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/ 8'-0" 2'-6" di, l'-O" 2'-6" 8'-0" / <br /> BWP-E1BWP-E BP-E <br /> 2421. "-x 44'-a" 2.6 x-4.O <br /> ItI1 I <br /> w i 6x8DP02 6x8DF02 W <br /> • Q 3 I I I I <br /> v 06 I I i i 00 <br /> I I I I <br /> I I i I <br /> 2x6DF*2st -s • 16" OC (Typ) I I <br /> ? I O I QIn cn <br /> I I <br /> Additional Permits Are Requiredco <br /> I ' <br /> �I <br /> For This Project To Include: N I <br /> II mir <br /> ❑ Plumbin I 6" concrete foundation wall 0 I I <br /> 9 ❑ Sprinkler I <br /> ❑ Mechanical ❑ Fire Alarm a <br /> ET I I k <br /> Electrical <br /> o I � <br /> 4 <br /> It I I <br /> n <br /> cli <br /> 30 YEAR ARCHITECTURAL ROOFING Roof trusses to be designed 17 I o <br /> and drawing prepared by. <br /> ENG.d&PRE-MFG'D TRUSS @ 2'O.C. ' I v I ' <br /> 4 State licensed structural I I r <br /> • <br /> 7/16"4'X8'OSB SHEATH.W/PLY-CLIPS •• '-ki <br /> SOLID BLOCK BETWEEN EA.TRUSS I ' I <br /> s I ii <br /> 12 I 16 x 8 Garage door w/ <br /> I4 I plain glass on top panel a] <br /> -� I I E I I <br /> m <br /> 0.. <br /> SIMPSON H.1 TRUSS CLIP -' 16„ 5/4"x 6"WHITEWOOD I I <br /> I I <br /> ut <br /> 2x6 DOUBLE TOP PLATE I I I a. <br /> 10' ceiling height at garage doorI 3 <br /> DOUGLAS FIR HEADERS 6"REVEAL HARDIEPLANK SIDING I I 01 <br /> OVER TYVEK HOUSEWARP ONI <br /> (SEE FLOOR PLAN) to I i <br /> 7/16"OSB SHEATHING NAILED w/8d GaIv 0- <br /> 2"X 6"STUDS @ 16"O.C. 6"O.C.EDGES 12"O.C.FIELD 0 I L 5 1/8 x 15 24f' V 4 GLS I I <br /> _, <br /> v vL _.J1 (I <br /> 1/2"DIAMETER BY 10"LONG T6'-0 <br /> ANCH`P MIN.(10R BOLTS @ 48")BOLT WITHIN 120.C."OF 5111P-E WP-E <br /> 4'-0 16'-2 T-10" / <br /> m W <br /> END OF EACH PIECE ``'2x6 PTD SILL PLATE <br /> W/3"X 3"X 1/4"GALV WASHER FINISHED GRADE <br /> r t 6"MIN / 28'-0" <br /> I <br /> . i / <br /> 4"CONCRETE SLAB WITH 12"MIN,3'-0"MAX 1/4' , 11 <br /> FIBER MESH OVER 6MIL VISQUEEN 6"'o —� Floor Plan = i -O <br /> / f <br /> s h 6" 4" PERFORATED PVC pipe with <br /> _/ #4 HORIZ @ 24"O.C. r� p p <br /> #4 VERT @ 24"O.C. 12"" '1-1/2" drairrock w/ filter <br /> cloth <br /> Evan Hartwell 8/10/15 <br /> 2)#4 REBAR IN FOOTING - CONCRETE-ENCASED ELECTRODE 921 Colby Ave Y <br /> • (LIFER GROUND) REQUIRED <br /> FOUNDATION CROSS SECTION PER NEC 250.50 23%ett, WA 98201 Pg of,I� <br /> (INSPECTED AT FOOTINGS) <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT <br />