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HomeMy WebLinkAboutB17-0175 000-000-000W -O" 3'-4" 2'-4' 2'-4" V-4" 3'-O' 1'-b' 20'-b" 2'-0 $--b- 1 -O 1 --b 5--5 5--9- 5--9 4`9 4-0- 4 -2 � S s d J q 18" VENT 15' VENT O��J N`' 4• SSr@UO r* +T d 266o5H 406OFX 26605H N 501 4FX (d0 L-4.5' 4• GAS FIREPLACE 5 1/2* I } SEE NOTES: ^, Q 4, FIREPLACES. (p TYPICAL DIMENSION 1 $' VENTS SSydt� TYP. ALL �Q��ryQ r dSTB G�T51DE5 �gJ�ry V' Q r -S CONFIRM ,� Ory1� CONFIRM=IMENSIONS.- - L'InN RANITE+S6" p p ❑ @ SIDES 0 Q- R @ tp (� SEE NOI TES, R/ @ r •r 1 - - - - - - - - - OP t SPLASH O b I I RAISE CEILING 12" I �/LANDIN65. �i1l"B XTRORDINAIR 30• FT°ER BATH36605" I MODEL TILE 21TRV 65OT 5:36 �/��IrTOP VENT II RO M. ~ G, 0 be� Bos �'FRFE/oF////, _Z ��ffi1 II I) IL PLATE PLATE in '� y <�� - ' rRo@ PORGN I OILET 5 OW R HEIGHT a ri �j 1r �• CONCRETE 5LABFLOOR ONE LITE GUEST BEDROOM I 0 HEIGHT .1 HDU2 4' .S• tY� OSAPETY `fl s N GOYERED PORCH ry R O 'STUCGO.WALLS d CEILING I I CARPET -FLOOR I OF •� 3' SS tiQ tS�,O SSTB20 L-3.0' I I ry ry SEE NOTES LANDIN65. •Y N = ltd O DOOR SEE NOTES: BEDROOM. I TIL LOOR rt01 O G L-3.0' a1 c O CONCRETE_SLAB FLOOR -1 qL-3.5' c _ PLATE @ N N O@ 4. 4 1 $" VENT I 1 8" VENT 1p c O N I m L s �0 s` r, 4• ST �, 1 STUCCO WALLS d CEILING ('/ @ 4, = N N N 4. N BATHRoo HE O UD SEE NOTES, LANDINGS. ^. C y1 2620FX 4020FX 26 OFX O O I I v N - J N VVV � Ne g HDU �@ 26405H 4040FX 26 05H I I3080 Spe NqU SO� ST@ O I I SHOES 9'-2' 2'-1' I G� 0 O 4J0ryJryryQ I R)^>MLcR TYP. 50 1 b �� 40 L-2-15' ------------ Ww n I 1 vj� wj LANDIN65: >_171 i SEE NOTES, N I I I J wLANDINGS. I VJqLNE LITE J 9AZO q !. w 4'-8" W Q !� O D p) 6j 0 ONE LITE j !q J ry SAFETYGLASS I M gJ�ry 4 ~ 18" VENT I SAFETY DINING II I I a W.I. CLOSET PLATE GLASS dJ O I I aooR 2� L-5.25' a 18" VENT SAFETY GLA55 TILE FLOOR :o 6. WA,,. • CARPET�LOOR �' _ _ " Rl II I) 4' N DOOR 1 SEE NOTES, 3026FX 6026FX 3026FX a - ry 1 O' HEIGHT , KITCHEN t DINING. 30$0 �j® O = �- - , 30605" bObOFX 30605" 080 I\/�IyI/\/j PLATE 1 4, I I II I N', 1 N 2 SHELVE5 HEIGHT �a° %0 ( MI►.STER BEDROOM I - ONE LITE 24- I RAISE GEILIN6 12' I) 5T0 AGE 1 2 POLES (7) PLATE (0 I I O SAFETY - - - - - - - GRANITE •36' HEIGHT o gb CARPET FLOOR 4"xb" CONT. TO 6LA55 - 14 ; __ _ - - TOP t SPLASH II SEE NOTES: BEDROOM. II UPPER HEADER DOOR a I w - TYPICAL DIMENSION 2865 o ---- - --`- ---- I I W/ BG TOP HALL O BATH _ JryryQ 4. m 1A TILE FLOOR < N q ff I ( I /o SEE NOTES: �fq - I I L-8 0' 4• I ( < O 1 TILE m L-4.0' Q , t �• 1 v FLOOR N BATHROOM. w 0 ? T O ARCHED OPENING 12'-1O" (II I 1'i@ x4" 6•Xlb PLATE HEIGHTS < aU to UOQ 0 TILE SRRUND.12' SCALE: 1/16' 1'-O' Island Venting shall comply with wM t SAFETY &LASS ENCLOSURE k nHS BS y T@� (?/•o __ - - - - 2013 California Plumbing Code 2 i II I) 6"x6' Section 909.1 -Special Venting for <, 28$0 •'AALL W 2 SHELVES >N 30' II Island Fixtures 1 2 POLES � O RALSEGEILIN612' w GREAT ROOM M - - - - _ - - 4L m CARPET FLOOR e a i < SEE NOTES: FLOOR z K GRANITE •36' Et ICAL DIMENSION • S. COVERING. W < TOP! SPLASH 4X6•i1 O 0 p BI -PASS DOORS i Attic access shall comply with 2013 CRC o F o ��4'-NDU2 O 2880 < i < e 4'-b' 5'-4" 2ygS6� 8 B • Section R806 u W oo so•NICH Minimum dimensions of 22"x30" with unobstructed NOTE: < _ 4 clearance from floor to 30" above bottom of ceiling BOTTOM OF �0 N BEAM ELEVATION M Q MA5 TH Framing members in readily accessible location � =QGQ O - 9'-8" MIN. in �p IILLJ I pof I SJLE_FL R 36A5 FIREPLACE I BEDROOM#4 m SEE NOT 5: BATHROOM. SEE NOTES: KITCHEN CARPET FLOOR �D 0 0 � ° SEE NOTES: BEDROOM. WW 2880 FIREPLACES. _ATTIC. PASSAGEWAY: Wx F CONFIRM DIMENSIONS. SEE NOTES: ATTIC. SIZE FLOOR IL 'T SEE NOTES, _ 7 < ai T �;_ _ _ _ 2 b• 2•_ KITCHEN t DINING. 1 -1'_0• 1 4.'-0' N l0 N y7�I6RANITE.Bb• V TOP t SPLASH �� GRANITE •36• Q - G : F.P. XTRORDINAIR TOP t SPLASH In d� O �6EE MppTTyE HEATIfi��� H16H OUTPUT /yGOdLIk6 FO ,.ED C. N E -MODEL 864 TRV 65 ATTIC A1_,'ESS i 2'X4' FLAT STUD WALL L- Remove Vegetation and debris from Under 1" TOP VENT j / / 4 L. j yp and away from structure. Maintain :+ T < 5'-1 °• 4'-4" 4• 4'-Q' I / / (CONFIRM SIZE W/OWNER) r�l ' 60•x3o•% �� �� �'� e !WORK: @� clearance for a fire safe environment �p O HALL ABOVE Pe PREVENT PPER• d7'. , PPER' O KEEP CALIFORNIA GREEN TILE ALTERNATIVE U7 .11 FLOOR + A 1 0090 'P /jibCWr / 3080 PREVENT WILDFIRES IN BUTTE COUNTY ELECT. SERVICE: 6 WALL 6 WALL 4• L-6.0' SEE NOTES, UTILITIES. 4 ELECTRICAL NOTES: N a 0 TOIL T " wAt.L "WALL SERVICE PANELS. '11 G I N R M JN�YO A O Z ARCHED OPENING W ¢55: EE O J ry Nb ry %�T�T714� O HALTILE LooR L NDRY '` a a 4 mQ �1 LANDINGS: O �'- ILE ��A O 1u O //�c s�/ to W m L-13.0' 2 C 5 OW R - h 1 x ti O 0 b Ip • L/L' ry ry T E FL -00 W DouBLE 6mK v1 LANDIN65. .•�'. FLOOR U) � "I I d m EE NOTES: ; E N y vy SEE NOTES, N 2 b O 2'-0" 3'-4' 10 `p w N Q J III PANTK LAUNDRY. K O a ° m x ENTRY tu W TILE -FLOOR Z ---- F< �0 1/2 LITE 1 u TILE FLOOR V x _ a N K N Nx > SRANITE ICjp>`"'? j- SAFETY 0 HIS S I 2 $80 < N a N y GLASS GONIA STOOP: W ii TOP t SPLASH N 1r ry LINEN 6• WALL "IU _ E _ DOOR 1`71 MIN. 36' IN d - r uNDR DIRECTION OF 5HOWER.GO_MPARTMENT-5 SEE NOTES, BATHROOMS. SHOWER VALVE NOTE: SEE NOTES. BATHROOM. TOILET: SEE NOTES, BATHROOM. EXHAUST DUCTS: SEE NOTES, BATHROOM. L-10.0' b ARCH E 1 30"X42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A6AIN5T HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPEC5, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAP11N6 BY: I[A (690) 69 1-0586 1 9 ..YGAMOR! VALLEY ROAD GHKo, G•LmoR*uA 95 9 � 3 LYNN5MITH5 20ATT.NFIT ENERGY GALLS BY: ``, * 6.OLDEN SUN - r" -_DESIGNS MAX '' TN RAMIREZ Ow t � { 1 vFZ06+rSSi�N �VNo. 75688 s clvi\, T9JFOF CW11E �C\P 8/9/2011 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. t, J q L_ r i2 (5) 1 6'd sr@< bog "W ° ,•.ter" r SINK TRAVEL Z 5H WE COMPARTMENTS: I TOLE? SHELVES N I GO• ELECT r (5)1b'd N i •• O SE NOTES, BATHROOMS. ,-b• , 4" &•WALL 6' WALL N �� SHELVES '" UPPER L 94- 5HONER, VALVE NOTE: 00. Ef •'WALI 3080 - HVAGCOND.UNIT: uy Q -�- C IJ SEE NOTES HEATING 4 W 0 SEE NOTES, BATHROOM. _ BATH OTILE-FLOO S e� a 2880 Comply with California Civil Code I� s COOLING. . ` Q Z TOI ET:� SEE NOTES: `.MRIR-4.QLOWERS TVD ',Y I' - b"X b" Section 1101.1. Installation of water- 2J SEE ELEGTRIGAL_NOIES, SE NO. 5, BATHROOM. ;,� W BATHROOM. N I HVAC GONDENSINb UNIT. y� z O V M EX AUS _DUCTS: r, OF &RANITE_ b' 1 tll l0 conserving plumbing fixtures. See V LLI ZI u" W j SE NO. 5, BATHROOM. W Nh �' TOP t SPLASHb W attachment for requirements Q +�, �i V hm �JW JC'S WOL N �p0ryo >o W.I. CLOSET Nn ��- TO LET N 1450FX 3680 1480FX 3'-10" 2' b' b' -b" 4'-4' 6'-1' 1 b'-3' 4 jjt bg� i L CARPET -FLOOR ry • ��iif 2N 0 SAFETY GLASS wJU UI ry 6' WALL x ry • TOILET: GOYERED PORCH 5 TYP. 1 .r� 1v L-8.0' 4• 4"X4" SEE_N-OSE ,B THR OM. O V, I- • 5HOWER_COMPARTMENT_S: O SD1 N SEE NOTES, BATHROOMS. I EXHAUST DU T5: CONCRETE -SLAB FLOOR jq I 10 O 11 t w Q/ W SEE NOTE , B THROO STUCCO WALLS t CEILING I `V L SEE NOTES, LANDINGS. - O Z r IY In SHOWER VALVE NOTA: I L 111 SEE NOTES, BATHROOM. � Q' A � _ � yD � � O 1 1'-2" 2'-0• 2'_10 qmJ�� P��` 6•x6" THREE GAR GARAGE I - - - - - W - - - - SSTe SHELF d POLE G CONCRETE SLAB FLOOR e A� ARCHED OPENING P SHEETROCK WALL5 d GL6. W �I ^W/ SEE NOTES, GARAGE. r a _1 I M E Q IY I I � I ' 4• L-bA 5D 1 TYP. �� W� � 15 16 1 GFX BEDROOM #5 FFIG COMPLY WI fH CALIFORAf ELECTRICALCL 5D 1 <, ,rI ry 10100 CODE -ARTICLE 210.12 Requirements For Arc- I I ° I 1 HpU� IoI W L-3.5' q CARPET FLOOR (3) 16"50 OPENINC75 ABOVE h� '= U) SEE NOTES: BEDROOM. N fault interrupter on all 120 volt 15 & 20 ampere I < I 3,,1816 < N y a SEE EXTERIOR ELEVATIONS , branch circuits supplying outlets in dwelling unit < �dl O 0 6'X6" I � � ~ I] ILI w That are not required to be GF1C Protected LL - b SST@ O n x I Iv x b N 0 ° LANDINGS: Art210.8 �j�..� H ELECT. SERVICE: !- 0 I V Q < -Z O T W SEE NOTES, �� �) w SOLAR READY 300 •• H •• N ry LANDINGS. tr -� m S m L-' U ry• � r I I W AMP SERVICE. W W DSEE NOTES, UT L-4.0' 4• ( IY1 b L -1 A' p p w _- __ I I I 4ELECTRICAL INOTE5: iiD D SERVICE PANELS. W BALLOON I v p 0 I g I I I FRAME THIS WALL 1 1020FX c I / HIS SEE NOTES, f 4 JryryQ 2d65056 2650FX 26505ry ry I"BSANG L-150 I�-pRdS S PLUMBI+b. Q \ -4. L-4.0' ARCHED OPENING , i, See attached- Minimum erosion control and sediment controls for projects disturbing less than one acre BUTTE COUNTY MAR 0 9 2017 nEVEI.oPM.ENP SERVICES i-�c lnr� IL W -b" =In o ° X10 4 �y /MnrFR I V ° �v��n 4• s�o g. S�o r Complete construction Post Debris Recovery L-2.5' m d , b CONCRETE final report and V.O.C. documentation and I I N tV WAL rtAYV PROVIDE KEYLESS submit to Building Division prior to final I b ENTRY TOUGH PAD D huilhino inennP.tinn I I I � Ip p ° , [MIn ,�H.O. II TOP � III WINDOW LABELS F6 FIXED 6LA55 24'-0" p ° - - -- ----- --------- 2 p 3SN O.H. p p o DH DOUBLE HUNG SG SINGLE CASEMENT DG DOUBLE CASEMENT TG TRIPLE CASEMENT L5 LEFT SLIDING- RS RIGHT SLIDING- T5 TRIPLE SLIDING•• AW SINGLE AWNING FA DOUBLE AWNING TA TRIPLE AWNING HO HOPPER FH DOUBLE HOPPER TH TRIPLE HOPPER LV LOUVERED PT PASS THRU - NO GLASS ••NOTE WINDOW5 ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. EMAILADDRE55: D I HB p ° _ I ° D ARCHED OPENING' ° V TE ° N j AY G DRVEWE kyLuV _ ->• D SN O.H. Q TRB AND ASSOCIATES 00 < LU F- U p - p ° ° pp D ° p `-2..5'7 BGl� U,7 4N L ° v p p p D p D° p v p IL 0. W U7 ° RECEIVED TH15 PLAIN TO COMPLY WITH THE FOLLOWING_FLOOR p PLAN STRUCTURAL NO_IE5_ p p V,° ° D DqT ° p • 2016 CALIFORNIA RESIDENTIAL CODE (GRG), D _ 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL 5'-2' L 2'-10' 4 '-B" 4'-$' 2'-6' 9'pb" p 9'-b" 2'-6' 2'-b" 5,pb• _b• p2'-6" 3461 SgFt • ° 201 6 CALIFORNIA PLUMBING CODE (GPO), J % 0. [MIn ,�H.O. II TOP � III NOTE: HOLD TOP OF WINDOWS AT 8'-0". UNLE55 NOTED OTHERWISE WINDOW LABELS F6 FIXED 6LA55 24'-0" p ° SH SINGLE HUNG DH DOUBLE HUNG SG SINGLE CASEMENT DG DOUBLE CASEMENT TG TRIPLE CASEMENT L5 LEFT SLIDING- RS RIGHT SLIDING- T5 TRIPLE SLIDING•• AW SINGLE AWNING FA DOUBLE AWNING TA TRIPLE AWNING HO HOPPER FH DOUBLE HOPPER TH TRIPLE HOPPER LV LOUVERED PT PASS THRU - NO GLASS ••NOTE WINDOW5 ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. NOTE: HOLD TOP OF WINDOWS AT 8'-0". UNLE55 NOTED OTHERWISE LOCATED ON SHEET,7. p V 1 UP TO 14'-0" LENGTH (USE AS CLIP AT TOP 0 2016 CALIFORNIA F-Nr:P.6y CIOVE2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE AND BOTT. PLATES). 2X6 DF STUD AT 1 b" O.G. • 201 6 CALIFORNIA GREEN 5UILDIN65 STANDARDS CODE p pD REQUIRED FOP, THIS RESIDENCE (ANI13 GARAGE) AS UP TO 1 V-0" LENGTH. (COMMONLY GALLED "GALGREEM) PERVSEGTION R3 15.5 OR NFPA 15D. DESIGN BY p D OTHERS. SEPARATE PE'2MIT WILL°BE REQUIRED. ° INTERIOR WALLS: 2X4 OF STUD AT 1 6" O.G. OU OCCUPANCY GRP: p 8.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT ° • OCCUPANCY 15 R3/U V REPORT TO THE BUILDING DEPARTMENT PRIOR TO 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL GONSTRUGTION TYPE: p p FINAL IN;SPE4TION. C&BC 4.408 ELEVATION AND TYPICAL WENING ALL OPSCHEDULE. • 4.) SUBMIT RESIDENTIAL MANDATORY MEASURES 4,) ANY D15GREPANGIE5 BETWEEN FRAMING SHOWN AND CONSTRUCTION TYPE 15 VB D QHECKLIST TO THE BUILDING DEPARTMENT. GGBG ° FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 5.) PLATE HEIGHT TO 1559' UNLE55 NOTED OTHE17WISE. ° FIRE SPRINKL-ERS- p TO THE ENGINEER OF RECORD. 6.) TYPICAL WALL FRAMING, UNLE55 NOTEeOTHERWI5E: D • REQUIRED, PLAN BY OTHERS. p EXTERIOR WALL5: 2"x&" DF STUDS 0 16" G/G 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE p ° TREATED WITH TREATMENT PROCESS AND D INTERIOR WJt<LLS: 2"x4°DF STUDS ® t 6" G/� D p p p APPLICATION APPROPRIATE FOR EXPOSURE �j�� ° p ACCORDING TO MFR'S WRITTEN GUIDELINES. PERMIT# _[e 73 L� n '- ° p D p p D 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR °. p COMPLIANCE WITH 20 1 6 GBG FASTENING SCHEDULE, P D ° TABLE 2304.9.1, UNLESS NOTED OTHERWISE. CODE ®� /g �LI/1C p 7, 7 p V p 11f1 A v ° p ° o g DATE -% F2 i BY ° v 1 D p D D p ° p - RCL;fv- C©1r'". LIG rE D p D p p COVERED PATIO: 8 1 SgFt FRONT 4015gFt REAR 482 5gFt TOTAL DATE: 3/9/2011 SCALE: SHOWN t �� I 8 ORY SHEET q•_,1• ° ° 24'-0" p ° D ° ° 6'-0" p 3'-b' 1 3'-8• O COPYRIGHT 2011 MAK 1 3 2011 = o SUMMIT STRUCTURAL DESIGN - STRUG URAL NGIN R -t 363 RIO UNDO AVENUE »200, GHIGO, GA 95926 �' '"`�" (530) 592-440'1 WORK EMAIL ADDRE55: Rylando5ummltGhlco.com G:\Users\Lynn\Documents\Chief X9 PIenS\SGhuster -Genoa Plen\Genoa Plan.layout OWNER: STEVE SCHUSTER -5HUSTER HOMES, INC. (5301 694-0894 OFFICE (530) 510-6400 CELL EMAIL APDRE55: 5a6hIDogemsmxom 2 D 2 DI I EMAILADDRE55: kyLuV _ ->• D SN O.H. p 9 V -b' ° v ° 5N p ° TRB AND ASSOCIATES 00 < LU F- U p - p ° ° pp D ° v p p p D p D° p v p IL 0. W TH15 PLAIN TO COMPLY WITH THE FOLLOWING_FLOOR p PLAN STRUCTURAL NO_IE5_ • 2016 CALIFORNIA RESIDENTIAL CODE (GRG), D °° 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL LIVABLE: • 2016 CALIFORNIA MECHANICAL CODE (CMG),p 5CALE: 1/4"- 1'-0" SHEETS 5D 1-502 FOR ADDITIONAL INFORMATION. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 3461 SgFt • ° 201 6 CALIFORNIA PLUMBING CODE (GPO), p 2 .) • 201 6 CALIFORNIA ELECTRICAL CODE (CEG), • 20 1 6 CALIFORNIA FIRE CODE (GFG) p FLO'ORPLAN -NOTES: D D 1.) NOTE:,A:LL NOTES ON �1­1I5 PLA"EFER TO THE NOTES, p EXTERIOR WALL: 2X6 DF STUD AT 1 2" O.G. GARAGE: 1033 SgFt LOCATED ON SHEET,7. p V 1 UP TO 14'-0" LENGTH (USE AS CLIP AT TOP 0 2016 CALIFORNIA F-Nr:P.6y CIOVE2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE AND BOTT. PLATES). 2X6 DF STUD AT 1 b" O.G. • 201 6 CALIFORNIA GREEN 5UILDIN65 STANDARDS CODE p pD REQUIRED FOP, THIS RESIDENCE (ANI13 GARAGE) AS UP TO 1 V-0" LENGTH. (COMMONLY GALLED "GALGREEM) PERVSEGTION R3 15.5 OR NFPA 15D. DESIGN BY p D OTHERS. SEPARATE PE'2MIT WILL°BE REQUIRED. ° INTERIOR WALLS: 2X4 OF STUD AT 1 6" O.G. OU OCCUPANCY GRP: p 8.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT ° • OCCUPANCY 15 R3/U V REPORT TO THE BUILDING DEPARTMENT PRIOR TO 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL GONSTRUGTION TYPE: p p FINAL IN;SPE4TION. C&BC 4.408 ELEVATION AND TYPICAL WENING ALL OPSCHEDULE. • 4.) SUBMIT RESIDENTIAL MANDATORY MEASURES 4,) ANY D15GREPANGIE5 BETWEEN FRAMING SHOWN AND CONSTRUCTION TYPE 15 VB D QHECKLIST TO THE BUILDING DEPARTMENT. GGBG ° FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 5.) PLATE HEIGHT TO 1559' UNLE55 NOTED OTHE17WISE. ° FIRE SPRINKL-ERS- p TO THE ENGINEER OF RECORD. 6.) TYPICAL WALL FRAMING, UNLE55 NOTEeOTHERWI5E: D • REQUIRED, PLAN BY OTHERS. p EXTERIOR WALL5: 2"x&" DF STUDS 0 16" G/G 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE p ° TREATED WITH TREATMENT PROCESS AND D INTERIOR WJt<LLS: 2"x4°DF STUDS ® t 6" G/� D p p p APPLICATION APPROPRIATE FOR EXPOSURE �j�� ° p ACCORDING TO MFR'S WRITTEN GUIDELINES. PERMIT# _[e 73 L� n '- ° p D p p D 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR °. p COMPLIANCE WITH 20 1 6 GBG FASTENING SCHEDULE, P D ° TABLE 2304.9.1, UNLESS NOTED OTHERWISE. CODE ®� /g �LI/1C p 7, 7 p V p 11f1 A v ° p ° o g DATE -% F2 i BY ° v 1 D p D D p ° p - RCL;fv- C©1r'". LIG rE D p D p p COVERED PATIO: 8 1 SgFt FRONT 4015gFt REAR 482 5gFt TOTAL DATE: 3/9/2011 SCALE: SHOWN t �� I 8 ORY SHEET O COPYRIGHT 2011 STEVE 5GHUSTER 5HUSTER HOMES, INC. (S 50) 894-0694 OFFICE (530) 570-6400 CELL �� MAX RAMIREZ - &OLDEN SUN DESIGN - ENERGY GALLS Z� 22169 5AM50N AVENUE, CORNING, CALIFORNIA 9602 1 j4� PHONE: (530) 321-1242 CELL I1•\ Maxer BdM•maxom SUMMIT STRUCTURAL DESIGN - STRUG URAL NGIN R -t 363 RIO UNDO AVENUE »200, GHIGO, GA 95926 �' '"`�" (530) 592-440'1 WORK EMAIL ADDRE55: Rylando5ummltGhlco.com G:\Users\Lynn\Documents\Chief X9 PIenS\SGhuster -Genoa Plen\Genoa Plan.layout OWNER: STEVE SCHUSTER -5HUSTER HOMES, INC. (5301 694-0894 OFFICE (530) 510-6400 CELL EMAIL APDRE55: 5a6hIDogemsmxom ` / COP ��1� 1y� Irlll It LYNN SMITH -DRAFTING 199 SYCAMORE VALLEY ROAD, CHIGO,GA 959'13 (530)891-0585 WORK EMAIL ADDRESS: SashivogomeNGorn EMAILADDRE55: _ ->• .:XP' d w / F .r+: � .� .� � u ri'• ' � „ar "i IFI' 47, iii ` � �-4 ► -I �'I�Ir , ^L� ",;. �''' am • CONCRETE--JNTERIOR MOISTURE CONTROL: ANCHOR BOLTS: FOR INTERIOR MOISTURE CONTROL, A 6 -MIL PROVIDE ANCHOR BOLTS (1 /2"X 1 O" AT 1 POUR d POLYETHYLENE VAPOR RETARDER WITH JOINTS 1/2"X 12" AT 2 POUR SYSTEMS) AT 6'ale, MAXIMUM AND LAPPED NOT LESS THAN 6 INCHES BETWEEN THE 5A5E WITHIN 1 2" OF ALL JOINTS. PROVIDE 3"x3"x0.229" 5TEEL SCALE: 1/4"- 1'-O" COURSE OR 5UB &RADE AND THE CONCRETE FLOOR PLATE WASHERS AT EACH BOLT. SLAB PER CRC SECTION R506.2.3 (DWELLING AND FOUNDATION PLAN ETRUGTG�I RAL_NOZES: 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: GARAGE SLABS.) AND A'CAPILLARY BREAK'. ANCHOR BOLT NOTE:_ 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL IN LOCATIONS WHERE HOLD DOWN ANCHOR BOLT (SSTB) SHEETS SO 1-502 FOR ADDITIONAL INFORMATION. EXTERIOR WALL: 2X6 OF STUD AT 1 2" O.G. CAL&REEN SECTION 4.505.2.1. CAPILLARY BREAK: DOES NOT ENGAGE HOLD DOWN, PROVIDE THREADED 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER UP TO 1 4'-O" LENGTH (USE A54 CLIP AT TOP A CAPILLARY BREAK SHALL BE INSTALLED IN ROD OF SAME DIAMETER A5 SSTB WITH GN COUPLER NUT. SHEAR WALL SCHEDULE AND TYPICAL DETAILS. AND BOTT PLATES). 2X6 OF STUD AT 16* O.G. COMPLIANCE WITH AT LEAST ONE of THE FOLLowIN&: 1) A 4-ITHICK BASE OF 1 /2 INCH OR LARGER REBAR_® STEM WALLS: 3.) RECOMMENDED MINIMUM SLAB SECTION: UP TO 1 1'-O" LENGTH. GLEAN AGGREGATE SHALL BE PROVIDED WITH A FOUNDATIONS WITH STEM WALLS SHALL BE PROVIDED INTERIOR WALLS: 2X4 OF STUD AT 16" O.G. VAPOR BARRIER I N DIRECT CONTACT WITH WITH A MINIMUM OF ONE #4 BAR AT THE TOP OF THE WALL A- 4" CONCRETE SLAB WITH #3 AT 15" O.G. CONCRETE AND CONCRETE MIX DESIGN, WHICH AND ONE #4 AT THE BOTTOM OF THE FOOTING. (SEG SECURELY LOCATED AT MID -DEPTH OF SLAB. 5.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL WILL ADDRESS BLEEDING, 5HRINKA6E, AND 1806.8.1, G.B.G.) B- WATERPROOF MEMBRANE IN COMPLIANCE WITH ELEVATION AND TYPICAL WALL OPENING SCHEDULE. CURLIN(5, 5HALL BE USED. FOR ADDITIONAL A5TM E 1 643 (DELETE AT EXTERIOR 6.) PLUMBING, SPRINKLER, AND MECHANICAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, 5LA55-0N-69OUND: 5LAB5)-SEE SOILS REPORT IF APPLICABLE. SUBCONTRACTORS SHALL COORDINATE ALL WALL AGI 302.2R-06. 2) OTHER EQUIVALENT METHODS APPROVED BY THE SLABS -ON -GROUND WITH TURNED DOWN FOOTINGS SHALL G- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT PENETRATIONS WITH FRAMING SUBCONTRACTOR. ENFORCING AGENCY. HAVE A MINIMUM OF ONE #4 BAR AT THE TOP AND IF APPLICABLE. 8J ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 3) A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN BOTTOM (SEG 1806.8.2, G.B.G.) D- PROPERLY PREPARED 51,156RADE-5EE SOILS FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT PROFESSIONAL. REPORT IF APPLICABLE. TO THE ENGINEER OF RECORD. E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE 10'-O" O.G. EA. WAY MAX. TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S NOTE: CURING OF 5LA55 SHALL FOLLOW GUIDELINES WRITTEN GUIDELINES. PROVIDED BY THE AMERICAN CONCRETE INSTITUTE 9.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN AND THE CALIFORNIA BUILDING GORE TO MINIMIZE COMPLIANCE WITH 201 6 GBG FASTENING SCHEDULE, SHRINKAGE CRACKING. TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. STEVE SCHUSTER SHUSTER HOMES, INC. (530) 894-0894 OFFICE (550) S10-6400 CELL EMAIL ADDRESS: Sa6hlDo9oM5N.c0m PER^Aff #51-7.=Ql7757� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLI SCE DATE_7 BY FOP, CODE CO"y-r_LI!'-.BICE HAIR t t '2"u'7 "PRD A�,I! ) P,S 30 U, I ARCH E 1 I 30"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOMEOWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRArTINb BY: !6501891-0565 5""V_" ROAD G"IGo, GAuroRNiA 969'15 LYNNSMITH9 20ATT.NET ENERGY GALGS BY: ' GOLDEN SUN 7'DESIGNS ' MAX , `` RAMIREZ Qa�FK. tSsio� ?\ Cr NO. 7r�6BHtr JJ C I V I C grF�FCALM `� 3/9/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL A 1 1111 A 11/1 I r1L LII VII�LLr\„J STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. t E- J 4N >94- z C} I V L Qz� z w LOU) W w Q C� w�J��z �<Lu � ®DN�< p2IQ�w ww�� o Lu Q Zi��Q lu OL to < q3 v IL 00LL VLIt Lu Lu w 4 M to W zx Qv JF dw z� q0 QK z lu Ox 0. ul LIVABLE: 3468 5gFt 6ARA6E: 1033 SgFt COVERED PATIO: 8 1 SgFt FRONT 401 5gFt REAR 462 SgFt TOTAL DATE: 3/9/201 8 5GALE: 5HOWN 1 STONY SHEET .2 O COPYRIGHT 201 7 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALGS SUMMIT STRUCTURAL DESIGN - 5TRUCTURAL ENGINEER G:\Users\Lynn\Documents\Chief X9 Plans\5chuster - Genoa Plan\Genoa Plan.layout LYNN SMITH - DRAFTING 221 H9 SAMSON AVENUE, GORNMG, CALIFORNIA 9602 1 1Y1 .a 383 RIO LINDO AVENUE #200, GHIGO, GA 95926 OWNER: STEVE 5GHU5TER - SHUSTER HOMES, INC. ��1P�M� 1 99 SYCAMORE VALLEY ROAD, ��� PHONE: (530) N AVE 2 E, CELL (530) 592-440-1 WORK (SSO) 894-0894 OFFICE (550) 5'10-6400 CELL 1111 CHICO, GA 95913 I1� 11 EMAIL ADDRE55: --1242 CELL LOM EMAIL ADDRESS: Rylande5ummltChico.com EMAIL ADDRE55: SashlDogeM5Ncom ,. (530)891-0585 WORK I I7 12* ROOF OVERHANG TYPICAL, U.N.O. 1 4' PLATE HE16HT A 6"x 1 O" DFx2 i'LATE HEIGHTS SCALE: 1 / 16" - 1'-O" ,2 COAT STUCCO: APPLIED OVER 2 LAYERS OF 6RADE D PAPER. STUCCO WEEP_SCREWS: INSTALL 2' ABOVE PAVED AREAS. INSTALL 4' ABOVE SOIL. 4' CONCRETE SLAB ROOF_ VENTILATION: SEE ROOF PLAN i ROOF VENTILATION GALGS. RAFTERS ®-24_G/G MISSION TILE_ROO_FIN6 OVER 150 FELT OVER 1/2" GDX OR OSB WITH bd'5 AT b", 12" G/G. PITCH b / 12 4' CONCRETE SLAB 12' ROOF OVERHANG TYPICAL, U.N.O. A 1 5' PLATE HEIGHT FA5CIA d 6UTTSR: CONNECT TO 2'X3' DONNSPOVT5 SCALE: 114" - 1'-0" ROOF PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-5D2 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 5/6' THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 40/20, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS 5TA66ERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.1 3 1' DIA X 2 1/2*) AT b" O.G. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.G. PROVIDE 116" GAP AT ALL PANEL ED6E5 U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL ED6ES. 3.) TYPICAL HEADER BELOW SHALL BE bXb DF -L 02 UNO. 4.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. ROOF FRAMING NOTE: "PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, AND RIMSE5 AT ALL BEARING WALLS AND BEAMS BELOW. GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (GBG 2306.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: RAFTER MAXIMUM SPANS: 1. 2Xb OF-Lx2 AT 24'0.G.: W -b' 2. 2X6 PF -L#2 AT 16'04— 12'-0" S. 2Xb DF -02 AT 12'0.0.: 15'-0" 4. 2X8 DF-Lx2 AT 24' O.G.: 1 3'-O' 5. 2X8 DF-Lx2 AT 16 O.G.: 1 5'-b" b. 2X 10 PF -L#2 AT 24" O.G.: MINIMUM BRACE SIZE - 2Xb MAXIMUM BRACE 5PACIN6 - 4'-O" O.G. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. FOUNDATION -DETAILS: FOUNDATION DETAILS: E- GEILIN& J015T MAXIMUM 5PAN5 AT 1 b' O.G.: LANIPIN69: SEE STRUCTURAL PA6E5 FOR DETAILS SEE STRUCTURAL PA6E5 FOR DETAILS 1. 2X4 OF -L#2: 8'-9" THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE 2. 2Xb DF-Lx2: 12'-10' THAN 9.15 INCHES BELOYI THE TOP OF THE THRESHOLD, / `' x ^ 3. 2X5PF-L#2: 1 V-3' (SOLID ELK MIDSPAN) PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR �� ( -� O &y �S SCREEN DOOR, DOES NOT SKN& OVER THE LANDING. v r ` rrr/// 4. 2X 10 DF-Lx2: 1 W 1 O" (SOLID BLK AT 5'-O" O.G.) 50ALE: 1/4"- V -O" 5. 2X 10 DF -Lx 1: 2 1'-3' (SOLID ELK AT 5'-0' O.G.) STEVE SCHUSTER SHUSTER HOMES, INC. (530) 694-0694 OFFICE (590) 5'10-6400 CELL EMAIL ADDRE55: 58914lD04OM514.40m 14 MAX RAMIREZ -601-DEN SUN DES16N - ENERGY GALG5 55 22169 SAMSON AVENUE, GORNIN6, CALIFORNIA 96021 � PHONE: (550) 521--1242 CELL IN EMAIL ADDRESS: MaxxGedMema.com TYPICAL HIP/VALLEY MAX SPAN BETWEEN SUPPORTS. 1. 2X8 OF-Lx2: 1O' -b" 2. 2X 10 DF -Lx 1: 151-0" 3. 1 3/4 X q 114 LVL: 15' -6 - SEE DETAILS 8/5D2 AND q/502 FOR TYPICAL HIP/VALLEY BRACES. 6- TYPICAL RIDGE 2X 10 DFx2 U.N.O. WITH 5'-0' MAX SPAN BETWEEN SUPPORTS. SEE DETAILS T/5D2 FOR TYPICAL RID6E BRACES. b.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO POST CONN'S WITH (2) 5T22 STRAPS MIN. AND A55 CLIPS, U.N.O. PER PLAN AND DETAILS. SEE DETAIL 3/5D2 FOR ADDITIONAL INFORMATION. FIT ADJACENT LE06ERS SNUG TO BEAMS, WHERE OCCURS, AND BLOCK POST AND BEAM IN PLACE WHERE REQUIRED. TJ ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. b.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN (SUIDELINES. q.) PROVIDE METAL HANSER5 PER 5/5D 1 A5 REQUIRED, UNLESS NOTED OTHERNISE. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, TABLE 2904.9.1. UNLESS NOTED OTHERWISE. �ummii � 989 RIO LINDO AVENUE •200, GHIGO, GA 95926 (590) 592-4401 WORK EMAIL ADDRESS: RylandxSummltGhico.com G:\Users\Lynn\Documents\Ghlef X9 Plans\5chuster - Genoa OWNER: STEVE SCHUSTER - SHUSTER HOMES, INC. (530) 694-0694 OFFICE (550)570 -6400r -ELL EMAIL ADDRE55: SashIV0gsM5NZ0m I ARCH E 1 I 30"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A6AIN5T HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEN AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTION5 BEFORE CONSTRUCTION BEGINS. DRAP"IN6 BY; {590) 6 q 1 -0585 1 9 YGAMORC '-l- LYNN AL.ROAD GHIGO, GALTORNiA 9 5 9 9 5 LYNN5MITH9 2 OATT.NET ENERGY CALC5 BY: '�, &OLDEN SUN "P—DESI&N5 , ``MAX RAMIREZ K. tr ! a 2 10. 7568am L JI C1v1 gTFo�cN_;teQ 9/9/201'1 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE EN6INEER'5 STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER 516NED BY THIS ENGINEER FOR EACH UNIQUE BUILD. w,. P' tr J� 4 N >z q- CIL} W . 1LwQ �i 4z� Z 0D lu ow u- W w N�QLu Q� OC � Lu 4 LU O w to Z oC �6 'j) LL w *iw m c' Lu OL ri 0 <oa LL LUww K� Lu J LIVABLE: 5467 SgFt GARAGE: 1055 SgFt COVERED PATIO: 61 SgFt FRONT 401 SgFt REAR 452 SgFt TOTAL DATE: PER"AfT# —017S—' 3/9/201'1 BUTTE COUNTY DEVELOPMENT SERVICES SCALE: REVIEWED FOR 5HO)NN CODE ®IV{PLI CE DATE � �_BY �{ lrll // T STORY FOR CODE Ccs> FLIP -NCE SHEET hfAR 21 2017 O COPYR16HT 201 9 LYNN SMITH - DRAFTING Lam- 'I I ss 1 99 SYCAMORE VALLEY ROAD, CHICO, GA 95 q 13 s. (590) Bq 1-0585 WORK rk *41"A-14 46:U&6mm__" 1 61C ft IL A 31 k-Ap i rzbT ���-s ray Pc��w�iss,�� -fo ;a�� T��E ��o'(ES SNuua Lrc.,a�iN p 10� "03 i�(Z�-t� �� f5�� � Ju LrN�rrrUt ��I 71fFES A Wi I D*� Eo Y.O. , � � C7 X E:{�. G2 QVIL �FOFCAl1f0��� J \ 10' 10' PLATE PLATE I HEIGHT HEIGHT I 13' I PLATE HEIGHT I I -- . 0 10' PLATE 10' HEIGHT ,-----____, PLATE HEIGHT 14' ---- PLATE -, HEIGHT - -- --- 0 0 FLATE HEIGHTS SCALE: 1/16'- 1'-O" ROOF PLY 1 1 /8" X 1 1 /8" ANGLE (2) 114"X 2" LONG 3/8' DIA. LAC, BOLTS INTO TOP RAFTERS THREADED ROOFING MEMBER - AT 24' G/C ROD TYPICAL. 45 deg 2,AT FORCED DISTANCE AT LAG SEISMIC BOLTS, TYP AIR L NIT RESTRAINTS (4) (LAG BOLT CAPACITY DIRECTIONS. - 82#/BOLT - THEREFORE OK.). 1 1/6;x 1 1/8" ANGLW/ NUTS I WASHER5. 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. S. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC, ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. NOTE: THE MAXIMUM WEIGHT OF THE F.A.U. t ACCE55ORIE5 MOUNTED TO TRUSSES 15 200 LBS. HVAC CONNECTION DETAIL SCALE: 1/2"- 1'-O" 1 4 ROOF VENTILATION: SEE ROOF PLAN i ROOF VENTILATION GALLS. t RAFTERS ® 24'_ 6/6 PURLIN BRACED TO BEAMS BEYOND 5/8" (SYP. BD. 1/2* GYP. BD. 2'x b' STUDS ® 16" G/G 2"X 4' STUDS ® 16" G/c 4982 SOFT OF ATTIC - 150 DIVIDED BY 150 55.21 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) b 1Ic`� X10 Ltgk ee� to/S0�- TYP. SD DOWNSPOV CONNECT TO YARD DRAIN RIDGE VENTS -1.66 SOFT - (7 9)LIN FT OR -4 RIDGE VENT (16.0 50 IN/LIN FT) - 0.125 5QFT/LIN FT BY LOMANCO OMNI SERIE5 OR EQ. vQ ROOF TOP VENTS � C( �` SOFT - (10) 7X32" O'HA61N FLAT TILE EYEBROW DORMER M5.75 SQ IN EACH) -0.66 61OFT J BY O'HAN MFC,, LLC OR EQ. 16.74 SOFT OF UPPER NFVA �( 151 1n" RECTANC,ULAR EAVE VENTS �/` 1016 1b.7b SOFT -(54)5 1 /2"x22 1 /2' EAVE VENT5 (71 5Q IN EACH) - 0.493 SOFT BY CONSTRUCTION METALS OR EQUAL b \� 16.76 SOFT OF LOWER NFVA 55.50 TOTAL SOFT OF VENTS (NFVA) nP M155ION_TILE ROOFING OVER 15# FELT OVER 1 /2" CDX PLYWOOD OR 055 WITH 8dS AT 6", 12" c/c PITCH 6 / 12 ROOF_BRAGING 2'X6' 0 48' c/c CONTINUOUS RID&£ VENT ATTIG.INSULATION A5 PER ENERGY GAL05 1 1 7/8" BCI 6500 1.8 AT 16- 6/6 ----------------------------- INSULATION VALUES: i R-49 ATTIC, INSULATION i RADIANT BARRIER SHEATHING i R-21 WALL INSULATION W/ R-6 RIGID I R-21 DEMISING WALL INSULATION LOW E, NON METALLIC WINDOWS: U -FACTOR ® 0.30 5HGC ® 0.23 COOL ROOF CREDIT TAKEN: SOLAR REFLECTANCE 0 0.21 THERMAL EMITTANGE 0 0.92 i WATER HEATER: ELECTRIC HEAT PUMP I EFF. FACTOR OF 3.1 2 MIN. I I HVAC: FAU HEATING W/ EFFICIENCY 9496 COOLING SEER 0 15.2 COOLING EER 0 12 R-8 DUCT INSULATION L----------------------------------------- J U 4 ECTION 8-4 SCALE: 114'- 1'-O" 5/8" GYP. BD. M5TA24 STRAP ^ LEGEND: SUMMIT 5TRUGTURAL DESIGN - 5TRUGTURAL ENGINES? s"::e 's? 503 RID LINDO AVENUE 0200, CHIGO, CA 95926 (530) 592-4407 WORK RIDGEI-EL"IGTH - I �� 1�y� 1 99 SYCAMORE VALLEY ROAD, it �II11 CHIGO, GA 95973 BRACE 1. 2X8 DF -1-02: 10'-b' 2"Xb"®48" _ PURLIN AND RIDGES AT ALL BEARING WALLS AND BEAMS BELOW. 2"Xb" 0 4'X_5RA!'-E ® YEKTIBRAGE 1 2' ROOF OVERHANG TYPICAL, U.N.O. 1 /2" GYP. BD. 2"x 6" STUDS 0 16' a/c. M5TA24_5TRAP M5TA24 STRAPc le l N_0000T E MAXIMUM I=P,00FPr4E-11&-HT PITCH 6/12 SCALE: 1/4"- 1'-O" 1) ROOF COVERING SHALL BE COMPOSITION ROOFIN(S. 2) ROOF PITCH SHALL BE 6:1 2, TYPICAL. 3) ROOF OVERHANG SHALL BE 1 2" AT OVERHANG I 12" AT GABLE ENDS, UNLE55 OTHERWISE NOTED. [APPLIFV OAT STUCCO; OVER 2 LAYERS RADE D PAPERGGOWEEP SCREEDS: LL 7ABOVE PAVED AREAS. 4'CONCRETE SLAB LL 4' ABOVE SOIL. GRAVEL FILL FOUNDArION_DETAILS: SEE STRUCTURAL PAGES FOR DETAILS STEVE 5GHUSTER SHUSTER HOMES, INC. (55 0) 894-0814 OFFICE (550) 570-6400 CELL EMAIL ADDRE55: 5a9hf00g0MSN.com ROOF -PLAN _STRUCTURAL_NOTES: 1 J SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1 -SO2 FOR ADDITIONAL INFORMATION. 2J TYPICAL ROOF 5HEATHING (UNO): 5/8" THICK, APA, TECO, OR PITTSBURGH RATED 5HEATHIN15, SPAN RATING 40/20, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORT5 AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.1 5 V VIA X 2 1/2') AT 6'0.r,. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12'04. PROVIDE 1 /8' GAP AT ALL PANEL E06ES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 5.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. 4J PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. '(A q6, 1 ti �na� 6 l� l2 -I 4 rev, to ISU23/Z2/7 K 3° 1 tiN WAD 7 PERMIT#1121 ` �!-J BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE QOMPLIANCE DATE-:?25BY DOWNSPOUT CONNECT TO YARD DRAIN F-7 lr,-- `IEt�!-F..0 FOR CODE COIMPLIANUCE NAR 2 1 2017 TRS AND AS'Sf?CIA T E -S, 5.) ROOF FRAMING NOTE: SUMMIT 5TRUGTURAL DESIGN - 5TRUGTURAL ENGINES? s"::e 's? 503 RID LINDO AVENUE 0200, CHIGO, CA 95926 (530) 592-4407 WORK F- TYPICAL HIP/VALLEY MAX SPAN BETWEEN SUPPORTS. - I �� 1�y� 1 99 SYCAMORE VALLEY ROAD, it �II11 CHIGO, GA 95973 PHONE: (550) 321-7242 CELL EMAIL ADDRESS: MaxaG8dMam8.c0m 1. 2X8 DF -1-02: 10'-b' "PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, .::. o.>. (530)8-11-0585 ORK _ _ _ W 2. 2X 10 DF -L# 1: 13'-0* AND RIDGES AT ALL BEARING WALLS AND BEAMS BELOW. 5. 1 5/4 X 9 1/4 LVL: 15--b- CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT SEE DETAILS 8/502 AND 9/502 FOR TYPICAL HIP/VALLEY TO THE CONVENTIONAL FRAMING REQUIREMENTS OF BRACES. THE CALIFORNIA BUILDING CODE (GBG 2305.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND 6- TYPICAL RIDGE 2X 10 DF#2 U.N.O. WITH 5'-O' MAX CONNECTIONS SHALL BE PROVIDED BY THE SPAN BETWEEN SUPPORTS. SEE DETAILS '1/502 CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING FOR TYPICAL RIDGE BRACES. ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. 6.) PROVIDE P05. ATTACHMENT OF ALL POST TO BEAM, THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: BEAM TO BEAM, BEAM TO P05T, AND POST TO POST COWS WITH (2) ST22 STRAPS MIN. AND ASS CLIPS, A- RAFTER MAXIMUM 5PAN5: U.N.O. PER PLAN AND DETAILS. SEE DETAIL 3/502 FOR 1. 2X6 DF -L#2 AT 24' O.G.: 9'-b' ADDITIONAL INFORMATION. FIT ADJACENT LEDGERS SNUG TO BEAMS, WHERE OCCURS, AND BLOCK POST 2. 2X6 DF -1-02 AT 1 6" O.G.: 12'-0" AND BEAM IN PLACE WHERE REQUIRED. S. 2X6 DF -L#2 AT 12' O.G.: 13'-0" 7,) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 4. 2X8 DF -L#2 AT 24' O.G.: 13'-O" FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 5. 2X8 DF -L#2 AT 1 6'0.r-.: 15'-6" TO THE ENGINEER OF RECORD. 6. 2X 10 DF -L#2 AT 24' O.G.: 16'-7' 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION B- MINIMUM BRACE SIZE - 2X6 APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. G- MAXIMUM BRACE SPACING - 4'-O" O.G. 9.) PROVIDE METAL HANGERS PER 8/90 1 AS REQUIRED, UNLESS NOTED OTHERWISE. D- PURLIN 51ZE SHALL MATCH THE SUPPORTED 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN RAFTER SIZE U.N.O. COMPLIANCE WITH 201 b GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. E- CEILING JOIST MAXIMUM SPANS AT 16* O.G.: 1. 2X4 DF -L#2: 8'-9' 2. 2X6 DF -L#2: 12'-10' 3. 2X8 OF -L#2: 16'-3' (SOLID BLK MIDSPAN) 4. 2X 10 DF -1-02: 1 9'-10" (SOLID BLK AT 6'-0.O.G.) 5. 2X 10 DF -L# 1: 2 1'-5" (SOLID BLK AT 6'-0' O.G.) ARCH E 1 30"X42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR 6UILDIN6 CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION SE61N5. DRAITM6 BY: (Sso) Da 1-oSDs 1 q YGAMORG VALLGY ROAD Gwico, Gwu'o-wA 95 9 T 3 LYNNSMITH9 2 mATT.NET ENERGY GALG5 BY: ?.OLDEN SUN '-i ffE �DE516N5 `a MAX RAMIREZ 7-7 �RO4 LSSIQ,v� OF BTU' �C 9/9/201 7 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED 9TR I1GTIJP- A L 5TAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. b M fly J� Q N >z w (L} J w (LwQ <z,nV M� W lu U W? Wa. Q w4lt()<� � L 2 ®Qllil�4 �wlw5(K Q0 LLLLI �a w � «& w 0L 6 0' <o� IL �LL ww w J NJ JQ !U V 0 OQ 4~� V J W = < z z In LL IL 43 0 �D>JW aK=aN LIVABLE: 346-1 SgFt GARAGE: 1033 SgFt COVERED PATIO: 6 1 SgFt FRONT 40_1 SgFt REAR 482 SgFt TOTAL DATE: 3/9/201 l 5r -ALE: 5HOWN � 140=§ 18TOR l SHEET d O COPYRIGHT 2011 MAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY GALLS 22 / 89 5AM50N AVENUE, CORNING, CALIFORNIA -16021 SUMMIT 5TRUGTURAL DESIGN - 5TRUGTURAL ENGINES? s"::e 's? 503 RID LINDO AVENUE 0200, CHIGO, CA 95926 (530) 592-4407 WORK C:\UserS\Lymn\VoauMent9\ChIef y y n\Documents\GhS S PIanS\Schuster - ben0e Plan\Genoa P an. a Ou OWNER: STEVE 5GHUSTER -SHUSTER HOMES, INC.. (530) 594-0594 OFFICE (5 3 01 5 7 0-6 400 CELL - I �� 1�y� 1 99 SYCAMORE VALLEY ROAD, it �II11 CHIGO, GA 95973 PHONE: (550) 321-7242 CELL EMAIL ADDRESS: MaxaG8dMam8.c0m y ummm �- ` EMAILADDRE55: RylandaSltChlco.co EMAIL ADDRESS: 5ashOoaMSNtom 9 .::. o.>. (530)8-11-0585 ORK _ _ _ W CONTINUOUS MISSION TILE R00FIN6: ROOF VENTILATION; RIDGE VENT OVER 1510 FELT OVER 1 /2" GDX SEE ROOF PLAN! ROOF PLYWOOD OR 0513 WITH SdS VENTILATION GALLS. AT 6", 12" G/C. - DORMER VENT PITCH 6 / 12 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VIEW �.�. � Lam., DORMER VENT �' " �'' '" '"" ''�� �'`��'`�' �`� ^ � � �'" `- �I`}',-- - "` '`% DORMER VENT CONTINUOUS RID6E VENT , CONTINUOUS , ,t - k, L W RIDGE VENT DORMER VENT r: -` ' _ .r. s__ �. }+ ...._ ,_... ,. .. a Jr•`-'.� , FASCIA d GUTTER: _ ,-a .-. .-.:..,:__.-.. ._. _ _....,.--. ^.'�.'-_-._„®..�:. ,. _-_ ..---.... __.._ ._-.-,_--. _-. t_' -`•c i-.... .-. '_.. u � .i'_ CONNECT TO �•xn,,• — ti - -_. .-..',. _-_ ^'. .._�` _..:� .--� , :�:.: _-_ ;.^. ..�,.., .--•, _-,.'. :.�. � - WNSP TS CONFIRM - ,i."',,.c'^ir _:. DO OU y CHRISTMAS LIGHTS: DOr1NSPOUT I I 0 6FG _ _ t IOV 6FC, SEE ELECTRICAL PLAN: DOWNSPOUT DOWNSPOUT CHRISTMAS LIGHTS. U6HT ubHT (�Ro ubHT � 402OL5 j MOTION LIGHT 264OStf' ©I MOTION LIbHT ELECT. 015CONNEGT: 1/2 LITE 305051 305051 I I 305051 SAFETY 2 GOAT STUCCO: ELECT. SERVICE: 5EE NOTES: HEATING ! APPLIED OVER 2 LAYERS n COOLING SEE ELECTRICAL . OF GRADE D PAPER. GLASS ELECT. NOTES: SERVICE n DOOR EXTERIOR LIGHTS: ® L� PANELS. D6GOvNEOT 2565 SEE ELECTRICAL NOTES: KEY PAD: LLJ” Ll EXTERIOR LIGHTS. FOR HVAC GOND- UNITGARAGE 1 �- -~�o DOOR OPENER. - -. NN ttOv bFG �. STONE VENEER: 11ov 6Fu °®A4P.. LANDINGS: t10® u ® SEE NOTES: SIDING. ® �mucumlmulw III���VVV ° SEE NOTES: LANDINGS. SEE NOSTUCLO groE(P SCREEDS: CONTINUOUS am°e�"000uo�iu.. FINISHED GRADE RIDGE VENT HVAC GOND. UNIT: ROOF VENTILATION: SEE NOTES: HEATING t DORMER VENT - SEE ROOF PLAN 1 ROOF COOLING.. RIGH 1T 50F. ELEVATIO'� --�-. " VENTILATION GALLS. MISSIONTILE. ROOFING: DORMER_VENT OVER 15 # FELT OVER 112"r -DX -'-aoRMER VENT �+ CONTINUOUS PLYWOOD OR OSB WITH 8d5 SCALE: 114"- 1'-O" _ - - AT 6", 1 2" c/c. RIDGE VENT PITCH 6 / 12 CONTINUOUS u u RIDGE VENT_ - - - . - "DORMER VENT DORMER VENT �: tl r • x� - � CONTINUOUS RJV(SE VENT u ' � CONTINUOUS CONTINUOUS N s H RIDGE VENT . {;-T `.-_ �• '-`-- ,i r,." a >, _ L 4 n_ N CONTINUOUS- ...,';^.� RU76E VENT 4 Y,. ..�. u.: .� s,. �°;:. ,�. k •_: - "" _--DORMeR VErrr'` -'''` - - - . - -FASCIA t GUTTER: �?: „1 ':+i DOWNSPOUTS. CONFIRM. ._,.: -s rr —,.ice.--`; h, -"..__.-_..:tea_..,. ae ,,,: u: s+: .;: r,; Lr ,• .4, ,�, i+. ,..: r,. r. ,.. >.� r,, _ ^��...�.. �u:^�„ F _ ki DOr1N5POUT DOWNSPOUT CHRISTMAS_LIGHT5: 1Iov6Fu --1_, - IIOV6Fu IIOV6Fu 5EE ELECTRICAL PLAN: - _ CHRISTMAS I-IGHT5: CHR15TMAS LIGHTS. _ DOWNSPOUT SEE ELEGTRIGALDOWNS►OUT 4040FX E020EPS CHRISTMAS L16HT5. MOTION LIGHT MOTION LkSHT 305051 305051 i 36605H -- • SAFETY &LASS 1 8" VENT 18' VENT ® 2 GOAT STUCCO: STONE VENEER: 18" VENT APPLIED OVER 2 LAYERS SEE NOTES: SIDING. OF GRADE D PAPER. 401 OLS ttOv bFG _ STUCCO WEEP SCREEDS; SEE NOTES: SIDING. --, DOWNSFOUT FINISHED GRADE FINISHED GRADE I I I I I I I CONTINUOUS LEFT -:SM.�ELEVATIO1�! RIDGE VENT SCALE: 114"- 1'-O" MISSION TILE ROOFING: ENTII_^ I : _ CONTINUOUS OVER 15# FELT OVER 112'r -VX 5EE ROOF PLAN i ROOF _ — ` _. RIDGE VENT CONTINUOUS PLYWOOD OR 055 WITH bd•5 VENTILATION GALLS. DORMER VENT I��� " _ DORMER VENT RIDGE VENT AT b", 12'c/r,. T _ PITCH b / 12 il 1 ry DORMER VENT r. DORMER NT - DORMER VENT. ,y DORMER VENT �-.-- - CONTINUOUS DORMER VENT ` a- -R11111,11! VENT , u - F, -- ,� CONTINUOUS RIDGE VENT - - CONTINUOUS .. W ,,r K FASCIA R _ — u DORMER VENT u ` _ hi CONNECT TO ux3TE -, .r DOWNSPOUTS CONFIRM _ CONTINUOUS ENT DORMER VENT _ >. ,� ,. +.:. �, .. -. .: ,<-. - - - - " --- 1 3' PLATE HEIGHT ... _ .... _ - RIDGE V FASCIA d GUTTER: ,. CONNECT TO 2"x3. - - _ - _. _ DOWNSPOUTS. CONFIRM. s. 4020FX GARAGE: 2620FX 1033 SgFt II II 2640511 ,, 8I VENT I FASCIA 4_OUTTER: 4040FX 26405H ,, eu CONNECT TO 2•x5• ERED COVERED DOWNSPOUT 5014FX ,� 1 O' PLATE HEIGHT PP VENT 4015gFt REAR MOTION LIbHT-� 70WN5POUT �n n I26605H 4060FX I26605H 2 GOAT OVER 2 LAYER APPLIED OVER 2 LAYERS u u OF GRADE D PAPER. lill i 1 8" VENT 1 8' VENT 1 1 OV 6FG STUCCO WEEP SCREEDS; SEE NOTES: SIDING. 2620FX s. 4020FX GARAGE: 2620FX 1033 SgFt II II 2640511 ,, 8I VENT I FASCIA 4_OUTTER: 4040FX 26405H ,, eu I 1101 G 5l G r 3080 111 1, REAR ELF-VATION SCALE: 114* - 1'-O" CHRISTMAS LIGHTS: SEE ELECTRICAL PLAN: CHRISTMAS LIGHTS. DORMER VENT LANDINGS: SEE NOTES: LANDINGS. CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT PorAN5POUT DORMER VENT ei n STUCGO_WEEP SCREEDS: SEE NOTES: SIDING. ,l 1 O' PLATE HEIGHT DOWNSPOUT DOWN STUCCO MOTIONL16HT OVER FOAM j TRIM 366051 3660SH 56605H 18"VENTS 1,00 ih UGGO tER IAM .IM CONTINUOUS RID6E VENT -\ 10•x 1 s' INDENTATIONS W/ STUCCO INTERIOR - SLOPE TO FRONT 111PUR LANDING5: SEE NOTES: LANDINGS. STEVE SCHUSTER SHUSTER HOMES, INC. (530) 894-0594 OFFICE (550) 590-6400 CELL EMAIL ADDRESS: Sa9hIV090MSN40m CONTINUOUS RIDGE VENT CONTINUOUS RID6E VENT DORMER VENT RIDGE VENT r�M'!!Irl>�rrl�trl�r�rlA�r�r�r�4i!lt�r CONTINUOUS MISSION -TILE ROOFING: RIDGE VENT OVER 15# FELT OVER 1 /2" GDX PLYWOOD OR 055 WITH Bd'S AT 6", 12" c/c. �,. DORMER VENT PITCH 6 / 12 LIGHT MMEMOMMMOME r—SAFFTYGLASSOMEMMMISM L16HT 32 Lu ffml avefflom ® m ® STREET ADDRESS: SEE NOTES: SITE ADDRESS O 1 1 1 1 1 1 1 1 1 1 1 1 I OVERHEADS�ARAGE DOOR: M Em SEE NOTM GARAGE ARCH E 1 30"x42" 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. ORAPnNb BY: MgH lq_yc..ORt,(550)891-0585 VALLEY ROAD GHIGO, GAL...RMA 95993 LYmmeMITN9 26ATT.NET ENERGY GALLS BY: i ` � GOLDEN SUN at 0 �DE51GN5 1 `` RAMIR92 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ^ATTACHED 71 nl-Ir VIS I I., PLAN 15 VALID ONLY WITH A LETTER SIGNED BY Ll"T THIS ENGINEER FOR EACH UNIQUE BUILD. a s � `12 J� Q N >z 10 zC W Q w Q li < z'n M� - W Z: W �IZII Ww V! Lu L w �� d)< LuV Ink)4 lu v DC fill i - W LL ���tu m � Lu 0' <o� IS) u- I LuW W J roman y' f PERMIT# 0('7 — D I Z� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR z CODE COMPLI CE DATE 1 BY Q KOOF_VENTILATION: Lu W SEE ROOF PLAN of ROOF J VENTILATION GALLS. W g ,rte OR COG�� GSIili I?`, ;�E Ill x MAP, 2 l 2ii7 u, CONTINUOUS �"v RU76E VENT 7F 3 �+ !r) ;�R�33I.- iES LIVABLE: 3461 SgFt �� s. GARAGE: 1033 SgFt FASCIA 4_OUTTER: CONNECT TO 2•x5• ERED COVERED DOWNSPOUTS, CONFIRM. PATIO: ,� 1 O' PLATE HEIGHT S 1 SgFt FRONT 4015gFt REAR 482 SgFt TOTAL 70WN5POUT DOWNSPOUT DATE: MOTION LIGHT LIGHT 3/9/20 ELECT SERVICE; SCALE: ELECT. SEE ELECTRICAL 2568 NOTES: SERVICE PANELS. SHOWN a 2 -COAT STUCCO: HVAC GOND, UNIT APPLIED OVER 2 LAYERS ^ +�,j O�/ERHEAD GARAGE DOOR:. of GRADE D PAPER SEE NOTES: GARAGE. °M _ _ ureu�ceac mmullp AY ' ms E..,r. rar. EXTERIOR LIGHTS: HVAG_GOND, UNIT: SEE ELECTRICAL NOTES: SEE NOTES: HEATING i ,< EXTERIOR LIGHTS. COOLING. SCALE: 114"- 1'-O" MAX RAMIREZ - 6OLDEN SUN DESIGN - ENERGY GALLS 22189 SAMSON AVENUE, CORNING, CALIFORNIA q6021 PHONE: (530) 52,-9242 CELL EMAIL ADDRESS: M8x6C8dM0m8.G0m DVMMI� �1 RU(i,URY,L Vc�,Vn - � rotil�:cr•�c 383 RIO LINDO AVENUE 0200, CHICO, GA 95926 (530) 592-4407 WORK EMAIL ADDRE55: RylandeSummltGhlao.rom G:\Users\Lynn\Documents\Ghlef X9 Plans\5chuster - OWNER: STEVE SGHUSTER - SHUSTER HOMES, INC. (530) 894-0894 OFFICE (550)570 -6400r -ELL EMAIL ADDRESS: SashlDogoMSNGom FINISHED GRADE SHEET -6 O COPYRIGHT 201 9 Plen.l#yout LYNN SMITH - DRAFTING uM I1 y 19q SYCAMORE VALLEY ROAD, GHIGO,GA 95973 s (530) 891-0585 WORK ALTERNATIVE ELECT. 5ER V ICE: SEE NOTES, UTILITIES. 4 ELECTRICAL NOTES: SERVICE PANELS. EXTERIOR LIGHTS SEE ELECTRICAL NOTES, LIGHTS. MOTION LIGHT EXTERIOR LIGHTS 5EE ELECTRICAL NOTES, LIGHTS. MOTION LIGHT GFCI GFCI VfP CHRISTMAS LIGHTS: SEE ELECTRICAL NOTES: EXTERIOR LIGHTS SEE ELECTRICAL NOTES, 1_16HTS. MOTION LIGHT 4aP / LAMP HOLDERS: SEE ELEGT010,AL NOTES: LAMP HOLDER,, / � � I \ I FAN W/LIGHT: SEE ELEGTRIGAL OTII GEILIN6 N5. I� I `C \ \/ I LAMP HOLDERS: I C SEE ELECTRICAL NOTES: - Len I LAMP HOLDERS. / L!D SMOE/G.O-ALARMSz S E ELKEGTRIGAL NOTES: 05r0KE/G.O.ALARMS. - LELD I C . / - LED T GFCI LEv BATHROOM NOTES: ISEE ELECTRICAL NOTES: THE BATHROOMS. GFCI SEE r Not / THE I� EXH UST L (/Ijp-q 11 1 Sr LEGTRICAIGAL NOTES: 1 EXH ST FANS. GFC \\ EXHAUST FAN: ® SEE ELEGTRIGAL N ES: r b EXHAUST FANS. r O UPANGY 'w SENSOR .ry Leo OC LED � 1W LEv 1W .W L[D \ LED CLOSETS:1 SEE ELEGT JeT NOTES: GLO ETS. L!D LED TO WHOLE HOUSEFAN BAerHRM NOTES: SEE ELE (GAL !pi•CJ^`� BATHR0 5. EXHAUST FAN\ .W SEE ELEGTRIGAL TE Leo EXHAUST FANS. EXTERIOR LIGHTS SEE ELEGTRIGAL NOTES, LIGHTS. MOTION LIGHT L!D �SW LAMP HOLDERS: SEE ELEGTRIGAL NOTES: LAMP HOLDERS. \ \ NE5, ERIOR LIGHTS ELEGTRIGAL EXTERIOR LIbHT FAN ONLY LIGHTS. SEE ELECTRICAL NOTES, LIGHT5. +ew +sw LCD \ L!D EXTERIOR RECEPTACLES % SEE ELECTRICAL NOTES: \ GFCI WP EXTERIOR REGEPTAGLE5. Al.l \ ISW / I LED 9W LED / LED I= I COMPLY WITH CALIFORNIA ELECTRICAL 1 CODE- AR77CLE 210.12 Requirements For Are - fault interrupter on all 120 volt 15 & 20 ampere \ +ew / branch circuits supplying outlets in dwelling unit \ LED %p1 ` 19W -jt-y\ That are not required to be GFlC Protected - LEv \ Art.210.8 \ I1 1W � LED � R ILEv LA I'*': / I SEE ELECTRICAL Ncl Et LAMP HOLDERS. 1SW �0TTr5 HE r_ 4 OtANG.1•pR, T ATT7G/AGCiE55 // / 1 L /�Lr'�/�1 '� 4 WHOLE HOUSE EE ELEGTRIGAL I1 IItHOLE HOUSE FA MOTION LIGHT �+ E OCCUPANCY SENSOR / G l`,W \ 1\ ,q Lev �j SMOK /G.O ALARM! SEE E GTRIG NOTES: AN W/LIGHT: 5M E/G.o. RMS. NOTE EL GTRIGAL NOTES: INE LAMP HOLDER5: PROVIDE A - 22.) LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES: TO BE LABELED'SUITABLE SYMBOL DESCRIPTION NEL � E3 1 O -Av Corrtml C o �" ELECTRICAL METER, GAS METER, ELEGTRIGAL DISCONNECT, THERMOSTAT, DOOR GRIME, DOOR BELL, THERMOSTAT, cJII MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS HOME ALARM 4 AV CONTROL IS sD co 0 0 o GO/SMOKE, SMOKE 4 CO DETECTORS V V GEILIN6 FANS Fe-® � EXHAUST, EXHAUST HEAT LAMP, EXHAUST W /LILI GHT, EXHAUST W/ LIGHT 4 HEAT W ALL EXHAUST 4 C1 C11rV CSEYC6, C7� n GABLE, GAT S, GATS W/ TV, GATSE, GATE, GATT, PHONE 4 TV JACKS AFCO 4 IljjU ^ p WPp GFC(p GFI at• -lo ^ jtt� ^ (p S� 1 10 VOLT: AFGI, LOW VOLTAGE, DUPLEX, DUPLEX SPLIT WIRED, DUPLEX WEATHERPROOF, G/ SVCT H, SING APLEX, SINbLE, DUPLEX W/SWITCH, SINGLE W/ 5 W ITCH, TRIPLEX, TRIPLEX SPLIT WIRED ® 270 VOLT, THREE PHASE Co�1\ CwAvJ DW R�rI1, CT Hq Mq Rq\�' Q T m T T T n SA S 7w 7C w GD IFS sip IES A P� o 9j�( �( '( Q(/ �(J DRYER, WASHER, DISHWASHER, ELECTRIC RANGE, 6A5 COOKTOP, HOOD W/ VENT, MICROWAVE, REFRIGERATOR, SAUNA, STEAM, TOWEL WARMER, TRASH COMPACTOR, WHIRLPOOL 4 GARBAGE DISPOSAL D$ 1$ A$ K$ L$ ML$ OC$ �j RC` $11M$ 3� IDMT� WP� �j SWITCHES: AUTOMATIC DOOR, 4 MAY, AUDIO CONTROL, KEY OPERATED, LOW VOLTAGE, MULTI LIGHT, OCCUPANCY SENSOR, REMOTE CONTROL, SINGLE / DIMMER, 3 AY, 9 POLE, SINbLE POLE WW WAY DIMMER, TIMER 4 WEATHERPROOF \\\�-J/// VACUUM OUTLET WALL MOUNTED VACUUM SYSTEM ® ® GABINET.MOUNTED: PUCK, RECTANGULAR, ROUNDED 4 TOE KICK LIGHTING yG f..l GOD Yo't ® Jif GEILIN6 MOUNTED, DUAL SPOT, TRIPOD SPOT. 6' RECESSED, HEAT LAMP, LOW VOLTAGE 4 4' RECESSED O COIN CHANDELIER, ELE&AND PENDANT, RAINDROP CHANDELIER 4 SCROLL CHANDELIER ® BOWL PENDANT CHANDELIER, ROUND PENDANT CHANDELIER, CONTEMPORARY BOWL CHANDELIER, MOROCCO PENDANT CHANDELIER, PRARIE PENDANT CHANDELIER! SCROLL BOWL PENDANT CHANDELIER 0 4*000 G.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING F O I o O O ((``O����J�(o�' @*-.�� Va abo n O o 0 5 DOWN LIGHT5, ARTS 4 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 4 WROUGHT IRON CHANDELIER, O C O 25,) TOILET ROOMS:_ INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING O EMERG4 EXT 916NSGHTIN6 SUB PANEL. ` /-// � SURFACE MOUNTED FLUORESCENT LI&HTIN&: 21'x48" (4) TUBE FIXTURE, 24' (2) TUBE FIXTURE. 48'(2) TUBE FIXTURE ! 9 (2)6' (2) TUBE FIXTURE SENS LED '® 5HOWER. CRC, R9 14.3. RECESSED FLUORESCENTS: SIMILIAR WWIN FIXTURE. GARAGE: 15.) ISLAND OR PENINSULA: PROVIDE A &FCI COUNTERTOP RECEPTACLE AT T14£ 21J GARAGE RECEPTACLES ARE REQUIRED TO BE &FCI PROTECTED. LtSHT HANGING FLUORESCENT LIGHTING: LONG SHOP LIGHT 4 SHORT SHOP LIGHT 5WITLH TO HAVE VACANCY SENSOR- LISHTS TO BE MIbH EFFICACY. ® O❑ Q O O O OUTDOOR PATH LIGHTING: CYLINDRICAL BOLLARD, 50UARE BOLLARD, BOX LAMP, FLARE, PATH LIGHT, PATH LIGHT -WIDE BRIM, SPOT LIGHT, TULIP - SMALL 4 TULIP LAMP ElOUTDOOR 0® ❑❑ ® STREET LIGHTING: ACORN LAMP, BOX LAMP, COLONIAL 3 LAMPS, COLONIAL LAMP, FLAIR LAMP, GLOBE LAMP, ORNATE LAMP, SPHERICAL LAMP 4 STREET LANTERN $ -� d TRACK LIGHTING: BASIC NE BASIC 45-, DUAL RAIL TRACK, GOOSENECK TRACK, RAIL TRACK, TRACK CHANDELIER 4 TRACK LIGHTING HEAD ^ ^�''y'� �'�''�'`( ^VARIOUS ® Vd� '�,'` "'R a'` 4 QB/ WALL MOUNTED. 1-I6HTIN6: SGONGES, SEMI -FLUSH MOUNTED LIGHTS, DUAL FLOOD, DUAL SPOT, GOOSENECK DOUBLE SCONCE, GOOSENECK TRIPLE SCONCE, SINGLE FLOOD 4 MOTION SENSOR FLOOD G Oo(1 2S LIbHT_BAR5: LI(I BAR HORIZONTAL 4 LIGHT BAR VERTICAL, ALTERNATIVE ELECT. 5ER V ICE: SEE NOTES, UTILITIES. 4 ELECTRICAL NOTES: SERVICE PANELS. EXTERIOR LIGHTS SEE ELECTRICAL NOTES, LIGHTS. MOTION LIGHT EXTERIOR LIGHTS 5EE ELECTRICAL NOTES, LIGHTS. MOTION LIGHT GFCI GFCI VfP CHRISTMAS LIGHTS: SEE ELECTRICAL NOTES: EXTERIOR LIGHTS SEE ELECTRICAL NOTES, 1_16HTS. MOTION LIGHT 4aP / LAMP HOLDERS: SEE ELEGT010,AL NOTES: LAMP HOLDER,, / � � I \ I FAN W/LIGHT: SEE ELEGTRIGAL OTII GEILIN6 N5. I� I `C \ \/ I LAMP HOLDERS: I C SEE ELECTRICAL NOTES: - Len I LAMP HOLDERS. / L!D SMOE/G.O-ALARMSz S E ELKEGTRIGAL NOTES: 05r0KE/G.O.ALARMS. - LELD I C . / - LED T GFCI LEv BATHROOM NOTES: ISEE ELECTRICAL NOTES: THE BATHROOMS. GFCI SEE r Not / THE I� EXH UST L (/Ijp-q 11 1 Sr LEGTRICAIGAL NOTES: 1 EXH ST FANS. GFC \\ EXHAUST FAN: ® SEE ELEGTRIGAL N ES: r b EXHAUST FANS. r O UPANGY 'w SENSOR .ry Leo OC LED � 1W LEv 1W .W L[D \ LED CLOSETS:1 SEE ELEGT JeT NOTES: GLO ETS. L!D LED TO WHOLE HOUSEFAN BAerHRM NOTES: SEE ELE (GAL !pi•CJ^`� BATHR0 5. EXHAUST FAN\ .W SEE ELEGTRIGAL TE Leo EXHAUST FANS. EXTERIOR LIGHTS SEE ELEGTRIGAL NOTES, LIGHTS. MOTION LIGHT L!D �SW LAMP HOLDERS: SEE ELEGTRIGAL NOTES: LAMP HOLDERS. \ \ NE5, ERIOR LIGHTS ELEGTRIGAL EXTERIOR LIbHT FAN ONLY LIGHTS. SEE ELECTRICAL NOTES, LIGHT5. +ew +sw LCD \ L!D EXTERIOR RECEPTACLES % SEE ELECTRICAL NOTES: \ GFCI WP EXTERIOR REGEPTAGLE5. Al.l \ ISW / I LED 9W LED / LED I= I COMPLY WITH CALIFORNIA ELECTRICAL 1 CODE- AR77CLE 210.12 Requirements For Are - fault interrupter on all 120 volt 15 & 20 ampere \ +ew / branch circuits supplying outlets in dwelling unit \ LED %p1 ` 19W -jt-y\ That are not required to be GFlC Protected - LEv \ Art.210.8 \ I1 1W � LED � R ILEv LA I'*': / I SEE ELECTRICAL Ncl Et LAMP HOLDERS. 1SW �0TTr5 HE r_ 4 OtANG.1•pR, T ATT7G/AGCiE55 // / 1 L /�Lr'�/�1 '� 4 WHOLE HOUSE EE ELEGTRIGAL I1 IItHOLE HOUSE FA MOTION LIGHT �+ E OCCUPANCY SENSOR / G l`,W \ 1\ ,q Lev �j SMOK /G.O ALARM! SEE E GTRIG NOTES: AN W/LIGHT: 5M E/G.o. RMS. NOTE EL GTRIGAL NOTES: INE LAMP HOLDER5: PROVIDE A - 22.) LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES: TO BE LABELED'SUITABLE SEE ELEGTRIGAL NOTE5: DOOR CHIME LAMP HOLDERS. LOCATION \ bog ERP NEL 25.) BATHROOM MECHANICAL EXHAUST. FANS: (ELECT ` =W rK MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS TERMINATE OUTSIDE THE BUILDING. WH B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT OPENINGS SHALL HAVE A RECEPTACLE. GEC, ART. 210.52 (A). 71TEE S. ) LAMP HOLDERS:. ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS GTRI SMOKE/C,O.�iLRMS: SEE ELEGTRIG�44}}P°L�, TES: DOOR BELL SMOKE/G.O. At 5. LOCATION AMP PERS: E ELECT GT I AL NOTES: I L MP HOL R5. qNP GFCI d EXTERIO I REGEPTA 11E5 SEE ELECT AL NOTES: EXTERIOR EGEPTACLE I 0 GFCI WP i SMOKE/C.O. ALARMS: L; / - SM ELECTRICAL NOTES: SMOKE/GA. ALARMS. OGCU LED LEO art I �fiE.ELE(�$IGAt NOT 5: GEILI FA 5. ' \ \ -� EXTERIOR RECEPTACLES I \ I 1 XTERIOR LIGHTS__--2GEELEGTRIGAL NOTES: _.- SEE SEE ELEGTRIGAL EXTE9b4.REGEPTAGLFj6. / NOTES, LIGHTS. GFCI NP��I/�! I LED �HEN, PANTRY.t DINING�C ` � / SEE ELEGTRIGAL LIGHTING: KITCHEN, PANTRY t DINING AREAS. I® 1W LED I I ED LED P HOLDER' \ I ss � SEE ELEGTRIGAL N E5: L_ TAFPNOCDERS. - J Lt. Lt O , GFCJ? GFC .W rK 1 LED rK V.L,.r. \ .W/ LPD LCD p ' KITCHN, PANTRY DI G: DW 1 5 EEL GTRIGAL LIGH INC o / KI C. ,PANTRY 4 DI N AREAS. FCI FCI \ 1W 1 W L!D LED 1W LED GFCI �.. 4 /I/LAMP HOLDERS: .W 'w SEE ELECTRICAL NOTE5: LED LED / LAMP HOLDERS. T TO WHOLE HOUSE F; N Y C ` BATHROOM NOTES: THII TAT_: she eLeGTRIGAL NOTES: 5 LEGTRIGAL BA ODMS. iTES: OGG THE MOSTATSENS .W ® 1 LED .W r LED (MOKE/C.O. OKE/C,O, ALARMS: E ELEGTRIGAL NOTES: 1t ALARMS. LED FAN W/LIGHT: Lec q SEE ELEGTRIGAL \ NOTES: GEILI1,16 / \ FANS. \ \ I LAMP HOLDERS: Lev SEE ELECTRICAL NOTES: LeD LAMP HOLDERS. GFCI "W LED LED BA HROOM. N E5: SEE LEGTRIGAL N�(E5: OOMS. 1 .SOR d LEv F�1 EXHAUST FAP7N� \\T77 SEE ELEGTRIGAL NOTES: EXHAUST FANS. ' SENS �I CLOSETS: SEE ELECTRICAL NOTES: CLOSETS. m� .w CLOSETS: SEE ELECTRICAL NOTES: CLOSETS. EXHAUST FAN: SEE ELECTRICAL NOTES: EXHAUST FANS. WP GFCI MOTION LIGHT EXTERIOR LIGHTS SEE ELECTRICAL NOTES, LI&HTS. EXTERIOR LIGHT5 SEE ELECTRICAL yy' NOTES, LIGHT5. 4 HVAC GOND. UNIT: 1.) SEE NOTES, HEATING 4 ,��... GOOLIN6. 2.) 5EE ELECTRICAL NOTES. HVAC GONDEN5ING UNIT. DISCONNECT WP GFCI EXTERIOR RECEPTACLES SEE ELECTRICAL NOTES: EXTERIOR RECEPTACLES. CHRISTMAS L&HTS. I FANS. / I I_ / - - - - - - - - EXTERIOR LIGHTSSEE / NOTES, ELECTRICAL LIGHTS. Label, circuit breaker(s), ' I I 26W MOTION LIGHT disconnect(s), fuse(s),switch(es) and GFCI 2 TUBE 2 TUBE I I their accessories, to identify their Li LAMP HOLDERS: I30 location and or equipment S ELEGTRIGAL NOT "GFCI \ GHRI5TMA5 LIGHTS: LAF HOLDERS. ELECT. 5ERVICE: SEE ELEGTRIGAL NOTES: \ Lev EXTER R LIGHTS SOLAR READY 300 EE CHRISTMAS LIGHTS. .W \ SE GTRIGAL \NOTL16NT5. GFCI AMP SERVICE. SEE NOTES, UTILITIES. GFCI WP 4 ELECTRICAL NOTES: FCI C5ry ��' -•�� WPPCI' I FC SERVIGE PANELS. G CHRISTMAS LIGHTS: I I I I CHRISTMAS LIGHT5: SEE ELEGTRIGAL NOTES: I I SEE ELECTRICAL NOTES: - - - - - - CHRISTMAS LIGHTS. CHRISTMAS LIGHTS. SEE ELECTRICAL NOTES: 'ALL AREAS' FOR I I I MANDATORY MEASURES. CHRISTMAS SEEFLEG4LI-GHT5TES: WP GFCI EXTERIOR : / \ ` \ GHTMAS LIGHT5. I I SEE ELECTRICAL NOITIRSES: \ \ GFCI I I jSEE ELECTRICAL EXTERIOR HTS / LIGHTING. ` NOTES, LIGHTS. -P I I GFCI rFCI - _ - - - - - GFCI CHRISTMAS LIGHT5: - WP SEE ELECTRICAL NOTES: / BEDROOM: CHRISTMAS LIONTS. W�to w 15.) SMOKE_ DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON EACH FLOOR OF THE G DWELLIN. SCALE: 114* - 1'-0" SMOKE/CARBON MONOXIDEALARM5: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO BEDROOMS. ' A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN i t- SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF \NT1 ERIORL[GHTS / THE ALARMS. F' ELECTRICAL __ J EXTERSEE IO _I6H_T_5 ELECTRICAL SHALL. BE. INSTALLED PER -THE C.E.C.. B.) FOR 5E5T RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR S, LIONT5. �� NOTES, L THTS. L ALL AREAS: SMOKE ALARMS. / 1.) REFER TO THE MANDATORY_MEA5URES FOR RE5IDENTIALLI&HTIN6 1 9J CLOSETS LIGHTS: PER G.E.G. MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE BATHROOMS: LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE 20.) BATHROOM -RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - MANDATORY ENERGY LIGHTING REOUIREMENT5 THROUGHOUT. AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2.) BRANCH_ CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT GIRGUIT- GEC ART. 210.1 1 (G) (3). INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 21 J BATHROOM LIGHTS: PROVIDE HI6H EFFICACY LIGHTING IN THE BATHROOM. - -� 'MANUAL ON AUTO OFF OCCUPANCY LIGHT 5WITGH BRANCH CIRCUITS SUPPLYING OUTLETS. GEC ART. 210.12 (B). 9.) RECEPTACLES: BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP PROVIDE A - 22.) LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES: TO BE LABELED'SUITABLE BR ERP NEL 25.) BATHROOM MECHANICAL EXHAUST. FANS: 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS TERMINATE OUTSIDE THE BUILDING. MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT OPENINGS SHALL HAVE A RECEPTACLE. GEC, ART. 210.52 (A). 71TEE S. ) LAMP HOLDERS:. ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS GTRI r-i� L OT ATTIC SHALL NOT BE SUPPORTED BY THE 5GREW SHELL OF A LAMP HOLDER PER GEG BATHROOM. NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM 15 A E HAUST FAN: 5 TES: FOR CEILING (PADDLE) FANS PER GEG SECTION 3 14.21 (A) 4 (D). COMBINATION. O o FCI FCI FCI 1.) CEILING FANS 104/1.1014T, SHALL BE HI(IGY W/ DIMMER SNITCH. 5ER k E PAN L..W E55:5 E �LwIJo sESS A`��- -ELECTRICAL TO 6UE5T BEDROOM HAUST FANS. VACANCY B.) BE RATED A MAXIMUM OF 1.0 SONE. 9.) EXHAUST -FANS: PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS G.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION) WITH BACKDRAFT DAMPERS AT ALL EXHAUST FANS. VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING 4 IRRIGATION TIMER. (CONFIRM) 25,) TOILET ROOMS:_ INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING 1 1.) MAIN ELECTRIGALAIDERVIGE:. PROVIDE 500 AMP. VERIFY LOCATION OF MAIN 4 FIXTURES IN ROOMS WITH WATER CLOSETS. SUB PANEL. ` /-// � �w LED SENS LED '® 5HOWER. CRC, R9 14.3. ARE TO BE HI&H EFFICACY AS DEFINED IN TABLE 150-C, GARAGE: 15.) ISLAND OR PENINSULA: PROVIDE A &FCI COUNTERTOP RECEPTACLE AT T14£ 21J GARAGE RECEPTACLES ARE REQUIRED TO BE &FCI PROTECTED. LtSHT END OF THE COUNTER. GEG ART. 210.52 (C) (245) AND ART. 210.5. 5WITLH TO HAVE VACANCY SENSOR- LISHTS TO BE MIbH EFFICACY. 14J 5MALL-APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL OG APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, 511ITGH BOXES IN THE FIREWALL (BOXES IN SEPARATE STUD BAYS ARE -� ACCEPTABLE.) FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS 29.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE 26W OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE MO L O ON INSTALLED AT EACH WALL COUNTER SPACE THAT IS 12" OR WIDER. RECEPTACLE ENS SENS oc OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET 90.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/6FGI Y CC .W 5 1 J OUTDOOR -LIGHTING: 2 TUBE ® 'Lr.WD a wl WHOLE_HOUSE VENTILATION: HOLE HOUSE FA o GFCI THE LAUNDRY EXHAUST FAN TO BE 5 E ELEGTRIGAL NO E5: sE USED FOR TME WHOLE HOUSE HOLE MOUSE FANS VENTILATION REQUIREMENTS. SEE e ELECT CAL NOTES: WHOLE HOUSE VENTILATION. VACANCY GI SENSOR FCI FCI FCI FCI / KITCHEN, PANTRY.I.DININ(9: VACANCY SENSOR LAUNDRY UTILITY ROOMS: / SEE ELEGTRIGAL LI6HTIN6: .< SEE ELECTRICAL NOTES, KITCHEN, PANTRY 4 DINING AREAS. LAUNDRY E UTILITY ROOMS. / GARAGE NOTES: / 25W SEE ELECTRICAL NOTES: I _ 2 TUBE GARAGE. / FCI GI GFCI "W LED LED BA HROOM. N E5: SEE LEGTRIGAL N�(E5: OOMS. 1 .SOR d LEv F�1 EXHAUST FAP7N� \\T77 SEE ELEGTRIGAL NOTES: EXHAUST FANS. ' SENS �I CLOSETS: SEE ELECTRICAL NOTES: CLOSETS. m� .w CLOSETS: SEE ELECTRICAL NOTES: CLOSETS. EXHAUST FAN: SEE ELECTRICAL NOTES: EXHAUST FANS. WP GFCI MOTION LIGHT EXTERIOR LIGHTS SEE ELECTRICAL NOTES, LI&HTS. EXTERIOR LIGHT5 SEE ELECTRICAL yy' NOTES, LIGHT5. 4 HVAC GOND. UNIT: 1.) SEE NOTES, HEATING 4 ,��... GOOLIN6. 2.) 5EE ELECTRICAL NOTES. HVAC GONDEN5ING UNIT. DISCONNECT WP GFCI EXTERIOR RECEPTACLES SEE ELECTRICAL NOTES: EXTERIOR RECEPTACLES. CHRISTMAS L&HTS. I FANS. / I I_ / - - - - - - - - EXTERIOR LIGHTSSEE / NOTES, ELECTRICAL LIGHTS. Label, circuit breaker(s), ' I I 26W MOTION LIGHT disconnect(s), fuse(s),switch(es) and GFCI 2 TUBE 2 TUBE I I their accessories, to identify their Li LAMP HOLDERS: I30 location and or equipment S ELEGTRIGAL NOT "GFCI \ GHRI5TMA5 LIGHTS: LAF HOLDERS. ELECT. 5ERVICE: SEE ELEGTRIGAL NOTES: \ Lev EXTER R LIGHTS SOLAR READY 300 EE CHRISTMAS LIGHTS. .W \ SE GTRIGAL \NOTL16NT5. GFCI AMP SERVICE. SEE NOTES, UTILITIES. GFCI WP 4 ELECTRICAL NOTES: FCI C5ry ��' -•�� WPPCI' I FC SERVIGE PANELS. G CHRISTMAS LIGHTS: I I I I CHRISTMAS LIGHT5: SEE ELEGTRIGAL NOTES: I I SEE ELECTRICAL NOTES: - - - - - - CHRISTMAS LIGHTS. CHRISTMAS LIGHTS. SEE ELECTRICAL NOTES: 'ALL AREAS' FOR I I I MANDATORY MEASURES. CHRISTMAS SEEFLEG4LI-GHT5TES: WP GFCI EXTERIOR : / \ ` \ GHTMAS LIGHT5. I I SEE ELECTRICAL NOITIRSES: \ \ GFCI I I jSEE ELECTRICAL EXTERIOR HTS / LIGHTING. ` NOTES, LIGHTS. -P I I GFCI rFCI - _ - - - - - GFCI CHRISTMAS LIGHT5: - WP SEE ELECTRICAL NOTES: / BEDROOM: CHRISTMAS LIONTS. W�to w 15.) SMOKE_ DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON EACH FLOOR OF THE G DWELLIN. SCALE: 114* - 1'-0" SMOKE/CARBON MONOXIDEALARM5: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO BEDROOMS. ' A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN i t- SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF \NT1 ERIORL[GHTS / THE ALARMS. F' ELECTRICAL __ J EXTERSEE IO _I6H_T_5 ELECTRICAL SHALL. BE. INSTALLED PER -THE C.E.C.. B.) FOR 5E5T RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR S, LIONT5. �� NOTES, L THTS. L ALL AREAS: SMOKE ALARMS. / 1.) REFER TO THE MANDATORY_MEA5URES FOR RE5IDENTIALLI&HTIN6 1 9J CLOSETS LIGHTS: PER G.E.G. MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE BATHROOMS: LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE 20.) BATHROOM -RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - MANDATORY ENERGY LIGHTING REOUIREMENT5 THROUGHOUT. AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2.) BRANCH_ CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT GIRGUIT- GEC ART. 210.1 1 (G) (3). INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 21 J BATHROOM LIGHTS: PROVIDE HI6H EFFICACY LIGHTING IN THE BATHROOM. - -� 'MANUAL ON AUTO OFF OCCUPANCY LIGHT 5WITGH BRANCH CIRCUITS SUPPLYING OUTLETS. GEC ART. 210.12 (B). 9.) RECEPTACLES: BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP PROVIDE A - 22.) LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES: TO BE LABELED'SUITABLE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEG FOR DAMP LOCATION" PER GEC ART. 4 10.10 (A) 4 (D). ART. 406.12. 25.) BATHROOM MECHANICAL EXHAUST. FANS: 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS TERMINATE OUTSIDE THE BUILDING. MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT OPENINGS SHALL HAVE A RECEPTACLE. GEC, ART. 210.52 (A). WHICH SHALL BE READILY ACCESSIBLE. S. ) LAMP HOLDERS:. ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS WEIGHS MORE THAN b POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION BETWEEN A RELATIVE HUMIDITY RANbE OF 50% TO 5096. SHALL NOT BE SUPPORTED BY THE 5GREW SHELL OF A LAMP HOLDER PER GEG BATHROOM. NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM 15 A SECTION 914.23. OUTLET BOXES SHALL NOT BE USED A5 THE SOLE SUPPORT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER FOR CEILING (PADDLE) FANS PER GEG SECTION 3 14.21 (A) 4 (D). COMBINATION. 6.) WHOLE HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) 24.) WHOLE BUILDING VENTILATION: ONE OF THE BATHROOM EXHAUST FANS, AS WHICH CLOSE WHEN THE FAN 15 OFF, THE OUALIFYIN6 WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE 1.) CEILING FANS 104/1.1014T, SHALL BE HI(IGY W/ DIMMER SNITCH. FOLLOWING: MAINTAIN S6' CLEARANCE FROM ANY FIRE SPRINKLER. A.) A MINIMUM CFM RATIN& OF 15 CFM. 6.) THERMOSTATS:. SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. B.) BE RATED A MAXIMUM OF 1.0 SONE. 9.) EXHAUST -FANS: PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS G.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION) WITH BACKDRAFT DAMPERS AT ALL EXHAUST FANS. VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING 4 IRRIGATION TIMER. (CONFIRM) 25,) TOILET ROOMS:_ INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING 1 1.) MAIN ELECTRIGALAIDERVIGE:. PROVIDE 500 AMP. VERIFY LOCATION OF MAIN 4 FIXTURES IN ROOMS WITH WATER CLOSETS. SUB PANEL. 26.) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 5' HORIZONTALLY KITCHEN, PANTRY d DINING AREAS: FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR 12.) KITCHEN LI6HJIN&: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS 5HOWER. CRC, R9 14.3. ARE TO BE HI&H EFFICACY AS DEFINED IN TABLE 150-C, GARAGE: 15.) ISLAND OR PENINSULA: PROVIDE A &FCI COUNTERTOP RECEPTACLE AT T14£ 21J GARAGE RECEPTACLES ARE REQUIRED TO BE &FCI PROTECTED. LtSHT END OF THE COUNTER. GEG ART. 210.52 (C) (245) AND ART. 210.5. 5WITLH TO HAVE VACANCY SENSOR- LISHTS TO BE MIbH EFFICACY. 14J 5MALL-APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL 25.) GARAISE-FFAREWALL: PROVIDE A 24' SEPARATION BETWEEN RECEPTACLE 4 APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, 511ITGH BOXES IN THE FIREWALL (BOXES IN SEPARATE STUD BAYS ARE BREAKFAST ROOM, DININ& ROOM OR SIMILAR AREA TO SERVE ALL WALL AND ACCEPTABLE.) FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS 29.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE PER GEC, ART. 2 10.5 2 (B). OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE 15.) COUNTERTOP RECEPTACLES IN THE KITCHEN AND DININ& ROOMS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24". INSTALLED AT EACH WALL COUNTER SPACE THAT IS 12" OR WIDER. RECEPTACLE EXTERIOR: OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET 90.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/6FGI SPACE. GEG ART. 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, PROTECTED. GEC, ART. 210.45(5). TO BE HI&H EFFICACY CONTROLLED BY PHOTO CELL 4 120 VOLT RECEPTACLES W ILL BE GFCI PROTECTED. 5 1 J OUTDOOR -LIGHTING: MOTION LIGHT EXTERIOR LIGHTS SEE ELECTRICAL NOTES, LIGHT5. PERMIT# `7 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E OMPLI CE DATE �3 1 BY R EitEA'•.F `EI ti' FOR CODI= CCI (RLI A' ICE LAUNDRY a UTILITY ROOMS; MOTION SENSOR, PHOTOCONTROL, ASTRONOMICAL TIME CLOCK; OR AN 16.) LAUNDRY 4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT ENERGY MANAGEMENT CONTROL SYSTEM (FMCS). LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER B2J ITCHE a FROM T5 REGEPTAGLE5: PROVIDE OUTLET NEAR TOP PLATE, +%4 s. OUTLETS PER GEG ART. 210.1 1 (G) (2). ) HVAr- C o FRONT DOOR - WP/6FCI PROTECTED. I i.0 i 11J DRYER OUTLETt- PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER GEG. B3J HVAG_G CE 4 UNIT: PROVIDE ROT ELECT. DISCOSERVICE CI W/ 50'x90" CLEAR WORKSPACE 4 1 1 OY WP GFCI PROTECTED SERVIGE REGEPTAGLE WITHIN 25. ATTIC•. TRV,3 1*.!4D t", S"v0rNCI Aw"Tw^ S4.) PROVIDE LIGHTS, 5WITCHES AND REGEPTAGLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. ARCH E 1 30"x42" 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 GONNEGTIONS BEFORE CONSTRUCTION BE61N5. DRAFTING BY: (550} 89 1-0565 7 9 YGAntORE VALLlY ROAD GNKO, GALIrORn�A 959 T9 LYNNSMITH5 2 •ATT.NET ENERGY GALLS BY: •,`,'0 6OLDEN SUN �DESI6N5 �" T 4A RRAX AMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED 5TR UGTUR AL 5TAMP ON T HI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. a i Z q_ W OL < 7 - Ila LU 11.1 wzu,11.1 W !OIL II LU 0< lu LU Z Q W ID DIV LU LU tu tu LU W J e w IES ar xu� z Z O Q 0) kb Z 4i-Jtuz J43Z>Lu L z W W J Q Q V � Q RRYOK PP UIP Lu ill n Olu N Y WWW LIVABLE: 8461 SgFt GAtRA6E: 1055 SgFt COVERED PATIO: S 1 Sq,Ft FRONT 401 SgFt REAR 482 SgFt TOTAL DATE: 3/9/2011 SCALE: SHOWN 1 STOi�Y SHEET O O COPYRIGHT 201 1 RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -51R Project Title Date THE GENOA rL.AN I 1/30/201 -1 At least 50% of the total wattage of permanently installed luminaires in the kitchen must be in liminaires that are high efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Luminaire Type High Efficacy Watts x Ouantil) = High Efficacy Watts or Other Watts 6' LED. CAN Yes X No 13 x O = O 4' LED. CAN Yes X No Cl x 10 = 410 2' L.E.D. PUCK Yes X No 2 x 0 = 0 4 BULB FL STRIP Yes X No 56 x 0 = O 2 BULB FL STRIP Yes X No 28 x 0 = O UNDER GAB_ PUCK Yes X No 2 x 6 = 12 LED. PENDANT Yes X No q x 3 = 21 TOE KICK Yes X No 0.5 x O = O Yes No x - Total A: 12q B: 0 COMPLIES IF A >_ B Yes X NO MOTION LIGHT EXTERIOR LIGHTS SEE ELECTRICAL NOTES, LIGHT5. PERMIT# `7 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E OMPLI CE DATE �3 1 BY R EitEA'•.F `EI ti' FOR CODI= CCI (RLI A' ICE LAUNDRY a UTILITY ROOMS; MOTION SENSOR, PHOTOCONTROL, ASTRONOMICAL TIME CLOCK; OR AN 16.) LAUNDRY 4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT ENERGY MANAGEMENT CONTROL SYSTEM (FMCS). LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER B2J ITCHE a FROM T5 REGEPTAGLE5: PROVIDE OUTLET NEAR TOP PLATE, +%4 s. OUTLETS PER GEG ART. 210.1 1 (G) (2). ) HVAr- C o FRONT DOOR - WP/6FCI PROTECTED. I i.0 i 11J DRYER OUTLETt- PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER GEG. B3J HVAG_G CE 4 UNIT: PROVIDE ROT ELECT. DISCOSERVICE CI W/ 50'x90" CLEAR WORKSPACE 4 1 1 OY WP GFCI PROTECTED SERVIGE REGEPTAGLE WITHIN 25. ATTIC•. TRV,3 1*.!4D t", S"v0rNCI Aw"Tw^ S4.) PROVIDE LIGHTS, 5WITCHES AND REGEPTAGLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. ARCH E 1 30"x42" 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 GONNEGTIONS BEFORE CONSTRUCTION BE61N5. DRAFTING BY: (550} 89 1-0565 7 9 YGAntORE VALLlY ROAD GNKO, GALIrORn�A 959 T9 LYNNSMITH5 2 •ATT.NET ENERGY GALLS BY: •,`,'0 6OLDEN SUN �DESI6N5 �" T 4A RRAX AMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED 5TR UGTUR AL 5TAMP ON T HI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. a i Z q_ W OL < 7 - Ila LU 11.1 wzu,11.1 W !OIL II LU 0< lu LU Z Q W ID DIV LU LU tu tu LU W J e w IES ar xu� z Z O Q 0) kb Z 4i-Jtuz J43Z>Lu L z W W J Q Q V � Q RRYOK PP UIP Lu ill n Olu N Y WWW LIVABLE: 8461 SgFt GAtRA6E: 1055 SgFt COVERED PATIO: S 1 Sq,Ft FRONT 401 SgFt REAR 482 SgFt TOTAL DATE: 3/9/2011 SCALE: SHOWN 1 STOi�Y SHEET O O COPYRIGHT 201 1 11.4 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS UMMI RUG URAL DESIGN - STRUCTURAL ENGINEER G:\Users\Lynn\Documents\Chief X9 Plans\Schuster - benoa Plan\Genoa Plan.layout "' }I LYNN SMITH - DRAFTING +p��q�y� STEVE SGHU5TER 221 89 SAMSON AVENUE, CORNING, CALIFORNIA 96021 r 553 RIO LINDO AVENUE •200, CHICO, GA 95926 OWNER: STEVE 5GHU5TER - SHUSTER HOMES, INC. I y ,?) 1 99 SYCAMORE VALLEY ROAD, 5HU57ER HOMES, INC. (530) 694-0894 OFFK.E (590) 510-6400 CELL®� OFM1! (530Aom PHONE: (530) 321-1242 CELL (530) 592-4401 WORK EMAIL ADDRESS: RylandebummltGhlco.com (550) 094-0694 OFFICE (530) 510-6400 CELL EMAIL ADDRESS: Sash0og0M5N4or1 411 I,tll l/ CHICO. GA 959T3 'e... (530)691-0555 WORK EMAILAD4-05'1 I/\ EMAIL ADDRESS: MaxOGadMama.com I I I ATTIC: ATTIC ACCESS: ATTIC AREAS HAVIN& A CLEAR HEIGHT OVER SO'SHALL BE PROVIDED MTH A 22"XSO"MINIMUM SIZE OPENING. CIRC F.501. I 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 HALLY4AY OR OTHER READILY ACCESSIBLE LOCATION. PA55AOFViAY: A 24" MDE SOLID PASSAGENAY FROM THE ACCESS ENTRANCE TO THE APPLIANCE. LENGTH: F4HERE THE PASSA6Er,1AY 15 LESS THAN 6'IN HEIGHT, THE DISTANCE TO THE APPLIANCE SHALL NOT EXCEED 20'IN LENGTH. CPC 505.4. 1. V4ORKSPACE: A 50'x5O'V4ORKIN& PLATFORM TO BE SUPPLIED AT THE SERVICE 51VE OF THE APPLIANCE. C,PC, 5015.4 ATTIC VENTILATION: ATTICS 4 ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1"OF AIRSPACE 19 REQUIRED BETYiEEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/ 1 50 OF THE AIREA OF THE SPACE VENTILATED, NITH 50% OF THE VENTIN15 LOCATED IN THE UPPER PORTION OF THE SPACE 4 THE BALANCE PROVIDED BY SOFFIT VENTS. CKC, R606.1 4 R1506.2. ATTIC LIGHTING 4 CONVENIENCE OUTLET: SEE"EILECTRICAL NOTES'. ATTIC. BATHROOM: CEILIN6 HEIGHTS: SEE CEILING HEIGHTS. DRAINS: A 4' DRAIN 15 REOUIREV FOP, BUILDIN65 PROVIDING MORE THAN 3 TOILETS. CPC TABLE 7-5 FOOTNOTE 4. EXHAUST FAME,: INSTALLED V41TH A MINIMUM 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION. FAN SHALL BE ENERGY STAR COMPLIANT 4 PROVIDED INITH HUMIE71TY CONTROL d SHALL BE EQUIPPED r4ITH BAICK-VRAFT PAMPERS. GMC 504.1 SEE ELECTRICAL NOTES, EXHAUST FANS. EXHAUST DUCTS: TERMINATE OUTSIDE OF THE BUILDING Y4/ BACK-PRAFT DAMPERS. FAUCETS: FLOV4 RESTRICTED TO 1.2 ISPM 0 60 P51. C655r, 4.505.1.4.2. JETTED TUBS: PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR. PROVIDE A r.Frl BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. LAVATORIES: PROVIDE MIRROR AT LAVATORIES. $1-10104EP. COMPARTMENTSt 104ATERPROOF SURFACE TO -2". PROVIDE SAFETY GLASS ENCLOSURE, CURTAIN ROP OR Y4ALK-THRU ENTRANCE TO SHOriIER. MINIMUM FINISHED INTERIOR AREA OF 1024 50. INCHES 4 CAPABLE OF ENCOMPA55INS A 50"CIRCLE. SHOINEIR VALVE NOTE: SHOY4ERS ANV TUB-SHOINER COMBINATIONS SHALL BE PROVIVEP MTN INDIVIDUAL CONTROL VALVES OF THE PRE55URE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC, MIXING VALVE TYPE. CPC 408.5 SINGLE 5HOriER HEAD FLOV`1 RESTRICTED TO 2.0 GPM 0 60 PSI. C655C 4.50B. 1.5. I MULTIPLE SHOV4ER HEADS: V41HEM A SHONER IS SERVED BY MORE THAN I SHOINER HEAD, THE COMBINED FLOYi RATE OF ALL SHOY,IER HEADS SHALL NOT EXCEED 2.0 GPM 0 50 PSI, OR THE SHOr,IER SHALL BE DESIGNED TO ALLOV41 ONLY 1 5HOY4ER. OUTLET TO BE OPERATED AT A TIME. SHOYNIER HEA17 POSITIONED SO IT DOES NOT VISCHAR&E AT THE ENTRANCE OF THE SHOINER. CIPC 406.-I. TOILETS: 1.25 GALLONS PER FLUSH MAXIMUM. DUAL FLUSH TOILETS DETERMINED BY AVERAGING 2 REDUCED FLUSHES 4 1 FULL FLUSH. CISBSr, 4.503. 1. 1. MAINTAIN 15"CLEARANCE FROM CIL OF TOILET TO SIDE riALL OR OBSTRUCTION. PROVIDE 24* MIN. CLEARANCE IN FRONT. CPC402.54CRCR5O'7.1. TOILET PAPER HOLDER: PROVIDE BACKING e 2( * ABOVE FLOOR. TOk4ELEARS: PROVIDE BACKINO FOR TOYIEL BARS v 44" ABOVE FLOOR. URINALS: FLOri RESTRICTED TO 0.5 GALLONS PEP. FLUSH. C&SSIC 4.505.1.2 k4NOLE BUILDING VENTILATION: SEE *NOTES', IrIHOLE BUILVINC, VENTILATION FOR ADDITIONAL INFORMATION. MINPOr45: PROVIDE SAFETY 6LASS IF BOTTOM OF GLAZING 15 LESS THAN 60* ABOVE A SHOr4FR OF, TUB SURFACE 4 CRAIN INLET. CRC 906.4.5. EXCEPTION� GLAZING THAT 15 MORE THAN 60', MEASURED HORIZONTALLY, FROM YNIATER'S EDGE. SEE -NOTES, GLAZING FOP, ADDITIONAL GLAZING INFORMATION. BEDROOMS: FLOOR COVERING: SEE *NOTETI*. FLOOR COVERING FOR. ADDITIONAL INFORMATION. 5MOKE/C.O. ALARMS: SEE "NOTES". EMOKE/C.O. ALARMS FOR ADDITIONAL INFORMATION. SLEEPING ROOMS SHALL HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING, SUCH AS AN EXTERIOR OPERABLE Y41NVOY4, COOP. OR SIMILAR DEVICE. CRC P.5 1 0.1 ININVOY45i PROVIDE 1 DOOR OR BEDROOM 1`411,100r4 Y41TH A MIN. NET CLEAR OPENING OF 5. SOFT. EXCEPTION: 6RAVE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. CIRC RS 1 0. 1. 51" HEIGHT: MAX. 44' ABOVE FLOOR MIN. OPENING HEIGHT: 24. MIN. OPENING YUPTH: 20* ININVOY45 MORE THAN '72'ABOVE THE FINISHED 6RAVE 4 HAVING OPENINGS LOCATED Y41THIN 24* OF THE FINISHED FLOOR TO BE PROVIDED MTH P41NVOY4 FALL PREVENTION 12EVICES OR OPENING CONTROL DEVICES THAT COMPLY VqITH ASTM F 20qO. CRIC IRS 1 2.2. 1. CEILIN& HEI(5HTS: HABITABLE SPACE: HALL)NAYS, BATHROOMS, TOILET ROOM$, LAUNSIRY ROOMS AND PORTIONS OF 5A5EMENT5 CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LE55 THAN 1. FXCEFTIONS� 1.) FOP. ROOMS MTH SLOPED CEILINGS, AT LEAST 50% OF THE REOUIREP FLOOR AREA OF THE ROOM MUST HAVE A CEILINS HEIGHT OF AT LEAST'7'AND NO PORTION OF THE REOUIREV FLOOR AREA MAY HAVE A CEILING HEI(SHT OF LESS THAN 5. 2.) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF V-WAT THE CENTER OF THE FRONT CLEARANC�E AREA FOR FIXTURES AS SHOIAM IN FIGURE C.RC 901.1. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT T14E FIXTURE 15 CAPABLE OF BEING USED FOP, ITS INTENDED PURPOSE. A 5HOViER OR TUB EQUIPPED VqITH A SHOriERHEAP SHALL HAVE A MINIMUM CEILIN(S HEIGHT OF _6" ABOVE A MINIMUM AREA SO'SY 50"AT THE 5HOFqERHEAV. CONSTRUCTION)NA5TE MANAISEMENT: 1. CONSTRUCTION 104ASTE MANA6!!MENT� RECYCLE ANZVOR 5ALVA6E A MINIMUM OF 65% OF THE NON-HAZARPOUS CONSTRUCTION 4 DEMOLITION Y4ASTE. C650 4.405. 1. 2. CONSTRUCTION YqASTE MANAGEMENT PLAN: SUBMIT A CONSTRUCTION 04ASTE MANAGEMENT PLAN. THE CONSTRUCTION INASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY 4 SHALL BE AVAILABLE DURING CONSTRU(�TION FOP. EXAMINATION BY THE ENFORCIN6 AGENCY. C,650 4.408.2 S. riA5TE_MANArFMFNT COMPANY: UTILIZE A VIIASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, VNIHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE IPERCENTAOE OF CONSTRUCTION 4 DEMOLITION IrIASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES NITH SECTION 4.406. 1. NOTE: THE 0104NER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 DEMOLITION IoNASTE MATERIALS rill -L BE VIVERTEP BY A 1`4ASTE MANAGEMENT COMPANY. 4. MASTE 5TREAM-REPVCTION ALTERNATIVE: PROJECTS THAT SENERATE A TOTAL COMBINED 1,4061 -IT OF CONSTRUCTION 4 DEMOLITION 104ASTE DISPOSED OF IN LANDFILLS, YNIHICH 00 NOT EXCEED FOUR (4) LBSYSO. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 50 PERCENT CONSTRUCTION V4ASTE REDUCTION REQUIREMENT IN SECTION 4.405. 1. 5. DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY Y,IHICH DEMONSTRATES COMPLIANCE VIITH C613r, 4.4095.2. EMERISENCY-F-SCAPE 4 RESCUE: SEE NOTES', BEDROOM, MINVOloNS FOP, ADDITIONAL INFORMATION. EI57RE55: EGRESS DOOR: AT LEAST ONE EGRESS POOR SHALL BE PROVIDED. THE EGRESS POCIR SHALL BE SIVE-HII,16ED, 4 SHALL PROVIDE A MINIMUM CLEAR Y41DTH OF 52' ViHEN MEASURED OETYNIEEN THE FACE OF THE POOP. AND THE STOP, F41TH THE DOOR OPEN qO DEGREES. THE MINIMUM CLEAR HEIGHT OF THE POOR OPENING SMALL NOT BE LESS THAN '78'IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLP TO THE BOTTOM OF THE STOP. CIRC It 9 1 1.2 LANDINGS: THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE)141CTH OF EACH LANVINC. SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANPINC, SHALL HAVE A MINIMUM DIMENSION OF 56"MEASUREV IN THE DIRECTION OF TRAVEL. EXTERIOR LANVIN&S SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 114 UNIT VERTICAL IN 12 UNITS HORIZONTAL (296). CRC RS 1 1.3 THE LANDING OR FLOOR ON THE EXTERIOR SIDE SMALL NOT BE MORE THAN '73/4* BELOV4 THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT 510411,16 OVER THE LANCING OP. FLOOR. CRC, IRS 1 I.S. 1. SEENOTEW, LANVIN&S FOP, ADDITIONAL INFORMATION. 5TAIRMAY5: STAIRI,NAYS SHALL NOT BE LE55 THAN 5 &'IN CLEAR MOTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT ANP SELOY41 THE REQUIRED HEADROOM HEIGHT. HANPRAILS SHALL NOT PROJECT MORE THAN 4.5* ON EITHER SIPE OF THE STAIR104AY AND THE MINIMUM CLEAR Y41DTH OF THE 5TAIPr4AY AT ANV BELOY'l THE HANDRAIL HEIGHT, INCLUDIN(S TREADS ANP LANDINGS, SHALL NOT BE LESS THAN 5 1 1/2"I,NHERE A HANDRAIL 15 INSTALLED ON ONE SIPE ANP 27* ViHERE HANPRAILS, ARE PROVIDED ON BOTH SIDES. CRO IRS 1 1. SEE 'NOTES", STAIRS, HANPRAIL5 4 6VARDS FOP, ADDITIONAL INFORMATION. ENVIRONMENTAL GUALITY: PROVIDE MEANS OF REDUCING THE OUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/Olk HARMFUL TO THE COMFORT 4 HELL 5EIN& OF A OVILDINW5 INSTALLERS. OCCUPANTS 4 NEIGHBORS. 1. FINISH MATERIAI- POLLUTANT CONTROL: FINISH MATERIALS SHALL COMPLY INITH C613C 4.504.2.1 ADHESIVES, SEALANTS 4 CAULKS. ADHESIVES, SEALANTS III cAULK5 USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOV411,161 STANDARDSt A, ADHESIVES. ADHESIVE SONDIN(S PRIMER.S. ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, 4 CAULKS SHALL COMPLY V41TH LOCAL OP, RESIONAL Alp, POLLUTION CONTROL OP. AIR QUALITY MANAGEMENT DISTRICT RULES 1,4HERE APPLICABLE OP, SCAOMP RULE I I 65 VOC, LIMITS, AS SHOYNIN IN TABLE 4,504.1 Oft 4.504.2, AS APPLICABLE. SUCH PRODUCTS AL50 SHALL COMPLY P41TH THE RULE 1 1 65 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE VICHLORIVE, METHYLENE CHLORIDE, PERCHLOROETHYLENE 4 TRICHLOROETHYLENE). B. AEROSOL ADHESIVES 4 SMALLER UNIT SIZES OF ADHESIVES, 4 SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAOINCS, VIIHICH DO NOT P41EI614 MORE THAN I POUND 4 DO NOT CONSIST OF MORE THAN I f, FLUIV OUNCES) SHALL COMPLY)NITH 5TATEMPIE VOC STANVARV5 4 OTHER REQUIREMENTS, INC.LVP1MG PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 1 -7, COMMENCING V41TH SECTION q450-7. 2. FAINT5 # COATINGS: CSBC 4.504.2.2 ARCHITECTURAL PAINTS 4 COATINGS SHALL COMPLY P41TH VOC LIMITS IN TABLE I OF THE ARB ARCHITECTURAL 5U&CIESTEP CONTROL MEASURE, AS SHOYSIN IN TABLE 4.504.5, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOP, COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATIN&E, CATEGORIES LISTED IN TABLE 4.504.5 SHALL BE DETERMINED E CLASSIFYING THE COATIN6 AS A FLAT, NONFLAT OR NONFLAT-HI(SH &LOSS COATING. BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21.4.56,4 4.31 OF THE 2001 CALIFORNIA AIR RESOURCES BOARD, SU&6ESTEP CONTROL MEASURE, 4 THE CORRIE5PONVINCS FLAT, NONFLAT OR NONFLAT-HI&H GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. S. AEP -050L FAINTS 4 COATINGS; 0613C, 4.504.2.3 AEROSOL PAINTS 4 COATINGS SHALL MEET THE PROPUCT-NEI6HTEV Milt LIMITS FOP. ROC IN SECTION -14522(A)(3) 4 OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS 4 OZONE PEPLETIN& SUBSTANCES, IN SECTIONS 144522(0)(2) 4 (P)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 1 1, COMMENCING V41TH SECTION q4520; 4 IN AREAS UNDER THE JURISDICTION OF THE SAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY P41TH THE PERCENT VOC, BY V4EI&HT OF PRODUCT LIMITS OF REGULATION 5, RULE 4q. 4.VFPIFIC,AT1OM: 4.504.2.4 VERIFICATION OF COMPLIANCE Y41TH THIS SECTION SHALL BE PROVIDED AT THE REOUEST OF THE ENFORCIN& AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITEV TO, THE FOLLOP4lNr.: A. MANUFACTUREWS PRODUCT SPECIFICATION. B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. S. INTERIOR MOISTUIRF CONTROL; A. CONCRETE 51 -AS FOVNPATIONSt 4.505.2 CONCRETE SLAB FOUNDATIONS REOUIREI�) TO HAVE A VAPOR RETARDER BY THE CALIFORNIA SUILVIN& COVE, CHAPTER I q OR CONCRETE SLAB-ON-6ROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE. CHAPTER S, SHALL ALSO COMPLY P41TH THIS SECTION. 5. CAP�LLARY BREAK: C615r, 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPL ANCE P4:TH AT LEAST ONE OF THE FOLLO)NINrv: 1 J A 4- TH CK (1 0 1.6 RNRN) BASE OF L/ZlNrH (11 2.1 MM) OP, LARGER CLEAN A66REOATE SMALL BE rROVIDEV Y41TH A VAPOR RETARDER IN DIRECT CONTACT Y41TH CONCRETE 4 A CONCRETE MIX DESIGN, r4HICH MILL ADDRESS BLEEDING, SHRINKAGE, 4 CURLING, SHALL BE USED. FOP, ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2P. -Ob. 2.) OTHER EOUIVALENT METHODS APPROVED BY THE ENFORICIN& AGENCY. 5.) A SLAB DES16N SPECIFIEP BY A LICENSED VESIr.N PROFESSIONAL. C. MOISTURE CONTENT OF 15UILVING MATERIALS: C -613C 4.505.9 BUILDING MATERIALS MTH VISIBLE SIGNS OF YSIATER PAMA6E SHALL NOT BE INSTALLED. r4ALL 4 FLOOR FRAMINC, SHALL NOT BE ENCLOSED ViHEN THE FRAMING MEMBERS EXCEED 1 1% MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE 10,11TH THE FOLLOY41MO: A. MOISTURE CONTENT SHALL BE DETERMINEI:7 INITH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFOR0146 AGENCY 4 SHALL SATISFY REQUIREMENTS FOUND IN C65C 1 0 1.5. B. MOISTURE REAVIN&S, SHALL BE TAKEN AT A POINT XTO 4'FROM THE 61RAVE STAMPED END OF EACH PIECE TO BE VERIFIED. C. AT LEAST THREE RANDOM M015TURE READINGS SHALL BE PERFORMED ON VNIALL 4 FLOOR FRAMING P41TH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE V4ALL 4 FLOOR FRAMING. P. INSULATION PRODUCTS Y4HIICH ARE VISIBLY YNIET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOMED TO CRY PRIOR TO ENCLOSURE IN Y4ALL OR FLOOR CAVITIES. r4ET -APPLIED INSULATION PRODUCTS SHALL FOLLOY4 THE MANUFACTURERVORYINS RECOMMENDATIONS PRIOR TO ENCLOSURE. FIRE SPRINKLER SYSTEM: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE Y41TH NFFA 151P OR CRC SECTION IRS I 5.3- DESIGN BY OTHERS. EXCEPTION: AUTOMATIC FIRE SPRINKLER SYSTEM 19 NOT BE REGUIRE12 FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED 1`41TH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. CRC R5 15.2, FIREPLACES: OAS FIREPLACE: SHALL BE VIRECT-VENT 5EALED-COMBUSTION TYPE. ALL FACTORY BUILT FIREPLACES SHALL BE L15TEP AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE V41TH THE CONDITIONS OF THE LISTING. FIREPLACES SHALL Be TESTED IN ACCORDANCE Y41TH UL 12'7. THE INSTALLATION MANUAL 914ALL BE AVAILABLE FOR REVIEV4 BY THE BUILDING INSPECTOR. UPON REQUEST. COBC 4.505. 1, c_RC R 1 OOR, CMIC 4105.2. V400P 5TOVE5 4 PELLET STOVES: INSTALL AS PEP, MFG. SPECS 4 COMPLY rilTH U.S. EPA PHASE 11 EMISSION LIMITS. INOOP STOVE FLUE: TO EXTEND NOT LESS THAN VASOVE THE H16HEST POINT Y4HERE IT PASSES THROUGH A ROOF AND NOT LESS THAN 2'HIGHER THAN A PORTION OF A BUILDING P41THIN A HORIZONTAL DISTANCE OF I O. CMC 802.5.4 FIREPLACES, riOCVSTOVr:S 4 PELLET STOVEST SHALL ALSO COMPLY VIITH APPLICABLE LOCAL ORDINANCES. FIRE 13LOCK[HO: PROVIDE FIRE BLOCKING AT PLATE LINE OF FIREPLACE. R302.11.4 FIRE-RESISTANT CONSTRUCTION: 2.) UNPER-STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL 14AVE IONALL5, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTEP ON THE ENCLOSED SIPE P41TH 1/2" GYPSUM BOARD. 3.) FIREBLOCKINGS: IN COMBUSTIBLE CONSTRUCTION, IFIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETY41SEN STORIES, AND 5FTriEEN A TOP STORY AN12 THE ROOF SPACE. FIRESLOCKIN6 SHALL BE PROVIDED IN P4000 -FRAME CONSTRUCTION IN THE FOLLOININ6 LOCATIONS: A. IN CONCEALED SPACES OF STUP YNIALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROr,15 OF STUDS OP, STAGGERED STUDS, AS FOLLOri5: 1) VERTICALLY AT THE CEILING AND FLOOR LEVELS. 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 1 O'. S. AT ALL INTERCONNECTIONS BETY4EEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILIN69 AND COVE CEILINGS. C. IN CONCEALED SPACES BETIAIEEN STAIR STRINGERS AT THE TOP ANV BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY Ir1ITH SECTION R502.7. P. AT OPENIN65 AROUND VENTS, PIPES, DUCTS. CABLES AND F41RES AT r-EiLIN(5 AND FLOOR LEVEL, Y4ITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE AE,TM E 156 REOUIREMENT5. E. FOP, THE FIREELOCKIN6 OF CHIMNEYS AND FIREPLACES, SEE SECTION R 1005.1 q. FLOOD ZONE: FOP, PROPERTIES LOCATEP IN A FLOOD ZONE A; ld PROVIDE TY40 COMPLETED FEMA FLOOD ELEVATION CERTIFICATES PREPARED BY A CALIFORNIA RE615TERED PROFESSIONAL OR LAND SURVEYOR. 2.) IF REGUIRED, PROVIDE FLOOD RES15TANT CONSTRUCTION. C,Rr_ P.322. 5.) IF REGUIREM, THE BOTTOM OF FLOOD VENTS, (FV) SHALL BE NO HIGHER T14AN I FOOT ABOVer,RAVE. 4.) IF IREOUIRED, PROVIDE AT LEAST TY40 6"x 1 4* 6ARA(9r: VENTS (6V) IN EXTERIOR OARA&E)NALLS, LOCATED ON OPPOSITE 51DES OF ADJACENT)NALL5 Y41TH A TOTAL NET AREA OF NOT LE55 THAN I 5GUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA. THE BOTTOM OF THE OPENING SHALL BE NO HIGHER THAN V AE30VE GRACE. 5.) A FINISHED CONSTRUCTION FLOOD ELEVATION CERTIFICATE 19 Pr:OUIPrzl:, PRIOR TO FINAL APPROVAL OF THIS STRUCTURE. FLOORINIS COVERINI57: CARPET SYSTEMS: ALL CARPET INSTALLED IN THE BUILVIN6 INTERIOR SHALL MEET THE TESTING 4 PRODUCT REQUIREMENTS OF ONE OF THE FOLLOY411,16: C613C 4.504.5 1 J CARPET 4 RU6 INSTITUTES GREEN LABEL PLUS PROGRAM. .J CALIFORNIA DEPARTMENT OF PUBLIC, HEALTH, *STANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EM155IONS FROM INDOOR SOURCES USING ENVIRONMENTAL GHAMSERS,- VERSION 1. 1, FEBRUARY 20 1 0 (AKA SPECIFICATION 0 1 9 5 0.) S.) NSF/ANSI 140 AT THE GOLD LEVEL. 4J SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE- &OLD. CARPET CUSHION: ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET 4 RUG INSTITUTE'S GREEN LABEL PROGRAM. C&5r, 4.504.5.1 CARPET ADHESIVE: ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504. 1. COBC 4.504.5.2 RESLIENT FLOORINO SYSTEMS: YNIHERIE RESILIENT FLOORING 15 INSTALLED, AT LEAST 950 PERCENT OF FLOOR AREA RECEIVING RE51LIENT FLOORING SHALL COMPLY 1,411TH ONE OP, MORE OF THE FOLLOYS111,16: C.615C 4.504.4 I J A VOC EM155ION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHIPS) HIGH PERFORMANCE PROVUCT5 DATABASE. 2.) PRODUCTS COMPLIANT ?4ITH C.HPS CRITERIA C.ERTIFIEV UNDER THE (SIREEN61,1ARID CHILDREN 4 SCHOOLS PROGRAM. S.) CERTIFICATION UNDER THE RESILIENT FLOOR COVERIN& INSTITUTE (KFCI) FLOOR SCORE PROGRAM. 4.) MEET THE CALIFORNIA DEPARTMENT OF PUBLIC WEALTH, *STANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EMI55ION5 FROM INDOOR SOURCES U51N6 ENVIRONMENTAL CHAMBER5,"VERSION 1. 1, FEBRUARY 20 1 0 (AKA SPECIFICATION 0 1 350). COMP051TE r4OOP PROVUCTSt HARDY11000 PLY)NOOP, PARTIOLE130ARD 4 MEDIUM DEN51TY FIBERBOARD COMPOSITE 10,100V PRODUCTS USEV ON THE INTERIOR OP. EXTERIOR OF T14E BUILDING SHALL MEET THE REQUIREMENTS FOP, FORMALDEHYDE AS SPECIFIED IN ARS'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE Y400P (1 I CCR q 3 1 20 ET 5EG.), 5'OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOv`[N IN TABLE 4.504.5. C65C 4.504.5 DOCUMENTATION: VERIFICATION OF COMPLIANCE INITH THIS SECTION SHALL BE PROVIDED AS REOUEeTEP BY THE ENFORCING AGENCY. 170CUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOY4111,16; C65C 4.904.5.1 1.) PRODUCT CERTIFICATIONS 4 SPECIFICATIONS, 2.) CHAIN OF CUSTODY CERTIFICATIONS. 3.) PRODUCT LABELED 4 INVOICED AS MEETING THE COMPOSITE Y4OOV PRODUCTS REGULATION (SEE CCP, TITLE 11, SECTION -19 120, ET SEG.). 4.) EXTERIOR CSRAVE PRODUCTS MARKED AS MEETIN& THE PS- 1 OR P5-2 STANDARDS OF THE E1,16INEEREP )NOOP ASSOCIATION, THE AUSTRALIAN ASINZ5 226R OR EUROPEAN 656 55 STANDARDS. 5.) OTHER METHODS ACCEPTABLE TO THE ENFORCIN& AGENCY. FOUNDATION: DRAINAGE: THE &ROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE ELOPED AINAY FROM THE BUILOIN& AT NOT LE55 THAN 6'IN THE FIRST I O' (5% SLOPE). C.RC R40 I.S. RAISED FLOORYENTILATION: CRAY4L SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE UNVERFLOOP AREA F4ALLS. SUCH OPENIN&S SHALL HAVE A NET AREA OF NOT LE55 THAN 1 SOFT FOR EACH 150 SOFT OF UHVFRFLOOR AREA, ONE VENTILATION OPENING SHALL BE LOCATED MITHIN S'Of EACH CORNER OF THE BUILDING. OPENIN65 SHALL BE LOCATED 50 AS TO PROVIDE CRO55 VENTILATION. FOUNDATION VENTS: SHALL BE C.OVEPEP Y41TH CORROSION-RE515TANT)MRIE MESH Y41TH OPENINGS NOT LESS THAN I /8"AND NOT TO EXCEED 1/4"IN DIMENSION. CRC R405. SEE IN.UJNOTFS FOR PROPERTIES LOCATED IN A INILD-LAND URBAN INTERFACE. FOUNDATION ACCESS: PROVIDE CRANL SPACES r1tTH A MINIMUM Of I AC _ESS r OPENING. If ACCESS 15 THROUGH THE FLOOR IT SHALL NOT BE LE55 THAN 1 5"15Y 24'. IF THROUGH A PERIMETER Y`IALL IT SHALL NOT BE LESS THAN WEY 24". CRC R405.4. SLAIES-ON-ORAIDE: PROVIDE A 6 -MIL POLYETHYLENE VAPOR RETARDER I?qITH JOINTS LAPPED NOT LE55 THAN 6'5ETMEEN THE BASF COURSE OP, 5U56RACE 4 THE CONCRETIEFLOOR51-AS. CRCR506.2.5. VINVERFLOOR CLEANOVTS: SHALL BE LOCATEP INITHIN 20'OF CRAriL SPACE ACCESS. ISARAISE: PMELL11,16/&ARA615 ANP/OR CARPORT SEPARATION: A. FROM THE RE51DENCE AND ATTICS: NOT LESS THAN 1/2"rYP5UM BOARD OR EQUIVALENT APPLIED TO THE &ARA6Z SIDE. 5. FROM ALL HABITABLE ROOMS ABOVE THE 6ARA&E OR CARPORT: NOT LESS THAN 5/5'TYPE X GYPSUM 5OARD OP. EQUIVALENT. C.. STRUCTURE(S) SUPPORTING FLOOR/CEILIN& ASSEMBLIE5 USED FOP. SEPARATION REOUIREP BY THIS SECTION: NOT LE55 THAN 1/2"&YPSUM BOARD OR EOUIVALENT. P. &ARA6155 LOCATED LE55 T14AN S'FROM A PriELLIN6 UNIT ON THE SAME LOT: NOT LE55 THAN 1/2* GYPSUM 5OARV OR EOUIVALFNT AFFLIEP TO THE INTERIOR SIDE OF EXTERIOR VIALLS THAT ARE IrIITHIN THIS AREA. HABITABLE SPACE ABOVE: ABOVE A 6ARA61! MUST BE SEPARATED BY 5/5' TYPE X GYPSUM BOARD. CRr, TABLE R502.6 DOORS: DOORS BETIOMEN THE V104ELLING 4 GARAGE TO BE 1 5/6" THICK, SOLID CORE P4000,50LID CORE STEEL, HONEYCOMB CORE STEEL, OP, A COOP, Y41TH A 20 MINUTE FIRE PROTECTION RATINIS, AND 15E SELF-CLOSIN6 4 SELF-LATCHIN6. EXCEPTION: 6ARA(5ES THAT HAVE FIRE SPRINKLERS NEED ONLY BE SELF-CLOSINS 4 5ELF-LATCHIN6. OPCR302.5.1. POOR FROM (9ARA6E TO 13EI:IROOM: NO OPENINC55 ARE PERMITTED FROM 6ARA&E DIRECTLY INTO A ROOM USED FOR SLEEPING. CRC 302.5.1 STAIRS: ENCLOSED ACCES519LE AREAS UNDER STAIRS SHALL BE CIOVEREP BY 1/2'r.YP5UM BOARD. CRC TABLE R302.6 DUCTS: DUCTS, IN THE 6ARASE THAT PENETRATE THE SEPARATION MUST BE A MINIMUM OF 26 OAUrE STEEL r4ITH NO OPENINGS IN THE 45ARA(SE. R902.5.2. SUIPPORTINO ELEMENTS: SUPPORTING ELEMENTS OF SEPARATION ARE NO LON6ER REOUIREV TO BE PROTECTED. OARA&F POOP.; HOLD GARAGE FLOOR BAC K 50 THAT POOP, LANDS ON APRON 914"ISFILOYi GARAGE FLOOR. 6ARAOE POOR OPENER: SHALL BE LISTED IN ACCORDANCE YVTH UL 3 2 S. CRO R50q.4. OAPA6F POOP, OPENING: FINISHED OPENING TO BE 1"5HORTER. IN HEI&HT 4 2' NARROY4ER THAN MPTH OF GARAGE POOP, SIZE. PROVIDE SOLID BLOCKING AT CENTER OF POOP. FROM HEADER TO A MINIMUM OF 14"ABOVE TOP OF DOOR. OARACSIE FJ -009: THE FLOOR. SHALL BE SLOPE TO FACILITATE THE MOVEMENT OF LIQUIDS TO THE FRONT POOP, CIRC, RSO11. 1. EV CAPABILITY: A LISTED RACEV4AY SHALL BE INSTALLED TO ACCOMMODATE A DEDICATED 205/240 -VOLT BRANCH CIRCUIT ORIOINATIN& AT THE MAIN SERVICE OR SUB PANEL 4 SHALL TERMINATE INTO A LISTED CA5IMET, BOX OR OTHER ENCLOSURE FOR THE FUTURE INSTALLATION 4 USE OF ELECTRIC VEHICLE (EV) CHARGERS. THE RACE104AY SHALL NOT BE LE55 THAN VINSIVE DIAMETER I SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL ANV/OR SUIEPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 -AMP MINIMUM BRANCH CIRCUIT. THE RACEP4AY TERMINATION LOCATION SHALL BE PERMANENTLY AND V151SLY MARKEP AS "EV CAPABLE". CcSBr_ 4.106.4.1 jr(ATERSOFTNEA5: PROVIDE 5/4'PIPE CONNECTION. ,CFr, 6 1 1.4. 0LAZIN6: HABITABLE ROOMS: EXTERIOR GLAZED OPENINGS FOP. NATURAL LISHTIN(S SHALL BE A MINIMUM OF 5% OF THE ROOM FLOOR AREA. ARTIFICIAL LI0HTIN* MAY BE USED, IN LIEU OF NATURAL LI(SHTIN(S. CRC RSOS. I OPENABLE VENTILATION AREA SHALL BE 496 OP, MORE OF THE ROOM FLOOR AREA. IF LIEU OF EXTERIOR OPENING$, A MECHANICAL VENTILATION SYSTEM MEETING CMr, REQUIREMENTS MAY BE PROVIDED. r-RC.R.505.1 NEXT TO DOORS: SAFETY GLASS 15 REQUIRED VNIHEN ri[THIN A 24- ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION. R306.4.2. SAFETY 6LA59 19 REQUIRED IF ALL OF THE FOLLOV411,16 CONDITIONS ARE MET: 1.) EXPOSED AREA OF INDIVIDUAL PANE IS LARGER THAN q SQUARE FEET; 2.) THE BOTTOM EDGE 15 LE55 THAN 1 15"ABOVE THE FLOOR; 5.) THE TOP EDGE 19 MORE THAN 5 6- ABOVE THE FLOOR; 4.) A rNIALKING SURFACE 15 V41THIN 5 &"FROM THE GLAZING MEA5UREP HORIZONTALLY IN A STRAIGHT LINE. ORC, 505.4.5 SAFETY &LA5515 REQUIRED AT GLASS IN 104ALLS, ENCLOSURES OR FENCES CONTAINING OR. FACING HOT TUES. SPAS, ViHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS. 5HOr,1ER5 4 INDOOR OF, OUTDOOR POOLS Y,IHERE THE BOTTOM EDGE OF THE GLASS 19 MTHIN 60"MEASURED VERTICALLY ABOVE A 5TANVIN(S OP, ViALKINO SURFACE. CRC, 306.4.5. OREEN PLANNIN& 4 DESI&N: DURING CONSTRUCTION, ONE OP MORE OF THE FOLLOMNO MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOOVIN& OF THE ADJACENT PROPERTY, PREVENT EROSION I RETAIN SOIL RUNOFF ON THE SITE: 1.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM F4ATEP ON SITE. 2.) YNIHERE STORM r4ATFR IS CONVEYEV TO A PUBLIC DRAINAGE SYSTEM, COLLECTING POINT, GUTTER OP. SIMILAR DISPOSAL METHOD, riATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM YNIATTLE OP. OTHER MET1400 APPROVED BY THE ENFORCING AGENCY. S.) COMPLIANCE)NITH A LAYSIFUL ENACTED STORM ViATER MANAGEMENT ORDINANCE. 4.) METHODS TO MANAGE SURFACE riATER INCLUDE: Sr4ALE5, riATER COLLECTION 4 DISPOSAL SYSTEMS, FRENCH DRAINS, ViATER RETENTION GARDENS 4 OTHER ViATER MEASURES riHICH KEEP SURFACE 104ATER AriAY FROM BUILDINGS 4 AID IN &ROUNDYqATER RECHAR&E. HEATIN& 4 COOLINO: HVAC 5YSTEM5 INSTALLERS: MUST BE MAIMED 4 CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS. C&IBC "702. 1. PURIM& ROUOH INSTALLATION OP. STORAGE ON SITE 4 UNTIL FINAL STARTUP OF THE HEATING 4 COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED MTH TAPE, PLASTIC, SHEET METAL OR. OTHER METHODS. HFATIN6� PY41ELLING UNITS SHALL BE PROVIDED r4ITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 65 AT A POINT S'ABOVE THE FLOOR 4 2'FROM EXTERIOR ViALLS, IN ALL HABITABLE ROOMS. PORTABLE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE r4lTH THIS SECTION. CpC 503.q. FORCED AIR UNIT: ATTACHMENT; INSTALL PER HVAC CONNECTION DETAIL. ,ATTIC, PASSAGErlAY: PROVIDE UNOBSTRUCTED, SOLID FLOOR NOT LESS THAN 24". THE ATTIC, FURNACE ACCESS SHALL NOT EXCEED 20'FROM THE ATTIC, ACCESS OPENING IF THE CLEARANCE HEIOHT 15 LE55 THAN VIN HEIGHT. CMC SECTION qO4.11.2. PROVIDE MINIMUM S0*X5O"X50'HI6H riORKIN& SURFACE IN FRONT OF SERVICE SIDE OF F.A.0 CONDENSATION DRAIN PAN: PROVIDE A V4ATEIRTI(5HT CORROSION -RESISTANT METAL PAN BENEATH THE F.AU. V41TH NOT LESS THAN A 5/4"PIAMETER DRAIN TO AN APPROVED LOCATION. CFC 507.4.4 CMC 5 12.2. CRAIN PAN: FOR PROPANE F.A.U.'s PROVIDE DRAIN PAN AS PER CMIC SECTION 505.1.1 To PROVIDE FOP, REMOVAL OF UNBURNED GAS. 5ERVICEP15CONNECT: 4 PROVIDE 220v ELECT. DISCONNECT 41 1 Ov PROTECTED SERVICE RECEPTACLE VTTHIN 2 5'. CMC, 5 1 0. 1. HVAC, COMPF14511,10, UNIT: C NP ­ONCRETIEPAPOR APPROVED BASE EXTENVIN6 S"OR MORE A50VE 61ZOU LEVEL. SERVICE P15CONNECTi PROVIDE 220v ELECT. DISCONNECT MTHIN 25, F4/ 30'XBO' CLEAR V4ORK5PACE t 1 1 Ov)NP OFC1 PROTECTED SERVICE RECEPTACLE V41THIN 25'. C,EC 2 1 0.63 4 CMC 3 I 0. 1. IRRIISATION SYSTEMS: OUTDOOR IRRIGATION CONTROLLIEP.5i CSSC 4.504. 1; AUTOMATIC IRRISATION SYSTEM CONTROLLERS FOR LANDSCAPIN6 PROVIVEID BY THE BUILDER 4 INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY P41TH THE FOLLOINtN&: A CONTROLLERS SHALL BE Y4EATHER- OP, SOIL MOSTURE-SA5EV CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS Y4EATHER CONDITIONS CHANGE. IS Y41EATHER-BASEV CONTROLLERS MTHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOP, LOGAL RAINFALL SMALL HAVE A SEPARATE PtIREP OR Y41RELE55 RAIN SENSOR MHICH CONNECT5 OP. COMMUNICATES Y41TH THE CONTROLLER(S). SOIL MOISTURE-BASEP CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SEN50R INPUT. KITCHEN 4 DININCv: ISLAND SINKS: SPECIAL VENTING 15 REQUIRED. SEE r -P6, SECTION 1,10,11. KITCHEN FAUCETS: FLOrt RESTRICTED TO 1.6 &PM @ 60 PSI. TEMPORARY INCREASE TO 2' 2 GPM ALLOPMED BUT SMALL DEFAULT TO 1.5 GPM. COBC 4.505.1.4.4 IREFRIOERATOR. SPACE: PROVIDE 104ATER HOOKUP. EXHAUST DUCTS: RANGE VENTS SHALL BE EGUIFFEI:) MTH BACK -DRAFT DAMPERS VENTED TO OUTSIDE OF THE BUILDING. CMC, 504.1 FLOOR COVERING: 5EE'NOTES", FLOOR COVERIN6 FOR AVVrrI0NAL INFORMATION. LANDINGS: LANVIN65: THE LANDING AT AN EXTERIOR POORr4AY SHALL NOT BE MORE THAN 1.5' SELOY4 THE TOPOF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OP, SCREEN POOP., DOES NOT 510,1114e OVER THE LANDING. CRC, RS 1 1.5.2. PROVIDE 56"MINIMUM LANDING AT ALL EXTERIOR DOORS. SEE -NOTES', E6RESS FOP, ADDITIONAL INFORMATION. HANPRAII-5: PROVIDE HANDRAILS ON AT LEAST (1) SIDE OF STEPS MTH (4) OR MORE RISERS. Cc R51 SEE -NOTES-, STAIRS, LANDINGS 4 &UARVS FOR, ADDITIONAL INFORMATION. OUARCS: WARPS ARE REOUIRIED FOR. V4ALKIN6 SURFACES LOCATED MORE THAN 50* ABOVE ADJACENT GRACE. CRC, RS 12.1.1. SEE *NOTES'. STAIRS, LANDINGS 4 GUARDS FOR APPITIONAL INFORMATION. LAUNDRY ROOM: DRYER EXHAU5Ti 1.) PROVIDE 4'MIIIL EXHAUST DUCT TO OUTSIDE AIR V4ITH BACK-PRAFT CAMPER, MAXIMUM LENGTH FOR THE DRYER EXHAUST DUCT 15 14'104/ 2 ELSO1049. CMC, 504.1.2. 2.) DRYER. VENT TO TERMINATE 3 6* MIN. FROM ANY ININVOY4 OPENING. S.) TERMINATE NOT LESS THAT S'FROM PROPERTY LINE OF BUILDING OPENINGS. 4.) PROVIDE 1 00 50 INCHES OF VENT 0 LAUNDRY ROOM POOP., EXCEPT FOP, THE FOLLOY411,16: WTALL LAUNDRY ROOMS OF 214 SOFT OR MORE; WTALL LAUNDRY ROOMS OF 1 q5 SOFT OR MORE; I O'TALL LAUNDRY ROOMS OF 11 5 SOFT OP. MORE. CONFINED SPACES 4 CLOSETS: PROVIDE I 00 50 INCHES OF VENT 0 LAUNDRY ROOM POOP, IN ROOMS LE55 THAN VISO CU FT. (TYPICAL DRYER 15 55,000 BTU/H I REOVIRES 11 50 CU FT OF COMBUSTION AIR SPACE.) EXHAUST DUCTS: TERMINATE OUTSIDE OF THE SUILVIN& ri/ BACK -CRAFT DAMPERS. FLOOR COVIERIN(5� SEE -NOTES, FLOOR COVERING FOR ADDITIONAL INFORMATION. MHOLIE BUILDING VENTILATION: 5EE'NOTE5", riHOLE BUILDING VENTILATION FOP. ADDITIONAL INFORMATION. LE&ALREGUIREMENTS: PERMIT ON SITE: A COPY OF THE BUILVIN6 PERMIT MUST BE KEPT ON SITE UNTIL THE IrIORK 19 COMPLETED AND A FINAL INSPECTION HAS BEEN MADE. (SEC. 1 05.1) I-OINE5T FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION CERTIFICATE 15 RECUIRED AFTER PLACEMENT OF THE LO"EST FLOOR BEFORE PROCEEDING V41TH CONSTRUCTION ABOVE. SEE *NOTES", FLOOD ZONE FOR ADDITIONAL INFORMATION. LIC7HT 4 VENTILATION- 1.16HT-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 r4INVOY4S, COORS, LOUVERS OP, OTHER APPROVED, OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED MITH READY ACCESS OP, SHALL OTHERV4191! BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENA5LE AREA TO THE OUTDOOR$ SHALL BE 48 OF THE FLOOR. AREA BEING VENTILATED. CRC R50a. ADJOINING ROOMS: FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REOUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM r4HEN AT LEAST 5096 OF THE AREA OF THE COMMON VNIALL 15 OPEN AND UNOBSTRUCTED ANP PROVIDES AN OPENIN& OF NOT LESS THAN 1 / 1 0 OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LE55 THAN 25 SQUARE FEET. LOCATION ON LOT: 1 J EXCEPT 1,4HERE ZONING REGULATIONS ARE MORE RESTRICTIVE, ANY EXTERIOR ViALL OF A VNELLINC, MUST BE AT LEAST 1 O'FROM THE PROPERTY LINE UNLESS IT 15 AT LEAST ONE-HOUR FIRE-RESISTANT CONSTRUCTION. 2.) MIMPONS I OPENINGS: THE AREA OF UNPROTECTED 4 PROTECTED Y41NDOINS 4 OTHER EXTERIOR 104ALL OPENINGS 15 NOT LIMITED, PROVIDED THE DISTANCE TO THE PROPERTY LINE 15 &REATER THAN 5'. 5.) Y41NVOY45 4 OPENINGS: F4INVOr45 4 OTHER. OPENINGS GREATER THAN 5 FEET BUT NOT MORE THAN VFROM THE PROPERTY LINE ARE LIMITED IN AREA TO 25% OF THE VNIALL AREA. 4.) Y41NOOPNS 4 OPENINGS: )NINVOYNIS 4 OTHER OPENINGS ARE NOT PERMITTED V41THIN 5' OP. LESS OF THE PROPERTY LINE. 5.) ANY EXTERIOR 1,4ALL OF A DETACHED GARAGE OR OTHER GROUP U OCCUPANCIES MUST BE AT LEAST 5'FROM THE PROPERTY LINE UNLE55 IT 19 OF AT LEAST ONE-HOUR FIRE-RFSISTANT CONSTRUCTION. ININVOPSIS 9 OTHER OPENINGS ARE NOT PERMITTED P41THIN 5 FEET Oft LESS OF THE PROPERTY LINE. &J ONE-HOUR FIRE-RESISTANT CONSTRUCTION INCLUDES THE FOLLOY411,16: A. EXTERIOR PLASTER OVER. METAL OP, HIRE LATH ON THE OUTSIDE 4 5/5" TYPE X GYPSUM INALLBOARV ON THE INSIDE. S. THREE-FOUPTHS-Mr-H PROF 51VIN6 OVER 1/2"6YP5UM SHEATHING ON 2"x 4" )NOOP STUDS AT 1 b"c.1c. ON EXTERIOR, SURFACE r,1ITH INTERIOR SURFACE TREATMENT AS SPECIFIED IN ITEM 1. GYPSUM SHEATHING NAILED r4ITH I 314'BY NO ' 1 1 OA&E BY 'T/ 1 &'HEAD (SALVANIZED NAILS AT W c1c. SIDING NAILED MTH '7d GALVANIZED SMOOTH BOX NAILS. C. ADDITIONAL ASSEMBLIES FOR FIRE-IRESSTANC.E-RATEP r4ALL A55EMBLIE9 ARE LOCATED IN TABLE '120.1(2). (SEC. 20. 1) 1.) k4ALLS PERPENDICULAR TO THE PROPERTY LINE ARE NOT RE(SULATIED. 6.) PROJECTIONS ARE LIMITED BASEP ON LOCATION OF EXTERIORMALL 4 Y4HETHER OPENINGS ARE EITHER RESTRICTED OR NOT PERMITTED. cl.) PROJECTIONS ARE NOT PERMITTED TO EXTEND ANY CL05ER TO THE PROPERTY LINE: MORE THAN 1/5 THE DISTANCE INHERE OPENING$ ARE REQUIRED TO BE PROTECTED, OR; MORE THAN 12" r4HERE OPENINGS ARE NOT PERMITTED. OF` f -RATION 4 -MAINTENANCE MANUAL: 1.)OF'ERATAON4t4AAMT-FNANCr=MANVAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, YiE5-BASFD REFERENCE OR OTHER MEDIA ACICEPTABLE TO THE ENFORCING AGENCY Y4HICH INCLUDES ALL OF THE FOLLOV411,16 SHALL BE PLACED IN THE BUILDING: A. DIRECTIONS TO THE OY4NER OP, OCCUPANT THAT THE MANUAL SHALL REMAIN NITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. B. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLO)NINS: 1) EOVIPMENT 4 APPLIANCES, INCI-VOINS, V4ATER-SAVIN& PEVICE5 4 SYSTEMS HVAC. SYSTEMS, Y4ATEP.-HEATIN(5 SYSTEMS 4 OTHER MAJOR APPLIANCES EQUIPMENT. 2) ROOF 4 YARD DRAINAGE, INCLUDING 6VTTFR9 4 VOViNSPOUTS. 5) SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS 4 Alit FILTERS. 4) LANDSCAPE IRRIGATION SYSTEMS. 5) riATER REUSE SYSTEMS. 2.) INFORMATION FROM LOCAL UTLITY,)NATER 4 ViASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUVINO RECYCLE PROGRAMS 4 LOCATIONS. 5.) PUBLr_ TRANSPORTATION ANV/OR CARPOOL OPTIONS AVAILABLE IN THE AREA 4.) EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY SETr,IEEM 90-60 PERCENT I V4HAT METHODS AM OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 5.) INFORMATION ABOUT MATER-CONSERVINC, LANDSCAPE 4 IRRI&ATION DESIGN I CONTROLLER5 IoNHICH CONSERVE ViATER. 6.) INSTRUCTIONS FOR MAINTAINING GUTTERS 4 DOsNNSPOUTS 4 THE IMPORTANCE OF VIVERTIN6 )NATER AT LEAST VAF4AY FROM THE FOUNDATION. -7.) INFORMATION ON REOUIREP ROUTINE MAINTENANCE MEASURES, INCLUVIN6, BUT NOT LIMITED TO, CAULKING, PAINTING, (SIRADING AROUND THE 5UILVIN(S, ETC. 6.) INFORMATION ABOUT STATE SOLAR ENERGY 4 INCENTIVE PROGRAMS AVAILABLE. q.) A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REOUIREP BY THE ENFORCING AGENCY OR THIS COVE. :TEVE SCHUSTER HUSTER HOMES, INC. (530)8-14-05-14OFFICI! (550P370-6400CELL EMAtLACCRESS: Sd9hC09@M5Nf0m PLUMBINIS: H05E SOME: INSTALL NON-REMOVASLE BACKPLOY4 PREVENTION DEVICES. CPC 603.5.1. REMODELS: FOR ALTERATIONS OR, IMPROVEMENTS TO SINGLE-FAMILY RESIDENCES, AS A CONDITION FOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL, THE PERMIT APPLICANT SHALL REPLACE ALL NON-COMFLIANT PLUMBING FIXTURES INITH riATER-CONSERVING PLUMBING FIXTURES. CA SENATE BILL 4017. r4ATFR SOFTHER5: PROVIDE 5 14* PIPE CONNECTION. CPC b 1 1.4. RODENT FROOFIN6: RODENT FROOFINr­ ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OP, OTHER OPENINGS IN 5OLE/50TTOM PLATE5 AT EXTERIOR r4ALL5 SHALL 5E PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS V41TH CEMENT MORTAR, CONCRETE MA50NRY OP, A SIMILAR METHOD ACCEPTABLE TO THE ENFORCINr. AGENCY. (.69C, 4.406 ROOF 4 OEILINI57: 1.) RADIANT BARRIER SHEATHING: 104HEN RADIANT BARRIER 5HEATHINS IS REOUIRED, THE RADIANT EARPIER SHALL ALSO BE INSTALLED ON ALL VERTICAL SURFACES ANP 6ABLE ENV V4ALLS IN THE ATTIC. 51TE ADDRESS: 1 J BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING ]IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST V41TH THEIR BACK6ROUNP. 2.) ADDRESS NUMBERS SHALL 15E ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4')NITH A MINIMUM STROKE V410TH OF 1/2* i 5.) NHIERF AC,ICESS 19 BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEr15P FROM THE PUBLIC MAY, A MONUMENT, POLE OP, OTHER SIGN OR, MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. SMOKE/C.O. ALARMS: SMOKE ALARMS: 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOV,111,16 LOCATIONSt A. IN EACH SLEEPING ROOM. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 2.) V41HEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED Y4ITHIN AN INDIVIDUAL VINELLIN6 UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM Y41LL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 5.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POF45F. FROM THE BUILDING 1,41RINS PROVIPEC THAT SUCH MIRING 15 SERVED FROM A COMMERCIAL 50UPICE ANV SHALL BE FOUIPPEP V41TH A BATTERY BACKUP. CRC, RS 14.4. EXCEPTIONS: SMOKE ALARMS ARE PERMITTED TO BE 50LELY BATTERY OPERATED IN EXISTING SUILPINSS F4HERE NO CONSTRUCTION 19 TAKING PLACE. CARBON MONOXIDE ALARMS: 1.) FOR NEY4 CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN PMELLIMS, UNITS AMP IN SLEEPING UNITS P41THIN 104HICH FUEL-BURNINC, APPLIANCES ARE INSTALLEP ANV IN DY41ELLIN6 UNITS THAT HAVE ATTACHED GARAGES. 2.) F4HERE A PERMIT IS REQUIRED FOP, ALTERATIONS, REPAIRS OR. ADDITIONS EXCEEDING ONE THOUSAND DOLLARS I'S 1,000), EXISTING PriELLINOS OP. SLEEPING UNITS THAT HAVE ATTACHED &ARA&E9 OP, FUEL-BURNIM(5 APPLIANCES SHALL BE PROVIDED MITH A CARBON MONOXIDE ALARM IN ACCORDANCE F41TH SECTION RS I S. 1. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC PYiELLIN& UNIT OR SLEEPING UNIT FOR 104HICH THE PERMIT riAS OBTAINED. 5J SINGLE- AND MULTIPLE -STATION CARBON MONOXIDE ALARMS SHALL BE L15TED AS COMPLYING VVTH THE REQUIREMENTS OF UL 2034. CARBON MONOXIDE DETECTORS SHALL BE L15TED AS COMPLYINC, 10411TH THE REOUIREMFNT5 OF UL 2015. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE INITH THIS COVE, THE CURRENT EDITION OF NFFA'720'5TAMPAp1v FOP, T14E INSTALLATION OF CARBON MONOXIDE (CO) DETECTION ANIP 104ARNINC, EQUIPMENT` AN17 THE MANUFACTURERS INSTALLATION INSTRUCTIONS. OTHER CAR50N MONOXIDE ALARM AND DETECTION DEVICES AS RECOGNIZED IN NFPA"720 ARE ALSO ACCEPTABLE. 4.) CAR50H MONOXIDE ALARMS REQUIRED BY SECTIONS R515.1 AND R515.2 SHALL BE INSTALLED IN THE FOLLOYIINC, LOCATIONS; CR6 R3 1 S. A. OUT51DE OF EACH SEPARATE DY4ELLIN6 UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM($). B. ON EVERY LEVEL OF A PV4ELLINr, UNIT INCLUDING BASEMENTS. STAIR5, HANDRAIL5 4 OUARDS: STAIR r4IVTH: STAIR104AYS SHAL.L NOT BE LESS THAN 56* IN CLEAR Y411:1TH AT ALL POINTS A50VE THE PERMITTED HANDRAIL HEIGHT 4 SELOV4 THE REQUIRED HEADROOM HEIGHT. HANDRAII-5 SHALL NOT PROJECT MORE THE 4.5"ON EITHER SIDE OF THE STAIRNAY 4 THE MINIMUM CLEAR INIDTH OF THE 5TAIRI`4AY AT 4 BELOIN THE HANDRAIL HEIGHT, INCLUDING TREAC5 4 LANDINGS, SHALL NOT BE LESS THAN 5 1.5* r4HERE A HANDRAIL 15 INSTALLED ON I SIDE 4 2"FNIHERE HANDRAIL$ ARE ON BOTH SIDES. CIRC R51 1.1. 1. SPIRAL STAIRV4AYS IN ACCORDANCE V41TH IRS 1 1..1 0. 1. STAIR HEADROOM: THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRY41AY SHALL NOT BE LF55 THAN 50"MEASUREP VERTICALLY FROM THE SLOPED LINE APJOININrl THE TREAD NOSING OP, FROM THE FLOOR SURFACE OF THE LANDING ON THAT PORTION OF THE STAIRr4AY. CRCS 1 1..2. EXCEPTION: P4HERE THE NOSING OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE EPOE OF A FLOOR OPENING THROUGH Y41-11CH THE STAIR PASSES, THE FLOOR OPENING 15 ALLOINEP TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM A MAXIMUM OF 4. 5. VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'OETrIEEN FLOOR LEVELS OR LANDINGS. CRCS 1 1..3. ViALKLINE: THE r4ALKLINE ACROSS ININPER TREADS SHALL BE CONCENTRIC TO THE DIRECTION OF TRAVEL THROUGH THE TURN AND LOCATED 12"FROM THE SIDE 1,41HERE THE r4INDER5 ARE NARROY41ER. THE 12"VIMEN51ON SHALL BE MEASURED FROM THE VqCEST POINT OF THE CLEAR STAIR r4IVTH AT THE ViALKING SURFACE OF THE 104INVER. IF MNDERS ARE ADJACENT MTHIN THE FLIGHT, THE POINT OF THE V4IDE5T CLEAR STAIR IrIIVTH OF THE ADJACENT SHALL BE USED. CRC 5 1 1..4. TREADS I RISERS: STAR TREADS AND RISERS SMALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSE OF THIS 5ECTION. ALL PIMEN51ONS ARE EXCLUSIVE OF CARPETS, RUOS OP, RUNNERS. CRC 51 1.1.5. R15ER HE16HT: THE MAXIMUM RISER HEIGHT SHALL BE 'I 9/4". THE GREATEST RISER. HEIGHT $HALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8" ' R15ER5 SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD AT AN ANGLE NOT MORE THAN SO'FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDING THAT THE OPENIN& SETY41FIEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4* DIAMETER SPHERE. EXCEPTION, THE OPENING BETY,115EN ADJACENT TREAD515 NOT LIMITED ON STAIRS V41TH A TOTAL RISE OF 50* OR LESS� TREAV DEPTH: THE MINIMUM TREAD DEPTH SHALL BE 1 0* ' THE TREAD DEPTH 15 MEASURED HORIZONTALLY BETIONIEEN THE VERTICAL PLANES Or THE FOREMOST PROJECTION OF ADJACENT TREADS 4 AT A RIGHT ANGLE TO THE TREADS LEAVING EDGE. THE (SREATEST TREAD DEPTH VIITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/5*. CRC3 1 ININVER TREADS: VNIINVER TREADS $HALL 14AVE A MINIMUM TREAD DEPTH OF 1 O" MEASURED BETAEEN THE VERTICAL I'LANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTION MITH THE F41ALKLINE. IANIINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6"AT ANY POINT MTH THE CLEAR 104IDTH OF THE STAIIR. T14E &REATIEST TREAD DEPTH INITHIN ANT FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/5*. CONSISTENTLY SHAPED 104INVERS AT THE Y41ALKLINE SHALL BE ALLOr,1EP MTHIN THE SAME FLIGHT OF 5TAIR5 AS REGULAR TREAV5 4 DO NOT HAVE TO BE MTHIN 515* OF THE RECTANGULAR TREAD DEPTH. CRO 51 1.7.5.2. 1. HOSINGS: THE RADIUS OF OURVATURE AT THE NOSING SHALL BE NO GREATER THAN q/ 1 6". A NOSING NOT LESS THAN 5/4'BUT NOT MORE THAN 1.25'SHALL BE PROVIDEP ON STAIRV4AY5 r4ITH SOLID RISERS. THE GREATEST N05IN6 PROJECTION SHALL NOT EXCEP THE SMALLEST BY MORE THAN 5/6* BETMEEN 2 STORIES, INCLUDING NOSING AT THE LEVEL OF FLOORS AND LANDINGS. EXCEPTION: A NOSING IS NOT REOUIREP INHERE THE TREAD DEPTH 19 A MINIMUM OF 1 1'. CRC 5 I EXTERIOR P40OD/PLASTIr, COMPOSITE STAR. TREADS: SHALL COMPLY V41TH CRC 5017.5. STAIRy4AY I.ANVIN455: THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 5TAIRMAY. THE MINIMUM MPTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE INIVTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECA1,16LE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE r4ALKLINE 4 THE TOTAL AREA 19 NOT LESS THAN THAT OF A QUARTER CIRCLEMTH A RADIUS EQUAL TO THE REQUIRED LANVIN6 Y41DTH. YiHERE THE STAIR104AY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL NOT BE LESS THAN 5 6* EXCEPTION: A FLOOR OP, LANVIN6 15 NOT REQUIRED AT THE TOP OF AN INTERIOR, FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, MOVIDEV A DOOR C70ES NOT SrVN& OVER THE STAIRS. 51 1..6. STAIRV4AY VNIALKIN6 SURFACE: THE ViALKINC, SURFACE OF TREADS 4 LANDINGS OF 5TAIRF4AYS SHALL BE SLOPED NO STEEPER THAN 1 UNIT IN 45" HORIZONTAL (2% SLOPE). r-Rcla 1 1.17.1. HANIVRAILS: HAN1:1RAILS SHALL BE PROVIDED ON AT LEAST 1 SIPE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT V41TH 4 OR MORE RISERS. CIRC 3 1 HANDRAIL HEIGHT: HAN12RAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OP. FINISH SURFACE OF RAMP SLOPE, SHALL NOT 13E LE55 THAN 3 4'4 NOT MORE THAN 5 5. EXCEPTIONS: 1.) THE USE OF A VOLUTE, TURNOUT OP. STARTING EASING SHALL BE ALLOY41ED OVER THE LOY4E5T TREAD. 2.) 104HEN HANDRAIL FITTIN65 OP, BENDIN69 ARE USED TO PROVIDE CONTINUOUS TRANSITION BMTY4EEN FLIGHTS, TRANSITIONS AT 1,4INVER TREADS, THE TRANSITION FOR HANDRAIL TO (SUARPRAIL, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR SENVINCSS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHTS. CIRC S 1 1..5. 1. CONTINUITY: HANPRAILS FOR STAIRViAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POPINT DIRECTLY ABOVE THE TOP RISER. OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOYNIEft RISER OF THE FLIGHT. HANDRAIL5 ENDS SHALL BE RETURNED OR SMALL TERMINATE IN NE104151- POSTS OF, SAFETY TERMINALS. HANDRAIL$ ADJACENT TO A YNIALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.5'BFTY4EEN THE 1041ALL 4 HANDRAILS. EXCEPTIONS: 1 J HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A MEr4EL POST AT THE TURN. 2.) THE USE OF A VOLUTE. TURNOUT. STARTING EASING OR STARTING NEV4EL IS ALLO)NED OVER THE LOViEST TREAD. CRC 3 1 1..15.2. ORIP SIZE: ALL REQUIRED HANDRAIL$ SHALL BE OF I OF THE FOLLOY411,16 TYPES OR PROVIDE EGUIVALENT 6RASPAMILITY: TYPE 1: HANPRAILS P,11TH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF A LEAST 1.2 S' 4 NOT GREATER THAN 2". IF THE HANDRAIL 19 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4"4 NOT GREATER THAN 6.25"IAUTH A MAXIMUM CRO55 SECTION OF DIMENSION OF 2.25". EV(5E9 SMALL HAVE A MINIMUM RADIUS OF 0.0 1". TYPE 2: HANDRAILS, P41TH A PERIMETER 6REATER THAN 6.25'SHALL HAVE A SRASPABILITY FINGER RECESS ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL SF61N MITH A C715TANCE OF 3/4"MEA5UREP VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE 4 ACHIEVE A DEPTH OF AT LEAST 5/1 rVY41THIN '7/5* SELOIN THE Y41DEST PORTION OF THE PROFILE. THIS REGUIREP DEPTH SMALL CONTINUE FOP, AT LEAST 5/8'TO A LEVEL THAT 15 NOT LESS THAN 11. 5'BELOY4 THE TALLEST PORTION OF THE PROFILE. THE MINIMUM r4IVTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1.25" TO A MAXIMUM OF 2.15* EV&F5 $HALL HAVE A MINIMUM RADIUS OF 0.0 1 *. CRC 51 1.7.6.5. EXTERIOR 1041OOPIrLASTIC, COMPOSITE HAMPRAII-5: CIRC 3 1 1..6.4. SHALL COMPLY MITH CRO 501.9. ILLUMINATION: ALL STAIRS SHALL BE PROVIDED V41TH ILLUMINATION IN ACCORDANCE 1,41TH C.RC, 505.6. SPECIAL STAIRINAY5; SPIRAL STAIRY41AYS 4 BULKHEAD ENCLOSURE SHALL COMPLY V41TH ALL REQUIREMENTS OF CR6 51 1. EXCEPT A SPECIFIED SELOIN. SPIRAL 5TAIRKiAYS: SPIRAL 5TAIRY4AYS ARE PERMITTED, PROVIDED THE MINIMUM CLEAR r,110TH AT 4 ISELOV( THE HANDRAILS SHALL BE 2b'V4ITH EACH TREAD HAVING A '7.5"MINIMUM TREAD DEPTH AT 12"FROM THE NARROMER EDGE. ALL TREADS SHALL BE IDENTICAL, AND THE RISE SHALL BE NO MORE THAN -1.5. A MINIMUM HEADROOM OF 6--b- SHALL BE PROVIDED. CRC 5 1 1.. 1 0. 1. OUARPS - r4HERE REGUIRE12: GUARDS SHALL BE LOCATED ALONG OPEN SIDED riALKINO SURFACES, INCLUDING STAIRS, RAMPS, 4 LANDINGS. THAT ARE LOCATED MORE THAN 50 - MEASURED VERTICALLY TO THE FLOOR OR SRAVE BELOrA AT ANY POINT 1,41THIN 56* HORIZONTALLY TO THE ED&E OF THE OPEN SIPE. INSECT SCREENING SHALL NOT BE CONSIDERED A OUAR. CRC 5 1 2. 1. 1. &UARP5_-J4FI6HT: REQUIRED GUARDS SHALL BE NOT LESS THAN 42* HIGH MEASURED VERTICALLY ABOVE THE ADJACENT INALKIN& SURFACE, ADJACENT FIXED SEATING Olt THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: 1.) GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT LESS THAN SWIMEASURED VERTICALLY FROM A LINE CONNECTING THE LEAVING EDGE OF THE TREADS. 2.) r4HFRE THE TOP OF THE &UARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIPES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LEST, THAN 94"4 NOT MORE THAN 55'MEASURED VERTIC,ALLY FROM A LINE CONNECTING THE LEADING E06ES OF THE TREADS, CIRC 512.1.2. GUARD$ - OFVNINr, LIMITATIONS: REOUIREV SUARDS SHALL NOT HAVE OFFNIN(95 FROM THE V4ALKINC, SURFACE TO THE RFOUIREV GUARD HEIGHT INHICH ALLOY45 PA55A6E OF A 4*SPHMRE.rXCFPTIONS: IJ THE TRAINGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD 4 BOTTOM RAIL OF A GUARD, SHALL NOT ALLOr4 PASSAGE A b"5PHERE. 2J (5UARP5 ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS ViNICH ALLOY4 PASSAGE OF A 4 3/5'SPHERE. CRC 5 1 2. 1.3. MAX RAMIREZ -GOLDEN SUM VE516N - eNeR6YCALCS 22 1 bq SAMSON AVENUE,CORMING.CALIFORNIA -16021 PHONE: (530) 52 1 -242 CELL EMAILADDRESSt MAX0"diMmma-a0m UTILITIES: ELECT. SERVICE: (CONFIRM LOCATION) 1.) PROVIDE 300 AMP SERVICE, LOCATED AT LEAST 56"FROM THE NEAREST POOP. OR MINDOM 2.) CANNOT BE LOCATED ADJACENT TO A BEDROOM OR CLOSET. 3.) NO FOUNDATION OR ATTIC VENT INITHIN I a VERTICALLY AND VHORIZONTALLY. 4.) CENTER OF METER REAPOUT TO BE AT A HEIGHT OF 45"MINIMUM TO 75"MAXIMUM. GAS SERVICE: (CONFIRM LOCATION) 1.) PROVIDE AT LEAST 3 6'FROM GAS RISER TO ELECT. SERVICE. 2J NO F41NDOY4 OF. VENT 104ITHIN 56"HORIZONTALLY 4 1 O'VERTICALLY. INALLS: STONE VENEER OVER V400P STVV5 0 1 bm C -1c: 1. ATTACH 2 LAYERS OF NO. I 5 FELT, COMPLYING V41 ASTM P 22 b FOP, TYPE 1 FELT, To PROVIDE CONTINUOUS riATER-RESISTIVE BARRIER. 2. ATTACH 2*x2" 0.0625 INCH ZINC-C,OATEP OR NON-METALLIC COATED VURF MESH AJ ATTACHED ri/ 2'CORROSION-RESISTANT STEEL MRE FURRINCI NAILS AT 4"C/C PROVIDING A MIN. OF 1. 1 2 5'IFFNETRATION INTO EACH STUP 4 ri/ 6d ANNULAR THREADED NAILS AT Wcla INTO TOP 4 BOTTOM PLATES OP, ri/ EG. 104IRE TIES. B.) THERE SHALL BE NOT LESS THAN 0. I 055"ZINC-ICOATED OP, NONMETALLIC COATED MIKE, OR APPROVED EQUAL, ATTACHED TO THE STUD ril A MIN. OF AN 5d ANNULAR. THREADED MAIL FOR EVERY 2 SQUARE FEET OF STONE VENEER. TH15 TIE SHALL BE A LOOP NAVIN& LE65 NOT LESS THAN I S"IN LENGTH, 50 BENT THAT IT 104ILL LIE IN THE STONE VENEER MORTAR JOINT. C.) THE LAST 2'OF EACH VVRIE LEG SHALL HAVE A R16HT-ANrLE SEND. 5- VMIN. THICKNESS OF CEMENT GROUT SHALL BE PLACED BETViEEN THE SACKING I THE STONE VENEER. STONE VENEER OVER STEEL STUDS 9 1 Wclri 1. STEEL STUDS SHALL BE COLD -FORMED STEEL HAVING A MIN. BARE STEEL THICKNESS OF 0.0425'. 2. ATTACH 2 LAYERS OF NO. I 5 FELT, COMPLYING W ASTIM 0 226 FOR TYPE 1 FELT, TO PROVIDE CONTINUOUS r4ATER-RE515TIVE BARRIER. S. ATTACH 2'x2" 0.0625 INCH ZINC. -COATED OR NON-METALLIC, COATED F41RE MESH A.) ATTACHEDW CORROSION -RESISTANT 05 SELF-VIRILLIN0, TAPPING SCRE1,45 AT 4m c.1c. 4 AT 5"cic INTO TOP 4 BOTTOM TRAICK5 OR Vi/ EOUIVALENT rilRE TIES. 5.) ALL SCREF41S SHALL EXTEND THROUGH THE STEEL STUDS A MIN, OF 3 EXPOSED THREADS. C,J THERE SHALL BE NOT LESS THAN 0. 1 05 5'rORROSIONmRESISTANT NIRE, OR APPROVED EQUAL, ATTACHED TO THE STUP IN/ A MIN. OF A 05 SELF-PRILLING, TAPPING 5CREY4 EXTENDIN6 THROUGH THE STEEL STUD A MIN. OF 5 EXPOSED THREADS FOR EVERY 2 SQUARE FEET OF STONE VENEER. THIS TIE SHALL BE A LOOP HAVIN& LEGS NOT LESS THAN I WIN LENGTH, 90 BENT THAT IT Y41LL LIE IN THE STONE VENEER MORTAR JOINT. VJ T14E LAST 2"OF EACH VVIRE LEO SHALL HAVE A RI&HT-ANC51-15 SEND. 4. 1"MIN. THr-KNESS OF CEMENT OROUT SHALL BE PLACED BETINEEN THE BACKING 4 THE STONE VENEER. STUCCO 51PINr­ V4HEN THREE COAT STUCCO IS APPLIED OVER PLYY4000 SHEATHING, 2 LAYERS OF GRACE 0 PAPER F4HEN APPLIED OVER THE SHEATHING. CRC'103.6. STUCCO r4EEP SCREWS: INSTALL r4EEP SCREEDS 2'ABOVIE PAVED AREAS 4 4"ABOVE SOIL. NATER HEATERS: MATER HEATERS: PROVIDE THE FOLLOINING: I J UNOBSTRUCTED 120Y RECEPTACLE Y41TNIN 9. 2J CATEGORY III or IV VENT, OR TYPE 8 VENT rV STRAIGHT PIPE SETNEEN OUTSIDE TERMINATION I MHERE VNIATER HEATER IS INSTALLED. 5.) ViATER HEATERS CAPABLE OF lr.MtT]Nr, FLAMMABLE VAPORS LOCATED, IN A GARAGE MUST BE 1 WABOVE THE FLOOR. CMC 506. CPC 507.1 S. 4.) CONDENSATE PRAIN NO MORE THAN 2"HI6HER THAN THE BASE OF THE 1`4ATIEF. HEATER THAT ALLOV45 NATURAL DRAINAGE V41ITHOUT PUMP ASSISTANCE. SJ &AS SUPPLY LINE 10411 A CAPACITY OF AT LEAST 200,000 BTU/HR. PROVIDE SEISMIC. BRACINC, FOR Y41H AT LOCATIONS EOVAL TO THE TOP 4 BOTTOM I /S OF ITS VERTICAL DIMENSION. STRAP SHALL BE A MIN. OF 4* ABOVE CONTROLS. CFO 501.2. 'Id A PRESSURE 4 TEMPERATURE RELIEF VALVE TO OUTSIDE Y4/ UNTHREAVIED PIPE FACING PONNIA4ARV BETY41EEN &'TO 24"ABOVE GROUND POINTING 0010~4ARV. CIPC 608.5. 5.) HOT V4ATER SUPPLY PIPING 5/4'4 GREATER SHALL BE INSULATED. ClEr, 150.0 (J) 2 III q.) HOT ViATER PIPING SUPPLYING THE KITCHEN SHALL BE INSULATED. CEC 1 50.0 (J) 2 \11 I 0.) F,IHEN REOUIRED BY LOCAL BUILDING OFFICIALS: PROVIDE V,IATER HEATER PROTECTION P41TH (2) 45" X 4'STEEL PIPE (ANSI SCHEDULE 40) iMBEDDEV 12'INTO CONCRETE 12* VIA. x I 6"CEEP CONCRETE - FILL PIPE I,N/ CONCRETE. C.PC I 1.) INATFIR HEATERS IN CONFINED SPACES: PROVIDE 50 SQUARE INCHES OF SCREENED VENT 12'FROM TOP 4 MTHIN 12'OF BOTTOM. CIAC10 1.6 ATTIC MOUNTED TANKLE55 NATER HEATERS: CEC 150.0 (N) 1J PPOVIPE 24"50LIP PA55A6F)'41AY FROM ATTIC ACCESS TO 30"X30"VNIORKIN6 PLATFORM. 2.) PROVIDE 120v RECEPTACLE V41THIN V4 LIGHT NEAR THE UNIT)N/ A SyilTCH AT ENTRANCE TO PASSA,SE)NAY. CPC 508.4. SJ CATEGORY III or 1\1 ENT, OR TYPE B VENT Vi/ STRAIGHT PIPE BETY4EEN OUTSIDE TERMINATION 4 1,4HERE IrIATER HEATER 15 INSTALLED. 4J A CONDENSATE DRAIN THAT 19 NO MORE THAN 2"HI6HER THAN THE BASE OF THE INSTALLED r4ATER HEATER, ANP ALLONS NATURAL DRAIMIN6 )SITHOUT PUMP ASSISTANCE 5.) A &A5 SUPPLY LINE 10,11TH A CAPACITY OF AT LEAST 200,000 BTU/HR. 6.) A 1.5"PEEP INATER HEATER. PAN F4/ CRAIN TO OUTSIDE. Y4HOLE BUILDINO VENTILATION: VNIHOLE 5UILVINC, VENTILATION: A BATHROOMS OR LAUNDRY EXHAUST FAN, AS THE OUALIFYIN& Y4HOLE-BUILDINC, VENTILATION FAN, SHALL COMPLY kNITH THE FOLLONINC- 1.) A MINIMUM CFM RATING OF '7 5 C.FM. 2d BE RATED A MAXIMUM OF 1.0 5ONE. SJ THE CONTROL 51,4ITCH MUST BE LABELED AS THE VNIHOLE-51.11LIPING VENTILATION 4 FAN SHOULD OPERATE 04HENEVER THE HOME IS OCCUPIED. INHOLE HOUSE FAN: THE FNIHOLE HOUSE FAN SHALL HAVE INSULATED LOUVERS OR A COVER 1,4HICH CLOSES riHEN THE FAN 15 OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2. P41LP-1-ANV-URBAN INTERFACE 6N.U.0: OViELLIN65 LOCATED 1041THIN A STATE RESPONSIBILITY AREA SHALL COMPLY Y`1rTH THE FOLLONIN&i PCC�KINOSURFACF5; THE ViALKIN(S SURFACES OF PECKS, PORCHES, BALCONIES 4 STAIR515 V41THIN I O' OF THE BUILDING, SHALL BE CONSTRUCTED OF ONE OF THE FOLLONING MATERIALS: CIRC, 32'7.q I J 16NITION-RESISTANT MATERIAL THAT COMPLIES 10,11TH SFM STANDARD 12-17A-4 4 12-YA-5. 2.) EXTERIOR FIRE RETARDANT TREATED Y,1000. 5.) NONCOMBUSTIBLE MATERIAL 4.) ANY MATERIAL THAT COMPLIES Y41TH SFM STANDARD 12 -'IA -4A VNIHEN ATTACHED EXTERIOR ViALL COVERING 15 ALSO EITHER NONCOMBUSTIBLE OP, IONITION- RESISTANT MATERIAL. EAVES 4 SOFFITS: MUST BE NON-COMBUSTIBLE OP. 16MITION RESISTANT. OPEN ROOF EAVES ALLOYNIED Vi/ FIRE RESISTANT PLYr4OOP OR. 055. CRC R527.1.5. EAVE VENT5: TO BE APPROVED EAVE VENTS THAT RESIST THE INTRUSION OF FLAME 4 BURNING EMBERS. CRC, R32 6.3. EXCEPTION # 1: VULCAN VENT5 OP, TESTED EQUIVALENT. EXTERIOR DOORS: MUST BE FIRE RESISTANT. POOR EXT. SURFACE MUST BE NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL OR BE SOLID CORE VIOOV 1 S/WTHICK OR HAVE A FIRE -RESISTIVE RATING OF NOT LE55 THAN 20 MINUTES. CRC, R521.15. EXTERIOR (SLAZINO/riINPOr4S: EXTERIOR &LAZING MUST BE DUAL PANE 4 HAVE AT LEAST (1) PANE OF TEMPERED GLASS. CRC R52.8 EXTERIOR 1`41ALLS: ViALL COVERINGS TO BE NON-COMBUSTIBLE OR IGNITION RESISTANT. CRO RE 27.7. FOUNDATION 4 GABLE ATTIC VENTS: SHALL BE COVEREV ri/ METAL Y41RE MESH OR NONCOMBUSTIBLE MATERIALS W MIN, OF 1 / 1 6* 4 SHALL NOT EXCEEP 1 /5"OPENINCS. ORC, IRS 27 6.2� PORCH CEILINGS: MUST SE I&NITION-RESISTANT OR NON-COMBUSTIBLE. CRC R321..6. ROOF &UTTERS: SHALL BE PROVIDED W MEANS TO PREVENT THE ACCUMULATION OF LEAVES 4 DEBRIS IN GUTTERS. CRC R321.5.4. VFNT5 AT &ABLE5 4 FOUNDATION: SHALL BE COVERED VqITH METAL IONIRE MESH OR NON-COMBUSTIBLE MATERIALS NITH A MINIMUM OF 1/ 1 6* AND SHALL NOT EXCEED 1/4"OPENIN69. CRC, R521.6.2 )NINVOY45 4 DOORS: SAFETY OLAZINO: HAZARDOUS LOCATIONS REQUIRING SAFETY &LAZING, INCLUDE THE FOLLOr4lNr,: OLAZIN6 IN COORS: IN ALL FIXED 4 OPERABLE PANELS OF SININ&ING, SLIVIN6 4 BI-FOLID DOORS. EXCEPTIONS: 1) OPENING IN YiHlrH A 5"DIAMETER SPHERE IS UNABLE TO PASS. 2)INVECORATIVErLAZIN(5.CRrP.305.4.1. GLAZING ADACENT COORS: CRC R506.4.2 6LAZIN(S MTHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE POOR IN A CLOSED POSITION 4 F4HERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 19 LESS THAN 60* ABOVE THE FLOOR OR YiALKIN& SURFACE. EXCEPTIONS: 1) DECORATIVE (SLAZIN6. 2) Y4HERE THERE 15 AN INTERVENING IrIALL OP, PERMANENT BARRIER BETriEFN THE POOP, 4 GLAZING. 5) GLAZING IN IoNALL5 ON THE LATCH SIDE OF 4 PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4) riHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OP, STORAGE AREA VOR LESS IN DEPTH, GLAZING IN THIS APPLICATION SHALL COMPLY MTH CRC P.506.4.5. 5) &LAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. OLAZINS, IN MINDOM5: CRC R505.4.5. SLAZINC, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLO1041146 CONDITIONS SHALL BE CONSIDERED HAZARDOUS LOCATIONS: I)THF EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SOFT. 2) THE BOTTOM EDGE OF THE GLAZINIS 19 LESS THAN 16' ABOVE THE FLOOR. 5.) THE TOP E06E OF THE GLAZING IS MORE THAN 56'ABOVE THE FLOOR: AND 4) ONE OP. MORE 104ALKIN& SURFACE5 ARE P41THIN 56* MEASURED HORIZONTALLY 4 IN A STRAIGHT LINE OF THE GLAZING. EXCEPTIONS: 1) DECORATIVE c9LAZINO. 2) 1`41HEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE SIDF(S) OF THE &LAZfN& 5 4" TO SWASOVE THE V41ALKINCS SURFACE. THE RAIL SMALL BE CAPABLE OF INITH5TANVIN& A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT MITHOUT CONTACTING THE GLASS 4 BE A MINIMUM OF I 1/2"IN CROSS SECTIONAL HEIGHT. ,SLAZINCS IN GUARDS 4 RAILS: CIRC, R508.4.4. GLAZING IN GUARDS 4 RAILS SHALL BE CONSIDERED HAZARDOUS. r,LAZINr,4YiFTSVRFAC,FS:CP,CP.506.4.5. GLAZING IN FqALLS, ENCLOSURES Olt FENCES CONTAFNINO Oft FACIN(5 HOT TUBS, SPAS, rMIRLIPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, SHOINISR5 4 INE70OR OR OUTDOOR SYN[IMMIN& FOOLS nHERE THE BOTTOM EXPOSED EDGE OF THE OLAZIN6 IS LESS THAN 60"ABOVE A STANDING OR AALKIN(S SURFACE SHALL BE CON51VERED HAZARDOUS. THIS SHALL APPLY TO SINGLE GLAZING 4 ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 19 MORE THAN 60"MEASVREP HORIZONTALLY 4 IN A STRAIGHT LINE FROM THE NATEW5 EDGE OF A BATHTUB, HOT TUB, EPA, YiHIRLPOOL OR 5MIMMIN6 POOL. OLAZINO ADJACENT STAIRS 4 RAMPS: CIRC R305.4.6. &LAZINS, VAHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36* ABOVE THE PLANE OF THE ADJACENT ViALKIN(S SURFACE OF STAIRINAYS, LANDINGS BET)4EEN FLIGHTS OF STAIRS III RAMPS SHALL OF CONSIDERED A HAZARPOU5 LOCATION. EXCEPTION: 1) MHEN A RAIL IS INSTALLED ON THE ACCESSIBLE 5151E(S) OF THE GLAZING 34"TO 35"ABOVE THE NALKIN6 SURFACE. THE RAIL SHALL BE CAPABLE OF Y41TH5TANVIN6 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT Fq[THOUT CONTACTING THE GLASS 4 BE A MINIMUM OF I 1/2"IN CROSS SECTIONAL HEIGHT. 2) GLAZING 56* Oft MORE MEASURED HORIZONTALLY FROM THE VNIALKIN6 SURFACE. &LAZINO APJACEN7TaTH9 BOTTOM OF -STAIR LANDINO: &LAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRINAY INHERE THE GLAZING 15 LESS THAN 36" ABOVE THE LANDING 4 Y41THIN &O'HOIRIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. FXC15PTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYINCS V41TH CRC IRS 12 4 THE PLANE OF THE GLASS 15 MORE THAN I 6' FROM THE GUARD. OLAZIN05-MORE THAN 72" -ABOVE FINISHED &RAVE: 1`4111,1001045 NAVIN95 OPENINGS LOCATED rilTHIN 24'OF THE FIN15HED FLOOR TO BE PROVIDED r,11TH)NINVO)"I FALL PREVENTION DEVICES OP, OPENING CONTROL DEVICES THAT COMPLY MTH ASTM IF 20110. CKC P-5 12.2.1 ALL HABITABLE IROOM5:5HALL HAVE AN A66RIE(5ATE GLAZING AREA OF NOT LESS THAN 5% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH PNINVOY,19, DOORS, LOUVERS OP, OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED MTH READY ACCESS OR SHALL OTHERM51! BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS $HALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. CRC R305. 1. �ST�A�: 1/12/2011 365 RIO LINDO AVENUE *200, CHIC,O,CA q5q2& (530) 5-12-4401 V40RK FMAILAIDDRESS: Rylande5urnmItChlao.com PER,'MIT4'_ Ot'7 - cw7,s7--_ R_ U7 E COUNTY DEVELOPMENT SERVICE REVIEWED FOR MT"9COMP _CE N /I -I C,:\Users\Lynn\Documents\C.hIef X q Plans\Schuster - Genoa Plan\&enca PlanJayout OrINER: STEVE SCHUSTER - SHUSTER HOMES, INC. (590)Sq4-06-14OFFICE (530)570-6400CELL EMAIL ADPRE55: 5aShIVo90MSN40m FOR CODE 2 1 21'.-J'17 TRB AND f,SS0-k1IAT-_S ARCH I- 1 1 90"x42" i 104HILE EVEY ATTEMPT HAS S r ZEN MDE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKE -ANNOT GUARANTEE R r A(SAINST HUMAN ERROR- ISUILPINO CONTRACTOR HOME ONNER TO REVIEN AND VER FY ALL DIMENSIONS, If SPECS. AND CONNECTIONS BEFORE CONSTRUCTION SE&INS. VAA"I- syt LYNKSMITH5 20ATT.NET RNER&Y CALCS BY: I e., .,,,,]!N OWN 1111111� , ..n -DE51SN5 MAX RAMIREZ w THESE PLANS HAVE BEEN REVIEIAIEV ONLY FOR r-OMPLIANCE Y41TH ATTACHED STRUC,TURAL C,ALCULATION5. THE EN61NEER'S STAMP ON THIS PLAN 19 VALID ONLY V41TH A LETTER 516NED BY THIS EN&INEER FOP, EACH UNIQUE BUILD. < > rL (L lu < 7- z m jU LL jU Lu Lu z u < tu W Lu W V LL IL Inul Lu tu kA ul < IL LL Lu 111 Lu d) tu z z %D tu Z ILI F) SIP , ILI -1 �- Q < 43 z LIVABLE: 9461 SqFt OARAOE: 1035 SqFt COVERED PATIO: 51 SqFt FRONT' 401 SqFt REAP, 482 SqFt TOTAL DATE: 5/q/20117 SOALE: SHOIAIN ja �0140*w SHEET 7 a COPYRIGHT 20 11 LYNN SMITH - PRAFTIN& 111 "i SYCAMORE VALLEY ROAD, C.HICO, CA -R 5 q 7 S -0555 ViORK GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR 3 - 3" X 0.131" NAILS CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" LLH SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE ALT CONCRETE WITH SOIL OR WEATHER EXPOSURE: 2 - 8d COMMON (2 1/2" X 0.131") INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS ARCH #5 BARS AND SMALLER 1 Y? TOE NAIL EACH END REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN 2 - 3" 14 GA. STAPLES #6 BARS AND LARGER 2" 3. 1" X 6` SUBFLOOR OR LESS TO EACH JOIST IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR FACE NAIL CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" 3 - 8d COMMON (2 1/2" X 0.131") OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162') BUND AND FACE NAIL 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) MB WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. TYPICAL FACE NAIL BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR 3' 14 GA. STAPLES AT 12" O.C. MECHANICAL SOLE PLATE TO JOIST OR BLOCKING AT MORE, (80) BAR DIAMETERS U.N.O. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS 4 - 3' 14 GA. STAPLES PER i6" CARRIAGE BOLTS 7. TOP PLATE TO STUD SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. 3 - 3" X 0.131" NAILS CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL CIP 3 - 3" 14 GA. STAPLES MTL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND (N) STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, TOE NAIL ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 3 - 3" 14 GA. STAPLES AT 12" O.C. BRACING, SCAFFOLDING, ETCETERA. CMU 2 - 16d COMMON (3 1/2" X 0.162") D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER COLUMN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR 3 - 3" 14 GA. STAPLES CONC 9. DOUBLE STUDS CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: CONN E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A,) SHEATHING: CONSTRUCTION ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT 16d (3 1/2" X 0.135") AT 16" O.C. 1. ROOF SHEATHING: SEE PLANS CONTINUOUS PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. TYPICAL FACE NAIL 2. FLOOR SHEATHING: SEE PLANS 3` 14 GA. STAPLE AT 12" O.C. OVS DOUBLE TOP PLATES 3. WALL SHEATHING: SEE PLANS F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE 12 - 3" X 0.131' NAILS LAP SPLICE CENTER RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. 3 - Bd COMMON (2 1/2" X 0.131") PL PLATE GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER 3 - 3" 14 GA. STAPLES GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP 12. RIM JOIST TO TOP PLATE ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN PLACES IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION 3" X 0.131" NAIL AT 6" O.C. FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY PARTIAL PENETRATION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME DIAMETER THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE 2 - 16d COMMON (3 1/2' X 0.162') INSPECTION IN ACCORDANCE WITH CBC 1704.2. DOUBLE JOIST CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. FACE NAIL EA 3 - 3" 14 GA. STAPLES P/T C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER 3 - 8d COMMON (2 1/2" X 0.131") FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. ELEVATION (DATUM) METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT TOE NAIL ELEV 5 - 3" 14 GA. STAPLES CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER TOE NAIL FINISHES. 3 - 16d COMMON (3 i/2" X 0.162") MIN, ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH EQUAL TABLE 2308.10.4.1 RECORD ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS 4 - 3" X 0.131" NAILS FACE NAIL SHEATHING WHERE REQUIRED. 2. SITE WORK / FOUNDATIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, EXP EXPANSION TABLE 2308.10.4.1 E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE A) ASSUMED MAXIMUM SOIL BEARING =1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT STANDARD W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. EACH WAY PROVIDED). 3 - 8d COMMON (2 1/2" X 0.131`) FF FINISH FLOOR 5 - 3` X 0.131" NAILS TOE NAIL 1. STUDS SHALL BE STUD GRADE OR BETTER. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER 20. 1' DIAGONAL BRACE TO EACH STUD AND PLATE 2. ALL POSTS SHALL BE DF -L #1 U.N.O. FLOOR JOIST HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED 2 - 3" X 0.131" NAILS 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. FLOOR MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. SHEAR WALL SCHEDULE 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1' X 8' SHEATHING TO EACH BEARING 5. CONCEALED BEAMS SHALL BE DF -L #2. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. 16d COMMON (3 1/2" X 0.162") 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). FACE OF STUD ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO 16" O.C. 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. 3" 14 GA. STAPLES THE CONSTRUCTION OF THE FOUNDATIONS. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32' O.C. FACE NAIL AT TOP AND TOF F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, OPPOSITE ENDS OF FOUNDATION, NAILS SHALL BE GALVANIZED. 2 - 20d COMMON (4' X 0.192') AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW TOP -OF -WALL 3 - 3" X 0.131" NAILS AT EACH SPLICE FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING PROVIDED NEW AND WITHOUT EXCESSIVE RUST. E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. UNLESS NOTED OTHERWISE 4 - 3" X 0.131" NAILS FACE NAIL VERT H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL WORKPOINT EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED 4 - 3` X 0.131" NAILS FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. WELDED WIRE FABRIC WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON INTERIOR W/ 2 - 16d COMMON (3 1/2" X 0.162") HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. WITHOUT HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 3-3"X0.131"NAILS CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE 2 - 16d COMMON (3 1/2" X 0.162") TO DRAIN TO DAYLIGHT. INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 3 - 3" 14 GA. STAPLES UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE 4 - 3" X 0.131" NAILS APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS LEDGERS ARE USED (SUCH AS DECK LEDGERS). ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO 3 - 16d COMMON (3 1/2" X 0.162") SECTION 1808 OF THE 2016 CBC. 6-2 GENERAL FRAMING: 4 - 3` 14 GA. STAPLES A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. 3. CONCRETE /REINFORCING 2 3/8' X 0.113" NAIL 19/32" TO 3/4" 8d OR 6d' B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. 1 1/8" TO 1 1/4` 10C OR 8d' MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD 1 1/8" TO 1 1/4" 1Od' OR 8d- TYPE III LOW ALKALI. AND LESS CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED /28" 86d 33. FIBERBOARD SHEATHING' 1/2' No. 11 GAGE ROOFING NAIL' FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE No. i6 GAGE STAPLE' FRAMING FROM THE EFFECTS OF SHRINKAGE. 25/32" No. 11 GAGE ROOFING NAIL' ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS 8d COMMON NAIL (2 1/2" X 0.131') No. 16 GAGE STAPLE' UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED 3/8" 6d' MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE 6-3 BEAM FRAMING: LATEST EDITION OF THE ACI 318. A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. 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 B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE STOVE, ETCETERA. SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 6. FRAMING / LUMBER CONTINUED 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12)16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER 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. 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. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR:1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.276 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.340, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 14.2 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF REDUCIBLE E) DEAD LOADS: ROOF 24 PSF (INCLUDES 3 PSF SOLAR) 8-1 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ' ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: 1. RAFTER MAXIMUM SPANS PER PLAN 2. MINIMUM BRACE SIZE = 2X6 3. MAXIMUM BRACE SPACING = 4'-0" O.C. 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"' LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131`) L ANGLE 3 - 3" X 0.131" NAILS TOE NAIL LLH 3 - 3` 14 GA. STAPLES ALT 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") LONG LEG VERT. ARCH 2 - 3" X 0.131" NAILS TOE NAIL EACH END LONGITUDINAL 2 - 3" 14 GA. STAPLES BUILDING 3. 1" X 6` SUBFLOOR OR LESS TO EACH JOIST 2 - Bd 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') BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16` O.C. BOTTOM MB 3" X 0.131' NAILS AT 8" O.C. TYPICAL FACE NAIL BEAT TO FIT 3' 14 GA. STAPLES AT 12" O.C. MECHANICAL 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 i6" CARRIAGE BOLTS 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2' X 0.162") CCJ CONTROLJOINT 3 - 3" X 0.131" NAILS END NAIL CIP 3 - 3" 14 GA. STAPLES MTL 8. SND TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") CONSTRUCTION JOINT (N) 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL CLEAR 3 - 3" 14 GA. STAPLES AT 12" O.C. NEAR SIDE CMU 2 - 16d COMMON (3 1/2" X 0.162") END NAIL NELSON STUD ANCHOR 3-3:X0.131`NAILS COLUMN NTS 3 - 3" 14 GA. STAPLES CONC 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. ON CENTER CONN 3" X 0.131" NAIL AT 8" O.C. FACE NAIL OUTSIDE DIAMETER 3" 14 GA. STAPLE AT 8" O.C. CONSTRUCTION 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. CONT CONTINUOUS 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL CONTR 3` 14 GA. STAPLE AT 12" O.C. OVS DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162`) COMPLETE PENETRATION PDF 12 - 3" X 0.131' NAILS LAP SPLICE CENTER 12 - 3" 14 GA. STAPLES PERPENDICULAR 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - Bd COMMON (2 1/2" X 0.131") PL PLATE 3 - 3' X 0.131" NAILS TOE NAIL PLWD 3 - 3" 14 GA. STAPLES DF 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6- O.C. PLACES DF -L 3" X 0.131" NAIL AT 6" O.C. TOE NAIL PARTIAL PENETRATION 3' 14 GA. STAPLE AT 6" O.C. DIAMETER 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2' X 0.162') DJ DOUBLE JOIST 3 - 3' X 0.131" NAILS FACE NAIL EA 3 - 3" 14 GA. STAPLES P/T 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") EL ELEVATION (DATUM) 5 - 3" X 0.131" NAILS TOE NAIL ELEV 5 - 3" 14 GA. STAPLES SC 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 i/2" X 0.162") MIN, EQ EQUAL TABLE 2308.10.4.1 RECORD ES 4 - 3" X 0.131" NAILS FACE NAIL SHEATHING 4 - 3' 14 GA. STAPLES EXISTING 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, EXP EXPANSION TABLE 2308.10.4.1 SLAB -ON -GRADE EXT 4 - 3" X 0.131" NAILS FACE NAIL STANDARD 4 - 3" 14 GA. STAPLES EACH WAY 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131`) FF FINISH FLOOR 5 - 3` X 0.131" NAILS TOE NAIL FIN 5 - 3" 14 GA. STAPLES SQ 20. 1' DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2' X 0.131") FLOOR JOIST SS 2 - 3" X 0.131" NAILS FACE NAIL FLOOR 3 - 3' 14 GA. STAPLES SHEAR WALL SCHEDULE 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 i/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. FACE OF STUD 3" X 0.131" NAILS 16" O.C. FS 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 TOF 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON GAUGE 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS GALV 2 - 20d COMMON (4' X 0.192') FACE NAIL AT ENDS AND TOP -OF -WALL 3 - 3" X 0.131" NAILS AT EACH SPLICE TN 3 - 3 14 GA. STAPLES HDG 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") UNO UNLESS NOTED OTHERWISE 4 - 3" X 0.131" NAILS FACE NAIL VERT 4 - 3" 14 GA. STAPLES HORIZ 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") WORKPOINT ID 4 - 3` X 0.131" NAILS TUE NAIL WELDED WIRE FABRIC 4 - 3" 14 GA. STAPLES INTERIOR W/ 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL JOIST 3 - 3" X 0.131" NAILS WITHOUT JT 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3-3"X0.131"NAILS TOE NAIL 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") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3' X 0.131" NAILS FACE NAIL 4 - 3` 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD' 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 1 1/8" TO 1 1/4` 10C OR 8d' TO FRAMING) 3/4" AND LESS 6d• 7/8" TO 1" 8d• 1 1/8" TO 1 1/4" 1Od' OR 8d- 32. PANEL SIDING (TO FRAMING) AND LESS /28" 86d 33. FIBERBOARD SHEATHING' 1/2' No. 11 GAGE ROOFING NAIL' 6d COMMON NAIL (2" X 0.113') No. i6 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' ABBREVIATIONS AB ANCHOR BOLT K KIPS ADDT ADDITIONAL L ANGLE AD1 ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER BM BEAM MAX MAXIMUM BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM CCJ CONTROLJOINT MISC. MISCELLANEOUS CIP CASTAN-PLACE CONCRETE MTL METAL CJ CONSTRUCTION JOINT (N) NEW CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DIA DIAMETER PT PRESSURE TREATED DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL 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 1ST JOIST W/0 WITHOUT JT JOINT TOP PLATE SHEAR PLY PER SHEAR PER 6/SD1 WALL SCHEDULE TYPE "6" AT HEADER, TYP SHEAR PLY EN AND NAILING EN /PER PLAN SCALE: NTS -----TT-- +:; -n ---T- TYP I I+I I I + I I I I 11 1+1 Q ---I -4+ 1 1 1 I HEADER I I I I 4X6 BLK'G PER PLAN + I+ I I+1 I TYP. - - - - -- I I CS16 STRAP + +- + - + I+- - _ EN, TYP II+I I i _• 1 1 I i+ I 11 oil I I I r,,*%Qz Ii+ I OLDOWN TRIMMER/S I I + POST PER ►- a PLAN 3. PER PLAN 1I w I 2� X ,n Q C 20 U KINGS/HOLDOWN POST PER PLAN O L SHEAR WALL WIDTH TYPICAL SHEAR WALL PORTAL DETAIL NO SCALE 2X SOLID BLOCKINC PERMIT# �'✓�� - pit -IS' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR a. Common or box nails are permitted to be used except where otherwise stated. CODE C®MPLI CE b. Nalls spaced at 6 Inches on center at edges, 12 Inches at intermediate supports except 6 inches at supports where spans are DATE Z3 BY 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") BALLOON S S 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") AT 12" O.C. U.N.O.- 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") nog 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 nags 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-resistont 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 nags spaced 6 Inches on panel edges, 12 inches at Intermediate supports. I F f h thi 11 t1 8d g 1`2 1/2' x 0113") are the minimum re fired for wood structural panda EOR, CODS CC f1,P'I,_1 t+tNICE MAIR 2 1 f011 T€79- AND ASS -03C A 3 ES SHEATHING PER SWS TYPE "6", TYP ENTIRE WALL WATERPROOFING AND DRAINAGE BY OTHERS PLY AT BLOCKS 2X BLOCK AT 48" O.C. TYP. CONT. 2X6 SLOPED AT RAFTER PLANE WITH (3) 16d PER WALL STUD, 16" O.C. MAX m. staples shall haves so ng oapca one. minimum crown width of 7/16 •Inch. NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. 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 5 TYPICAL ROOF FRAMING DETAIL NO SCALE SN NO SCALE Q�OFESSIONq ti V c 2 MNo. 75688'�1 * 6/ 0/18 gTFOF CAO 3/07/17 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 REVISIONS: Al PC#1 3/07/17 DATE: 1/30/17 SCALE: NTS DRAWN BY: J J_ 17-111 Q m 0 W r,,*%Qz (.0 U � - LL zwUQ Q C W U LU O <-r 0c)`L Z 0 0 O LULU �? 1 W (n zL-N z m V / V) LU0 Wz °C Q 0 c0c G LU V 1 Q w I _ v , W N 75;0 Q re F_ LL N N W W J REVISIONS: Al PC#1 3/07/17 DATE: 1/30/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-111 SHEET: SIN SN j I REINFORCI� id 3" MI 16" MIN TYPICAL THICKENED FOOTING AT SSTB NO SCALE 20 SDI /MULTIPLE STUD GROUP PER PLAN P.T. DF SILL AND A.B. PER 3/SD1 TOENAILS R SLAB PER PLAN (6) 16d END NAILS I I I o SPREAD FOOTING PER 3" CLR, TYP 1'-0" PLAN WHERE OCCURS CONTINUOUS FOOTING PER 11/SD1 WHERE OCCURS TYPICAL POST AT WALL DETAIL NO SCALE PER ARCH RAKED PLATE -' WHERE OCCURS.- CS16 X 2X BLOCK ' OFLAT. TYP LENGTH TOP PLATE PER 6/SD1 WALL FRAMING PER PLAN, TYP-- 1/2 STRAP LENGTH 19 SDI TOP PLATE PER 6/SD1 --E.N. T---- TYP I+I II II I+I II II --E.N. I I I TYP I +I I II II II II II I+1 I+I II II SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED CORNER WHERE OCCURS PLY WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL NO SCALE ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILI] X-CP72 SHOT PINS PER ICC E' SLAB -ON -GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL NO SCALE SHEAR PLY AND NAILING PER PLAN HD AND COMP POST PER SCHEDULE E.N. ° CONTINUOUS WALL WHERE OCCURS�� N. PARTIAL PLAN SHEAR PLY AND NAILING PER PLAN TYPICAL CORNER HOLDOWN DETAIL NO SCALE THICKNESS 3" CLR / A 1 3' 3" FTG TYPE PER Bir WITH #4 E.W. 15 SDI WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3/SD1 WHERE OCCURS 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN li ELEV. PER ARCH r► SLOPE GRADE 8" MIN II AWAY FROM FNDN #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > 1'-6" _ 8" #4 CONT TOP AND BOTT �� 3" CLR, TYP 1�-12", MIN. -4 SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED EXTERIOR WALLS PER PLAN, WHERE OCCURS. TYP EXTERIOR GARAGE WALL FNDN DETAIL 12 NO SCALE SD1 P.T. DF SILL AND A.B. PER 3/SD1 SLAB PER PLAN\ FRAMING PER PLAN li . I I ,. .o . 09. (2) #4 T&B TYPICAL INTERIOR FOUNDATION DETAIL TYPICAL HANGER SCHEDULE FOOTING SCHEDULE MEMBER SIZE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 V-6" V-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" 15 SDI WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3/SD1 WHERE OCCURS 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN li ELEV. PER ARCH r► SLOPE GRADE 8" MIN II AWAY FROM FNDN #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > 1'-6" _ 8" #4 CONT TOP AND BOTT �� 3" CLR, TYP 1�-12", MIN. -4 SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED EXTERIOR WALLS PER PLAN, WHERE OCCURS. TYP EXTERIOR GARAGE WALL FNDN DETAIL 12 NO SCALE SD1 P.T. DF SILL AND A.B. PER 3/SD1 SLAB PER PLAN\ FRAMING PER PLAN li . I I ,. .o . 09. (2) #4 T&B TYPICAL INTERIOR FOUNDATION DETAIL TYPICAL HANGER SCHEDULE MAX SPAN 16" O.C. MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ WS210/LUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF HUS210-2TF/HUS212-2TF/ 16d 16d 4X8/4X10/4X12 HU 48TF/H U 41 OTF/H U 412TF 16d 10d 6XB/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL METAL HANGER SCHEDULE NO SCALE MAX SPAN 16" O.C. NOTES: 8'-9" 1.) USE CONT. 1 3/4" LVL LEDGER WITH (3) 1/4" DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2" EMBED AT "I" JOISTS. SIX SCREWS MIN. PER PIECE. 2.) PROVIDE 2X FULL DEPTH SOLID BLOCKING AT 8'-0" O.C. AT ALL CEILING JOISTS LONGER THAN 13'-0". 2X10 DF#2 CONT. 2X LEDGER WITH (2) BCI "I" JOIST 1/4" DIA. SDS SCREWS AT SHEAR PER PLAN O.C. WITH 2 1/2" WHERE OCCURS- EM EMBED AT SOLID SAWN I°I I II I CEILING JOISTS. FOUR CONT. 2X LEDGER WITH SCREWS MIN. PER PIECE (3) 16d PER WALL STU -- ROUGHEN SURFACE CJ SILL PLATE AND AB 2X SOLID (PLF) BLOCKS SOFFIT ELEV SOFFIT ELEV PER ARCH PER ARCH BALLOON STUDS MTL HGR 2X SOLID AT 16" O.C. U.N.O.-4BLOCKS WHERE REQUIRED BALLOON STUDS 1/2" ISOLATION JOINT-` AT 16" O.C. U.N.O. 1/2" ISOLATION JOINT BEYOND CEILING JOIST SPAN TABLE CEILING JOIST MAX SPAN 16" O.C. 2X4 DF#2 8'-9" 2X6 DF#2 12'-10" 2X8 DF#2 16'-3" 2X10 DF#2 19'-10" BCI "I" JOIST 9 1/2" JOIST: 21'-0" BCI "I" JOIST 11 7/8" JOIST: 25'-0" TYPICAL DROPPED CEILING DETAIL NO SCALE S D 1 NO SCALE :t� T , � WALL CONTINUES WHERE ��OCCURS PER PLAN (5) 16d +++ + + ++ + + ++ PARTIAL PLAN AT TOP PLATE CORNER AND TEE ;'% "; DBL 2X TOP PLATE ,--MST126 STRAP, U.N.O., PER DETAIL BELOW /-CENTERED ON DISCONTINUITY CONCRETE 1/2" ISOLATION JOINT SLAB -ON -GRADE CONCRETE SLAB -ON -GRADE PER PLAN PER PLAN. SLOPE PER ARCH WHERE REQ'D ELEV. PER ARCH I I 0 0 00 -I o SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 9/SD1 FOR ADDITIONAL INFORMATION. STUD DIRECTLY UNDER SPLICE, TYP. TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (16) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (16) MIN. BETWEEN SPLICES (16) MIN. BETWEEN SPLICES "STUD DIRECTLY UNDER SPLICE, TYP. i INTERSECTING WALL OR CORNER WHERE OCCURS TYPICAL TOP PLATE SPLICE DBL 2X TOP PLATE TOP PLATE PER 6/SD1- PROVIDE GAP BETWEEN PANELS AS REQ'D BY MFR, 1/8" MIN II , BLOCK AS REQ D AT ALL EDGES, TYP 16" MAX STUD SPACING CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP ===TI=°__It i 1.1 I°I I FIELD NAIL PER I I I I SHEAR WALL SCHED. I II II I EI I PER SHEAR I I I I I WALL SCHED. 11 11 SHEAR PLY I COMPRESSION PER SHEAR I POST AS REQ'D WALL SCHED. PER HOLDOWN I°I 1°I churn, u r FOUNDATION PER PLAN--"' MAXNOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS: - TYPICAL SHEAR WALL ELEVATION NO SCALE LSDl AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2" DIAM. TITEN HD AT REQUIRED A.B. SPACING WITH 4" EMBED IN FOUNDATION, 1 3/4" MIN. EDGE DIST., 8" MIN. END DIST., 8" MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MFR'S RECOMMENDATIONS 12" MAX SEE SHEAR WALL SCHEDULE, 5" MIN 6'-0" MAX AT WALL HT< 12' AND P. SILL 4'-0" MAX AT WALL HT> 12' U.N.O. II II II > PLATE WASHER II u (L IL 7" MIN 3" X 3" X .229", TYP IL L L MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA A.B. WITH 2" HOOK, TYP FNDN PER PLAN NOTES: 1. SILL PLATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY 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. 4. SIMPSON MASA OR MASAP CAST -IN-PLACE MUDSILL ANCHORS ARE PERMITTED TO BE USED IN LIEU OF ANCHOR BOLTS AT SPACING EQUIVALENT TO ANCHOR BOLT SPACING, UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION. MINIMUM STEM WALL WIDTH FOR MASA OR MASAP ANCHORS IS 6". USE ANCHOR BOLTS AT STEM WALL WIDTHS LESS THAN 6". TYPICAL FNDN ANCHOR BOLT DETAIL NO SCALE FOR CGDE CO' ?I_IAIC E �ar� A OCI; TES TIRS, AN HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) I°I II II I I HOEDOWN CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH I I I I I I.I I PER DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS I.I I II II II II II SCHEDULE II II I I°I I ll I•I I II DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS I°I I II I II II II II II I I�I -.11-- 1-L--- -.--� PER 12/SD1 WITH #4 TOP HOOKED LOAD TYPE -- ROUGHEN SURFACE AT EACH END AND #4 VERT 12" SILL PLATE AND AB SIZE/SPACING PER SCHED. FOUNDATION PER PLAN--"' MAXNOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS: - TYPICAL SHEAR WALL ELEVATION NO SCALE LSDl AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2" DIAM. TITEN HD AT REQUIRED A.B. SPACING WITH 4" EMBED IN FOUNDATION, 1 3/4" MIN. EDGE DIST., 8" MIN. END DIST., 8" MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MFR'S RECOMMENDATIONS 12" MAX SEE SHEAR WALL SCHEDULE, 5" MIN 6'-0" MAX AT WALL HT< 12' AND P. SILL 4'-0" MAX AT WALL HT> 12' U.N.O. II II II > PLATE WASHER II u (L IL 7" MIN 3" X 3" X .229", TYP IL L L MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA A.B. WITH 2" HOOK, TYP FNDN PER PLAN NOTES: 1. SILL PLATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY 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. 4. SIMPSON MASA OR MASAP CAST -IN-PLACE MUDSILL ANCHORS ARE PERMITTED TO BE USED IN LIEU OF ANCHOR BOLTS AT SPACING EQUIVALENT TO ANCHOR BOLT SPACING, UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION. MINIMUM STEM WALL WIDTH FOR MASA OR MASAP ANCHORS IS 6". USE ANCHOR BOLTS AT STEM WALL WIDTHS LESS THAN 6". TYPICAL FNDN ANCHOR BOLT DETAIL NO SCALE FOR CGDE CO' ?I_IAIC E �ar� A OCI; TES TIRS, AN HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM DISTANCE FROM HOLDOWN CENTER OF POST CONCRETE ANCHOR SIZE TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 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. 4.) SEE DETAIL 20/SD1 FOR TYPICAL THICKENED FOOTING AT SSTB, WHERE REQUIRED. 18 TYPICAL SPREAD FOOTING SCHEDULE 14 TYPICAL FOUNDATION DETAIL 10 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL HOLDOWN SCHEDULE 2 S D 1 NO SCALE �Dl NO SCALE �Dl NO SCALE S D 1 NO SCALE PERMIT# TOP PLATE PER 6/SDI BUTTE COUNTY DEVELOPMENT SERVICES REVIEW '�D FOR 2 1/2" MAX. DEPTH FOR 2X4 PL. 3 1/2" MAX. DEPTH FOR 2X6 PL O WALL FRAMING L 1/2" MAX PER PLAN A N A N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE PER 6/SD1 (2) MIN PER NOTCH �tl FRAMING MAX 2TYP. ERLPLAN, TYP I --PIPE AS OCCURS I I BOTT, CONT THIS LINE NOTE: 1.) DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAILF17 TYP GARAGE DOOR OPENING FNDN DTL 13 TYPICAL SLAB FOUNDATION DETAIL 9 NO SCALE SDI NO SCALE S D 1 NO SCALE S D 1 E CODE OMPLI CE DATE 73 _� -3-6 Y A STUD WALL ELEVATION KEY ® HEADER PER PLAN PT DF SILL AND TRIMMERS PER SCHEDULE _ _. __ KING STUDS PER SCHEDULE AB PER 3/SD1 SHEAR PER PLAN A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH Q WHERE OCCURS PROVIDE 6" MIN WIDTH STEM BEYOND STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® CONCRETE SLAB -ON -GRADE EN PER 12/SD1 WITH #4 TOP HOOKED LOAD TYPE PER PLAN ROUGHEN SURFACE AT EACH END AND #4 VERT 12" AND SPACING 1/2" LIP AT GARAGE (PLF) 1/4" AMPLITUDE O.C., (3) MIN PER WALL SEGMENT 12d @ 7" O.C. DOOR OPENING 8d @ 12" O.C. - 260 6 WHERE REQUIRED •II 1/2" ISOLATION JOINT-` 1, 1/2" ISOLATION JOINT BEYOND #4 SLAB TIES AT 4'-0" OC o CLR MIN, 8" MIN o TYP SLOPE FINISHED - - ------ GRADE AWAY PAVEMENT AND SLOPE �- ELEV. PER ARCH " #4 AT 24 OC VERT, #4 o -___ _ FROM FOUNDATION SUBGRADE BY OTHERS a� AT 18" OC HORIZ, WHERE RBC AT 1'-2" O.C. ONCRETE SLAB -ON -GRADE STEM WALL HEIGHT > 1'-6" MIN I NATURAL GRADE LINE - 8d @ 12" O.C. PER PLAN. SLOPE PER o ARCH 112" #4 CONT TOP AND BOTT MIN ( " AB @ 1'-3" O.C. RBC AT 1'-0" O.C. L- _. MUDSILL 12d @ 4" O.C. 8d @ 3" O.C. 12" MIN 1 1/2" CLR A35 AT 1'-5" O.C. 2) LAYERS OF BUILDING PAPER - " - SPREAD FOOTING PER 3" CLR . w _ (2) #4 TOP AND 3 CLR, TYP �` -12 " PLAN WHERE OCCURS I --PIPE AS OCCURS I I BOTT, CONT THIS LINE NOTE: 1.) DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAILF17 TYP GARAGE DOOR OPENING FNDN DTL 13 TYPICAL SLAB FOUNDATION DETAIL 9 NO SCALE SDI NO SCALE S D 1 NO SCALE S D 1 E CODE OMPLI CE DATE 73 _� -3-6 Y A STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE ® A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH Q 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. ® POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S_ UP TO 4'-0" (1) 2X6 (1) 2X6 UP TO 9'-0" (2 2X6 2 2X6 UP TO 18'-O" (2) 2X6 (3) 2X6 SHEAR WALL LEGEND STRUCTURAL SHEAR WALL E "N" FOR A MINIMUM N 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 CUP SPACING (PLF) Q2X MUDSILL 12d @ 7" O.C. 8d @ 6" O.C. 8d @ 12" O.C. A35 AT 2�-8" O.C. 260 6 AB @ 3'-9" O.C. RBC AT l'-8* O.C. 2X MUDSILL 12d @ 5" O.C. 8d @ 4" O.C. 8d @ 12" O.C. A35 AT V-8" O.C. 350 4* AB @ 2'-9" O.C. RBC AT 1'-2" O.C. Q2X MUDSILL 12d @ 5" O.C. 8d @ 4" O.C. 8d @ 12" O.C. A35 AT 1'-8" O.C. 380 ,} AB @ 1'-3" O.C. RBC AT 1'-0" O.C. Q2X MUDSILL 12d @ 4" O.C. 8d @ 3" O.C. 8d @ 12" O.C. A35 AT 1'-5" O.C. 490 3 AB @ 1'-0" O.C. RBC AT 10" O.C. Q3X MUDSILL 12d @ 3" O.C. 8d @ 2" O.C. 8d @ 12" O.C. A35 AT 1'-O" O.C. 640 2 AB @ 1'-9" O.C. RBC AT 8" O.C. QRpFESS1pN9 K B �F�c a O 2 "::No. 75688' * s/ 0/18 gTFOF CA0O� 3/07/17 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 0 J J Q Z co 0 W Q �Uz M Z Z W U Q Q W U 0 Q O = U_ U 0 cn z z 0 0 W LJJ Ln C� z _ > 1 z0�m Q(� W cn LU z °C 0 LUQO 2 Q LU W 2a-�� 0 LL L1J W � Uj J REVISIONS: Al PC#1 3/07/17 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WADER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. DATE: 1/30/17 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 SCALE: NTS 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, DRAWN BY: RKB 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 JOB NUMBER: 17-111 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", 3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. SHEET: 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 1 SDI TYPICAL STUD WALL ELEVATIONF_5_�TYPICAL SHEAR WALL SCHEDULE MSD1 NO SCALE SDI NO SCALE �_ '�.J...,..... ::... ,....ice._._..... -- Q � _I U n. la- w cn REVISIONS: Al PC#1 3/07/17 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WADER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. DATE: 1/30/17 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 SCALE: NTS 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, DRAWN BY: RKB 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 JOB NUMBER: 17-111 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", 3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. SHEET: 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 1 SDI TYPICAL STUD WALL ELEVATIONF_5_�TYPICAL SHEAR WALL SCHEDULE MSD1 NO SCALE SDI NO SCALE �_ '�.J...,..... ::... ,....ice._._..... -- ROOF SHEATHING AND NAILING PER PLAN\ STRAP PER PLAN SECOND STRAP AND SECOND STRAP STRAP WITH NAILING PER WITH NAILING STRAP AND NAILING PER SCHEDULE E.N.SCHEDULE ROOF PLY AND PER SCHEDULE NAILING PER WERENAILING PER PLAN WHERE SCHEDULE OCCURS BLK'G PER OCCURS SCHEDULE, TYP BLK'G PER E.N. SCHEDULE, TYP END OF BLOCK CONT. 2X PLATE WHERE OCCURS 2X FRAMING AT 16" O.C. —SHEAR ENTIRE WALL 1 5/8" MIN. JOIST OR —1 5/8" MIN. LSTA18 STRAP STUD TO ABOVE CEILING JOISTS END DISTANCE PLANS TYP END DISTANCE STUD AT 4'-0" O.C. PER SWS TYPE 4* END/LAP LAP LENGTH LENGTH PER 2X BLOCK AT 2X CJ, 1 1/4 i'E N PER SCHEDULE SCHEDULE LSL BLOCK AT I -JOISTS -- JOIST OR A35 CLIP AT CJ PER PLAN PLANS PER 1'-8" O.C. OR SOLID 1 5/8" MIN. 16d AT BLOCK AT 24" END DISTANCE 12" O.C. E.N. O.C. 1/2 STRAP LENGTH TOP PLATE PER 7/SD1 STRAP AND SECOND STRAP STRAP AND SECOND STRAP NAILING PER WITH NAILING PER NAILING PER WITH NAILING PER WALL FRAMING PER PLAN SHEAR PER PLAN WHERE OCCURS SCHEDULE SCHEDULE WHERE SCHEDULE SCHEDULE WHERE OCCURS OCCURS NOTE: ADJACENT CEILING, WHERE OCCURS, NOT SHOWN FOR CLARITY. ROOF FRAMING DETAIL 16 STRAP PERPENDICULAR STRAP PARALLEL TO 12 NO SCALE SD2 TO JOIST OR TRUSS JOIST OR TRUSS SD2 TYPICAL DRAG STRAP SPLICE DETAILS ROOF PLY. AND NAILING PER PLAN E.N. DRAG STRAP CONT. BLOCK END/LAP 1p 2X BLOCK END LENGTH MID MARK RBC CUP AT 2'-0" O.0 SIZE RAFTER NAIL QUANTITY NAIL QUANTITY NAILING TOP PLATEPER CS16 E.N. PLAN (26) 8d (13) 8d CONT. 2X PLATE PER 7/SD1 CS14 2X4 SHEAR ENTIRE WALL TO (36) 8d (18) 8d 8d, 4 1/8" O.C. C (2) CS16 MATCH WALL BELOW-- V-2" (52) 8d 2X FRAMING AT 16" O.C. STRAP —SHEAR ENTIRE WALL ABOVE CEILING JOISTS D (2) CS14 LSTA18 STRAP STUD TO LSTA18 STRAP STUD TO (72) 8d PER SWS TYPE "4*" /STUD AT 4'-0" O.C. STUD AT 4'-0" O.C. E.N. AT EACH STRAP �l 2X BLOCK AT �24" O.C., TYP 2X BLOCK CJ PER PLAN A35 CLIP AT V-8" O.C. OR SOLID ' ONT. 2X LEDGER WITH E.N. BLOCK AT 24" O.C. (2) 16d AT 16" O.C., TYP PROVIDE GAP BETWEEN PANELS 1/2 STRAP LENGTH NTOP PLATE AS REQ'D. BY MFR., 1/8" MIN. 1/2 STRAP LENGTH PER 6/SD1 E.N., TYP TOP PLATE PER 6/SD1 WALL FRAMING PER PLAN SHEAR PER PLAN WHERE OCCURS SHEAR PER PLAN_[,,, WALL FRAMING PER PLAN, TYP NOTE: ADJACENT CEILING, WHERE OCCURS, NOT SHOWN FOR CLARITY. SHEAR WALL DETAIL 19 ROOF FRAMING DETAIL 15 NO SCALE BM PER PLAN LSTA24 POST PER PLAN S D 2 NO SCALE SD2 MSTA24 STRAP AT PARALLEL TOP PLATE, UNO 'TOP PLATE PER 6/SDI WALL FRAMING PER PLAN BEAM DETAIL 18 NO SCALE SD2 MSTA24 STRAP AT PARALLEL TOP PLATE, UNO 1/2 TOP PLATE STRAP PER 6/SD1 LENGTH NOTCH BEAM AT PERPENDICULAR BEAM PER PLAN PLATES, WHERE (2) 16d NAILS, TYP WALL FRAMING PER PLAN NOTCH SHALL NOT EXTEND INTO MIDDLE THIRD OF BEAM CUR. SPAN LJ 1 TAPER CUT BEAM /4" CLEAR TO t00F PLY MIN. PLAN PER PLAN Q BEAM PER PLAN WHERE OCCURS Cn N _ STUD WALL PER PLAN BEND STRAP ACROSS BOTT. OF BEAM WHERE REQ'D TYPICAL POST TO BEAM DETAIL NO SCALE A34 HGR PER SCI ALWAYS PROVIDE OPPOSING BRACE ACE PER 6/SD2, TYP PER PLAN NO SCALE STRAP AND NAILING PER SCHEDULE SECOND STRAP WITH NAILING PER SCHEDULE PLY AND NAILING PER PLAN //WHERE OCCURS 16d AT 12" O.C.f CONT. BLOCK PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULE SECOND STRAP WITH E�NAIUNG PER SCHEDULE PLY AND NAILING PER PLAN 1 WHERE OCCURS JOIST OR TRUSS PER PLAN 'BLOCK PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS TYPICAL DRAG STRAP DETAILS NO SCALE TYPICAL DRAG STRAP SCHEDULE DRAG STRAP CONT. BLOCK END/LAP LAP LENGTH END LENGTH MID MARK REQ'D SIZE LENGTH NAIL QUANTITY NAIL QUANTITY NAILING A CS16 2X4 V-2' (26) 8d (13) 8d 8d, 4 1/8" O.C. B CS14 2X4 V-7" (36) 8d (18) 8d 8d, 4 1/8" O.C. C (2) CS16 2X8 V-2" (52) 8d (26) 8d STRAP AT EACH D (2) CS14 2X8 V-7" (72) 8d (36) 8d AT EACH STRAP NOTES: 1. PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF EACH PIECE OF CONTINUOUS STRAP. HIP/VALLEY PER PLAN 16d AT 8" O.C. 2X4 STRONG -BACK AT BRACE PLAN SECTION A ROOF PLY AND NAILING PER PLAN DRAG STRAP PER ROOF PLY. AND PLAN, WHERE OCCURS N7UNG PER PLAN QRpFESSIONq K. B �F + E.N. + I 2X BLOCK �No. 75688r" RAF17ER PER PLAN RBC CUP AT 2'-0" O.0 6 0 18 S� CIV1\- A E.N. TOP PLATE gTFOFCAUFOEz PER 6/SD1 2X6 HIP/VALLEY 3/07/17 THESE PLANS HAVE BEEN REVIEWED BRACE PER PLAN SOLE NAILING PER 1/SD1 12d EA BLOCK FOR COMPLIANCE ONLY WITH THE E.N ATTACHED STRUCTURAL 1 1/4" LSL RIM (U.N.O.) CALCULATIONS 6, MIN. WITH 16d TO EACH CJ BLOCK AT 24" O.C. JOIST/BLOCK FLANGE ---_]f 2 BLOCK SOLID BELOW PROVIDE GAP BETWEEN PANELS E.N.--,,,POSTS ABOVE CJ PER PLAN (5) 16d, TYP AS REQ'D. BY MFR., 1/8" MIN. A35 CLIP PER SHEAR WALL ++ E.N., TYP SCHEDULE, OTHERWISE 4'-0" O.C., TYP. LSTA36 STRAP AT 4'-0" O.C. MAX 8d TO TOP PLATE A35 SHEAR PER PLAN E.S. OF WEB WHERE OCCURS, TYP - TOP PLATE PER 6/SD1 WALL / BEAM PER PLAN WALL FRAMING V'FY STUD DIRECTLY AT BRACE, TYP. PER PLAN 383 Rio Undo Ave. Suite 200 Chico, CA 95926 TYPICAL HIP/VALLEY BRACE DETAIL F 8 DETAIL 4 P. 530.592.4407 SummitChico.com NO SCALE LS NO SCALE SD2 BEAM PER PLAN POST PER PLAN 0 _I J 2X4 STRONG -BACK AT BRACE Q STRAPS PER STRAP PER PLAN PLAN, TS22 AT EACH SIDE OF M A35, TYP U.N.O. A35, TYP—\ POST/BEAM„ 0 W ST6224 U.N.O. LU PLAN SECTION A 0"" Cr Q NOTE: WHERE CONTINUOUS RIDGE VENT Z OCCURS, OMIT EDGE NAILING AND HOLD ROOF BEAM PER PLAN BEAM PER PLAN (.0 U RIDGE SHEATHING BACK FROM RIDGE AS REQUIRED. BEAM TO BEAM CONNECTION POST TO BEAM CONNECTION d" LL PER PLAN RAFTER TO RAFTER STRAP M _ ER PLAN, WHERE OCCURS SPLICE WHERE V U POST PER PLAN RAFTER PERZPLAN-,NOOF SHEATHING PERSOLEPLATE PLAN OIII CCURS BEAM PER PLAN Z Uj Q U 2X4 DF#2 RAFTER TIE ATER PLAN �A35, TYP Q EVERY RAFTER TO RAFTER(3) 16d FLOOR J V) w CONN., 2'-0" O.C. MAX. PLY PER SOLID U (5) 16d NAILS AT PLAN BLOCK I w 1/4" CUR TYP EA. 2X TO RAFTER _ CONN. TYP. RIMJOIST • PER PLAN STRAP PER PLAN LL U A35, TYP—/ AT EACH SIDE OF 0 A TOP PLATE POST/BEAM„ Z Q Q 0 STRAP PER PLAN PER PLAN AT EACH SIDE OF ST6224 U.N.O. w POST PER PLAN S�6224EU.N.O. POST PER PLAN w LLJ N 2X6 RIDGE 16d AT 8" O.C. v L�� BRACE PER PLAN POST TO POST CONNECTION BEAM TO POST CONNECTION 1 m TYPICAL RIDGE DETAIL TYPICAL POST/BEAM CONNECTION DETAILS 3 Q :V)) NO SCALE SD2 NO SCALESD2 a-� (=z N O 2X SOLID BLOCK WITH Qr- Z 0 NAILING TO MATCH SOLE ROOF PLY AND Uj ^ cc NAILING PER SHEAR WALL SCHED NAILING PER PLAN E.N., TYP t G 1'-0" MAX 2'-0" Q w < E.N. (3) 16d TOENAILS w i FASCIA/SOFFIT VERTICAL BRACE WHERE OCCURS BY OTHERS E.N. �+O 2X RAFTER ROOF PLYWOOD PER PLAN PER PLAN 2X4 DF#2 FLAT 2X BLOCK AT 48" O.C. WITH OUTLOOKER AT 30" (4) 16d TOENAILS EACH EN RAFTER (5) 16d NAILS TYP. O.C., NOTCH RAFTER PER *+ • TO SEAT OUTLOOKER TOP PLATE PER 6/SD1 a 1 PTLLAAN, U. 2X CONT.PURj~ (5LIN NAILS PLYWOOD AND NAILING < AT ) (5EA. BRACE TO MATCH WALL w BELOW. NOTCH PLY Uj ALWAYS PROVIDE MIN, 2X6 BRACE AT SPACINGWALL FRAMING ADD 2X4 FLAT TO OPPOSING BRACES AROUND OUTLOOKERS� PER PLAN PER PLAN, 4 -0" O.C. MAX. BRACES LONGER3 2 MIN., TYP THAN 6'-0" WITH w 1 16d AT 12" O.C. ,, J 2X6 BRACE AT 4' "" 2X CLG. JOIST IO.C. WITH (4) 16 PER PLAN NAILS EACH END ��X\(5) 16d NAILS PROVIDE GAP BETWEEN PANELS 2X STUDS AT 16" O.C. OR A35 CUP AS REQ'D. BY MFR., 1/8" MIN. CEILING BEAM AS OCCUR E.N., TYP J PER PLAN OR 2X DBL TOP PLATE GBC CUP E.S. BLOCK AT 24" O.C. PER TOP OF EA BRACE AMID '—MID END PLYWOOD AND WALL FRAMING NAILING NAILING NAILING NAILING NAILING NOTE: PURUN SIZE SHALL MATCH RAFTER SIZE NAILING PER PLAN PER PLAN 14 TYPICAL DRAG STRAP SCHEDULE 10 TYPICAL ROOF PURLIN DETAIL 6 TYPICAL GABLE END DETAIL J Ln Q U � Q SD2 NO SCALE LS NO SCALE SD2 NO SCALE SD2 - LU t>ERPAfftt� of -14!s, SUITE COUNTY DEVELOPMENT SERVICES REVIEWED FOR FOR CODE lCO!,i LIANCE. ' DRAG STRAP PER PLAN, WHERE OCCURS CODE COMPLI ICE (5) 16d NAIL! 4-2X4 STRONG -BACK AT BRACE PLAN SECTION n a 2X6 HIP/VALLEY BRACE PER PLAN - (5) 16d NAILS ROOF PLY AND NAILING PER PLAN E.N. ROOF PLY AND DATE By MAR Z 1 lu17 NAILING PER PLAN h++� RAFTER PER PLAN CONT. 2X PLATE WALL FRAMING PER ROOF PLY AND HIP OR VALLEY PER PLAN PLAN. USE 3X STUDS NAILING PER PLAN q WHERE HT < 12" 8) 16d AT EA 2X CJ/TIE SOLE NAILING PER 1/SD1 WHERE TOP OF CJ IS NOT TO RAFTER CONNECTION REVISIONS: 16d AT 8" O.C. 12d EA BLOCK HELD IN PLACE PROVIDE " " E.N CONT. 1X4 WITH (2) 8d ' BLOCK AND E.N. AT I � PC#1 3/07/17 1 1/4" LSL RIM (U.N.O.) EACH CJ AND EA. END ��JOISTS, WHERE OCCURS WITH 16d TO EACH CJ BLOCK AT 24" O.C. --,E.N. iSOUD BLOCK EACH SIDE OF BRACE JOIST/BLOCK FLANGE ' LSTA18 E.S., UNO.— A35 CUP, TYP SCJ PER PLAN V N J PER PLAN OR HGR PER SCHED. AT CJ, TYP� BM OR WALL PER PLAN TRIMMER/S POST PER BLOCK AT 32" O.C., PLAN j TYPICAL TOP PLATE -BEAM DETAIL F17 TYPICAL BRACING DETAIL F13 TYPICAL ROOF BRACE DETAIL NO SCALESD2 NO SCALE SD2 NO SCALE PROVIDE GAP BETWEEN PANELS E.N.-,,,PLAN AS REQ'D. BY MFR., 1/8" MIN. E.N., TYP LSTA36 STRAP AT 4'-0" O.C. MAX.-- BLOCK SOLID BELOW POSTS ABOVE A35 CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. Sd TO TOP PLATE CEILING JOIST PER WHERE OCCURS. PROVIDE SOLID WEB BACKING AT EACH SIDE OF "I" JOISTS PER MFR. AT ENTIRE RAFTER OVERLAP RBC CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. TOP PLATE PER 6/SD1 FASCIA BY OTHERS N. H2.5T EA. RAFTER SHEAR PER PLAN DATE: 1/30/17 SCALE: NTS DRAWN BY: RKB SHEAR PER PLAN WHERE OCCURS, TYP WALL FRAMING PER PLAN E.S. OF WEB TOP PLATE PER 6/SD1 WALL FRAMING PER PLAN JOB NUMBER: 17-111 SHEET: gDETAILF-5 TYPICAL CAL E VE DETAIL SD2 SD2 NO SCALE SD2 NO SCALE SD2 z LU > 0 LV ;7� .1. Q- :7� Go ONOMMOO