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<br /> <br /> <br />DOUBLE TOP PLATE <br /> <br />2x4 FRAMING @ 16" O.C. <br /> <br />o l? <br />uJ...Jz <br />l?...J- <br /><(<(:2: <br />:2:~~ <br />;3 Ll.. <br /> <br />DOUBLE <br />TOP PLATE <br /> <br /> <br /> <br />INSTALL 2x4 <br />"SCAB" AS <br />SHOWN <br /> <br />'r--- <br /> <br />~ <br />01- <br />OI <br />Zl? <br />~w <br />.I <br />>< <br />uJ <br /> <br />12d COMMONS <br />@6"0.C. <br /> <br />9 <br />N <br /> <br />~ EX, JACK <br /> <br />SIMPSON DSP . STUD TO DOUBLE <br />TOP PL\TE - SPACED AT 32" O.C. <br />TYPCIAl. ENTIRE PERIMETER OF RESIDENCE <br /> <br />EX, WINDOW - CLOSED IN - FRAMING REPAIR DETAIL <br />SCALE: N.T.S. <br /> <br />THESE DRAWINGS DO NOT INDICATE OR CERTIFY THAT THE EXISTING STRUCTUFE Ci~N OR WILL RESIST ANY STATED <br />WIND LOADS OR GRAVITY LOADS. THESE DRAWINGS REPRESENT THE ENGINEERS BEST ATTEMPT AT REINFORCING AND <br />PROVIDING A STRUCTURE THAT IS MORE ABLE TO RESIST THE ABOVE STATED LOADS THAN THE ORIGINAL EXISTING <br />STRUCTURE INSPECTED ON 03-06-06. <br /> <br />FRAMING REPAIR DETAIL <br />SCALE: 1" = 1 '-0" <br /> <br />\ <br />L WOOD HEADER <br /> WINDOW OPENING <br /> SEE DRAWINGS <br /> DOOR OPENING <br /> SEE DRAWINGS ~ <br /> I- 2x4 FRAMING @ 16" O.C. , <br /> L NEW TRIPLE PT 2x6 BEAM <br /> EX. FOUNDATION <br /> I <br /> <br />FRONT WALL REPLACEMENT DETAIL <br />SCALE: N.T.S. <br /> <br /> <br />SIMPSON H10-2 / <br />TYPICAL ALL ROOF <br />MEMBERS TO WALL <br />CONNECTIONS <br /> <br />R 0 TO WALL DETIAL <br />SALE: "= 1'-0" <br /> <br /> <br />ALL CORNERS 12d COMMONS @ 6" O.C. - HT. OF WALL <br /> <br />LOWER PLATE <br /> <br />TOP PLATE <br /> <br />12d COMMONS AT CORNER <br /> <br />OVERLAP TOP PLATES AS SHOWN <br />ALL DAMAGED PLATES SHALL BE REPLACED <br />WITH 2x4'S WITH "SCABS" EXTENDING A MINIMUM <br />OF 24" BEYOND THE DAMAGED AREA FASTENED <br />WITH 12d COMMONS @ 6" O.C. <br /> <br />TOP PLATE FRAMING REPAIR DETAIL <br />SCALE: 1" = 1 '-0" <br /> <br />12D COMMON I! 6'ee <br />AT 2x4 BLOCKING <br />GABLE TRUSS <br />2x4 I! 6'-D'ee <br />OVER BLOCKING <br />GAlO ~ 6'-D'ee <br />ABLE TO "'ALL <br /> <br /> <br />2-l2D COMMON <br />AT EACH TRUSS <br /> <br />12D COMMON <br />AT BLOCKING <br /> <br />2x4 STAGGARD BLOCKING <br /> <br />2x4 CROSS- <br />BRACE wi 2-12cl <br />COMMONS <br />EA TRUSS <br /> <br />2x4 'RAT-RUN' AT 6FT MINIMUM <br />ATTACH VI 2-12cl COMMONS EA TRUSS <br /> <br /> <br />6' <br /> <br />~ 2x4 BLOCKING BOTTOM CHORD <br />UNDER EACH 'RAT-RUN' <br />MINIMUM TRUSS BRACING <br /> <br />HIP <br />GIRDER <br /> <br />GABLE TO WALL DETIAL <br />SCALE: N.T.S. <br /> <br /> <br />TYPICAL CROSS BRACING <br />SCAL~. ~ T .s. <br /> <br />E) <br />l <br />. <br />IY (J <br />W Z g~ <br />W _ fri~ <br />Z ~.~ <br />...~o <br />In U) ~ U::, <br />L.l c: .2 <br />Z Z 25 <br />CUe <br />o .~ <( <br />W - ~~ <br />f- ~ <br /><t :J 0 <br />O ...I ~ <br />'e <br />~ 08 <br />aUl <br />...I <br />LL <br /> <br />rn N <br />.1i <br />~ C"") <br />- C"") <br />~ ...J <br />u.. <br />a. r.;) <br />w ...J <br />~ ...J <br />:r: <br />W 0:: <br />0 >- <br />:r: <br />Z Q. <br />W UJ <br />N <br />Q <br />- f- <br />f/) UJ <br />W UJ <br />0:: <br />~ f- <br />N (j) <br />:r: <br />W f- <br />a. co <br />.- <br />0 C"") <br />..- <br />.J CJ) <br /> '<t <br /> I <br /> <br />COPYRIGHT 02008 <br />These drawtlga are for !he <br />exclusive use 01 F\ork:la <br />E~eringSOOt.bns, Ine. <br />1iNllhere(:>rc" are not to be <br />Juplicatedorreprt.duced in <br />any 1T8n.'1EW wthotA the <br />cxp:resse t C(,[J.<\ent at <br />non Entj -.:em; <br />5 Inc. <br /> <br /> <br />R~"VISlon <br />& <br />& <br />.& <br />& <br /> <br />Drawn Sy: J.H. <br />Da(a; 03 i 06 i 06 <br /> <br />DRAWING NUMBER <br /> <br />6 <br />