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"::"":::-:-. :=:.=_-..;-;.:-: .~+ .:-:~--;r:::-:::::::-.:::~..:.-:-;.. _ _. .____ <br /> <br />ROOF- FF~A!vI/NG PLAN <br /> <br />,--_..~-,----,_._------=--==---=~, -=====::"-=--~':'''::':-_- =-:==--.:..:_::-..:.:::=~ <br /> <br />t <br /> <br /> <br />.. i- <br /> <br />, , <br />;, ". d ~ <br /> <br />.' <br /> <br /> <br /> <br />@ <br /> <br />eEl <br /> <br />... .. ~ <br /> <br />) <br /> <br />~ <br /> <br />~ <br /><it, <br /> <br /> <br />a; tM' <br />J <br />@ co <br />---1 <br /> <br />@. <br /> <br /><e: <br /> <br /> <br /> <br />. <br /> <br />. <br /> <br />WO:QD WAL L _DE TA' L .' <br /> <br />. , <br /> <br />WALL DETAIL NOTES <br />(A) 1/2- COX SHEATHING NAILED 6M OC ON EDGES AND S. OC IN <br />, FIELD, USE STEEL PLYCLIPS AND ~15 FELT. FIBERGLASS <br />, SHINGLES AND RIDGE VENT AS NEEDED. <br />(8) ENGINEERED ROOF TRUSSES. <br />(c) N/A <br />(D) SIMPSON H2.5 CLIP AT ALL TRUSS TO PLATE LOCATIONS. <br />(E) DOUBLE 2 X 12 ~2 PINE HEADER WITH ONE LAYER 1/2. CDX <br />! PLYWOOD IN MIDDLE OVER DOORS AND WINDOWS. <br />{F100UBLE 2 X 4 top PLATE. <br />(G) 1/2. CEILING TYPE GYPSUM BOARD. <br />(H) ALUMINUM SINGLE HUNG WINDOWS. <br />( t) WINDOW SILL, "f)j) <br />( J) 2 X 4 $ rUD WALL (#t S~ S'tvoS <! I" te, . INTERIOR F IN ISH <br />PER OWNERS SPECI~ICATIONS, <br />(K) SIMPSON LTT20 AT END OF ALL SHEAR WALLS. <br />(L) SINGLE 2 X 4 P.T. BOTTOM PLATE, <br />(H) 4' CONCRETE SLAB WITH WIRE MESH AND 6 MILL VISQUEEN. <br />OVER CLEAN TERMITE TREATED AND COMPACT SOIL. <br />(N) 2 x 4 WOOD SUB FASCIA AND ALUMINUM SOFFIT MATERIALS. <br />(0) 1/2- COX SHEATHING ON EXTERIOR OF WALL NAILED 4" OC ON <br />TOP AND BOTTOH PLATES AND S. OC ON STUDS.TYVEK HOUSE <br />WRAP AND SIDING. <br />(P) 1/2' X 8- ANCHOR BOLTS 2+' OC WITH 2M WASHERS, <br />(Q) 12- X 12" MONOLITHIC FOOTINGS WITH 2 EACH ~5 REBAR ON <br />CHAIRS. <br /> <br />" <br /> <br />" <br /> <br />;"\ If p./. <br />211)c'1-~ (-Wl SPPUa!j ItA. ..p.u"lN~ ~ 4e> I" <br />Al..Ot'~ . t1AeLe~, NAIL .0 1t4J6$S W\~ <br />Z ..tb,j NAlth <br /> <br />. , <br /> <br /> <br />TAu building iI duign.d to conform to <br />Chapter 16. $coU01'\ 1606 01 th, .1994 Standard <br />8uilding Cod, lor lOa MPII wind load", <br /> <br /> <br />-------~__._._._.<M._________._____._~.___.___._...__...__ <br /> <br />\, <br /> <br />REVISIONS <br /> <br />BV <br /> <br />(~ <br /><: <br />-- <br />a <br />~- J <br />-. <br />::--- <br />", <br /> <br />..........- <br /> <br />'''[..' <br />...., <br />- <br /> <br />L1J <br />~) <br /><( <br />ct <br />2 <br />(/) <br /> <br />(f) <br />~ <br />~ <br />o <br />=c <br />h.. <br /> <br />>- <br />=2 <br />({ <br />~ <br />6 <br />u <br /> <br />. f- <br /> <br />~ <br /><- <br />() <br /> <br />---. <br />~~- <br />~,J <br />:J <br />cr <br />t---: <br />~f) <br /> <br />----;, <br /><. <br />o <br />u <br /> <br />"---> <br /><- <br />o <br />~- <br />--J <br />---- <br />=t <br /> <br />DRAWN <br />RW <br />CHIICKElO <br />DATe <br />07-/8- 97 <br />SCALII <br />.JOB NO. <br />1311 <br />S..&. r <br />/ <br />OP 8H&.TS <br />