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INSTALL(3)20d HOT-DIPPED GALVANIZED ; <br /> INSTALL(3)20d HOTOPPED GALVANIZED NAILS 2*INTO EA POST FACES ADJACENT <br /> P.T.POST P .POST <br /> NAILS TIMID EA POST FACES ADJACENT TO CONCRETE SLAB AT MID-SLAB DEPTH ATTACH EA PURLIN TO PURLIN <br /> PER PLAN INSTALL(2)NAILS IN EA <br /> TO CONCRETE SLAB AT MID-SLAB DEPTH (NOT REQUIRED IF NO SLAB) i BLOCK WI(3)NAILS <br /> END OF PURLIN OVERLAP- <br /> CONCRETE SLAB PER PLAN CONCRETE SLAB PER PLAN ROOF CONSTRUCTION <br /> ROOF CONSTRUCTION <br /> (IF PRESENT) PER DETAIL 1,6 <br /> PER DETAIL 1.6 <br /> • =fr. 'IMIntliglwirsct‘ <br /> I — t,-.. 1 , , IIIIVA1111111,111.11.111MMI <br /> INSTALL(2)NAILS IN EA y'''). !4+': GRANUR BACKFILL PER PLAN ;''' ONCRFTE BACKFILL PER PLAN • • • <br /> FT ':1!".. I:V: INSTALL PER CONSTRUCTION NOTES k I ":" , ' /7 INSTALL PER CONSTRUCTION NOTES END OF PURLIN OVERLAP <br /> t":: ';:4 1M1 11 I * * 1 1 <br /> HOLE EMBEDMEN'It':1:', F41.,i HOLE EMBEDMEN II, <br /> , , .......t . II IF <br /> DEPTH PER DEPTH *A:I" ;!.it•I DEPTH PER DEPTH a t 4 k <br /> r ; Ili INSTALL(10)20'I.,,,HOT-DIPPED GALVANIZED p..--..4,0,0114"-' ATTACH INSIDE PURLIN TO <br /> li ki _ <br /> N , <br /> NAILS 2"I TO(2;POST FACES FOR POST .— EDGE OF BLOCK lAII(1)NAILS — — PURLIN PER PLAN <br /> 6*THICK CONCRETE PAD <br /> 6'141144/ INSTALL PER CONSTRUCTION NOTES t ATTACHMENT TO CONCRETE BACKFILL TRUSS TOP <br /> irakliti <br /> 2X6 FLAT BLOCK <br /> CHORD OR RAFTER <br /> ATTACH 2X OR 4X PURLIN BLOCK <br /> ATTACH TO EA TRUSS TO EA TRUSS TOP CHORD OR <br /> DIAMETER I._ DIAMETER 6'THICK CONCRETE PAD WI(3;NAILS RAFTER Wi(2)NAILS <br /> PER PLAN *-- PER PLAN INSTALL PER CONSTRUCTION NOTES TRUSS TOP CHORD <br /> DETAIL 1.1 DETAIL 1.2 DETAIL 1.4 <br /> 3 <br /> POST EMBEDMENT DETAIL POST EMBEDMENT DETAIL DETAIL 1. PURLINS STACKED AND OVERLAPPED <br /> GRANULAR BACKFILL CONCRETE BACKFILL PURLINS STACKED AND OVERLAPPED (REQUIRED ONLY AT OVERHANG) <br /> 111 <br /> .E. <br /> ir, INSTALL M6*OSB OR 112'CDX PLYWOOD f--GIRT PER DWG Si.0 <br /> PURLIN PER PLAN <br /> ... r , SHEATHING OVER PURLINS i _......4 <br /> kk. ATTACH Wi Bd NAILS e'0,C,EDGES& --..-'-'—‘Tht INSTALL 7/16*(MIN)EXTERIOR GRADE <br /> —ATTACH EA GIRT TO @ ,1 <br /> , 12'0.C,FIELD <br /> POST WI(3)NAILS ri—I-—:—--- WOOD SHEATHING OVER GIRTS <br /> NO ITERMEMATE BLOCKING REQUIRED .„ I <br /> t I, <br /> P TYP ENTIRE ROOF ATTACH WI ed NAILS 6)6*0,C.EDGES& <br /> i ,1 <br /> 17 O.C.FIELEt OR AS INDICATED IN <br /> i COMPOSITION ROOFING OVER <br /> : i !1 3 i TABLE 2 ON THE ELEVATION VIEWS DWG <br /> WOOD SHEATHING INSTAL!.2X BLOCKING AT ALL <br /> 1--- . i 1 INTERMEDIATE EDGES <br /> .—1 -L. I--4'—-;"---' <br /> .,r,: _:,_: TYP ALL WALLS <br /> Ar--A--- r---1 <br /> MI IIIII <br /> 11111 <br /> DETAIL 1.5 DETAIL 1.6 DETAIL 1,7 <br /> ROOF SHEATHING ROOF SHEATHING WALL SHEATHING <br /> — <br /> DETAILS <br /> ~..", <br /> DRAWING NO.: Di.0 OWNER:KIRK KLAWITTER <br /> 41/01/,'AttriPAN' REV.: 0 SHEET: 5 1-"ATI°N:2107 122ND PL.SE <br /> l'4' ,•'%' ' i'''V <br /> , 1•4'; PROJECT NO.: 11905073 EVERETT,WA.98208 <br /> .. * <br /> ° DATE:31 MAY 23019 SCALE: NTS DRAWN BY:SA <br /> GENERAL NOTES . 6/ 1 . g ' <br /> ... • 3i9.188,4.1 ' South Valley Engineering <br /> 1. ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED .., ., ,• <br /> - Nallilli.— 4742 Liberty Rd.S#151 * Salem,OR.97302 . <br /> *i.,„.,. , A <br /> 2. METAL BUILDING INSULATION IS NOT REQUIRED BUT IS RECOMMENDED TO REDUCE OR (01 ‘° ', Ph.(503)302-7020•Fax(888)535-6341 <br /> PREVENT CONDENSATION <br /> I www.southvalleyengineering.com <br /> , <br />