530} 89 1-0685 1 9 YGAMORE VALLEY ROAD GHISO, GALTorsiA 951478 LYNNSMITH52®ATT.NET swisa�v �.ai rte. nv. ��r 60^EN 5JN „„� „DE81GN6 RAMIREZ k / I THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH Z Q W J W w F- X W LIVABLE: 12 51 SgFt TOTAL GARAGE: 682 SgFt COVERED PATIO: 24 SgFt TOTAL DATE: 5/30/201 7 SCALE: SHOWN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICESREVIKZWED FOR CODE COMPLIANCE DATE--___� j L-�_l SHEET G:\Users\Lynn\Documents\Chief X9 Plans\Todd Denney\Denney Resldence.layout OWNER: TODD DENNEY (530) 518-8763 EMAIL ADDRESS: TGDenney®GMalLcom 0 COPYRIGHT 201 7 LYNN SMITH - DRAFTING �tI}'LfMN' 1 99 SYCAMORE VALLEY ROAD, ■ IIAA CHICO,CA95g73 • (530) 89 1-0585 WORK ' EMAIL ADDRESS: LynnSmlth32®ATT.net ELECT, DISCONNE ELECT.' -. SEE NOTES: HEATING 4 E' COOLING. DFSGONF ELECT. SERVICE: NVAGGOND,UNIT' SEE ELECTRICAL NOTES: 5ERVIGE PANELS. DORMER VENT '1 11-1_ EXTERIOR LIGHTS: - J L j SEE ELECTRICAL NOTES: 1 1 L EXTERIOR LIGHTS 604 JAMAK FELEVATION"I'l SCALE: 114"- 1'-0" CONTINUOUS RIDGE VENT L I_ 1 :! I .--I 1 :. J,1 1 i "1-'i L L i�- i COMPOSITION ROOFING: OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 0513 WITH Sd'S AT 6", 12" G/G. PITCH 5 / 12 ROOF_ VENTILATION: SEE ROOF PLAN 4 ROOF VENTILATION GALLS. limit I11 III 1 I III 1 1 (ov 'IGFGGCI 6"xb` P05T5 8040T5'' 6040L5 2 GOAT STUCCO: II APPLIED OVER 2 LAYERS OF OR D PAPER. STUCCO WEEP 5CREEDS: SEE NOTES: SIDING. HVAC GOND. UNIT: LANDINGS: SEE NOTES: HEATING t SEE NOTES: LANDINGS. �" 7 COOLING. JSGALE�4-- IO' 7 22 18 q SAMSON AVENUE, CORNING, CALIFORNIA 96021 -»# ► PHONE: (530) 321-7242 CELL ,A 4,EMAIL ADDRESS: Max®CadMama.com L W PLATE HEIGHT 4 A. FINISHED GRADE ' - SUMMIT 5TRUGTURAL DE51GN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO, GA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland®5ummftGhlco.com ARCH D (24•• X 56") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID M15TAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR- BUILDING RRORBUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAPTIN6 EY: WH (530} 89 1-0685 1 9 YGAMORE VALLEY ROAD GHISO, GALTorsiA 951478 LYNNSMITH52®ATT.NET swisa�v �.ai rte. nv. ��r 60^EN 5JN „„� „DE81GN6 RAMIREZ k / I THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH Z Q W J W w F- X W LIVABLE: 12 51 SgFt TOTAL GARAGE: 682 SgFt COVERED PATIO: 24 SgFt TOTAL DATE: 5/30/201 7 SCALE: SHOWN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICESREVIKZWED FOR CODE COMPLIANCE DATE--___� j L-�_l SHEET G:\Users\Lynn\Documents\Chief X9 Plans\Todd Denney\Denney Resldence.layout OWNER: TODD DENNEY (530) 518-8763 EMAIL ADDRESS: TGDenney®GMalLcom 0 COPYRIGHT 201 7 LYNN SMITH - DRAFTING �tI}'LfMN' 1 99 SYCAMORE VALLEY ROAD, ■ IIAA CHICO,CA95g73 • (530) 89 1-0585 WORK ' EMAIL ADDRESS: LynnSmlth32®ATT.net EXTERIOR LIGHTS SEE ELECTRICAL NOTES, LIGHTS. GFCI taw -- 2TUBE I I 28W 2 TUBE =4� FCI GARAGE NOTES: / I \ SEE ELECTRICAL NOTES: GARAGE. 2aW 2 TUBE BREAK ANEL b SEE ELECTRIC L NOTES: GFCI SERSERVICE PANEL.\ACANCY GFCI., GFCI.- HM rl, [;FrL- `\\ENSOR DISCONNECT ELECT, SERVICE: SEE NOTES, UTILITIES. d ELECTRICAL (NOTES: SERVICE PANELS. HVAC GOND. UNIT: 1 J SEE NOTES, HEATING d COOLING. 2.) SEE ELECTRICAL NOTES, HVAC, CONDENSING UNIT. SEE ELEGTRIGAL NOTES: "ALL AREA5" FOR MANDATORY MEASURES. EXTERIOR_ LIGHTING: SEE ELECTRICAL NOTES: LIGHTING. SCALE114'- 1'-O" ELECTRICAL_ SHALL_ BE INSTALLED PER THE G.E.G_ ALL AREAS: 1.) REFER TO THE MANDATORY MEASURES FOR RESIDENTIAL LIGHTING MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. 2.) BRANCH_ CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT - INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS. GEC ART. 2 10.1 2 (B). 3.) RECEPTACLES: BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEC ART. 406.12. 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR OPENINGS SHALL HAVE A RECEPTACLE. GEC, ART. 2 10.52 (A). 5.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC SECTION 314.25. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER GEC, SECTION 3 1 4.27 (A) d (D). 6.) WHOLE.HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN 15 OFF. 7.) CEILING FANS W/LIGHT: FLOURSGENT W/ SWITCH OR INCANDESCENT W/ DIMMER SNITCH. MAINTAIN 36' CLEARANCE FROM ANY FIRE SPRINKLER. 8.) THERMOSTATS: SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. 9.) EXHAUST FANS: PROVIDE A MIN. OF 50 GFM FANS (20 CFM FOR CONTINUOUS VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING d IRRIGATION TIMER. (CONFIRM) 1 1.) MAIN ELEGTRIGAL_ SERVICE PROVIDE 200 AMP. VERIFY LOCATION OF MAIN d SUB PANEL. V. T FANS. C5/TV 28W 2 TUBE IJ�M SEELEGTRrA�. Nal'. 5YMBOL DESCRIPTION - �� O ®AV Control ELECTRICAL METER, GAS METER, ELECTRICAL DISCONNECT, SUBPANEL, DOOR CHIME, DOOR BELL, THERMOSTAT, HOME ALARM d AV CONTROL so co ® co GO/SMOKE, SMOKE d CO DETECTORS ' CEILING FANS ® ® p0l EXHAUST, EXHAUST HEAT LAMP, EXHAUST W/LIGHT, EXHAUST W/ LIGHT d HEAT WALL EXHAUST 4 C CS/Tv C117 Cr, C7 n c\/S 7 2 GABLE, GAT 5, GATS W/ TV, GAT5E, GAT6, GAT 7, PHONE d TV JACKS AFCI,�Qj-Ip Qq p p WP^ GFCJ.�(p GFI Qj--jp T j -(p Qj � (Srn S� il)m 1 10 VOLT: AFGI, LOW VOLTAGE, DUPLEX, DUPLEX SPLIT WIRED, DUPLEX WEATHERPROOF, GFCI, GFI, GUADRAPLEX, SINGLE, DUPLEX W/ SWITCH, 51NOLE W/ SWITCH, TRIPLEX, TRIPLEX SPLIT WIRED {� I�1I 220 VOLT, THREE PHASE coC DW� � CT H 99 m R SA S TW TC W GD Q T'p (p P� ll\�/Il DRYER, WASHER, DISHWASHER, ELECTRIC RANGE, GAS COOKTOP, HOOD W/ VENT, MICROWAVE, REFRIGERATOR, SAUNA, STEAM, TOWEL WARMER, TRASH COMPACTOR, WHIRLPOOL d GARBAGE DISPOSAL Dl $ 41 Al Kl L MLOC $ �Wl WQ t$ $ RC y DM� 31 3DMl Tl WPl JLC UW: (1W, MVV: MVV: 5WITGHES: AUTOMATIC DOOR, 4 WAY, AUDIO CONTROL, KEY OPERATED, LOW VOLTAGE, MULTI LIGHT, OCCUPANCY .SENSOR, REMOTE CONTROL, SINGLE POLE, SINGLE POLE W/ DIMMER, 3 WAY, 3 WAY DIMMER, TIMER d WEATHERPROOF �� VACUUM OUTLET WALL MOUNTED VACUUM SYSTEM O F CABINET MOUNTED: PUCK, RECTANGULAR, ROUNDED 1 TOE KICK LIGHTING � "`(( ice.( ® CEILING MOUNTED, DUAL SPOT, TRIPOD SPOT. 6" RECESSED, HEAT LAMP, LOW VOLTAGE 44"RECESSED 0 COIN CHANDELIER, ELEGAND PENDANT, RAINDROP CHANDELIER d SCROLL CHANDELIER BOWL PENDANT CHANDELIER, ROUND PENDANT CHANDELIER, CONTEMPORARY BOWL CHANDELIER, MOROCCO PENDANT CHANDELIER, PRARIE PENDANT CHANDELIER d 50ROLL BOWL PENDANT CHANDELIER 0 (4+00- 00 3:O o =" ° 3i O O ° t O o 0 o 0 0 o 0 o o o O o 3 DOWN LIGHTS, ARTS d GRAFTS CHANDELIER, BOWL CHANDELIER, CANDELABRA CHANDELIER, CONTEMPORARY CHANDELIER, CRAFTSMAN CHANDELIER, CRYSTAL CHANDELIER, DOVER CHANDELIER, FRANKLIN TRIPLE, RING CHANDELIER, SEASIDE CHANDELIER, SHADED CANDELABRA, SUSPENSION, TORCH CHANDELIER, TRACK CHANDELIER, TRIPLE CLASSIC, VINTAGE CHANDELIER, WEIGHTED CHANDELIER, WEIGHTED DOUBLE CHANDELIER„ WROUGHT IRON CANDELABRA d WROUGHT IRON CHANDELIER, 0 0 0 0 EMERGENCY EXIT LIGHTING d EXIT SIGNS SURFACE MOUNTED FLUORESCENT LIGHTING: 2 i "x48" (4) TUBE FIXTURE, 24'(2) TUBE FIXTURE, 45'(2) TUBE FIXTURE d 9 6"(2) TUBE FIXTURE RECE55ED FLUORESCENTS: SIMILIAR W/ "R" IN FIXTURE. _5FF LAMP HOLDERS. �.� yW HANGING FLUORESCENT LIGHTING: LONG SHOP LIGHT d SHORT SHOP LIGHT LED O �❑ ❑ Q O OO O v OUTDOOR PATH LIGHTING: CYLINDRICAL BOLLARD, BOLLARD, BOX LAMP, FLA E, PR A HLIGHT, PATH LIGHT - WIDE BRIM, SPOT LIGHT, TULIP - SMALL d TULIP LAMP 0 ❑zs=11SL ® P O O OUTDOOR STREET LIGHTING: ACORN LAMP, BOX LAMP, COLONIAL 3 LAMPS, COLONIAL LAMP, FLAIR LAMP, GLOBE LAMP, ORNATE LAMP, SPHERICAL LAMP d STREET LANTERN d TRACK LIGHTING: BASIC 24, BASIC 48', DUAL RAIL TRACK, GOOSENECK TRACK, RAIL TRACK, TRACK CHANDELIER d TRACK LIGHTING HEAD �-�p-�p-� WALL MOUNTED LIGHTING: VARIOUS SCONCES, SEMI -FLUSH MOUNTED LIGHTS, DUAL FLOOD, DUAL SPOT, GOOSENECK DOUBLE 5GONCE, GOOSENECK TRIPLE SCONCE, SINGLE FLOOD 4 MOTION SENSOR FLOOD OO 00 LIGHT BARS: LIGHT BAR HORIZONTAL d LIGHT BAR VERTICAL, EXTERIOR LIGHTS SEE ELECTRICAL NOTES, LIGHTS. GFCI taw -- 2TUBE I I 28W 2 TUBE =4� FCI GARAGE NOTES: / I \ SEE ELECTRICAL NOTES: GARAGE. 2aW 2 TUBE BREAK ANEL b SEE ELECTRIC L NOTES: GFCI SERSERVICE PANEL.\ACANCY GFCI., GFCI.- HM rl, [;FrL- `\\ENSOR DISCONNECT ELECT, SERVICE: SEE NOTES, UTILITIES. d ELECTRICAL (NOTES: SERVICE PANELS. HVAC GOND. UNIT: 1 J SEE NOTES, HEATING d COOLING. 2.) SEE ELECTRICAL NOTES, HVAC, CONDENSING UNIT. SEE ELEGTRIGAL NOTES: "ALL AREA5" FOR MANDATORY MEASURES. EXTERIOR_ LIGHTING: SEE ELECTRICAL NOTES: LIGHTING. SCALE114'- 1'-O" ELECTRICAL_ SHALL_ BE INSTALLED PER THE G.E.G_ ALL AREAS: 1.) REFER TO THE MANDATORY MEASURES FOR RESIDENTIAL LIGHTING MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. 2.) BRANCH_ CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT - INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS. GEC ART. 2 10.1 2 (B). 3.) RECEPTACLES: BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEC ART. 406.12. 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR OPENINGS SHALL HAVE A RECEPTACLE. GEC, ART. 2 10.52 (A). 5.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC SECTION 314.25. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER GEC, SECTION 3 1 4.27 (A) d (D). 6.) WHOLE.HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN 15 OFF. 7.) CEILING FANS W/LIGHT: FLOURSGENT W/ SWITCH OR INCANDESCENT W/ DIMMER SNITCH. MAINTAIN 36' CLEARANCE FROM ANY FIRE SPRINKLER. 8.) THERMOSTATS: SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. 9.) EXHAUST FANS: PROVIDE A MIN. OF 50 GFM FANS (20 CFM FOR CONTINUOUS VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING d IRRIGATION TIMER. (CONFIRM) 1 1.) MAIN ELEGTRIGAL_ SERVICE PROVIDE 200 AMP. VERIFY LOCATION OF MAIN d SUB PANEL. V. T FANS. C5/TV 28W 2 TUBE IJ�M SEELEGTRrA�. Nal'. SMOKE/G.O_ALARM5: EXH ST FA ' SEE ELECTRICAL NOTES: \/ 9W /LED ' I OC OCCUPANCY FAN W/LIGHT: SENSOR -T OM NOTES: LEv SEE TRI AL NOTES: \+EERIC OM qW �� LED _ OSETS: OG Y SEE ELECTRICAL SEE F - OR NOTES: CLOSETS. aW MOKE/G.0.�4RM5: E LED SEE ELEGTRIGAL NOTE : LED SMOKE/G.O. ALARMS. li FAN Y HT: SEE ELF.VTRIGAL / NOTES: ILIN*LrP;'E FANS./ 1 c5r LI SEE E TES: \ HOLDERS. / \\9W LED 9W LED EXTERIOR LIGHTS SEE ELECTRICAL NOTES, LIGHTS. EXTERIOR LIGHT -5 SEE ELECTRICAL D\ NOTES, LIGHTS. •.•EXTERIOR RECEPTACLES SEE ELECTRICAL NOTES: EXTERIOR RECEPTACLES. WHOLE HOUSE VENTILATION: THE LAUNDRY EXHAUST FAN TO BE USED FOR THE WHOLE HOUSE VENTILATION REQUIREMENTS. SEE ELECTRICAL NOTES: WHOLE HOUSE VENTILATION. LOCAL VENTILATION RATE (SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 GFM EACH NUMBER OF BATHROOMS - 2 (DUCT 51ZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - 70 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 1 80CFM NUMBER OF KITCHENS - 1 DUCT SIZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY MAX._ALLOWABLE DUCT LENGTH_ - NO LIMIT Ofan - FAN FLOW RATE (Gfm) Afloor - CONDITIONED FLOOR AREA Nbr. - NUMBER OF BEDROOMS (MIN _1) Ofan - (0.01 X Afloor) + (7.5 x (Nbr + 1)) Ofan - (0.01 x 1 257) + (7.5 X (2+ 1)) Ofan - 12.6 + 22.5 Ofan - 35.1 (ROUNDED T0,36 CFM) GFCI WP LAUNDRY_4 UTILITY ROOMS: SEE ELECTRICAL NOTES, BATHROOM NOTES: LAUNDRY d UTILITY ROOMS. SEE ELECTRICAL NOTES: BATHROOMS. ry 0 D EXHAU5T.FAN: o Csry I)NV SEE ELECTRICAL NOTE 9W EXHAUST FANS. �® LED \LED /LEO 9W / LED ITC.HEN, PANXt�Y d MING: / LR F. T L LIGHTING: < IKITCHEN, PANTRY it DINING AREAS. , I \ GFCIJEIJ1 1 • CI �1 / 5W GFCI C GU m GFCI LEv `p SE IN LED LED FC WHOLE $ -HOUSE J n SMOKE/G.O. ALARMS: SEE ELECTRICAL NOTES: sso em r F / SMOKE/G.O. ALARMS. THERM05TAT_ ^W DOOR CHIME SEE ELECTRICAL LED LOCATION NOTES: THERMOSTAT �- 5MOKEIC.O. ALARMS: - TG' Q5EEELECTRICAL NOTES: ���1 Ik6��� SMOKE/G.O. A � CAA,�D�ED I I 3 -IN LED Len /LED FAN r' LIGHT: / E ELECTRICAL \ N E5: CEILING \ F N5. C! I LAMP_HOLDERS: t SEE ELEGTRIGAL NOT \ LAMP HOLDERS. 9W /ED 9W LED 9W LED P�FCI DOOR BELL / LOCATION EXTERIOR REGEP A LE5 SEE ELECTRICAL NOT 5 EXTERIOR REGEPTAG E KITCHEN, PANTRY d DINING AREAS: 12.) KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 1 50-E. /A 15.) ISLAND OR PENINSULA: PROVIDE A GFCI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER. GEC, ART. 210.52 (G) (213) AND ART. 2 10.8. 14.) SMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER GEC, ART. 2 10.52 (B). 15.) COUNTERTOP RECEPTACLES IN THE KITCHEN AND DINING ROOMS SHALL BE INSTALLED AT EACH WALL COUNTER SPACE THAT 15 1 2" OR WIDER. RECEPTACLE OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 MORE THAN 24' MEASURED HORIZONTALLY FROM A REGEPTAGLE OUTLET SPACE. GEC ART. 210.52 (G) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP., 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. LAUNDRY d UTILITY ROOMS: 16.) LAUNDRY 1 UTILITY. ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER GEC, ART. 2 10.1 1 (G) (2). 1'7,) DRYER_OUTLET_ PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER GEC. BEDROOM: 1 8.) SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM d ON EACH FLOOR OF THE DWELLING. SMOKE/CARBON MONOXIDE ALARMS: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE d CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO BEDROOMS. A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. B.) FOR BEST RESULTS, USE DUAL IONIZATION d PHOTOELECTRIC SENSOR SMOKE ALARMS. 19.) (:,LO5ET5 LIGHT5: PER G.E.G_ MAX RAMIREZ - GOLDEN 5UN DESIGN - ENERGY GALG5 22189 SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 .• s- PHONE: (530) 521--1:242 CELL y rA EMAIL ADDRESS: MaxoCadMama.com i 9W AN LED LED FAN N/LIGHT SEf,. FGTRIGAL N(jTE : CEILING P_HOLDERS: / 5 LEGTRIGAL N E5: aw P HOLDERS. LED 4 Len d SMOKE/G.O. ALARMS: EE ELECTRICAL NOTES: so 5 OKE/G.O. ALARMS. n BATHROOMS: 20.) BATHROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER GEC, ART. 2 10.1 1 (G) (3). Oyft(/ 2 1.) BATHROOM LIGHTS: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOMtM PROVIDE A "MANUAL ON - AUTO OFF' OCCUPANCY LIGHT SNITCH. 22.) LIGHT FIXTURES IN TUB OR SHOWER ENC1_05URE5: TO BE LABELED "SUITABLE FOR DAMP LOCATION" PER GEC ART. 4 10.10 (A) d (D). 23.) BATHROOM MECHANICAL EXHAUST FANS: A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. BATHROOM NOTE: FOR THE PURP05E5 OF THIS NOTE, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. 24.) WHOLE BUILDING VENTILATION: ONE OF THE BATHROOM EXHAUST FANS, A5 THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING: A.) A MINIMUM CFM RATING OF 75 CFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. C.) THE CONTROL SNITCH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 25.) TOILET ROOMS: INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. 26.) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3' HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. CRC, R3 14.5. -- V ­­ - � I IRU( I URAL C 383 RIO LINDO AVENUE #200, GHIGO, GA 95926 (530) 592-4407 WORK EMAIL ADDRESS: RylandoSummltGh(co.com GARAGE: 27.) GARAGE RECEPTACLES ARE REQUIRED TO BE GFCI PROTECTED. LIGHT 5WITGH TO HAVE VACANCY SENSOR_ LIGHTS TO BE HIGH EFFICACY. 28.) GARAGE FIREWALL: PROVIDE A 24' SEPARATION BETWEEN RECEPTACLE d 5WITGH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE ACCEPTABLE.) 29.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LE55 THAN 24'. EXTERIOR: 30.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI PROTECTED. GEC ART. 2 1 O.B(3).C 1'r/ 3 1.) OUTDOOR -LIGHTING: TO BE HIGH EFFICACY. - itrr-n"eV, BUT-9HL41c-IF LONTROLLED BY A MOTION DETECTOR d ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR e.) ASTRONOMICAL TIME CLOCK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) 32.) CHRISTMAS LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SWITCHED o FRONT DOOR - WP/(5FCI PROTECTED. 33.) HVAC GOND, UNIT: PROVIDE 220Y ELECT. DISCONNECT W/ 30"x30" CLEAR WORKSPACE d 1 1 OV WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. ATTIC: 34. PROVIDEH LIGHTS, 5WITGHES AND RECEPTACLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. RERRAIT # RUTTE COUNTY DEVELOPMENT SERVICES REVIEWED EOR _ CODE [ L� CE_ DATE BY G:\Users\Lynn\Documents\Ch(ef X9 Plans\Todd Denney\Denney Resldence.layout OWNER: TODD DENNEY (530) 518-8763 EMAIL ADDRE55: TGDenneyoGMall.com ARCH D (24"x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: Y M rH5YGAMORE VALLEY ROAD CHISO, CALIFORNIA 95978 LYNNSMITH5 2 0ATT.NET a:AI X. 11 1.6 I FYl �r GOLDEN SUN - ,D'ZSIGN3 MAN RAMIREZ F°( 5 hiW THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEERS STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH LIVABLE: 12 5 -1 SgFt TOTAL OARA&E: 682 SgFt COVERED, PATIO: 24 SgFt TOTAL DATE: 5/30/2017 SCALE: SHOWN 1:2.67 1 f ['on U SHEET .6 a GOPYRIGHT 201 7 1-111- M(TH RE1 99 SYCAMORE VALLEY ROAD, CHICO, GA 95973 vn+oa� (530) 891-0585 WORK EMAIL ADDRE55: LynnSmlth32oATT.net LrNk8vRM87°ATT.MlT l SMOKE/G.O_ALARM5: �) ' SEE ELECTRICAL NOTES: SKQKE/G.O. ALARMS. qyl LED LED FAN W/LIGHT: L \+EERIC LINCCTV �� fLAMP HOLDERS:. F1.SG:"Rfi'a44At0�5: !4� _5FF LAMP HOLDERS. �.� yW 9W LED LED BATHROOMS: 20.) BATHROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER GEC, ART. 2 10.1 1 (G) (3). Oyft(/ 2 1.) BATHROOM LIGHTS: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOMtM PROVIDE A "MANUAL ON - AUTO OFF' OCCUPANCY LIGHT SNITCH. 22.) LIGHT FIXTURES IN TUB OR SHOWER ENC1_05URE5: TO BE LABELED "SUITABLE FOR DAMP LOCATION" PER GEC ART. 4 10.10 (A) d (D). 23.) BATHROOM MECHANICAL EXHAUST FANS: A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. BATHROOM NOTE: FOR THE PURP05E5 OF THIS NOTE, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. 24.) WHOLE BUILDING VENTILATION: ONE OF THE BATHROOM EXHAUST FANS, A5 THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING: A.) A MINIMUM CFM RATING OF 75 CFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. C.) THE CONTROL SNITCH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 25.) TOILET ROOMS: INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. 26.) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3' HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. CRC, R3 14.5. -- V ­­ - � I IRU( I URAL C 383 RIO LINDO AVENUE #200, GHIGO, GA 95926 (530) 592-4407 WORK EMAIL ADDRESS: RylandoSummltGh(co.com GARAGE: 27.) GARAGE RECEPTACLES ARE REQUIRED TO BE GFCI PROTECTED. LIGHT 5WITGH TO HAVE VACANCY SENSOR_ LIGHTS TO BE HIGH EFFICACY. 28.) GARAGE FIREWALL: PROVIDE A 24' SEPARATION BETWEEN RECEPTACLE d 5WITGH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE ACCEPTABLE.) 29.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LE55 THAN 24'. EXTERIOR: 30.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI PROTECTED. GEC ART. 2 1 O.B(3).C 1'r/ 3 1.) OUTDOOR -LIGHTING: TO BE HIGH EFFICACY. - itrr-n"eV, BUT-9HL41c-IF LONTROLLED BY A MOTION DETECTOR d ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR e.) ASTRONOMICAL TIME CLOCK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) 32.) CHRISTMAS LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SWITCHED o FRONT DOOR - WP/(5FCI PROTECTED. 33.) HVAC GOND, UNIT: PROVIDE 220Y ELECT. DISCONNECT W/ 30"x30" CLEAR WORKSPACE d 1 1 OV WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. ATTIC: 34. PROVIDEH LIGHTS, 5WITGHES AND RECEPTACLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. RERRAIT # RUTTE COUNTY DEVELOPMENT SERVICES REVIEWED EOR _ CODE [ L� CE_ DATE BY G:\Users\Lynn\Documents\Ch(ef X9 Plans\Todd Denney\Denney Resldence.layout OWNER: TODD DENNEY (530) 518-8763 EMAIL ADDRE55: TGDenneyoGMall.com ARCH D (24"x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: Y M rH5YGAMORE VALLEY ROAD CHISO, CALIFORNIA 95978 LYNNSMITH5 2 0ATT.NET a:AI X. 11 1.6 I FYl �r GOLDEN SUN - ,D'ZSIGN3 MAN RAMIREZ F°( 5 hiW THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEERS STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH LIVABLE: 12 5 -1 SgFt TOTAL OARA&E: 682 SgFt COVERED, PATIO: 24 SgFt TOTAL DATE: 5/30/2017 SCALE: SHOWN 1:2.67 1 f ['on U SHEET .6 a GOPYRIGHT 201 7 1-111- M(TH RE1 99 SYCAMORE VALLEY ROAD, CHICO, GA 95973 vn+oa� (530) 891-0585 WORK EMAIL ADDRE55: LynnSmlth32oATT.net LrNk8vRM87°ATT.MlT 47-20 T.23N. R.1 E. M. D. B. &M. 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THE GRAPE SHALL FALL A MINIMUM ' OF 6 INCHES WITHIN THE FIRST 10 FEET. CRC, R401.5 TEMP. PORTA-POTTY LOCATION / PROP�NE-TANK: 10" IN. OM BLDG. l ' GONG/PW AINT�A5HOUT� \ C If I I ■ 5EPTIG_3 LEACH FIELD: • ��014 O G 1 AS EE� G o I' AS PER BUTTE COUNTY HEALTH DEPARTMENT REQUIREMENT5. oo.yEt" A PROP05ED RE51DENGE: �\ Of( . WALK \ / ^ 300' • � � \ BUILDING SETBACK LINE • � NOTE: \ THE 5TRUCTURE MUST COMPLY WITH THE c\ ' 20 1 6 CR(:,5ECTION R32-1 FOR Q ELECTRICAL SERVICE: \ EXTERIOR WILDFIRE EXP05URE IN A z /CONNECT TO ELECTRICAL \! SERVICE UNDERGROUND. WILDLAND URBAN INTERFACE. to w \ GRAVEL DRIVEWAY \ \ r z \ . rn \ \ \ N5,1 33'53"E . . . . . . . . . . \ L A 5 0 R U 0 E 5 L. A N E ,V J'j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 `nb 01 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 +■ 3► PHONE: (530) 321 -3242 CELL j� ;:l,_ EMAIL ADDRE55: MaxoGadMama.com PROPERT' _OWNER: TODD DENNEY 2520 ALAMO AVENUE, CHICO, GA 959-13 PHONE(550)515-8763 CONTRACTOR: OWNER BUILDER PHONE (590) 5 15-6-165 SITE ADDRE55: NONE ASSIGNED GON5TRUGTION_PERIOD: APPROX START: 5/15/201 5/201 7 APPROX END: 2/ 1 5/201 8 / 1 I� K !'j ill i I CALGREFN_NOTE: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION 4 RETAIN SOIL RUNOFF ON THE SITE: AJ RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. BJ WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. C.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDE: 51NALE5, WATER COLLECTION AND DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDIN65 AND AID IN GROUNDWATER RECHARGE. EROSION CONTROL PLAN: 1.) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING PERMIT. 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL. 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 1 5TH 4 APR. 1 5TH, OR WHEN RAIN 15 FORCA5TED. 4.) SOILS TRACKED OFF SITE INTO STREETS SHALL BE GLEANED UP AT THE END OF EACH WORK DAY. 5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORCASTED RAIN EVENT. 6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 4 ADJUSTED ACCORDINGLY AS THE SITE CHANGES 4 AFTER RAIN EVENTS. 7.) EROSION CONTROL MEASURES SHALL BE MAINTAINED. 8.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP, 4 TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED CONCRETE WASHOUT 15 A VIOLATION OF LAW 4 SUBJECT TO FINE. ARCH D (24" x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: MRH 841-0585 1 q YCAMORE VALLEY ROAD GNlco, GALIFORWA 95 q 39 LYNNSMITHB 2 ®ATT.NET MAX ,,, ,DE91GN9 RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD - LIVABLE: 125-7 5gFt TOTAL (SARA(SE: 682 SgFt COVERED. PA<T_10: 24 5q,Ft TOTAL DATE: 3/30/201 7 SCALE: 5HOWN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES �+' (�j �� F E- IF°' - ED FOS, 1��IL/�/ C0Dir= C�MPLIANGF DATE BY -- 5UMMIT 5TRUGTURAL DESIGN - 5TRUGTURAL ENGINEER G:\Users\Lynn\Documents\Chief X9 Plans\Todd Denney\Denney Residence.layout - 383 RIO LINDO AVENUE #200, CHICO, CA c45126 OWNER: TODD DENNEY (530) 592-4407 WORK (530) 518-5-163 EMAIL ADDRESS: RylandoSummitChfco.com EMAIL ADDRE55: TGDenneycOMall.com SHEET ® COPYRIGHT 201 7 � LYNN SMITH - DRAFTING �MM(( 1 99 SYCAMORE VALLEY ROAD, ■ ��11 CHICO, GA 95933 (530) 891-0585 WORK EMAfLADDRE55: Lynn5mith32®ATTttet LynwS-1120 ATT -T AT -TIC: ATTIC ACCESS: ATTIC AREAS HAVING A CLEAR HEIGHT OVER 30'SHALL BE PROVIDED Y41TH A 22"X30'MINIMUM 51ZE OPENING. ORO R507.1 4 CMC qO4. 1 0. THE ACCESS SIZE SHALL BE AT LEAST AS LARGE AS THE LARGEST ATTIC APPLIANCE. THE ACCESS SHALL BE LOCATED IN A HALLr4AY OR OTHER READILY ACCESSIBLE LOCATION. PASSA(5F_r,lAY: A 24'k4fDE SOLID PA55AC-ENAY FROM THE ACCESS ENTRANCE TO THE APPLIANCE. LENGTH: 1,4HERE THE PA5SA6EkNAY 15 LESS THAN VIN HEIGHT, THE DISTANCE TO THE APPLIANCE SHALL NOT EXCEED 20'IIN LENGTH. CFO 505.4. 1. k4ORK5FACE: A 50"x5O"YiORKIN& PLATFORM TO BE SUPPLIED AT THE SERVICE SIDE OF THE APPLIANCE. CFO 505.4 ATTIC VENTILATION: ATTICS 4 ENCLOSED RAFTER SPACES SHALL HAVE CIR055 VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1"OF AIRSPACE 15 REQUIPED BETkNFEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/ 1 50 OF THE AREA OF THE SPACE VENTILATED, P41TH 50% OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE 4 THE BALANCE PP OVIVED BY SOFFIT VENTS. CRO R506. I I R806.2. ATTIC I-l(5HTIN& 4 CONVENIENCE OUTLET: 5EE'ELECTIRICAL NOTES", ATTIC. BATHROOM: CEILING HEIGHTS: SEE CEILING HEIGHTS. DRAINS: A 4* DRAIN 15 REOUIPEP FOR BUILDINGS PROVIDING MORE THAN 5 TOILETS. CPC TABLE 7 -5 FOOTNOTE 4. EXHAUST FANS: INSTALLED)NITH A MINIMUM 50 OFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION. FAN SHALL BE ENERGY STAR COMPLIANT 4 PROVIDED Y,lITH HUMIDITY CONTROL 4 SHALL BE EQUIPPED Y41TH BACK -DRAFT DAMPERS. CIVIC 504.1 SEE ELECTRICAL NOTES, EXHAUST FANS. EXHAUST DUCTS: TERMINATE OUTSIDE OF THE BUILDING ri/ BACK-PRAFT DAMPERS. FAUCETS: FLON RESTRICTED TO 1.2 GPM 0 60 PSI. COES6 4.503.1.4.2. JETTED TUBS: PROVIDE SERVICE ACCESS PANEL FOR, TUB MOTOR. PROVIDE A SFCI 13REAKER ON A INDIVIDUAL BRANCH CIRCUIT. LAVATORIES: PROVIDE MIRROR AT LAVATORIES. SHONEP COMPARTMENTS: VqATERFROOF SURFACE TO -72'. PROVIDE SAFETY GLASS ENCLOSURE, CURTAIN ROD OR kNALK-THRU ENTRANCE TO SHOP4ER. MINIMUM FINISHED INTERIOR AREA OF 1024 50� INCHES 4 CAPABLE OF ENCOMPASSING A 30"CIRCLE. SHOI,NER VALVE NOTE: SHOr4ER5 AND TUB-SHOP4ER COMBINATIONS SHALL BE PROVIDED rqlTH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION FRE5SURE BALANCE/THERMOSTATIr, MIXING VALVE TYPE.r-Pr-405.5 SINGLE SHONER HEAP FLOYI RESTRICTED TO 2.0 &I'M o 80 PSI. COESC 4.303.1.5.1 MULTIPLE SHOk4ER HEADS: r4HEN A SHO)NER IS SERVED BY MOPE THAN 1 SHOI,NER HEAD, THE COMBINED FLOIAI RATE OF ALL SHOViER HEADS SHALL NOT EXCEED 2.0 GPM a 80 PSI, OR THE SHOINER SHALL BE DESIGNED TO ALLOIN ONLY 1 SHOINER OUTLET TO 13E OPERATED AT A TIME. SHOYiER HEAD POSITIONED 50 IT DOES NOT DISCHARGE AT THE ENTRANCE OF THE 5HOYNIER. CPC 405.q. I TOIL-ETSi 1.25 GALLONS PER FLUSH MAXIMUM. DUAL FLUSH TOILETS DETERMINED BY AVERAOING 2 REDUCED FLUSHES 4 1 FULL FLUSH. COESC 4.505.1.1. MAINTAIN 15'CLEARANCE FROM C/L OF TOILET TO SIDE Y4ALL OR OBSTRUCTION. PROVC�E 24'MIN.CLF-ARANCE IN FRONT. OFC402.54CROR301.11. TOILET PAPER HOLPFR: PROVIDE BACKING 0 26'ABOVE FLOOR. TOriEL BARS: PROVIDE BACKING FOR TOY,IEL BARS a 44'ABOVE FLOOR. URINALS: FLOIN RESTRICTED TO 0.5 GALLONS PER FLUSH. 66155r, 4.503.1.2 INHOLE BUILDING VENTILATION: SEE *NOTE5-, INHOLE BUILDING VENTILATION FOR ADDITIONAL INFORMATION. "INDO1615: PROVIDE SAFETY GLASS IF BOTTOM OF GLAZING 15 LE55 THAN 60"ABOVE A SHOiNER OR TUB SURFACE 4 DRAIN INLET. ORO 305.4.5. EXCEPTIONi GLAZING THAT 15 MORE THAN 60', MEASURED HORIZONTALLY, FROM INATER'S EDGE. SEE 'NOTES', GLAZING FOR ADDITIONAL GLAZING INFORMATION. BEDROOMS: FLOOR COVERING: SEE"NOTE5", FLOOR COVERING FOR ADDITIONAL INFORMATION. 5MCKE/C.O. ALARMS: SEE *NOTE5", 5MOKE/C.O. ALARMS FOR ADDITIONAL INFORMATION. SLEEPING ROOMS SHALL HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING, SUCH AS AN EXTERIOR OPERABLE YqINDOYi. DOOR OR SIMILAR DEVICE. ORO R5 I 0. I 1`41NDOr,15: PROVIDE 1 DOOR OR BEDROOM NINVOI`N INITH A MIN. NET CLEAR OPENING OF 5.7 SOFT. EXCEPTION: GRAPE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. ORO R3 I 0. 1. SILL HEIGHT: MAX. 44"ABOVIE FLOOR MIN. OFFENIN6 HEIGHT: 24". MIN, OFENIN& Y41PTH: 20" Y41NVOY45 MORE THAN '72m ABOVE THE FINISHED GRAPE 4 HAVING OPENINGS LOCATED P41THIN 24* OF THE FINISHED FLOOR TO BE PROVIDED INITH kNINVOY4 FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY V,IITH A5TM F 20clo. r-Rr, R312.2. 1. CEILINO-HEI&HTS: HAE31TABLE SPACE: HABITABLE SPACE, HALLYiAYS 4 PORTIONS OF BASEMENTS CONTAININS THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LE55 THAN T. BATHROOMS, TOILET ROOMS 4 LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LE55 THAN &'-W. EXCEPTIONS: 1.) FOR ROOMS YTTH SLOPED CEILINGS, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5'4 NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT LE55 THAN 7. 2.) A 5HOINER OR TUB Y41TH A 5HOY4ERHEAP SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN &'-5* ABOVE AN AREA OF NOT LESS THAN 50"13Y 50"AT THE SHONERHEAD. 5.) BEAM5,61RDER5, DUCTS OR OTHER OBSTRUCTIONS IN BASEMENTS cONTAININ& HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO r,lITHIN 6'-4"OF THE FINISHED FLOOR. _OON5TRUCTION)NASTE MANA&EMENT: 1. CONSTRUCTION IAlA5Tr= MANAGEMENT: RECYCLE AND/OR SALVAGE A MINIMUM OF & 5% OF THE NON-HAZARVOU5 CONSTRUCTION 4 DEMOLITION INASTE. C -613r, 4.405. 1. 2. CONSTRUCTION riASTE MANAGEMENT PLAN: SU13MIT A CONSTRUCTION NASTE MANAGEMENT PLAN. THE CONSTRUCTION IINASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY I SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 06136 4.405.2 5. IINA5TE MANA617MENT-COMPANY: UTILIZE A IoNA5TE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY. riHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION 4 DEMOLITION YSIASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES INITH SECTION 4.406. 1. NOTE: THE 0114NER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 DEMOLITION �NASTE MATERIALS YCLIL BE DIVERTED BY A IINA5TE MANAGEMENT COMPANY. 4. IINA5TF STREAM REDUCTION ALTEPISIATIVE: PROJECTS THAT GENERATE A TOTAL COMBINEP;NEIC7HT OF CONSTRUCTION I DEMOLITION YiASTE DISPOSED OF IN LANDFILLS, YNIHICH DO NOT EXCEED FOUR (4) LBS./SO. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 50 PERCENT CONSTRUCTION hASTE REDUCTION REQUIREMENT IN SECTION 4.408. 1. 5. DOCUMENTATION: DOCUMENTATION SHALL 13E PROVIDED TO THE ENFORCING AGENCY kNHICH DEMONSTRATES COMPLIANCE Y41TH C65C 4.405.2. EMER&ENCY ESCAPE - 4 RESCUE: SEE "NOTES", BEDROOM, NINVOYiS FOR ADDITIONAL INFORMATION. E&RESS: F6RESS POOR: AT LEAST ONE F(5RESS POOR SHALL BE PROVIDED. THE EORESS DOOR SHALL BE SIDE-HINOEr,>, 4 SHALL PROVIDE A MINIMUM CLEAR P41PTH OF 52'y4HEN MEASURED BETP4EEN THE FACE OF THE DOOR AND THE STOP, V,lITH THE DOOR OFEN 410 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 'TWIN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. ORO R 3 11.2 LANDINGS: THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE NIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36* MEASURED IN THE DIRECTION OF TRAVEL EXTERIOR LANDINGS SHALL 13E PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%). CRO R31 1.5 THE LAN171ING OR FLOOR ON THE EXTERIOR 51PE SHALL NOT BE MORE THAN 7 5/4" BELOIN THE TOP OF THE THRESHOLD PROVIPEP THE DOOR DOES NOT SIA111,16 OVER THE LANDING OR FLOOR. CRC, R5 1 I.B. 1. SEE -NOTES', LANDIN05 FOP, ADDITIONAL INFORMATION. STAIRY4AYS: STAIRY4AY5 SHALL NOT BE LESS THAN 5 6'IN CLEAR I,NIPTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOIN THE REQUIRED HEADROOM HEIGHT. HANDRAIL5 SHALL NOT PROJECT MORE THAN 4.5'ON EITHER SIDE OF THE 5TAlRI,4AY AND THE MINIMUM CLEAR MOTH OF THE 5TAIRNAY AT AND BELOYNI THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LE55 THAN 3 1 1/2"I,NHERE A HANDRAIL 15 INSTALLED ON ONE 51DE AND 27"YqHERE HANDRAIL5 ARE PROVIDED ON BOTH SIPES. CRO R31 1.1 SEE -NOTES-, STAIRS, HANDRAIL5 4 GUARDS FOR ADDITIONAL INFORMATION. ENVIRONMENTAL allALITY: PROVIDE MEANS OF REPUOIN6 THE QUANTITY OF AIR CONTAMINANTS THAT APE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT 4 NELL BEING OF A BUILDINGS INSTALLERS, OCCUPANTS 4 NEIGHBOP5. 1. FIN15H MATERIAL POLLUTANT CONTROL: FINISH MATERIALS SHALL COMPL-Y MTH 06BC 4.504.2.1 APHE51VES, SEALANTS I CAULKS. APHESIVE5,5EALANTS I CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLONINCI STANDARDS: A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS. 4 CAULKS SHALL COMPLY rqITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR allALfTY MANAGEMENT DISTRICT RULES YNIHERE APPLICABLE OR 5C AOMD RULE 1 1 65 VOC LIMITS, AS SHOriN IN TABLE 4,504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY 1,41TH THE RULE 1 1 68 PROHIBITION ON THE USE OF CERTAIN TOXIC. COMPOUNDS (CHLOROFORM, ETHYLENE PICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE I TRICHLOROETHYLENE). B. AEROSOL ADHESIVES 4 SMALLER UNIT SIZES OF ADHE51VE5,4 SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKA611,16, INHICH DO NOT )NEIGH MORE THAN I FOUND 4 DO NOT CONSIST OF MORE THAN I 6 FLUID OUNCES) SHALL COMPLY P41TH 5TATErilDE VOC STANDARDS I OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING YqITH SECTION -4 4 50-1. 2. FAINTS 4 COATINGS: C&SO 4.504.2.2 ARCHITECTURAL FAINTS 4 COATINGS SHALL COMPLY Y41TH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SU&r,E5TEP CONTROL MEASURE, AS SHOYSIN IN TABLE 4,504.5, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOO CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES L15TED IN TABLE 4.504.5 SHALL 13E DETERMINED BY CLASSIFYING THE COATINC, AS A FLAT, NONFLAT OR NONFLAT-HISH OLOSS COATING, BASED ON ITS OLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.56,11 4.5 7 OF THE 200-7 CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, 4 THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HI<5H OL055 VOO LIMIT IN TABLE 4.504.3 SHALL APPLY. 3. AEROSOLPAINTS 4 COATINGS: COBC 4.504.2.3 AEROSOL FAINTS 4 COATINGS SHALL MEET THE FROPU(:,T-Y4EIGHTEP MIR LIMITS FOR ROO IN SECTION -145 22(A)(3) 4 OTHER REQUIREMENTS, INCLUDING PROHIBITION5 ON USE OF CERTAIN TOXIC COMPOUNDS 4 OZONE DEPLETING SUBSTANCES, IN SECTIONS q4522(r, )(2) 4 (V)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 1-7, COMMENCING Y41TH SECTION -14520; 4 IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY NITH THE PERCENT VOC BY 104EISHT OF PRODUCT LIMITS OF REGULATION 5, RULE 4 q. 4.VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE NITH TH15 SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOININO: A. MANUFACTURER'S PRODUCT SPECIFICATION. B. FIELVVEP,IFICATIONOFON-SITEPPODUCTCONTAINEP,S. 5. INTERIOR MOISTURE CONTROL: A. CONCRETE.51LAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNPATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING COPE, CHAPTER 1 q OR CONCRETE SLAB-ON-OROUNP FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY Y41TH THIS SECTION. IB. CAPILLARY BREAK: C65C 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCEIINITH AT LEAST ONE OF THE FOLLOkNING: Q A 4"THICK (11 0 1.6 RNRN) BASE OF L/ZlNr,H (1.2.1 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED MTH A VAPOR RETARDER IN DIRECT CONTACT IINITH CONCRETE 4 A CONCRETE MIX DESIGN, NHICH MILL ADDRE55 BLEEDING, SHRINKAGE, 4 CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 502.21R-06. 2.) OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. a.) A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. C. M015TURE CONTENT OF BUILDING MATERIALS: C6BC 4.505.3 BUILDING MATERIALS I,NITH VISIBLE SIGNS OF VNIATER DAMAGE SHALL NOT BE INSTALLED. kNALL 4 FLOOR FRAMING SHALL NOT BE ENCLOSED INHEN THE FRAMING MEMBERS EXCEED 1 q% M015TURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE NITH THE FOLLOY411,16: A. MOISTURE CONTENT SHALL BE DETERMINED INITH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY 4 SHALL SAT15FY REQUIREMENTS FOUND IN 065C 1 0 1.5. B. M015TURE REAVIN65 SHALL BE TAKEN AT A POINT 2'TO 4'FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. C. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON kNALL 4 FLOOR FRAMING NITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE kNALL 4 FLOOR FRAMING. V. INSULATION PRODUCTS NHICH ARE VISIBLY YiET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOYSIED TO DRY PRIOR TO ENCLOSURE IN INALL OR FLOOR CAVITIES. YSIET -APPLIED INSULATION PRODUCTS SHALL FOLLOY,I THE MANUFACTURERS'DRYINo RECOMMENDATIONS PRIOR TO ENCLOSURE. FIRE. SPRINKLER -SYSTEM: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE INITH NFPA 1 BID OR ORO SECTION R5153.. DES16N BY OTHERS. EXCEPTION: AUTOMATIC FIRE SPRINKLER SYSTEM 15 NOT 13E REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED I,NITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. ORO R515.2. FIREPLACES: GAS FIREPLAOE: SHALL BE PIRECT-VENT 5EALED-COMBU5TION TYPE. ALL FACTORY BUILT FIREPLACES SHALL BE L15TED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE MTH THE CONDITIONS OF THE LISTING. FIREPLACES SHALL BE TESTED IN ACCORDANCE INITH UL 121. THE INSTALLATION MANUAL SHALL BE AVAILABLE FOP, REVIEIN BY THE BUILDING INSPECTOR UPON REQUEST. CGBC 4.505. 1, ORO R 1 OOR, CMO qob.2. INOOP STOVES I PELLET STOVES: INSTALL AS PER MFG. SPECS 4 COMPLY Y41TH U.S. EPA PHASE 11 EM15SION LIMITS. . NOOP STOVE FLUE: TO EXTEND NOT LESS THAN VAEOVE THE HIGHEST POINT YNIHERE IT PASSES THROU(5H A ROOF AND NOT LESS THAN 2'HISHER THAN A PORTION OF A BUILDING Y41THIN A HORIZONTAL DISTANCE OF 1 O'. CMC 602.5.4 FIREPLACES, YqOOP5TOVES 4 PELLET STOVES: SHALL AL50 COMPLY NITH APPLICABLE LOCAL ORDINANCES. FIRE BLOCKING: PROVIDE FIRE BLOCKING AT PLATE LINE OF FIREPLACE. R502.11.4 FIRE-RE!BISTANT'..r,ONSTRUr,TION: 2.) UNIDER-5TAIR PROTECTION: ENCLOSED AGCESSIDLE SPACE UNDER STAIRS SHALL HAVE YNIALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE Y41TH 1/2"&YPSUM BOARD. 5.) FIREBLOCKINr5: IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKIN6 SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETNEEN STORIES, AND BETYqEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKINO SHALL BE PROVIDED IN kNOOD-FRAME CONSTRUCTION IN THE FOLLOr4INS LOCATIONS: A. IN CONCEALED SPACES OF STUD Y4ALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROr45 OF STUDS OR STAGGERED STUDS, AS FOLLOY4S: 1) VERTICALLY AT THE CEILING AND FLOOR LEVELS. 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 1 O'. 5. AT ALL INTERCONNECTIONS BETY4EEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS ANP COVE CEILINGS. C. IN CONCEALED SPACES BETY,IEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY r4ITH SECTION R302 ' -1. P. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND kNIRE5 AT CEILING AND FLOOR LEVEL, Y41TH AN APPROVED MATERIAL TO RE51ST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING TH15 ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 1 56 REQUIREMENTS. E. FOP, THE FIREBLOCKINO OF CHIMNEYS AND FIREPLACES, SEE SECTION R 1 003. I q. FLOOD ZONE: FOR PROPERTIES LOCATED IN A FLOOD ZONE A: 1.) PROVIDE TYiO COMPLETED FEMA FLOOD ELEVATION CERTIFICATES PREPARED BY A CALIFORNIA RE&ISTEREP PROFE55IONAL OR LAND SURVEYOR. 2.) IF REQUIRED, PROVIDE FLOOD RESISTANT CONSTRUCTION. CIRO R5 22. 3.) IF REQUIRED, THE BOTTOM OF FLOOD VENTS (FV) SHALL BE NO HIGHER THAN 1 FOOT ABOVE GRAPE. 4.) IF REQUIRED, PROVIDE AT LEAST TINO 6"x 1 4"&ARAsE VENTS (r,V) IN EXTERIOR r,ARAOE)NALLS, LOCATED ON OPPOSITE SIDES OF ADJACENT VqALLS Y41TH A TOTAL NET AREA OF NOT LE55 THAN I SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA. THE BOTTOM OF THE OPENING SHALL BE NO H16HER THAN I' ABOVE &RADE. 5.) A FINISHED CONSTRUCTION FLOOD ELEVATION CERTIFICATE IS REQUIRED PRIOR TO FINAL APPROVAL OF THIS STRUCTURE. FLOORIN& COVERINO- CARFET-5YSTEMS: ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET 7 . HE TESTING 4 PRODUCT REQUIREMENTS OF ONE OF THE FOLLONlN&: r_&5r_ 4.504.5 1.) CARPET 4 PU6 INSTITUTE'S GREEN LABEL PLUS PR06RAM. 2.) CALIFORNIA DEPARTMENT OF PUBLIC, HEALTH,"5TANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EMI55ION5 FROM INDOOR SOURCES U51NO ENVIRONMENTAL CHAMBERS: VERSION 1. 1, FEBRUARY 20 1 0 (AKA SPECIFICATION 0 1 550.) 5.) N5F/ANSI 140 AT THE GOLD LEVEL. 4.) SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR APVANTAGE� &OLD. CARPET CUSHION: ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET I RUO IN5TITUTE'S GREEN LABEL PROGRAM. COEC 4.504.5.1 CARPET ADHESIVE: ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE4.504.11. COBC.4.504.3.2 RESILIENT FLOOIRINC, SYSTEMS: YNHERE RE51LIENT FLOORING 15 INSTALLED, AT LEAST bO PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORINO SHALL COMPLY Y41TH ONE OR MORE OF THE FOLLOkN[N&- C&BC 4.504.4 1.) A VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PROPUCT5 DATABASE. 2.) PROPUC,TS COMPLIANT rilTH CHPS CRITERIA CERTIFIED UNDER THE 6PEENGUARV CHILDREN 4 SCHOOLS PROGRAM. 3.) CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFC0 FLOOR SCORE PROGRAM. 4.) MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,"5TANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EMIE75IONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,"VERSION 1. 1, FEBRUARY 20 1 0 (AKA SPECIFICATION 0 1 3 50). aOMP05ITF- �NOOD PRODUCTS: HAR.D10,100D PLYkNOOD, PARTICLEBOARD 4 MEDIUM DENSITY FIBERBOARD COMPOSITE YiOOP PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARE'S AIR TOXICS CONTROL MEASURE FOR C-OMP051TE NOOP (1 11 OCR q 3 1 20 ET SEW, BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, As 5HONN IN TABLE 4.504.5. COBC 4.504.5 DOCUMENTATION: VERIFICATION OF COMPLIANCE IoNITH TH15 SECTION SHALL BE PROVIDED AS REaUESTEI:7 BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOY4ING: C,65C 4.504.5.1 1.) PRODUCT CERTIFICATIONS 4 SPECIFICATIONS. 2.) CHAIN OF CUSTODY CERTIFICATIONS. 5.) PRODUCT LABELED 4 INVOICED AS MEETING THE COMP051TE Y400P PROPUOTS REGULATION (SEE COR, TITLE 11, SECTION q 3 120, ET SEO.). 4.) EXTERIOR GRAPE PRODUCTS MARKED AS MEETING THE PS- 1 OR FS -2 STANPARD5 OF THE ENGINEERED I,NOOV ASSOCIATION, THE AUSTRALIAN A5]NZS 22&q OR EUROPEAN 636 SSSTANDARDS. 5.) OTHER METHODS ACCEPTABLE TO THE ENFORCIN(5 AGENCY. FOUNDATION: PRAINAOEt THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AloNAY FROM THE BUILDING AT NOT LESS THAN 6'IN THE FIRST 10' (5% SLOPE). CRCr R401.5. RAISED FLOOR VENTILATION: CRAIAIL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE UNDFRFLOOR AREA YiALL5. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SOFT FOR EACH 150 SOFT OF UNDERFLOOR AREA. ONE VENTILATION OPENING SHALL BE LOCATEP 1041THIN 3'OF EACH CORNER OF THE BUILDING. OPENINGS SHALL BE LOCATED 50 AS 70 PROVIDE CROSS VENTILATION. FOUNDATION VENT5:5HALL BE COVEREVIINITH CORRO51ON-RE51STANT INIRE MESH kNITH OPENINGS NOT LESS THAN 1 /5"AND NOT TO EXCEED 1/4"IN DIMENSION. CRC R408.51HE Y,I.U.11, NOTES FOP, PROPERTIES LOCATED IN A rilLD-LAND URBAN INTERFACE. FOUNDATION ACCESS: PROVIDE CRANL SPACES V41TH A MINIMUM OF 1 ACCESS OPENING. IF ACCESS 15 THROUGH THE FLOOR IT SHALL NOT BE LESS THAN I 5" BY 24" ' IF THROUGH A FERIMETER YNIALL IT SHALL NOT BE LESS THAN 1 &"BY 24". CRC R405.4. 5LABS-ON-GRAPE� PROVIDE A 6 -MIL POLYETHYLENE VAPOR RETARDER NITH JOINTS LAPPED NOT LE55 THAN 6"13ETY4EEN THE BASE COURSE OR 5UBORADE I THE CONCRETE FLOOR SLAB. ORO R506.2.5. UNPERFLOOR CLEANOUTS: SHALL BE LOCATED 1`41THIN 20* OF C.RAYiL SPACE ACCESS. &ARA&E: VViEI_WN6/6ARA6E ANV/OR CARPORT SEPARATION: A. FROM THE RESIDENCE AND ATTICS: NOT LESS THAN 1/2"6YPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. E3. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LESS THAN 5/5'TYPE X GYPSUM BOARD OR EQUIVALENT. C. STRUCTURE(S) SUPPORTING FLOOR/CEILINS ASSEMBLIES USED FOR SEPARATION REQUIRED BY TH15 SECTION: NOT LESS THAN 1/2'&YPSUM BOARD OR EQUIVALENT. P. &ARA6E5 LOCATED LE55 THAN 5'FROM A VNELLIN& UNIT ON THE SAME LOT: NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR INALL5 THAT ARE Y41THIN THIS AREA. HABITA51-E SPACE AE30VE: ABOVE A GARAGE MUST BE SEPARATED BY 5/8" TYPE X C,YF5UM BOARD. ORO TABLE R302.6 DOORS: DOORS BET10NEEN THE PINELLIN6 4 OARASE TO BE 1 5/5' THICK, SOLID CORE INOOP, SOLID CORE STEEL, HONEYCOMB CORE STEEL, OR A DOOR kNITH A 20 MINUTE FIRE PROTECTION RATING, AND BE SELF-CLO51NO 4 5ELF-LATCHIN6. EXCEPTION: 95ARAOES THAT HAVE FIRE SPRINKLERS NEED ONLY BE 5ELF-r-LO51NO 4 SELF-LATCHINO. ORO P 3 0:2.5. 1. POOR FROM GARAGE TO DEPROOM: NO OPENIN65 ARE PERMITTED FROM GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING. ORO 502.5.1 STAIRS: ENCLOSED ACCESSIBLE AREAS UNDER STAIRS SHALL 13E COVERED BY 1/2"&YP5UM BOARD. CRO TABLE R502.6 DUCTS: DUCTS IN THE GARA&E THAT PENETRATE THE SEPARATION MUST BE A MINIMUM OF 26 6AU&E STEEL kNITH NO OPENIN65 IN THE GARAGE. R302.5.2. SUPPORTING ELEMENTS: SUPPORTING ELEMENTS OF SEPARATION ARE NO LONGER REQUIRED TO 13E PROTECTED. OARA(SE DOOR: HOLD &ARA6E FLOOR BACK SO THAT POOR LANDS ON APRON 5/4"BELON GARAGE FLOOR. GARAGE DOOR OPENER: SHALL BE LISTED IN ACCORDANCE IoNITH UL 32 5. ORO R50-1.4. &ARAOE POOP, OFENINr,: FIN15HED OPENING TO BE 11"SHORTER IN HEIGHT 4 2" NARROI,NER THAN PNIPTH OF GARAOE DOOR SIZE. PROVIDE SOLID BLOCKING AT CENTER OF POOP FROM HEADER TO A MINIMUM OF 14"ABOVE TOP OF DOOR, 6ARA(5F_ FLOOR: THE FLOOR SHALL BE SLOPE TO FACILITATE THE MOVEMENT OF LIQUIDS To THE FRONT POOR. ORO P 50q. 1. EV CAPABILITY: A LISTED RACEkNAY SHALL BE INSTALLED TO ACCOMMODATE A DEDICATED 205/240 -VOLT BRANCH CIRCUIT ORIGINATING AT THE MAIN SERVICE OR SUB PANEL I SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENC,LOSURE FOR, THE FUTURE INSTALLATION I USE OF ELECTRIC VEHICLE (EV) CHARGERS. THE RACEr4AY SHALL NOT BE LE55 THAN 1 * INSIDE DIAMETER 4 SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/Op, SUEPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 -AMP MINIMUM BRANCH CIRCUIT. THE RACEkNAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS *EV CAPABLE'. C(55C 4.106.4.2.9. INATER SOFTNERS: PROVIDE 5/4'PIPE CONNECTION. CPC 611.4. OLAZINIS: HAE31TAE31-E ROOMS: EXTERIOR GLAZED OFENINSS FOP, NATURAL LIGHTING SHALL BE A MINIMUM OF 8% OF THE ROOM FLOOR AREA. ARTIFICIAL LIGHTING MAY BE USED IN LIEU OF NATURAL 1-101-ITIN0. ORO R305. 1 OPENABLE VENTILATION AREA SHALL BE 4% OR, MOPE OF THE ROOM FLOOR AREA. IF LIEU OF EXTERIOR OPENINGS, A MECHANICAL VENTILATION SYSTEM MEETING GMC REQUIR'EMENTS MAY BE PROVIDED. CRO R503.11 NEXT TO POORS: SAFETY GLASS 15 REQUIRED YNIHEN INITHIN A 24" OF EITHER SIDE OF THE POOR IN THE PLANE OF THE POOP, IN A CLOSED POSITION. AL50 YiHERE GLAZING Is ON A YNIALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED P051TION 4 P41THIN 24* OF THE HINGE 51DE OF AN IN-5ftNOIN& DOOR. R505.4.2. SAFETY GLASS 15 REQUIRED IF ALL OF THE FOLLOrilNO CONPITION5 ARE MET: I 1.) FXP05ED AREA OF INDIVIPUAL PANE 15 LARGER THAN q SQUARE FEET; 2.) THE BOTTOM EDGE 15 LESS THAN 1 b* ABOVE THE FLOOR; 5 ' ) THE TOP EDGE 15 MORE THAN 56"ABOVE THE FLOOR; 4.) A rqALKIN& SURFACE IS F41THIN 36* FROM THE GLAZING MEASURED HORIZONTALLY IN A STRAIGHT LINE. ORO 306.4.5 SAFETY GLASS 15 REQUIRED INDOORS 4 OUTDOORS AT GLASS IN INALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUE5,5PAS, INHIRLPOOL5, 5AUNA5,5TEAM ROOMS, E3ATHTUB5,5HONERS 4 INDOOR OR OUTDOOR POOLS kNHFRE THE 130TTOM EDGE OF THE GLASS 15 MTHIN 60"MEASURED VERTICALLY AE30VE A STANDING OR INALKIN& SURFACE. ORO 508.4.5. ADJACENT TO E30TTOM OF STAIR LANDING: AT THE E30TTOM OF THE 5TAIRYiAY riHEPE THE &LAZING 15 LESS THAN 56"ABOVE THE LANDING 4 Y,11THIN 60"HORIZONTAL ARC LESS THAN 1 80'FROM THE E30TTOM TREAD NOSING SHALL BE SAFETY GLASS. CRC R505.4.1. OREEN PLANNIN& 4 VESI&N: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOViINO MEASURES SHALL 13E IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION 4 RETAIN SOIL RUNOFF ON THE SITE: 1.) RETENTION BA51NS OF SUFFICIENT SIZE SHALL BE UTILIZED To RETAIN STORM INATER ON SITE. 2.) NHrRE STORM YNIATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTING POINT, GUTTER OR SIMILAR DISPOSAL METHOD, INATEP SHALL BE FILTERED BY USE OF A BARRIER SYSTEM V4ATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. 5.) COMPLIANCE Y41TH A LAYiFUL ENACTED STORM INATER MANAGEMENT ORDINANCE. 4.) METHODS TO MANAGE SURFACE INATER INCLUDE: Sr4ALES, Y4ATER COLLECTION 4 DISP05AL SYSTEMS, FRENCH DRAINS, VNIATER RETENTION GARDENS 4 OTHER YNIATER MEASURES YNIHICH KEEP 5URFACE)NATER AriAY FROM BUILDINGS 4 AID IN 6ROUNDNATER RECHARGE. HEATIN& 4 COOLINO: HVAC SYSTEMS INSTALLERS: MUST BE TRAINED 4 CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS. COBC-102. 1. DURING ROU&H INSTALLATION ORSTORAGE ON SITE 4 UNTIL FINAL STARTUP OF THE HEATING t COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENIN65 SHALL BE COVERED r4lTH TAPE, FLASTK, SHEET METAL OR OTHER METHODS. 14EATING: 01,NELLIN& UNITS SHALL BE PROVIDED Y41TH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF &b'F AT A POINT VABOVE THE FLOOR 4 VFROM EXTERIOR PSIALLS IN ALL HABITABLE ROOMS. PORTABLE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE INITH THIS SECTION. CRc 5os.q. FORCED AIR UNIT: ATTACHMENT: INSTALL PER HVAC CONNECTION DETAIL. ATTIC PA55A&EY4AY: PROVIDE UNOBSTRUCTED, 50LIP FLOOR NOT LE55 THAN 24". THE ATTk' , FURNACE ACCESS SHALL NOT EXCEED 20'FROM THE ATTIC ACCESS OPENING IF THE CLEARANCE HEIGHT 15 LE55 THAN 6'IN HEIGHT. r -Mr- SECTION 4104.11.2. PROVIDE MINIMUM 50"X30"X50"H16H kNORKINO SURFACE IN FRONT OF SERVICE SIDE OF F.A.U. CONDENSATION DRAIN PAN: PROVIDE A ViATEPTIGHT CORROSION -RESISTANT METAL FAN BENEATH THE F.A.U. NITH NOT LESS THAN A 5/4"PIAMETER DRAIN TO AN APPROVED LOCATION. CFO 501.4. 4 C,Mr_ 9 12.2. DRAIN PAN: FOP, PROFANE F.A.U.'S PROVIDE DRAIN PAN AS PER CMC SECTION 503.1.1 TO PROVIDE FOP REMOVAL OF UNBURNED GAS. SERVICE PISCONNECT: 4 PROVIDE 220v ELECT. DISCONNECT 4 1 1 Ov PROTECTED SERVICE RECEPTACLE MTHIN 2 5'. C,M(:� 5 1 0. 1. HVAC C,ONPFNSIN& UNIT: CONCRETE PAD OR APPROVED BASE EXTENDING 5* OR MORE ABOVE &POUND LEVEL. SERVICE DISCONNECT: PROVIDE 220v ELECT. DISCONNECT Y41THIN 25'y4/ 50*xBO" CLEAR r4ORKSPACE 4 1 1 Ov INFGFr_I PROTECTED SERVICE RECEPTACLE INITHIN 25'. CEO 210.63 4 C1,110 a 1 0. 1. IRRIOATION SYSTEMS: OUTDOOR IRRIGATION CONTROLLERS: 068C 4.504. 1: AUTOMATIC, IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE 13UILDER 4 INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY rilTH THE FOLLOY41NO: A CONTROLLERS SHALL BE ViEATHER- OR SOIL MOISTURE-BASEP CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE To CHANGES IN PLANTS' NEEDS AS YqEATHER CONDITIONS CHANGE. D INEATHER-BA5ED CONTROLLERS INITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOP, LOCAL RAINFALL SHALL HAVE A SEPARATE IINIREI;� OR NIRELES5 RAIN SENSOR I,NHICH CONNECTS OR COMMUNICATES INITH THE CONTROL-LER(S). SOIL M015TURE-BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. KITCHEN 4 DININO: ISLAND SINKS: SPECIAL VENTING 15 REQUIRED. SEE CFO, SECTION -loq. KITCHEN FAUCETS: FLOY4 RESTRICTED TO 1.5 GPM 0 (DO PSI. TEMPORARY INCREASE TO 2�2 GPM ALLOYSIED BUT SHALL DEFAULT TO 1.b GPM. 065C 4.503.1.4.4 REFRIGERATOR SPACE: PROVIDE YSIATER HOOKUP. EXHAUST PUCTS: RANGE VENTS SHALL BE EQUIPPED rilTH BACK -DRAFT DAMPERS VENTED TO OUT51DE OF THE BUILDING. r_MC 504.1 FLOOR COVERING: SEE *NOTE5', FLOOR COVERIN6 FOR ADDITIONAL INFORMATION. LANDINOS: LANDIN65: THE LANDING AT AN EXTERIOR DOORYqAY SHALL NOT BE MORE THAN 1.7 5" BELOYi THE TOP OF THE THRESHOLD, FROVIPEP THE POOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5YSINr, OVER THE LANDING. ORO R3 1 1.5.2. PROVIDE 36"MINIMUM LANDING AT ALL EXTERIOR DOORS. 5EE"NOTF-5*, EaRESS FOR ADDITIONAL INFORMATION. HANDRAII-5: PROVIDE HANDRAIL5 ON AT LEAST (1) SIDE OF STEPS YiITH (4) OR MORE RISERS. ORO R5 1 11.1.5. SEE -NOTE5-,5TAIR5, LANDINGS 4 OUARP5 FOR ADDITIONAL INFORMATION. GUARDS: GUARDS ARE REQUIRED FOR INALKIN& SURFACES LOCATED MORE THAN 30' ABOVE ADJACENT GRAPE. ORO R3 12.1.1. 5EE"NOTE5", STAIRS, LANDIN65 4 GUARDS FOR ADDITIONAL INFORMATION. LAUNDRY ROOM: DRYER EXHAUST: 1.) PROVIDE 4'MIN. EXHAUST DUCT TO OUTSIDE AIR NITH BACK-PRAFT DAMPER. MAXIMUM LENGTH FOR THE DRYER EXHAUST DUCT IS 14'W 2 ELBON5. CMC 504.1.2. 2.) DRYER VENT TO TERMINATE 5 &"MIN. FROM ANY ININVOIN OPENING. 5.) TERMINATE NOT LF -55 THAT VFROM PROPERTY LINE OR BUILDING OPENINGS. 4.) PROVIDE 1 00 SO INCHES OF VENT a LAUNDRY ROOM DOOR, EXCEPT FOR THE FOLLOri]N(5: b'TALL LAUNDRY ROOMS OF 2 1 q SOFT OR MORE; WTALL LAUNDRY ROOMS OF 1115 SOFT OR MORE; 1 O'TALL LAUNDRY ROOMS OF 117 5 SOFT OR MORE. CONFINED SPACES 4 CLOSETS: PROVIDE 100 50 INCHES OF VENT 0 LAUNDRY ROOM DOOR IN ROOMS LESS THAN 111 50 CU FT. (TYPICAL DRYER 15 5 5,000 BTUM 4 REQUIRES 11 50 CU FT OF COMBUSTION AIR SPACE.) FXHAUST-PUr-T5: TERMINATE OUT51DE OF THE BUILDING ri/ BACK-PRAFT DAMPERS. FLOOR COVERING: SEE"NOTES% FLOOR COVERING FOR ADDITIONAL INFORMATION. VNIHOLE EWIlLPINC, VENTILATION: 5FE'NOTES", YNHOLE BUILPINO VENTILATION FOP, ADDITIONAL INFORMATION. LE&AL REOUIREMENTS: PERMIT ON 51TE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE ViORK 15 COMPLETED AND A FINAL INSPECTION HAS BEEN MADE. (SEC. 105.7) LOYiEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION CERTIFICATE 15 REQUIRED AFTER PLACEMENT OF THE LOr4EST FLOOR BEFORE PROCEEDING kNITH CONSTRUCTION ABOVE. SEE"NOTES", FLOOD ZONE FOR ADDITIONAL INFORMATION. LIGHT -4 VENTILATION: LIGHT 4 VENTILATION: ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 5% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH 104INPONS, POOP S, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED NITH READY ACCESS OR SHALL OTHERY41SE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OFENAELE AREA TO THE OUTDOORS SHALL BE 44 OF THE FLOOR AREA BEING VENTILATED. ORO R303. ADJOINING ROOMS: FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION Q Y ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM V,lHEN AT LEAST 50% OF THE AREA OF THE COMMON INALL 15 OPEN AND UNOBSTRUCTED AND PROVIDES AN OFENIN& OF NOT LESS THAN I / 1 0 OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LE55 THAN 25 SQUARE FEET. LOCATION ON LOT: 1.) EXCEPT INHERE ZONING REGULATIONS ARE MORE RESTRICTIVE, ANY EXTERIOR PXALL OF A P114ELLINO MUST BE AT LEAST 1 O'FROM THE PROPERTY LINE UNLESS IT IS AT LEAST ONE-HOUR FIRE-RE515TANT CONSTRUCTION. 2.) Y41NI7)ONS 4 OPENINGS: THE AREA OF UNPROTECTEP 4 PROTECTED kNINDOViS 4 OTHER EXTERIOR IINALL OPENINGS 15 NOT LIMITED, PROVIDED THE DISTANCE TO THE PROPERTY LINE 15 GREATER THAN 5' ' 5.) ININDOY45 4 OPENINGS: Y4lNr,>OkNS 4 OTHER OPENINGS GREATER THAN VIBUT NOT MORE THAN 5'FROM THE PROPERTY LINE ARE LIMITED IN AREA TO 25% OF THE riALL AREA. 4.) kNINDONS 4 OPENINGS: NINPOriS 4 OTHER OPENINGS ARE NOT PERMITTED YqITHIN S' OR LE55 OF THE PROPERTY LINE. 5-) ANY EXTERIOR IINALL OF A PETACHED GARAGE OR OTHER GROUP U OCCUPANCIES MUST BE AT LEAST 5'FROM THE PROPERTY LINE UNLESS IT 15 OF AT LEAST ONE-HOUR FIRE-RESISTANT CONSTRUCTION. ININVONS 4 OTHER OPENINGS ARE NOT PERMITTED P41THIN 3 FEET OR LESS OF THE PROPERTY LINE. 6.) ONE-HOUR F]PE-RE515TANT CONSTRUCTION INCLUDES THE FOLLOVqINC7: A. EXTERIOR PLASTER OVER METAL OR I,NIRE LATH ON THE OUTSIDE 4 5/8" TYPE X GYPSUM kNALLBOARD ON THE INSIDE. B. THREE -FOURTHS -INCH DROP SIDING OVER 1/2'6YFSUM SHEATHING ON 2* x 4. INOOP STUDS AT 1 6'r -le, ON EXTERIOR SURFACE kNITH INTERIOR SURFACE TREATMENT AS SPECIFIED IN ITEM 1. GYPSUM SHEATHING NAILED Y41TH I 5/4"BY NO ' I 1 GAGE BY'7/116"HEAP GALVANIZED NAILS AT 5'c/c. SIDING NAILED NITH *Id GALVANIZED SMOOTH E30X NAILS. 6. ADDITIONAL ASSEMBLIES FOR FIRE-RE515TANCE-RATEP )NALL ASSEMBLIES ARE LO -ATED IN TABLE 7 20.1(.2). (SEC. -7 20. 1) r -1.) YiALLS PERPENDICULAR TO THE PROPERTY LINE ARE NOT REGULATED. OPERATION 4 MAINTENANCE - MANUAL: UOPERATION 4 MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT VISO, Ir,lE5-BA5ED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY kNHICH INCLUDES ALL OF THE FOLLOY41NC7 SHALL BE PLACED IN THE BUILDING: A. DIRECTIONS TO THE OkNNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN rilTH THE BUILDING THROUc5HOUT THE LIFE CYCLE OF THE STRUCTURE. E. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOrilNO: 1 ) EQUIPMENT 4 APPLIANCES, INCLUDING ViATFR-SAVINO DEVICES 4 SYSTEMS ' HVAC SYSTEMS. YiATER-HEATINO SYSTEMS 4 OTHER MAJOR APPLIANCES 4 EQUIPMENT. 2) ROOF 4 YAR171 DRAINAGE, INCLUDING GUTTERS 4 DONNSPOUTS. 5) SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS 4 AIR FILTERS. 4) LANDSCAPE IRRIGATION SYSTEMS. 5) ViATER REUSE SYSTEMS. 2.) INFORMATION FROM LOCAL UTILITY, Y4ATER 4 riASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS 4 LOCATIONS. 3.) PUBLIC TRANSFORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 4.) EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETYiEEN 50-60 PERCENT 4 YiHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 5.) INFORMATION ABOUT riATER-OCN5ERVIN& LANDSCAPE 4 IRRIGATION DESIGN 4 CONTROLLERS NHICH CONSERVE riATER. 6.) INSTRUCTIONS FOP, MAINTAINING OUTTERS 4 POkNNSFOUT5 4 THE IMPORTANCE OF DIVERTING YsIATER AT LEAST 5ANAY FROM THE FOUNDATION. -1.) INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. 5.) INFORMATION ABOUT STATE 50LAR ENERGY 4 INCENTIVE PROGRAMS AVAILABLE. q.) A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS COPE. PLUMBING: HOSE BIBBS: INSTALL NON -REMOVABLE BACKFLOA PREVENTION DEVICES. CFO 605.5.1. REMODELS: FOR ALTERATIONS OR IMPROVEMENTS TOSINGLE-FAMILY RE51DIENCE5, AS A CONDITION FOP ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL, THE PERMIT APPLICANT SHALL REPLACE ALL NON-COMPLIANT PLUMBING FIXTURE51INITH VNIATER-CONSERVIN6 PLUMBING FIXTURES. CA SENATE BILL 407. )NATER 5OFTNERS: PROVIDE 3/4"PIPE CONNECTION. CFO & 1 1.4. RODENT PROOFIN(5: RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR NALL5 SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY 61-0511,16 SUCH OPENINGS 1041TH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. C650 4.406 ROOF $ CEILIN(5: 1.) RAPlANT 5ARPIERSHEATHIN6: kNHEN RADIANT BARRIER, SHEATHING 15 REQUIRED, THE RADIANT BARRIER SHALL AL50 BE INSTALLED ON ALL VERTICAL SURFACES AND &ABLE END VIALLS IN THE ATTIC. SITE ADDRE55: 1.) BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A P051TION THAT 15 PLAINLY LEC715LE AND V151BLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST kNITH THEIR BACKGROUND. 2.) ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4"Y41TH A MINIMUM STROKE r41DTH OF 1/2* S.) 104HERE ACCESS 15 BY MEANS OF A PRIVATE ROAD ANP THE BUILPING ADDRESS CANNOT BE VIEINEP FROM THE PUBLIC VNIAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 5MOKE/C.O.- ALARMS: SMOKE ALARMS: 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOrUNG LOCATIONS: A. IN EACH SLEEPING ROOM. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDPIOOMS- 2.) F41HEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO 13E INSTALLED rilTHIN AN INDIVIDUAL VNIELLIN6 UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM NILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 5.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY PONER FROM THE BUILDING INIRINr, PROVIDED THAT SUCH YCRIN& IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED P41TH A 13ATTERY BACKUP. CRO R3 1 4.4. EXOEPTION5: SMOKE ALARMS ARE PERMITTED TO BE 50LELY BATTERY OPERATED IN EXISTING BUILDIN&S I,NHERE NO CONSTRUC MON 15 TAKING PLACE. CARBON MONOXIDE ALARMS: 1.) FOR NEIAI CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN PNELLIN6 UNITS AND IN SLEEPING UNITS rilTHIN r4HICH FUEL-BURNINO APPLIANCES ARE INSTALLED AND IN PYiELLIN& UNITS THAT HAVE ATTACHED OARA61E5. ,2.) YSIHERE A PERMIT 15 REQUIRED FOR ALTERATIONS, REFAIP5 OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($ 1,000), EXISTING DYNIELLIN65 OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNIN& APPLIANCES SHALL BE PPOVIDEP INITH A CARBON MONOXIDE ALARM IN ACCORDANCE YiITH SECTION R5 1 5. 1. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE 5FIECIFIC DYiELLINS UNIT OR SLEEPING UNIT FOR NHICH THE PERMIT INA5 OBTAINED. 5.) SINGLE- AND MULTIPLE-5TATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING YiITH THE REQUIREMENTS OF UL 2034. CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING V41TH THE REQUIREMENTS OF UL 201 5. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE V41TH TH15 COPE, THE CURRENT EDITION OF NFFA'720'5TANDARD FOP, THE INSTALLATION OF CARBON MONOXIDE (60) DETECTION AND riAPNIN6 EQUIPMENT' AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OTHER CARBON MONOXIDE ALARM AND DETECTION DEVICES AS RECOGNIZED IN NFPA *720 ARE ALSO 4.) CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS R3 15.1 AND R5 1 5.2 SHALL BE INSTALLED IN THE FOLLOY41NO LOCATIONS: ORO RS 15. A. OUT51DE OF EACH SEPARATE DYNIELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEVROOM(5). B. ON EVERY LEVEL OF A P)NELLINO UNIT INCLUDING BASEMENTS. STAIRS, HANDRAILS 4 OUARDS: STAIR Y41DTH: 5TAIRINAY5 SHALL NOT BE LE55 THAN 56"IN CLEAR)NIPTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT 4 BELOIN THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THE 4.5* ON EITHER SIDE OF THE 5TAIRNAY 4 THE MINIMUM CLEAR YqIDTH OF THE 5TAIRViAY AT 4 BELOA THE HANDRAIL HEIGHT, INCLUDING TREADS 4 LANDIN65,5HALL NOT BE LE55 THAN 5 1.5"Y4HERE A HANDRAIL 15 INSTALLED ON 1 SIDE 4 21"AHERE HANDRAILS ARE ON BOTH SIDES. CRC R5 1 1.1. 1. SPIRAL 5TAIRYiAYS IN ACCORDANCE IONITH R31 1.1.1 0. 1. STAIR HEADROOM: THE MINIMUM HEADROOM IN ALL PARTS OF THE 5TAIRrqAY SHALL NOT BE LESS THAN 80" MEASURE12 VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING ON THAT PORTION OF THE 5TAIRriAY. GRC_31 1.7.2. EXCEPTION: VNIHERE THE NOSING OF TREADS AT THE 51DE OF A FLIGHT EXTEND UNDER THE EDGE OF A FLOOR OFENINO THROUGH YNIHICH THE STAIR, PASSES, THE FLOOR OPENING 15 ALLOYSIED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM A MAXIMUM OF 4.75". VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-'7"EETY`lEEN FLOOR LEVELS OR LANDINGS. r,RC51 11.1.B. V4ALKLINE: THE YNIALKLINE ACROSS YNIINPER TREADS SHALL BE CONCENTRIC TO THE DIRECTION OF TRAVEL THPOU(SH THE TURN AND LOCATED 12" FROM THE 51DE 104HERE THE YiINVERS ARE NARROriER. THE 12"DIMEN51ON SHALL BE MEASURED FROM THE Y41DE5T POINT OF THE CLEAR STAIR INIPTH AT THE V41ALKINO SURFACE OF THE r4INDER. IF HINDERS ARE ADJACENT YiITHIN THE FLIGHT, THE POINT OF THE rilDEST CLEAR STAIR P410TH OF THE ADJACENT Y41NDERS SHALL BE USED. CRC 5 1 1.7.4. TREADS 4 RISERS: STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION , FOP, THE PURP05E OF THIS SECTION, ALL DIMENSIONS ARE EXCLU51VE OF CARPETS, RU&5 OR RUNNERS. CPO 51 J.'7.5. RISER HEIGHT: THE MAXIMUM RISER HEIGHT SHALL BE 7 5/4'. THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE THAN 31b" ' RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD AT AN ANGLE NOT MORE THAN 30' FROM THE VERTICAL. OPEN RISERS ARE PERMITTED FROVDIN6 THAT THE OPENING BETYqEEN TREADS DOES NOT PERMIT THE PA5SA(5E OF A 4"IDIAMETER SPHERE. EXCEPTION: THE OPENING BETAEEN ADJACENT TREADS 15 NOT LIMITED ON STAIRS IoNITH A TOTAL RISE OF 30"OR LESS. OPEN RISERS APE ONLY PERMITTED INITHIN 50"OF THE FLOOR. ORO R511.1.5. 1. TREAD DEPTH: THE MINIMUM TREAD DEPTH SHALL BE 1 0". THE TREAD DEPTH 15 MEASURED HORIZONTALLY E3FTYiEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF APJAGENT TREADS 4 AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE GREATEST TREAD DEPTH Y41THIN ANY FLIGHT OF STAIRS SHALL NOT EXCEEP THE SMALLEST BY MORE THAN 3/5'. CRC5111.1.5.2. Y41NPF-R TREADS: ININDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 1 O" MEASURED BETkNEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTION INITH THE kNALKLINE. Y41NIDER TREADS SHALL 14AVE A MINIMUM TREAD DEPTH OF 6'AT ANY POINT kNITH THE CLEAR r4lPTH OF THE STAIR. THE GREATEST TREAD DEPTH hITHIN ANY FI-16HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/8". CONSISTENTLY SHAPED kNINDER5 AT THE hALKLINE SHALL BE ALLOr4ED Y,IITHIN THE SAME FL14SHT OF STAIRS AS REGULAR TREADS 4 DO NOT HAVE TO BE V41THIN 5/8"OF THE RECTANGULAR TREAD DEPTH. ORO 3 1 11.7.5.2. 1. NOSIN(55: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN -1/ 1 6". A N051NO NOT LESS THAN 5/4'BUT NOT MORE THAN 1.25" SHALL BE PROVIDED ON 5TAIRYqAYS HITH SOLID RISERS. THE GREATEST N051NO PROJECTION SHALL NOT EXCED THE SMALLEST BY MORE THAN 3/5* BETY4EE'N 2 STORIES, INCLUDING NOSING AT THE LEVEL OF FLOORS AND LANDINGS. EXCEPTION: A NOSING IS NOT REQUIRED V`lHERE THE TREAD DEPTH 15 A MINIMUM OF 1 1". CFO 5 1 l.'7.5.5. EXTERIOR Y40OPIPLASTIC, COMPOSITE STAIR TREADS: SHALL COMPLY V41TH ORO 5017.5. 5TAIRY4AY LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRYNIAY. THE MINIMUM Yqll;?TH FIERFIENPICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE )NIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE YSIALKLINE 4 THE TOTAL AREA 15 NOT LESS THAN THAT OF A QUARTER CIRCLE V41TH A RADIUS EQUAL TO THE REQUIRED LANDING r4lDTH. VNIHERE THE 5TAIRriAY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL NOT BE LESS THAN 3 6" EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS. INCLUDING STAIRS IN AN ENCLOSED 6ARA&E, PROVIDED A POOP DOES NOT 51,NIN& OVER THE STAIRS. ORO 5 1 11.1.6. 5TAIRV4AY Y4ALKIN& SURFACE: THE Y`IALKINO SURFACE OF TREADS 4 LANDINGS OF STAIRINAY5 SHALL BE SLOPED NO STEEPER THAN 1 UNIT IN 4b" HORIZONTAL (2% SLOPE). CROB 1 11.7.1. HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST 1 SIDE OF EACH GONTINUOU5 RUN OF TREADS OR FLIGHT Y41TH 4 OR MORE RISERS. ORO 51 1.7.8. G HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING. OR FINISH SURFACE OF RAMP SLOPE, SHALL NOT BE LESS THAN 54"4 NOT MORE THAN 58* ' EXCEPTIONS: IJTHEU5EOFAVOLUTE.TURNOUTOR STARTING EA51NG SHALL BE ALLOINED OVER THE LONE5T TREAD. 2.) INHEN HANDRAIL FITTINGS OR BENPIN65 ARE USED TO PROVIDE CONTINUOUS TRANSITION BETINFEN FLIGHTS, TRANSITIONS AT ININPER TREADS, THE TPAN51TION FOR HANDRAIL TO 6UARPRAIL, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHTS. ORO 5 1 11.1,8. 1. CONTINUITY: HANDRAIL5 FOR 5TAIRMAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POPINT DIRECTLY AE30VE T14E TOF RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOYSIER R15ER OF THE FLIGHT. HANIDRAIL5 ENDS SHALL BE RETURNED OP. SHALL TERMINATE IN NE?4EL POSTS OP, SAFETY TERMINALS. HANDRAILS ADJACENT TO A t4ALL SHALL HAVE A SPACE OF NOT LESS THAN 11.5" BETPNIEEN THE YSIALL 4 HANDRAILS. EXCEPTION5: 1.) HANPRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEr4EL POST AT THE TURN. 2.) THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEINEL IS ALLOYiEP OVER THE LO)NEST TREAD. ORO 5 1 11.1.8.2. &RIP SIZE: ALL REQUIRED HANDRAILS SHALL 13E OF I OF THE FOLLOYqlNr. TYPES OR PROVIDE EQUIVALENT 6RA5PABILITYi TYPE 1: HANPRAILS YqITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF A LEAST 1.2 5" 4 NOT GREATER THAN 2'. IF THE HANPRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4'4 NOT GREATER THAN 6.25'Y41TH A MAXIMUM CROSS SECTION Or DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.0 1". TYPE 2: HANPRAILS Y41TH A PERIMETER GREATER T14AN 6.2 5"5HALL HAVE A (SRA5PABILITY FINGER RECE55 ON BOTH 51PE5 OF THE PROFILE. THE FINGER RECE55 SHALL BEGIN V41TH A DISTANCE OF 3/4"MEA5UREM VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE 4 ACHIEVE A DEPTH OF AT LEAST 5/I6"r4ITHIN'I/5"BELOYi THE Y41DE5T PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 31b"TO A LEVEL THAT 15 NOT LESS THAN 1.1 5* BELOIN THE TALLEST PORTION OF THE PROFILE. THE MINIMUM P41PTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1.25W TO A MAXIMUM OF 2.1 5" EDGES SHALL HAVE A MINIMUM RADIUS OF 0.0 I' ' ORO 511.,7.8.5. EXTfRIOR)NOOr,>/Fl_A5T1r_ COMP051TE HANDPAIL5: ORO 3 1 1.1.5.4. SHALL COMPLY ViITH ORO 501.3. ILLUMINATION: ALL STAIRS SHALL BE PROVIDED P41TH ILLUMINATION IN ACCORDANCE INITH ORO 503.6. SPECIAL 5TAIRY4AYS: SPIRAL STAIRYiAY5 4 BULKHEAD ENCLOSURE SHALL COMPLY YNIITH ALL REQUIREMENTS OF CRO 5 1 11.7 EXCEPT A SPECIFIED BELON. SPIRAL 5TAIRViAYS: SPIRAL STAIRINAYS ARE PERMITTED, PROVIDED THE MINIMUM CLEAR r1lPTH AT 4 BELOY4 THE HANPRAILS SHALL BE' 26'NITH EACH TREAD HAVING A '7.5"MINIMUM TREAD DEPTH AT 1.2* FROM THE NARROYNIER EDGE. ALL TREADS SHALL BE IDENTICAL, AND THE RISE SHALL BE NO MORE THAN q.S". A MINIMUM HEADROOM OF &'-&* SHALL BE PROVIDED. ORO 51 I. -I. 1 0. 1. GUARDS -)NHERE REQUIRED: GUARDS SHALL BE LOCATED ALONG OPEN SIDED NALKING SURFACES, INCLUDING STAIRS, RAMPS 4 LANDINGS, THAT ARE LOCATED MORE THAN 50 - MEASURED VERTICALLY TO THE FLOOR OR ORADE BELON AT ANY POINT k�(ITHIN 3r," HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT 13E CONSIDERED A GUARD. ORO 3 1 2. 1. 1. GUARDS - HEIGHT: REQUIRED GUARDS SHALL BE NOT LESS THAN 42"HI(SH MEASURED VERTICALLY ABOVE THE ADJACENT VNIALKIN& SURFACE, ADJACENT FIXED 5EATINC, OR THE LINE CONNECTIN6 THE LEADING ED6ES OF THE TREAP5. EXCEPTIONS: 1.) GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT LESS THAN 54"MEASUREP VERTICALLY FROM A LINE CONNECTING THE LEADING EDGE OF THE TREADS. 2.) INHERE THE TOP OF THE GUARD AL50 SERVES AS A HANDRAIL ON THE OPEN SIPES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 34"4 NOT MORE THAN 35"MEASUR-EP VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS, CRC 512.1.2. GUARDS - OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE YNIALKINS SURFACE TO THE REQUIRED GUARD HEIGHT VNIHICH ALLOY45 PASSAGE OF A 4"SPHERE.EXCEPTION5: 1.) THE TRAINGULAR OPENINGS AT THE OPEN SIPE OF STAIR, FORMED BY THE RISER, TREAD 4 BOTTOM RAIL OF A GUARD, SHALL NOT ALLOY'l PASSAGE A 6"5PHERE. 2.) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS YNIHICH ALLOVq PASSAGE OF A 4 5/5"SPHERE. ORO 512. I.S. 1�, J,j MAX RAMIREZ - GOLDEN SUN DE51ON - ENERGY CALCS N41,, __v- 22 1 54 SAMSON AVENUE, CORNING, CALIFORNIA q&021 ­w6m.-PHONE: (550) 52 11-1242 CELL �* � 4, EMAILADPPE55: Maxor-adMama-corn P T'k UnLITIES: ELECT. SERVICE: (CONFIRM LOCATION) 1.) PROVIDE 200 AMP SERVICE, LOCATED AT LEAST 3 6" FROM THE NEAREST POOP, OP, ININDOY4. 2.) CANNOT BE LOCATED ADJACENT TO A BEPPOOM OP C,L05ET. BJ NO FOUNDATION OR ATTIC VENT VqITHIN 1 O'VERTICALLY AND 5' HORIZONTALLY. 4J CENTER OF METER READOUT TO BE AT A HEIGHT OF 45"MlNIMUM TO '7 5'MAXIMUM. GAS SERVICE: (CONFIRM LOCATION) I J PROVIDE AT LEAST 56"FROM GAS RISER TO ELECT. SERVICE. 2.) NO V41NDOIN OR VENT YqITHIN 5 6'HORIZONTALLY 4 1 O'VERTICALLY. NALLS: STONE VENEER OVER INOOP STUDS 0,16'c/c: 1. ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING r4/ ASTM P 226 FOP TYPE 1 FELT, TO PROVIDE CONTINUOUS ViATER-RE515TIVE BARRIER. 2. ATTACH 2"x2" 0.062 5 INCH ZINC -COATED OR NON-METALLIC, COATED INIRF MESH A.) ATTACHED W 2* CORR05ION-RESISTANT STEEL INIRE FURRING NAILS AT 4* c1c PROVIDING A MIN. OF 1. 1 2 5"FENETRATION INTO EACH STUD I Yq1 5d ANNULAR THREADED NAILS AT 8"c/c INTO TOP 4 BOTTOM PLATES OP, Y41 E0. INIRE TIES. S.) THERE SHALL BE NOT LESS THAN 0. 1 055* ZINC -COATED OR NONMETALLIC COATED YflRE, OR APPROVED EQUAL, ATTACHED TO THE STUD Yil A MIN. OF AN 5,1 ANNULAR THREADED NAIL FOR EVERY 2 SQUARE FEET OF STONE VENEER. TH15 TIE SHALL BE A LOOP HAVING LEGS NOT LE55 THAN 15'IN LENGTH, SO BENT THAT IT JNILL LIE IN THE STONE VENEER MORTAR JOINT. O.) THE LAST 2"OF EACH P41RE LEG SHALL HAVE A RIGHT-ANOLE BEND. 5. I"MIN. THICKNESS OF CEMENT 6ROUT SHALL BE PLACED BETYiEEN THE BACKING 4 THE STONE VENEER. STONE -VENEER OVER STEEL STUDS *,I 6'a/c: 1. STEEL STUDS SHALL BE COLD -FORMED STEEL HAVING A MIN. BARE STEEL THICKNESS OF 0.04 2 5". 2. ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING Vil ASTM D 226 FOP, TYPE 1 FELT, TO FROVIDE CONTINUOUS YqATER-RE515TIVE BARRIER. 5. ATTACH 2'X2* 0.0( 525 INCH ZINr-or-OATFD OR NON-METALLIC COATED rilRF MESH A.) ATTACHED 1`111 CORR051ON-RESISTANT #5 SELF -DRILLING, TAPPING 5OREN5 AT 4" c1c 4 AT Wc/a INTO TOP 4 BOTTOM TRACKS OP, Y41 EQUIVALENT I,NIRE TIES. B.) ALL 5CREIN5 SHALL EXTEND THROUGH THE STEEL STUDS A MIN. OF 5 EXPOSED THREADS. r-.) THERE SHALL BE NOT LESS THAN 0. 1 055* CORROSION-RE515TANT NIRE, OR APPROVED EQUAL, ATTACHED TO THE STUD PN/ A MIN. OF A #b SELF-DRILLINO, TAPPING SCREYq EXTENDING THROUGH THE STEEL STUD A MIN. OF 3 EXPOSED THREADS FOP, EVERY 2 SQUARE FEET OF STONE VENEER. TH15 TIE SHALL BE A LOOP HAVING LEGS NOT LESS THAN 15"IN LENGTH, 50 BENT THAT IT YqILL LIE IN THE STONE VENEER MORTAR JOINT. P.) THE LAST 2'OF EACH Y41RE LE& SHALL HAVE A RI(5HT-AN(SLE BEND. 4. 1"MIN. THICKNESS OF CEMENT GROUT SHALL BE PLACED BETYqEEN THE BACKING 4 THE STONE VENEER. STUCCO SIDING: INHEN THREE COAT STUCCO 15 APPLIED OVER PLY)NOOP SHEATHIN(5,2 LAYERS OF 6RADE D rAPER)NHEN APPLIED OVER THE SHEATHING. ORO -703.6. STUCCO NEer 5CREEP5: INSTALL YNIEEP SCREEDS 2'ABOVE PAVED AREAS 4 4* ABOVE SOIL. INATER HEATERS: riATFR HEATERS: PROVIDE THE FOLLOYS111,16: 1.) UNOBSTRUCTED 1 20V RECEPTACLE rilTHIN 5'. 2.) CATEGORY III or IV VENT, OR TYPE 5 VENT Y41 STRAIGHT PIPE BETY4EEN OUT51DE TERMINATION 4 YNIHERE YiATER HEATER 15 INSTALLED. B.) Y41ATER HEATERS CAPABLE OF IGNITING FLAMMABLE VAPORS LOCATED IN A GAPA(5E MUST BE I WABOVE THE FLOOR. CMO Bob. CFO 50-1.1 B. 4.) CONDENSATE DRAIN NO MORE THAN 2* H16HER THAN THE BASE OF THE riATER HEATER THAT ALLOY45 NATURAL PRAINA6E NITHOUT PUMP ASSISTANCE. 5.) GAS SUPPLY LINE ril A CAPACITY OF AT LEAST 200,000 BTU/HR. 6.) PROVIDE SEISMIC BRACING FOR NIH AT LOCATIONS EQUAL TO THE TOP 4 BOTTOM 1 /3 OF ITS VERTICAL DIMENSION. STRAP SHALL BE A MIN. OF 4'AE30VE CONTROLS. C,Pr_ 5 0 7.2. 1.) A PRESSURE 4 TEMPERATURE RELIEF VALVE TO OUT510E Y41 UNTHREAPED PIPE FACING POINNYqARD BETViEEN &'TO 24"ABOVE GROUND POINTING POINNriARP. CFO 608.5. 5.) HOT INATER SUPPLY PIPING S14'4 GREATER SHALL BE INSULATED. CEO 150.0 (J).2 III cid HOT YNIATER PIPING SUPPLYING THE KITCHEN SHALL BE INSULATED. CEC 1 50.0 (J) 2 VI 1 0.) riHEN REQUIRED BY LOCAL EUILDIN& OFFICIALS: PROVIDE YNIATER HEATER PROTECTION Y41TH (2) 45* x 4"STEEL PIPE (ANSI SCHEDULE 40) IMBEDDED 12"INTO CONCRETE 12"VIA. x 1 8"DEEP CONCRETE - FILL FIFE ri/ CONCRETE. r -PO 501.15.11. 1 1 J riATER. HEATERS IN CONFINED SPACES: PROVIDE 50 SQUARE INCHES OF SCREENED VENT 12" FROM TOP 4 hITHIN 12"OF BOTTOM. CMC'70 1.6 ATTIC MOUNTED TANKLF55 104ATER HEATERS: OF -0 I 50.0 (N) 1 J PROVIDE 24"SOLID FAS5A0EV4AY FROM ATTIC ACCESS TO 30"XBO* )NORKINO PLATFORM. 2.) PROVIDE 120Y RECEPTACLE INITHIN V4 L16HT NEAR THE UNIT rq/ A 5Y41TCH AT ENTRANCE TO PAS5AGEkNAY. CFO 505.4. B.) OATE60RY Ill or IV VENT, OR TYPE B VENT IN/ STRAIGHT PIPE BETYqE:EN OUT51DE TERMINATION 4 I,NHERE Y4ATER HEATER 15 INSTALLED. 4.) A CONDENSATE DRAIN THAT 15 NO MORE THAN 2* HIGHER THAN THE BASE OF THE INSTALLED riATER HEATER, AND ALLOIA45 NATURAL DRAINING NITHOUT PUMP C 5.) A GAS SUPPLY LINE INITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 6.) A 1.5'DEEPkNATER HEATER PAN IN/ DRAIN TO OUTSIDE. Y4HOLEBUILDINO VENTILATION: Y4HOLE BUILDING VENTILATION: A BATHROOMS OR LAUNDRY EXHAUST FAN, AS THE! OUALIFYIN6 NHOLE-BUILDINC, VENTILATION FAN, SHALL COMPLY Y41TH THE FOLLOV41NO: 1.) A MINIMUM OFM RATING OF -7 5 CFM. 2 , ) BE RATED A MAXIMUM OF 1.0 SONE. 5.) THE CONTROL SY4ITOH MUST BE LABELED AS THE Y�HOLE-BUILPIN& VENTIL-ATION 4 FAN SHOULD OPERATE YiHENEVER THE HOME 15 OCCUPIED. kNHOLE HOUSE FAN: THE INHOLE HOUSE FAN SHALL HAVE INSULATED LOUVERS OR A COVER YSHICH CLOSES YiHEN THE FAN 15 OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2. NILD-LANDURBAN -INTERFACE M.U.0: DriELLIN(55 LOCATED MTHIN A STATE RESPONSIBILITY AREA SHALL COMPLY Y41TH THE FOLLONIN&: PECKING SURFACES: THE r4ALKIN6 SURFACES OF PECKS, PORCHES, BALCONIES 4 STAIRS IS YqITHIN 1 O' OF THE EAL=N0,,5HALL BE CONSTRUCTED OF ONE OF THE FOLLOViINC, MATERIALS: CRO_3.� _79_:__� 13.� 1�7 1 J IGNITION-RE515TANT MATERIAL THATr6bHPLIE% MTH 5FM STANDARD 12--FA-4 4 12 -*7A-5. 2.) EXTERIOR FIRE RETARDANT TREATED INOOP. 9.) NONCOMBUSTIBLE MATERIAL 4.) ANY MATERIAL THAT COMPLIES I,NITH 5FM STANDARD 12 -IA -4A riHEN ATTACHED EXTERIOR I`4ALL COVERING 15 ALSO EITHER NONCOMBUSTIBLE OR IGNITION- RE51STANT MATERIAL. EAVES 4 SOFFITS: MUST BE NON-COMBUSTIBLE OR IGNITION RESI _ANT. OPEN ROOF EAVES ALLOYNIIED W _5T _ FIRE RESISTANT PLYrioOD OR 05B. CR4�� FAVE VENTS: X7 7, ?, - TO BE APPROVED EAVE VENTS THAT RE51ST THE INTRUSION OF FLAME 4 BURNING EMBERS. ORO R52 -7 6.5. EXCEPTION * 1: VULCAN VENTS OR TESTED EQUIVALENT, EXTERIOR POOP S-:'-" MUST BE FIRE RESISTANT. POOP EXT. SURFACE MUST BE NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL OR BE SOLID CORE Y400D 1 5/8"THICK OR HAVE A FIRE-RE515TIVE RATING OF NOT LE55 THAN 20 MINUTES. ORO R527.8. EXTERIOR 6LAZINO/ININI�'OIN5: - EXTERIOR GLAZING MUST BE DUAL PANE 4 HAVE AT LEAST (1) PANE OF TEMPERED GLASS. ORG R321.5 EXTERIOR kNALI-S:' Y'LALL COVERINGS TO BE NON-COMBU5TIBLE OR IGNITION RESISTANT. CRO R521.1. FOUNDATION 4 (�,ABLF,NTTIC VENTS: - SHALL 13E COVERED Yi/ METAL r41RE MESH OR NONCOMBUSTIBLE MATERIALS Y41 MIN, OF 1 / 1 6"4 SHALL NOT EXCEED 1/95* OPENINGS. CRO R521 6.2. FORCHCEILIN65: MUST BE IONITION-RES15TANT OR NONZCOMBUSTIBLE. r_Rr_ R52-7.1.6. ROOF GUTTERS: - SHALL BE PROVIDED N1 MEANS TO PREVENT THE ACCUMULATION OF LEAVES 4 DEBRIS IN &UTTERS. ORC R.5 2 7.5.4. VENTS AT GABLES 4 FOUNDATION: SHALL BE COVERED Y41TH METAL rilRE MESH OP NON-OOMBUSTIBLE MATERIALS NITH A MINIMUM OF 1/ 1 6"AND SHALL NOT EXCEED 1/4'OFENIN65. ORO R521.6.2 SAFETY GLAZING: HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOr4lNr,: GLAZING IN DOORS: IN ALL FIXED 4 OPERABLE PANELS OF 5114INGIN6, SLIVINO 4 BI -FOLD POOR5. EXCEPTIONS: 1) OPENING IN INHICH A 5* DIAMETER SPHERE 15 UNABLE TO PASS. :2) IN DECORATIVE GLAZING. ORO R306.4. 1. GLAZING ADJACENT DOORS: ORO R905.4.2 GLAZING k1IITHIN A:24"ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION 4 IINHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60'ABOVF_ THE FLOOR OP, INALKIN6 SURFACE. EXCEPTIONS: 1) DECORATIVE GLAZING. 2) riHERE THERE 15 AN INTERVENING YIALL OR PERMANENT BARRIER BETriEEN THE DOOR 4 GLAZING. 5) GLAZING IN ViALL5 ON THE LATCH SIDE OF 4 PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4) �NHERE ACCESS THROUGH THE POOR 15 TO A CLOSET OR STORAGE AREA VOR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY kNITH CRO R505.4.5. 5) GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS. &L-AZIN6 IN IININPON5: ORO P-508.4.5. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT-14EETS AI_L_ OF -THE FOLLONINO CONDITIONS SHALL BE CONSIDERED HAZARDOUS LOCATIONS: 1 )THE EXPOSED AP EA OF AN INDIVIDUAL PANE 15 LARGER THAN q SOFT. 2) THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN 1 WABOVE THE FLOOR. 5.) THE TOP EDGE OF THE GLAZING 15 MORE THAN 56'ABOVE THE FLOOR: AND 4) ONE OP, MORE Y41ALKINO SURFACES ARE INITHIN 3&'MEA5UREP HOP IZONTALLY 4 IN A STRA16HT LINE OF THE GLAZING. EXCEPTIONS: 1) DECORATIVE GLAZING. 2) Y`IHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE SIVE(S) OF THE GLAZING 54"TO 55* ABOVE THE kXALKIN& SURFACE. THE RAIL SHALL BE CAPABLE OF kNITHSTANDIN6 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT kNITHOUT CONTACTING THE GLASS 4 BE A MINIMUM OF 1 1/2* IN CR055 5ECTIONAL HEIGHT. GLAZING IN GUARDS I RAILS: ORO R505.4.4. GLAZING IN GUARDS I RAILS SHALL BE CONSIDERED HAZARDOUS. GLAZING 4 ViET SURFACES: CRO R508.4.5. GLAZING IN kNIALLS, ENCLOSURES OP, FENCES CONTAINING OR FACING HOT TUE35,5FAS, �NHIRLFOOL5, SAUNAS, STEAM ROOM5,5ATHTUB5, SHOkNERS 4 INDOOR OR OUTDOOR Sy'llMMIN& POOLS r4HERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN 60"ABOVE A STANDING OR riALKINS SURFACE SHALL 13E CONSIDERED HAZARDOUS. TH15 SHALL APPLY TO SINGLE GLAZING 4 ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60"MEA5UP-ED HORIZONTALLY 4 IN A STRAIGHT LINE FROM THE NATER'S EDGE OF A BATHTUB, HOT TUB, 5PA, INHIRLrOOL OR 5INIMMIN6 POOL. GLAZING ADJACENT STAIRS 4 RAMPS: CRC, R505.4.6. GLAZING NHERE THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 36"ABOVE THE PLANE OF THE ADJACENT Y`IALKING SURFACE OF STAIRriAYS, LANDINGS BETriEEN FLIGHTS OF STAIRS 4 RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: 1))NHEN A RAIL 15 INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 54"TO 58"ABOVE THE k4ALKINO SURFACE. THE RAIL SHALL BE CAPABLE OF)NITHSTANDINS A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT MTHOUT CONTACTINO THE GLASS 4 BE A MINIMUM OF 1 1/2'IN CROSS SECTIONAL HEIGHT. 2) GLAZING 5 6"OR MORE MEASURED HORIZONTALLY FROM THE NALKING SURFACE. GLAZING ADJACENT -TO THE BOTTOM OF STAIR LANDING: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRVqAY Y,IHERE THE GLAZING 19 LE55 THAN 56' ABOVE THE LANDING 41INITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING IINITH CPO IRB 12 4 THE PLANE OF THE &LASS 15 MORE THAN 1 W FROM THE GUARD. C51-AZING MORE THAN 1 2'ABOVE FINISHED GRAPE: ININDOPNIS HAVING OPENINGS LOCATED Y41THIN 24'OF THE FINISHED FLOOR To BE PROVIDED V41TH PXINmOri FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY rqITH ASTIM F 20110. 6PIC R512.2.1 ALL HAE31TABLE ROOMS: SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH PSIINDOr,15, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED kNITH READY ACCESS OR SHALL OTHERY415E BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. CRC R303. 1. LA5T UPPATM I/ 1 2/201 1 SUMMIT STRUCTURAL DE51ON - STRUCTURAL E 553 P-10 LINDO AVENUE 0200, CHICO, CA ci5cI26 (530) 5q2-4407 V40RK EMAIL ADDRESS: RylandoSummItChico.com C:\U5ers\Lynn\Do6uments\r_hIef x -i Flans\Todd Penney\Denney Residence.layout OY4NER: TODD PENNEY (550) 5 I a-8-765 EMAIL ADDRESS: Tr_Denneyo0MafLcom I ^KGH 1;� (2 4" X 5 6") I Y4HILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A6AIN5T HUMAN ERROR� BUILDING CONTRACTOR / HOME OV4NER TO REVIEF4 AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DszArrING BY: mmffH �S,,� (5so) 541 1 -03513 ,q " _,A,,O,�,,� 'A'L Iq YCAMORE VA,LLt!Y ROAD CHICO, CALIFORNIA q 5 01"? 5 LYN N sm i,rH 5 2 0A TT.N ET N� 14 , �, 6OLVFN SVN -0 0, 0- Z��ZISN� . MAX i v *I'- RAMI�ZE!z /-_ I � �� THESE MANS HAVE BEEN REVIEYiED ONLY FOR COMPLIANCE Y,IITH ATTACHED STRUCTURAL CALCULATIONS. THE ENOINEER'S STAMP ON THIS PLAN 15 VAL P ONLY Y41TH Ir A LETTER SIGNED BY THIS ENGINEER FOR EACH 4z Go T S_ 13 ri q_ < I lu t i 0 k) V 0 7- Z 13 " JU Z U- W:i I a J" < t- - In v d) J-111- ,),t lu 60 0 v W_ I 1 Lu y tA ") M � - ,�* , ; mf I - fj � z z fj < _j I lu 04 d) k) a vu ul y 10 < JU -0 mi (L to V t -0 ') q) v ri q) 13 2 < 0) K _j 0 I- LLI d) < d) < tn tu Ir- () z Z 0 LU LU JU �- ,5 v 0 z �D Z -1 _- . (� < ? 1j) m ") K tu -1 11-- %) 0 z z LIVABLE: 125-7 SqFt TOTAL &ARA&E: 652 SqFt PATIO: 24 SqFt TOTAL DATE: 1 3/30/20 11 1 SCALE: SHONN PERMIT # ------- �_ - __ EUTTE COUNTY DEVELOPMENT SERVICES U-67 REVIBNED FOR rn CODE Cb �JPLIANCE t ,20__ 1) 7 0 R y DATE -------�___ BY L_ SHEET �__ 7 0 r,OPYR16HT:20 117 1 11 q SYCAMORE VALLEY ROAD, CHICO, CA qSq '75 (5�0) aq 1-0555 riORK �119__.L,;_ , "" ­­ , , - _­ , - L'Z.;­__­­1s EMAILADDRESS: Lynn5mith320ATT.net ­S2"TT- GENERAL STRUCTURAL NOTES GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: ROOF 20 PSF REDUCIBLE A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH DIVISIONS I, II, III, AND IV U.N.O.: SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: D.) REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" 18 PSF (INCLUDES 3 PSF SOLAR) SEISMIC IMPORTANCE FACTOR: 1 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.276 OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE E.) TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. SEISMIC SITE CLASS: D DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SDI = 0.340, Cs = 0.08 WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY SEISMIC DESIGN CATEGORY: D C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 5.4 KIPS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD RESPONSE MODIFICATION FACTOR: R = 6.5 ACCEPTABLE ALTERNATIVE. CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL ANCHOR BOLT WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. L ANGLE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETCETERA. ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C) WIND: WIND SPEED: 110 MPH LLH LONG LEG HORIZ. WIND EXPOSURE: C D) IF A PARTICULAR FEATURE OF CONSTRU LONG LEG VERT. C. MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED ) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. CTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2016 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS PERMIT d BUTT E COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 13� LLL_14_�j__— BY_ Q�OFESS/pN9 K. ""N o. 75688"x' * E . 6/ 0/18 CIVIL gTFOFCAL�F�� 3/30/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com 00 Ol (� O V 1 01 W 0 O zL1J z U O Z Q LTJ 0 Q Qcn U Ljj 1 � O LU U zU wpz LU U n � V / U Q J REVISIONS: DATE: 3/30/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-155 SHEET: N USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ROOF 20 PSF REDUCIBLE ICC REPORT. E) DEAD LOADS: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER ROOF 18 PSF (INCLUDES 3 PSF SOLAR) HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. ABBREVIATIONS F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. AB ANCHOR BOLT K KIPS ADDT ADDITIONAL L ANGLE G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. ADJ ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. ARCH ARCHITECTURAL LONG LONGITUDINAL PER PLANS AND DETAILS. BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER 6-6 CONNECTIONS: BM BEAM MAX MAXIMUM BOTT (B) BOTTOM MB MACHINE BOLTS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. BTF BEAT TO FIT MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CB CARRIAGE BOLTS MIN MINIMUM WASHERS WHERE BEARING AGAINST WOOD. CC1 CONTROL JOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED CJ CONSTRUCTION JOINT (N) NEW BEFORE CLOSING IN OR AT COMPLETION OF JOB. CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER 8. ROOF FRAMING CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING 8-1 PREFABRICATED ROOF TRUSSES: CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE CTR CENTER PERP PERPENDICULAR TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL CTSK COUNTERSINK PL PLATE DRAWINGS AND CBC 2303.4. DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF DIA DIAMETER PT PRESSURE TREATED CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED C) TRUSS DESIGN LOADS: EF EACH FACE REINF REINFORCEMENT TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE EL ELEVATION (DATUM) REQ'D REQUIRED TOP CHORD DEAD LOAD: 10 PSF ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL BOTTOM CHORD DEAD LOAD 8 PSF EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF TOTAL LOAD 38 PSF EQ EQUAL RECORD UPLIFT LOAD AS REQUIRED BY THE 2016 CBC ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES EW EACH WAY STIFF STIFFENER INVOLVED IN GOVERNING CONSTRUCTION. FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN FJ FLOOR JOIST SS STAINLESS STEEL LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER UNO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH JST JOIST W/O WITHOUT JT JOINT PERMIT d BUTT E COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 13� LLL_14_�j__— BY_ Q�OFESS/pN9 K. ""N o. 75688"x' * E . 6/ 0/18 CIVIL gTFOFCAL�F�� 3/30/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com 00 Ol (� O V 1 01 W 0 O zL1J z U O Z Q LTJ 0 Q Qcn U Ljj 1 � O LU U zU wpz LU U n � V / U Q J REVISIONS: DATE: 3/30/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-155 SHEET: N FASTENING SCHEDULE (TABLE 2304.10.1) CONNECTION FASTENING`" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") KING STUD/S PER SCHEDULE TWO POUR CONDITION 3 - 3" X 0.131' NAILS TOE NAIL BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH 3 - 3" 14 GA. STAPLES OPENING 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 1 1 5/16" POST PER PLAN WHERE OCCURS 2-3"X0.131"NAILS TOE NAIL EACH END 1 6" 2 - 3" 14 GA. STAPLES 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162" ) LAP SPLICE 12 - 3" X 0.131" NAILS 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2-3"X0.131"NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND BOTTOMSTAGGERED ON 3" X 0.131" NAILS AT 24" O.C. OPPOSITE ENDS 3" 14 GA. STAPLES AT 24" O.C. 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TiE TO RAFTER 3 - 10d COMMON (3" X 0.148") FACE NAIL 4 - 3" X 0.131" NAILS 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") TOE NAIL 4 - 3" X 0.131" NAILS 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") TOE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 4 - 3" X 0.131" NAILS 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 4 - 3" X 0.131" NAILS 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.b 1/2" AND LESS 6d' SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL° 19/32" TO 3/4" 8d OR 6d" 2 3/8" X 0.113" NAIL' " 7/8" TO 1 8d° SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 4" OR 8d° BTO FRAMING) 3/4- AND LESS6d' 7/8" TO 1" 8d" 1 1/8- TO 1 1/4- 10d' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" 8d' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d` a. Common or Dox naus are permitteo to ue uavu ex P� ", .,., " --- b. -b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. I. Corrosion -resistant staples with nominal 7/16 Inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 Inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at Intermediate supports. TYPICAL FASTENING SCHEDULE 10 NO SCALE S D 1 ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICCE:"' . n A" r% SLAB -ON -GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL 8 NO SCALE S D I SHEAR PLY AND NAILING PER PLP HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - PLY AND M�����G PER PLAN 114 TYPICAL CORNER HOLDOWN DETAIL 7 NO SCALE S D 1 k_ WALL CONTINUES WHERE ,,�OCCURS PER PLAN (5) 16d +++i + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" + + + + FDIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" + + MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO + DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE PER DETAIL BELOW MSTi26 STRAP, U.N.O., CENTERED ON DISCONTINUITY 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND (2) STORY (SEE SHEAR WALL SCHED.) PT DF -L SILL Jul'- JU- JV` l�f- -'�f-- II 11 " PLATE WASHER I LJ 7 MIN 3" X 3" X .229" TYP STUD DIRECTLY UNDER SPLICE, TYP. MASA/MASAP ANCHOR OPTION PER NOTE 4 TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL --1/2" DIA AB WITH \ 2" HOOK, TYP `_FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP _ 16d SINKERS AT 16" O.C. _ (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C.(12) MIN. BETWEEN SPLICES GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLY DBL 2X UNDER SPLICE, TYP. I TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. INTERSECTING WALL OR CORNER WHERE OCCURS- ] TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL TOP PLATE SPLICE DETAIL FTTYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE S D 1 NO SCALE S D 1 TOP PLATE PER 6/SD1� STUD WALL ELEVATION KEY � i0 HEADER PER PLAN ® TRIMMER/S PER SCHEDULE TYP U.N,0.10101, KING STUD/S PER SCHEDULE TWO POUR CONDITION A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® OPENING © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. 1 1 5/16" POST PER PLAN WHERE OCCURS SSTB24 STUD WALL ELEVATION KEY (A) HEADER PER PLAN ® TRIMMER/S PER SCHEDULE © KING STUD/S PER SCHEDULE TWO POUR CONDITION A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. 1 1 5/16" POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 5'-0" (1) 2X6 (1) 2X6 UP T UP T HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON MINIMUM HOLDOWN HOLDOWN MODEL POST NUMBER SIZE DISTANCE FROMMINIMUM CENTER OFSTEM CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN FASTENERS AT POST WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 I DBL 2X 1 1 5/16" SSTB20 SSTB24 110 SCREWS 1 6" HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON MINIMUM HOLDOWN HOLDOWN MODEL POST NUMBER SIZE DISTANCE FROMMINIMUM CENTER OFSTEM CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN FASTENERS AT POST WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 I DBL 2X 1 1 5/16" SSTB20 SSTB24 110 SCREWS 1 6" 0 8'-0" (2) 2X6 (2) 2X6 GENERAL NOTES: 0 18'-0" (2) 2X6 (3) 2X6 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL STUD WALL ELEVATION I I TYPICAL HOLDOWN SCHEDULE I 2 ID1 No SCALE �Dl CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP-,,,., NO SCALE TOP PLATE PER 6/SD1 PROVIDE PANELS A MFR, 1/8" BLOCK AT AL L 16" MAX ' SPACING - - ----r�-- - FF II I°I I.I II FIELD NAIL PER GAP BETWEEN I II II II S REQ'D BY I II II I SHEAR WALL SCHED. " MIN II II II Ii EN PER SHEAR 11 I I 1 1 WALL SCHED. AS REQ'D I I I°I I I 1 11 11 EDGES, TYP I I ( (( T COMPRESSION I i I I POST AS REQ'D i SHEAR PLY PER HOLDOWN 1 PER SHEAR SCHEDULE II WALL SCHED.--\\ � I STUD 1°1 I I► II II f1 I I I I°I I°I I I II II II II 11 I HOLDOWN PER 11 II I°I I°I II I SCHEDULE \j I.I I II II II II 11 II II I I.I II II 11 I°I I II I•I LI II II I II II 11 II II I I°I -I --�I-- LL-- I ---LL SILL PLATE AND AB SIZE/SPACING PER SCHED. 17" I FOUNDATION PER PLAN--'-- M NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION NO SCALE 4 SDI PERMIT#_-Gt I -P (- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE CO W LANCE DATE-!---,- j-1-i4t_-j - BY4_ - SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2�-8p O.C. 260 6 AB 0 3' 1 -8 O.C. 2X MUDSILL 12d ® 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1 �-8p O.C. 350 4* AB ® 2'-9" O.C. RBC AT 1 -2 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE S D I oQROVESS/0/4 L'i No. 756881 M * E . 6/ 0/18 JT C1V1�- ��P gTFOF CALF 0� 3/30/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS y�4 /J�► 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ssssssss� <00 ssssse, V � O W 0 Q N .. W z U CL Q LLJ D 0 Q c. U DC O Lu Z L U W r) Q Uj v � � -= U U sssssse, r J REVISIONS: DATE: 3/30/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-155 SHEET: SD1 FOUNDATION PER PLAN--'-- M NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION NO SCALE 4 SDI PERMIT#_-Gt I -P (- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE CO W LANCE DATE-!---,- j-1-i4t_-j - BY4_ - SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2�-8p O.C. 260 6 AB 0 3' 1 -8 O.C. 2X MUDSILL 12d ® 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1 �-8p O.C. 350 4* AB ® 2'-9" O.C. RBC AT 1 -2 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE S D I oQROVESS/0/4 L'i No. 756881 M * E . 6/ 0/18 JT C1V1�- ��P gTFOF CALF 0� 3/30/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS y�4 /J�► 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ssssssss� <00 ssssse, V � O W 0 Q N .. W z U CL Q LLJ D 0 Q c. U DC O Lu Z L U W r) Q Uj v � � -= U U sssssse, r J REVISIONS: DATE: 3/30/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-155 SHEET: SD1 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE S D I oQROVESS/0/4 L'i No. 756881 M * E . 6/ 0/18 JT C1V1�- ��P gTFOF CALF 0� 3/30/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS y�4 /J�► 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ssssssss� <00 ssssse, V � O W 0 Q N .. W z U CL Q LLJ D 0 Q c. U DC O Lu Z L U W r) Q Uj v � � -= U U sssssse, r J REVISIONS: DATE: 3/30/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-155 SHEET: SD1 NOTCH BEAM AT PERPENDICULAR BEAM PER PLAN PLATES, WHERE OCCURS LSTA12 STRAP TOP PLATE PER 7/SD1 (2) 16d NAILS, TYP \TRIMMER TYPICAL TOP PLATE -BEAM DETAIL NO SCALE BENT LSTA12 STRAP LENGTH A BOTTOM CHORD OF ZSIMPSON STC CLIP TRUSS BY OTHERS AT EACH TRUSS 1/2" GAP NON-BEARING WALL WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS 1 /2" GAP�� TRUSS BY OTHERS, TYP NON-BEARING WALL 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS NOTE: ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE TRUSSES AND THE NON-BEARING WALLS. i2 TYPICAL NON-BEARING WALL AT ROOF 9 SD2J NO SCALE SD2 PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. ROOF PLY AND NAILING PER PLAN VALLEY FILL TRUSS AT 24" O.C. AND CONN. TO ROOF BY OTHERS j ROOF PLY AND NAILING / PER PLAN E.N. PLY AT SLEEPER BLOCKS, TYP `-(2) 16d TOENAILS OR END NAILS, TYP EA END: OF EA SLEEPER BLOCK LCE POST CAP BEAM PER PLAN\ -2X SLEEPER BLOCK BETWEEN ALL SUPPORT TRUSS \CE POST CAP VALLEY FILL BY OTHERS, TYP TRUSSES WITH (3) POST PER PLAN 16d NAILS AT EA SUPPORT TRUSS NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. TYPICAL MITERED BEAM DETAIL 11 NO SCALE SD2 TYP OVERFRAMING AT VALLEY -FILL TRUSSES 8 NO SCALE SD2 AT OFFSET DRAG FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. ROOF PLY AND TRUSS ADD 2X4 DRAG TRUSS 1'-6" 12" NAILING PER PLAN DF#2 BLOCKS FOR PER PLAN PERP. TRUSS RBCCUP PERHEAR 2'-6" 6' LENGTH TO 1 12" BY OTHERS, TYP WALL ROOF TRUSSES BOTTOM CHORD OF OTHERWISE 4'-0" O.C., TYP. BY OTHERS DRAG TRUSS WITH EAVE CONN. PER (2) 16d AT 12" 7/SD2, TYP E.N. O.C., (4) MIN SOLID BLOCKING PER BLOCK---,_ + +.., H2.5T EA. TRUSS AND E.S. AT MULTI -PLY AND DRAG TRUSSES E.N. STRAP PER PLAN 1/2 STRAP\ FASCIA BY OTHERS TOP PLATE PER 6 SD1 / LENGTH, U.N.O. TOP PLATE PER PLAN PER 6/SD1 SHEAR PER PLAN - BEAM PER PLAN, WHERE/IF OCCURS \WALL FRAMING WALL FRAMING PER PLAN POST PER PLAN PER PLAN, TYP WHERE OCCURS TYPICAL DRAG TRUSS DETAIL NO SCALE 10 SD2 TYPICAL EAVE DETAIL NO SCALE SD2 --t THICKNESS 3" CLR A 3" CLR�6" O.C., TYP N 3" CLR REINFORCE WITH #4 FTG TYPE PER PLAN JAT 6" O.C. E.W. 0 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 1 12" TYPICAL SPREAD FOOTING SCHEDULE NO SCALE NOTE: PROVIDE 2" MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. COLUMN PER PLAN POST BASE PER PLAN, SLAB -ON -GRADE - - CENTERED ON FOOTING PER PLAN - = BELOW SLOPE FINISHED GRADE, OR CONCRETE BY OTHERS, 0 o AWAY FROM FOUNDATION ••o .o J o.. af 3" CLR a PER PLAN REINF. PER PLAN--/ NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. TYPICAL POST FOUNDATION DETAIL 3 NO SCALE �D2 PROVIDE 6" MIN WIDTH STEM CONCRETE 1/2" ISOLATION JOINT BEYOND PER 4 SD2 WITH 4 TOP SLAB -ON -GRADE CONCRETE SLAB -ON -GRADE HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE PER PLAN PER PLAN. SLOPE PER 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING ARCH WHERE REQ'D WHERE REQUIRED• II ELEV. PER ARCH_ jk 1/2" ISOLATION JOINT _ 1/2" ISOLATION II JOINT BEYOND °O ° ° ° PAVEMENT AND S � _ .L -OPE ELEV. PER ARCH ° 0 0WO6,SUBGRADE BY OTHERS;, j% '/ —CONCRETE SLAB -ON -GRADE NATURAL Oo o '� o PER PLAN. SLOPE PER I GRADE LINE--- ARCH l L 12" MIN 1 1/2" (2) LAYERS OF ...... 4 I CLR ,• BUILDING PAPER SPREAD FOOTING PER 3" CLR - (2) #4 TOP AND PLAN WHERE OCCURS BOTT, CONT THIS LINE 12' NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL 2 NO SCALESD2 NO SCALE SD2 PERWT ff — 13UTiECOUNTY [JEVCLOPMENT SERVICES REVIEWED 0RCODE COMPLIANCE DATE — WALL WALL FRAMING PER PLAN WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 PT DF SILL AND WHERE OCCURS / AB PER 3 SD1 / - SHEAR PER PLAN 1/2 ISOLATION JOINT WHERE OCCURS CONCRETE " CONCRETE SLAB -ON -GRADE SLAB -ON -GRADE EN EN .PER PLAN. SLOPE PER PER PLAN /Z ROUGHEN SURFACE ARCH / 1/4" AMPLITUDE 8" MIN 6" MIN li ¢ // ELEV. PER ARCH ' II 1 1/2" " SLOPE GRADE (I II #4 SLAB TIES CLR MIN, 8 MIN AWAY FROM FNDN AT 4'-0" OC TYP SLOPE FINISHED " O __.GRADE AWAY 0 0 #4 AT 24 OC VERT, #4 " _ _ ..__ I. T .. _ FROM FOUNDATION i Ti a I 1... " I o AT 18 OC HORIZ, WHERE #4 AT 24 OC VERT, #4 I= _ AT 18" OC HORIZ WHERE STEM WALL HEIGHT > 1'-6" � "MIN I STEM WALL HEIGHT > V-6" "12" MIN #4 CONT TOP AND BOTT 12" MIN 8 #4 CONT TOP AND BOTT 3" CLR, TYP SPREAD FOOTING PER 3" CLR, TYP -'12" � ;'SPREAD FOOTING.:PER PLAN WHERE OCCURS PLAN -WHERE OCCURS a TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE SD2 NO SCALE SD2 oQ�OFESS/041 QD L�j No. 75688' * E 6/ 0/18 C1V1�, 9TFOF CAO 3/30/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS i 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Q 00 ^ Ol 1"I-0 W o QN 0 LU Z LSC z CL Q LUQ N U LLJ oc U O DW = Z 1 LU L1J r) Q N LU -� U QD W U U J REVISIONS: DATE: 3/30/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-155 SHEET: SD2 m