Laserfiche WebLink
<br />/r <br /> <br />, "" <br /> <br />38 0 <br /> <br />rr- <br />I <br /> <br />II <br /> <br />\ <br /> <br />III <br /> <br />.. <br /> <br />~ <br />o <br /> <br />, <br /> <br />(\j <br />Lf) <br /> <br />-I <br />I <br /> <br />11 <br /> <br /> <br /> <br /> <br />----l <br /> <br /> <br />2~O'; ! <br />~, I <br />I <br />I <br />I <br /> <br />" <br />o <br />, <br />~ <br /> <br /> <br />'" . <br /> <br />fCi.~. 4'8. <br /> <br />'* <br /> <br />5" 4'" <br /> <br />, / /, <br />38,"0 <br /> <br />FOUNDATION rt PLUMBING <br /> <br />~ <br /> <br />-~--- . . <br /> <br />/f <br /> <br />-, <br />II <br />I <br /> <br />.. <br /> <br /> <br />18 <br /> <br />IQI <br /> <br /> <br /> <br /> <br /> <br />/ // <br />10 <br /> <br />_--.._---_._--_..__.~---_._-----_.._---- <br /> <br />I <br />1m <br />I <br />SLAB I <br />I <br /> <br />(j1 <br />co <br />, <br />o <br />" <br /> <br />u <br /> <br /> <br />'ftI <br /> <br />, ' <br />-.- --- .-- ._._..- --,_.'....~---..-- --- ~-_. <br /> <br />'/" <br /> <br />20('8 <br /> <br />// <br />1/ - <br />PI_AN / 4 - <br /> <br />--..----.......----- <br /> <br />"VERTICAL <br /> <br />\:' <br /> <br />-.---.- <br />~""'---'----'-"'''-~'P''-~"-~'-''- <br /> <br />1----- <br /> <br />r <br />I <br /> <br />~ <br />I- <br /> <br />I <br />I <br /> <br />TC <br /> <br />~~ <br /> <br />~/ <br /> <br />~ <br /> <br />J <br /> <br />1f <br /> <br />:ll <br /> <br />(B) <br />v'~ <br /> <br />../../ <br /> <br />~ <br />HA._! <br /> <br />~ ' ' <br /> <br />-: <br />t----....... <br />~~. <br /> <br />- <br /> <br />TRUSS CB) ~, <br /> <br />...... ' <br />- .............. <br /> <br />/~ <br />../' <br /> <br />.-,---.-- <br />...-, <br />--- <br />----- <br />- <br /> <br />-- r--. <br />------ <br /> <br />../' <br /> <br />...--/ . ----' <br />~ ---/.---- <br />__ v______ <br /> <br />--- <br />-------- <br />- <br /> <br />~D <br />r- <br /> <br />I' <br /> <br />D <br /> <br />IT <br /> <br /> <br />.n <br /> <br />~ <br /> <br />"-........ <br />----------,. ...........'~' <br /> <br />," '~"'------......." <br />'-, <br />~ <br /> <br />SPECIAL TRlJ5S LIKE (1\) OJ1J~. F"' AND(S (N. RIGHT <br /> <br />=(] <br /> <br />~--~~~~"..~ - <br />0" - "0'> r /~ <br />I <br />I <br /> <br />1. <br /> <br />.il\ <br /> <br />:-- <br /> <br />(A) <br /> <br />"'-------- <br /> <br />TRUSS(A) <br /> <br />............ <br /> <br />- <br /> <br />=---=== <br /> <br />1- <br /> <br />-- <br /> <br />\. <br /> <br />-- <br />---- <br />-- <br />-r- <br />I <br />.-1-' <br /> <br />. I <br /> <br />,I, <br /> <br />, <br /> <br />I <br /> <br />-~ +- <br />I <br />I <br /> <br />I <br />~~I <br /> <br />;- ---.---- <br /> <br />--'--- <br /> <br />, <br />-- - -r- <br />~ <br />L <br /> <br />Ii <br /> <br />) <br /> <br />/)// <br />.. L ELEVi\TION <br /> <br />...-._.,,:,-~- --- -=--'-- <br /> <br />ROOF <br /> <br />FRAMING <br /> <br />$ <br /> <br />-- ------- <br />.. ... ...'-." ~_._.._~..~......._.,._-~._-------_...._-._..--._-----------_.. <br />-- <br /> <br />-----..... <br /> <br />-...-...., <br /> <br />.............. <br />-............. <br />'--...... <br /> <br />-- <br /> <br />(A) ~HOW~L .-"'--- <br /> <br />,.... <br /> <br />",:- <br /> <br />. <br /> <br />MECHANICAL PLAN <br /> <br />/ <br /> <br />)/4/ <br /> <br />...............--............. .. <br />.............. <br /> <br />.f- <br /> <br /> <br />i <br />I.' <br /> <br /> <br />See notes for roof diaphragM no.ll speclflcntlons <br /> <br />2x4 'L' bro.ce @ 48' O,c, <br />Fo.sten to go.ble studs wi 10d no.ils @ 6' o,c, <br /> <br />2x4 blocking (eolgewlse) @ 48' O,c, top o.nol bOttOM <br />first four (4) fro.Mlng bo.ys @ gnble enols <typ.), <br />Fo.sten to top o.nd btM, chorols wi 3-16d nnlls (toeno.iled) eo., end, <br /> <br />I <br />-i <br /> <br />I <br /> <br /> <br />SiMpson H6 Truss Anchor <br />wi 16-8d nnlls ~ 24' O,c, <br /> <br />1/2' gyp, clg, boo.rd <br />wi G'w'B screws @ 7' O,c, <br /> <br />~ <br /> <br />r <br /> <br />y <br />- <br /> <br />/' <br /> <br />... <br /> <br />> <br /> <br />__3 <br /> <br />T {2.lJ S'S 1-\ N (j-H) vL T v-\ r~iL E <br />CD S W1PSO~~ ~3 1/1 0'& d NAIL~ <br />@S IMp Su~,t \-lle, J( I ~- Sd NAI L5 <br /> <br />--_---=:._--==--=--=-----~-===.:..::::::=:.-=.:::::=;::::=.::---=::::.:...=..:~-=-~_:.:::.=....-::--~-=-~======-==.._---_.-,_.~--,--~- <br /> <br />/ // <br /> <br />10 <br /> <br /> <br />GABLE END DETAIL <br /> <br />e-w~ryt1oad provisio~lS of Standard Building Code (SBC) Section 1205, 1991 <br />adde IllS. oth~~tgn elements shalI he the responsibility of the contractor. <br /> <br />~ lYe: 7')--- <br />Date <br /> <br />Reviewed for compliance )Yit <br />edition including 1992 "utflj 9 <br /> <br /> <br />o <br /> <br />o <br /> <br />SiMpson H3 wi 8-801 x 1-112' nnlls, <br /> <br />F ns ten 15/32' APA Rn ted Sheo. thing <br />to go.ble end fro.Mlng with 8d or 0.113' splro.l <br />sho.nk P-no.lls ~ 6' Q,C, o.lor'ig po.nel eolges, <br />12' Q,C, o.long InterMedlo. te supports, <br /> <br />16d no.ils @ 12' Q,C, <br /> <br /> <br />RYMAN <br /> <br />SCALE: <br /> <br />DATE 8~ 13 ~9S <br /> <br />CONSTFsUQTI_9tL fNC <br /> <br /> <br />-----.---..---- -..----------.---=--::------ <br /> <br />APPROVED BY: <br /> <br />DRAWN BY R W <br />REVISED <br /> <br /> <br />I.. ~ <br /> <br />~/ <br />~-- +-: <br />I <br />f - - -. ~~.:::._=-=:::O::-" <br />---- <br />~--- <br />V--' <br /> <br />WEDGEWOOD <br /> <br />MO[)EL <br /> <br />2137 <br /> <br />-.- ~-----.-.-._.'~ - <br /> <br />DRAWING NUMBER <br /> <br />2 <br />