Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B17-0491 017-030-043
UNDERFLOOR CLEANOUT5: SHALL BE LOCATED WITHIN 20' OF CRAWL SPACE ACCESS. L-1.0' 4` N 1 ■ m O iA m 0 1 o A 0 2 om 30\ O ■ TUB dSHOWER (V F O 10TPW/ .72' TILE SURROUND I Q d 5AFETY GLA55 z �... ENCLOSURE p t— In In O N N m d) O OLu Ju t Q `U w0 ���W >p In Q N O x a < w GRANITE +3&* =F}} is O O N d O TOP a SPLASH LL 0 ON � 4 m V GRANITE +36"0 BEDROOM #3 F TOP dSPLASHFitt U) BEDROOM #2 MASTERN MA5TER BEDROOM CARPET FLOOR I (V ® CARPET FLOOR SEE NOTES: BEDROOM. CARPET FLOOR I BAITH TH TILE FLOOR SEE NOTES: BEDROOM. TILE_ LOOR SEE NOTES: BEDROOM. SEE NO ES: SEE NOTES O BATHR M, BATHROOM. ■ ATTIC PASSAGEWAY; O N SEE NOTES: ATTIC. TOWEL BAR 2665 2868 y`! � HALL � �� HALL � b tu rRo " w 1 BI -PASS DOORS M ry Hose 0 6068 !h It FAN— i 2465 , ems d) CEILING GRANITE CLOSET �ar�» 0 iq CLOSET BREAK — TOP +30" 2 SHELVES a 2 POLES ( 4'-0" 4'-8' 3'- 1 O' 31- 1 O" 4'-6' I � LIVING ROOM ISLAND +36' i I WOOD OR GRANITE TOP RESILIENT FLOOR SEE NOTES: FLOOR DINING AREA I COVERING. KIT CHEN Q WOOD OF, Q WOO OR<IH RESILIENT LOOR ~Id LOPI WOOD5TOVE RESILIENT FLOOR :p J SEE NOTES, IfITCHEN a A MODEL: REPUBLIC 1 250 SEEN TES, KITCHEN a tD LIQ DINING. <I1L CONFIRM COMBUSTIBLE DININ . (� yl CLEARANGESW/MANU<*/ o < SPECS. � I _ F I I gW N= nTWOODSTOVE �so<F GRANITE +36" DRAFT = V V SEE NOTES: ° t�S�� TOP a SPLASH STOVE j I .• •• F_ I FIREPLACES. o F -1 I N IL I N (L I CONFIRM DIMENSIONS. 4"X6" 4"X6" I 605OR5 +HB S y 605OL5 Jry ,o 4 �,, L-2.15' N 2 1'-0" G 3 4'-6" ENTRY 4• ` L -3.1 G L-3.15' o I Q in 10056 302 1 FX 60 6FX 302 1 FX14 ° /4\- ry 30565G G 60 GFX 30565 Z 4` I`SS. Sd MFR ° LANDINGS: SEE NOTES, (1) ry = I N = 6 ° LANDINGS. ° ° ° ° ° ° ° ° ° ° ° ° Z COVEREt7 PORCH + ° COMPOSITE DECKING HARpIO 51DING d CEILING SEE NOTES, LANDINGS a W.U.I. 6"X6" PT POST GUARDS: I 6"W PT P05T + G ° CONT. FROM SEE NOTES: PTAIR5, CONT. FROM ° 3 FNDN TO ROOF HANDRAILS GUARDS. FNDN TO ROOF 00 ° ° ° ° ° 0 ° ° ° ° ° ° ° ° ° ° ° ° ° 01 1 ° ° ° ° ° ° ° ° ° ° 093 ° ° ° ° ° ° ° ° ° ° -__ [ TH15_PLAN _TO COMPLY YVITH THE_FOLLOWINO: F G. S.H. G. 5. • 2016 CALIFORNIA RESIDENTIAL CODE (GRG), • 2016 CALIFORNIA MECHANICAL CODE (GMC), w- • 2016 CALIFORNIA PLUMBING CODE (CPG), ROKE D•�i I R S. /-F. F. P.T. • 2016 CALIFORNIA ELECTRICAL CODE (GEC), ARCH • 201 6 CALIFORNIA FIRE CODE (CFC), • 201 6 CALIFORNIA ENERGY CODE • 2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE �-. T•H (COMMONLY GALLED "CALGREEJ') OUND; • 2016 GRG SECTION R32•7 FOR EXTERIOR WILDFIRE EXPOSURE IN TOP D �I A WILDLAND URBAN INTERFACE. OCCUPANCY GROUP: 1 O' -O" • O FG N O CONCRETE U) SHOWER COMPARTMENTS: TOILET: SHOWER COMPARTMENTS: TOILET: 56 51M. 2 SEE NOTES, BATHROOMS. SEE NOTES, BATHROOM. SEE NOTES, BATHROOMS. SEE NOTES, BATHROOM. TRIPLE SLIDING - 2 SINGLE AWNING SHOWER VALVE NOTE: EXHAUST DUCTS: SHOWER VALVE NOTE: EXHAUST DUCTS: SERVICE: TRIPLE HOPPER • SEE NOTES, BATHROOM. SEE NOTES, BATHROOM.10'-0' SEE NOTES, BATHROOM. SEE NOTES, BATHROOM. UTILITIES. ST6 O 8'-O' 1I 12'-4" a ELEGTRIGAL 2'-4- 6°-4' � 12'-4' W-2" 3.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE 19'-6' SERVICE PANELS. 76 6'-8' S'-8' 2'-1 O' 2'-6' 1 '-O" 6'-6' S'-1 O' 4'-6" 4'-8' 2'-4' 8'-4' 8'- 1 O' HVAC GOND. UNIT: WATER_HEATER NOTES: ELEVATION AND TYPICAL WALL OPENING SCHEDULE. — ■ ELECT. DRYER VEN, 4.) ANY DISCREPANGIE5 BETWEEN FRAMING 5HOWN AND FINAL INSPECTION. CG BC 4.408 5.) SUBMIT RESIDENTIAL MANDATORY MEASURES TYP. FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT NOTES, WATER HVAC C0 D. UNIT TO THE ENGINEER OF RECORD. 1.) SEE NOTES, HEATING d 5.) ALL EXP05ED FRAMING SHALL BE PRESSURE 1.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERIN15E: HEA J?,16 TREATED WITH TREATMENT PROCESS AND EXTERIOR WALL5: 2'x6' DF STUDS® 16" c/c • APPLICATION APPROPRIATE FOR EXPOSURE TYP. Q LAIU DRY y(� � GooLlrlG. 2.) SEE ELEGTRIGAL NOTES, ® 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN SAFETY .p COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, \5/" SD 1'G SD 1 GLASS HVAC, CONDENSING UNIT. 6026R5 362OL5 PERMIT # ` B �}"X6" 605OLS 4"" 562 Cal 6026RS L-1.0' 4` N 1 ■ m O iA m 0 1 o A 0 2 om 30\ O ■ TUB dSHOWER (V F O 10TPW/ .72' TILE SURROUND I Q d 5AFETY GLA55 z �... ENCLOSURE p t— In In O N N m d) O OLu Ju t Q `U w0 ���W >p In Q N O x a < w GRANITE +3&* =F}} is O O N d O TOP a SPLASH LL 0 ON � 4 m V GRANITE +36"0 BEDROOM #3 F TOP dSPLASHFitt U) BEDROOM #2 MASTERN MA5TER BEDROOM CARPET FLOOR I (V ® CARPET FLOOR SEE NOTES: BEDROOM. CARPET FLOOR I BAITH TH TILE FLOOR SEE NOTES: BEDROOM. TILE_ LOOR SEE NOTES: BEDROOM. SEE NO ES: SEE NOTES O BATHR M, BATHROOM. ■ ATTIC PASSAGEWAY; O N SEE NOTES: ATTIC. TOWEL BAR 2665 2868 y`! � HALL � �� HALL � b tu rRo " w 1 BI -PASS DOORS M ry Hose 0 6068 !h It FAN— i 2465 , ems d) CEILING GRANITE CLOSET �ar�» 0 iq CLOSET BREAK — TOP +30" 2 SHELVES a 2 POLES ( 4'-0" 4'-8' 3'- 1 O' 31- 1 O" 4'-6' I � LIVING ROOM ISLAND +36' i I WOOD OR GRANITE TOP RESILIENT FLOOR SEE NOTES: FLOOR DINING AREA I COVERING. KIT CHEN Q WOOD OF, Q WOO OR<IH RESILIENT LOOR ~Id LOPI WOOD5TOVE RESILIENT FLOOR :p J SEE NOTES, IfITCHEN a A MODEL: REPUBLIC 1 250 SEEN TES, KITCHEN a tD LIQ DINING. <I1L CONFIRM COMBUSTIBLE DININ . (� yl CLEARANGESW/MANU<*/ o < SPECS. � I _ F I I gW N= nTWOODSTOVE �so<F GRANITE +36" DRAFT = V V SEE NOTES: ° t�S�� TOP a SPLASH STOVE j I .• •• F_ I FIREPLACES. o F -1 I N IL I N (L I CONFIRM DIMENSIONS. 4"X6" 4"X6" I 605OR5 +HB S y 605OL5 Jry ,o 4 �,, L-2.15' N 2 1'-0" G 3 4'-6" ENTRY 4• ` L -3.1 G L-3.15' o I Q in 10056 302 1 FX 60 6FX 302 1 FX14 ° /4\- ry 30565G G 60 GFX 30565 Z 4` I`SS. Sd MFR ° LANDINGS: SEE NOTES, (1) ry = I N = 6 ° LANDINGS. ° ° ° ° ° ° ° ° ° ° ° ° Z COVEREt7 PORCH + ° COMPOSITE DECKING HARpIO 51DING d CEILING SEE NOTES, LANDINGS a W.U.I. 6"X6" PT POST GUARDS: I 6"W PT P05T + G ° CONT. FROM SEE NOTES: PTAIR5, CONT. FROM ° 3 FNDN TO ROOF HANDRAILS GUARDS. FNDN TO ROOF 00 ° ° ° ° ° 0 ° ° ° ° ° ° ° ° ° ° ° ° ° 01 1 ° ° ° ° ° ° ° ° ° ° 093 ° ° ° ° ° ° ° ° ° ° -__ [ TH15_PLAN _TO COMPLY YVITH THE_FOLLOWINO: F G. S.H. G. 5. • 2016 CALIFORNIA RESIDENTIAL CODE (GRG), • 2016 CALIFORNIA MECHANICAL CODE (GMC), w- • 2016 CALIFORNIA PLUMBING CODE (CPG), ROKE D•�i I R S. /-F. F. P.T. • 2016 CALIFORNIA ELECTRICAL CODE (GEC), ARCH • 201 6 CALIFORNIA FIRE CODE (CFC), • 201 6 CALIFORNIA ENERGY CODE • 2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE �-. T•H (COMMONLY GALLED "CALGREEJ') OUND; • 2016 GRG SECTION R32•7 FOR EXTERIOR WILDFIRE EXPOSURE IN TOP D �I A WILDLAND URBAN INTERFACE. OCCUPANCY GROUP: 1 O' -O" • O FG N O CONCRETE U) SH SINGLE HUNG DH DOUBLE HUNG '7C -O" 56 o UPPER LS LEFT SLIDING" RS R16HT SLIDING"• TS TRIPLE SLIDING - AW SINGLE AWNING FA DOUBLE AWNING TA TRIPLE AWNING HO ELECT. SERVICE: TRIPLE HOPPER • UP ■ O SEE NOTES, UTILITIES. ST6 O TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.- 1I J� J a ELEGTRIGAL NOTES: � rm 3.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE W SERVICE PANELS. 76 v I INTERIOR WALLS: 2X4 DF STUD AT 16" O.G. PER SECTION R3 15.3 OR NFPA 1 3D. DESIGN BY 20.6vo m L-1.0' 4` 3,) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL 6 WATER_HEATER NOTES: ELEVATION AND TYPICAL WALL OPENING SCHEDULE. — ■ ELECT. DRYER VEN, 4.) L-1.0' 4` N 1 ■ m O iA m 0 1 o A 0 2 om 30\ O ■ TUB dSHOWER (V F O 10TPW/ .72' TILE SURROUND I Q d 5AFETY GLA55 z �... ENCLOSURE p t— In In O N N m d) O OLu Ju t Q `U w0 ���W >p In Q N O x a < w GRANITE +3&* =F}} is O O N d O TOP a SPLASH LL 0 ON � 4 m V GRANITE +36"0 BEDROOM #3 F TOP dSPLASHFitt U) BEDROOM #2 MASTERN MA5TER BEDROOM CARPET FLOOR I (V ® CARPET FLOOR SEE NOTES: BEDROOM. CARPET FLOOR I BAITH TH TILE FLOOR SEE NOTES: BEDROOM. TILE_ LOOR SEE NOTES: BEDROOM. SEE NO ES: SEE NOTES O BATHR M, BATHROOM. ■ ATTIC PASSAGEWAY; O N SEE NOTES: ATTIC. TOWEL BAR 2665 2868 y`! � HALL � �� HALL � b tu rRo " w 1 BI -PASS DOORS M ry Hose 0 6068 !h It FAN— i 2465 , ems d) CEILING GRANITE CLOSET �ar�» 0 iq CLOSET BREAK — TOP +30" 2 SHELVES a 2 POLES ( 4'-0" 4'-8' 3'- 1 O' 31- 1 O" 4'-6' I � LIVING ROOM ISLAND +36' i I WOOD OR GRANITE TOP RESILIENT FLOOR SEE NOTES: FLOOR DINING AREA I COVERING. KIT CHEN Q WOOD OF, Q WOO OR<IH RESILIENT LOOR ~Id LOPI WOOD5TOVE RESILIENT FLOOR :p J SEE NOTES, IfITCHEN a A MODEL: REPUBLIC 1 250 SEEN TES, KITCHEN a tD LIQ DINING. <I1L CONFIRM COMBUSTIBLE DININ . (� yl CLEARANGESW/MANU<*/ o < SPECS. � I _ F I I gW N= nTWOODSTOVE �so<F GRANITE +36" DRAFT = V V SEE NOTES: ° t�S�� TOP a SPLASH STOVE j I .• •• F_ I FIREPLACES. o F -1 I N IL I N (L I CONFIRM DIMENSIONS. 4"X6" 4"X6" I 605OR5 +HB S y 605OL5 Jry ,o 4 �,, L-2.15' N 2 1'-0" G 3 4'-6" ENTRY 4• ` L -3.1 G L-3.15' o I Q in 10056 302 1 FX 60 6FX 302 1 FX14 ° /4\- ry 30565G G 60 GFX 30565 Z 4` I`SS. Sd MFR ° LANDINGS: SEE NOTES, (1) ry = I N = 6 ° LANDINGS. ° ° ° ° ° ° ° ° ° ° ° ° Z COVEREt7 PORCH + ° COMPOSITE DECKING HARpIO 51DING d CEILING SEE NOTES, LANDINGS a W.U.I. 6"X6" PT POST GUARDS: I 6"W PT P05T + G ° CONT. FROM SEE NOTES: PTAIR5, CONT. FROM ° 3 FNDN TO ROOF HANDRAILS GUARDS. FNDN TO ROOF 00 ° ° ° ° ° 0 ° ° ° ° ° ° ° ° ° ° ° ° ° 01 1 ° ° ° ° ° ° ° ° ° ° 093 ° ° ° ° ° ° ° ° ° ° -__ [ TH15_PLAN _TO COMPLY YVITH THE_FOLLOWINO: F G. S.H. G. 5. • 2016 CALIFORNIA RESIDENTIAL CODE (GRG), • 2016 CALIFORNIA MECHANICAL CODE (GMC), w- • 2016 CALIFORNIA PLUMBING CODE (CPG), ROKE D•�i I R S. /-F. F. P.T. • 2016 CALIFORNIA ELECTRICAL CODE (GEC), ARCH • 201 6 CALIFORNIA FIRE CODE (CFC), • 201 6 CALIFORNIA ENERGY CODE • 2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE �-. T•H (COMMONLY GALLED "CALGREEJ') OUND; • 2016 GRG SECTION R32•7 FOR EXTERIOR WILDFIRE EXPOSURE IN TOP D �I A WILDLAND URBAN INTERFACE. OCCUPANCY GROUP: 1 O' -O" WINDOW LABELS O FG FIXED GLA55 CONCRETE 20'-0" SH SINGLE HUNG DH DOUBLE HUNG '7C -O" 56 (-q).EA.T UPPER LS LEFT SLIDING" RS R16HT SLIDING"• TS TRIPLE SLIDING - AW SINGLE AWNING FA DOUBLE AWNING TA TRIPLE AWNING HO HOPPER FH DOUBLE HOPPER TH TRIPLE HOPPER • UP DRYER SHEETS SD 1 -SD3 FOR ADDITIONAL INFORMATION. -NOTE: WINDOWS ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. O TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.- 1I J� J TO VET TO WASHER 0.5.NAIR URBAN INTERFACE. � rm 3.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE W in T1r'. ALL v I INTERIOR WALLS: 2X4 DF STUD AT 16" O.G. PER SECTION R3 15.3 OR NFPA 1 3D. DESIGN BY 20.6vo m OTHERS. SEPARATE PERMIT WILL BE REQUIRED. 3,) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL 6 WATER_HEATER NOTES: ELEVATION AND TYPICAL WALL OPENING SCHEDULE. REPORT TO THE BUILDING DEPARTMENT PRIOR TO 4.) ANY DISCREPANGIE5 BETWEEN FRAMING 5HOWN AND FINAL INSPECTION. CG BC 4.408 5.) SUBMIT RESIDENTIAL MANDATORY MEASURES WALLS FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT NOTES, WATER TO THE ENGINEER OF RECORD. 6.) PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. 5.) ALL EXP05ED FRAMING SHALL BE PRESSURE 1.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERIN15E: HEA J?,16 TREATED WITH TREATMENT PROCESS AND EXTERIOR WALL5: 2'x6' DF STUDS® 16" c/c • APPLICATION APPROPRIATE FOR EXPOSURE 1/2 LITE � Q LAIU DRY y(� � ACCORDING TO MFR'5 WRITTEN GUIDELINE5. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN SAFETY .p COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. GLASS WOOD O 6 to PERMIT # ` DOOR 111 RE5ILI N FLOOR N GONG. STOOP: REVIEWED FOR D : LAUNDRY. Hr)U.2 MIN. 36" IN / L I 013 55T6 76 DIRECTION OF '� GRANITE +56" TRAVEL 1 I TOP d SPLASH LANDINGS: SEE NOTES, I 7NK777 LANDINGS. I ____ L-1.0' 4` N 1 ■ m O iA m 0 1 o A 0 2 om 30\ O ■ TUB dSHOWER (V F O 10TPW/ .72' TILE SURROUND I Q d 5AFETY GLA55 z �... ENCLOSURE p t— In In O N N m d) O OLu Ju t Q `U w0 ���W >p In Q N O x a < w GRANITE +3&* =F}} is O O N d O TOP a SPLASH LL 0 ON � 4 m V GRANITE +36"0 BEDROOM #3 F TOP dSPLASHFitt U) BEDROOM #2 MASTERN MA5TER BEDROOM CARPET FLOOR I (V ® CARPET FLOOR SEE NOTES: BEDROOM. CARPET FLOOR I BAITH TH TILE FLOOR SEE NOTES: BEDROOM. TILE_ LOOR SEE NOTES: BEDROOM. SEE NO ES: SEE NOTES O BATHR M, BATHROOM. ■ ATTIC PASSAGEWAY; O N SEE NOTES: ATTIC. TOWEL BAR 2665 2868 y`! � HALL � �� HALL � b tu rRo " w 1 BI -PASS DOORS M ry Hose 0 6068 !h It FAN— i 2465 , ems d) CEILING GRANITE CLOSET �ar�» 0 iq CLOSET BREAK — TOP +30" 2 SHELVES a 2 POLES ( 4'-0" 4'-8' 3'- 1 O' 31- 1 O" 4'-6' I � LIVING ROOM ISLAND +36' i I WOOD OR GRANITE TOP RESILIENT FLOOR SEE NOTES: FLOOR DINING AREA I COVERING. KIT CHEN Q WOOD OF, Q WOO OR<IH RESILIENT LOOR ~Id LOPI WOOD5TOVE RESILIENT FLOOR :p J SEE NOTES, IfITCHEN a A MODEL: REPUBLIC 1 250 SEEN TES, KITCHEN a tD LIQ DINING. <I1L CONFIRM COMBUSTIBLE DININ . (� yl CLEARANGESW/MANU<*/ o < SPECS. � I _ F I I gW N= nTWOODSTOVE �so<F GRANITE +36" DRAFT = V V SEE NOTES: ° t�S�� TOP a SPLASH STOVE j I .• •• F_ I FIREPLACES. o F -1 I N IL I N (L I CONFIRM DIMENSIONS. 4"X6" 4"X6" I 605OR5 +HB S y 605OL5 Jry ,o 4 �,, L-2.15' N 2 1'-0" G 3 4'-6" ENTRY 4• ` L -3.1 G L-3.15' o I Q in 10056 302 1 FX 60 6FX 302 1 FX14 ° /4\- ry 30565G G 60 GFX 30565 Z 4` I`SS. Sd MFR ° LANDINGS: SEE NOTES, (1) ry = I N = 6 ° LANDINGS. ° ° ° ° ° ° ° ° ° ° ° ° Z COVEREt7 PORCH + ° COMPOSITE DECKING HARpIO 51DING d CEILING SEE NOTES, LANDINGS a W.U.I. 6"X6" PT POST GUARDS: I 6"W PT P05T + G ° CONT. FROM SEE NOTES: PTAIR5, CONT. FROM ° 3 FNDN TO ROOF HANDRAILS GUARDS. FNDN TO ROOF 00 ° ° ° ° ° 0 ° ° ° ° ° ° ° ° ° ° ° ° ° 01 1 ° ° ° ° ° ° ° ° ° ° 093 ° ° ° ° ° ° ° ° ° ° -__ [ TH15_PLAN _TO COMPLY YVITH THE_FOLLOWINO: F G. S.H. G. 5. • 2016 CALIFORNIA RESIDENTIAL CODE (GRG), • 2016 CALIFORNIA MECHANICAL CODE (GMC), w- • 2016 CALIFORNIA PLUMBING CODE (CPG), ROKE D•�i I R S. /-F. F. P.T. • 2016 CALIFORNIA ELECTRICAL CODE (GEC), ARCH • 201 6 CALIFORNIA FIRE CODE (CFC), • 201 6 CALIFORNIA ENERGY CODE • 2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE �-. T•H (COMMONLY GALLED "CALGREEJ') OUND; • 2016 GRG SECTION R32•7 FOR EXTERIOR WILDFIRE EXPOSURE IN TOP D �I A WILDLAND URBAN INTERFACE. OCCUPANCY GROUP: NOTE: HOLD TOP OF WINDOW5 AT W -O". UNLESS NOTED OTHERWISE 1317-0491 017-030-043 118 \ 1, V: 22, 2017 NSFD (2059) CO's (200) • OCCUPANCY 15 R3/U GON5TRUGTION TYPE: • CONSTRUCTION TYPE 15 VB FIRE SPRINKLERS: • REQUIRED, PLAN BY OTHERS. V 1 j MAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY CALLS -" 22 1 89 SAM50N AVENUE, CORNING, CALIFORNIA 9602 1 PHONE: (530) 321--1242 CELL EMAIL ADDRESS: Max®CadMama.com v. 4 v l'O 1 O' -O" WINDOW LABELS O FG FIXED GLA55 CONCRETE 20'-0" SH SINGLE HUNG DH DOUBLE HUNG '7C -O" 56 SINGLE CASEMENT DG DOUBLE CASEMENT TO TRIPLE CASEMENT LS LEFT SLIDING" RS R16HT SLIDING"• TS 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 SHEETS SD 1 -SD3 FOR ADDITIONAL INFORMATION. -NOTE: WINDOWS ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. NOTE: HOLD TOP OF WINDOW5 AT W -O". UNLESS NOTED OTHERWISE 1317-0491 017-030-043 118 \ 1, V: 22, 2017 NSFD (2059) CO's (200) • OCCUPANCY 15 R3/U GON5TRUGTION TYPE: • CONSTRUCTION TYPE 15 VB FIRE SPRINKLERS: • REQUIRED, PLAN BY OTHERS. V 1 j MAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY CALLS -" 22 1 89 SAM50N AVENUE, CORNING, CALIFORNIA 9602 1 PHONE: (530) 321--1242 CELL EMAIL ADDRESS: Max®CadMama.com v. 4 v l'O 1 O' -O" L-3.25 O 6_0" 2'-1 O" CONCRETE 20'-0" LANDING �m IJO 2 1'-o" '7C -O" v p z r STAIRS d HANDRAILS: SEE NOTE5: STAIRS, HANDRAILS d GUARDS. 10'-0" 1 O' -O" O 6_0" 2'-1 O" 12'-2' 20'-0" �m IJO 2 1'-o" '7C -O" 0 z r .Q.n lu k K � W� SCALE: 1/4" - V-0" O FLOOR PLAN NOTES: FLOOR_ P�.AN STRUOTURAL NOT _5_ 1.) NOTE: ALL NOTES ON THIS PLAN REFER TO THE NOTES, 1,) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL LOCATED ON SHEET 6. Z 4 K SHEETS SD 1 -SD3 FOR ADDITIONAL INFORMATION. 2.) THIS PLAN SHALL COMPLY WITH THE REOUIREMENT5 2•) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.- OF THE CRO SECTION R321 FOR THE WILDLAND- J� J URBAN INTERFACE. � rm 3.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE W EXTERIOR WALL: 2X4 DF#2 AT 16" O.G. REQUIRED FOR THIS RESIDENCE (AND GARA(SE) AS GAL GREEN NOTES INTERIOR WALLS: 2X4 DF STUD AT 16" O.G. PER SECTION R3 15.3 OR NFPA 1 3D. DESIGN BY 20.6vo OTHERS. SEPARATE PERMIT WILL BE REQUIRED. 3,) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL 4.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT ELEVATION AND TYPICAL WALL OPENING SCHEDULE. REPORT TO THE BUILDING DEPARTMENT PRIOR TO 4.) ANY DISCREPANGIE5 BETWEEN FRAMING 5HOWN AND FINAL INSPECTION. CG BC 4.408 5.) SUBMIT RESIDENTIAL MANDATORY MEASURES ASSESSORS MAP FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT CHECKLIST TO THE BUILDING DEPARTMENT. GGBG TO THE ENGINEER OF RECORD. 6.) PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. 5.) ALL EXP05ED FRAMING SHALL BE PRESSURE 1.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERIN15E: SD 1 STRUCTURAL DETAILS TREATED WITH TREATMENT PROCESS AND EXTERIOR WALL5: 2'x6' DF STUDS® 16" c/c APPLICATION APPROPRIATE FOR EXPOSURE INTERIOR 1NALL5: 2"x4" DF STUDS ® 16" c/c ACCORDING TO MFR'5 WRITTEN GUIDELINE5. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. O ` PERMIT # ` BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE / L I 013 DATE_ BY RECEIVED T RB AND ASSOCIATES L-4.25* ■ IY O N -1 19 REVIEWED FOR CODE COMPLIANCE APR 1 1 2017 TIED AND ASSCOC14TES SHEET INDEX 1 FLOOR PLAN 2 FOUNDATION PLAN FOUNDATION VENTILATION SECTION A-2 SECTION 5-2 3 ROOF PLAN ROOF VENTILATION TRUSS LAYOUT SHEET SECTION G-3 ARCH D (24" X 36") WHILE EVERY ATTEMPT NAS BEEN MADE IN THE PREPARATION OF THI5 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. DRAr,nN6 BY: 1(530)891-G585 qY,,AM,0Rff VALLEY ROAD Gomco, CALIFORNIA 959.13 LYNNSMITH5 2 *ATT.NET ENERGY GALLS BY: ,,,,*r GOLDEN SUN ` -SII 0i1111w- DESIGNS MAX RAMIREZ 7*71 oQ�oVESS/ov, K. -Of,No. 756887_' 71) clov 317/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. L <m Z O lu Q lL v �m IJO ul 0 z r .Q.n lu J O W� W5 -5R KITCHEN LIGHTING O Q n O J V Lu A Z 4 K lu O to IL lLLI J� J O � rm W GAL GREEN NOTES N LI\/ABLE: 2059 SgFt TOTAL GARA&E: O 5gFt TOTAL COVERED PATIO: 200 SgFt TOTAL 4 EXTERIOR ELEVATIONS DATE: 5 ELECTRICAL PLAN ELECTRICAL NOTES 3/7/201 -i 50ALE: W5 -5R KITCHEN LIGHTING WHOLE HOUSE VENTILATION SHOWN C> ELECTRICAL LEGEND p 6 GENERAL NOTES INCLUDING. GAL GREEN NOTES 20.6vo NOTES "7 PLOT LAN II v II OO lI ASSESSORS MAP SHEET SN STRUCTURAL NOTES r` SD 1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS 5UMMH 51 RUG] URAL UE5IGN - 51 RUGTURAL tzNGINetR G:\Users\Lynn\Documents\chief X9 Plans\Tom Hall - Marilyn Gannon\Gannon Residence.layout 383 RIO LINDO AVENUE #200, CHICO, CA 45926 OWNER: MARILYN CANNON (530) 592-440-1 WORK (530) 893-0396X HOME (530) 6-10-0354 CELL EMAIL ADDRESS: Rylando5ummitChico.com EMAIL ADDRESS: MCGardendeslgno6MaiLcom /47Ie ® COPYRIGHT 201'7 LYNN SMITH - DRAFTING 19 q SYCAMORE L - CHICO, CA 959'13 ALLEY ROAD, (530) 89 1-0585 WORK (530) 514-0585 CELL Lrn"e4^T a. -,.■■r EMAIL ADDRESS: Lynn5mith32®ATT.net TRUSS DESIGN r----------------------------------------1 INSULATION VALUES: R-2 1 RAISED FLOOR R-30 INSULATION ® (2) 2"x4" WALL5 WINDO11,15: LOW E, NON-METALLIC: U -FACTOR ® 0.30 MAX. 5HG0 ® 0.23 MAX. ; R-60 ATTIC INSULATION ; ROOF TRU55 TO HAVE MIN. 1 8" HEEL ; QUIET COOL, MODEL OC 5TL PRO -6.5 i (1) ELECTRIC HEAT PUMP WATER i HEATER: 80 GAL., MIN. EFF. FACTOR 5.12 MIN. HVAC: FAU W/ 94% I 1 COOLING SEER 0 14 1 I ' COOLING EER ® 12 ; R-8 DUCT INSULATION L ---------------------------------------- "NOTE: --------------------------------------"*NOTE: RADIANT BARRIER TO ALSO BE INSTALLED ON ALL VERTICAL SURFACES d GABLE ENDS IN THE ATTIC. COMP051TION ROOFING- ROOF VENTILATION: OVER 15# FELT OVER 1/2" SEE ROOF PLAN d ROOF VENTILATION GALLS. GPX PLYWOOD OR OSB WITH ` ECTION "A- 2 2 SCALE: 114"- 1'-0" EAVES d SOFFIT -NOTES: EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH GBG. SECTION 104A.2.3 EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE FIRE RESISTANT IN ACCORDANCE WITH GBG. SECTION 104A.3.2.3 EXTERIOR -GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER GBG 5EGTION '704A.3.2.2. ALL EXTERIOR WALL5: ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACGORDANGE WITH GBG. SECTION 104A.3 COMPOSITION ROOFING OVER 15# FELT OVER 1/2" CDX PLYWOOD OR OSB WITH 8 LI S AT 6, 12* c/o. PITCH 5 / 12 '72* FASCIA d GUTTER: CONNECT TO 2"x3" DOWN5POUT5 EAVE NOTE: USE 5/8' LP FLAMEBLOCKO OR 5/8" FLAME RETARDANT PLYWOOD AT EXPOSED EAVES. HARDY PLANK 5IDING0: A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES IS REQUIRED. FINISHED GRADE ROOF VENTILATION: SEE ROOF PLAN E ROOF VENTILATION GALLS. 8' TOP OF WINDOW CONTINUOUS RIDGE VENT TRU55E5 ®_24" G/G DESIGN R GALLS BY OTHERS ATTIC INSULATION AS PER ENERGY GALLS 5/8" GYP. BD. 1 /2" GYP. BD. DBL. 2" x4" STUD WALL ® 16" C/C 3/4" PLYWOOD_SUBFLOOR: OVER 1 1 7/8" TJI 1 10 FLOOR JOISTS® 16' C/G r----------------------------------------- INSULATION VALUES: R-21 RAISED FLOOR ' 1 R-30 INSULATION ® (2) 2'x4" WALLS lu WINDOWS: LOW E, NON-METALLIC•. 1 ' U -FACTOR 0 0.30 MAX. I ' SHGG 0 0.23 MAX. ' R-60 ATTIC INSULATION 0 ROOF TRU55 TO HAVE MIN. 18* HEEL ,Q QUIET COOL, MODEL OG STL PRO -65 Ul (1) ELECTRIC HEAT PUMP WATER 1 ' i :HEATER: ' 1 80 GAL., MIN. EFF. FACTOR 5.12 ; MIN. ' I HVAC: FAUN/ q4010 COOLING SEER 0 14 ; COOLING EER @ 12 ILIO R-8 DUCT INSULATION L ----------------------------------------J "NOTE: RADIANT BARRIER lu TO ALSO BE INSTALLED ON ft ALL VERTICAL SURFACES d T GABLE ENDS IN THE ATTIC. 2" X 4" 5TUD5 0 16" C/C N u) Q W I W HARDY PLANK SIDING®: {- A MINIMUM OF ONE LAYER OF NO. 1 5 Q ASPHALT FELT, COMPLYING WITH ASTM -1 D-226 FOR TYPE 1 FELT OR OTHER IL APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FIN15HES 15 REQUIRED. CONCRETE FIER: a Y411 6"50 x 12" DEEP CONCRETE FOOTING FOUNDATION DETAILS: �SEE STRUCTURAL PAGES FOR DETAILS $ FS-F.GT1ON-2 SCALE: 114"- 1'-0" 205q 5Q FT IN RESIDENCE 150 DIVIDED BY 150 13.1 50 FT OF REQUIRED VENTILATION 24" x 1 W FOUNDATION ACCESS VENT 220 NET 50 INCHES "NET FREE VENTILATION AREA" (NFVA) _ 144 DIVIDED BY 144 INCHES IN 50 FT 1.528 NFVA 50 FT PER TYPICAL FOUNDATION VENT 6"x 1 4" FOUNDATION VENT 11.0 NET SQ INCHES "NET FREE VENTILATION AREA* (NFVA) __144 DIVIDED BY 144 INCHES IN 50 FT 0.441 NFVA 5Q FT PER TYPICAL FOUNDATION VENT 15.1 REQUIRED 5G FT OF VENTILATION _-.1.5 LE55 (1) FOUNDATION ACCESS "NFVA" 12.2 0.4q DIVIDED BY 0.441 50 FT PER FOUNDATION VENT 24.41 REQUIRED FOUNDATION VENTS FOUNDATION VENTILATION NOTE - PROVIDE VENTILATING OPENINGS WITHIN 3 -FEET OF EACH FINISHED GRADE CORNER OF THE BUILDING. UNDERFLOOR ACCESS: PROVIDE AT LEAST (1) 1 6"x24" UNDER FLOOR ACCESS TO H U H WALL. UNDERFLOOR AREAS IF TRO A PERIMETER G E DE PROVIDE AT LEAST (1) 1 8'X24" UNDER FLOOR ACCESS TO UNDERFLOOR AREAS IF THROUGH THE FLOOR. UNDERFLOOR _GLEANOUTS: SHALL BE LOCATED WITHIN 20' OF AN EXTERIOR CRAWL SPACE ACCESS. 111115.1 SUBTERRANEAN TERMITE CONTROL METHODS: IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R501.2(1), METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A COMBINATION OF THESE METHODS: 1) CHEMICAL TERMITIGIDE TREATMENT, AS PROVIDED IN SECTION R3 15.2. 2) TERMITE BAITING SYSTEM INSTALLED AND MAINTAINED ACCORDING TO THE LABEL. 3) PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF SECTION R3 1 7.1. 4) NATURALLY DURABLE TERMITE -RESISTANT WOOD. 5) PHYSICAL BARRIERS AS PROVIDED IN SECTION R3 1 8.3 AND USED IN LOCATIONS A5 SPECIFIED IN SECTION R3 18. 1. 6) GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R603.2.14.01 -D -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R603.2.1. METHOD_3-WILLBE_U5ED_ON THI5 PROJECT WITH CLEARANCES AS PER GBG 3 1 7.1 d2, WOOD JOISTS WILL BE MORE THAN 15 INCHES d WOOD GIRDERS WILL BE MORE THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. THIS PROPERTY 15 IN A WILDLAND URBAN INTERFACE UNDERFLOOR. VENTILATION IN W.U.I.: VENTS SHALL BE LOCATED WITHIN 3 -FEET OF EACH CORNER OF THE BUILDING. (FOUNDATION VENTS FOR WILDFIRE EXPOSURE METAL SHAL L BE FULLY COVERED WITH WIRE MESH OR NONCOMBUSTIBLE MATERIALS WITH MINIMUM OF 1/ 1 Il SHALL NOT EXCEED 1 /8" OPENING5 IN COMPLIANCE WITH 2016 CRO SECTION R321.6.2.) �. 1 j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CAL65 0 _ 22 1841 SAMSON AVENUE, CORNING, CALIFORNIA q&021 PHONE: (530) 32 1 -1242 CELL EMAIL ADDRE55: Max®GadMama.com x x max. SCALE: 1/4" - 1'-0" FOUNDATION FJ_AN_5TRUGTURAL_NOTES 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD 1-5D3 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT 51ZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X4 DF#2 AT 16" O.G. INTERIOR WALLS: 2X4 DF STUD AT 16" O.G. 4.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 5.) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE 1 1 '1/8" TJI 2 10 AT 1 6" O.G. WITH 1 1 /4" LSL RIM. INSTALL ALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6.) PROVIDE DOUBLE J015T UNDER ALL WALLS WHERE WALL5 RUN PARALLEL TO JOIST, AND UNDER ALL HEAVY FURNITURE, APPLIANCES, WOODSTOVE5, ETC. '7.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDATION. 8.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 5UMM1 I = I RU(.. 1 VRML VG�IC N - I RV(i I VIC/"L GI 383 RIO LINDO AVENUE *200, CHICO, GA 95926 (530) 5412-4401 WORK EMAIL ADDRE55: Rylando5ummitGhlco.com PERMIT # :D IPLIANCE ?017 TRR AND ASSOCIATES q.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA RATED SHEATHING OR RATED STURD-1-FLOOR, SPAN RATING 48/24 (24 FOR 5TURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 1 O COMMON RING SHANK NAILS OR EGUIV. (0.14 5' DIA X 3") AT 6" O.G. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.G. PROVIDE 1 /8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 10.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 1 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 12.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 15.) PROVIDE METAL HANGERS PER 12/5P2 AS REQUIRED UNLE55 NOTED OTHERWISE. 14.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 6 GBG FASTENING SCHEDULE, TABLE 2304.q.1. UNLE55 NOTED OTHERWI5E. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 4/-/ �/ ? -7-y BY - ' G:\Users\Lynn\Documents\Chief Xq Plans\Tom Hall - Marllyn Gannon\Gannon Resldence.layout OWNER: MARILYN CANNON (530) 8413-03116X HOME (530) 510-0354 CELL EMAIL ADDRE55: MCGardendesign®GMall.com ARCH D (24" x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID M15TAKE5, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAPTING BY: (530) 5,1-0555 11 YCAMORE VALLEY ROAD CMIGO, GAURORMA q!5 q 13 LYNNSMITH3 2OATT.NET ENERGY GALLS BY: `� Ise GOLDEN 5UN _ mi DESIGNS MAX0 ', RAMIREZ //RpCK. ESSION \ L�jYDl-N0. 75688�� 3/7/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER 516NED BY THIS ENGINEER FOR EACH s. < m z� lu of LL v z IV-V ILIz1 0 K r ,Q Ul JO v 111 tu Qj 0 �J A zV K ILIO TYP JamJU,, Lu l� lu = O ft r� T W • F2 2,4x24 `SSTdG F2 1 SD2 S �� / J?, L�------------ - --- -- -----1 (�1 L Lj I"I TYP ss8? I I ,I I I �6 I . •. stia� II 16 • 0 I -I 5 - 5'-2" 5'-2" 5'-2 �I I TYP r r4 I ri O O m F2 m b TYP. U.N.O. 6"X8"DFtt1_GIRDER TYPICAL 0 I SSTw? SD2 I I I I '' Q l '• TYP w --, D ss UB B16 I<I t� i m1- I LaN 1011 I SD2 I \ S 30x30 F2 30x30 24x24 F2 24x24 m \ _ - JryIwo s,�d 4 m s5' s�ti� `- r I t- J _ ssti I I ro;, e -O" I�dOft) @ N I 6' Oi l 5D3 Q TYP 11 ,� SHEAR ALL CRIPPLE WALLS _ D3 I STAIRS, HANDRA LS d GUARDS: SEE GENERAL NOTES: 5 AIRS, HANDRAILS 6 6 JARP5. O TO MATCH WALLS ABOVE, D -_ TYPE "6" MIN. PER SHEAR -- ' WALL SCHEDULE, U.N.O. I I USE PT PLY AT DECK. J� �`o` `� ry' n 5 0 Z S S S d Q 15'-41" LANDINGS: SEE GENERAL NOTES: O 4/h( �, y 4 N _ 111 �d G 1 1'-O' LAN DINGS. O �D GRADING AT FOUNDATION: �� I I 2N v~ I I s -1 '- THE GROUND IMMEDIATELY ' I O TYP d �}"X6" PT__DF#2_GIRD R J ADJACENT TO THE FOUNDATION TYPICAL SHALL SLOPE AWAY FROM THE ' I u O Q I J `- r BUILDING AT A SLOPE OF NOT IL v O LESS THAN 6 INCHES WITHIN THE I Q< x z r FIRST 10 FEET (5% SLOPE). w SD2 I 5'-O" X iV Q 5'-O" 5'-O" S. -O" 6 m CONCRETE PIER BLOCKS I TYP I Oi �• I TYP SD2 jp WITH 1 6" SQUARE x 12' THICK FOOTING - TYPICAL re760ST REVIEW FOR CGDE CON 1'7'-4" 20'-O" 6'-O" 1 1'-4" 3'-8" '70'-0" APR 1 1 N u) Q W I W HARDY PLANK SIDING®: {- A MINIMUM OF ONE LAYER OF NO. 1 5 Q ASPHALT FELT, COMPLYING WITH ASTM -1 D-226 FOR TYPE 1 FELT OR OTHER IL APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FIN15HES 15 REQUIRED. CONCRETE FIER: a Y411 6"50 x 12" DEEP CONCRETE FOOTING FOUNDATION DETAILS: �SEE STRUCTURAL PAGES FOR DETAILS $ FS-F.GT1ON-2 SCALE: 114"- 1'-0" 205q 5Q FT IN RESIDENCE 150 DIVIDED BY 150 13.1 50 FT OF REQUIRED VENTILATION 24" x 1 W FOUNDATION ACCESS VENT 220 NET 50 INCHES "NET FREE VENTILATION AREA" (NFVA) _ 144 DIVIDED BY 144 INCHES IN 50 FT 1.528 NFVA 50 FT PER TYPICAL FOUNDATION VENT 6"x 1 4" FOUNDATION VENT 11.0 NET SQ INCHES "NET FREE VENTILATION AREA* (NFVA) __144 DIVIDED BY 144 INCHES IN 50 FT 0.441 NFVA 5Q FT PER TYPICAL FOUNDATION VENT 15.1 REQUIRED 5G FT OF VENTILATION _-.1.5 LE55 (1) FOUNDATION ACCESS "NFVA" 12.2 0.4q DIVIDED BY 0.441 50 FT PER FOUNDATION VENT 24.41 REQUIRED FOUNDATION VENTS FOUNDATION VENTILATION NOTE - PROVIDE VENTILATING OPENINGS WITHIN 3 -FEET OF EACH FINISHED GRADE CORNER OF THE BUILDING. UNDERFLOOR ACCESS: PROVIDE AT LEAST (1) 1 6"x24" UNDER FLOOR ACCESS TO H U H WALL. UNDERFLOOR AREAS IF TRO A PERIMETER G E DE PROVIDE AT LEAST (1) 1 8'X24" UNDER FLOOR ACCESS TO UNDERFLOOR AREAS IF THROUGH THE FLOOR. UNDERFLOOR _GLEANOUTS: SHALL BE LOCATED WITHIN 20' OF AN EXTERIOR CRAWL SPACE ACCESS. 111115.1 SUBTERRANEAN TERMITE CONTROL METHODS: IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R501.2(1), METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A COMBINATION OF THESE METHODS: 1) CHEMICAL TERMITIGIDE TREATMENT, AS PROVIDED IN SECTION R3 15.2. 2) TERMITE BAITING SYSTEM INSTALLED AND MAINTAINED ACCORDING TO THE LABEL. 3) PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF SECTION R3 1 7.1. 4) NATURALLY DURABLE TERMITE -RESISTANT WOOD. 5) PHYSICAL BARRIERS AS PROVIDED IN SECTION R3 1 8.3 AND USED IN LOCATIONS A5 SPECIFIED IN SECTION R3 18. 1. 6) GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R603.2.14.01 -D -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R603.2.1. METHOD_3-WILLBE_U5ED_ON THI5 PROJECT WITH CLEARANCES AS PER GBG 3 1 7.1 d2, WOOD JOISTS WILL BE MORE THAN 15 INCHES d WOOD GIRDERS WILL BE MORE THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. THIS PROPERTY 15 IN A WILDLAND URBAN INTERFACE UNDERFLOOR. VENTILATION IN W.U.I.: VENTS SHALL BE LOCATED WITHIN 3 -FEET OF EACH CORNER OF THE BUILDING. (FOUNDATION VENTS FOR WILDFIRE EXPOSURE METAL SHAL L BE FULLY COVERED WITH WIRE MESH OR NONCOMBUSTIBLE MATERIALS WITH MINIMUM OF 1/ 1 Il SHALL NOT EXCEED 1 /8" OPENING5 IN COMPLIANCE WITH 2016 CRO SECTION R321.6.2.) �. 1 j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CAL65 0 _ 22 1841 SAMSON AVENUE, CORNING, CALIFORNIA q&021 PHONE: (530) 32 1 -1242 CELL EMAIL ADDRE55: Max®GadMama.com x x max. SCALE: 1/4" - 1'-0" FOUNDATION FJ_AN_5TRUGTURAL_NOTES 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD 1-5D3 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT 51ZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X4 DF#2 AT 16" O.G. INTERIOR WALLS: 2X4 DF STUD AT 16" O.G. 4.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 5.) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE 1 1 '1/8" TJI 2 10 AT 1 6" O.G. WITH 1 1 /4" LSL RIM. INSTALL ALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6.) PROVIDE DOUBLE J015T UNDER ALL WALLS WHERE WALL5 RUN PARALLEL TO JOIST, AND UNDER ALL HEAVY FURNITURE, APPLIANCES, WOODSTOVE5, ETC. '7.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDATION. 8.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 5UMM1 I = I RU(.. 1 VRML VG�IC N - I RV(i I VIC/"L GI 383 RIO LINDO AVENUE *200, CHICO, GA 95926 (530) 5412-4401 WORK EMAIL ADDRE55: Rylando5ummitGhlco.com PERMIT # :D IPLIANCE ?017 TRR AND ASSOCIATES q.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA RATED SHEATHING OR RATED STURD-1-FLOOR, SPAN RATING 48/24 (24 FOR 5TURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 1 O COMMON RING SHANK NAILS OR EGUIV. (0.14 5' DIA X 3") AT 6" O.G. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.G. PROVIDE 1 /8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 10.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 1 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 12.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 15.) PROVIDE METAL HANGERS PER 12/5P2 AS REQUIRED UNLE55 NOTED OTHERWISE. 14.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 6 GBG FASTENING SCHEDULE, TABLE 2304.q.1. UNLE55 NOTED OTHERWI5E. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 4/-/ �/ ? -7-y BY - ' G:\Users\Lynn\Documents\Chief Xq Plans\Tom Hall - Marllyn Gannon\Gannon Resldence.layout OWNER: MARILYN CANNON (530) 8413-03116X HOME (530) 510-0354 CELL EMAIL ADDRE55: MCGardendesign®GMall.com ARCH D (24" x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID M15TAKE5, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAPTING BY: (530) 5,1-0555 11 YCAMORE VALLEY ROAD CMIGO, GAURORMA q!5 q 13 LYNNSMITH3 2OATT.NET ENERGY GALLS BY: `� Ise GOLDEN 5UN _ mi DESIGNS MAX0 ', RAMIREZ //RpCK. ESSION \ L�jYDl-N0. 75688�� 3/7/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER 516NED BY THIS ENGINEER FOR EACH s. < m z� lu of LL v z <m o0 ILIz1 0 K r ,Q Ul JO v 111 tu Qj 0 �J A zV K ILIO < JamJU,, Lu l� lu = O ft r� T W • < 7- z Z I - Z OL > OOryry Q to <<ZZ Qp00 z z Ill »uv Lu 111 11) 1A LIVABLE: 205q SgFt TOTAL GARAGE: 0 SgFt TOTAL COVERED PATIO: 200 5gFt TOTAL DATE: 3/17/201'7 5GALE: SHOWN .2060 O 0 SHEET ® COPYRIGHT 201 1 NSYCAMORE VALLEY ROAD, CHICO. GA q 59 -I3 (530) 8q 1-0585 WORK (530) 514-05b5 CELL Lro *wT"02"ATT. T EMAIL ADDRESS: LynnSmtth320ATTnet ■ f MAR RAMIRCG - (.>ULVCN 7UN LCt7,6N - CNCKC6T UALC.7 �- ^-" ` ` ^��- ^^� •-����^ - ^�� ^^� '- ^���� G:\users\Lynn\Pocument5\Gnlet X9 PlanS\TOM Hall - Marilyn Gannon\Gannon Residenee.layoUt r, - ✓Rnr u.v 22 1 89 SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 �''� 383 RIO LINDO AVENUE #200, GHIGO, GA 95926 OWNER: MARILYN CANNON MC199SYCAMORE VALLEY ROAD, PHONE: (530) 321 -'1242 CELL *'B"^3. (530) 592-4401 WORK Al CHICO, GA 959"13 (530)893-0396XHOME (530)5�0-0354CELL n,. c"nsEMAIL ADDRE55: Max®CadMama.com EMAIL ADDRESS: Ryland®SummltGhico.com EMAIL ADDRE55: MGGardendesi n®GMall.com(530) 89 1-0585 WORK 9 °'"`"°"(530) 514-0585 CELL �W_z c.rn.awe a�■ LTn.5,i 520ATT."■T EMAIL ADDRESS: Lynn5mith32®ATTnet ARCH D (24" X 36") WHILE EVERY ATTEMPT HAS PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / O p0_ HOVERIFY NVi AND N 0 0 co o A04 8 M01 10 o �__. A04(8) N ALL DIMENSIONS, QQ Q - _. -_____4_ �_--- o .._...___.__...._._._._...___.__......._(_...)_.__....---.._..__....._.._...._...._-_. o_...__.......___...._......_..._.__._ _ oQ C, 0 -� SPECS, AND CONNECTIONS t l , } i S x . } . ♦ i i BEGINS. Pfl2: P03 ED3 . I PIl3 P�3 3 P 3 EO�lIl�? # � PSl3 PQ3 EII3,�93 I ) � :PIl3 �PII3_,P43 Pns a ;.P_Q3.;P.03.PII3 �03.P93 E03.F03,P93 PO,iP.11 I I I ? € I a EDGE NAIL ROOF PLY AT DRAG TRU55 EDGE NAIL ROOF PLY TYP. EDGE NAIL ROOF PLY AT DRAG TRUSS AT DRAG TRUSS EDGE NAIL ROOF PLY RAFTING Y: ITH I AT DRAG TRUSS 5 IF i 9 YGAMORE VALLEY ROAD CHIGO, CALIFORNIA 959.13 CII2( LYNNSMITH52*ATT.NET i I a 4"X 6" 4"X 6" ENERGY CALLS BY: ' "Wry I aOLVEN ■ ■ IN ■ ■ ■ ■ ■ 10 INA' 1 a a y ., .� v ..q$:. rK rte.$_ -d-� `:._�. -- - g � �.- ��� 1'O` 11 -! D GF ■ < �' L qq MAX 0 0 ) ( _ '3 u d RAMIReZ 4 91 ■ 4r t :,KK i »aS • I , OW'06 POGI P06 47 O O 01 4 � � � > ,»_ i , 9 }7 � m,,., � ■ ` - 1 x 55 # t g s I / ,., » _ �.»■ I k �� ■ � � � i4 r j O CLIP DRAG TRUSS TO TOP PLATE W/ y , . �,�, 4.» .� »�.... .. / ,,. tP01:P011P01P01}P01,P01 P01P 1 a BOS ri �a PIr01 P01P01 P01 PO1P011P01 j 1z 6 ( ) A35 CLIPS �pFESS/04, �o lL z r { a € 33� oJ PITCH PITCH `YNO. 1568 d 1 - r9, L Q nn �..r, �y ,.<<,.. p »„n 0 603 --. 6/ 0/18 '7K a*a ,... ■ = MSH29 CLIP DRAG TRUSS i JJaT C! A=THDH26-3 TO TOP PLATE W/ PRAGSRU55: 4 �oFct L 'it°o ) A5 CLIPS 2000# SD3 31712017 24• TYP• THESE PLANS HAVE BEEN REVIEWED ONLY FOR ¢o.dWITH B01 » .,. .n ., .... , ..... ^j >-+: 5:12 t:: +c G CJ IRDER TRU T: r ': S $ -DRA& TRU55 ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON - ___. • .2000 # ., THIS PLAN I 5 VALID ONLY WITH 2400-00 a j A LETTER SIGNED BY THI5 ENOINEER EACH UN Q EBUR . ......... _..___ _ __.______ _. _.__ . _ . . 5:12 PITCH 5~! TRUSSES AT 24" G/G` f r r ac r ~II f S; r .re SD3 � ` � DESIGN t GALG5 BY OTHERS � y w Q 5 12 � ■ i < m �z/ O ea LL CONT. G51 6 STRAP x 24" J D 5 C 2 DRAG D5C2 DRAG 40' LENGTH, OVER PLY, -< _ OVER FRAMING: q fO q SD3 : STRUT `hSTRUT PER 2/SD3 SIM. AT HATCH OVER 2'x BLOCKING r CONNECTOR , ;CONNECTORlu FPER 8/SD3 PER 8/5D3 SD3 O Z 1 `4 x6 ' 4x6 (n Q lu EAVES d 50FF1T_NOT)=5: J 4"X 1 O" DF#2 4"X 1 O" DF#2 a~ ; 3 1 /2" x q 1 /4" LVL W_ EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- / r �' W COMBUSTIBLE MATERIAL IN r----------------------------------------- I ACCORDANCE WITH GBG. SECTION '104A.2.3 INSULATION VALUES: R-2 1 RAISED FLOOR fy Q EXTERIOR DOORS: R-30 INSULATION ® (2) 2"X4" WALLS O � CLIP DRAG TRU55 CLIP DRAG TRU55 t• � # Z Q O ALL EXTERIOR DOORS TO BE FIRE WI oWS: OW ENON-METALLIC: NDU-FACTOR <1 N TO TOP PLATE W/ TO TOP PLATE W/ r O J RESISTANT IN ACCORDANCE WITH 0.30 MAX. OL EDGE NAIL ROOF PLY tu GBG. SECTION 704A.3.2.3 EXTERIOR GLAZING: SHGC @ 0.23 MAX. R-60 ATTIC INSULATION A' �t (2) A35 CLIPS (2) A35 CLIPS AT DRAG TRUSS 1-0 Z A ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER GBG ; ROOF TRUSS TO HAVE MIN. 15' HEEL , ,lu -- -- -- -� - ! QUIET COOL, MODEL 0C,STL PRO-6.5 I O SECTION iO4A.3.2.2. (1) ELECTRIC HEAT PUMP WATER �7R1�G TRU55: ° (L ALL EXTERIOR_ WALLS. HEATER: - - -13 2000# J 0) ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION , , 80 GAL, MIN. EFF. FACTOR 3.1 2 qq b o .__I lu v W RE5ISTANT OR NON-GOMBU5TIBLE MIN. i i r. STRAP BEAM SD3 STRAP BEAM ❑ ° lu MATERIAL IN ACCORDANCE WITH GBC.5EGTION f04A.3 c ! HVAC•. FAU W/ q4% ,I� TO WALL PER 1/SD3 TO WALL PER 1/SD3 IL ° tL N COOLING SEER ® 14 Ca❑ t► (� ice. COOLING EER ® 1 2 i ❑ o ° 1 ° ❑ ❑ o ❑ ❑ ° O 22'0 �_ V, Z R DUCT INSULATION W ROOF VENTILATION: COMPOSITION ROOFING SEE ROOF PLAN d ROOF OVER 15# FELT OVER 1/2' VENTILATION GALG5. _5 L------------------------------------J "NOTE: RADIANT BARRIER "f ' x x In COX PLYWOOD OR OSB WITH TO ALSO BE INSTALLED ON yy 24' 24" N L Sd'S AT 6", 12" G/G. CONTINUOUS ALL VERTICAL SURFACES S�..xLC N 6 PITCH 5 / 12 RIDGE VENT GABLE ENDS IN THE ATTIC. 2259 SOFT OF ATTIC _150 DIVIDED BY 150 6"X b" PT POST 6"X 6" PT POST 15.06 SOFT OF REQUIRED NET FREE VENTILATION AREA (NEVA) ° ERMiT # 24' --------------- ----------------------- ----- ---------------------------- W/ EGGQ W/ EGGQ TRUSSES 0 24" GIG BUTTE COUNTY DEVELOPMENT SERVICES DESIGN d GAL65 BY OTHERS RIDGE VENTS 11.98 SOFT - (9 1) LIN FT OR-4 RIDGE VENT (18.0 SQ IN/LIN FT) - 0.125 5QFT/LIN FT ° o ° ❑ ❑ ❑ ° ° ❑ ❑ ❑ ° ° ❑ ❑ a ❑ ❑ ❑ ❑ n ❑❑ ❑ ❑ ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ BY LOMANGO SERIES REVIEWED FOR �r CODE COMPLIANCE 10 0 OMNI OR EQ. 11.s8 SOFT OF UPPER NFVA TA, �=l �!'� /// y,' �' T E_ l_ BY -4 � Z W RECTANGLE GABLE END VENTS 5.11 SOFT - (5)1 4"X24" GABLE END VENT (114-7 50 IN EACH) - 1.021 SOFT O 1: F.. In ryBY CONSTRUCTION METALS OR EQUAL HARDY PLANK SIDING®: W PLATE HEIGHT RECTANGULAR SAVE VENTS- 2.4- SOFT - (5) 5 1/2"x22 1/2" EAVE VENTS ('71 SQ IN EACH) - 0.493 SOFT ID ((1 Z I AT BOTTOM SIDE OF CEILING - Ln BY CONSTRUCTION METALS OR EQUAL < 7 v (- > 7.58 SOFT OF LOWER NFVA GOOF PL�I 5TRUGZURRRRRR_"0_TF_5_ 6.) PROVIDE P05. ATTACHMENT OF ALL POST TO BEAM, N 10" 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL AIL BEAM TO BEAM, BEAM TO POST, AND POST TO POST (L > 0 O ~ 18.96 TOTAL SOFT OF VENTS (NFVA) LEGEND:SHEETS 5D 1-5D3 FOR ADDITIONAL INFORMATION. CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, UJ . r�`�y u 2.) TYPICAL ROOF SHEATHING (UNO): 1 /2" THICK, APA, D '1'` U.N.O. PER PLAN AND DETAILS. ��'°' TECO, OR PITTSBURGH RATED SHEATHING, SPAN RIDGE LENGTH 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND RATING 32/ 1 6, EXPOSURE 1 STRUCTURAL PANELS, FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT LANDINGS: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE NOTE: APPLIED WITH LONG DIMEN51ON ACROSS SUPPORTS TO THE ENGINEER OF RECORD. 8.) EXPOSED FRAMING LIVABLE: THAN-715INCHES BELOIN THE TOP OF THETHRE9HOLD, OR VULCAN VENTS ARE NOT REQUIRED WHEN VENTS ARE LOCATEDAND PITGN ADJACENT PANELS STAGGERED WITH 4' ENDS ALL SHALL BE PRESSURE 205q 5c{Ft TOTAL PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM SCREEN DOOR, DOES NOT SWING OVER THE LANDING. GREATER THAN 1 2' FROM WALKING SURFACE. PLACE THE (5)"19 OFFSET 4'. EDGE NAIL WITH Sd COMMON OR S 2 TREATED WITH TREATMENT PROCESS AND APPLICATION CONSTRUCTION METAL VENTS ON THE FRONT OF THE HOUSE ' EQUIVALENT (0.1 3 1" DIA X 2 1/2") AT 6" O.G. AT APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WHERE THE WALKING SURFACE 15 GREATER THAN 12'. ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, SCALE: 1/4". 1'-O" WRITTEN GUIDELINES. GARAGE: GOMP_051TE DECKING: BLOCKING AND WHERE INDICATED ON PLAN. FIELD q,) ROOF TRU55 LAYOUT SHALL BE REVIEWED BY ENGINEER OVER 2"xb" FLOOR JOISTS ® 1 &" c/c 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. NAIL AT 1 2" O.G. PROVIDE 1 /8" GAP AT ALL PANEL A5 TRUSS DESIGNS BEGONE AVAILABLE FROM TRUSS Ft O 5 Ft TOTAL 5q 2) ROOF PITCH SHALL BE 5:12, TYPICAL. U.N.O. BY PANEL MANUFACTURER. AT ALL LOW MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED 3) ROOF OVERHANG SHALL BEE 24" AT OVERHANG d 24" SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN TRU55 REVIEW LETTER FROM THE ENGINEER OF RECORD SkiAT GABLE ENDS, UNLESS OTHERWISE NOTED. SUPPORTS AT ABUTTING PANEL EDGES. AND BUILDING DEPARTMENT APPROVAL PRIOR TO 601/ERED 3.) SEE NOTE SECTION 8-514 FOR ROOF TRUSSES BY CONSTRUCTION. PATIO: HARDY PLANK SIDING0: OTHERS. 10.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING A MINIMUM OF ONE LAYER OF NO. 1 5 4.) TYPICAL HEADER BELOW SHALL BE 4X8 DF-L OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS 200 5gFt TOTAL ASPHALT FELT, COMPLYING WITH ASTM #2 UNO• AND BRACING. IMMEDIATELY NOTIFY TRU55 COMPANY D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL 5.) PROVIDE 4X P05T MIN. AT ALL BEAM AND GIRDER OF ANY DISCREPANCIES. TYPES OF EXTERIOR WALL FINISHES 15 TRU55 BEARING POINTS AND CONTINUE IN WALL TO 1 1.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN REQUIRED. FOUNDATION. COMPLIANCE WITH 201 6 GBG FASTENING SCHEDULE, TABLE 2304.q.1, UNLE55 NOTED OTHERWISE. DATE: FINISHED GRADE 3/"7/20 7 SCALE: FINISHED GRADE SHOWN REVIEWED FOR CODE COMPLIANGE 20-60 FOUNDATION DETAILS: SEE STRUCTURAL PAGES FOR DETAILS APR 1 i 2017 10T0RY (*'Z�SHEET FReCTION 'G-3 TRS AND ASSOCIATES SCALE: 1 /4" - 1'-O" 0 COPYRIGHT 201 '7 ■ f MAR RAMIRCG - (.>ULVCN 7UN LCt7,6N - CNCKC6T UALC.7 �- ^-" ` ` ^��- ^^� •-����^ - ^�� ^^� '- ^���� G:\users\Lynn\Pocument5\Gnlet X9 PlanS\TOM Hall - Marilyn Gannon\Gannon Residenee.layoUt r, - ✓Rnr u.v 22 1 89 SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 �''� 383 RIO LINDO AVENUE #200, GHIGO, GA 95926 OWNER: MARILYN CANNON MC199SYCAMORE VALLEY ROAD, PHONE: (530) 321 -'1242 CELL *'B"^3. (530) 592-4401 WORK Al CHICO, GA 959"13 (530)893-0396XHOME (530)5�0-0354CELL n,. c"nsEMAIL ADDRE55: Max®CadMama.com EMAIL ADDRESS: Ryland®SummltGhico.com EMAIL ADDRE55: MGGardendesi n®GMall.com(530) 89 1-0585 WORK 9 °'"`"°"(530) 514-0585 CELL �W_z c.rn.awe a�■ LTn.5,i 520ATT."■T EMAIL ADDRESS: Lynn5mith32®ATTnet Ill CHIMNEY: TH15 PROPERTY 15_IN A STATE COMPOSITION- ROOFING: CONTINUOUS SEE NOTES: FIREPLACES. RE5PON51BILITY-AREA (SRA): OVER 1 5� FELT OVER 1 /2" GDX RIDGE VENT SEE NOTES: WILDLAND URBAN PLYWOOD OR OSB WITH Sd'S AT INTERFACE (W.U.I.J PITCH"5 / 12 TRUSSES ® 24" C/G CONTINUOU5 I T RIDGE VEIN G LGS B Y OTHERS 11.1! DE SIGN d CA LOS 11 1. I , 'I 1 I I I _ 1 _ � � . #11_1 ..J.il �l J i.��l :i 111.11 1, . I..11 ... ,,. .._- ROOF VENTILATION: El I I .LII- I �' ': �,. 111_1 _-LL_l �_. l -1._I-1- I�- 1-L_:,__ll- , -. ' ' : '. SEE ROOF PLAN d ROOF_- 1, tl f t 1: 1 i r i r3 __ l_ J I 1 1 11- 1 I � 1.1 � I I �J- G5. I t VENTILATION GAL VENTIL LIII 111. I 1 I I L :'I r.r r 1 f 1 - 14x24' VENT iI I I 14x24' VENT I_ + L 11 1 r �1 r3 r`I 3�r1 _:' G®: HARDI SHINGLE_51DIN J1J-L _ J1 �l l l I II I I I I :_ ll_ _ _ ___ ] d GU E I I u GIA I 1, 11 , . L, A5 L F !J I�_l-J._ � �_. 1-11 F NO. 1 5 I I � ,- _ 11 R O I I-, MO AYE J- . L . MINIMUM l , MIN _�;_1 A �_1_. I :-11 _11 1_. i ASPHALT FELT, COMPLYING WITH ASTM LL CONNECT TO 2"X3„ DOWNSPOUTS, CONFIRM. D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FIN15HE5 15 REQUIRED. -LIGHT Ll ELECT. SERVICE; bosoLs -_ 1/2 LITE - 3050FY __ 3oso5H POSTS EXTERIOR LIGHT5: SEE ELEGTRIGAL NOTES: �SAFETY SEE ELEGTRIGAL NOTES: E -- _ SERVICE PANELS. GLASS - _.-- - EXTERIOR LIGHTS. 3068 - - - POO _ --- -- GUARDS: SEE NOTES: STAIRS, HANDRAILS d GUARD HV Ac GOND___- . UNIT B -_ ffo- --_ -_ _ _ _ -- .. - _ -. FOR GUAR ID HVAC GOND. UNIT: - w--� w - INFORMATION. YeVENT SEE NOTES: HEATING d -� -- -- _ G° R COOLING. _LANDINGS: - SEE NOTES: LA 41 NNGS. UNDERFLOOR ACCESS: SEE NOTES: FOUNDATION. ILEFT,SIL�L��T10f�1 SCALE: 3/ 16" COMPOSITION ROOFING. ROOF VENTILATION: OVER 15# FELT OVER 1/2' SEE ROOF PLAN 4 ROOF GDX PLYWOOD OR 055 WITH VENTILATION GALLS, 8d5 AT 6, 1 2' c/c. PITCH 5 / 12 GONTINUOU5 RIDGE VENT 1 I L 17 ' I1 r -k :oll _ 1 JI , T�1I_ T1 - 1 1 - L L t II _I F S _ J3- 1 r r f I F J i� : r �u 1 -1 =1 t , t`t r�1J 11 1L11.1� r r rrif 11Lit 3 " �', 11-111- U-1 1i-11� L GUARD5: SEE NOTES: STAIRS, HANDRAILS 4 GUARDS FOR 6UARD INFORMATION. P05T5 LIGHT Ll - 30 3060 - 1 LITE AFETY - Pop -- TH15 PROPERTY -15 -IN A_STATE RE51PQNSVILITYAREA (SRA): CONTINUOUS SEE GENERAL NOTES: WILDLAND URBAN RIDbE VENT INTERFAGE (W U.I) TRUSSES ®_24' G/c -I II I DESIGN t GALG5 BY OTHERS I- I �I ~II HARDI SHINGLE-51PINGO: -L-I I• �.L �1 111-''J �--I_1- ONE LAYER OF NO.1 5 A MINIMUM OF OM I � COMPLY N6 W ITH AST I I I I I 1Ll-L ASPHALT FELT AS L11_ �L -! L 1111 i 1 FELT OR OTHER - 26 FOR TYPE I. 1---I.i_1-: D Z I 1 _�a_11 1l 11 a_t - I_111. 1L_ �1 1 1 II I 1 I I I I APPROVED MATERIALS BEHIND ALL _i1 --1-1..-1I- 1 4'X24' VENTI f -I'1 4'x24' VENTII-I 1 4"X24" VENT I-LIQ-I�_I-1i-I-I TYPES OF EXTERIOR WALL FINISHES IS -L---_;l_L�_t._ I�. LL-L_I I-- J-I�1.-L .. J. -I.. 1. u1_J.11-L-11--L-t REQUIRED. 1l 1 I I I I 1_l1._ _1 LJ�L; . ll 1,_i- J J_ �I I I I I L L 1� I II II _1-� -1 11_l>�11 _Il aI U R: I I FASCIA b SUTTER: I T 1J - I � 1{ L11_J L I I � _11 11 } l�- J 1_ �l 11 Q 2•X3• I : EG T 11� -II CONNECT II J -Ll L II I_l _1 liJII-IIL_ -LLLI +--LI I1 - DOWN5P0 TS CONFIRM. M 1 J 1 1 �1 I I I I X11_, tl 1� 1 -ll_J I.11 � ll 1 Ll -L ...a1 � I JILL LJ �l_ . I I I 11; ,� II I I _ - -- --- --q'PLATE HEIGHT -- ---- - 1'X6" TRIM - --- -- - -- -- -- SEE SECTIONS ___ --- -- HARP[ PLANK SIVING6: .-. -. -- A MINIMUM OF ONE LAYER OF NO. 15 - - -... - ASPHALT FELT, COMPLYING WITH ASTM F- - - _- - 605oRc�------- D-226 FOR TYPE 1 FELT OR OTHER 8O56T5 �__ _ APPROVED MATERIALS BEHIND ALL -- ---- - TYPES OF EXTERIOR WALL FINISHE515 REQUIRED. r FOUNDATION VENTS: _- ----- 1 "x4"TRIM -5EE NOTES: FOUNDATION.- UNDERFLOOR VENTILATION: SEE NOTES, FOUNDATION. STAIRS d HANDRAILS: LANDIN05: 5EE NOTES: STAIRS, HANDRAILS SEE NOTES,: LANDING5. 4 6UARD5 FOR STAIRS t HANDRAIL INFORMATION COMP051TION ROOFING: OVER 15# FELT OVER 1/2" GDx THI5 PROPERTY 15 IN A_STATE PLYWOOD OR 055 WITH Sd'S AT ROOF_ VENTILATION:: RESPONSIBILITY AREA (5RA): CHIMNEY: 6", 12 C'/c. SEE ROOF PLAN d ROOF CONTINUOUS SEE NOTES: WILDLAND URBAN SEE NOTES: FIREPLACES. 1111. Lill PITCH 4 / 12 VENTILATION GALLS. RIDGE VENT INTERFACE (W.U.I.) 77 _1 1 1 - _ -1 t�C`L` Li ii.'. i',-T1.L..CL it!I_i_# �` 1 - _ I 1 -- c r__ r_�_I__1_L_J:_ - ...: 1__:I :_,_I.t t: _-q -, 1,_.11LYI` r -iL?T.r_. ._�. r r41-lrl`_-''__�`-'ll�rf 1i-,•'. I. 1 I- -_7__. I -L i_ ._�J.1 � -�L - -I T�1=tL--�- Li�:'itL11L :.L .,• -_L`� ._?T`.1_LL_i-r`J.L L,...,i_lx- __ t ' c, . '.- #�1J _ - I J 1 L_ r_L CONTINUOUS ,.:: _..,___-'__1.1�_,.:__.�-�_i:__,....1_ L I ,'J_.-.1�__L �- _u__ N 1, _`l: 1_1',i _ f.-' 1_::- _.iL__,--, !' CI:.'t L.. L--.--; �. �L_. �_t-_t - ,_.:, 1"i-'-l:Z1_L11- 11 ,..,_:., .1:r-. �. L._.I�_.S-�_ l .I 7 -.1 _ ._jr 11� '1 _ � I_ t I _ J -r1. > , ._-�.L_ t . t1_L ,_I � 1 _�; TRU5�SE5 � 2 4 G/G 1 ; ,� :, 1 _ ,- J J : �--�_, � �!_ - t' �1 , `J`r_� s` r--1Tf:- �_i�`,_��--_t-.e �i �r � L': `_�: -1 I L RIDGE VENT ; ` _.I:: L'-t:'_Z'r-Z�-ri't`t_J .:. .:, �:_..__r- 1:. _L __ _ L - - - _-71__11_ 5 BY OTHERS _ 1-_ _. __L _L_, ._l DESIGN d GALL 1r.1 L 1 I _r, 1 , _t _71 , i_ ,.� s' t L� f r - L-1 - �..,.I , --_L-._ L-i-:I-_I_.�_.1r 1L i__l. ____:.:._.:.-_•_..- .1..:i +f__. L�-.:I::1 �. J..S`_:1.__�J�1" r l _ __: 1 4 _ , L_�� - _.- �' SSGiIj _-tS_`.1 -: 1 - - : -' �.,,_I i _L 1 LL. 4 >_. i� -� �=.ts_I , -! r .. ,r I_ t.I,J `r J -. L 1....1�-i yL .l Li . 1- � , : � , L_ 1_ LL T1-L1-L____i.I�_1L _ 1I' 'iaL . _L:-_ Vis_ f.� 1 , .... r � _......-1�.-fZ� _. _- ... �. 1,.-., _I'L_ - I .:.I -L _T. .F-, .__1__.-:-_. _. _..1 1 1 1.-1-L._...:�_i. _1 _ __L-1.. i. _. ,. i - - ---- 1,l ., _ -. 1, _;,. L---I_L.1_ -` � .t-rJ1, _ ,-,.. _ r�, t 1 1_� i-._ 1, iJ-_ :_�� -u1 � -1_�.SSS'---�'�. _ '� _��'- ter: �, '. _ nz 1.11.�J J r _ r>- ,T _•1�-}1 1-r I- I -r_ �-i�- 1t �. ,_. .'�' ;. 9' PLATE HEIGHT -- ------ - -- -- - _ -1 "x 6" TRIM - 562OLS - „ H - 6026R5 _ LL"T EXTERIOR LIGHTS: 1 "X 6" TRIM - - SEE ELECTRICAL NOTES: EXTERIOR LIGH -- 6050L5 __-__- --.-- )e-1--ELEGT._D15GONNEGT; - -- - - �Lnn�GT _- - ELECT.SERVICE: - - - - -A MINIMUM OF ONE LAYER OF N0.15 D5p"NEcr-SEE NOTES: HEATING b ____ - __COOLING. SEE ELECTRICAL _ ASPHALT FELT, COMPLYING WITH ASTM _._ - -- - -- - SERVICE PANELS. D-226 FOR TYPE 1 FELT OR OTHER --- -- - _--__ - - -- _-FOUNDATION VENTS: -APPROVED MATERIALS BEHIND ALL TYPES -- - - - -- - - SEE NOTES: FOUNDATION. -OF EXTERIOR WALL FIN15HE5 I5 REQUIRED. " AGGOND -- - __ __ __ -_- LANDING5: _ __. -_. ® --. DRYER VENT - --- - - -- -- --- - - FV SEE NOTES LANDINGS FV w FV FV _ -_ - . L rV-I -. ... UNDERFLOOR VENTILATION: HVAC GOND. UNIT: STAIRS HANDRAILS: SEE NOTES, FOUNDATION. REAR, '� L F A T I ONJ SEE GOOLI G. NOTES: HEATING d SEE NOTES: STAIRS, HANDRAILS d GUARDS FOR STAIRS d HANDRAIL SCALE: 5/1 6" - 1'-0" INFORMATION. COMPOSITION_ ROOFING: OVER 15# FELT OVER 1/2' ROOF._VFNTILATION: GDX PLYWOOD OR 055 WITH SEE ROOF PLAN d ROOF Sd'5 AT 6", 1 2" G/C. TION GALLS PITCH 5 / 12 m 7- q- q- VENTILA 1 _L � =15, i -_-1_L 1 L__ Z 11 t 1 !ll Z 1 i i 1_ Q■n ® li J�I lil _11i _I2 L.1 lu ,___L L I L._ ,' 1 !� .ill I -. ! L .l- L L 1 L1..1 LL1_1-LIL O .. L1 -1-i 1 AL1 -i 1 CONTINUOUS .,.1..11 L I ,. _1- -' I 1.-. 1 I L_I--- �1 _L �r 1 1 L 1 I I __J L 1-I -L I - 1 _i l 1_ r 1 L -.-._ 1 L- 1_ -L -L.1-_ _ 1-L t _1.1._ J 1._J- ' L_.. RIDGE VENT 1__ L L 1 1 1111 1- ' I I L s W -- I �'. - L I ', 111 _I �'z-iTRU5SE5_0_24"_c/G 7- 1 _ -1 LL L i t 1_._ 1 11 I I-� 1 1 D 1 5..1 ESIGN d GA BY OTHERS i-- 11 1i_L1 I L-. J L 1- � .. - T 1_ 1 I --L- �N _1-1 .L.. _I LI 1 11 LLQ- JI __ 1 '-L l I. I ,._L�1 Il --. 1 L L I J_-1 Ll . -1_ I l...Ll 1._, L. L_. ,_1-,« -- �_ L, L 1 -1L1 I I. -�', L.L- I _- ... 1 L__1-r_L [ l �, 1.1_.1-1__-11.-�1--'-L_t-.l - - 1 L -_..L1 -_1-L .L.,_1,IS`11 .,. L-i_1J_ 1_>-L .,..__ _...- _1-�_._ -.1 -_lam 1-L.. t I 1_-.1- _ L ,. � '.•... `--:-- ' t J -L1 _1_1-_, 1 _t._L�1-1- - 1 I l...i __.. k':. ,. _..-.L-11 L.�-,..1 1 .11-- 1 ,--L1 _i._ -L.L - -1. _i. L 1 L 1 " T.-L___I.. J L LI ,. 1 i - l I L_ L I L L 1 1 1 11 I Z J LANDINGS: SEE NOTE5: LANDIN65. -111N505!911171 6 "X 6" POSTS 0565GIII CONTINUOUS RIDGE VENT 03 6056FX N 130565Gj�� STREET ADDRESS: SEE NOTES: SITE ADDRESS. THIS PROPERTY 15 IN A STATE RESPONSIBILITY AREA (5RA): CHIMNEY_ SEE GENERAL NOTES: WILDLAND URBAN SEE NOTES: FIREPLACES. INTERFAGE (W.U.I.) y. . . J-] _ _a 11_ L1__J _LlJ _ .-l__..L.,..1� L TL L -L _. 1 I _1�"„. _ 11-._1-L_ _I `� 1 _l.._`LL SLI '`7... - .. 1 ..-1_. 'L, .,. _. i__ _.1 -- J _ _� L._.:. Li -ice_ i I i J i J .i T_ 1 �I I1 11 L . IL__ �_J L_1 1L_l '+ :'. J. I -'' I -I -- l 1---. .. __ _ . J 1- .1--1. L 1-L_ 1 L1 L 1_l - 1_-1 L: i� - L_ _1J-_. 1. L I _ �: J 1 1_ 1 I L I -J_ L - J_�_1 �1 __L i_L _i 11 I I ,' -_1... 111_�-1_ -_ -. C_�- _� l t 1 1 �- 1 1 }- - _.1_ _1 _., --a_. 11. -.l . _ _•.1.__,- _ 1 _. i.!_,. -L_. ---L1_.. I..L I I. _;I_. 1 __.L.I I. I l ,--,.- ! 11. I ... I mo_ -:-1. � 1-1__L-1 1 -__. 1 1_1__,:71 ... �1.1._L� ._-1 - I J , L I _. 1 9PLATE HEll -SEE SECTIONS I 11r 10056T5 =II `` :III 1 ''`I 113056F �*Uw 5CALE: 114"- 1'-0' �, 1,4 MAX RAMIREZ - GOLDEN SUN DE51GN - ENERGY GALG5 22189 5AM50N AVENUE, CORNING, CALIFORNIA 96021 `PHONE: (530)321-1242 CELL 'p EMAIL ADDRESS: Max®GadMama,com SUMMIT 5TRUGTURAL DESIGN - 5TRUGTURAL tl 383 RIO LINDO AVENUE #200, GHIGO, GA 95926 (530) 592-440-7 WORK EMAIL ADDRE55: Ryland®5ummitGhfco.com HV AG GOND. UNIT HVAC GOND, UNIT: SEE NOTES: HEATIN61 COOLING. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED EOR; CODE COMPLIANCE DATE l �` BY'/ REVIEWED FOR CODE COMPLIANCE APR 1 1 2017 TIB AND ASSOCIATES G:\users\Lynn\Documents\Ghlef X9 Plans\Tom Hall - Marilyn Gannon\Gannon Resldence.layout OWNER: MARILYN CANNON (530) 893-0396X HOME (530) 510-0354 CELL EMAIL ADDRE55: MCGardendeSIgn®GMall.com ARCH D (24" X 5 b__) WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF TH15 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. DRAFTINGBY: 530 8 9t-0685 t 9 YGAMORE VALLEY ROAD CHIGO, CALFFORNIA 959'13 YNNS MITHB2®ATT. NET L ENERGY CALCS BY: GOLDEN SUN r O DE51GN5 MAX RAMIREZ r74 ��i THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY TH15 ENGINEER FOR EACH 00< O m 7- q- q- v O Q u- � Z �m v0 !ll Z i Q■n ® z K r lu !� lL wtu O a� O O�1 , W A � IXXL� lu l W J� 111 �N LIYRBLE: 2059 SaFt TOTAL GArRA &E: O SgFt TOTAL GO\/ERED. PATIO: 200 SgFt TOTAL DATE: 3/'7/20111 SCALE: SHOWN SHEET a COPYRIGHT 201"1 LYNN SMITH - DRAFTING ■ ��1 99 SYCAMORE VALLEY ROAD, CHICO, GA 9 59"13 " :ezo;•.�" (530) 891-0585 WORK (530) 51 4-0585 CELL Lrnwawlr„evoAtt.Nc* EMAIL ADDRE55: LynnSmlth320ATT.net EXTERIOR REGEPTAGLE5 HVAC GOND. UNIT: SEE ELECTRICAL NOTES: 1.) SEE NOTES, HEATING d EXTERIOR REGEPTAGLE5. COOLING. 2.) SEE ELECTRICAL NOTES, HVAC CONDENSING UNIT. BATHROOM NOTES: Wp^FCI SEE ELECTRICAL NOTES: DISCONNECT U O BATHROOMS. ELECT, SERVICE: SEE NOTES, UTILITIES. 4 ELECTRICAL. NOTES: SERVICE PANELS. EXTERIOR RGEPTAGLE5 SEE ELECTRICAIL NOTE5: EXTERIOR REG P1FAGLE5,, ° EXTERIO LIGHTS GFCI 5EE ELECT NOTES, LIG T5. V, LAUNDRY d UTI TY ROOMS: SEE ELECTRICAL OTES, p LAUNDRY 4 UTILIT ROOMS. WHOLE HOUSE_ VENTILATION: THE LAUNDRY EXHAUST FAN TO BE USED FOR THE WHOLE HOUSE VENTILATION REQUIREMENTS. SEE ELECTRICAL NOTES: WHOLE HOUSE VENTILATION. v v D 9W ' LED V FAN W/LIGHT: SEE ELECTRICAL \ NOTES: CEILING FANS. LAMP HOLDERS: SEE ELECTRICAL NOT � LAMP HOLDERS. SMOKE/G.O. _ALARMS; SEE ELECTRICAL WH EXHAUST FAN: 'i ELEGTRIGAL NOTES: EXH ST FANS. 28W .2 TUBE \VACANCY SENSOR GFCI O O 5EE ELECTRICAL. NOTES: 'ALL AREAS" FOR MANDATORY MEASURES. IN LED NOTES: SMOKE/G.O. ALARMS. O D IAUST FAN: ELECTRICAL Lev 1° NOTES RUST FANS. qW I FRN W/LIGHT: LED SEE ELECTRICAL I NOTES: CEILING FANS. 9W cmLEv GFCI :GU NO SENS LAMP HOLDERS: / SEE ELECTRICAL SMOKE/G.O,_ALARMS: SEE ELECTRICAL NOTES: ICE IIr; SMOKE/G.O. ALARMS. FSU � � ac-srL. IV. M OKE/G,O, ALARMS: ELECTRICAL NOTES: LED WHOLE / SMOKE/G.O. ALARMS. HOUSE "1 SAN n v 22-a. ?WHOLE HOUSE F N CI ---- � SEE ELECTRICAL NO E5: WHOLE HOUSE FAUZ GFCI DOOR CHIME IN M LOCATION LED LED \ TO TIMER �\ AT MASTER I \ GFc BEDROOM ( LAMP HOLDERS - ' \ SEE \ 23.) 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 SYMBOL DESCRIPTION AV Control � O ELECTRICAL METER, GAS METER, ELECTRICAL DISCONNECT, SUBPANEL, �Fe DOOR CHIME, DOOR BELL, THERMOSTAT, OPENINGS SHALL HAVE A RECEPTACLE. CEO ART. 210.5 2 (A). HOME ALARM 4 AV CONTROL ® so co o `o° GO/SMOKE, SMOKE 4 CO DETECTORS WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 1 6 INCHES IN ANY DIMENSION CEILING FANS SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEO BATHROOM NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM IS A ❑ [EVII[2 � � EXHAUST. EXHAUST W/ HEAT LAMP, EXHAUST W/ LIGHT, FOR GEILIN6 (PADDLE) FANS PER CEO SECTION 3 14.21 (A) d (D). EXHAUST W/ LIGHT 4 HEAT 6.) WHOLE HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WALL EXHAUST 4 C5C51TV C5E�Cs�C7 n � '� GABLE, GAT 5, GATS W/ TV, GAT5E, GAT6, CAT -1, PHONE 4 TV JACKS c71 FOLLOWING: � GFI� ^ AFCJ.� (p q (p WP(p GFC}QT attD pr�I 1 1.O VOLT: AFC -1, LOW VOLTAGE, DUPLEX, DUPLEX SPLIT WIRED, DUPLEX fp WEATHERPROOF, GFCI, OR SING APLEX, SINGLE, DUPLEX W/SWITCH, SINGLE W/ 9W LEq./ SWITCH, TRIPLEX, TRIPLEX SPLIT WIRED Q@ 220 VOLT, THREE PHASE CDL `9 �9 Cw DWR� T P CTHM_ Ro (T\'1 � 9jp DRYER, WASHER, DISHWASHER, ELECTRIC RANGE, GAS GOOKTOP, HOOD IN/ VENT, 1 1.) MAIN ELECTRICAL SERVICE: PROVIDE 200 AMP. VERIFY LOCATION OF MAIN d MICROWAVE, REFRIGERATOR, SAUNA, SA s TW TC W GD ( TQ q q p q q lTP �(\`l� ll\'"/JI (!? lI\_/I) l\? STEAM, TOWEL WARMER, TRASH COMPACTOR, WHIRLPOOL d GARBAGE DISPOSAL KITCHEN, PANTRY d DINING AREAS: FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR ocl D1 4y A� K� L� ML � QV (WI; (SIN 5WITCHE5: AUTOMATIC DOOR, 4 WAY, AUDIO CONTROL, KEY OPERATED, LOW I [ VOLTAGE, MULTI LIGHT, OCCUPANCY RC y Dm 3` � 4 3DMTy � WP UW ALV 4V 4V Vj SENSOR, REMOTE CONTROL, SINGLE POLE, SINGLE POLE W/ DIMMER, 3 WAY, 3 END OF THE COUNTER. CEO ART. 210,52 (C) (243) AND ART. 2 10.8. WAY DIMMER, TIMER 4 WEATHERPROOF 14.) SMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL VACUUM OUTLET ti d Q WALL MOUNTED VACUUM SYSTEM O ® ® CABINET MOUNTED: PUCK, RECTANGULAR, ROUNDED d TOE KICK LIGHTING 0 GooGEILIN6 MOUNTED, DUAL SPOT, TRIPOD PER CEO ART. 210.52 (B). 5POT. 6' RECESSED, HEAT LAMP, LO W 15.) COUNTERTOP REGEPTAGLE5 IN THE KITCHEN AND DINING ROOMS SHALL BE VOLTAGE 4 4" REGE55ED INSTALLED AT EACH WALL COUNTER SPACE THAT 15 12" OR WIDER. RECEPTACLE CHANDELIER, ELEGAND PENDANT, OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 COIN MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET RAINDROP CHANDELIER o 4 SCROLL CHANDELIER 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. BOWL PENDANT CHANDELIER, ROUND LAUNDRY d UTILITY ROOMS: PENDANT CHANDELIER, CONTEMPORARY 1 6 ) LAUNDRY 4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT BOWL CHANDELIER, MOROCCO PENDANT CHANDELIER, PRARIE PENDANT ° 0 CwHANDELIER 4 SCROLL BOWL PENDANT CHANDELIER 000 0O O O 3 DOWN LIGHTS, ARTS d GRAFTS ° CHANDELIER, BOWL CHANDELIER, ° S O CANDELABRA CHANDELIER, (� CONTEMPORARY CHANDELIER, CRAFTSMAN CHANDELIER, CRYSTAL 0 o @44 CHANDELIER, DOVER CHANDELIER, FRANKLIN TRIPLE, RING CHANDELIER, SEASIDE CHANDELIER, SHADED 0 o CANDELABRA, SUSPENSION, TORCH CHANDELIER, TRACK CHANDELIER, TRIPLE ° CLASSIC, VINTAGE CHANDELIER, WEIGHTED CHANDELIER, WEIGHTED p p � o DOUBLE CHANDELIER,, WROUGHT IRON CANDELABRA 4 WROUGHT IRON CHANDELIER, 0 0 0 O EMERGENCY EXIT LIGHTING 4 EXIT SIGNS SURFACE MOUNTED_ FLUORESCENT LIGHTING: 2 1 "X48' (4) TUBE FIXTURE, 24" (2) TUBE FIXTURE, 45"(2) TUBE FIXTURE 4 96' (2) TUBE FIXTURE RECESSED FLUORESCENTS: SIMILIAR W/ "R" IN FIXTURE. HANGING FLUORESCENT LIGHTING: LONG SHOP LIGHT 4 SHORT SHOP LIGHT OUTDOOR PAT1i.LIGHT_LNG: ❑ ❑ O O O I O ❑ O O O I Q GYLINDRIGAL BOLLARD, 5QUAP BOLLARD, BOX LAMP, FLARE, PATH LIGHT, WIDE BRIM, SPOT LIGHT, PATH LIGHT - TULIP - SMALL d TULIP LAMP ,{��, ❑ y��° y 0 OUTDOOR STREET LIGHTING: ACORN LAMP, BOX LAMP, COLONIAL 3 LAMPS, COLONIAL LAMP, FLAIR LAMP, ® 0SPHERICAL 0 ® GLOBE LAMP, ORNATE LAMP, LAMP d STREET LANTERN TRACK LIGHTING: BASIC B 48, DUAL RAIL TRACK, GOOSENECK TRACK, RAIL TRACK, TRACK NE TRA CHANDELIER d d TRACK LIGHTING HEAD WALL MOUNTED LIGHTING: �a VARIOUS SCONCES, SEMI -FLUSH MOUNTED LIGHTS, DUAL FLOOD, DUAL SPOT, GOOSENECK DOUBLE SCONCE, GOOSENECK TRIPLE SCONCE, SINGLE FLOOD 4 MOTION SENSOR FLOOD LIGHT BARS: O O O Q Q Q LIGHT BAR HORIZONTAL o 4 LIGHT BAR VERTICAL, EXTERIOR REGEPTAGLE5 HVAC GOND. UNIT: SEE ELECTRICAL NOTES: 1.) SEE NOTES, HEATING d EXTERIOR REGEPTAGLE5. COOLING. 2.) SEE ELECTRICAL NOTES, HVAC CONDENSING UNIT. BATHROOM NOTES: Wp^FCI SEE ELECTRICAL NOTES: DISCONNECT U O BATHROOMS. ELECT, SERVICE: SEE NOTES, UTILITIES. 4 ELECTRICAL. NOTES: SERVICE PANELS. EXTERIOR RGEPTAGLE5 SEE ELECTRICAIL NOTE5: EXTERIOR REG P1FAGLE5,, ° EXTERIO LIGHTS GFCI 5EE ELECT NOTES, LIG T5. V, LAUNDRY d UTI TY ROOMS: SEE ELECTRICAL OTES, p LAUNDRY 4 UTILIT ROOMS. WHOLE HOUSE_ VENTILATION: THE LAUNDRY EXHAUST FAN TO BE USED FOR THE WHOLE HOUSE VENTILATION REQUIREMENTS. SEE ELECTRICAL NOTES: WHOLE HOUSE VENTILATION. v v D 9W ' LED V FAN W/LIGHT: SEE ELECTRICAL \ NOTES: CEILING FANS. LAMP HOLDERS: SEE ELECTRICAL NOT � LAMP HOLDERS. SMOKE/G.O. _ALARMS; SEE ELECTRICAL WH EXHAUST FAN: 'i ELEGTRIGAL NOTES: EXH ST FANS. 28W .2 TUBE \VACANCY SENSOR GFCI O O 5EE ELECTRICAL. NOTES: 'ALL AREAS" FOR MANDATORY MEASURES. IN LED NOTES: SMOKE/G.O. ALARMS. O D IAUST FAN: ELECTRICAL Lev 1° NOTES RUST FANS. qW I FRN W/LIGHT: LED SEE ELECTRICAL I NOTES: CEILING FANS. 9W cmLEv GFCI :GU NO SENS LAMP HOLDERS: / SEE ELECTRICAL SMOKE/G.O,_ALARMS: SEE ELECTRICAL NOTES: ICE IIr; SMOKE/G.O. ALARMS. FSU � � ac-srL. IV. M OKE/G,O, ALARMS: ELECTRICAL NOTES: LED WHOLE / SMOKE/G.O. ALARMS. HOUSE "1 SAN n v 22-a. ?WHOLE HOUSE F N CI ---- � SEE ELECTRICAL NO E5: WHOLE HOUSE FAUZ GFCI DOOR CHIME IN M LOCATION LED LED \ TO TIMER �\ AT MASTER I \ GFc BEDROOM ( LAMP HOLDERS - ' \ SEE \ 23.) 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 15 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 HUMID15TAT OPENINGS SHALL HAVE A RECEPTACLE. CEO ART. 210.5 2 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT C.) HUMIP15TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 1 6 INCHES IN ANY DIMENSION BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEO BATHROOM NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM IS A SECTION 3 14.25. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER FOR GEILIN6 (PADDLE) FANS PER CEO SECTION 3 14.21 (A) d (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 QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE NOTES: FOLLOWING: MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. LAMP HOLDERS. / 8.) THERMOSTATS: SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. ELEGTRIGAL NOTES: 9W LEq./ FAN W/LIGHL: SEE ELECTRICAL 23.) 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 15 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 HUMID15TAT OPENINGS SHALL HAVE A RECEPTACLE. CEO ART. 210.5 2 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT C.) HUMIP15TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 1 6 INCHES IN ANY DIMENSION BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEO BATHROOM NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM IS A SECTION 3 14.25. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER FOR GEILIN6 (PADDLE) FANS PER CEO SECTION 3 14.21 (A) d (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 QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE -1.) CEILING FAN5 W/LIGHT: SHALL BE HIGH -EFFICACY W/ DIMMER 5WITGH. FOLLOWING: MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. A.) A MINIMUM CFM RATING OF -15 CFM. 8.) THERMOSTATS: SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. ELEGTRIGAL NOTES: 9W LEq./ qW LED \ LAMP HOLDERS. \ VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING d IRRIGATION TIMER. (CONFIRM) 25.) TOILET ROOMS: INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING 1 1.) MAIN ELECTRICAL SERVICE: PROVIDE 200 AMP. VERIFY LOCATION OF MAIN d FIXTURES IN ROOMS WITH WATER GLO5ETS. SUB PANEL. 26.) SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3' HORIZONTALLY KITCHEN, PANTRY d DINING AREAS: FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR 9W LED � I [ TO WHOLE HOUSE FAN i LED IN / \\ LED q W LED I\ � \ FAN W/ CHT: I 5EE ELF/ NOTES: CEILING \` FANS. I LAMP HOLDERS: / I SEE ELECTRICAL NOTES: LAMP HOLDERS. LED ' 9W \ / qW LED .00 _FAT SEE ELEGTRIGA EXHAUST FANS. 4TNROOM$. LEN 1 DTES: _ 9W V LED 9W /LED 'E5: / ETES: / FAN W/LIGHT;. SEE ELECTRICAL NOTES: CEILING FANS. )FANCY VSOR oz� A LAMP_ HOLDERS: - SEE ELECTRICAL NOTES: LAMP HOLDERS. 0 /SMOKE/G.O. ALARMS: 11 /SEE ELECTRICAL NOTES: SMOKE/G.O. ALARMS. A-911, O I THE OSTA�\ SEE EGTRIGAL ES:THERMOSTA L D ITE5: CEILING NS. i � ED KITCHEN, t�ANTRY_d DINING: GFc SEE ELECTRICAL LIGHTING: ry = ry = KITCHEN, PArTRY 6 DINING AREAS. � I- � F lil Q ( lil IL ._ Y 11 I I P_UTTE COUNTY DEVELOPMENT SERVICES �.;0�3EVCOM�a FOR I `// 9W p LED 9W LED n csrry n n LED / G:\Users\Lynn\Documents\chief X9 Plans\Tom Hall -Marilyn Gannon\Gannon Residence.layout OWNER: MARILYN CANNON (530) 8q3-03g6X HOME D�/A. OL D p c EXTERIOR LI HTS SEE ELECT ICA NOTES, LI6 T5. p UP ° p v ° 0 EXTE 10 REGEPTAGLE5 EXTERIOR LIGHTING: ❑ P ° SEE ELECTRICAL NOTES: ° 5EE EL GTRIGAL NOTES: GFCI LIGHTING. o XTERI0 ' LIGHTS EXTER R RECEPTACLES. ° ° 5 E ELEGTRIGAL ° ° N TE5, LIGHTS. ry = I ry = EXTERIO IGHT5 ° o U V SEE ELECT IGAL ° ° I NOTES, LI HT5. ° ❑ ` ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ D D D ❑ ❑ ° } BEDROOM: o ° 1 5.) SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON ❑ ❑ ❑ EACH FLOOR OF THE DWELLING. ❑ ` ❑ SCALE: 1/4"- 1 '-O" 5MOKE/GAR80N MONOXIDE ALARMS: PROVIDE A HARDWIRED WITH BATTERY ❑ ❑ BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO ❑ ❑ BEDROOMS. ❑ ❑ A) SMOKE d CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN ❑ I ❑ SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF ❑ ❑ THE ALARMS. D ❑ ELECTRICAL SHALL BE INSTALLED PER THE G.E.G_ B.) FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR ❑ ❑ SMOKE ALARMS. ALL AREAS: 1 9.) CLOSETS LIGHTS: PER G.E.G.. DQ a 13 [1 ❑ o°❑❑ 0❑°❑❑ D D❑ ❑ 0 D 13 13 0 0❑❑ 0 D 0 0 0 0 0❑ 0 0 0 0 0 0 0❑❑❑ 1.) REFER TO THE MANDATORY MEASURES FOR RE5IDENTIAL_L*HTING 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 REQUIREMENTS THROUGHOUT. AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2.) BRANCH CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT- CEO ART, 2 10.1 1 (G) (3). INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 2 1.) BATHROOM_LIGHT5: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM. BRANCH CIRCUITS SUPPLYING OUTLETS. CEO ART. 2 10.1 2 (B). PROVIDE A "MANUAL ON - AUTO OFF" OCCUPANCY LIGHT 5WITGH. 3.) RECEPTACLES:- BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 22.) LIGHT. FIXTURES IN TUB OR SHOWER ENCLOSURES: TO BE LABELED "SUITABLE E FOR DAMP LOCATION" PER CEO ART 4 10 10 (A) d (D) RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT REGEPTAGLE5. SEE G G ART. 406.12. 23.) 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 15 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 HUMID15TAT OPENINGS SHALL HAVE A RECEPTACLE. CEO ART. 210.5 2 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT C.) HUMIP15TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 1 6 INCHES IN ANY DIMENSION BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEO BATHROOM NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM IS A SECTION 3 14.25. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER FOR GEILIN6 (PADDLE) FANS PER CEO SECTION 3 14.21 (A) d (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 QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE -1.) CEILING FAN5 W/LIGHT: SHALL BE HIGH -EFFICACY W/ DIMMER 5WITGH. FOLLOWING: MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. A.) A MINIMUM CFM RATING OF -15 CFM. 8.) THERMOSTATS: SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. B,) BE RATED A MAXIMUM OF 1.0 SONE. 9.) EXHA05T_FANS: PROVIDE A MIN. OF 50 CFM FAN5 (20 CFM FOR CONTINUOUS C.) THE CONTROL 5WITGH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING d IRRIGATION TIMER. (CONFIRM) 25.) TOILET ROOMS: INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING 1 1.) MAIN ELECTRICAL SERVICE: PROVIDE 200 AMP. VERIFY LOCATION OF MAIN d FIXTURES IN ROOMS WITH WATER GLO5ETS. SUB PANEL. 26.) SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3' HORIZONTALLY KITCHEN, PANTRY d DINING AREAS: FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR 12.) KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS SHOWER. CRO R314.3. ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C. GARAGE: 15.) ISLAND OR PENINSULA: PROVIDE A GFCI COUNTERTOP RECEPTACLE AT THE 2"L) GARAGE RECEPTACLES ARE REQUIRED TO BE GFCI PROTECTED. LIGHT END OF THE COUNTER. CEO ART. 210,52 (C) (243) AND ART. 2 10.8. SWITCH TO HAVE VACANCY SENSOR_ LIGHTS TO BE HIGH EFFICACY,, 14.) SMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL 28.) GARAGE FIREWALL: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE 4 APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, 5WITGH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND ACCEPTABLE.) FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS 2 q.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE PER CEO ART. 210.52 (B). OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE 15.) COUNTERTOP REGEPTAGLE5 IN THE KITCHEN AND DINING ROOMS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24'. INSTALLED AT EACH WALL COUNTER SPACE THAT 15 12" OR WIDER. RECEPTACLE EXTERIOR: OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET 30.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI SPACE. CEO ART.:2 10.5 2 (G) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP„ PROTECTED. GEG ART. 210.8(5). 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. 3 1.) OUTDOOR LIGHTING: TO BE HIGH EFFICACY CONTROLLED BY PHOTO CELL 4 LAUNDRY d UTILITY ROOMS: MOTION SENSOR, PHOTOCONTROL, ASTRONOMICAL TIME CLOCK; OR AN 1 6 ) LAUNDRY 4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT ENERGY MANAGEMENT CONTROL SYSTEM (EMGSI. LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER 32.) CHRI5TMA5 LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, OUTLETS PER CEO ART. 2 RA 1 (G) RC SWITCHED 0 FRONT DOOR - WP/61`61 PROTECTED. 1 ?.) DRYER OUTLET: PROVIDE 1 1 WIRE RECEPTACLE FOR DRYER PER CEG. 33•) HVAC GOND. UNIT:. PROVIDE 220Y ELECT. DISCONNECT W/ 30"x30" CLEAR WORKSPACE 4 1 1 OV WP 6FGI PROTECTED SERVICE RECEPTACLE WITHIN 25'. ATTIC: 34.) PROVIDE LIGHTS, SWITCHES AND RECEPTACLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALGS 22 15 q SAMSON AVENUE, CORNING, CALIFORNIA 1160:21 PHONE: (5 30) 321-7242 CELL ; EMAIL ADDRE55: MaxoGadMama.com NUMMI I I I RVC.1 VRML LG710n - � 1 RUI. I VR/1L GI 383 RIO LINDO AVENUE ><200, GHIGO, GA 95926 (530) 592-4407 WORK EMAIL ADDRE55: RylandoSummltGhlco.com EXHAUST (530) 570-0354 CELL EMAIL ADDRESS: MGGardendeslgnoGMalLcom ARCH D (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: 1(530) 59 1-668= 1 9 .�YGAM ORE VALLEY ROAD GHICp, CALIFORNIA 9 5 q7 3 1- REVIEWED FOR CODE COMPLIANCE A' R 1 1 2017 TRF AND, ASSOCIATES YNNSMiTk3 2 ®ATT.NET ENERGY GALGS BY: '' GOLDEN SUN r O �DE51GN5 '' RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD.luzJuf4g Q v �m z o0 O � lU wM I4J Q 0 .q O O OL z.... v A K V_ Ju J� Ill z O T_ z z0 <H--Iw Iv _3Oz>w L Ctu tu tu �W LIVABLE: 2059 Sq,Ft TOTAL GARA GE: O Sci,Ft TOTAL COVERED PATIO: 200 5c{Ft TOTAL200940 DATE: 3/1/20 11 SCALE: SHOWN UVUO�Ih111 SHEET ei COPYRIGHT 201'1 L t nn SMI I n - ✓Icr+r I I- 1 99 SYCAMORE VALLEY ROAD, t GHIGO, GA 959'13 (530) 891-0585 WORK (530) 514-0555 CELL L,;�9. Tr."e. EMAIL ADDRESS: Lynn5 mlth32oATT.net ATTIC: ATTIC ACCESS: ATTIC AREAS HAVING A CLEAR HE16HT OVER 30* SHALL BE PROVIDED Y41TH A 22'XSO"MINIMUM SIZE OPENING. CRC P.50'7.1 4 CMC, ,104.1 0. THE ACOF-55 SIZE SHALL BE AT LEAST AS LAP6E AS THE LARGEST ATTIC APPLIANCE. THE ACCESS SHALL BE LOCATED IN A HALLNAY OR OTHER READILY ACCESSIBLE LOCATION. FA55A6ENAY: A 24"INIDE 50LID PASSA&ENAY FROM THE ACCE55 ENTRANCE TO THE APPLIANCE. LENGTH: INHERE THE FASSA6ENAY 15 LE55 THAN 6'IN HEIGHT, THE DISTANCE TO THE APPLIANCE 5HALL NOT EXCEED 20'IN LENGTH. CPC 50b.4. 1. N0RK5FAcE: A BONBO" NORKINO PLATFORM TO 13E SUPPLIED AT THE SERVICE SIPE OF THE APPLIANCE. CPC 505.4 ATTIC VENTILATION: ATTICS 4 ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1"OF AIRSPACE 15 REQUIRED BETINEEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT 13E LE55 THAN 1/ 1 50 OF THE AREA OF THE SPACE VENTILATED, NITH 50% OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE 4 THE BALANCE PROVIDED BY SOFFIT VENTS. CRC_ R506.1 4 R606.2. ATTIC LIC,HTIN6 4 CONVENIENCE OUTL_ET: 5EE"ELECTRlC,AL NOTES', ATTIC. BATHROOM: CEII-INC, HEIGHTS: SEE CEILIN6 HEIGHTS. DRAINS: A 4"VRAIN 15 REQUIRED FOR BUILDIN65 PROVIDING MORE THAN 5 TOILETS. CFr_ TABLE 1-5 FOOTNOTE 4. EXHAUST FANS: 11,15TALLEP INITH A MINIMUM 50 CFM FOR INTERMITTENT VENTILATION OR 20 C,FM FOP, CONTINUOUS VENTILATION. FAN SHALL BE ENERGY STAR COMPLIANT 4 PROVIDED NITH HUMIDITY CONTROL 4 SHALL BE EQUIPPED INITH BACK -DRAFT PAMPERS. CM6 504.1 SEE ELECTRICAL NOTES, EXHAUST FANS. EXHAUST DUCTS: TERMINATE OUTSIDE OF THE BUILDING N/ BACK-PRAFT PAMPERS. FAUCETS: FLON RESTRICTED TO 1.2 GPM 9 60 PSI. C655C 4.505.1.4.2. JETTED TUBS: PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR. PROVIDE A 6Fc'I BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. LAVATORIES: PROVIDE MIRROR AT LAVATORIES. 5HONER COMPARTMENTS: NATERFROOF 5URFACE TO +-12*. PROVIDE SAFETY GLA55 ENCLOSURE, CURTAIN POP ORNALK-THRU ENTRANCE TO 5HONER. MINIMUM FINISHED INTERIOR AREA OF 1024 50. INCHES 4 CAPABLE OF ENCOMPASSING A 50"CIRCLE. SHONER VALVE NOTE: SHONER5 AND TUB-SHONER COMBINATIONS SHALL BE PROVIDED V41TH INV]VIPUAI_ CONTROL VALVES OF THE PRESSURE BALAN6E, THERMOSTATIC, OR COMBINATION PRF_5SURE BALAINCE/THERMOSTATIC MIXING VALVE TYFE.CPr-405.5 SIN61-F-SHOINER HEAD FLOIN RESTRICTED TO 2.0 6FM @ 80 PSI. C&135C.4.303. 1.3.1 MULTIPLE 5HONER HEAPS: NHEN A 5HOINIER 15 SERVED BY MORE THAN 1 SHONER HEA17), THE COMBINED FLON RATE OF ALL SHONER HEADS 5HALL NOT EXCEED 2.0 GPM @ 50 PSI, OR THE SHOINER SHALL BE DESIGNED TO ALLOIN ONLY 1 5HONER OUTLET TO BE OPERATED AT A TIME. 5HONER HEAD POSITIONED 90 IT DOES, NOT DISCHARGE AT THE ENTRANCE OF THE 5HOINER. r_Fr_ 408.q. TOILETS: 1.25 GALLONS PER FLUSH MAXIMUM. PUAL FLUSH TOILETS DETERMINED BY AVERAGING 2 REDUCED FLUSHES $ 1 FULL FLUSH. COBSC 4.505. 1. 1. MAINTAIN 15"GLEARANCE FROM C/L OF TOILET TO 51DE NALL OR OBSTRUCTION. PROVIDE 24"MIN.C,LEARANCE IN FRONT. CF0402.546RCR30-1.1. TOIL -ET PAPER HOLDER: PROVIDE BACKIN& 0 26" ABOVE FLOOR. TONEL BARS: PROVIDE BACKING FOR TONEL BARS a 44"ABOVE FLOOR. URINAI_S: FLON RESTRICTED TO 0.5 GALLONS PER FLU5H. r_665r, 4.303.1.2 INHOLE 131,111-011,16 VENTILATION: SEE NOTEV, NHOLE BUILPINO VENTILATION FOR ADDITIONAL INFORMATION. ININDOP45: PROVIDE SAFETY 6LA55 IF BOTTOM OF OLAZIN615 LE55 THAN 60"ABOVE A SHONER OR TUB SURFACE 4 DRAIN INLET. r -RC 505.4.5. EXCEPTION: GLAZING THAT 15 MORE THAN 60", MEASURED HORIZONTALLY, FROM NATER'S EDGE. SEE"NOTF5', GLAZING FOP, ADDITIONAL GLAZING INFORMATION. BEDROOMS: FLOOR COVERING: SEE -NOTES', FLOOR COVERIN(5 FOP, ADDITIONAL INFORMATION. SMOKE/G.O. ALARMS: SEF"NOTES% SMOKEIC.O. ALARMS FOP, ADDITIONAL INFORMATION. SLEEPING ROOMS SHALL HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENIN6,SUCH AS AN EXTERIOR OPERABLE NINVOIN, DOOR OR SIMILAR DEVICE. CRC R5 1 0.1 Y41NPOY45: PROVIDE 1 VOOR OR BEPROOM NINVON NITH A MIN. NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: (SPADE FLOOR OFENINO CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. CRr_ R5 1 0. 1. SILL HEIGHT: MAX. 44* ABOVE FLOOR MIN. OPENING HEIGHT: 24'. MIN, OPENING NIPTH: 20" Y41NDOY45 MORE THAN 'I 2'ABOVE THE FINISHED GRADE I HAVING OPENIN69 LOCATED NITHIN 24"OF THE FINISHED FLOOR TO 13E PROVIDED NITH NINDOIN FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY INITH ASTM F 20CIO. CRC R 5 1 2.2. 1. CEILIN&,HEI0HTS: HABITABLE SPACE: HABITABLESFACE, HALLINAYS 4 PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILIN6 HEIGHT OF NOT LESS THAN 1'. IBATHROOM5, TOILET ROOMS 4 LAUNDRY ROOMS SHALL HAVE A CEILINS HEIGHT OF NOT LESS THAN 6'-b". EXCEPTIONS: 1.) FOR ROOMS NITH SLOPED CEILINGS, THE PEOUIREM FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HE16HT OF NOT LESS THAN 5'4 NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT LF55 THAN '7. 2.) A 5HONER OR TUB NITH A SHONERHEAP SHALL HAVE A CEILING HE16HT OF NOT LE55 THAN V-8"ABOVE AN AREA OF NOT LE55 THAN 50" BY 50"AT THE SHONERHEAD. 3.) BEAM5,61RPERs, pur-T5 OR OTHER OBSTRUCTIONS IN BASEMENTS CONTAINING HABITABLE SPACE 5HALL 13E PERMITTED TO PROJECT TO NITHIN b' -4"0F THE FINISHED FLOOR. CONSTRUCTION NASTE MANAGEMENT: 1. CONSTRUCTION NA5TE MANAGEMENT: RECYCLE ANP/OR SALVAGE A MINIMUM OF 65% OF THE NON-HAZARDOLS CONSTRUCTION 4 DEMOLITION NASTE. C650 4.408. 1. 2. CONSTRUCTION NASTE MANAGEMENT PL.AN: SUBMIT A CONSTRUCTION NASTE MANAGEMENT PLAN. THE CONSTPUCTION NASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY I SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. C6BG 4.408.2 5. NA5TE MANAGEMENT COMPANY: UTILIZE A INA5TE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, NHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION 4 DEMOLITION NASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES Y41TH SECTION 4.408. 1. NOTE: THE ONNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 DEMOLITION NA5TE MATERIALS INILL BE DIVERTED BY A NA5TF_ MANAGEMENT COMPANY. 4. NASTE STREAM REDUCTION Al-TERNATIVE: PROJECTS THAT GENERATE A TOTAL COMBINED NEI&HT OF CONSTRUCTION 4 DEMOLITION INASTE P15POSEV OF IN LANDFILLS, INHICH DO NOT EXCEED FOUR (4) L55YSa. FT. OF THE BUILDING AREA 5HALL- MEET THE MINIMUM 50 PERCENT CONSTRUCTION NA5TE REDUCTION REaUIREMENT IN SECTION 4.405. 1. 5. DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY INHICH DEMONSTRATES COMPLIANCE V41TH COBC 4.405.2. EMERGENCY ESCAPE 4 RESCUE: SEENOTES', BEDROOM, NINVOINS FOP, APPITIONAL INFORMATION. EGRESS: EGRESS POOR: AT LEAST ONE EGRESS DOOR SHALL BE PROVlPED. THE EGRESS POOR SHALL BE SIVE-HIN&EP, 4 SHALL PROVIDE A MINIMUM CLEAR NIDTH OF 32"INHEN MEASURED BETNEEN THE FACE OF THE DOOR AND THE STOP, Y41TH THE DOOR OPEN 010 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE POOP OPENING SHALL NOT BE LESS THAN -1 WIN HE16HT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. CRC R3 1 1.2 LANDINGS: THERE SHALL BE A LANDINC, OR FLOOR ON EACH SIDE OF EACH EXTERIOR POOR. THE Y41PTH OF EACH LANDING SHALL NOT 13E LESS THAN THE DOOR SERVED. EVERY LANDING 5HALL HAVE A MINIMUM VIMEN51ON OF 56"MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%). r -PIC P-511.5 THE L-ANDINO OR FLOOR ON THE EXTERIOR SIPE SHALL NOT BE MOPE THAN '73/4" DELON THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SININ& OVER THE LANDING OP FLOOR. CRC R3 1 1.5.1. SEE NOTE5, LANDINGS FOR ADDITIONAL INFORMATION. STAIRNAYS: STAIRINAYS SHALL NOT BE LESS THAN 3 6"IN CLEAR NIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND DELON THE REOUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MOPE THAN 4.5"ON EITHER SIDE OF THE5TAIRNAY AND THE MINIMUM CLEAR NIDTH OF THE 5TAIRNAY AT AND DELON THE HANPRAIL HEIGHT, INCLUPIN6 TREAP5 AND LANDINGS, SHALL NOT BE LESS THAN 3 1 1/2"NHERE A HANPRAIL 15 INSTALLED ON ONE SIDE AND 2'7'NHERE HANDRAIL5 ARE PROVIDED ON BOTH SIDES. CRO R3 1 11.1 SEENOTES", STAIRS, HANDRAILS 4 GUARDS, FOP, ADDITIONAL INFORMATION. ENVIRONMENTALGUALITY: PROVIVE MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT APE ODOROUS IRRITATING AND/OP HARMFUL TO THE COMFORT 4 NELL BEING OF A BUILDIN6�5 1145TALLER�, OCCUPANTS I NEIGHBORS. 1. FINISH MATERIAL POLL-UTANT CONTROL: FINISH MATERIALS SHALL COMPLY NITH COBC 4.504.2.1 ADHESIVES, SEALANTS 4 CAULKS. APHESIVEB, SEALANTS 4 CAULKS USED ON THE PROJECT SHALL MEET THE REGUIREMENT5 OF THE FOLLOININ6 STANDARDS: A. ADHESIVES, ADHESIVE BONVIN6 PRIMERS, ADHESIVE PRIMERS, 5EALANT5, SEALANT PRIMERS, 4 CAULKS SHALL COMPLY NITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT VISTRIC,T RULES INHERE APPLICABLE OR SCAOMP RULE 1 1 65 VOC LIMIT5. AS SHONN IN TABLE 4.504.1 OR 4�504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY Y41TH THE RULE 1 1 bb PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFOPM, ETHYLENE DICHILORIPE, METHYLENE CHLORIDE, FFRCHLOROETHYLENE 4 TRICHLOROETHYLENE). S. AEP050L ADHESIVES $SMALLER UNIT SIZES OF ADHESIVES, 4 SEALANT OR CAULKIN& COMPOUNDS (IN UNITS OF PRODUCT, LE55 PACKAGING, INIHICH DO NOT NEIGH MORE THAN 1 FOUND 4 DO NOT CON51ST OF MORE THAN 1 6 FLUID OUNCES) SHALL COMPLYNITH 5TATENIPE VOC, STANDARDS, 4 OTHER REQUIREMENTS, INCLUDINO PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA COVE OF REGULATIONS, TITLE 11, COMMENCING NITH SECTION cl 4507. 2. FAINTS 4 COATINGS: 0613C 4.504.2.2 ARCHITECTURAL FAINTS 4 COATINGS SHALL COMPLY NITH VOC, LIMITS IN TABLE 1 OF THE ARS ARCHITECTURAL SUGGE5TEP CONTROL MEASURE, AS SHONN IN TA13LE 4.504.3, UNLESS MOPE STRINGENT I-OCAL LIMIT5 APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOP, THE SPECIALTY COATINGS CATE60RIE5 L15TEP IN TABLE 4.504.5 SHALL BE DETERMINED BY CLASSIFYING THE COATIN& AS A FLAT, NONFLAT OR NONFLAT-HIOH OL055 COATING, BASED ON ITS GLOBS, AS DEFINED IN SUBSECTIONS 4.21,4.56,4 4.3 -1 OF THE 200-7 CALIFORNIA AIR RESOURCES BOARP, SUGGESTED CONTROL MEASURE, 4 THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIOH OL055 VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. 5. AER050L FAINTS 4 COATINGS: 66130 4.504.2.5 AEROSOL FAINTS 4 COATINGS SHALL MEET THE FRODUCT-NEI(SHTED MIR LIMIT5 FOR ROC IN SECTION q4522(A)(3) 4 OTHER REOUIREMENT5, INCLUMIN& PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS 4 OZONE PEPLETINO SUBSTANCES, IN SECTIONS q4522(C)(2) 4 (P)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 11, COMMENCING Y41TH SECTION -14520; 4 IN AREAS UNPER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT P15TF-ICT ADDITIONALLY COMPLY Y41TH THE PERCENT VOG BY NEI&HT OF PRODUCT LIMITS OF REGULATION 5, RULE 4 q. 4. VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE NITH THIS SECTION 5HALL BE PROVIDED AT THE REOUE5T OF THE ENFOPCINO AGENCY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE FOLLONINO: A. MANUFACTURER'S PRODUCT 5FECIFICATION. B. FIELP VERIFICATION OF ON-SITE PRODUCT CONTAINERS. S. INTERIOR MOISTURE CONTROL - A. CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REOUIREP TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 1 -1 OR CONCRETE SLAB-ON-OROUND FLOOP5 REQUIRED TO HAVE A VAPOR RETARDER 13Y THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY NITH THIS SECTION. �B. CAP�LLARY OREAK: C65C 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMFL ANCE INITH AT LEAST ONE OF THE FOLLOYlIN95: 1.) A 4'THICK (11 0 1.6 RNRN) BASE OF L/ZlNr-H (11 2.71 MM) OR LARGER CLEAN AGGREGATE 5HALL BE PROVIDED NITH A VAPOR RETARDER IN DIRECT CONTACT NITH CONCRETE 4 A CONCRETE MIX DESIGN, NHICH INILL ADDRESS BLEEDING, SHRINKAGE, 4 CURLING, SHALL BE USED. FOR ADPITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 502.2P,-06. :2.) OTHER EQUIVALENT METHODS APPROVED 13Y THE ENFORCINS AGENCY, 5.) A SLAB DES16N SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 0. MOISTURE CONTENT OF BUILDING MATERIALS: COBC 4.505.5 BUILDING MATERIALS INITH VISIBLE SIGNS OF NATER DAMAGE SHALL NOT BE INSTALLED. NALL 4 FLOOR FRAMING SHALL NOT BE ENCLOSED NHEN THE FRAMING MEMBERS EXCEED 1 q% MOISTURE CONTENT. M015TURE CONTENT SHALL BE VEPIFIED IN COMPLIANCE NITH THE FOLLONIN6: A. M015TURE CONTENT SHALL BE DETERMINED Y41TH EITHER A PROBE -TYPE OR COINTAC,T-TYPE MOISTURE METER. EOUIVALENT MOISTURE VERIFICATION METH005 MAY BE APPROVED BY THE ENFORCING AGENCY 4 SHALL SATISFY REaUIREMENTS FOUND IN 0613C, 1 0 1 �5. B. MOISTURE READINGS SHALI_ BE TAKEN AT A POINT 2' TO 4'FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. C. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON NALL 4 FLOOR FRAMINONITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE NALL 4 FLOOR FPAMIN6. D. 11,15ULATION PRODUCTS NHlr_H APE V151BLY NET OR HAVE A HIGH MOISTURE CONTENT 5HALL BE REPLACED OR ALLONED TO PRY PRIOR TO ENCI_05URE IN NALL OR FLOOR CAVITIES. NET -APPLIED INSULATION PRODUCTS SHALL FOLLON THE MANUFACTURERS' DRYINC, RECOMMENDATIONS PRIOR TO ENCLOSURE. FIRE SPRINKLER SYSTEM: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLEV IN ACCORDANCE NITH NFFA 13D OR CRC SECTION R315.3- DESIGN 13Y-OTHER!5. EXCEPTION: AUTOMATIC FIRE SPRINKLER SYSTEM 15 NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDIN65 THAT ARE NOT ALREADY PROVIDED NITH AN AUTOMATIC RESIDENTIAL SPRINKLER. SYSTEM. CRC R515.2. FIREPLACES: GAS, FIREPLACE: SHALL BE PIRECT-VENT 5EALED-COM15L)5TION TYPE. ALL FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN _ ACCORDANCE INITH THE CONDITIONS OF THE LISTING. FIREPLACES SHALL BE TESTED IN ACCORDANCE NITH UL 12 -1. THE INSTALLATION MANUAL SHALL BE AVAILABLE FOR REVIEN BY THE BUILDING INSPECTOR UPON REQUEST. C615r, 4.505. 1, 6Rr' R. 1 00R, CIVIC 9108.2. NOOP STOVES I PELLET STOVES: INSTALL AS PEP MFG. SPECS 4 COMPLY NITH U.S. EPA PHASE 11 F-MI591ON LIMITS. NOOD STOVE FLUE: TO EXTEND NOT LE55 THAN VABOVE THE HIGHEST POINT NHERE IT PASSES THROUGH A ROOF AND NOT LE55 THAN 2'HIGHER THAN A PORTION OF A BUILDINO INITHIN A HORIZONTAL P15TANCE OF I O'. C,Mr_ bO2.5.4 FIREPLACES, NOOP5TOVE5 4 PELLET STOVES: SHALL AL50 COMPLY NITH APPLICABLE LOCAL ORVINANCE5. FIRE BLOCKING: PROVIDE FIRE BLOCKING AT PLATE LINE OF FIREPLACE. P-302.11.4 FIRE-RESISTANT - CONSTRUCTION: 2.) UNDER -STAIR PROTECTION: ENCLOSED ACCE5SIBLE SPACE UNDER STAIRS SHALL HAVE NALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENGLOSEP SIDE V41TH 1/2'6YFSUM BOARD. 3.) FIREBI.-OCKINO: IN COMBUSTIBLE CONSTRUCTION, FIREBLOOKIN& SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HOP IZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETINEEN STORIES, AND BETINEEN A TOP STORY AND THE ROOF SPACE. FIREBILOCKINO SHALL BE PROVIDED IN NOOD-FRAME CON5TRUCTION IN THE FOLLOY41NG LOCATIONS: A. IN CONCEALED SPACES OF STUD NALLS AND PARTITIONS, INCLUDINS FURPED SPACES AND PARALLEL PONS OF STUDS OR STAGGERED STUDS, AS FOLLOINIS: 1) VERTICALLY AT THE CEILIN6 AND FLOOR LEVELS. 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 1 O'. B. AT ALL INTERCONNECTIONS BETNEEN CONCEALED VERTICAL AND HOP IZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. C, IN CONCEALED SPACES BETNEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRSSHALL COMPLY P41TH SECTION P.302.17. V. AT OPENINGS AROUND VENTS, FIFES, DUr-T5, CABLES AND NIRE5 AT CEILINIS AND FLOOR LEVEL. NITH AN APPROVED MATERIAL TO RESIST THE FREE FA5SA6E OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLIN6 TH15 ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE A5TM E 1 B rp REQUIREMENTS. I-. FOR THE FIREBLOOKINS OF CHIMNEYS AND FIREPLACES, SEE SECTION R 1 005A 11. FLOOD ZONE: FOR PROPERTIES LOCATEP IN A FLOOD ZONE A: 1 -) PROVIDE TY40 COMFLETEI�? FEMA FLOOD ELEVATION CERTIFICATES PREPARED BY A CALIFORNIA REGISTERED PROFE55IONAL OR LAND SURVEYOR. 2.) IF REQUIRED, PROVIDE FLOOD RESISTANT CONSTRUCTION. C,Rrs R5 22. 5.) IF REQUIRED, THE BOTTOM OF FLOOD VENTS (FV) 5HALL BE NO HIGHER THAN 1 FOOT ABOVE GRADE. 4.) IF REGUIRED, PROVIDE AT LEAST TY40 6"X 1 4'&ARAr,E VENTS (&V) IN EXTERIOR GARAGE NALLS, LOCATED ON OPPOSITE 51PFS OF ADJACENT NALL5 NITH A TOTAL NET AREA OF NOT LESS THAN 1 5aUAPF_ INCH FOP, EVERY SQUARE FOOT OF ENCLOSED AREA. THE BOTTOM OF THE OPENING SHALL BE NO HIGHER THAN 1' ABOVE GRADE. 5.) A FINISHED CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL. APPROVAL OF THIS STRUCTURE. FLOORIN& COVERING: CARPET 5Y5TFMS: ALL CARPET INSTALLED IN THE BUILDINO INTERIOR SHALL MEET THE TESTING 4 PRODUCT REQUIREMENTS OF ONE OF THE FOLLONINO: CGBC 4.504.5 1.) CARPET 4 RUG IN5TITUTE'S GREEN LABEL PLUS PROGRAM. 2.) CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, *5TANDARD METHOD FOP, THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS: VIER51ON 1. 1, FEBRUARY 20 1 0 (AKA SPECIFICATION 0 1 550.) 5.) N5F/AN5I 140 AT THE GOLD LEVEL. 4.) SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTA&E� GOLD. CARPET CUSHION: ALL CARPET CUSHION INSTALLED IN THE BUILDIN6 INTERIOR SHALL MEET THE REOUIREMENTB OF THE CARPET 4 RUS INSTITUTE'S GREEN LABEL PRO(5P AM. C -65C 4.504.5.1 CARPET ADHE51VE: ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE4.504.1. COBC4.504.5.2 RESILIENT FLOORIN6 SYSTEMS: NHERE RE5ILlENT FLOORIN& 15 INSTALLED, AT LEAST 150 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORINO SHALL COMPLY V41TH ONE OR MORE OF THE FOLLONIN(5: C65C, 4.504.4 1 J A VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE Sr-HOOL5 (CHFS) HIGH PERFORMANCE PRODUCTS DATABASE. 2.) PRODUCTS COMPLIANT NITH CHPS CRITERIA CERTIFIED UNDER THE 6REENOUARV CHILDREN I SCHOOLS PR06PAM. 5.) CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCOPE PROGRAM. 4.) MEET THE CALIFORNIA PEPARTMENT OF PUBLIC HEALTH,'STANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EM155IONS FROM INDOOR 50UPCES USIN(SENVIP,ONMENTALr,HAMBEP,5,*VER51ON 11.11,FEBRUARY 201IO(AKASPECIFICATION01550). COMPOSITE NOOP FROPUC�T5: HARDY400D PLYINOOD, PARTICLEBOARD 4 MEDIUM PENSITY FIBERBOARD COMPOSITE NOOP PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOP, FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOP, COMPOSITE NOOD (11 CCR q 3 1 20 ET SEG.), BY OR BEFORE THE PATES SPECIFIED IN TH05E SECTIONS, AS SHONN IN TABLE 4.504.5. C6130 4.504.5 DOCUMENTATION: VERIFICATION OF COMPLIANCE NITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOININ(S: C6130 4.504.5.1 1.) PRODUCT CERTIFICATIONS 4 SPECIFICATIONS. 2.) CHAIN OF CUSTODY CERTIFICATIONS. 5.) PRODUCT LABELED 4 INVOICED AS MEETING THE COMPOSITE Y400D FROPUGTS REGULATION (SEE COR, TITLE 1 7, SECTION cl 3120, ET SEG.). 4.) EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE P5-1 OR PS -2 STANDARDS OF THE ENGINEERED INOOD ASSOCIATION, THE AUSTRALIAN ASINZS 2 2 6 q OR EUROPEAN 65 b 3 5 STANDAP DS. 5.) OTHER METHODS AcCEPTABLE TO THE ENFORCING AGENCY. FOUNDATION: DRAINAGE: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED ANAY FROM THE BUILVINO AT NOT LESS THAN 6"IN THE FIRST 1 0'(5% SLOPE). CRO R40 1.5. IZA15EP FLOOR VENTILATION: CRANL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE UNDERFLOOR AREA INALI-5. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SOFT FOR EACH 150 SOFT OF UNr,>ERFLOOR AREA. ONE VENTILATION OPENING SHALL BE LOCATED Y41THIN 5'OF EACH CORNER OF THE BUILDING. OPENINGS SHALL BE LOCATED 50 AS TO PROVIDE CROSS VENTILATION. FOUNDATION VENTS: SHALL BE COVERED INITH CORROSION -RESISTANT NIRE MESH NITH OPENINGS NOT LESS THAN I /5'AND NOT TO EXCEED 1/4'IN DIMENSION. CRG R405. SEE N.U.I. NOTES FOP, PROPERTIES LOCATED IN A NILD-LANP URBAN INTERFACE. FOUNDATION ACCE55: FROVIVE CRANL SPACES NITH A MINIMUM OF 1 ACCESS OPENING. IF ACCESS IS THROUGH THE FLOOR IT SHALL NOT BE LE55 THAN 1 8"E3Y 24'. IF THROUGH A PERIMETER NALL IT SHALL NOT BE LESS THAN 16* BY 24" * CRO R40b.4. SLAB5-ON-GRAVE: PROVIDE A b-M1L POLYETHYLENE VAPOR RETARDER V41TH JOINTS LAPPED NOT LE55 THAN 6* BETNEEN THE BASE COURSE OR SUBSP AVE I THE CONCRETE FLOOR SLAB. CRr_ R506.2.5. UNPERFLOOR. CLEANOUTS: SHALL BE LOCATED INITHIN 20'OF CRANL SPACE ACCESS. GARAGE: DINELL-11,16/6ARA&E ANV/OR CARPORT5EPARATION: A, FROM THE RESIDENCE AND ATTICS: NOT LESS THAN 1/2"OYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. B. FROM ALL HAE31TABLE ROOMS A13OVE THE GARAGE OR CARPORT: NOT LESS THAN 5/5'TYFE X GYPSUM BOARD OR EQUIVALENT. C. 5TRUCTURE(S) SUPPORTIN(S FLOOR/r-EILINr, A55EMBLIE5 USED FOR SEPARATION REWIRED BY THIS SECTION: NOT LESS THAN 1/2"(5YP5UM BOARD OR EQUIVALENT. P. GARAGES LOCATED LESS THAN B'FROM A VNELL-11,16 UNIT ON THE SAME LOT: NOT LE55 THAN 1/2'6Yf15UM BOARD OR EGUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR NALLS THAT ARE P41THIN THIS AREA. HABITABLE SPACE ABOVE: ABOVE A GARAGE MUST BE SEPARATED BY 5/5' TYPE X GYPSUM BOARD. CRC TABLE R302.6 POORS: DOORS BETNEEN THE PNELLING d GARAGE TO BE 1 5/5" THICK, SOLID CORENOOP, SOLID CORE STEEL, HONEYCOMB CORE STEEL, OR A POOP, NITH A 20 MINUTE FIRE PROTECTION RATING, AND BE 5ELF-CLO5IN6 I SELF-LATCHIN6. EXCEPTION: GARAGES THAT HAVE FIRE SPRINKLERS NEED ONLY BE 5ELF-CLOSING 4 5ELF-LATCHIN6. CPC R502.5.1. POOP, FROM GARAGE TO BEPKOOM: NO OPENINGS ARE PERMITTED FROM GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING. CRC 502.5.1 STAIRS: ENC,1_05EV ACCESSIBLE AREAS UNDER STAIRS SHALL BE COVERED BY 1/2" GYPSUM BOARD. CRC TABLE R302.6 DUCTS: DUCTS, IN THE GARAGE THAT PENETRATE THE SEPARATION MUST BE A MINIMUM OF 26 GAUGE STEEL INITH NO OFENINC75 IN THE GARAGE. R502.5.2. SUPPORTING ELEMENTS: 5UPFORTIN6 ELEMENTS OF SEPARATION ARE NO LONGER REaUIREP TO BE PROTECTED. GARAGE POOR: HOLD GARAGE FLOOR BACK 50 THAT POOR LANDS ON APRON 5/4"BELOIN GARAGE FLOOR. GARAGE POOR OPENER: SHALL BE L15TED IN ACCORDANCE Y41TH UL 525. CRO R50-1.4. GARAGE POOR OPENING: FIN15HED OPENING TO BE VSHORTER IN HEIGHT 4 2" NARRONER THAN NIPTH OF GARAGE DOOR SIZE. PROVIDE SOLID BLOCKING AT CENTER OF DOOR FROM HEADER TO A MINIMUM OF 14'ABOVE TOP OF DOOR * GARAGE FI-OOR: THE FLOOR SHALL BE SLOPE TO FACILITATE THE MOVEMENT OF LIOUIPS TO THE FRONT DOOR. CRC R.30q. 1. . IEV CAP^BILITY: A L15TEP RACENAY 5HALL BE INSTALLED TO ACCOMMODATE A VEVICATEP 205/240 -VOLT BRANCH CIRCUIT OR161HATINO AT THE MAIN SERVICE OR SUB PANEL 4 SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE FOR THE FUTURE INSTALLATION 4 USE OF ELECTRIC VEHICLE (EV) CHARGERS. THE RACENAY SHALL NOT BE LE55 THAN 1 * IN51DE DIAMETER 4 SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OF, CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL 5HALL PROVIDE CAPACITY TO 11,15TALL A 40 -AMP MINIMUM BRANCH CIRCUIT. THE RAC,ENAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS 'EV CAPABLE". 6613C 4.106.4.2.3. NATER SOFTNERS: PROVIDE 3/4"PIFE CONNECTION. CPO 6 1 1.4. (5LAZINO: HABITABLE ROOMS: EXTERIOR GLAZED OPENINGS FOP. NATURAL LIGHTING SHALL BE A MINIMUM OF 8% OF THE ROOM FLOOR AREA. ARTIFICIAL LIGHTING MAY BE USED IN LIEU OF NATURAL LIGHTING. CRC, R.50B. 1 OPENABLE VENTILATION AREA SHALL BE 4% OR MORE OF THE ROOM FLOOR AREA. IF LIEU OF EXTERIOR OPENINGS, A MECHANICAL VENTILATION SYSTEM MEETING CMC REOUIREMENT5 MAY BE PROVIDED. C,RC R303.1 NEXT TO POORS: SAFETY GLASS 15 REQUIRED NHEN Y41THIN A 24' OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. ALSO NHERE GLAZING Is ON A NALL PERPENDICULAR TO THE PLANE OF THE POOP IN A CLOSED P051TION 4 NITHIN 24 - OF THE HINGE 51DE OF AN IN-51NINSINC, DOOR. R305.4-2. SAFETY GLASS 15 REQUIRED IF ALL OF THE FOLLONINO CONDITIONS ARE MET: . 1 J F-XF05ED AREA OF INDIVIDUAL PANE 15 LAP r,ER THAN q SOUARE FEET; 2.) THE E30TTOM EDGE 15 LESS THAN 1 6' ABOVE THE FLOOR; 3 * ) THE TOP EDGE 15 MORE THAN 5 6' ABOVE THE FLOOR; 4.) A NALKINS SURFACE 15 NITHIN 36' FROM THE GLAZING MEASURED HORIZONTALLY IN A STRAIGHT LINE, CRC 305.4.3 SAFETY GLASS 15 REQUIRED INDOORS I OUTDOORS AT GLASS IN INALLS, ENCLOSURES OP FENCES CONTAINING OR FACING HOT TUBS, SPA5,)NHIRLPOOL5, SAVNA5,5TEAM ROOM5, BATHTUBS, SHONER5 4 INDOOR OR OUTDOOR FOOL5 INHERE THE BOTTOM EDGE OF THE GLASS 15 NITHIN 60' MEASURED VERTICALLY ABOVE A STANDING OR INALKIN6 SURFACE. CRC, 505.4.5. ADJACENT -TO BOTTOM OF STAIR LANDING: AT THE BOTTOM OF THE STAIRNAY NHERE THE GLAZIN6 15 LESS THAN 5 6' ABOVE THE LANDING 4NITHIN 60' HORIZONTAL ARC LES5 THAN 1 80' FROM THE E30TTOM TREAD NOSING SHALL BE SAFETY GLASS. CRO R505.4.1. GREEN PLANNING 4 DESIGN: DURING CONSTRUCTION, ONE OR MOPE OF THE FOLLONIN6 MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODIN6 OF THE ADJACENT PROPERTY, PREVENT ER05ION 4 RETAIN SOIL RUNOFF ON THE 51TEt 1.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE: UTILIZED TO RETAIN STORM NATER ON SITE. 2.) INHERE STORM NATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLEcTIN6 POINT, GUTTER OR SIMILAR DISPOSAL METHOD, NATER SHALL BE FILTEREI:;' BY USE OF A BARRIER SYSTEM INATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. a.) COMPLIANCE INITH A LANFUL ENACTED STORM NATER MANAGEMENT ORDINANCE. 4.) METHOPS TO MANAGE SURFACE NATER INCLUDE: SNALES, INATER COLLECTION 4 DISPOSAL SYSTEMS, FRENCH DRAINS, nATER RETENTION GARDENS 4 OTHER NATER MEASURES INHICH KEEP SURFACE INATER ANAY FROM BUILDINGS 4 AID IN GROUNDNATEP RECHARGE. HEATING 4 COOLING: HVAC SYSTEMS INSTALLERS: MUST BE TRAINED 4 CERTIFIED IN THE PROPER INSTALLATION OF H\,/^C SYSTEMS. CoBr_ -7 o2. 1. PURINe ROUGH 11,15TALLATION OR STORAGE ON SITE 4 UNTIL FINAL STARTUP OF THE HEATING 4 COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR P15TRIBUTION COMPONENT OPENINGS SHALL BE COVERED NITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS. HEATING: VNELLINC, UNITS 5HALL BE PROVIDED Y41TH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 657 AT A POINT 5' ABOVE THE FLOOR 4 2'FROM EXTERIOR NALLS IN ALL HABITABLE ROOMB. PORTABLE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE NITH THIS SECTION. CRC 503.q. FORCED AIR UNIT: ATTACHMENT: INSTALL PER HVAC, CONNECTION VETAIL. ATTIC rA5SA6ENAY: PROVIDE UNOBSTRUCTED, SOLID FLOOR NOT LESS THAN 241. THE ATTIC FURNACE ACCESS SHALL NOT EXCEED 2O'FROM THE ATTIC ACCESS OPENING IF THE CLEARANCE HEIGHT 15 LESS THAN b'IN HEIGHT. CMC SECTION qO4.11.2. PROVIDE MINIMUM 3O'x3O'X3O' HIGH NORKINO SURFACE IN FRONT OF SERVICE 51DE OF F.A.U. CONDENSATION PRAIN PAN: PROVIDE ANATERTI614T CORROSION-RE51STANT METAL PAN BENEATH THE F.A.U. NITH NOT LESS THAN A 5/4"VIAMETER DRAIN TO AN APPROVED LOCATION. CPC 50-7.4.4 C,MC 512.2. DRAIN PAN: FOR PROFANE FA.U.'S PROVIDE VRAIN PAN AS PER CMC SECTION 503.7.1 TO PROVIDE FOP, REMOVAL OF UN13UP-NED GAS. 6ERVICEP15CONNECT: 4PRO\/IDE22OVELEr-T.VlSr-ONNEr-T4llOvPROTECTEP SERVICE RECEPTACLE NITHIN 25'. CMC 3 1 0. 1. HVAC CONDENSING UNIT: CONCRETE PAP OR APPROVE170 BASE EXTENDING WOR MOPE ABOVE GROUND LEVEL. SERVICE DISCONNECT; PROVIDE 220Y ELECT. DISCONNECT NITHIN 25' N/ 5O'x5O' CLEAR NORK5PACE 4 1 1 OvNF GFC,I PROTEOTED SERVICE RECEPTACLE Y41THIN 25'. C,Er_ 210.63 4 CM0 a 1 0. 1. IRRI&ATIONSY5TEMS: OUTDOOR IRRIGATION CONTROLLERS: C-650 4.504, 1: AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIVEP BY THE BUILVER 4 INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY INITH THE FOLLON11,16: A CONTROLLERS SHALL BE INEATHER- OR SOIL MOISTUPE-BA5EP CONTROLLER5 THAT AUTOMATICALLY ADJUST IRR16ATION IN RESPONSE TO CHANGES IN PLANTS . NEEDS AS INEATHER CONDITIONS CHANGE. B NEATHER-BASEV CONTROLLER5 NITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOP, LOCAL RAINFALL SHALL HAVE A SEPARATE NIRED OR NIREL-ESS RAIN SEN50R NHICH CONNECT5 OR COMMUNICATES Y41TH THE CONTROLLER(S). 501L MOISTURE-BASEP CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. KITCHEN 4 DINING: 151-tNNP SINKS: SPECIAL VENTINS IS REQUIRED. SEE CPO, SECTION qoq. KITCHEN FAUCETS: FLON RESTRICTED TO I .8 OPM 0 60 PSI. TEMPORARY INCREASE TO 2.2 (SFM ALLONED BUT 5HALL DEFAULT TO 115 6FM. COBC 4.503.1.4.4 REFRIGERATOR SPACE: PROVIDE NATER HOOKUP. EXHAUST PU(f,T5: RANGE VENTS SHALL BE EGUIFFED NtTH BACK -DRAFT DAMPERS VENTED TO OUTSIDE OF THE BUILPIN6. CMC 504.1 FLOOR COVERING: SEE NOTE5*, FLOOR COVERING FOR ADDITIONAL INFORMATION. LANDINGS: LANDIN65: THE LANDINS AT AN EXTERIOR DOORNAY SHALL NOT BE MOPE THAN 7.7 5" 13ELOIN THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SNIN& OVER THE LANDING. CRr_ R5 1 1.5.2. PROVIDE 56"MINIMUM LANDING AT ALL EXTERIOR DOORS. SEE NOTES', EGRESS FOR ADDITIONAL INFORMATION. HANPRAIL-6: PROVIVE HANPRAIL5 ON AT LEAST (1) SIDE OF STEPS NITH (4) OR MORE RISERS. CRC R31 11.1-8. SEE NOTES% STAIRS, LANDINGS, 4 6UARD5 FOR ADDITIONAL INFORMATION. GUARDS: GUARDS ARE REQUIRED FOR INALKINO SURFACES LOCATED MORE THAN 50' ABOVE ADJACENT GRADE. CRO R512. 1. 1. SEE 'j,1OTE5',5TAIR5, LANDINGS 4 GUARDS FOR ADDITIONAL INFORMATION. LAUNDRY ROOM: PRYER EXHAUST: 1.) PROVIDE 4'MIN. EXHAUST PUCT To OUT51DE AIR NITH BACK -DRAFT DAMPER. MAXIMUM LENGTH FOP, THE DRYER EXHAUST DUCT 15 14'N/ 2 ELBOINS. GMC, 504.1.2. 2.) DRYER VENT TO TERMINATE 36"MIN. FROM ANY ININDON OPENING. 5.) TERMINATE NOT LESS THAT 5'FROM PROPERTY LINE OR BUILDING OPENINGS. 4.) PROVIDE 100 50 INCHES OF VENT a LAUNDRY ROOM POOR, EXCEPT FOR THE FOLLONINO: 8' TALL LAUNDRY ROOMS OF 21 cl SOFT OR MORE; WTALL LAUNDRY ROOMS OF 1 q 5 SOFT OR MORE; 1 O'TALL LAUNDRY ROOMS OF 1"15 SOFT OR MORE. CONFINED SPACES 4 CLOSETS: PROVIDE 1 00 SO INCHES OF VENT @ LAUNDRY ROOM POOR IN ROOMS LE55 THAN 1'750 C,U FT. (TYPICAL DRYER 15 55,000 BTU/H 4 REQUIRES 1'7 50 CU FT OF COMBUSTION AIR SPACE.) EXHAUST DUCTS: TERMINATE OUTSIDE OF THE BUILDING N1 BACK -DRAFT DAMPERS. FLOOR COVERING: SEE NOTES", FLOOR COVERING FOR ADDITIONAL INFORMATION. NHOLE DUIL-PINO VENTILATION: SEE NOTES', INHOLE BUILDINC, VENTILATION FOR ADDITIONAL INFORMATION. LEGAL REGUIREMENTS: PERMIT -ON 51TE: A COPY OF THE BUILDIN& PEP MIT MUST BE KEPT ON 51TE UNTIL THE NORK 15 COMPLETED AND A FINAL INSPECTION HAS BEEN MAPE. (SEC. 1105.1) I-ONEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION CERTIFICATE 15 PEaUIREP AFTER PLACEMENT OF THE LOINIE5T FLOOR BEFORE PROCEEDING NITH CONSTRUCTION ABOVE. SEE NOTE5', FLOOD ZONE FOP, ADDITIONAL INFORMATION. LIGHT -4 VENTILATION: I_I6HT 4 VENTILATION: ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE (SLAZINS AREA OF NOT LESS THAN 5% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH NINDONS, DOORS. LOUVERS OR OTHER APPROVED OPENIN65 TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED NITH READY ACCESS OR SHALL OTHERNISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTPOOR5 SHALL BE 44 OF THE FLOOR AREA BEING VENTILATED. CRC R505. ADJOINING ROOMS: FOR THE PURPOSE OF VETEPMININO LIGHT AND VENTILATION RQR Y ROOM SHALL BE CONSIDERED AS A PORTION OF AN APJOININCI ROOM INHEN AT LEAST 50% OF THE AREA OF THE COMMON NALL 15 OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LE55 THAN 1 / 1 0 OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 2 5 SQUARE FEET. LOCATION ON LOT: 1.) EXCEPT NHERE ZONING REGULATIONS ARE MORE RESTRI(:�TIVIE, ANY EXTERIOR NALL OF A VNELLIN& MUST BE AT LEAST 1 O'FROM THE PROPERTY LINE UNLESS IT 15 AT LEAST ONE-HOUR FIRE-RESISTANT CONSTRUCTION. 2.) ININVONS 4 OPENINGS: THE AREA OF UNPROTECTED 4 PROTECTED ININDOINS 4 OTHER EXTERIOR NALL OPENINGS 15 NOT LIMITED, PROVIDED THE DISTANCE TO THE PROPERTY LINE 15 GREATER THAN 5'. 5.) NINVONS 11 OPENINGS: NINDONS I OTHER OPENINGS GREATER THAN B'BUT NOT MORE THAN 5'FROM THE PROPERTY LINE ARE LIMITED IN AREA TO 25% OF THE NALL AREA. 4JNINI;�OIN5 4 OPENINGS: NINDON5 4 OTHER OPENINGS ARE NOT PERMITTED NITHIN 3' OR LESS OF THE PROPERTY LINE. 5.) ANY EXTERIOR NALL OF A DETACHED GARAGE OR OTHER GROUP U OCCUPANCIES MUST BE AT LEAST VFROM THE PROPERTY LINE UNLESS IT 15 OF AT LEAST ONE-HOUR FIRE-RESISTANT CONSTRUCTION. NINDOY45 4 OTHER OPENINGS APE NOT PERMITTED NITHIN 5 FEET OR LESS OF THE FPOPERTY LINE. 6.) ONE-HOUR FIRE-RESISTANT CON5TRUCTION INCLUDES THE FOLLON11,16: A. EXTERIOR PLASTER OVER METAL OR NIRE LATH ON THE OUT51DE 4 5/5* TYPE X GYPSUM INALLBOARD ON THE INSIDE. B. THREE -FOURTHS -INCH DROP SIDING OVER 112"6YPSUM SHEATHING ON 2* x 4" Y400D STUDS AT 1 6"c/c ON EXTERIOR SURFACE NITH INTERIOR SURFACE TREATMENT AS SPECIFIED IN ITEM 1. GYPSUM 5HEATHINS NAILED NITH 1 5/4"BY NO. 1 1 GAGE BY'7/1 &"HEAD GALVANIZED NAILS AT Wcic. SIDING NAILED V41TH '7d GALVANIZED SMOOTH BOX NAILS. C. ADDITIONAL ASSEMBLIES FOR FIRE-RE51STANCE-RATEP NALL ASSEMBLIE5 ARE LOCATED IN TABLE 720.1(2). (SEr-.'7 20. 1) 1.) NALLS PERPENVICUEAR. TO THE PROPERTY LINE ARE NOT REGULATED. OPERATION 4 MAINTENANCE MANUAL: 1.) OPERATION 4 MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT P15G, NEB-BA51HP REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFOPCING AGENCY NHICH INCLUDE5 ALL OF THE FOLLONINrl SHALL BE PLACED IN THE BUILDING: A. DIRECTIONS TO THE ONNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN NITH THE BUILDINS THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. B. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOP41NG: 1) EQUIPMENT 4 APPLIANCES, INCLUDING NATER-SAVINC, DEVICES 4 SYSTEMS ' HIVAC SYSTEMS, NATER-HEATINO SYSTEMS 4 OTHER MAJOR APPLIANCES 4 EOUIPMENT. 2) ROOF 4 YARD DRAINAGE, INCLUDING GUTTERS 41 PONNSPOUTS. 5) SPACE CONDITIONING SYSTEMS, INCLUDINC, CONDENSERS I AIR FILTERS. 4) LANDSCAPE IRRIGATION SYSTEMS. 5) NATER REUSE SYSTEMS. 2.) INFORMATION FROM LOCAL UTILITY, NATER 4 NASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDINO RECYCLE 3.) PUBLIC, TRANSPORTATION AND/OR CARFOOL OPTIONS AVAILABLE IN THE AREA. 4.) EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETNEEN 50-60 PERCENT S NHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 5.) INFORMATION AE30UT NATER -CONSERVING LANDSCAPE 4 IRRIGATION DESIGN 4 CONTROLLERS NHIGH CONSERVE NATER. 6.) INSTRUCTIONS FOR MAINTAINING GUTTERS 4 DON1,15FOUTS 4 THE IMPORTANCE OF PIVERTIN6 NATIER AT LEAST VANAY FROM THE FOUNDATION. '7.) INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, ORAPINO AROUND THE BUILDING, ETC. 5.) INFORMATION AE30UT STATE SOLAR ENERGY 4 INCENTIVE PROGRAMS AVAILABLE. q.) A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REGUIRED BY THE ENFORCING AGENCY OR TH15 COME. PLUMBING: HOSE BIBBB: INSTALL NON -REMOVABLE BACKFLON PREVENTION DEVICES. r_FC 605.5.-7� REMOPELS: FOR ALTERATIONS OP IMPROVEMENTS TO SINSLE-FAMILY RE51PENCES, AS A CONDITION FOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL, THE PERMIT APPLICANT 5HALL REPLACE ALL NON-COMPLIANT PLUMBING, FIXTURES Y41TH NATER -CONSERVING PLUMBING FIXTURES. CA SENATE DILL 407. NATERSOFTHERS: PPOVIDE 5/4'PIPE CONNECTION. CPC, b 1 1.4. ROVENT-PROOFINO: ROPIENTPROOFINO: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN BOLE/BOTTOM PLATES AT EXTERIOR INALL5 SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENIN65 NITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. C -65C, 4.406 KOOF-4-CEILINO: 1.) RADIANT BARRIER SHEATHING: NHEN RADIANT BARRIER SHEATHING 15 REQUIRED, THE RADIANT BARRIER 5HALL ALSO BE INSTALLED ON ALL VERTICAL SURFACES AND &ABLE END NAI_LS IN THE ATTIC. SITEADDRESS: 1.) BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDIN6 NUMBERS OR APPROVED BUILDINO IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST NITH THEIR BACKGROUND. 2.) ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4"NITH A MINIMUM STROKE Y41DTH OF 1/2". 5.) NHERE ACCE55 15 BY MEANS OF A PRIVATE ROAD AND THE BUILDIN& ADDRESS CANNOT BE VIENED FROM THE PUBLIC NAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. SMOKE/C.O. ALARMS: SMOKE . ALARMS: 1 J SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLONIN& LOCATIONS: A. IN EACH 5LEEPIN6 ROOM. B. OUT51DE EACH SEPARATE 5LEEPIN& AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 2.) NHEN MOPE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED Y41THIN AN INDIVIDUAL DINELLIN6 UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM V41LL ACTIVATE ALL OF THE ALARM5 IN THE INDIVIDUAL UNIT. 5.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY PONER FROM THE BUILDIN6 NIRIN6 PROVIDED THAT SUCH V41RINO 15 SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EGUIFFED INITH A BATTERY BACKUP. CRC R!314.4. EXCEPTIONS: SMOKE ALARMS, ARE PERMITTED TO BE 50LELY 13ATTEPY OPERATED IN EXISTING BUILDINGS INHERE NO CONSTRUCTION 15 TAKING PLACE. CARBON MONOXIDE ALARMS: 1.) FOP, NEN CONSTRUCTION, AN APPROVED CAR13ON MONOXIDE ALARM SHALL BE INSTALLED IN PINELL-11,16 UNITS AND IN SLEEPING UNITS INITHIN NHICH FUEL -BURNING APPL.IANCES, ARE IN5TALLEP AND IN DNELLIN6 UNITS THAT HAVE ATTACHED GARAGES. 2.) NHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($ 1,000), EXISTING DNELLING5 OR SLEEPING UNITS THAT HAVE ATTACHED &ARA6E5 OR, FUEL-BUPNING APPLIANCES SHALL BE PROVIDED Y41TH A CARE30N MONOXIDE ALARM IN ACCORDANCE NITH 5ECTION R515. 1. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC PINELLIN& UNIT OR SLEEPING UNIT FOR NHICH THE PERMIT NAS OBTAINED. 5.) SINGLE- AND MULTIPLE -STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYINS NITH THE REQUIREMENTS OF UL 2034. CARBON MONOXIDE DETECTORS SHALL BE L15TED AS COMPLYINONITH THE REQUIREMENTS OF UL 20'75. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE NITH TH15 COVE, THE CURRENT EDITION OF NFPA 720 "STANDARD FOR THE INSTALLATION OF CARBON MONOXIDE (CO) DETECTION AND INARNING EQUIPMENT" AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OTHER CARBON MONOXIDE ALARM AND DETECTION DEVICES AS RECOGNIZED IN NFFA '7 20 ARE AL50 4.) CARBON MONOXIDE ALARMS REQUIRED BY 5ECTION5 R3 1 5.1 AND R5 15.2 SHALL BE INSTALLEP IN THE FOLLONINO LOCATIONS: CRC, R515. A. OUTSIDE OF EACH SEPARATE DINELLINC, UNIT SLEEPIN6 AREA IN THE IMMEDIATE VICINITY OF THE 5EVROOM(S). 5. ON EVERY LEVEL OF A DNELLINO UNIT INCLUDIN& BASEMENTS. STAIRS, HANDRAILS 4 GUARDS: STAIR NIDTH: STAIRINAY5 SHALL NOT BE LE55 THAN 56* IN CLEAR NIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HE16HT 4 DELON THE REOUIREP HEADROOM HEIGHT ' HANDRAILS SHALL NOT PROJECT MORE THE 4.5'ON EITHER SIDE OF THE STAIRNAY 4 THE MINIMUM CLEAR NIDTH OF THE 5TAIRNAY AT 4 DELON THE HANDRAIL HEIGHT, INCLUDINO TREADS 4 LANDINGS, SHALL NOT BE LESS THAN 5 1.5* INHERE A HANDRAIL 15 INSTALLED ON 1 SIDE 4 2 *7* INHERE HANPRAIL-5 ARE ON BOTH SIPES. CRC R3 1 J.'7. 1. SPIRAL STAIRNAYS IN ACCORDANCE V41TH R3 1 1.'7.1 0. 1. STAIR HEADROOM: THE MINIMUM HEADROOM IN ALL PARTS OF THE 5TAIRNAY SHALL NOT BE LE55 THAN 50'MEA5URED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING ON THAT PORTION OF THE 5TAIRINAY. CIRC51 1.1.2. EXCEPTION: INHERE THE NOSING OF TREADS AT THE 51PE OF A FLIGHT EXTEND UNDER THE EDGE OF A FLOOR OPENING THROUGH INHICH THE STAIR PASSES, THE FLOOR OPENING 15 ALLONED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM A MAXIMUM OF 4.15". VERTICAL RISE: A FL16HT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-'7* BETNEEN FLOOR LEVELS OR LANDINGS. CROB 1 J.'I.B. NAI_KLINF_: THE NALKLINE ACROSS ININVER TREADS SHAI-L BE CONCENTRIC TO THE DIRECTION OF TRAVEL THROUGH THE TURN AND LOCATED 12* FROM THE SIDE INHERE THE NINVER5 ARE NARRONER. THE 12"PIMEN51ON SHALL 13E MEASURED FROM THE INIDE5T POINT OF THE CLEAR STAIR INIPTH AT THE NALKING SURFACE OF THE ININDER. IF P41NDERS ARE ADJACENT NITHIN THE FLIGHT, THE POINT OF THE NIPF_5T CLEAR STAIR INIDTH OF THE ADJACENT Y41NDERS SHALL BE USED. CRC 51 1.1.4. TREADS 4 RISERS: 5TAIR TREADS AND R15ERS SHALL MEET THE REOUIREMENT5 OF THIS SECTION. FOR THE PURPOSE OF THIS SECTION, ALL DIMENSIONS APE EXCLU51VE OF CARPETS, RUGS OR RUNNERS. CRC_ 3 1 1.1.5. RISER HEIGHT. THE MAXIMUM RISER HEIGHT SHALL BE 'I 5/4* ' THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/b". RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD AT AN ANGLE NOT MORE THAN 50' FROM THE VERTICAL. OPEN RISERS APE PERMITTED PROVIDING THAT THE OPENING BETNEEN TREADS DOES NOT PEP -MIT THE PA55ACIE OF A 4'DIAMETER SPHERE. EXCEPTION: THE OPENING BETNEEN ADJACENT TREADS 15 NOT LIMITED ON STAIRS INITH A TOTAL RISE OF 50"OR LESS. OPEN RISERS ARE ONLY PERMITTED P41THIN 50'OF THE FLOOR. r-Rr- R5 1 i. -I.5. 1. TREAD PEPTH: THE MINIMUM TREAD DEPTH SHALL BE 1 0*. THE TREAD DEPTH 15 MEASURED HORIZONTALLY BETNEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS 4 AT A RIGHT ANGLE TO THE TREADS LEAVING EDGE. THE GREATEST TREAD DEPTH INITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY MORE THAN B/W. CROa 1 1.1.5.2. ININVER TREADS: NINVER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF I 0" MEASURED BETNEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTION Y41TH THE INALKLINE. NINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6'AT ANY POINT INITH THE CLEAR NIDTH OF THE STAIR. THE GREATEST TREAD DEPTH INITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/5'. CONSISTENTLY SHAPED NINVERS AT THE NALKLINE SHALL BE ALLONED NITHIN THE SAME FL16HT OF STAIP5 AS REGULAR TREADS 4 DO NOT HAVE TO BE V41THIN 3/5"OF THE RECTANGULAR TREAD DEPTH. CRC 5 ll. -7.5.2. 1. NOSINOS: THE RAPIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN q/ 1 6". A N051NO NOT LE55 THAN 514"BUT NOT MORE THAN 1.25* SHALL BE PROVIDED ON STAIRNAYS NITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEP THE SMALLEST BY MORE THAN 5/5"15ETNEEN 2 STORIES, INCLUDING, N051NO AT THE LEVEL OF FLOORS AND LANDINGS. EXCEPTION: A NOSING 15 NOT REQUIRED NHERE THE TREAD DEPTH 15 A MINIMUM OF 1 1". CRC, 511.,7.5.3. 1EXTERIOR_.NOOP/PL^5TI0 COMPOSITE STAIR TREADS: SHALL COMPLY NITH CRC 50,73. STAIRNAY LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT THE TOF AND E30TTOM OF EACH STAIRINAY, THE MINIMUM NIPTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE NIDTH OF THE FLIGHT SERVED. LANDINC75 OF SHAPES OTHER THAN 5OUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE INALKLINE 4 THE TOTAL AREA 15 NOT LE55 THAN THAT OF A allARTER CIRCLE INITH A RADIUS EQUAL TO THE REQUIRED LANVINO INIDTH. NHERE THE STAIRNAY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL NOT BE LESS THAN 5 6" EXCEPTION: A FLOOR OR LANDIN& 15 NOT REaUIREP AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDINS STAIRS IN AN ENCLOSED GARAGE, PROVIDED A POOR DOES NOT SINING OVER THE STAIRS. CRC 5 1 J.'7.6. STAIRNAY INALKIN& SURFACE: THE INALKIN6 SURFACE OF TREADS 4 LANDINGS OF STAIRINAYS SHALL BE SLOPED NO STEEPER THAN 1 UNIT IN 45"HORIZONTAL (2% SLOPE). CRr,3 1 1.7.1. HANPRAIL5: HANDPAILSSHALL BE PROVIDED ON AT LEAST 1 SIPE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT P41TH 4 OR MORE RISERS. CRC 51 1.1.5. HANDRAIL HEIGHT: HANr,>P,AIL HEIGHT. MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FIN15H SURFACE OF RAMP SLOPE, SHALL NOT BE LESS THAN 54"4 NOT MORE THAN a W. EXCEPTIONS: I J THE USE OF A VOLUTE, TURNOUT OR STARTING EASING 5HALL BE ALLOINED OVER THE LONEST TREAD. 2.) INHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TPAN51TION BETNEEN FLIGHTS, TRANSITIONS AT NINDER TREADS, THE TRANSITION FOR HANDRAIL TO GUARDRAIL, OR U5ED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENVINGS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHTS. CRC 5 1 1.1.8. 1. CONTINUITY: HANPRAILS FOR 5TAIRNAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POPINT DIRECTLY A50VE THE TOF RISER OF THE FL16HT TO A POINT DIRECTLY ABOVE THE LONER RISER OF THE FLIGHT. HANDRAILS ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEINEL POSTS OR SAFETY TERMINALS. HANPRAILS ADJACENT TO A INALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.5"BETNEEN THE NALL I HANDRAILS. EXCEPTIONS: 1.) HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NENEL P05T AT THE TURN. 2.) THE USE OF A VOLUTE, TURNOUT, STARTING EA51NO OR STARTING NENEL IS ALLONEV OVER THE LONE5T TREAD. CRO 5 1 1.7.5.2. GRIP SIZE: ALL REQUIRED HANDRAILS SHALL BE OF I OF THE FOLLONIN& TYPES OR PROVIDE EQUIVALENT ORASPABILITY: TYPE 1: HANDRAILS NITH A CIRCULAR OR055 SECTION SHALL HAVE AN OUT51DE DIAMETER OF A LEAST 1.25'4 NOT GREATER THAN 2". IF THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMEN51ON OF AT LEAST 4"4 NOT GREATER THAN 6.25"NITH A MAXIMUM CR055 SECTION OF DIMENSION OF 2.25'. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.0 1'. TYPE 2 : HANDRAIL5 V41TH A PERIMETER GREATER THAN 6.25"5HALL HAVE A ORASPABILITY FINGER RECESS ON BOTH SIPES OF THE PROFILE. THE FINGER RECE55 SHALL BEGIN NITH A DISTANCE OF 5/4* MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE 4 ACHIEVE A DEPTH OF AT LEAST S/ 1 6'NITHIN -1/5* DELON THE NIPE5T PORTION OF THE PROFILE. TH15 REOUIREP DEPTH SHALL CONTINUE FOP, AT LEAST 5/5"TO A LEVEL THAT 15 NOT LE55 THAN 11.1 5"BELOIN THE TALLE5T PORTION OF THE PROFILE. THE MINIMUM INIPTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1.25* TO A MAXIMUM OF 2.1 5" EDGES SHALL HAVE A MINIMUM RADIUS OF 0.0 1" * r-Rr- 5 1 1.,7.5.5. EXTERIOR INOOVAILA5TIC COMP051TE HANDRAILS: CRC 31 1.7.5.4. SHALL COMPLY NITH CRO 50'7.5. 11-LUMINATION: ALL STAIRS SHALL BE PROVIVEV NITH ILLUMINATION IN ACCORDANCE NITH CPO 503.6. SPECIAL STAIRNAYS: SPIRAL 5TAIRNAYS 4 BULKHEAD ENCLOSURE 5HALL COMPLY NITH ALL REQUIREMENTS OF CRC, 31 1.1 EXCEPT A SPECIFIED BELON. SPIRAL 5TAIRNAY5: SPIRAL STAIRINAYS ARE PERMITTED, PROVIDED THE MINIMUM CLEAR NIPTH AT 4 BELOIoN THE HANDRAIL5 5HALL BE 26'NITH EACH TREAD HAVING A 7.5'MINIMUM TREAD DEPTH AT 12'FROM THE NARRONER EDGE. ALL TREADS SHALL BE IDENTICAL, AND THE RISE SHALL BE NO MOPE THAN q.5". A MINIMUM HEADROOM OF 6--b- SHALL BE PROVIDED. CRC 5 1 1.1. I 0. 1. GUARDS -_NHERE REQUIRED: GUARDS SHALL BE LOCATED ALONG OPEN SIDEP NALKIN& SURFACES, INCL=11146 STAIRS, RAMPS 4 LANDINGS, THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRAVE DELON AT ANY POINT NITHIN 3 6" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENINO SHALL NOT BE CONSIDERED A GUARD. CRC 3 12. 1. 1. GUARPS - HEIGHT: REQUIRED OUARI�15 SHALL BE NOT LESS THAN 42'Hlr,H MEASURED VERTICALLY ABOVE THE ADJACENT NALKING SURFACE, ADJACENT FIXED 5EATIN& OR THE LINE CONNECTING THE LEADING EDOE5 OF THE TREADS. EXCEPTIONS; 1.) GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT LF -55 THAN 34"MEASUPIED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGE OF THE TREADS. 2.) NHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN BIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 3 4'4 NOT MORE THAN 5 5"MEASUPIEV VERTICALLY FROM A LINE CONNECTING THE LEADIN& EDGES OF THE TREADS, CRO 51:2.1.2. GUARDS -.OPENINS LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE NALKIN6 SURFACE TO THE REGUIREP OUARP HEIr,HTNHIr_H ALLOINS PASSAGE OF A 40 SPHERE. EXCEPTIONS: 1.) THE TRAIN6ULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD 4 BOTTOM RAIL OF A GUARD, SHALL NOT ALLOIN PASSAGE A WSPHERE. 2.) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS INHICH ALLOri PA55AGE OF A 4 5/8"SPHERE. ORC 5 1 2.1.5. �.ij MAX RAMIREZ - GOLDEN SUN DESIGN - ENEROYCAL05 1* , le22laq5AMSOMAI/ENUE,r-ORNING,C,ALIFORNIAcl6O21 --;0 PHONE: ('530)521-7242CELL � f V- EMAIL ADDRE55: MaxoCad!Mamazom UTILITIES: ELECT. SERVICE: (CONFIRM LOCATION) 1.) PROVIDE 200 AMP SERVICE, LOCATED AT LEAST 3 6* FROM THE NEAREST DOOR OR NINVON. 2.) CANNOT BE LOCATED ADJACENT TO A BEDROOM OR CLOSET. 5.) NO FOUNDATION OR ATTIC VENT NITHIN 1 &VERTICALLY AND 5'HORIZONTALLY. 4.) CENTER OF METER READOUT TO BE AT A HEIGHT OF 45"MINIMUM TO -15'MAXIMUM. GAB SERVICE: (CONFIRM LOCATION) 1.) PROVIDE AT LEAST 56" FROM OAS RISER TO ELECT. SERVICE. ;2J NO NINDON OR VENT NITHIN 5 6* HOP IZONTALLY 4 1 O'VERTIC ALLY. NALLS: STONE VENEER OVER NOOP 5TUPS a -1 6" c/c: 1. ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING NI ASTM D 226 FOR TYFE 1 FELT, TO PROVIDE CONTINUOUS NATER -RESISTIVE BAPRIER. 2. ATTACH 2*x2" 0.0625 INCH ZINC -COATED OR NON-METALLIC COATED INIRE MESH A.) ATTACHED N/ 2'r,ORRO51ON-RESISTANT STEEL P41RE FURRINO NAILS AT 4* 6/c PROVIVINO A MIN. OF 1. 1 2 5' PENETRATION INTO EACH STUD 4 N/ 5d ANNULAR THREADED NAILS AT b"cle, INTO TOP I BOTTOM PLATES OR N/ EO. Y41RE TIES. 5.) THERE SHALL BE NOT LESS THAN 0. 1 055* ZINC -COATED OR NONMETALLIC COATED NIRE, OR APPROVED EQUAL, ATTACHED TO THE STUD N/ A MIN. OF AN 5d ANNULAR THREADED NAIL FOR EVERY 2 5OUARE FEET OF STONE VENEER. TH15 TIE SHALL BE A LOOP HAVING LEGS NOT LESS THAN 15'IN LENGTH, SO BENT THAT ITNILL LIE IN THE STONE VENEER MORTAR JOINT. C.) THE LAST 2"OF EAr_HNIRE LE& SHALL HAVE A R161 -7 -ANGLE BENr,>. S. 'I'MIN. THICKNESS OF CEMENT GROUT SHALL BE PLACED BETNEEN THE BACKING 4 THE STONE VENEER. STONE VENEER OVER STEEL STUDS a 1 &"c./c: 1. STEEL STUDS SHALL BE COLD -FORMED STEEL HAVING A MIN. BARE STEEL THICKNESS OF 0.0425*. 2. ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYINS N/ ASTIM D 226 FOP, TYPE 1 FELT, TO PROVIDE CONTINUOUS NATER-RE515TIVE BARRIER. 5. ATTACH 2*x2* 0.0625 INCH ZINC -COATED OR NON-METALLIC, COATED NIRE MESH A.) ATTACHED N/ CORROSION -RESISTANT #5 SELF-PRILLING, TAPPING SCREY45 AT 4" c.1r, 4 AT 5"cic INTO TOP 4 BOTTOM TRACKS ORN/ EQUIVALENT NIRE TIES. B.) ALL SCREN5 SHALL EXTEND THROUGH THE STEEL STUDS A MIN. OF 5 EXPOSED THREADS. C.) THERE SHALL BE NOT LESS THAN O. 1 05 5* CORRO51ON-RESISTANT INIRE, OR APPROVED EQUAL, ATTACHED TO THE STUD N1 A MIN. OF A #b SELF-DRILLIN6, TAPPING SCREN EXTENVIN& THROUGH THE STEEL STUD A MIN. OF 9 EXPOSED THREADS FOP, EVERY 2 SQUARE FEET OF STONE VENEER. TH15 TIESHALL BE A LOOP HAVING LE65 NOT LE55 THAN 15"IN LENGTH, 50 BENT THAT IT NILL LIE IN THE STONE VENEER MORTAR JOINT. V.) THE LAST 2"OF EACH NIRE LE& SHALL HAVE A RIGHT-AN(5LE BENP. 4. 1'MIN. THICKNESS OF CEMENT GROUT SHALL BE PLACED BETNEEN THE BACKING 4 THE STONE VENEER. STUCCO BIPINO: NHEN THREE COAT STUCCO 15 APPLIED OVER PLYY400D SHEATHING, 2 LAYERS OF GRADE 0 PAPER NHEN APPLIED OVER THE SHEATHING. CIRC -103.6. STUCCO NEEP SCREFpS: INSTALL INEEP SCREWS 2'A5OVE PAVED AREAS 4 4* ABOVE SOIL. kNATER HEATERS: NATER HEATERS: PROVIDE THE FOLLONINO: I J UNOBSTRUCTED 120Y RECEPTACLE NITHIN 5' ' 2.) CATEGORY III or IV VENT. OR TYPE 5 VENT N/ STRAIGHT PIPE BETNEEN OUT51DE TERMINATION 4 NHERE NATER HEATER 15 INSTALLED. 5.) INATER HEATERS CAPABLE OF IGNITING FLAMMABLE VAPORS LOCATED IN A GARAGE MUST BE I WABOVE THE FLOOR. CMC 505. CPC 501.15. 4.) CONDENSATE DRAIN NO MORE THAN 2"H16HER THAN THE BASE OF THE NATER HEATER THAT ALLOINS NATURAL DRAINAGE NITHOUT PUMP ASSISTANCE. 5.) GAS SUPPLY LINE IN/ A CAPACITY OF AT LEAST 200,000 13TU/HR. b.) PROVIDE SEISMIC BRACIN& FOR NIH AT LOCATIONS EQUAL TO THE TOP $ BOTTOM 1 /5 OF ITS VERTICAL DIMENSION. STRAP SHALL BE A MIN. OF 4'ABOVE CONTROLS. CPC 501.2. -1.) A PRESSURE I TEMPERATURE RELIEF VALVE TO OUTSIPE N/ UNTHREADEr,> PIPE FACING DONN114ARD BETINEEN 6"TO 24"ABOVE GROUND POINTING PONNINARM. CPO 605.5. b.) HOT NATER SUPPLY PIPING 3/4"4 GREATER SHALL BE INSULATED. CEC 150.0 (J) 2 III q.) HOT INIATER PIPING SUPPLYING THE KITCHEN SHALL BE INSULATED. CEC 150.0 (J) 2 VI I 0.) INHEN REaUIREP BY LOCAL BUILDING OFFICIALS! PROVIDE INATER HEATER PROTECTION INITH (2) 4b'x 4"STEEL PIPE (ANSI SCHEDULE 40) IMBEDDED 12"INTO CONCRETE 12"DIA. x I b" DEEP CONCRETE - FILL PIPE N/ CONCRETE- CPC 5017.15.1. 1 1,) INATER HEATERS IN CONFINED SPACES: PROVIDE 50 SQUARE INCHE5 OF SCREENED VENT 12'FROM TOP 4 NITHIN 12"OF BOTTOM. C,M0'jO 1.6 ATTIOMOUNTF:P-T^NKLF-!55Y4ATF-P, -HEATERS: CEC 150.0(N) 1.) rRovivE 24"50LIP PA55AOEINAY FROM ATTIC ACCES5 TO 30"X50"NORKIN& PLATFORM. 2.) PROVIDE 120v RECEPTACLE NITHIN V4 LIGHT NEAR THE UNIT N1 A 5NITCH AT ENTRANCE TO PASSA6ENAY. CPO 508.4. 5.) CATEGORY III or IV VENT, OR TYPE B VENT N1 STRAIGHT PIPE BETNEEN OUTSIDE TERMINATION 4 INHERE INATER HEATER 15 INSTALLED. 4.) A CONVEN5ATE DRAIN THAT 15 NO MORE THAN 2"H16HER THAN THE BABE OF THE INSTALLED NATER HEATER, AND ALLONS NATURAL DRAINING INITHOUT PUMP ASSISTANCE 5.) A GAS SUPPLY LINE INITH A CAPACITY OF AT LEAST 200,000 E3TU/HR. 6.) A 1.5' DEEP NATER HEATER PAN IN/ DRAIN To OUTSIDE. NHOLE BUILDINOVENTILATION: NHOLE 13UILPIN6 VENTtATiON: A BATHROOMS OR LAUNDRY EXHAUST FAN, AS THE GUALIFYIN& NHOLE-BU LDING VENTILATION FAN, SHALL COMPLY NITH THE FOLLONINO: 1.) A MINIMUM GFM RATING OF '7 5 CFM. 2.) BE = RATED A MAXIMUM OF 1.0 BONE. 5.) THE CONTROL 5NITCH MUST BE LABELED AS THE NHOLE-BUILPINO VENTILATION 4 FAN SHOULD OPERATE NHENEVER THE HOME 15 OCCUPIED. kNHOLE HOUSE -_ F - AN: THE NHOLE HOUSE FAN SHALL HAVE INSULATED LOUVERS OP. A COVER INHICH CLOSE5 NHEN THE FAN 15 OFF. COVERS OR LOUVERS, SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2. Y41LD-LAND URBANINTERFACE ON.U.U: PINELLIN65 LOCATED NITHIN A STATE RESPON51BILITY AREA SHALL COMPLY V41TH THE FOLLONIN6: PECKING SURFACES: THE NALKINO SURFACES OF DECKS, PORCHES, BALCONIES 41 STAIRS IS Y41THIN I O'OF THE BUILDING, SHALL BE CONSTRUCTED OF ONE OF THE FOLLONINO MATERIALS: CRC, 5 2 -I.q 1 J IONITION-RE51STANT MATERIAL THAT COMPLIES Y41TH SFM STANDARD 12-'7A-4 4 12--YA-5. 2.) EXTERIOR FIRE RETARDANT TREATED NOOD. 5.) NONCOMBUSTIBLE MATERIAL. 4.) ANY MATERIAL THAT 6OMPLIE5 Y41TH SFM STANPARD 12--IA-4A NHEN ATTACHED EXTERIOR NALL COVERING 15 AL50 EITHER NONCOMBUSTIBLE OR IGNITION- RE51STANT MATERIAL EAVES 4 SOFFITS: MUST BE NON-r-OMBU5TIBI-E OR IGNITION RESISTANT. OPEN ROOF EAVES ALLO^Ep N/ FIRE RESISTANT PLYINOOP OR 0513. ORC R321.1.5. EAVE VENTS: TO BE APPROVED EAVE VENTS THAT RESIST THE INTRUSION OF FLAME 4 BURNING EMBERS. GRC R52'76.5. EXCEPTION # 1. VULCAN VENTS OR TESTED EQUIVALENT. EXTERIOR DOORS: MUST BE FIRE RES15TANT. DOOR EXT. SURFAC,E MUST BE NONCOMBUSTIBLE OR 16NITION RESISTANT MATERIAL OR BE 50LID CORE Y400D 1 5/8'THICK OR HAVE A FIRE-RE515TIVE RATING OF NOT LE55 THAN 20 MINUTES. CRC, R521.5. EXTERIOR (51-AZINO/NINDOY45: EXTERIOR GLAZING MUST BE DUAL PANE I HAVE AT LEAST (1) PANE OF TEMPERED GLASS. CRC R 3 2 -1.5 EXTERIOR NALI-5: INALL COVERINGS TO BE NON-COMBU5TIBLE OR IGNITION RESISTANT. C,Rc- R521.7. FOUNDATION 4 GABLE ATTIC VENTS: SHALL BE COVERED N/ METAL NIRE MESH OP NONCOMBUSTIBLE MATERIALS Y41 MIN, OF I/ 1 6" 4 5HALL NOT EXCEED I /8"OPENINGs. r -RC R5:2 -76.2. FORC,H CEILIN65; MUST BE IGNITION-RE51STANT OP, NON-COMBUSTIBLE. CRC P,52'7.7.6� ROOF 6UTTERB: SHALL 13E PROVIPED N1 MEANS TO PREVENT THE ACCUMULATION OF LEAVES 4 DEBRIS IN GUTTERS. CRC R3 2 -1.5.4. VENTS AT GABLES 4 FOUNDATION: SHALL BE COVERED NITH METAL NIRE MESH OP, NON-COMBU5TIBLE MATERIALS INITH A MINIMUM OF I/ 1 6'AND SHALL NOT EXCEED 1/4* OPENIN65. CRC R 3 27.6.2 D SAFETY GLAZING: HAZARDOUS LOCATIONS REQUIRING SAFETY OLAZIN(5 INCLUVE THE FOLLONINO: (5LAZINC7 IN DOORS: IN ALL FIXED 4 OPERABLE PANELS OF SININGIN6, SLIDING 4 BI-FOLP DOORS. EXCEPTIONS: 1) OPENING IN NHICH A 5"VIAMETER SPHERE 15 UNABLE TO PASS. 2) IN DECORATIVE GLAZING. CRC, R505.4. 1. GLAZING AIDJACENT-POOR5: CRC R308.4.2 OILAZINC, NITHIN A 24'ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED P051TION 4 NHERE THE BOTTOM EXPOSED EDGE OF THE 6LAZINO 15 LE55 THAN 60"ABOVE THE FLOOR OR NALKIN6 SURFACE. EXCEPTIONS: 1) DECORATIVE GLAZING. 2) INHERE THERE 15 AN INTERVENING NALL OP, PERMANENT 13ARRIER BETNEEN THE DOOR 4 GLAZING. 5) 6LAZINO IN INALLS ON THE LATCH 51DE OF 8 PERPENDICUL-AR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4) INHERE ACCESS THROUGH THE POOP, 15 TO A CLOSET OR STORAGE AREA VOR LE55 IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY NITH CRr_ R508.4.3. 5) GLAZING THAT 19 ADJACENT TO THE FIXED PANEL OF PATIO POOPS. GLAZING IN NINPON5: CRO R508.4.5. GLAZINO IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT-MEET5 ALL OF_THE FOLLOY41NO CONDITIONS SHALL BE CONSIDERED HAZARDOUS LOCATIONS: II)THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN It SOFT. 2) THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 1 b"ABOVE THE FLOOR. 5.) THE TOP EDGE OF THE GLAZING 15 MORE THAN!36'ABOVE THE FLOOR: AND 4) ONE OR MOPE NALKIN& SURFACES ARE NITHN 5&'MEASUREP HORIZONTALLY 4 IN A STRA16HT LINE OF THE GLAZING. EXCEPTIONS: 1) DECORATIVE GLAZING. 2) NHEN A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLESIDE(S) OF THE GLAZING 34"TO 55"ABOVE THE NALKIN6 SURFACE. THE RAIL SHALL BE CAPABL-E OF INITHSTANDIN& A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT V41THOUT CONTACTING THE GLASS 4 BE A MINIMUM OF I 1/2'IN CROSS SECTIONAL HEIGHT. GLAZING IN GUARP5 4 RAILS: CRC R305.4.4. OLAZINS IN GUARDS I RAILS SHALL BE CONSIDERED HAZARDOUS. GLAZING, 4 NET SURFACES: ORC R308.4.5. GLAZING IN NALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPA5, YiHIRLPOOL5,5AUNA5,5TEAM ROOMS, BATHTUBS, SHONERS 4 INDOOR OP, OUTPOOR 5NIMMIN& FOOL -5 NHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60"ABOVE A STANDING OR NALKING, SURFACE SHALL BE CONSIDERED HAZARDOUS. THIS SHALL APPLY TO 5INGLE GLAZING 4 ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60"MEA5UREP HORIZONTALLY 4 IN A STRAIGHT LINE FROM THE NATER'5 EDGE OF A BATHTUB, HOT TUB, SPA, NHIRLPOOL OR 5NIMMING FOOL 6L_AZIN6 ADJACENT STAIRS 4 RAMPS: C,Rr_ R508.4.6. OLAZIN& NHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 56'ABOVE THE PLANE OF THE ADJACENT NALKIN& SURFACE OF STAIRINAY5, LANPIN65 BETNEEN FLIGHTS OF STAIRS 4 RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: 1) NHEN A RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(5) OF THE GLAZING 54* TO 55"A50VE THE NALKIN6 SURFACE. THE RAIL SHALL BE CAPABLE OF INITHSTANDIN6 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOTNITHOUT CONTACTING THE GLASS I BE A MINIMUM OF I 1/2"IN CRO55 SECTIONAL HEIGHT. 2) 6LAZINr, 3 6'OR MORE MEASURED HORIZONTALLY FROM THE NALKINC, SURFACE. GLAZING ADJACENT -TO THE BOTTOM Or STAIR LANPINS: GLAZING ADJACENT TO THE LANDIN6 AT THE BOTTOM OF A STAIRNAY INHERE THE GLAZING, 15 LESS THAN'36' ABOVE THE LANDING 4NITHIN ( 50" HORIZONTALLY OF THE BOTTOM TREAD SHALL 13E CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: THE OLAZINS 15 PROTECTED BY A GUARD COMPLYING NITH CRC R5 12 4 THE PLANE OF THE GLASS 15 MORE THAN 1 5' FROM THE GUARD. GLAZING MORE THAN 12" ABOVE FINISHED GRAVE: NINDONS HAVING OPENINGS LOCATED V41THIN 24* OF THE FIN15HEP FLOOR TO BE PROVIDED NITH ININPOIN FALL PREVENTION DEVICES OP, OPENING CONTROL DEVICES THAT COMPLYNITH ASTIM F 2OqO. CRC R312.2.1 ALL HABITABLE ROOM5: SHALL HAVE AN AGGREGATE GLAZINO AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH NINVONS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTPOOR AIR. SUCH OPENINGS SHALL BE PROVIDED NITH READY ACCESS OR SHALL OTHERNISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTPOOR5 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. CRC R503. 1. LAST UP-PATED. I/ 1 2/2017 06 ' SUMMIT STRUCTURAL DESIGN - STRUCTURAL e 38 3 RIC LINVO AVENUE #200, CHICO, CA -1 51426 (530) 5cl2-4407 Y40RK EMAIL ADDRESS: Ryland@Summitr-hlro.com PERMIT#_ BUTTE COUNTY DEVELOPMENT SERVICES - REVIEWED FOR CODE COMPLIANCE DATE__jY'F-/ P By__7A9 REVIEWED FOR CODE COMPLIANCE APR I 1 2017 TRB AND ASSOCIATES r-:\Users\Lynn\Dor-urnents\Chlef Xcl Plans\Tom Hall - Marilyn Cannon\r-annon Residence.layout ONNER: MARILYN CANNON (550) 8`15-0316X HOME (550)5 -70 -0354r -ELL EMAIL ADDRE55: Mr-GardendesIgnoOMall.com AKGH P (2 4" x 5 ro") NHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A0AINST HUMAN ERROK BUILDING CONTRACTOR / HOME OINNER TO REVIEIN AND VERIFY ALL DIMENSIONS, SPECS. AND CONNECTIONS BEFOPE CONSTRUCTION BEGINS. DRA"ING By: wLmffH (,') (5 3 0) a q 1 _c!5 a 5 'q ,,, _"m""'E ,,, 1 q YCAMORE VALLEY ROAD CHIC,0. CALMORNIA q 5 q *7 E LYNNSmiTH520ATT.NFT ENERGY CALCS BY: -,44� 1 4j - ' se GOLDEN SUN ' ..ON 111110- PES16N5 10,04., MAX �* T A., RAMIREZ W_ ':�% ;�P�m' _"� .W�. �S'd5.%.4::21 ,"I 6 - 7_?�; �_101 �k 2a��'e"'l 11 111.11, 11115A �' t'�,kt"",,�.",�;�,,>�,,,�"",6"��,,,�i , , , i " � 11��'111'W" , ft��111 THESE FLAN5 HAVE BEEN REVIE)NED ONLY FOR COMPLIANCE NITH ATTACHED STRUCTURAL CALCULATIONS. THE ENOINEER'S STAMP ON THIS PLAN 15 VALID ONLY NITH A LETTER SIGNED BY THIS ENGINEER FOR EACH * 0 36- cj < m - 't z q_ 13 v ul 0 I IL k) :i 13 7 - < M "jo luz I D 0 z K , d) Z 0 I, IV- () JU j V_ 9 -1 v Lu Lu I 3: m ' () D I < m () f� o Z of v -1 ILI a I z ") K Ily- lu 0 < In �- rL JU -1 -1 10 ul v ul a: 0 V_ t - 3: "O 0) It Lu V_ m 1j) < 10 v-- < 1j) tu �_ 0 7- Z ,J) .. tu ju �b tu f_ Z ft 0 i-) \b z 'j) :3 -1 _. tu _j < =� I— 1) ") K () z z LIVABLE: :205q SqFt TOTAL OARAGE: 0 SqFt TOTAL PATIO: .200 SqFt TOTAL DATE: 1 3/'7/201 1 1 50ALE: SHONN 0 . SHEET a 0 COPYRIGHT 20 1'7 -1 ,j __ "I � LYNN SMITH - DRAFTIN6 I q 'I SYCAMORE VALLEY ROAD. .1 CHICO, CA cl 5 cl'7 3 , .._ .. (S3o) bq I -o5&5 rioRK .'(�� "_'_��H - 1-1- ... 1. (530) 514-0555 CELL L.1115.1 -62 -TT -7 EMALAVVRE55: l_ynnSm1th52GATT.net I.T:Mem-52oATT.NCY EMAIL ADDRE55! Lynn5mith32oATT.net 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETCETERA. GENERAL STRUCTURAL NOTES 3. CONCRETE / REINFORCING CONTINUED 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR MORE, (80) BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER KIPS THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR ADDITIONAL L ANGLE CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: LLV ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT ARCH 1. ROOF SHEATHING: SEE PLANS LONG PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. BLDG 2. FLOOR SHEATHING: SEE PLANS LSL LONG SLOTTED HOLE BLKG 3. WALL SHEATHING: SEE PLANS F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE BM BEAM MAX 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. MB MACHINE BOLTS BTF 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 BTWN GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP MFR ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN CB IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION MIN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY CCJ CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME MISC. THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CIP INSPECTION IN ACCORDANCE WITH CBC 1704.2. MTL CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. CJ CONSTRUCTION JOINT (N) NEW 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 CMU FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. NSA METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT COL COLUMN NTS 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 OC FINISHES. CONN ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH OD OUTSIDE DIAMETER CONSTR ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS OH OPPOSITE HAND CONT WHERE REQUIRED. 2. SITE WORK / FOUNDATIONS CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE 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 CTR W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. PERP PROVIDED). CTSK COUNTERSINK PL PLATE DBL 1. STUDS SHALL BE STUD GRADE OR BETTER. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER DF 2. ALL POSTS SHALL BE DF -L #1 U.N.O. PLCS HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED DF -L 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. PP MUST BE BROUGHTTO THE ATTENTION OF THE ENGINEER. DIA 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. PT PRESSURE TREATED DJ 5. CONCEALED BEAMS SHALL BE DF -L #2. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. EA 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). P/T ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO EF 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. REINF THE CONSTRUCTION OF THE FOUNDATIONS. EL ELEVATION (DATUM) REQ'D REQUIRED 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, EN OF FOUNDATION, NAILS SHALL BE GALVANIZED. SEOR AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW EQ EQUAL 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 SHTG SHEATHING (E) PROVIDED NEW AND WITHOUT EXCESSIVE RUST. E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. EXP EXPANSION SOG SLAB -ON -GRADE 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 EW EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED STIFF FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. FF WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON STL STEEL FIN HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. FJ HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL SS STAINLESS STEEL FLR 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. FNDN 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 1.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE T&B TO DRAIN TO DAYLIGHT. FOS INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 TO(P) TOP OF (PLYWOOD) FS 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 FTG STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE TOF APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS GA LEDGERS ARE USED (SUCH AS DECK LEDGERS). TOS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO GALV GALVANIZED TOW SECTION 1808 OF THE 2016 CBC. 6-2 GENERAL FRAMING: TN TOE NAIL A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. 3. CONCRETE / REINFORCING HDR HEADER UNO UNLESS NOTED OTHERWISE 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. HORIZ 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 WWF TYPE III LOW ALKALI. INT CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED W/ WITH JST 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 JT FRAMING FROM THE EFFECTS OF SHRINKAGE. ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED 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 7-0" 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 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TOTAL LOAD 38 PSF UPLIFT LOAD AS REQUIRED BY THE 2016 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, 11, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.634, S1= 0.267 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.547, SD1= 0.332, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 6.4 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 FLOOR 40 PSF E) DEAD LOADS: ROOF 18 PSF (INCLUDES 3 PSF SOLAR) FLOOR 15 PSF ABBREVIATIONS AB ANCHOR BOLT K KIPS ADD'L 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 CAST -IN-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 JST JOIST W/O WITHOUT JT JOINT PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR (/ CODE COMPLIANCE DATE ! BY i7! REVIEWED FOR CODE COMPLIANCE APR 1 1 2017 TR13 AND ASSOCIATES QR�FESSl�N9 �No. 75688' * E . 6/ 0/18 J� CIVIL q�FOF CALF 0� 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 W � z 0 0 U.J _~..I zU Z LU J w= 0< 7) Q Uj Q Cif O z Of 0 z�: z U DLU V J � REVISIONS: DATE: 3/07/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-136 SHEET: SN FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING- LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") 40% 40% 3 - 3" X 0.131" NAILS TOE NAIL 3 1/2- 3 - 3" 14 GA. STAPLES 1 3/8" 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 6" 5 1/2- 2 - 3" X 0.131" NAILS TOE NAIL EACH END 2 3/16" 2 - 3" 14 GA. STAPLES (2) 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2' X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. PENETRATIONS, AND 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. EDGES, TYP. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" I I 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162') ®2 9 AB0 O.C. .. 3 - 3' X 0.131" NAILS END NAIL RBC AT 1 -22O.C. 3 - 3" 14 GA. STAPLES - 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 8d ® 4" O.C. 8d 0 12" O.C. 4 - 3" X 0.131" NAILS AT 8' O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. 'TUD I 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3-3"X0.131"NAILS I ({ --USEI 3X STUD AT 3 - 3' 14 GA. STAPLES 8d ®12 O.C. 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. ABUTTING PANEL ll I° PER 3" X 0.131" NAIL AT 8" O.C. FACE NAIL II _ SCHED. 3" 14 GA. STAPLE AT 8" O.C. I SCHED. I 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. { { WALL S�C7H-EDULE--- 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 640 3" 14 GA. STAPLE AT 12" O.C. =jr DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") II 12 - 3" X 0.131' NAILS LAP SPLICE 12 - 3" 14 GA. STAPLES II II II II ---I 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") II Iii I 3 - 3" X 0.131" NAILS TOE NAIL SILL PLATE AND A.B. COUPLER NUT 3 - 3" 14 GA. STAPLES SIZE/SPACING PER SCHED. AS REQUIRED 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 12" 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162') 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131') TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3' 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2' X 0.131") 2-3"X0.131"NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16' O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32' O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192') FACE NAIL AT ENDS AND 3 - 3" X 0.131' NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131' NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"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.b 1/2" AND LESS 60 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" tOd° OR 8 d° TO FRAMING) 3/4" AND LESS 6d' 7/8" TO 1" 8d' 1 1/8- TO 1 1/4- 10& OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" 8d 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113") No.16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d` a. common or box naps are permrttea to De usea except wnere otnerwise 5tatea. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2' x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2' x .099"; 8d - 2 1/2' x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. I. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 Inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). 1 Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at Intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. WALL CONTINUES WHERE ---- -OCCURS PER PLAN (5) 16d +++ + + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATES TI26 STRAP, U.N.O., PER DETAIL BELOW --\. CENTERED ON DISCONTINUITY 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, TYP16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES -`-STUD DIRECTLYDBL 2X UNDER SPLICE, TYP. II TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS --I TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL 9 NO SCALE SD 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE O - �`-5 1/2- MAX A N A N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH PER 9/SD1 I I 11/2" { M AX, TYP. II WALL FRAMING PER PLAN, TYP 1 --PIPE AS OCCURS NOTE: 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 DETAIL NO SCALE C8" 1 NOTCHING AND BORING PERMITTED IN THIS REGION Ls/3 Ls i 3 8"� STRUCTURAL WALL STUD SOLE PLATE NAIL SPACING PER SHEAR WALL SCHEDULE, OTHERWISE 16d AT 8" SOLE PLATE NAIL O.C., TYP PER SHEAR WALL SCHEDULE, TYP 1/2" MIN _ _ _ _ - _ _ - 1/2" MIN - - -- ------ --- - -� - - -. - RIM BELOW F T / 7 PER PLAN I I NON-STRUCTURAL WALL STUD STUD WIDTH NOTES: NOTCHING BORING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/2- 7/8" 1 3/8" 1 3/8" 2 1/16- /16"6" 6" 5 1/2- 1 3/8" 2 3/16" 2 3/16" 3 1/4 - /4" NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN °25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. TYPICAL FASTENING SCHEDULE 10 TYPICAL WALL FRAMING PENETRATIONS NO SCALESDI NO SCALE S D 1 o - 41 0 PLY AND NAILING FRAMING PER PLAN WHERE PER PLAN OCCURS TYPICAL RIM/BLOCK NAILING DETAIL NO SCALE TOP PLATE PER 9/SD1� BOTTOM PLATE PER PLAN 6 SDI M A.B. PER 3/SD1 OR SILL PLATE NAILING PER 6/SD1 C I STUD WALL ELEVATION KEY . SPACING 8) TRIMMERS PER SCHEDULE O KING STUDS PER SCHEDULE A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH O OU.N.0 11 NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ■ OPENING -mile �TYP1� 11 STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. lions POST PER PLAN WHERE OCCURS (1) UP M A.B. PER 3/SD1 OR SILL PLATE NAILING PER 6/SD1 C I STUD WALL ELEVATION KEY (A) HEADER PER PLAN 8) TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE © A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH (F) NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED TO STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS LU -011 "%P AT RAISED `MID -PO FLOORII WHERE BLOCK OCCURS POSTS AN MULTIPLE STUDS TO FNDNJI D A 2X WALL OPENING SCHEDULE (U.N.O. ON PLAN) (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 4'-0" (1) DBL 2X (1) UP TO 6'-0" (2) HDU4 (1) UP TO 10'-0" (2) 6" (2) -AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER 11TEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND 2 STORYPT DF -L (SEE SHEAR WALL SCHED.) %SILL II 7" MIN ` PLATE WASHER U `` 3 X 3 X .229" , TYP MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2- OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE �Dl PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE L DATE. l /7 /?_.__ __ ___- .._ gY HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON" HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16= SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" 1 SSTB20 SSTB24 10 SCREWS 6" TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 o. _VI�VItizU SD1 NO SCALE.... _ SDI NO SCALE FOh CODE COMPLIANCE CORNER WHERE OCCURS (5) 16d NAILS AT APR 1 1 2017 TOP PLATE PER 9/SD1LAPPED CORNERS, TYP PROVIDE PANELS A MFR., 1/8 BLOCK AT ALL 16" MAX SPACING - SOLE PLATE FASTENING SHEAR WAL STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR GENERAL NOTES: SOLE PLATE PANEL EDGE GAP BETWEEN I ( I.I I.I -F.N. PER SHEAR WALL AND 1/2" DIAMETER S REQ'D. BY I I I I I f 1 WALL SCHED. A35 AND RBC LOAD 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. II II II I•I I° NOTE: SEE 7/SD1 FOR AND SPACING 2•) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. l.I { E.N. PER SHEAR 2X MUDSILL TYPICAL STUD 8d ® 6" O.C. 8d 0 12" O.C. �TWALL SCH ED. 260 PENETRATIONS, AND SEE 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. RBC AT 1 -8 O.C. EDGES, TYP. 8/SD1 FOR TYPICAL TOP 12d 0 5" O.C.0 4" O.C.0 12" O.C. I I PLATE NOTCHES. 4*2X ®2 9 AB0 O.C. TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 o. _VI�VItizU SD1 NO SCALE.... _ SDI NO SCALE FOh CODE COMPLIANCE CORNER WHERE OCCURS (5) 16d NAILS AT APR 1 1 2017 TOP PLATE PER 9/SD1LAPPED CORNERS, TYP PROVIDE PANELS A MFR., 1/8 BLOCK AT ALL 16" MAX SPACING - SOLE PLATE FASTENING SHEAR WAL I vv114Ur%11v114 FL -r\ FL-/'tIV MMA. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION 4 NO SCALE S D 1 TRE AND ASSOCIATEIS SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE GAP BETWEEN I ( I.I I.I -F.N. PER SHEAR WALL AND 1/2" DIAMETER S REQ'D. BY I I I I I f 1 WALL SCHED. A35 AND RBC LOAD " MIN. II II II I•I I° II II AND SPACING AND SPACING CLIP SPACING l.I { E.N. PER SHEAR 2X MUDSILL 12d 0 7" O.C. 8d ® 6" O.C. 8d 0 12" O.C. �TWALL SCH ED. 260 AS REQ'D. I{ I°I 11 11 11 11 RBC AT 1 -8 O.C. EDGES, TYP. COMPRESSION 12d 0 5" O.C.0 4" O.C.0 12" O.C. I I POST AS REQ'D 4*2X ®2 9 AB0 O.C. .. SHEAR PLY PER HD SCHED. RBC AT 1 -22O.C. - PER SHEAR (I 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1:-8„ O.C. i WALL SCHED. I AB 0 1 -3 O.C. 'TUD I II II RBC AT 1 -0 O.C. 3 I ({ --USEI 3X STUD AT H.D. 8d ®12 O.C. A35 AT V-5" O.C. 'ER II ABUTTING PANEL ll I° PER II _ SCHED. EDGES WHERE II REQ'D PER SHEAR [I I SCHED. I 2 3X MUDSILL { { WALL S�C7H-EDULE--- I°I A35 AT V-0" O.C. 640 =jr II F7=�13--I II II II II ---I II II II -,-1-1-- LL-- II II I 4A 1. II 1 II Iii I SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED 12" I vv114Ur%11v114 FL -r\ FL-/'tIV MMA. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION 4 NO SCALE S D 1 TRE AND ASSOCIATEIS SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 6 2X MUDSILL 12d 0 7" O.C. 8d ® 6" O.C. 8d 0 12" O.C. A35 AT 2:-8" O.C. 260 AB ® 3 -9 O.C. RBC AT 1 -8 O.C. MUDSILL 12d 0 5" O.C.0 4" O.C.0 12" O.C. AT 1- " O.C. 4*2X ®2 9 AB0 O.C. .. .. .. RBC AT 1 -22O.C. 4 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1:-8„ O.C. 380 AB 0 1 -3 O.C. RBC AT 1 -0 O.C. 3 2X MUDSILL 12d 4 O.C. " 8d ®3 O.C. 8d ®12 O.C. A35 AT V-5" O.C. 490 AB 0 1'-0" O.C. RBC AT 10" O.C. 2 3X MUDSILL 12d 0 3" O.C. 8d 0 2" O.C. 8d 0 12" O.C. A35 AT V-0" O.C. 640 AB 0 1 -9 O.C. RBC AT 8 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX f 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE NO SCALE S D 1 Q�pFESSl�,y9 K. "!�No. 756881 * E . 6/ 0/18 J� CIV1 q'OF CALF 3/07/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Q W U r z J 0 W U L1J Lu = 0 LUJ Q cC 0 Oz z ?: 1..` z Q O �- U -� LU T J Q0 < t:1U REVISIONS: DATE: 3/07/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-136 SHEET: SD1 TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210AUS210 10d 10d DBL 2XDBL 60/DBL DBL 22X12 HUS210-2TF//HUS2 2 STEP 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 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 SIMPSON HANGER SCHEDULE NO SCALE WALL FRAMING NOTE: SECONDARY INTERIOR ARCH PER PLAN, TYP WALL, BY OTHERS, WHERE OCCURS, NOT SHOWN FOR CLARITY. SHEAR PER PLAN - FLOOR PLY AND NAILING PER PLAN\ E.N E.N BLOCK SOLID AT MULTIPLE STUDS, POSTS, AND HOLD DOWNS — 1 3/4" LVL CONT. BELOW SHEAR WALLS------� N.��l TOP PLATE PER 9/SDI SHEAR TO MATCH WALL ABOVE, TYPE "6" MIN PER SWS, TYP ENTIRE CRIPPLE WALL WALL FRAMING PER PLAN, TYP NAILING PER 6/SD1 �10d AT 4" O.C. 12 SD2 ��-FLOOR JOIST PER PLAN (4) 8d TOENAILS EACH END OF EACH BLOCK TJI BLOCKING AT 24" O.C. A35 CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. TYPICAL FLOOR SPLIT DETAIL ( 11 NO SCALE ALL FRAMING PER PLAN SHEAR TO MATCH WALL ABOVE, TYPE "6" MIN PER SWS, TYP ENTIRE CRIPPLE WALL SD2 NO SCALE SD2 THICKNESS 3" CLR A 3" CLR 6" O.C., TYP 3" CLR REINFORCE WITH #4 FTG TYPE PER PLAN AT 6" O.C. E.W. FOOTING SCHEDULE HOLD DOWN WHERE OCCURS PER FOOTING TYPE PT DF SILL AND DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1///AB PER 3/SD1 F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F33'-0" SCREWS AT EACH DECK JOIST/RIM AND 3'-0" 8" MIN. F3.5 3'-6" 6" MIN. 12" F4 4'-0" 4'-0" 12" O.C. AT PARALLEL FJ CONDITION. IM 1 1/4" LSL CONT. RIM -----_. 2" MIN. BEARING, TYP PROVIDE GAP BETWEEN PANELS E.N � �� BLOCK SOLID AT POSTS, AS REQ'D. BY MFR., 1/8" MIN. #4 AT 24" O.C. VERT; MULTIPLE STUDS, AND HOLDOWNS NOTE: WEATHER TREATMENT PT DF SILL AND TOENAILS TO TOP PLATE, TYP- - AND CORROSION PROTECTION BY OTHERS. AB PER 3/SDI #4 AT 18" O.C. HOR, - �E��IElAlED T 4'-0" O.C., TYP. - WHERE STEMWALL A35 CLIP AT 2'-8" O.C. (3) 8d TOENAIL PER F.J. SHEAR TO MATCH WALL ABOVE, PLAN. EDGE NAIL PLY AT BLOCKS TYPE "6" MIN PER SWS, TYP TOP PLATE PER 9/SD1 HEIGHT > 1'-6" PT DF SILL AND AB PER 3/SDI APR � I 2617SHEAR PT TOP PLATE PER 9/SDI FRAMING TO MATCH WALL ABV. E.N---'--' 3" CLR. _ SLOPE GRADE 8 = N 1 WITH PT SHEATHING, TYPE "6" MIN PER DIRECTION. SOLID BLOCK AT 2'-0" O.C. AT PARALLEL CONDITION--,-,-..------- AWAY FROM FND. 8" MIN ....._....... ',,,--CONT. " -� 13 AND, AS,130CIAT 12" 1 STORY #4 CONT. TOP AND BOTT. ----- SPREAD FOOTING PER 1 1/4 LSL PER 1 /SD2 P.T. DF SILL PER 3/SDI PLAN WHERE OCCURS TYPICAL INTERIOR FNDN DETAIL 10 NO SCALE SD2 THICKNESS 3" CLR A 3" CLR 6" O.C., TYP 3" CLR REINFORCE WITH #4 FTG TYPE PER PLAN AT 6" O.C. E.W. TYPICAL SPREAD FOOTING SCHEDULE NO SCALE W=2XD3 3'-0" MIN. LAP (60) BAR DIAMETERS 9 SD2 T. REINF, (TOP AND BOTT) LAP (60) BAR DIAMETERS LARGER OF D1 OR ID2 MINIMUM 3" MIN. CLEAR T. REINF, (TOP AND BOTT) TYPICAL STEPPED FOOTING ELEVATION NO SCALE ALL LAPS (60) BAR DIAMETERS, t MIN TYPICAL U.N.O TYPICAL CONCRETE STEM/FTG REBAR PLAN 7 NO SCALE SD2 NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 2X DECKING BY OTHERS WITH (2) SCREWS AT EACH DECK JOIST PT SOLID BLOCK WITH (4) CONTINUOUS PT FLOOR 8d TOENAILS TO GIRDER. /JOISTS PER PLAN PT GIRDER PER PLAN WITH BC POST CAP AT POSTS (3) 12d TOENAILS PER FJ 4X4 PT POST WITH (4) 16d TOENAILS TO PIER "WETS T T PRECAST C. PIER 00 CON l - II FTG PER PLAN PER PLAN DECK FOUNDATION DETAIL NO SCALE 1 1/4" LSL RIM FJ PER PLAN OR BLOCK AT 24" O.C. AT PARALLEL FJ CONDITION. 2" MIN. BEARING, TYP 2X BLOCK CRIPPLE WALL PER PLAN 6 SD2 /EX, 2X6 DECKING BY TY' OTHERS WITH (2) SCREWS AT EACH DECK JOIST P.T. DECK JOIST PER PLAN W/ LUS HGR. �2X PT LEDGER CONT. WITH (2) 1/4" DIA. SDS SCREWS AT 12" O.C. WITH 3" EMBED NOTES: 1.) WEATHER TREATMENT, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS. 2,) GUARDRAIL AND ATTACHMENT BY OTHERS. FLOOR PLY AND NAILING PER PLAN SOLID BLOCK--\ GIRDER PER PLAN WITH BC POST CAP AT POSTS 4X6 PT DF POST - PBS POST BASE CENTERED OVER FOOTING -1 I FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED (3) 8d TOENAILS PER FJ r`• ?I mi 00 (— I 12" MIN 3" CLR. REINF PER PLAN TYPICAL INTERIOR FOUNDATION 3 NO SCALE FOOTING SCHEDULE HOLD DOWN WHERE OCCURS PER FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F33'-0" SCREWS AT EACH DECK JOIST/RIM AND 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" TYPICAL SPREAD FOOTING SCHEDULE NO SCALE W=2XD3 3'-0" MIN. LAP (60) BAR DIAMETERS 9 SD2 T. REINF, (TOP AND BOTT) LAP (60) BAR DIAMETERS LARGER OF D1 OR ID2 MINIMUM 3" MIN. CLEAR T. REINF, (TOP AND BOTT) TYPICAL STEPPED FOOTING ELEVATION NO SCALE ALL LAPS (60) BAR DIAMETERS, t MIN TYPICAL U.N.O TYPICAL CONCRETE STEM/FTG REBAR PLAN 7 NO SCALE SD2 NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 2X DECKING BY OTHERS WITH (2) SCREWS AT EACH DECK JOIST PT SOLID BLOCK WITH (4) CONTINUOUS PT FLOOR 8d TOENAILS TO GIRDER. /JOISTS PER PLAN PT GIRDER PER PLAN WITH BC POST CAP AT POSTS (3) 12d TOENAILS PER FJ 4X4 PT POST WITH (4) 16d TOENAILS TO PIER "WETS T T PRECAST C. PIER 00 CON l - II FTG PER PLAN PER PLAN DECK FOUNDATION DETAIL NO SCALE 1 1/4" LSL RIM FJ PER PLAN OR BLOCK AT 24" O.C. AT PARALLEL FJ CONDITION. 2" MIN. BEARING, TYP 2X BLOCK CRIPPLE WALL PER PLAN 6 SD2 /EX, 2X6 DECKING BY TY' OTHERS WITH (2) SCREWS AT EACH DECK JOIST P.T. DECK JOIST PER PLAN W/ LUS HGR. �2X PT LEDGER CONT. WITH (2) 1/4" DIA. SDS SCREWS AT 12" O.C. WITH 3" EMBED NOTES: 1.) WEATHER TREATMENT, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS. 2,) GUARDRAIL AND ATTACHMENT BY OTHERS. FLOOR PLY AND NAILING PER PLAN SOLID BLOCK--\ GIRDER PER PLAN WITH BC POST CAP AT POSTS 4X6 PT DF POST - PBS POST BASE CENTERED OVER FOOTING -1 I FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED (3) 8d TOENAILS PER FJ r`• ?I mi 00 (— I 12" MIN 3" CLR. REINF PER PLAN TYPICAL INTERIOR FOUNDATION 3 NO SCALE �D2 HOLD DOWN WHERE OCCURS PER WALL FRAMING PER PLAN, TYP PLAN WITH A307 THREADED ROD TYPICAL DECK DETAILS TO MATCH SSTB DIA. AND SIMPSON TYPICAL FOUNDATION NOTE: SECONDARY INTERIOR ARCH DTL 2 CNW AT THREADED ROD SPLICES SD2 WALL, BY OTHERS, WHERE OCCURS, AND CONN. TO FNDN. ANCHOR TFNOT 2X DECKING BY OTHERS WITH (2) SHOWN FOR CLARITY. SHEAR PER PLAN SCREWS AT EACH DECK JOIST/RIM AND FLOOR PLY AND NAILING 71" PER PLAN. EDGE NAIL SOLE NAILING PER 6/SD1I 2X RIM WITH (3) 16d EA. JOIST PLY AT BLOCKS E.N� L FJ PER PLAN OR BLOCK AT 24" O.C. AT PARALLEL FJ CONDITION. IM 1 1/4" LSL CONT. RIM -----_. 2" MIN. BEARING, TYP PROVIDE GAP BETWEEN PANELS E.N � �� BLOCK SOLID AT POSTS, AS REQ'D. BY MFR., 1/8" MIN. PLAN JOIST CONDITION WITH (3) 8d MULTIPLE STUDS, AND HOLDOWNS NOTE: WEATHER TREATMENT PT DF SILL AND TOENAILS TO TOP PLATE, TYP- - AND CORROSION PROTECTION BY OTHERS. AB PER 3/SDI A35 CLIP PER SHEAR WALL SCHED. 8d T.N. AT 6" O.C. WHERE �E��IElAlED T 4'-0" O.C., TYP. NO WALL SHEETING OCCURSOTHERWISE E.N - A35 CLIP AT 2'-8" O.C. (3) 8d TOENAIL PER F.J. SHEAR TO MATCH WALL ABOVE, PLAN. EDGE NAIL PLY AT BLOCKS TYPE "6" MIN PER SWS, TYP TOP PLATE PER 9/SD1 ENTIRE CRIPPLE WALL PT DF SILL AND AB PER 3/SDI APR � I 2617SHEAR PT TOP PLATE PER 9/SDI FRAMING TO MATCH WALL ABV. E.N---'--' E.N. SLOPE GRADE PT WALL FRAMING PER PLAN WITH PT SHEATHING, TYPE "6" MIN PER DIRECTION. SOLID BLOCK AT 2'-0" O.C. AT PARALLEL CONDITION--,-,-..------- AWAY FROM FND. 8" MIN ....._....... ',,,--CONT. " -� 13 AND, AS,130CIAT 18" MIN. CLR. TO FLOOR JOISTS FOUNDATION ----- 1 1/4 LSL PER 1 /SD2 P.T. DF SILL PER 3/SDI GIRDER PER PLAN WHERE OCCURS NOTE: WHERE CRIPPLE STUD LENGTH IS LESS THAN 14" CRIPPLE E.N. E.N. GH GIRDER �8" MIN. • 8"" MIN. 18 MIN. HANGER AS REQ'D SLOPE FINISHED 6 MIN. SLOPE GRADE - ----- - - -. GRADE AWAY _ — — AWAY FROM END. „ -....__. -1 — 12 MIN. FROM FOUNDATION _ 1= �-6" MIN. #4 AT 24„ #4 AT 24 O.C. VERT; O.C. VERT, I - -I I f _ _ _I #4 AT 18 O.C. HOR, >; WHERE STEMWALL N #4 AT 18" O.C. HOR, -� HEIGHT > 1'-6" WHERE STEMWALL 8" HEIGHT > 1'-6" 8„ 04 3" CLR 3" CLR. _. PERMIT # 12" 1 STORY \#4 CONT. TOP AND BOT. BUTTE COUNTY DEVELOPMENT SERVICES 12" (1 STORY #4 CONT. TOP AND BOTT. NOTES: REVIEWED FOR 1.) GUARDRAIL AND ATTACHMENT BY OTHERS. CODE COMPKI-IANCE SPREAD F001'1NG PER 2.) CORROSION PROTECTION AND WEATHER TREATMENT BY OTHERS. DATE BY %7W PLAN WHERE OCCURS DECK FOUNDATION DETAIL 4 TYPICAL FOUNDATION DETAIL 1 NO SCALE SD2 NO SCALE SD2 'WESS/0N9 K. B' 1<<" LLJ C:�No. 75688' * E . 6/ 0/18 ST Cl V 0- gTFOF CAL\F 0� 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 a W U 1 z W ~ U r W W Z 0 �.W Q oG O U z= 0 z z Q O (--- U -i W J r---. Q0 <:::I, ry) U CE REVISIONS: DATE: 3/07/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-136 SHEET: D2 WALL SHALL BE FRAMED WITH SOLID BLOCKING. TYPICAL DECK DETAILS s TYPICAL FOUNDATION CRIPPLE WALL DTL 2 NO SCALE SD2 NO SCALE SD2 2X DECKING BY OTHERS WITH (2) SCREWS AT EACH DECK JOIST/RIM AND SCREWS AT 6" O.C. AT 2X PT BLOCKS\ 2X RIM WITH (3) 16d EA. JOIST NOTE: SECONDARY INTERIOR ARCH WALL, BY OTHERS, WHERE OCCURS, NOT SHOWN FOR CLARITY. DECK JOIST PER PLAN OR SOLID BLOCK AT 24" O.0 AT PARALLEL WALL FRAMING PER PLAN JOIST CONDITION WITH (3) 8d NOTE: WEATHER TREATMENT PT DF SILL AND TOENAILS TO TOP PLATE, TYP- - AND CORROSION PROTECTION BY OTHERS. AB PER 3/SDI --SHEAR PER PLAN �E��IElAlED `-E.N. FLOOR PLY AND NAILING PER �O� ���� 0OMPLlA A35 CLIP AT 2'-8" O.C. PLAN. EDGE NAIL PLY AT BLOCKS SOLE NAILING PER 6/SD1 APR � I 2617SHEAR PT TOP PLATE PER 9/SDI _ TO MATCH WALL ABOVE FLOOR JOIST PER PLAN EITHER E.N. PT WALL FRAMING PER PLAN WITH PT SHEATHING, TYPE "6" MIN PER DIRECTION. SOLID BLOCK AT 2'-0" O.C. AT PARALLEL CONDITION--,-,-..------- ',,,--CONT. " -� 13 AND, AS,130CIAT SWS, TYP ENTIRE WALL ----- 1 1/4 LSL RI P.T. DF SILL PER 3/SDI GIRDER PER PLAN WHERE OCCURS BLOCK SOLID MULTIPLE STUDS AT POSTS AND HOEDOWNS E.N. E.N. GH GIRDER �8" MIN. • 8"" MIN. 18 MIN. HANGER AS REQ'D SLOPE FINISHED 6 MIN. SLOPE GRADE - ----- - - -. GRADE AWAY _ — — AWAY FROM END. „ -....__. -1 — 12 MIN. FROM FOUNDATION _ 1= �-6" MIN. #4 AT 24„ #4 AT 24 O.C. VERT; O.C. VERT, I - -I I f _ _ _I #4 AT 18 O.C. HOR, >; WHERE STEMWALL N #4 AT 18" O.C. HOR, -� HEIGHT > 1'-6" WHERE STEMWALL 8" HEIGHT > 1'-6" 8„ 04 3" CLR 3" CLR. _. PERMIT # 12" 1 STORY \#4 CONT. TOP AND BOT. BUTTE COUNTY DEVELOPMENT SERVICES 12" (1 STORY #4 CONT. TOP AND BOTT. NOTES: REVIEWED FOR 1.) GUARDRAIL AND ATTACHMENT BY OTHERS. CODE COMPKI-IANCE SPREAD F001'1NG PER 2.) CORROSION PROTECTION AND WEATHER TREATMENT BY OTHERS. DATE BY %7W PLAN WHERE OCCURS DECK FOUNDATION DETAIL 4 TYPICAL FOUNDATION DETAIL 1 NO SCALE SD2 NO SCALE SD2 'WESS/0N9 K. B' 1<<" LLJ C:�No. 75688' * E . 6/ 0/18 ST Cl V 0- gTFOF CAL\F 0� 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 a W U 1 z W ~ U r W W Z 0 �.W Q oG O U z= 0 z z Q O (--- U -i W J r---. Q0 <:::I, ry) U CE REVISIONS: DATE: 3/07/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-136 SHEET: D2 2X DECKING BY OTHERS WITH (2) SCREWS AT EACH DECK JOIST/RIM AND SCREWS AT 6" O.C. AT 2X PT BLOCKS 2X PT BLOCKING AT A35 CLIP AT 2'-8" O.C. FIRST (2) JOIST BAYS, AT 16" O.C. E.N. LSSU28 HGR., OR A34 CLIP EACH BLOCK (2) A35 CLIPS EACH STRINGER PT TOP PLATE PER 9/SD1 1X RISERS BY OTHERS WITH �(2) DECK SCREWS AT EACH � 2X PT LEDGER CONT. STAIR STRINGER WITH (2) 1/4" DIA. SDS SCREWS AT 16" (0 �• O.C. WITH 3" EMBED PT WALL FRAMING -----SHEAR TO MATCH 2X STRINGERS 16" PER PLAN WALL ABOVE WITH O.C. MAX PT SHEATHING, TYPE UNSUPPORTED "6" MIN PER ("WS, SPAN = 6'-0" TYP ENTIRE WALL NOTES: 1.) GUARDRAIL/HANDRAIL AND ATTACHMENT BY OTHERS. 2.) CORROSION PROTECTION AND WEATHER TREATMENT BY OTHERS. TYPICAL TOP OF STAIR DETAIL NO SCALE TRUSS BY 0TH ROOF PLY AND NAILING PER PLAN E.N. 2X BLOCK--- (3) LOCK (3) 16d EA E.N. WEB/CHORD 2X E.S. OF A EA. TRUSS 3/8" PLY + + W/ 8d + AT 6" E.N. O.C. E.N. STOP PLATE PER 9/SD1 SHEAR PER SCHED. SHEAR PER SCHED. A NOTE: SECONDARY INTERIOR ARCH EAVE DETAIL NOTL, BYSHOWNTFORSCL RETY OCCURS,F9 NO SCALE PERP. TRUSS BY OTHERS, TOP PLATE PER 9/SD1/ WALL FRAMING PER PLAN, TYP- EAVE CONN. PER 1 /SD3, TYP POST PER PLAN DRAG TRUSS PER PLAN DRAG STRUT CONNECTOR PER PLAN SD3 11 1 TYPICAL DRAG STRUT CONNECTOR DETAIL 8 SD3NO SCALE SD3 _j NOTES: 1.) GUARDRAIL/HANDRAIL AND ATTACHMENT BY OTHERS. 2.) CORROSION PROTECTION AND WEATHER TREATMENT BY OTHERS. 1X RISERS BY OTHERS WITH 2X PT STRINGERS �(2) DECK SCREWS AT EACH STAIR STRINGER 16 O.C. MAX UNSUPPORTED 2X6 DECKING BY OTHERS SPAN = 6'-0" r WITH (2) SCREWS AT EACH STRINGER 2X4 P.T. DF CONT. WITH 1/2" DIA SLAB -ON -GRADE EXP. ANCHOR AT EACH STRINGER /BOC U HERS AS � I 12" MIN. 3" CLR (1) #4 CONT. 12" MIN. TOP AND BOT. TYPICAL STAIR TO FOUNDATION DETAIL NO SCALE 10 SD3 1/2 STRAP LENGTH NOTCH BEAM AT PERPENDICULAR BEAM PER PLAN PLATES, WERE MSTA30 STRAP AT PARALLEL TOP PLATE, UNO TOP PLATE /PER 9/SD1 (2) 16d NAILS, TYP LSTA18 E.S., UNO. i NOTE: SECONDARY INTERIOR ARCH WALL, BY OTHERS, WHERE OCCURS, TRIMMER/S POST PER NOT SHOWN FOR CLARITY. PLAN TYPICAL TOP PLATE -BEAM DETAIL NO SCALE WALL FRAMING PER PLAN 7 SD3 ROOF PLY AND NAILING PER PLAN E.N. — + I I+ I + I i+ I I + —+_ _—+__ f I I I I +I I+ I I +� + 1 TRUSS BY OTHERS I I +1 I+ I I I + I I +I I + I +I I I i WITH (3) 16d RAFTER Rj I I I I TRUSS P 1+1 PLAN, T) ROOF TRUSSES NOTE: CONTRACTOR SHALL VERIFY NOTCH 24" O.C., NOTCH PLY AND TOP ROOF PLY AND NAILING PER PLAN E.N. 2X BLOCK--- (3) LOCK (3) 16d EA E.N. WEB/CHORD 2X E.S. OF A EA. TRUSS 3/8" PLY + + W/ 8d + AT 6" E.N. O.C. E.N. STOP PLATE PER 9/SD1 SHEAR PER SCHED. SHEAR PER SCHED. A NOTE: SECONDARY INTERIOR ARCH EAVE DETAIL NOTL, BYSHOWNTFORSCL RETY OCCURS,F9 NO SCALE PERP. TRUSS BY OTHERS, TOP PLATE PER 9/SD1/ WALL FRAMING PER PLAN, TYP- EAVE CONN. PER 1 /SD3, TYP POST PER PLAN DRAG TRUSS PER PLAN DRAG STRUT CONNECTOR PER PLAN SD3 11 1 TYPICAL DRAG STRUT CONNECTOR DETAIL 8 SD3NO SCALE SD3 _j NOTES: 1.) GUARDRAIL/HANDRAIL AND ATTACHMENT BY OTHERS. 2.) CORROSION PROTECTION AND WEATHER TREATMENT BY OTHERS. 1X RISERS BY OTHERS WITH 2X PT STRINGERS �(2) DECK SCREWS AT EACH STAIR STRINGER 16 O.C. MAX UNSUPPORTED 2X6 DECKING BY OTHERS SPAN = 6'-0" r WITH (2) SCREWS AT EACH STRINGER 2X4 P.T. DF CONT. WITH 1/2" DIA SLAB -ON -GRADE EXP. ANCHOR AT EACH STRINGER /BOC U HERS AS � I 12" MIN. 3" CLR (1) #4 CONT. 12" MIN. TOP AND BOT. TYPICAL STAIR TO FOUNDATION DETAIL NO SCALE 10 SD3 1/2 STRAP LENGTH NOTCH BEAM AT PERPENDICULAR BEAM PER PLAN PLATES, WERE MSTA30 STRAP AT PARALLEL TOP PLATE, UNO TOP PLATE /PER 9/SD1 (2) 16d NAILS, TYP LSTA18 E.S., UNO. i NOTE: SECONDARY INTERIOR ARCH WALL, BY OTHERS, WHERE OCCURS, TRIMMER/S POST PER NOT SHOWN FOR CLARITY. PLAN TYPICAL TOP PLATE -BEAM DETAIL NO SCALE WALL FRAMING PER PLAN 7 SD3 ROOF PLY AND NAILING PER PLAN E.N. 1 1 DRAG TRUSSrBRACES X4 FLAT TO BY OTHERS LONGER THAN 6'-0" WITH A35 CLIP PER 16d AT 12" O.C. SHEAR WALL -2X6 BRACE AT SCHEDULE, 4'-0" O.C. WITH OTHERWISE (5) 16d NAILS 4'-0" O.C. EACH END eL DBL TOP PLATE E) N BLOCKING ABLOCK T&B, ()1 d T N 4 " EA.ND PER 9/SD1 NOTE: SECONDARY INTERIOR ARCH WALL, BY OTHERS, WHERE OCCURS, SHEAR PER PLAN--- NOT SHOWN FOR CLARITY. WALL FRAMING PER PLAN TYPICAL DRAG TRUSS DETAIL C-6 NO SCALE NOTE: CONTRACTOR SHALL VERIFY NOTCH DEPTH AND LOCATION WITH TRUSS MFR. PRIOR TO CUTTING. ROOF PLY AND NAILING PER PLAN, TYP E.N., TYP 2'-0" MAX 2'-0" \ I& E.N.],/(3) 16d TOENAILS FASCIA BY • OTHERS-' 2X4 DF#2 FLAT OUTLOOKER AT SHEAR PER ARCH, 24" O.C., NOTCH WHERE REQ'D PLY AND TOP 2X BLOCK AT 4'-0" O.C. CHORD TO SEAT WITH (3) 16d TOENAILS E.N. OUTLOOKER EACH END. EDGE NAIL PLY AT BLOCKS 2X BLOCK 16d AT 8"BRACE PER O.C. TO BLOCK 4/SD3 CONT. 2X LEDGER WITH GABLE END DRAG (2) 16d AT 16" O.C. TRUSS BY OTHERS NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. NO SCALE ROOF PLY AND NAILING PER PLAN 2'-0" -,E.N. FASCIA BY OTHERS --q SD3 BOTTOM CHORD OFSIMPSON STC CLIP TRUSS BY OTHERS AT EACH TRUSS 4--�l /2" GAP NON-BEARING WALL ----U WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TT RUSS 1/2" GAPS TRUSS BY OTHERS, TYP NON-BEARING WALL 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS NOTE: ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO ACCOMMODATE VERTICAL_ DIFFERENTIAL MOVEMENT BETWEEN THE TRUSSES AND THE NON-BEARING WALLS. TYPICAL NON-BEARING WALL AT ROOF 3 NO SCALE SD3 2X4 WITH 16d NAILS AT 12" O.C., TYP \-2X SLEEPER WITH (3) 16d RAFTER Rj I I I I TRUSS P RAFTER OR TRUSS PLAN, T) ROOF 1 1 DRAG TRUSSrBRACES X4 FLAT TO BY OTHERS LONGER THAN 6'-0" WITH A35 CLIP PER 16d AT 12" O.C. SHEAR WALL -2X6 BRACE AT SCHEDULE, 4'-0" O.C. WITH OTHERWISE (5) 16d NAILS 4'-0" O.C. EACH END eL DBL TOP PLATE E) N BLOCKING ABLOCK T&B, ()1 d T N 4 " EA.ND PER 9/SD1 NOTE: SECONDARY INTERIOR ARCH WALL, BY OTHERS, WHERE OCCURS, SHEAR PER PLAN--- NOT SHOWN FOR CLARITY. WALL FRAMING PER PLAN TYPICAL DRAG TRUSS DETAIL C-6 NO SCALE NOTE: CONTRACTOR SHALL VERIFY NOTCH DEPTH AND LOCATION WITH TRUSS MFR. PRIOR TO CUTTING. ROOF PLY AND NAILING PER PLAN, TYP E.N., TYP 2'-0" MAX 2'-0" \ I& E.N.],/(3) 16d TOENAILS FASCIA BY • OTHERS-' 2X4 DF#2 FLAT OUTLOOKER AT SHEAR PER ARCH, 24" O.C., NOTCH WHERE REQ'D PLY AND TOP 2X BLOCK AT 4'-0" O.C. CHORD TO SEAT WITH (3) 16d TOENAILS E.N. OUTLOOKER EACH END. EDGE NAIL PLY AT BLOCKS 2X BLOCK 16d AT 8"BRACE PER O.C. TO BLOCK 4/SD3 CONT. 2X LEDGER WITH GABLE END DRAG (2) 16d AT 16" O.C. TRUSS BY OTHERS NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. NO SCALE ROOF PLY AND NAILING PER PLAN 2'-0" -,E.N. FASCIA BY OTHERS --q SD3 BOTTOM CHORD OFSIMPSON STC CLIP TRUSS BY OTHERS AT EACH TRUSS 4--�l /2" GAP NON-BEARING WALL ----U WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TT RUSS 1/2" GAPS TRUSS BY OTHERS, TYP NON-BEARING WALL 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS NOTE: ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO ACCOMMODATE VERTICAL_ DIFFERENTIAL MOVEMENT BETWEEN THE TRUSSES AND THE NON-BEARING WALLS. TYPICAL NON-BEARING WALL AT ROOF 3 NO SCALE SD3 2X4 WITH 16d NAILS AT 12" O.C., TYP 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP )R P SD3 NO SCALE SD3 REVIEWED FOR CODE COMPLIANCE PERMIT # A�� � � ��17 BUTTE E COUNTY DEVELOPMENT SERVICES 3) 16d TOENAILS E.N. REVIEWED FOR CODE COMPLIANCE^�' .��� AND A�'C3CIATES ten/.>G l � BY �Y - ' ROOF PLY AND NAILING PER PLAN \-2X SLEEPER WITH (3) 16d RAFTER NAILS AT EA OUTLOOKER AT TRUSS P RAFTER OR TRUSS PLAN, T) ROOF TRUSSES NOTE: CONTRACTOR SHALL VERIFY NOTCH 24" O.C., NOTCH PLY AND TOP 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP )R P SD3 NO SCALE SD3 REVIEWED FOR CODE COMPLIANCE PERMIT # A�� � � ��17 BUTTE E COUNTY DEVELOPMENT SERVICES 3) 16d TOENAILS E.N. REVIEWED FOR CODE COMPLIANCE^�' .��� AND A�'C3CIATES ten/.>G l � BY �Y - ' ROOF PLY AND NAILING PER PLAN NO SCALE LS D J3 NO SCALE SD3 Q�OFK. ESSIpN� �No. 75688' * E . 6/ 0/18 CIV1\- gTFOF CALF 0� 3/07/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS �4 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) Q W U 0 1 z 0 ui J U w � z W = W Q oc 0 U z °C 0z - z.. z U 4" L1J -17 < n ( ii 4si` 'baa^ U_. REVISIONS: DATE: 3/07/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-136 SHEET: SD3 '-2X4 DF#2 FLAT OUTLOOKER AT ROOF TRUSSES NOTE: CONTRACTOR SHALL VERIFY NOTCH 24" O.C., NOTCH PLY AND TOP PANEL BLOCK BY OTHERS WITH (2) E.N. BY OTHERS DEPTH AND LOCATION WITH TRUSS CHORD TO SEAT 1 16d TOENAILS TO TOP AND BOTT. MFR. PRIOR TO CUTTING. OUTLOOKER 1 TRUSS CHORD, TYP EACH SIDE ::"" ADD A34 CLIP E.S. OF EACH TRUSS AT 6' ..........,OVERHANG, WHERE OCCURS GABLE END _.__ 1 3 ....... TRUSS BY OTHERS ADD 2X4 FLAT TO FASCIA BY OTHERS ..: 1 �...., .... SHEAR SHEAR PER ARCH, BRACES LONGER " THAN 6 -0 WITH I .. A34 CLIP E.S. �"�OF WHERE REQ'D - 16d AT 12" O.C. 1 2 EACH TRUSS STRAP A35 CLIP EA. 2X6 BRACE AT LENGTH PANEL BLOCK A35 CLIP PER SHEAR WALL 4'-0" O.C. WITH SCHEDULE, OTHERWISE (5) 16d NAILS - " L 4'-0" O.C., TYP. EACH END E N '---H2.5T EA. TRUSS AND E.S. AT PROVIDE GAP BETWEEN PANELS • ADD MSTA24 STRAP AT OUTSIDE ALL INTERIOR DRAG TRUSSES AS REQ'D. BY MFR., 1/8" MIN. L • FACE OF GABLE END TRUSSES TOP PLATE PER 9/SD1 E.N., TYP 2X BLOCKING AT 4'-0" O.C., T&B, (3) 12d T.N. EA. END SHEAR PER PLAN NOTE: SECONDARY INTERIOR ARCH DBL TOP PLATE WALL, BY OTHERS, WHERE OCCURS, PER 9/SD1 (3) 16d T.N. EA BLOCK NOT SHOWN FOR CLARITY. NOTE: SECONDARY INTERIOR ARCH SHEAR ENTIRE WALL " " WALL WALL, BY OTHERS, WHERE OCCURS, WALL FRAMING PER PLAN PER SWS TYPE 6 —� FRAMING NOT SHOWN FOR CLARITY. PER PLAN TYPICAL GABLE END TRUSS DETAIL 4 TYPICAL STANDOFF HEEL EAVE DETAIL NO SCALE LS D J3 NO SCALE SD3 Q�OFK. ESSIpN� �No. 75688' * E . 6/ 0/18 CIV1\- gTFOF CALF 0� 3/07/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS �4 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) Q W U 0 1 z 0 ui J U w � z W = W Q oc 0 U z °C 0z - z.. z U 4" L1J -17 < n ( ii 4si` 'baa^ U_. REVISIONS: DATE: 3/07/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-136 SHEET: SD3