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N_i�0 zNO�Oy Di--NiOm�N im '• aPmmmD rn�Dm24 AA miixx a, 1�A0 vwo i V u ai�1.• ��N<y OO��O Olimmiw , 0'1'1,3 y6� z0!^Z79 p m Z N VILLA _OR FLAT T1LE1200FLG_ CONTINUOUS OVER 15# FELT OVER 5/8' CDX RIDGE VENT PLYWOOD WITH 5d'5 AT 6". 12" c/a. PITCH b / 12 ROOF ENTILA_LION; I, FASCIA 3 6UTTER_:. 1 SEE ROOF PLAN 6 ROOF CONNECT TO 2"X3". VENTILATION GALG5. DOWNSPOUTS, CONFIRM. WLm SPOT' FE] LED SPOTS O MOTION W/woMN SEE NOTES, +BEE NOTES. LKNTS 3030FX FE] [E-3] Illi 2 •I' I GOAS UGGO -- - -L- T .__.___ ,DN IED APPLIED OVER 2 LAYERS�`T ■ OF GRADE D PAPER. ❑ H " S0(5 STUCCO WEEP SCREEDS: - - SEE GENERAL NOTES: SIDING. 0 WSEE NOTES: LANDINGS. SCALE: 5/ 16"- 1'-O" CONTINUOUS VILLA OR_F�T TIROOFIN4: RIDGE VENT OVER 15# FELT OVER 5/8' GDX PLYWOOD WITH 5d'5 AT b", 12" c/G. PITCH b / 12 TRUSSES 0_24" GIG RZOOF VENTILATION: DESIGN 6 GALLS BY OTHERS FASCIA d (SUTTER: i SEE ROOF PLAN d ROOF CONNECT TO 2"X3' VENTILATION GALG5. DOWNSPOUTS,GONFIRM. 1 - 3030FX ElE3 ■ - / G W XTERIOR G 5: ll SEE ELECTRICAL NOTES: EXTERIOR LIGHTS. 30505H 30505H 2 GOAT_,5L_G._.G.O.:. 30505H APPLIED OVER 2 LAYERS OF GRADE DPAPER. STUCCO NEEF SCR 5: III T_ E EED__. SEE GENERAL NOTES: 51DIN6. HT,�LE�/�T101�< GONTINUOU5 SCALE: 5/16"- 1'-O" RIDGE VENT VILLA_OAT TILE ROOFING_ OVER 15# FELT OVER 5/8' GDX PLYWOOD WITH 5d'S ROOF VENT ILATLON_ AT 6", 12"o/c. SEE ROOF PLAN 4 ROOF PITCH 6 / 12 VENTILATION GALG5. T9U55E5 24�/G DESIGN 4 GALG5 BY OTHERS 2 COAT STUGGO_ ElAPPLIED OVER 2 LAYERS OF GRADE D PAPER. EXTTERI0RJ-I6HT5; SEE ELECTRICAL NOTES: EXTERIOR LIGHTS. VILLA OR FLAT-TIL_E_ROO_F_IN_O: OVER 15# FELT OVER 5/6' GDX STUUG_CO_W_EEP SCREEDS: PLYWOOD WITH 8d'S CONTINUOUS SEE GENERAL NOTES: 51DIN6. RIDGE PENT BEE ROOF PLAN LROOFZI: PITCH 6 / 1 2 SEE ROOF PLANd ROOF VENTILATION CAL05. vT XLANPIN65' IN SEE NOTES: LANDINGS. >k' SCALE: 5/16" - 1'-O" TRU55E5 24" c1_c FASCIA 4.0UTT€R: _ DESIGN 4 GALLS BY OTHERS CONNECT TO 2"X3' DOWNSPOUTS, CONFIRM. A 1 5' PLATE HEIGHT IIS N t II .. i"ItFh i DBWNSPDur !! ! P 11K �3 3 1S Ml DOWNSPOUT , 4014 LED SPOTS TION.., y'"'�A'Si C'I'A' yu4:: ::.ti 4014 LED SPOTS .. SEE NOTES, 1t 4Re s�44 :'i(t"'t^H Pt'f nHt•'- :,. ,1; WEEMOTION i! NOTE ( - `"'U' +_u::aa ' i SEE NOTES, j LIGHTS LGHTS 2 GOAT STUCCO: APPLIED OVER 2 LAYERS OF GRADE D PAPER 14'x 14' ROLL -UP GARAGE DOOR I ll� V�� LANDIN6_5_: SEE NOTES: LANDIN65, SCALE: 114"- 1'-O" 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 BE61N5. APTINPo BY: - "I.�.D��'IA171.'Y 1 ROAD ON1ao, OALIFoRNIA 959'13 FCI FCI LYNNSMITN520ATT.NE7 40M LED SPOTS W/MOTION SEE NOTES. " LIGHTS lJ6J�" GFCI 48' - 9214 -TUBE LED 48' - 9TUSSLED CE / GFCI I 48'-52� LED 92 GARAGE NOTES: SEE ELECTRICAL NOTES: P< \ ` GARAGE. -THESE PLANS HAVE BEEN REVIEWED ONLY FOR m NOTE: CE COMPLIANCE WITH ATTACHED GFCI PROVIDE 50AMP RV OUTLET. GFCI STRUGTURAL CALCULATIONS. CONFIRM W/OWNER THE ENGINEER'S STAMP ON \ THISPLAN 15 VALID TH LETTER 5I6NED BY THIS A ENGINEER FOR EACH e UNIQUE BUILD. w \ im°at C 48'-32� 1 48•-522 TUB 3 F� I! d $ {q I' Yy 40A LED SPOTS L W/MOTION ICES O SEENOTES. GFCI ' GFCI LIGHTS LHT5 .^ VI v E�fD ^ 48'_92 B D / 48'-9� TUBE ` • ^ T Imo\ 1 V/ 1 \/ / O X �I- x 13 Z Q SOX I o IL / -1 x 4014 LED GFCI I N " \ ' See NOTV A E%T. \ 1L x LIGHTING / rc ♦ \ - V OL WP I ^ tj EXTERIOR RECEPTACLES SEE ELECTRICAL NOTES O EXTERIOR RECEPTACLES. 48'-9214- TUBE LED / 48'-3214- TUBE LED GFCI GFCI BRREAKER_rANEL SEE ELECTRICALNOTES: EL.. P SUB PANEL A_LI- LI_G_H -1I FIXTURES:. to ALL LIGHTING SHALL BE L.E.D. Z 4014O LED SP /4 W LED 5POT5 O t� Z W/ MOTION�� / Al MOTION II -I see NOTES, ' SEE NOTES, <Z wp LIGHTS LIGHTS EX_TERIOIR�IGH♦�C7: Q SEE ELECTRICAL NOTES: > -1 O W EXTERIOR LIGHTING. Ill IL Z -1 JU V V V BEDROOM: a p[ 20.) EMOKEl7ETECSORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM d ON EACH FLOOR OF THE DWELLING. W V V V SCALE: 1/4`- 1'-O" 5MOKE/__C.AR-aON-MCNOXE7E-ALARMSt PROVIDE A HARDWIRED WITH BATTERY Il'- IU IIJ lu BACKUP SMOKE d CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO X -I .-I J BEDROOMS. W W W lu A) SMOKE d CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. €LE__G�RIGAL�IALL_IEJI`ISLA_LLED_ PER THE.G. B) FOR BEST RESULTS, USE DUAL IONIZATION d PHOTOELECTRIC SENSOR ALL AREAS: SMOKE ALARMS. 1.) REFER TO THE M6ND.6TORYMFA5URE$ FOR RESIDENTIAL LIGHTING 21) C4O5ET5 I0HT5_ PER O.EA_ MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE BATHROOMS: LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY V4 H L MPL TH THE 22) BATHRBOOMREOERCUIT. €_COTE€ CU SHALL BE SUPPLIED BY AT LEAST ONE R MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER SHOP" 2. LIGHNSz TI: ALL LIGHTING MUST BE NIGH EFFICACY LIGHTS IN ACCORDANCE WCI SS GG ART. 210.1 1 (G) (3). 5HOP: TABLE 1 SOO (A) LEG SEG. I III (K). ALL LIGHTING LOCATED IN NET 25.) BATHROOM-IJOHT5:, PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM. 1 000 SgFt LOCATIONS SHALL BE MARKED'SUITASLE FOR WET LOCATIONS" d ALL LIGHTS PROVIDE A *MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. LOCATED IN DAMP LOCATIONS SMALL BE MARKED "SUITABLE FOR DAMP 24.) LIGHIFIXIURE.51N. TUE Og SHOWR9_ENCLO_SURE5: TO BE LABELED "SUITABLE LOCATIONS". CFC ART. 4 10.1 O (A) FOR DAMP LOCATION" PER GEC ART. 4 10.10 (A) d (D). 3. WOHTIN6 CONTROL P€VIGE5. ALL LIGHTING CONTROL DEVICES d SYSTEMS, 25) BATHROOM MEGHANICAl-EXH--f5) J FANS: BALLASTS, AND LUMINARIES MUST MEET THE RE0UIREMENT5 OF CEG SECT. A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO 110.9. TERMINATE OUTSIDE THE BUILDING. 4.) BRANCH CIRCUITS: PROVIDE ARG -FAULT (5ROUND-FAULT CIRCUIT- B.) UNLESS FUNCTIONING A5 A COMPONENT OF A WHOLE HOUSE INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT BRANCH CIRCUITS SUPPLYING OUTLETS. CEO ART. 210.12 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) RECEI-TACLE.S:. BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS RECEPTACLE5 SHALL BE LISTED TAMPER-RESISTANT RECEPTAGLE5. 5EE GEG BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 50%. ART. 406.12. BATHROOM NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM 15 A 6.) RECFPTALLEIO_GAIION5: SHALL BE INSTALLED 50 THAT NO POINT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER MEA5URED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS ON: MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE 26) WHOLE COMBINATION. N6 YENTILATLQN! IF ONE OF THE BATHROOM EXHAUST FANS, 15 PATE: WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND 51MIl-AR USED A5 THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY OPENINGS SHALL HAVE A RECEPTACLE. OEC ART. 210.52 (A).. WITH THE FOLLOWING: 4/14/201 "1 1.) LOL AMP NDER5: ALL SHALL BE SECLIKELY 5UPPORTED. A FIXTURE THAT A.) A MINIMUM GFM RATING OF 75 CFM. WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 1 b INCHES IN ANY DIMENSION SCALE: SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC B) BE RATED A MAXIMUM OF 1.0 SONE. SECTIONS 14.26. OUTLET BOXES SHALL NOT BE USED AS THE BOLE SUPPORT G) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING SHOWN FOR CEILING (PADDLE) FAN5 PER GEG SECTION 514.21 (A) d (D). FOR d FAN SHOVED OPERATE WHENEVER THE HOME 15 OCCUPIED: °' 2L) TOILRT__ROOMS:_ INSTALL FLUORESCENT OR OTHER G.E.C. APPROVED LIGHTING :. 0. ) HIGH CL05E FANSH PROVIDE INSULATED LOUVERS OR GONERS (MIN. R-4.2) }}}}}} STUCGO_WEEP SGREEP.?: WHICH CLOSE WHEN THE FAN IS OFF. FIXTURES IN ROOMS WITH WATER ALLEETS. �oo SEE NOTES: SIDING. 9J GEll.IN6 FAN5N.1lLGHT; SHALL BE HIGH -EFFICACY W/DIMMER SWITCH. 28J SMOKE ALARMS SHALL BE INSTALLED MORE THAN S' HORIZONTALLY FROM MAINTAIN 3G' CLEARANCE FROM ANY FIRE SPRINKLER. THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR PERMITH -- 10.) THERMOSTATS:.. SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. SHOWER. CRC R5 14S. BUTTE COUNTY DEVE! OF'MENT SFR'JICES 17 J E VENTILATION) FANS; PROVIDE A TDA E CFM FANS (20 CFM FOR CONTINUOUS GARAGE: RE i6 ! E v ED FOR, VENTILATION) WITH P, LANDSCAPE DAMPERS AT ALL EXHAUST FANS. 29J GARAGEREGEP_TACLES ARE REQUIRED To BE GFCI PROTECTED. LI6HI H i S g^' 12.) PROVIDE STUB FOR LANDSCAPE LIGHTING d IRRIGATION TIMER (CONFIRM) .) OAR W HAVE VAGANRY SENSOR- ESCHAR TO5rHIGH EFFICACY. SHEET /"^ P4 1 9. G R I PROVIDE 200 AMP G COD ,.♦0 t, q p•�( IAS S C ) E VERIFY LO AL._@E_ VGE_ E . ELECTRICAL SERVILE MAIN. 30J G.ARAG0XFS IN THE PROVIDE A 24' SEPARATION BETWEEN RECEPTACLE 6 I '��ilIILL-"tTPIY14""�--" v�1i�I �^' Ems. E t1 VERIFY LOCATION OF MAIN 6 SUB PANEL PANEL BOARD(5) SHALL 8E SWITCH BOXES IN THE FIREWALL (BOXES IN SEPARATE STUD BAYS ARE DATE.-. 7...I J�_ �--k--_-BY�'' _ _ _ _ . _ .. _ ®COPYRIGHT 20 11 5UMMIT STRUCTURAL DESI6N - STRUCTURAL ENGINEER STEVE SCHVSTER G:\Users\ nn\ Ocu a LYNN SMITH DRAFTING L D m nts\Chief X9 Plana\5chus e - C Y 20 %50 ara a\5chuste T Y Cara e.la out 1 t, ',11trf 5HUSTER HOMES INC :4 (530)511NDOAVENUE #200,GHIGO,GA 95926 OWNER: SRB>1MSGHUSTER g 9. g y 4 IAAI 199SYCAMORE VALLEY ROAD, (53O)894-OB94OFFIGE (530)570-6400CELL - (560)592-4407 WORK MMSTMK.4 MfEeOrY.(530)XXXXCELL MM 111444111111 CHIGO,OA95913 '^^, EMAIL ADDRESS: RylandeSummltohico.com (530) 891-0585 WORK EMAIL ADDRESS: SashlDog®MSN.com EMAIL ADDRESS. Sashf ogee 0) 570-6400 DELL ^^ EMAIL ADDRE55: I_nn5mlth32®ATTAet - EMAIL ADDRESS. 5ashlDog®MSN.com Lr�i�xan. e � y I I I I I � II I� II li I I I II 9��� IIID: II 1I. SIL SYMBOL DESCRIPTION 6A9 SERVk:E SWI 9UB FP DISCONNECT PANEL ELECTRICAL SERVICE METER, GAS 200A ELECT. SERVICE METER, ELECTRICAL SERVICE DISCONNECT, SUB PANEL, DOOR CHIME, DOOR BELL, SETBACK THERM05TAT, ElHOME DOOR up O HOME rAV_G_..t71j SECURITY ALARM, AUDIO VISUAL CONTROL, CO/SMOKE DETECTOR 6 CHIME SEGURITY BOOR SMOKE DETECTOR. ALL HARDWIRED BELL ALARM SMOKE/CO DETECTORS 514ALL BE INTERCONNECTED. QL G ®GO/SMOKE SMOKE DETEGTOK INTERCOM DETECT'R CEILING FANS: A FIXTURE THAT WEIGHS MORE THAN 6 L55 OR EXCEEDS 1 (VIN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE V//`\J`��(\v�/\^J SCREW SHELL OF A LAMP HOLDER. GEG V*HE SECTION 410.15 (A) OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT. GEG SECTION 314.27 4 0 NOTE: PROVIDE SPEED CONTROL SWITCH 6 DIMMER SWITCH FOR FANS THAT HAVE V - iI LIGHT KITS. EXHAUST FAN 50 CFM EXHAUST/LIGHT/HEAT EXHAUST FAN, EXHAUST FAN W/ LIGHT d SEE ELECT. NOTES: i I W LED LT- 1400A HT EXHAUST FAN W/ LIGHT d HEAT. EXHAUST FANS. SEE ELECT. NOTES: LAUNDRY ROOM OR (1) BATHROOM FAN EXHAUST FAN5 SHALL BE 10 CFM MIN. W/ A MAX. N015E ® ❑ RATING OF 1 SOME. THE SWITCH 5HALL BE EXHAUST FAN/LIGHT ® LABELED "VENTILATION CONTROL'. 11 W LED LIGHT SEE ELECT. NOTES: EACH BATHROOM FAN SHALL BE 50 CFM EXHAUST FANS. MIN. W/ A NOISE RATING OF 3 SOME MAX. BATHROOM FANS MUST BE HUMIDISTAT it ® CONTROLLED CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE 20014 OF 50% TO 80%. C&BSC SEG. 4.506 BASEB'D HEAT BASE BOARD HEAT 29Qp C&`IV PHONE LJ1 GATS W/ TV, PHONE 4 TV JACKS l 0q 6 6H DRYER, , LEST. "'c, "'CW `Ww 6Go DISPOSAL, RANGE, DISPOSAL, GAS , GAB OOOKT P, HOOD N1 VENT, MICROWAVE, OVEN, NEN, (lI) QW�� (1�� (([jty ([Lyt ([�](� CTC REFRIGERATOR, SAUNA, STEAM, TOWEL WARMER, TRASH COMPACTOR' WM `�C Wi vsA vsT " Qui ,f,,0 QL Qt,,Ie "" v v WP vGFCI v ® -110 VOLS: DUPLEX, DUPLEX SPLIT WIRED, WEATHERPROOF DUPLEX, GFCI, SPLIT 1/2 GFCI 'in WIRED TRIPLEX 6FLOOR DUPLEX ALL 3PLEX SHALL BE TAMPER RESISTANT. W W '4J W WP 220 VOLT: 220v, WEATHERPROOF 220v 220V 220v ,*N. .*NDISPOSAL,SWITCH, $GG$ $XT $ $0 $ $ �'J RNP$ $. : AIR SINITCH, GARBAGE DIPOSAL, OCCUPANCY, M ANCY,H IIPISTAT, U a Z V 4 y R DI VACANCY SENSOMMER, O i > p m LL p i 5PEED CONTROL, WHOLE HOUSE FAN, S- ® x, V WAY, 5 -WAY DIMMER, TIMER, ` Hz WATERPROOF 45WITCH LABELED y j 'YENTILAIION CONTROL". VALLUM OUTLET WALL MOUNTED VACUUM SYSTEM VAG CENTRAL VAG -- - ------------ O O 0 CABINET MOUNTED LIGHTUNG ABOVE aw gG• TUBE 2N CABINET PUCK UNDER CABINET PUCK 6 B V 0�� ABOVE PK 46' 1414 TUBE LV TAPE UNDER CABINET STRIP LIGHTING yo`{ �( )::( RECESSED CEILING LIGHTING: MINI SIN i.`Y RECESSED, 4' CAN LIGHT, 6' CAN LIGHT 6 SN SW 14N 14A LED EYEBALL CAN LIGHT. LED LED EYEBALL Y"( Y"d y'•( rR i..i l..f i•..< 9DIU•AL-, 6,//�`�J� GEILIN6 MOUNTED LIGHTING: CEILING FIXTURE, KEYLESS, KEYLESS W/ PULL 22N KEYLESS KEYLESS 1014 W/ P.C. SPOT TRIPOD DECO CHORD, DUAL SPOT, TRIPOD SPOT LIGHT d 4OW SPOT SPOT I(�(oW�pp DECORATIVE SPOT LIGHT. /q14 1914 SOW LED 2O" N LED SOW LEO 6514 LED PENDANT PENDANT PENDANT o �K211DR�-A C470,97-16CHANDELIER 4INLA.T LIGHTING 40Y . LVP M.CHANDELIER PENDANT �4 I PENDANT PII.IA'IT LDA LED W.I. CANDELABRA 10 �,{/� o o WEIGHTED Y-1 Y r 1 PENDANT om/ TW N PENDANT LOW VOLTAGE LI6HTIN6 L.V. L.V. PEN 00 domppm14« 21 W LED - 24' TRACK 48' TRACK TRACK LIGHTING 50 INLIP LL�ECCAASLELIGHTNG - 26A LED TRACK 1-I6147I146 6 24 TRACK CHANDELIER T96' 2 TUBE FLUORE5GENT SHOPLI6HT - 6014 FLUORESCENT _ 48'-3214-2TUBE LED SHOP- 9214 TUBE LIGHTING 6414-4 TUBE LED TUBE FLUORESCENT -6014 ��'�-{LE ,��,Jy,�ED LED .(LE 6I��,6L SCONCE C SCONCES QED 18y+LEp 24w LEv 52MLED WALL MOUNTED SCONCE LIGHTING BOWL BOWL BOWL BOWL SCONCE SCONCE SCONCE SCONCE' (yam) ^^ l W LED WALL ARTI6HTIN6 L ART LIGHT V 2414 LED 24A LED LIGHT BARS LIGHT BAR V. LIGHT BAR '�'�( In In In ( I ON LED 1 O LED 40A LED WALL READING LAMPS PIVOT SWING ARM SWIVEL READIN6 READING READING 1 ON LED 40^ LEV 40W LED SPOTS SPOT DUALSPOT W/MOTION 4014 LED: SEE ELECT. SEE ELECT. SEE ELECT, SEE ELECT. EXTERIOR WALL LIGHTING NOTES, LIGHTS NOTES, 1-I614TSNOTE9, LIGHTS NOTES. 6 PATHWAY YARD LIGHTS LIGHTS. ❑ O ® O a b BA LED &INLED PA LED 6N LED 414 LED bW LED BOX FLARE PATH PATH SPOT TULIP FL 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 BE61N5. APTINPo BY: - "I.�.D��'IA171.'Y 1 ROAD ON1ao, OALIFoRNIA 959'13 FCI FCI LYNNSMITN520ATT.NE7 40M LED SPOTS W/MOTION SEE NOTES. " LIGHTS lJ6J�" GFCI 48' - 9214 -TUBE LED 48' - 9TUSSLED CE / GFCI I 48'-52� LED 92 GARAGE NOTES: SEE ELECTRICAL NOTES: P< \ ` GARAGE. -THESE PLANS HAVE BEEN REVIEWED ONLY FOR m NOTE: CE COMPLIANCE WITH ATTACHED GFCI PROVIDE 50AMP RV OUTLET. GFCI STRUGTURAL CALCULATIONS. CONFIRM W/OWNER THE ENGINEER'S STAMP ON \ THISPLAN 15 VALID TH LETTER 5I6NED BY THIS A ENGINEER FOR EACH e UNIQUE BUILD. w \ im°at C 48'-32� 1 48•-522 TUB 3 F� I! d $ {q I' Yy 40A LED SPOTS L W/MOTION ICES O SEENOTES. GFCI ' GFCI LIGHTS LHT5 .^ VI v E�fD ^ 48'_92 B D / 48'-9� TUBE ` • ^ T Imo\ 1 V/ 1 \/ / O X �I- x 13 Z Q SOX I o IL / -1 x 4014 LED GFCI I N " \ ' See NOTV A E%T. \ 1L x LIGHTING / rc ♦ \ - V OL WP I ^ tj EXTERIOR RECEPTACLES SEE ELECTRICAL NOTES O EXTERIOR RECEPTACLES. 48'-9214- TUBE LED / 48'-3214- TUBE LED GFCI GFCI BRREAKER_rANEL SEE ELECTRICALNOTES: EL.. P SUB PANEL A_LI- LI_G_H -1I FIXTURES:. to ALL LIGHTING SHALL BE L.E.D. Z 4014O LED SP /4 W LED 5POT5 O t� Z W/ MOTION�� / Al MOTION II -I see NOTES, ' SEE NOTES, <Z wp LIGHTS LIGHTS EX_TERIOIR�IGH♦�C7: Q SEE ELECTRICAL NOTES: > -1 O W EXTERIOR LIGHTING. Ill IL Z -1 JU V V V BEDROOM: a p[ 20.) EMOKEl7ETECSORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM d ON EACH FLOOR OF THE DWELLING. W V V V SCALE: 1/4`- 1'-O" 5MOKE/__C.AR-aON-MCNOXE7E-ALARMSt PROVIDE A HARDWIRED WITH BATTERY Il'- IU IIJ lu BACKUP SMOKE d CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO X -I .-I J BEDROOMS. W W W lu A) SMOKE d CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. €LE__G�RIGAL�IALL_IEJI`ISLA_LLED_ PER THE.G. B) FOR BEST RESULTS, USE DUAL IONIZATION d PHOTOELECTRIC SENSOR ALL AREAS: SMOKE ALARMS. 1.) REFER TO THE M6ND.6TORYMFA5URE$ FOR RESIDENTIAL LIGHTING 21) C4O5ET5 I0HT5_ PER O.EA_ MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE BATHROOMS: LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY V4 H L MPL TH THE 22) BATHRBOOMREOERCUIT. €_COTE€ CU SHALL BE SUPPLIED BY AT LEAST ONE R MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER SHOP" 2. LIGHNSz TI: ALL LIGHTING MUST BE NIGH EFFICACY LIGHTS IN ACCORDANCE WCI SS GG ART. 210.1 1 (G) (3). 5HOP: TABLE 1 SOO (A) LEG SEG. I III (K). ALL LIGHTING LOCATED IN NET 25.) BATHROOM-IJOHT5:, PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM. 1 000 SgFt LOCATIONS SHALL BE MARKED'SUITASLE FOR WET LOCATIONS" d ALL LIGHTS PROVIDE A *MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. LOCATED IN DAMP LOCATIONS SMALL BE MARKED "SUITABLE FOR DAMP 24.) LIGHIFIXIURE.51N. TUE Og SHOWR9_ENCLO_SURE5: TO BE LABELED "SUITABLE LOCATIONS". CFC ART. 4 10.1 O (A) FOR DAMP LOCATION" PER GEC ART. 4 10.10 (A) d (D). 3. WOHTIN6 CONTROL P€VIGE5. ALL LIGHTING CONTROL DEVICES d SYSTEMS, 25) BATHROOM MEGHANICAl-EXH--f5) J FANS: BALLASTS, AND LUMINARIES MUST MEET THE RE0UIREMENT5 OF CEG SECT. A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO 110.9. TERMINATE OUTSIDE THE BUILDING. 4.) BRANCH CIRCUITS: PROVIDE ARG -FAULT (5ROUND-FAULT CIRCUIT- B.) UNLESS FUNCTIONING A5 A COMPONENT OF A WHOLE HOUSE INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT BRANCH CIRCUITS SUPPLYING OUTLETS. CEO ART. 210.12 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) RECEI-TACLE.S:. BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS RECEPTACLE5 SHALL BE LISTED TAMPER-RESISTANT RECEPTAGLE5. 5EE GEG BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 50%. ART. 406.12. BATHROOM NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM 15 A 6.) RECFPTALLEIO_GAIION5: SHALL BE INSTALLED 50 THAT NO POINT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER MEA5URED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS ON: MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE 26) WHOLE COMBINATION. N6 YENTILATLQN! IF ONE OF THE BATHROOM EXHAUST FANS, 15 PATE: WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND 51MIl-AR USED A5 THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY OPENINGS SHALL HAVE A RECEPTACLE. OEC ART. 210.52 (A).. WITH THE FOLLOWING: 4/14/201 "1 1.) LOL AMP NDER5: ALL SHALL BE SECLIKELY 5UPPORTED. A FIXTURE THAT A.) A MINIMUM GFM RATING OF 75 CFM. WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 1 b INCHES IN ANY DIMENSION SCALE: SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC B) BE RATED A MAXIMUM OF 1.0 SONE. SECTIONS 14.26. OUTLET BOXES SHALL NOT BE USED AS THE BOLE SUPPORT G) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING SHOWN FOR CEILING (PADDLE) FAN5 PER GEG SECTION 514.21 (A) d (D). FOR d FAN SHOVED OPERATE WHENEVER THE HOME 15 OCCUPIED: °' 2L) TOILRT__ROOMS:_ INSTALL FLUORESCENT OR OTHER G.E.C. APPROVED LIGHTING :. 0. ) HIGH CL05E FANSH PROVIDE INSULATED LOUVERS OR GONERS (MIN. R-4.2) }}}}}} STUCGO_WEEP SGREEP.?: WHICH CLOSE WHEN THE FAN IS OFF. FIXTURES IN ROOMS WITH WATER ALLEETS. �oo SEE NOTES: SIDING. 9J GEll.IN6 FAN5N.1lLGHT; SHALL BE HIGH -EFFICACY W/DIMMER SWITCH. 28J SMOKE ALARMS SHALL BE INSTALLED MORE THAN S' HORIZONTALLY FROM MAINTAIN 3G' CLEARANCE FROM ANY FIRE SPRINKLER. THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR PERMITH -- 10.) THERMOSTATS:.. SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. SHOWER. CRC R5 14S. BUTTE COUNTY DEVE! OF'MENT SFR'JICES 17 J E VENTILATION) FANS; PROVIDE A TDA E CFM FANS (20 CFM FOR CONTINUOUS GARAGE: RE i6 ! E v ED FOR, VENTILATION) WITH P, LANDSCAPE DAMPERS AT ALL EXHAUST FANS. 29J GARAGEREGEP_TACLES ARE REQUIRED To BE GFCI PROTECTED. LI6HI H i S g^' 12.) PROVIDE STUB FOR LANDSCAPE LIGHTING d IRRIGATION TIMER (CONFIRM) .) OAR W HAVE VAGANRY SENSOR- ESCHAR TO5rHIGH EFFICACY. SHEET /"^ P4 1 9. G R I PROVIDE 200 AMP G COD ,.♦0 t, q p•�( IAS S C ) E VERIFY LO AL._@E_ VGE_ E . ELECTRICAL SERVILE MAIN. 30J G.ARAG0XFS IN THE PROVIDE A 24' SEPARATION BETWEEN RECEPTACLE 6 I '��ilIILL-"tTPIY14""�--" v�1i�I �^' Ems. E t1 VERIFY LOCATION OF MAIN 6 SUB PANEL PANEL BOARD(5) SHALL 8E SWITCH BOXES IN THE FIREWALL (BOXES IN SEPARATE STUD BAYS ARE DATE.-. 7...I J�_ �--k--_-BY�'' _ _ _ _ . _ .. _ ®COPYRIGHT 20 11 5UMMIT STRUCTURAL DESI6N - STRUCTURAL ENGINEER STEVE SCHVSTER G:\Users\ nn\ Ocu a LYNN SMITH DRAFTING L D m nts\Chief X9 Plana\5chus e - C Y 20 %50 ara a\5chuste T Y Cara e.la out 1 t, ',11trf 5HUSTER HOMES INC :4 (530)511NDOAVENUE #200,GHIGO,GA 95926 OWNER: SRB>1MSGHUSTER g 9. g y 4 IAAI 199SYCAMORE VALLEY ROAD, (53O)894-OB94OFFIGE (530)570-6400CELL - (560)592-4407 WORK MMSTMK.4 MfEeOrY.(530)XXXXCELL MM 111444111111 CHIGO,OA95913 '^^, EMAIL ADDRESS: RylandeSummltohico.com (530) 891-0585 WORK EMAIL ADDRESS: SashlDog®MSN.com EMAIL ADDRESS. Sashf ogee 0) 570-6400 DELL ^^ EMAIL ADDRE55: I_nn5mlth32®ATTAet - EMAIL ADDRESS. 5ashlDog®MSN.com Lr�i�xan. e � y I I I I I � II I� II li I I I II 9��� IIID: II 1I. SIL 1 1 ©-I�'j,V�,(}` - • ` cm I • • • • •. • • • • • • • 5• • • • . • • • . . 8 '48' \ WATER SERVICE: I ' \ I l 1 O' PUBLIC UTILITIES EASEMENT CONNECT TO WATER � \ \/\ SERVICE. ~ \ E�-EGTRICAL SERVICE: / /CONNECT TO UNDERGROUND hOo / \ \ �ELEGTRIGAL SERVICE m /F>%,40 N ARCH D (24- X 367 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 CANNEOTIONS BEFORE CONSTRUCTION BEGINS. APTING BY: 4 (550)891-0583 19 YCAMOFG VALLEY ROAD GH166, CALIFORNIA 95915 LYNN SMITHS 2®ATT.NET 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 THI5 ENGINEER FOR EACH UNIQUE BUILD. / �4 SETBACK LIN \ \. Q, q GONG/PAINT \ \ \ RS oa LOT V.1 I WASHOUT 1.03 ACRES =5A , \ • / NIB,o i NO SOILS Ak GONG. DRIVEWAY STOCKPILE Z TEMP. PORTA-POTTY L CATION • / OW X GONG. WALK C� d" X CO ER CONN ION: / �' / i to m U. %C CON EGT TO SEWE / S CAL6REEN NOTE: �# SER ICE. �� D' 1 OL$• DURING GONSTRVGTION, ONE OR MORE OF THE FOLLOWING MEASURES 5HALL BE O IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT X ' �� ERO51ON 4 RETAIN SOIL RUNOFF ON THE SITE: �-go O Z /\ Y N l v A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM n z X WATER ON THE SITE. Y- O /N @ 11•� -' \ 9-a B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYS EM, O y..IM O 1 - p p G }.'�p / COLLECTION POINT, GUTTER OR 51MILAR DISPOSAL METHOD, NATER SHALL BE . ' PROPOSED RE51PENVE % FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER MET OD'tL APPROVED BY THE ENFORCING AGENCY. GJ COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEd ENT .n < ,m X {' „:-co ORDINANCE. WV! Q• x ate. fv METHODS. TO MANAGE. SURFACE WATER_INCLUDE: 51AAALES, WATER COLLECTION AND �I v \/ CON .DRIVEWAY V (v,. DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS WX T14ER ATER w MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN cry, .. / •' 6ROUNDWATER RECHARGE. V CIL U E_ROSION_GONTR_O_LPP�AN: � TEMPORARY STRA R• ,� 1) NO SOIL DISTURBANCE SHALL Or -CUR PRIOR TO OBTAINING A BUILDI 6 PERMIT O OR GRADING PERMIT. LILLA OR FLAT TILE ROOFIr1G_ Q) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL. CONTINUOUS OVER 15# FELT OVER 15/5" CVX 5EP�1G_.W/L'UMP: 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH 4 APR RIDGE VENT PLYWOOD WITH ed'S AT 6', 12° C/C. 11 5 PER BUTTE COUNTY 15TH, OR WHEN RAIN 15 FORCASTED. ROOF VENIlLASIOI�1: NA HEALTH DEPARTMENT / 4) SOILS TRACKED OFF SITE INTO STREETS SHALL BE GLEANED UP AT HE END OF SEE ROOF PLAN I ROOF .PITCH 6 / 12 REQUIREMENTS. EACH WORK DAY. VENTILATION GALLS. 5) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE 5TOOKPIL 5 SHALL BE • -COVERED PRIOR TO A FORCASTED RAIN EVENT. .'CIO -TEF ` • 6) THE ER05ION CONTROL PLAN SHALL BE RE-EVALUATED 4 ADJUSTE PROVIDE PLASTIC. OR " T PROPANE. TANK: `VOe ACCORDINGLY AS THE SITE CHANGES 6 AFTER RAIN EVENTS.. POLYSTYRENE BAFFLES • v 2 10' MIN. FROM BLDG. 1) EROSION CONTROL MEASURES SHALL 6E MAINTAINED. BAFFLES TO MAINTAIN 1' ES_ LC5 � � - HJ PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP.6 TOOLS A ANY OTHER DESIGN d GALLS BY OTHERS CLEARANCE BETWEEN �\1J / LOCATION THAN A DESIGNATED CONCRETE WASHOUT 15 A VIOLATIO OF LAW 6 FA501A 4 GUTTER: INSULATION 6 ROOF SHEATHING. N A SUBJECT TO FINE. CONNECT TO 7x5" ASIC INSULATION CRC, SECTION R506.3. NORTH PROPOSED SHOP DQNNSPQNT5 �1. :20'X50'15' PLATE HEIGHT A r----------------------------------- � � T ENER (ALUE5: Q PROPI2T_Y_OW_N€R: 5/8"GYP. BD.. R -O SLAB -ON -GRADE ~ SGHUSTER HOMES, INC. Q z (0 SCALE: 1' - 20'-O" } CHICO, GA 95915 NIN 9 INSULATION N 2°X6" WALLS z o GRADING: PHONE(530)510-6400 18°ROOF OVERHANG iWINDOWS:LOW E,NON-METALLIC.i ? �4 V GROUND IMMEDIATELY ADJACENT TO i U -FACTOR ®0.30 MAX. i --3-I J _ z 3 145 SOFT RESIDENCE THE FOUNDATION SHALL BE SLOPED D GOI_l_TRAGTOR: TYPICAL SHGG 0 0.23 MAX. IL i O 1105 SOFT GARAGE AWAY FROM THE BUILDING ATA SLOPE �• SGHUSTER HOMES, INC. : R-30 ATTIC INSULATION - L -----------------------------------J O IO V L 42£1. SOFT PORCH RSOF NOT LESS THAN b° WITHIN THE FIRST j PHONE (550) 510-6400 a3 111 AO__00 SOFT PORCH t1 Apr; 1D'(snraSLOPE) qa / i- IL U) 0) 56119 SOFT TOTAL \ SITE ADDRESS:.. NONE CHOSEN YET 2"X 6" STUDS ® 12" C/C CHIC 0, OA 95913 44,"104 SOFTLOT GONSTRUGTIONRERIOp: 12.1% LOT COVERAGE APPROX START; 6/15/20 11 • APPROXEND: 9/15/2011 -cQAzsi_UccO: SHOP: `.. APPLIED OVER 2 LAYERS / OF GRADE D PAPER. 1 000 SdFt Q INSTALL 2" ABOVE PAVED AREAS. . 1 INSTALL 4• ABOVE SOIL •. 5/5 4' CONCRETE SLAB FINISHED CRAVE NATURAL GRADE DATE: GRAVEL FILL 4/14/2011 SCALE: . TI, "A"' SHOWN / ' EOUNRUCTURA DETAILS: STRUCTURAL PAGES FOR DETAILS SCALE: 1/4'. 1'-0" 1�(O(�arrgTl00 4 U OWv SHEET BUTTE COUNTY DEVELOPMENT SERVICES REi,IEMED IFOR G.0 D _� C1 0,A PI....•IANCg. DAT Eq a COPYRIGHT 2011 SUMMIT STRUCTURAL DESIGN - 5TRUGTURAL ENGINEER °"'^0°" LYNN SMITH - DRAFTING STEVE SGHUSTER G:\Users\Lynn\Documents\Ghlef X9 Plans\Schuster - 20' x 50' garage\Schuster Garage.layOUt 8� 5HU5TER HOMES, INC. _�,. 383 RIO LIN DO AVENUE #200, CHICO, CA 95926 .OWNER: RX6Y(HSOHUSTER 4 'I 199SYCAMORE VALLEY ROAD L. (530)894-0H940FFICE. (530)51 -6400 DELL (530)592-4401 WORK �gT¢aR26xRHEE4NlTc. (530)XXXX DELL IA� CHII 95913 EMAIL ADDRESS: SashIDOgGMSN.COm EMAIL ADDRE55: Ryland®SummltGhlco.com EaBw) ABaa 4 �IFRX.'D(Xb630) 510-6400 CELL ": (530) 691-0565 WORK EMAIL ADDRE55: 5ashlDogaIM5N.com EMAIL ADDRESS; tynn5mlth32®ATTnet L.."e.al... A 9-.1 n I III LDTD, LOT64" SHEET3 MATCHLME S II W 0 1 NOB'}IO'/B W .-M'2/a0'W I I �y ;. A00 Vol yDB' v couMEL couar • J �` � AFBs M `" 1 PROJECTS-`�- _____ xfiB_JSTg•e DETAIL 5'Sl /` CARIBBEAN s69u _ .. '.,'�/• WAY LOCAT/ON ly __J .._ . MAIL BOX EASEMENT LOCATION ••�•� _- -_ _ _- -/! -- - - - �" - I SCALE 1 I �.�-"-- N69°JS'2g E 9ea]B' ' Po h' / .4m YPµ ^ J '. � N89i6'20•E VICINITYMAP / R9A0'. 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L2 S,D DT ] e 21.66' LOTY/ Pe LOT] Fa LOT fC ]1 )9 j 0 116.24 YW 211.00' i mm 9.0 amz S a4s 9-g ae9 �N LOr]g xna Pm 10 N11.3,.W 2099 ___ EASEMENTLINE ^•n ' 095am , 90' .Qia, g F Z T LS N66'5212 W 2],10' $ LOTeO la 6 5.12 40 E 10.00 Y S0 'v \ - LOrgf SUBDIVISION BOUNDARY j �� LI 535'10594V ]]93' o N fll 1p C.3 gB9°95110'. 1 a]ag[res V imJe[aaa L. N]5'1p50 E 64.4]' tx9• p f0e 61.01 -CENTERLINE 0 \\ eaSE93EN] '10 :�•�a E I6' i 1i 1.3 \.. b 2J ,. MAIL BOX EASEMENT q.]0"� LOT]12o..' n #6 s ae2.a,n E 1Y1�7I%' E 9a Id Delta Radius Arc Length P.19'S�21N`t]e o m o $y'9 2 LOiBB \ A$ y N6g� f)REDORD INFORMATION PER I>Z MAPS 2&34 1 �a40� C25 01222' 9l✓100 0620" 1 6188' IO PSE IOTR •1 a ae4 area �y +I11 ,'t' 4.y. ��I C2E 09-1222•6384 c2 0. 1222' 3.. 5]81 Yy C 6 1S 9"J9' JBL.' 10.66' (2) RECORDINFORMA TION PER 168 MAPS &11 1N6 'r'OE(AILB n LOT23 SI 1 029 ,,]4900 EoO 2891' 9 y A' £ • JQ- y\ \ ''2YP.gp. q O.S6a[res t4 '6 0. ERAI.0, EASEMENT 1 C. 2 Y49' 351.' 19120' C CALCULATED POINT „ [�gj' LOT BB �6� W/4 fie. .h cJz 42(56' 2TW 550' PER OOCUMEM NQ Cia SS /YO]" 60..' 14.96' _� y g.Tl eewx: mYx rta"a e6Yf2 7500' .K1 I] OWVNIG'6 Mf'"S`� 1�^ f0'➢SES- ^N / pm OLY� • 1"I W6 49'21'56" 2000' �50' iEasENENT �. [[ �6`•. 1 1'O L9] ez a9M• zn AT 2691• N•4Y n� M* 'N 944P•E a Qz/ �2 �� ssiaz 9snom "'3' SIERRA MOON SUBD{VISION \ s a..M ai f LoraS ] m 1 16s.fe' / 6.w=e.•, '� °� w 14 \� RnOp6' \ PS d � ` Q1'1 Q41 2"I'D` swam Mar PHASE 3 ' C 90 L0.' 2a.' 9142' Gd 3 Y'00'.' E'. x102' -3U'L'2llNAb2 ` (2 1-10 PSE Ie IPJ ,C { P. .. uLOT. W4 06419' 1110..' 1.21EP6EMENTPFR ��\ E,L 1 .91' I.., "IAT ae .4611' 070. 1656Y SITUATE IN ME MST HALF OF SECTION 33, L 23 N, R 1 E., M D.M. LET. neJacm, e W cli N1,,11 IMW NDT IN THE UNINCORPORATED AREA OF 1 LOT07 o omams d WEST QUARTER LORNERSECIYON 39 Y': 1.fia[res e n A CAO 02954 97000' 17.1 BUTTE COUNTY, CALIFORNIA Ip E41 02466 1Q.' 1650 ]'BR/155 CAP 159526"PER (1)(21 `. S2 \\ - g m 3IM >^� S C5 92 ]G lT VO ' f CS ]9 912 5000 H8 2 j n �'i 6-O P•q aPo z3z.e9 'E21 N g id''26) beg?� zm➢ f C52 >510tW 5000' EST4 Es715112 r. SCHUSTER HOMES, INC. _E e0 .3 l m• �N1 CS5 DOCUMENTNO. 2003-0416469dT . ARCH D (24- X 367 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 CANNEOTIONS BEFORE CONSTRUCTION BEGINS. APTING BY: 4 (550)891-0583 19 YCAMOFG VALLEY ROAD GH166, CALIFORNIA 95915 LYNN SMITHS 2®ATT.NET 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 THI5 ENGINEER FOR EACH UNIQUE BUILD. / �4 SETBACK LIN \ \. Q, q GONG/PAINT \ \ \ RS oa LOT V.1 I WASHOUT 1.03 ACRES =5A , \ • / NIB,o i NO SOILS Ak GONG. DRIVEWAY STOCKPILE Z TEMP. PORTA-POTTY L CATION • / OW X GONG. WALK C� d" X CO ER CONN ION: / �' / i to m U. %C CON EGT TO SEWE / S CAL6REEN NOTE: �# SER ICE. �� D' 1 OL$• DURING GONSTRVGTION, ONE OR MORE OF THE FOLLOWING MEASURES 5HALL BE O IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT X ' �� ERO51ON 4 RETAIN SOIL RUNOFF ON THE SITE: �-go O Z /\ Y N l v A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM n z X WATER ON THE SITE. Y- O /N @ 11•� -' \ 9-a B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYS EM, O y..IM O 1 - p p G }.'�p / COLLECTION POINT, GUTTER OR 51MILAR DISPOSAL METHOD, NATER SHALL BE . ' PROPOSED RE51PENVE % FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER MET OD'tL APPROVED BY THE ENFORCING AGENCY. GJ COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEd ENT .n < ,m X {' „:-co ORDINANCE. WV! Q• x ate. fv METHODS. TO MANAGE. SURFACE WATER_INCLUDE: 51AAALES, WATER COLLECTION AND �I v \/ CON .DRIVEWAY V (v,. DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS WX T14ER ATER w MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN cry, .. / •' 6ROUNDWATER RECHARGE. V CIL U E_ROSION_GONTR_O_LPP�AN: � TEMPORARY STRA R• ,� 1) NO SOIL DISTURBANCE SHALL Or -CUR PRIOR TO OBTAINING A BUILDI 6 PERMIT O OR GRADING PERMIT. LILLA OR FLAT TILE ROOFIr1G_ Q) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL. CONTINUOUS OVER 15# FELT OVER 15/5" CVX 5EP�1G_.W/L'UMP: 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH 4 APR RIDGE VENT PLYWOOD WITH ed'S AT 6', 12° C/C. 11 5 PER BUTTE COUNTY 15TH, OR WHEN RAIN 15 FORCASTED. ROOF VENIlLASIOI�1: NA HEALTH DEPARTMENT / 4) SOILS TRACKED OFF SITE INTO STREETS SHALL BE GLEANED UP AT HE END OF SEE ROOF PLAN I ROOF .PITCH 6 / 12 REQUIREMENTS. EACH WORK DAY. VENTILATION GALLS. 5) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE 5TOOKPIL 5 SHALL BE • -COVERED PRIOR TO A FORCASTED RAIN EVENT. .'CIO -TEF ` • 6) THE ER05ION CONTROL PLAN SHALL BE RE-EVALUATED 4 ADJUSTE PROVIDE PLASTIC. OR " T PROPANE. TANK: `VOe ACCORDINGLY AS THE SITE CHANGES 6 AFTER RAIN EVENTS.. POLYSTYRENE BAFFLES • v 2 10' MIN. FROM BLDG. 1) EROSION CONTROL MEASURES SHALL 6E MAINTAINED. BAFFLES TO MAINTAIN 1' ES_ LC5 � � - HJ PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP.6 TOOLS A ANY OTHER DESIGN d GALLS BY OTHERS CLEARANCE BETWEEN �\1J / LOCATION THAN A DESIGNATED CONCRETE WASHOUT 15 A VIOLATIO OF LAW 6 FA501A 4 GUTTER: INSULATION 6 ROOF SHEATHING. N A SUBJECT TO FINE. CONNECT TO 7x5" ASIC INSULATION CRC, SECTION R506.3. NORTH PROPOSED SHOP DQNNSPQNT5 �1. :20'X50'15' PLATE HEIGHT A r----------------------------------- � � T ENER (ALUE5: Q PROPI2T_Y_OW_N€R: 5/8"GYP. BD.. R -O SLAB -ON -GRADE ~ SGHUSTER HOMES, INC. Q z (0 SCALE: 1' - 20'-O" } CHICO, GA 95915 NIN 9 INSULATION N 2°X6" WALLS z o GRADING: PHONE(530)510-6400 18°ROOF OVERHANG iWINDOWS:LOW E,NON-METALLIC.i ? �4 V GROUND IMMEDIATELY ADJACENT TO i U -FACTOR ®0.30 MAX. i --3-I J _ z 3 145 SOFT RESIDENCE THE FOUNDATION SHALL BE SLOPED D GOI_l_TRAGTOR: TYPICAL SHGG 0 0.23 MAX. IL i O 1105 SOFT GARAGE AWAY FROM THE BUILDING ATA SLOPE �• SGHUSTER HOMES, INC. : R-30 ATTIC INSULATION - L -----------------------------------J O IO V L 42£1. SOFT PORCH RSOF NOT LESS THAN b° WITHIN THE FIRST j PHONE (550) 510-6400 a3 111 AO__00 SOFT PORCH t1 Apr; 1D'(snraSLOPE) qa / i- IL U) 0) 56119 SOFT TOTAL \ SITE ADDRESS:.. NONE CHOSEN YET 2"X 6" STUDS ® 12" C/C CHIC 0, OA 95913 44,"104 SOFTLOT GONSTRUGTIONRERIOp: 12.1% LOT COVERAGE APPROX START; 6/15/20 11 • APPROXEND: 9/15/2011 -cQAzsi_UccO: SHOP: `.. APPLIED OVER 2 LAYERS / OF GRADE D PAPER. 1 000 SdFt Q INSTALL 2" ABOVE PAVED AREAS. . 1 INSTALL 4• ABOVE SOIL •. 5/5 4' CONCRETE SLAB FINISHED CRAVE NATURAL GRADE DATE: GRAVEL FILL 4/14/2011 SCALE: . TI, "A"' SHOWN / ' EOUNRUCTURA DETAILS: STRUCTURAL PAGES FOR DETAILS SCALE: 1/4'. 1'-0" 1�(O(�arrgTl00 4 U OWv SHEET BUTTE COUNTY DEVELOPMENT SERVICES REi,IEMED IFOR G.0 D _� C1 0,A PI....•IANCg. DAT Eq a COPYRIGHT 2011 SUMMIT STRUCTURAL DESIGN - 5TRUGTURAL ENGINEER °"'^0°" LYNN SMITH - DRAFTING STEVE SGHUSTER G:\Users\Lynn\Documents\Ghlef X9 Plans\Schuster - 20' x 50' garage\Schuster Garage.layOUt 8� 5HU5TER HOMES, INC. _�,. 383 RIO LIN DO AVENUE #200, CHICO, CA 95926 .OWNER: RX6Y(HSOHUSTER 4 'I 199SYCAMORE VALLEY ROAD L. (530)894-0H940FFICE. (530)51 -6400 DELL (530)592-4401 WORK �gT¢aR26xRHEE4NlTc. (530)XXXX DELL IA� CHII 95913 EMAIL ADDRESS: SashIDOgGMSN.COm EMAIL ADDRE55: Ryland®SummltGhlco.com EaBw) ABaa 4 �IFRX.'D(Xb630) 510-6400 CELL ": (530) 691-0565 WORK EMAIL ADDRE55: 5ashlDogaIM5N.com EMAIL ADDRESS; tynn5mlth32®ATTnet L.."e.al... A 9-.1 n I III �L- GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUE WHERE REQUIRED. ADDT A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: ALL BOLTS, NUTS, AND�G SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR E.) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL LIPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH ASSUMED MAXIMUM SOIL BEARING =1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE W.W,P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. CONCRETE WITH SOIL OR WEATHER EXPOSURE: LSL EQUIVALENT FRAMING A D BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. BLOCKING INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS C.) #5 BARS AND SMALLER 1 %" BEAM MAX MAXIMUM 1. STUDS SHALL BE STUD GRADE OR BETTER. REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN BEFORE CLOSING IN OR ACOMPLETION OF JOB. #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MECHANICAL IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR BETWEEN CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4 MANUFACTURER TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. CONTROL701NT 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE DOCUMENTS WITHOUTTHE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER 1) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR CMU ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO NSA 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. COL COLUMN MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS CONN CONNECTION F.) WALL SHALL OCCUR ATTHECENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD STRONG -WALL, HARDY FRAME, "Z" WALL, T1 PANEL, OR OTHER SHALL BE VERIFIED BY THE SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. OF FOUNDATION, NAILS SHALL BE GALVANIZED. WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE CONTR CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL OVS OVERSIZE ROUND HOLE CP SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ENGINEER PRIOR TO ORDERING. ALL ANCHOR BOLTS, HOLD DOWN ANCHORS, AND CTSK COUNTERSINK PL STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, DBL ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOC STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". DOUGLAS FIR BRACING, SCAFFOLDING, ETCETERA. MANUFACTURER'S RECOMMENDATIONS. DF -L DOUGLASFIR- LARCH H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED DIA DIAMETER F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL C.) MIS -PLACED ANCHOR BOTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, D IF A PARTICULAR FEATURE OF CONSTRUCTION 15 NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER P/T USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN FOR REVIEW PRIOR TO PLACEMENT. THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR REINFORCEMENT EL HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT G) CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL ICC REPORT. EDGE NAILING E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 1. ROOF SHEATHING: SEE PLANS EXISTING HEIGHTS, STACK 2X PLATS (AND SHIM AS REQUIRED). EXP PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. 8-1 PREFABRICATED ROOF TRUSSES: 2. FLOOR SHEATHING: SEE PLANS USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE 6-2 GENERAL FRAMING: STANDARD EW EACH WAY 3. WALL SHEATHING: SEE PLANS E.) NOTCHED OR CUT STUDS NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE FIN A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. J.) 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. FLOOR DRAWINGS AND CBC 2303.4. SHEAR WALL SCHEDULE APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED, FOR EXTERIOR USE BY THE MANUFACTURER. F.) LET -IN BRACES: LET IN B ACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER B) GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP TOP OF (PLYWOOD) WALL FRAME. STEEL STR PS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN TOC ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION TOF ACCEPTABLE ALTERNATIVE. SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD GAUGE FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY TOP -OF -STEEL CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME GALVANIZED CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED TOP -OF -WALL GLB THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE TN INSPECTION IN ACCORDANCE WITH CBC 1704.2. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. TYPICAL CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. FRAMING FROM THE EFFECTS OF SHRINKAGE. UNO TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. VERT VERTICAL C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER BOTTOM CHORD DEAD LOAD 10 PSF FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR PER PLANS AND DETAILS. OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. JST METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT W/O TYPE III LOW ALKALI. JT JOINT UPLIFT LOAD AS REQUIRED BY THE 2016 CBC 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 6-6 CONNECTIONS: D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE FINISHES. ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.276 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.340, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 4.1 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF REDUCIBLE E) DEAD LOADS: ROOF 25 PSF (INCLUDES 3 PSF SOLAR) AB ANCHOR BOLT K WHERE REQUIRED. ADDT ADDITIONAL 2. SITE WORK / FOUNDATIONS ANGLE ADJ B.) ALL BOLTS, NUTS, AND�G SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE LONG LEG HORIZ. ALT E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE LONG LEG VERT. WASHERS WHERE BEARING AGAINST WOOD. A) ASSUMED MAXIMUM SOIL BEARING =1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT LONGITUDINAL W.W,P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. BUILDING LSL LONG SLOTTED HOLE PROVIDED). BLOCKING LVL C.) ALL BOLTS AND LAG SCR'WS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEAM MAX MAXIMUM 1. STUDS SHALL BE STUD GRADE OR BETTER. BOTTOM BEFORE CLOSING IN OR ACOMPLETION OF JOB. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER BEAT TO FIT 2. ALL POSTS SHALL BE DF -L #1 U.N.O. MECHANICAL BTWN BETWEEN HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MANUFACTURER 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. MINIMUM MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. CONTROL701NT 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL 5. CONCEALED BEAMS SHALL BE DF -L#2 CONSTRUCTION JOINT (N) C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. CLEAR 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. PREFABRICATED WALL FRAMES CMU ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO NSA 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. COL COLUMN NTS THE CONSTRUCTION OF THE FOUNDATIONS. CONC CONCRETE A) PREFABRICATED WALL FRAMES: PREFABRICATED WALL FRAMES SUCH AS SIMPSON CONN CONNECTION F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" CONSTR STRONG -WALL, HARDY FRAME, "Z" WALL, T1 PANEL, OR OTHER SHALL BE VERIFIED BY THE D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, CONT OF FOUNDATION, NAILS SHALL BE GALVANIZED. OPNG CONTRACTOR TO BE OF IPPROPRIATE HEIGHT AND LENGTH FOR THE FIELD CONDITIONS PRIOR CONTR AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW OVS OVERSIZE ROUND HOLE CP TO ORDERING ANY PRODUCTS: DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PDF 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 PERP ENGINEER PRIOR TO ORDERING. ALL ANCHOR BOLTS, HOLD DOWN ANCHORS, AND CTSK COUNTERSINK PL PROVIDED NEW AND WITHOUT EXCESSIVE RUST. DBL SUPPLEMENTAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL DF DOUGLAS FIR PLCS MANUFACTURER'S RECOMMENDATIONS. DF -L DOUGLASFIR- LARCH H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED DIA DIAMETER F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL DJ EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED B) COMPLETE SPECIFICATIONS AND CURRENT ICC REPORT MUST BE AVAILABLE TO THE INSTALLER EA FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. P/T WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON EF FOR REVIEW PRIOR TO PLACEMENT. REINF REINFORCEMENT EL HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL REQ'D REQUIRED G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. SC HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION 8. ROOF FRAMING H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. SHTG CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. (E) EXISTING SIM SIMILAR EXP EXPANSION 8-1 PREFABRICATED ROOF TRUSSES: I) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE 6-2 GENERAL FRAMING: STANDARD EW EACH WAY TO DRAIN TO DAYLIGHT. STIFFENER FF A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE STEEL FIN A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. SQUARE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST STAINLESS STEEL FLR FLOOR DRAWINGS AND CBC 2303.4. SHEAR WALL SCHEDULE APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE SYMMETRICAL FOHC FREE OF HEART CENTER ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO TOP & BOTTOM MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND TOP OF (PLYWOOD) SECTION 180& OF THE 2016 CBC. FAR SIDE TOC TOP -OF -CONCRETE CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF FOOTING TOF C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD GAUGE CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. TOP -OF -STEEL GALV GALVANIZED CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED TOP -OF -WALL GLB 3. CONCRETE / REINFORCING TN FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT C) TRUSS DESIGN LOADS: TYP TYPICAL HDR FRAMING FROM THE EFFECTS OF SHRINKAGE. UNO TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. VERT VERTICAL HORIZ TOP CHORD DEAD LOAD: 15 PSF WP WORKPOINT D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED WWF BOTTOM CHORD DEAD LOAD 10 PSF C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR W/ OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. JST TOTAL LOAD 45 PSF W/O TYPE III LOW ALKALI. JT JOINT UPLIFT LOAD AS REQUIRED BY THE 2016 CBC 6-3 BEAM FRAMING: D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. INVOLVED IN GOVERNING CONSTRUCTION. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LATEST EDITION OF THE ACI 318. SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT F) . SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 5" THICK S.O.G. STOVE, ETCETERA. WITH #4 BARS AT 18" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.276 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.340, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 4.1 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF REDUCIBLE E) DEAD LOADS: ROOF 25 PSF (INCLUDES 3 PSF SOLAR) AB ANCHOR BOLT K KIPS ADDT ADDITIONAL L ANGLE ADJ 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 CONTROL701NT 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 DOUGLASFIR- 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 P Mi T# U'UTTE CCUN7Y DEVELCP^s�NT;i-!3VICES PE!/IEP'VED FOR CODE CV MlFLIANC DATE___( QRCFESS/oNv K. lF� �No. 75688" * E . 6/ 0/18 J�x CIVo�P 9TFOF CALIF 0� 4/14/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS i 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Q U 0 U z V/ 0 LU Op OO m r -I � C. z z 0c M o— re G 1e 0 < cr- LU W (/) U D __ N U O L/)U J W N 0 U T- i 00 0 J REVISIONS: DATE: 4/14/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-177 SHEET: S N FASTENING SCHEDULE (TABLE 2304.10.1) CONNECTION FASTENING'"' LOCATION 1. JOIST TO SILL ORGIRDER3 - Bd COMMON (2 1/2" X 0.131") SD1 NO SCALE 3 - 3" X 0.131" NAILS TOE' NAIL ne 3 - 3" 14 GA. STAPLES TOP PLATE PER 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 6" USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 2-3"X0.131"NAILS TOE NAIL EACH END 2 3/16 2 - 3" 14 GA. STAPLES SSTB20 - SSTB24 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. 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" D.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X.0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 -3" 14 GA. STAPLES PER 16" A35 AT 1'-8� O.C. 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") AB ®2 9 O.C. I°I I`I 3 - 3" X 0.131" NAILS END NAIL RBC AT V-2 O.C. 3 - 3" 14 GA.. STAPLES EDGES, 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") I COMPRESSION 4 - 3" X 0.131' NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES. AT 12" D.C. I SHEAR PLY I° POST AS REQ'D II PER HOLDOWN 2 -. 16d COMMON (3 1/2" X 0.162") END NAIL 3- 3"X0.131"NAILS PER SHEAR 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. I 3" X0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE. AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. HOLDOWN°IPER 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT le D.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162" ) LAP SPLICE 12 - 3" X 0.131" NAILS 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES '. 12. RIM JOIST TO TOP PLATE Bill (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 4/2" X 0.162") SILL PLATE AND AB 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" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - Sd COMMON (27/2- 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"X0.131" 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". X 0.131" NAILS 3 - 3" 14 GA. STAPLES -. 29... JOIST.. TO.. BAND. JOIST -.-- ---- -3---16d-COMMON-(3 1/2"-X 0.162") - - 4.- 3" X 0131 NAILS FACE NAIL 4 -.3" 14 GA STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131 NAILS FACE NAIL 4- 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD' 1/2" AND LESS 6d" SUBFLOOR, ROOF AND WALL SHEATHING (TO. FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d' 2 3/8" X 0.113' NAIL' 7/8" TO 1" 8d' SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1 1/8" TO 1 1/4" 10d°OR 8d' TO FRAMING) 3/4" AND LESS 6d' 7/8" TO 1" 8d• 1 1/8" TO 1 1/4" 10d'OR 8C 32. PANEL SIDING (TO FRAMING) - 1/2" AND LESS 6dr 5/8" 8dr 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" I'd COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4di T- WALL CONTINUES WHERE 2 1/2" MAX. DEPTH FOR 2X4 PLATE OCCURS PER PLAN 3 1/2" MAX. DEPTH FOR 2X6 PLATE 0LL� (5) 16d ++«I + + ++I+ + *_5 1/2" MAX + + A + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATEST126 STRAP, U.N.O., A PER DETAIL BELOW ---,,.,CENTERED ON DISCONTINUITY PROVIDE SIMPSON RPS22 AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM' SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX SEE SHEAR WALL SCHED, 4'-0" MAX 5" MIN PT DF SILL STRAP AT EACH PLATE, TOP PLATE f (2) MIN PER NOTCH --,,,,,PER 6/SDi 17" MIN i 3L X 3" X WASHER .2 9" TYP STUD DIRECTLY UNDER SPLICE, TYP. =j TYPICAL TOP PLATE DISCONTINUITY MASA/MASAP ANCHOR OPTION PER NOTE 4 I I (5) 16d AT CORNER OR INTERSECTING WALL 2" H DIA AB WITH 2" HOOK, TYP FNDN PER PLAN 1 1/2" WALL FRAMING 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 160 SINKERS AT 16" O.C. MAX, TYP. PER PLAN, TYP (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. I 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE NO SCALE a"� .------y- NOTCHING AND BO �J PERMITTED IN THIS Ls/3 Ls i 3 " PIPE AS OCCURS NO SCALE ACTUAL 71 0011 SD1 NO SCALE 1 SDI ne 7/8" TOP PLATE PER 6/SDi 2 1/16" 6" USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 1 3/8" 2 3/16" 2 3/16 STUD DIRECTLY SSTB20 - SSTB24 DBL 2X 6" SIMPSON 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. UNDER SPLICE, TYP. INTERSECTING WALL OR CORNER WHERE OCCURS -i TYPICAL TOP PLATE SPLICE TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM FACE OF SHEATHING. IN LIEU OF THE INSIDE TYPICAL TOP PLATE NOTCH DETAIL 9 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE a"� .------y- NOTCHING AND BO �J PERMITTED IN THIS Ls/3 Ls i 3 " 2 RING REGION SDZ BORING NO SCALE ACTUAL 71 0011 SD1 NO SCALE 1 SDI ne 7/8" TOP PLATE PER 6/SDi 2 1/16" 6" 5 1/2" 1 3/8" 2 RING REGION eB C U \J STRUCTURAL WALL STUD NON-STRUCTURAL WALL STUD E C MWIIIEREOST F 0 CURS SILL PLATE ��=J==&SIZE AND AB SPACING PER 3/SD1 STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 71 0011 -1 40% 1 4" ne 7/8" 1 3/8" 1 3/8" 2 1/16" 6" 5 1/2" 1 3/8" 2 3/16" eB C U \J STRUCTURAL WALL STUD NON-STRUCTURAL WALL STUD E C MWIIIEREOST F 0 CURS SILL PLATE ��=J==&SIZE AND AB SPACING PER 3/SD1 STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/2" 7/8" 1 3/8" 1 3/8" 2 1/16" 6" 5 1/2" 1 3/8" 2 3/16" 2 3/16 3.1/4" 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. STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMER/S 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 ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X6 (1) 2X6 UP TO 14'-0" (2) 2X8 (1) 6X8 DF#1 GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. NOTE: SEE 8/SD1 FOR TYPICAL STUD 4.) SEE, 3/SD2 FOR REQUIRED ADDITIONAL REINFORCING AT STRONG -WALL SB ANCHORS. PENETRATIONS, AND SEE 9/SD1 FOR TYPICAL TOP 5.) USE ANCHOR MANUFACTURER HOLDOWN TEMPLATES AND STABILIZERS TO ACCURATELY PLATE NOTCHES. POSITION ANCHORS. TYPICAL WALL FRAMING PENETRATIONS 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 NO SCALE SD1 NO SCALE SDI NO SCALE SD1 CORNER WHERE OCCURS (5) 16d NAILS AT PERMIT it TOP PLATE PER 6/SDi LAPPED CORNERS, TYP-,,,,,, BUTTE COUNT Y DEVCLOPME NT SEFIVICES ADD TOP REINF. AT F3x5 FOOTINGS PROVIDE PANELS MFR, 1/8 THICKNESS 3" CUR, TYPP� A BLOCK AT A 3" CLR-� 6" O.C., TYP 3" CLR REINFORCE WITH #4 16" MAX FTG TYPE PER PLAN AT 6" O.C. E.W. SPACING a. Common or box nails are permitted to be used except where otherwise stated A b. Nails spaced at 6 Inches on center at edges, 12 inches at Intermediate supports except 6 Inches at supports where spans ore 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. A 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"; lod - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; ad - 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.B 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. 1. 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)- } 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 (nches at intermediate supports. L For roof sheathing applications, 8d nails (2 1/2" x 0.113') are the minimum required for wood structural panels. St les shall have minimum crown width of 7/16 Inch FOOTING SCHEDULE FOOTING TYPE HOEDOWN SCHEDULE (*SEE ALL NOTES BELOW*) THICKNESS, U.N.O. F1.5 SIMPSON HOEDOWN MODEL NUMBER MINIMUM HOEDOWN POST SIZE DISTANCE FROM 'CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 - SSTB24 10 SCREWS 6" SIMPSON STRONG -WALL SB (2) SWSB-AB1x24 NA b" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. NOTE: SEE 8/SD1 FOR TYPICAL STUD 4.) SEE, 3/SD2 FOR REQUIRED ADDITIONAL REINFORCING AT STRONG -WALL SB ANCHORS. PENETRATIONS, AND SEE 9/SD1 FOR TYPICAL TOP 5.) USE ANCHOR MANUFACTURER HOLDOWN TEMPLATES AND STABILIZERS TO ACCURATELY PLATE NOTCHES. POSITION ANCHORS. TYPICAL WALL FRAMING PENETRATIONS 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 NO SCALE SD1 NO SCALE SDI NO SCALE SD1 CORNER WHERE OCCURS (5) 16d NAILS AT PERMIT it TOP PLATE PER 6/SDi LAPPED CORNERS, TYP-,,,,,, BUTTE COUNT Y DEVCLOPME NT SEFIVICES ADD TOP REINF. AT F3x5 FOOTINGS PROVIDE PANELS MFR, 1/8 THICKNESS 3" CUR, TYPP� A BLOCK AT A 3" CLR-� 6" O.C., TYP 3" CLR REINFORCE WITH #4 16" MAX FTG TYPE PER PLAN AT 6" O.C. E.W. SPACING a. Common or box nails are permitted to be used except where otherwise stated A b. Nails spaced at 6 Inches on center at edges, 12 inches at Intermediate supports except 6 Inches at supports where spans ore 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. A 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"; lod - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; ad - 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.B 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. 1. 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)- } 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 (nches at intermediate supports. L For roof sheathing applications, 8d nails (2 1/2" x 0.113') are the minimum required for wood structural panels. St les shall have minimum crown width of 7/16 Inch FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 V-6" V-6" 12" F3x5 3'-0" 5'-0" 18" AS ALL STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. GAP BETWEEN AND 1/2" DIAMETER (°� FIELD NAIL PER NAIL SIZE A35 AND RBC LOAD REQ'D BY I I I SHEAR WALL SCHED. AND SPACING CUP SPACING (PLF) " MIN MUDSILL I Sd ®6" O.C. " 8d ®12 O.C. A35 AT V-8" O.C. 260 AB ® V-9" O.C. II II la ENPER SHEAR RBC AT 1'-8" O.C. 2X MUDSILL I WALL SCHED. Bd 0 12" O.C. A35 AT 1'-8� O.C. 350 AS R-_Q'D AB ®2 9 O.C. I°I I`I II 11 O RBC AT V-2 O.C. EDGES, TYP I I COMPRESSION SIMPSON STRONG -WALL SB WITH MODEL NUMBER PER PLAN I SHEAR PLY I° POST AS REQ'D II PER HOLDOWN PER SHEAR SCHEDULE I WALL SCHED. I=I I°I II STUD HOLDOWN°IPER 411jj,j,.'j"',j,1 SCHEDULEII°IIIIII°I SILL PLATE AND AB SIZE/SPACING PER SCHED, " M. aP 12 n, For roof sheathing applications, fasteners spaced.4 inches on center at edges, 8 inches at intermediate supports. FOUNDATION PER PLAN MAX. o. Fasteners spaced 4 inches on center of 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. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS DATE._ �..I_'ZLa--.-_-DE TUWPLIANIC 81--6-' SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) Q2X 6 MUDSILL 12d ®7 O.C. Sd ®6" O.C. " 8d ®12 O.C. A35 AT V-8" O.C. 260 AB ® V-9" O.C. RBC AT 1'-8" O.C. 2X MUDSILL 12d ® 5" O.C. 8d 0 e O.C. Bd 0 12" O.C. A35 AT 1'-8� O.C. 350 4* AB ®2 9 O.C. , RBC AT V-2 O.C. SIMPSON STRONG -WALL SB WITH MODEL NUMBER PER PLAN 1650 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: e X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL FASTENING SCHEDULE 10 TYPICAL SPREAD FOOTING SCHEDULE TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SD1 NO SCALE SD1 NO SCALE SD1 NO SCALE SD1 QROFESS/pNq K. n a0.. 75688 * E . 6/ 0/18 JN CIV1\- gTFOF CAoii 011 4/14/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS r e 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com a v swswsws� O U Ljj O NN ® / O C0 e--1 = z N •••tom Z �OC � G U 0< � 11J CC N U O (1) J 5W G U N L O ` 00 0 REVISIONS: DATE: 4/14/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-177 SHEET: SDI STRONG-WALL ANCHOR PER 2/SD1 AND SB PER PLAN HOLDOWN NUT AND WASHER (2) #4 WITH STD HOOK EACH END 4/14/17 TYR THESE PLANS HAVE BEEN REVIEWED 1/2" ISOLATION JOINT FOR COMPLIANCE ONLY WITH THE (2) #3 HAIRPINS X `�-.....1-Typ CONCRETE SLAB-ON-GRADE A�ACHED CALCULATINS STRUCTURAL AROUND BOTH ANCHORS PER PLAN. SLOPE PER ARCH AS REQ'D SLOPE GRADE 8" MI' N "" ELEV. PER ARCH � ' AWAY FROM FNDN 1 1/2" CLR o0 0.:.,. (2) #4 PER 2/SD2 —� #4 VERT AT 16" D.C. I 10" MIN. (2) #4 PER 2/SD2 18" MIN. #4 AT 6" O.C. EACH _WAY, TOP AND BOTT. 6" MIN. 3" CLR FTG PER PLAN 18" MIN. 18" MIN. 383 Rio Undo Ave. Suite 200 NOTES: Chico, CA 95926 1.) SEE HOLDOWN SCHEDULE 2/SD1 AND DETAIL 2/SD2 FOR ADD'L INFO. P. 530.592.4407 SummitChico.com 2.) PRIOR TO ORDERING STRONG-WALL SB, AND AGAIN PRIOR TO POURING CONCRETE, CONTRACTOR SHALL VERIFY IN FIELD THAT STRONG-WALL SB WILL FIT IN WALL AS DETAILED.'. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ENGINEER OF RECORD IMMEDIATELY. TYPICAL STRONG-WALL SB FNDN DETAIL C 3 NO SCALE SD2 a U U U z 1/2" MIN 1/2" MINT O i (8) 1/4"x6 3/4" T ��SDS HEAVY DUTY PROVIDE 8" MIN WIDTH STEM BEYOND DBL TOP PLATE CONNECTOR PER 3/SD2 WITH (2) #4 TOP HOOKED ^— PER 6/SD1 SCREWS AT EACH END AND #4 VERT 16" OC, 1/2" UP AT GARAGE O 0 (3) MIN PER WALL SEGMENT DOOR OPENING O m �j� ; " WHERE REQUIRED O OPTIONAL 7/8 MAX THICKNESS OSB to '��� �X ��/% 1/2" ISOLATION JOINT 1/2" ISOLATION SHIM, AS REQ'D — A/ z z JOINT BEYOND L.{� SIMPSON STRONG-TIE / j / PAVEMENT AND Ste_— ��PE"" ELEV. PER ARCH Q STRONG-WALL SB PANEL ;/ �� �� SUBGRADE BY OTHERS -J ' �: t ONCRETESLAB-ON- � � O ;r��. 4k� o GRADE PER PLAN. NATURAL -_ p° SLOPE PER ARCH AS GRADE LINE - _ ELECTRICAL , " o REQ'D0 a CHASE IN — ( ) rvo WALL PANEL 16" MIN 11/2" (2) LAYERS OF w N NOTES: CLR , , BUILDING PAPER 3" CLR UJ 1.) PRIOR TO ORDERING STRONG-WALL SB CONTRACTOR SHALL VERIFY IN L_ _ _ � LU V) FIELD THAT STRONG-WALL SB WILL FIT 1N WALL AS DETAILED. ANY (2) #4 CONT P DISCREPANCIES SHOULD BE BROUGHT TO THE ENGINEER OF RECORD SPREAD FOOTING �-12"� THIS UNE Ln �_, IMMEDIATELY. PER PLAN, BEYOND I"'� D = y 2.) ADJACENT FRAMING NOT SHOWN FOR CLARITY. V J U 0 TYPICAL STRONG-WALL SB DETAIL 5 TYP GARAGE DOOR OPENING FNDN DTL F2LU -� NO SCALE SD2 NO SCALE �7 SD2 Q PF_HMil#_.1.- U [.,—.-- __._ r ( \.. aI, .. _. _ _. _. _..... .. _.. ..... .... _ BUTTE COUNTY DFVELOPMENT SERVICES J IN - m � � FOR 0 �E�i9 si I CODE C0 _ye3JI CE U BY 00 WALL FRAMING PER PLAN 0 J SHEAR PER PLAN PT DF SELL AND AB PER 3/SD1 WHERE OCCURS— ROOF PLY AND NAILING PER PLAN 1/2" ISOLATION JOINT RBC CLIP PER SHEAR WALL SCHEDULE, ROOF TRUSSES CONCRETE SLAB-ON-GRADE OTHERWISE 4'-0" D.C., TYP. BY OTHERS EN PER PLAN. SLOPE PER ARCH AS REQ'D E.N\ 6" MIN, U.N.O. II ELEV. PER ARCH jh REVISIONS: SOLID BLOCKIN \ SLOPE GRADE 8" MIN I AWAY FROM FNDN H2.5T EA. TRUSS_-: o o Oo AND E.S. AT 4 MULTI-PLY TRUSSES #4 AT 24" OC VERT, # E.N. AT 18" OC HORIZ, WHERE �— " FASCIA BY OTHERS TOP PLATE PER 6/SD1 STEM WALL HEIGHT > 1'-6" I 6 12 MIN, U.N.O. #4 CONT TOP AND BOTT, U.N.O. SHEAR PER PLAN -\ - DATE: 4/14/17 3" CLR. TYP �12» \SPREAD FOOTING PER PLAN WHERE OCCURS SCALE: NTS WALL FRAMING PER PLAN DRAWN BY: RKB NOTE: SEE HOLDOWN SCHEDULE FOR ADDITIONAL STEM NOTE: SEE DETAIL 5/SD2 FOR ADD'L INFO AT SIMPSON STRONG-WALL SB PANELS. WALL WIDTH REQUIREMENTS AT CONTINUOUS JOB NUMBER: 17-177 FOOTINGS SUPPORTING SHEAR WALLS. SHEET: TYPICAL EAVE DETAIL 4 TYP EXTERIOR GARAGE WALL FNDN DETAIL 1 c r i NO SCALE SD2 NO SCALE SD2 917- C170a