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NOTCHED POST
<br /> 6" LONG TIMBERLOK
<br /> PER PLAN Lir---- glin
<br /> FROM UNDER SUPPORT
<br /> INTO BOTTOM OF GIRDER GIRDER Daniel C.Smith,FE
<br /> 7 PER FLAN Consulting Engineers
<br /> 13237 Melvin Arnold Road
<br /> PR:a 9leir,gsh4,4N.6C05207e6x1 t3 I
<br /> + I I I I
<br /> or 1
<br /> + F:877.841.605n
<br /> E:clecksoodansmithpe.corn
<br /> RESIDENTIAL
<br /> ..„..77.- FREE
<br /> -IL' STANDING
<br /> 6x6 PT SUPPORT BRACE DECK
<br /> BETWEEN UNDERSIDEDECKING ,,
<br /> OF GIRDER TO SIDE OF
<br /> POST ON BOTH SIDES 7 GIRDER PER PLAN
<br /> I 1
<br /> /1 i-2F
<br /> 6"LONG TIMBERLOK w/ FJ PER PLAN
<br /> FJ PER PLAN (TYP) 1/2"0 COUNTERSINK 1
<br /> HOLE 2"DEEP T2f
<br /> —v. ...i....
<br /> it.
<br /> r-
<br /> i FLUSH GIRDER CROSS BRACING iit.
<br /> T-2F SCALE:1"=1'-0" PLAN VIEW
<br /> A-)
<br /> 75 co C)
<br /> ,-1 , Z - A,,-,te"1 ;•-4 ry N
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<br /> totO -1-' C7\
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<br /> I
<br /> 1 Ej)'
<br /> '0 6x6 PT SUPPORT
<br /> .„,.
<br /> raa '
<br /> l.RAPI IIL SCA!I ONO
<br /> mm; t BRACE (TYP) • -----
<br /> 0 3 n `, 17. V
<br /> li
<br /> 1- 1
<br /> 10 ) 10
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<br /> JOI1P CI .
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<br /> C\I r.1-1
<br /> At.,,,l''f 1A"0 THRU BOLT w/
<br /> „...,,., ,',41:,/. • •4:.:.4'it,z,..0 WASHER&NUT DCSPF.#: 18-D-0128
<br /> ,4i
<br /> 3/ ' AA.' - tt .`'' : . in 13/4"0 COUNTERSINK Drawn By: BML
<br /> #,-.1, ,,<Q1,r4`,v..i., 4N‘ .\„t HOLE 3"DEEP EACH SIDE Revision History:
<br /> LI PI - r' Rq, -.'
<br /> ) , --/V---
<br /> Elt,0 io 2 - NOTCHED POST PER PLAN
<br /> 12.' /ifJ' X For Construction
<br /> 'r 00457-1 t AN"iro,*
<br /> to',t,IA' ‘:;r• , , . ,,,,/,..2 2 FLUSH GIRDER CROSS BRACING —Not for Construction
<br /> SCALE:1"=1 -0' ELEVATION VIEW So Sheet:
<br /> of,1-5
<br />
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