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_ P.T.POST <br /> PER PLAN O\ EXISTING CONCRETE SLAB c-vo-A- DST INSTALL(2j NAILS IN EA ATTACH EA PURLIN TO PURLIN <br /> u BLOCK W (3)NAILS <br /> 1 PER PLAN CANS vpioc cv—F1 ROOF CONSTRUCTION END OF PURLIN OVERLAP <br /> See el\ANYL, C►�J 5 PER DETAIL 1.6 ROOF CONSTRUCTION <br /> _`' .. co1NL a DEATAIL 1,6 <br /> • ' e ''' R BACKFILL PER PLAN <br /> ,gym INSTALL(2 NAILS IN EA <br /> INSTALL PER CONSTRUCTION NOTES END OF PURLIN OVERLAP I• . . • •I <br /> HOLE EMBEDMEN frt y5. 1�LL <br /> DEPTH PER DEPTH .. INSTALL 2X8(MIN)P.T.UPLIFT CLEATS ON • <br /> PLAN ALL SIDES OF POST AT BOTTOM _ , ATTACH INSIDE PURLIN TO W. -- —!` <br /> a :iiiiiitiika ATTACH EA CLEAT TO POST t'(i(6) EDGE OF BLOCK W/(»)NAILS1:1 V1 <br /> HOT DIPPED GALVANIZED TAILS TRUSS TOP r A PURLIN PER PLAN <br /> 6 THICK CONCRETE PAD 2X6 FLAT BLOCK CHORD OR RAFTER <br /> INSTALL PER CONSTRUCTION NOTES ATTACH TO EA TRUSS ATTACH 2X OR 4X PURLIN BLOCK <br /> DIAMETER INSTALL (3)MAILS TO EA TRUSS TOP CHORD OR <br /> PER PLAN TRUSS TOP CHORD RAFTER WI(2)NAILS <br /> DETAIL 1.1 DETAIL 1.3 DETAIL 1.4 <br /> POST EMBEDMENT DETAIL PURLINS STACKED AND OVERLAPPED <br /> GRANULAR BACKFILL PURLINS STACKED AND OVERLAPPED <br /> (ONLY AT OVERHANG) <br /> IIINSTALL 7i16'(MIN)EXTERIOR GRADE <br /> — INSTALL 7116"OSB PLYWOOD WOOD SHEATHING OVER GIRTS <br /> MI= SHEATHING OVER PURLINS ATTACH W/NAILS @ 6`O.C.EDGES&12'O.C.FIELD <br /> PURLIN PER PLAN ATTACH WI NAILS a'6`O.C.EDGES INSTALL 2X BLOCKING AT ALL INTERMEDIATE EDGES <br /> 111 &12"O.C.FIELD TYP ALL WALLS INSTALL �9 X 1=(2'SCREWS ' <br /> 2X STRONGBACK PER DWG S1.0 AT THE i !. NO ITERMEDIATE BLOCKING REQUIRED NEOPRENE WASHERS @ 9"O.C. <br /> TOP EDGE OF EVERY OTHER GIRT TYP ENTIRE ROOF ; GIRT PER DWG Si.0 FIELD PLACE SCREWS NEXT TO EA <br /> ATTACH TO EDGE OF FLAT GIRT :II LARGE RIB AS SHOWN <br /> WI NAILS @ 8"O.C. i =1 SEE NOTE 1 11=' .II '.` PAINTED OR GALVANIZED 29 GA WIN)RIBBED .1 METAL SHEATHING OVER V'OOD SHEATHIING 1 `WOOD SHEATHING <br /> ATTACK EA GIRT TO A g I I ,' ROOF FRAMING <br /> P POST WI(3)NAILS ATTACH METAL SHEATHING PER DETAIL 1.8 [ I s <br /> ..�_. ,....�.. 5Mill !.—_t;__ i_ i ......... 1. <br /> IP <br /> DETAIL 1.8 <br /> DETAIL 1.5 DETAIL 1.6 DETAIL 1.7 SCALEX2 <br /> FLAT GIRT INSTALLATION W/STRONGBACK METAL SHEATHING ATTACHMENT <br /> EVERY OTHER GIRT ROOF SHEATHING WALL SHEATHING STANDARD SCREW SCHEDULE <br /> DETAILS <br /> ith DRAWING NO.: D1.0 OWNER:ARTHUR YOUNG <br /> ,� p` '!r`,7 t,� REV.: 0 SHEET: 5 LOCAT1ON:921 105TH PL.SE <br /> f I PROJECT NO.: 12111043 EVERETT,WA.98208 <br /> GENERAL NOTES t ` <br /> 1. ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED DATE: 12 JAN 2022 SALE: NTS DRAWN BY: RCC <br /> 2. UPLIFT CLEATS AND/OR CONCRETE BACKFILL ARE NOT REQUIRED UNLESS SPECIFIED ON 1, 89 South Valley Engineering <br /> THE PLAN VIEW 4742 Liberty Rd.S#151• Salem,OR.97302 <br /> 3. METAL BUILDING INSULATION IS NOT REQUIRED BUT IS RECOMMENDED TO REDUCE OR " %NAL Ph.(503)302-7020•Fax(888)535-6341 <br /> PREVENT CONDENSATION www.southvalleyengineering.com <br />