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<br />I <br /> <br /> <br />llJ <br />llJ..J <br />llJeD <br />(/)~ <br /> <br /> <br />C CLEAR OPENING :::...J <br />DOUBLE TOP PLATE <br /> <br />~ 12dCOMMONS@12"O.C, <br />~ STAGGARD AS SHOWN <br />ro~ <br />2 <br /> <br />I <br /> <br />I I SINGLE 2x4 JACKS <br /> <br />I-- DOUBLE 2x4 JACKS <br />SEE TABLE BELOW <br /> <br />1/2" PLYWOOD CENTER <br /> <br />-l- <br /> <br />~ <br /> <br />-}" 3~" )L- <br />SECTION A-A <br /> <br />DOUBLE TOP PLATE <br /> <br />EX, SIDING <br /> <br /> <br />DAMAGED PLANK <br />EXTERIOR - <br /> <br />CLEAR OPENING HEADER SIZE SINGLE/DOUBLE JACK <br />3'-6" ~" x 3~" SINGLE <br />5'-5" 3t, x 5~" SINGLE <br />6'-10" ~"x + SINGLE <br />8'-5" 3!' x 9~" DOUBLE <br />9'-9" ~"x11~" DOUBLE <br /> <br />TYPICAL HEADER DETAILS <br />SCALE: 1/2" = 1'-0" <br /> <br />EX. WOOD PLANK <br />EXTERIOR <br /> <br /> <br />~ MAX~' <br /> <br />ALL EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH THE ABOVE DETAILED INFORMATION. <br /> <br /> <br />o <br />W~ <br />C.9Z <br />~5 <br />~o.. <br />o <br /> <br />WOOD GLUE <br />NEW FRAMING <br />TO EX. PLANK <br /> <br />FRAMED REPAIR <br />ASSEMBLY <br /> <br />MIN. 1/2" <br />PL YWOOD <br />EXTERIOR <br />8d COMMONS <br />@6"O,C. <br /> <br /> <br />EX. FRAMING <br /> <br />DBL 2x4's <br /> <br />12d COMMONS <br />@6"O,C. <br /> <br />TYPICAL EXTERIOR PLANK SHEATHING REPAIR DETAIL <br />SCALE: N.T.S. <br /> <br />TERMITE DAMAGED <br />FACE OF WOOD MEMBER <br /> <br />THESE DRAWINGS DO NOT INDICATE OR CERTIFY THAT THE EXISTING STRUCTURE CAN 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 />WOOD MEMBER <br /> <br />12d COMMONS <br />@6"O.C, <br /> <br />llJ <br />o <br />~ <br />'.1- <br />D~ <br />llJllJ <br />t;lco <br />~2 <br />2llJ <br />(32 <br />llJLl. <br />f-O <br />~ <br />~ <br />llJ <br />f- <br /> <br />ACCEPTABLE DAMAGE TO EXISTING <br />WOOD MEMBERS AS SHOWN, <br /> <br />ANY AND ALL DAMAGE BEYOOND fs" <br />FROM THE FACE OF THE MEMBER <br />SHOULD BE CONSIDERD <br />STRUCTURALLY DAMAGED AND <br />IN NEED OF REPAIR. <br /> <br /> <br />'~ <br /> <br />WOOD GRADE <br />BEAM <br /> <br />o t;l <br />llJ..Jz <br />c.:l..J- <br /><l::<l::2 <br />2$:~ <br />i3 Ll. <br /> <br /> <br />TERMITE DAMAGE DETAil <br />SCALE: N,T.S. <br /> <br /><;> <br />N <br /> <br />INSTALL 2x4 <br />"SCAB" AS <br />SHOWN <br /> <br />FRAMING REPAIR DETAil <br />SCALE: 1" = 1 '-0" <br /> <br />, 2d COMMONS <br />@6"O.C. <br /> <br /> <br />1 <br /> <br />9 <br />N <br /> <br /> <br />Cl <.!l <br />~::J~ <br /><(<(~ <br />~::it: <br />C'i "- <br /> <br />b <br />0:. <br /> <br />J <br /> <br /> <br />FRAMING REPAIR DETAil <br />SCALE: N.T.S. <br /> <br />l!J <br />2 <br />. <br />~ 0 <br />W Z ole <br />W g~~ <br />- ~~9 <br />Z ...~~~ <br />In ~ a: OJ <br />t!J 1.1I Z .." <br />Z C'~ ': <br />Z 'i~,1 <br />W 0 .t!~ <br />- ~~ <br />I- ~a) <br /><i ::J ~~ <br />..J ~ ';; <br />o ~S <br />- 0 iio <br />~ Ua.: <br />ou) <br />.J <br />LL <br /> <br />t/) N <br />"i' <br />~ li1 <br />cry <br />- cry <br />~ ...J <br />lJ.. <br />a.. c;; <br />w ...J <br />~ ...J <br />I <br />W a:: <br />0 >- <br />I <br />Z a.. <br />W ill <br />N <br />Q <br />- l- <br />t/) ill <br />W ill <br />a:: <br />~ l- <br />N (f) <br />I <br />W f- <br />a.. co <br />..- <br />0 (') <br />..- <br />-I 0) <br /> "i' <br />\.. <br /> <br />COPYRIGHT 0 200S <br />~dra~'IUlllfO('tIllI <br />exclusive lJS4 01 Fbrid. <br />Engrnemg Soh.ilbns, Inc. <br />and (here(or8., are no( to be <br />duplicated Of reproduced i1 <br />any manner ':'Yi!hoot r.... <br />expressed . en conseN 01 <br />Ronda nc;i, :rg <br />Sol lne. <br /> <br /> <br />,&, <br />&, <br />.& <br />ill <br /> <br />Drawn By: JH <br />Date: 03/06 I 06 <br /> <br />DRAWING NUMBER <br /> <br />5 <br />