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I P.T,POST INSTALL(3)20d HOT-DIPPED GALVANIZED
<br /> NAILS 2"INTO EA POST FACES ADJACENT
<br /> PE PLAN INSTALL(2)
<br /> ATTACH EA PURLIN TO PURLIN
<br /> R -NN1/4 16d NAILS IN EA
<br /> TO CONCRETE SLAB AT MID-SLAB DEPTH BLOCK Wi(3)16d NAILS
<br /> END OF PURLIN OVERLAP-
<br /> 7.-CONCRETE SLAB PER PLAN ROOF CONSTRUCTION
<br /> PER DETAIL 1.5
<br /> \ /-ROOF CONSTRUCTION
<br /> PER DETAIL 1.5
<br /> • . .anplasffineskum..
<br /> ATTACH EA GIRT TO
<br /> I 5,3-,.,•,;. ..,„;v:
<br /> HOLE EMBEDMEN BACKFILL PER PLAN;IX: ;,".t• INSTALL PER CONSTRUCTION NOTES , INSTALL(2)NAILS IN EA
<br /> • .
<br /> ift E OF PURLIN OVERLAP ND ITMI=Frilill
<br /> • •i • , .
<br /> POST WI(,3)NAILS
<br /> I • • I 1
<br /> irn; .,-.?-,,: \°111 111„-- • • •i •
<br /> DEPTH PER DEPTH :I-.):41? -0..:...I` INSTALL 2X6(MIN)P.T,UPLIFT CLEATS ON Vil V IF k
<br /> .
<br /> PLAN e...,.4 ,.z-.,-; ALL SIDES OF POST AT BOTTOM ---"-' . ATTACH INSIDE PURLIN TO
<br /> '''‘g .7,4 Wolv"'"
<br /> A \L._ y PLAN A ATTACH EA C WI LEAT TO POST (6)NAILS . EDGE OF BLOCK WI(4)NAILS TRUSS TOP A A PURLIi,PER
<br /> ,
<br /> 6 THICK CONCRETE PAD CHORD OR RAFTER
<br /> 2X6 FLAT BLOCK \-ATTACH 2X OR 4X PURLIN BLOCK
<br /> "
<br /> ATTACH TO EA TRUSS - TO EA TRUSS TOP CHORD OR
<br /> DIAMETER INSTALL PER CONSTRUCTION NOTES
<br /> NAILS RAFTER IN/(2)16d NAILS
<br /> 'PER PLAN TRUSS TOP CHORD
<br /> DETAIL 1.1 DETAIL 1.3
<br /> POST EMBEDMENT DETAIL DETAIL 1.2 PURLINS STACKED AND OVERLAPPED DETAIL 1.4
<br /> GRANULAR BACKFILL PURLINS STACKED AND OVERLAPPED (REQUIRED ONLY AT OVERHANG) FLAT GIRT INSTALLATION
<br /> PURLIN PER PLAN INSTALL APA-RATED 7/16"OSB OR
<br /> 7-
<br /> I,NSTALL 7/16"OSB OR 1/2"CDX PLYWOOD 1/2"CDX PLYWOOD SHEATHING
<br /> SHEATHING OVER PURLINS --GIRT PER DWG 51.0 r GIRT PER DWG S1.0 OVER GIRTS
<br /> ":. • = :7_•-• • ATTACH IN!8d NAILS @ 6"0.C.EDGES& i ATTACH WI Bid NAILS @ 6"O.C.
<br /> . .,..„_„_/\,....____,I .., __ _ EDGES &12"0.C.FIELD
<br /> 12"0,C,FIELD ---- -±,- ' 2, -1
<br /> 5 -1. • I INSTALL 7116'(MIN)EXTERIOR GRADE 'BMW''
<br /> NO ITERMEDIATE BLOCKING REQUIRED •/_i -- INSTALL 2X BLOCKING AT ALL
<br /> - - /
<br /> TYP ENTIRE ROOF -4--'I- - -"-- -; WOOD SHEATHING OVER GIRTS
<br /> ! i ! - , I I INTERMEDIATE EDGES
<br /> /- - - TYP ON WALLS PER ELEVATION VIEVVS
<br /> - - )1 r„ - :: ' COMPOSITION ROOFING OVER
<br /> • 1- -7.
<br /> _.(
<br /> ,. .._,\„ .____,\ril. OOD SHEATHING ! I i i 1 i ATTACH WI 8d NAILS @ 6'0.C.
<br /> ,
<br /> , ,
<br /> , , . „
<br /> • . ,
<br /> : • ` ' ' FOGF&12"0 C FIELD
<br /> . ,. ,
<br /> ., •
<br /> OR AS INDICATED IN TABLE 2
<br /> ' 1 ON THE ELEVATION VIEWS DWG
<br /> C.-- - ,- INS!ALL 2X BLOCKING AT ALL • I'•I 7 _ _ ,_
<br /> I I ./TT T1, , TXTERIOR GRADE LAP SIDING
<br /> —,c0V--":-PER CONTRACTOR
<br /> •• -- —--- - -- ATTACH TO WOOD SHEATHING
<br /> ',- ' I INTERMEDIATE EDGES - - - PER SIDING MANUFACTURERS
<br /> TYP ALL INALLS SPECIFICATIONS
<br /> DETAIL 1.5 DETAIL 1.6 DETAIL 1.7
<br /> ROOF SHEATHING WALL SHEATHING WALL SHEATHING
<br /> SHEATHING DETAILS
<br /> /i DRAWING NO.: D1.0 OWNER'RUSSELL CLARK
<br /> AY' #itt74'40%
<br /> REV.: 0 SHEET: 6 LOCATION:9 74TH ST SW
<br /> PROJECT NO.: 11908050 EVERETT,WA.98203
<br /> DATE: 12 SEP 2019 SCALE: NTS DRAWN BY:EM
<br /> ill/ /
<br /> / 9
<br /> ....:!:: . , •-__i I 10
<br /> .,: South Valley Engineering
<br /> , -....1 %kszsi$
<br /> rs.17
<br /> 4742 Liberty Rd.S#151• Salem,OR.97302
<br /> Ph.(503)302-7020•Fax(888)535-6341
<br /> www.southvalleyengineering.com
<br />
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