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<br /> <br />AN(}fOR YI1TH HEADER (}fANNEL <br /> <br /> <br />DA IE R(\1Sl()/S CII< <br /> <br /> "2'x__' <br /> CENTER PURlIN <br /> BEAU SELECT 'L' AL TERNA TE: <br /> FROW TABlE 2 DOOR ~ FRAUE SHED WITH 2'x4' <br />~ FRAUE SHED WITH 2'x4" PRESSURE TREATED PINE ~IZ~ <br />PRESSURE TREATED PINE PlATE PlATE AN(}fOR TO CONCRETE ~l!I o~ <br /> w I~i~e <br />ANCHOR TO CONCRETE WITH '" filTH 1/4" CONCRETE <br /> ~ IIfD SPAN BEAU ~'" <br />1/4" C(J4CRETE rASTENERS '-' SELECT L rROW rASTENERS 4'-0" O,C. ~~ l!SlIIi2~ <br /> ~ <br />o 4'-0" O,C. e: TABLE 2 ~~ ~i~a~ <br /> '" <br /> .... <br /> !g ~~ ~~.i~ <br /> :x: FRONT WALL BEAM SELECT 15'" e~i ~ <br /> C> l:lI~ <br /> z L rROII TABLE 2 ...is ~t:: ~C!v1 <br /> 1= <br /> '" SElECT BEAU ~! <br /> >< ~'i!::lI""Il1~ <br /> w rROW TABLE 2 SHAllING TWE I u~~i <br />SHADING TYPE I DENOTES SEE TABlE 4 -lI! ; ~1a~l!I II <br />EXTERIOR POST ROOf' AREA SHADING TYPE n ig ......;;S~::lIg <br />SEE TABlE 4 SEE TABLE 4 l!!!i~ ~u <br /> lf~l ~"'::>i:i-c <br /> CA IER BEAM W ~l ~~l!i...l:lI~ I <br /> j W l ~a~ !~~Ii I <br /> , <br /> W/2 J W ~~~ <br /> J W/2 '" O,H. ...~~ ~i~~~~ <br /> DOUBLE CARPORT WITHOUT CENTER POST ~t;Vt <br /> <br />1/2" CONCRETE SlAB <br /> <br />RECEI\1NG (}fANN[L "- <br /> <br />~ <br />G ROOf' PANElS <br />jg SEE TABLE 1 <br />'" <br />::n SPACE MAX. <br />o <br />:x: <br /> <br />J <br /> <br />, 2" x _ IIfD SPAN <br />/ BEAU SEE SlIIPlE SPAN <br />TABLE 2 <br /> <br /> <br />J' x J' x 0,06" POST <br /> <br />Y 2500 PSI CONCRETE YI1TH <br />616 YIELDED WIRE MESH <br />OVER VAPOR BARRIER <br /> <br />-1 J 1/2' CONCRETE SlAB <br />fl <br /> <br />SPACE "'AX. <br /> <br />TABLE 4 <br /> <br />-- <br /> <br />SECTION THROUGH CARPORT <br /> <br />VARIES <br /> <br />STEEP Sl(J'[ rOOTING <br />> l' - 10' <br />MEETS THe REOUIREM <br />OFCHAPTER 1205S8C 199t EtL <br /> <br />UPlfT STRAPPING DETAIL <br /> <br />2"x4" UMBER Ta> PlATE <br />WITH ROOf' ABOVE <br /> <br />, <br />.. <br />i ;; <br /> <br />:::II :g <br />C> ~ <br />Z '" <br />1= <br />~ := <br />W N <br /> <br />NOTE: <br />1. ANCHOR PANS TO HEADER (}fANNEL W / <br />J 110 x 1/2" W/ WASHER. <br />2, ANOiOR PANS TO ROOf BEAMS W / <br />J 110 x 1/2' W/ WASHER. <br />J. ANCHOR PLATE TO CONCRETE FlOOR w/ <br />J/8" i J 1/2" D""'A BOlTS 0 30" O,C. <br />4. STUDS TO BE 0 16" O.C. J" EDGES <br />6" ON FIELD I 1/4' GAL. ROOf'ING NAILS <br /> <br />UPlrT STRAPPING DETAIL <br /> <br />2' x4" PTP PlATE <br />W/ J/8"x4 1/2" <br />CQNC, AN(}fORS <br /> <br />J 1/2' ""N. C(J4CRETE (SEE DETAILS) <br />SECTION THROUGH UTILITY ROOM <br /> <br />lAIN. 2500 PSI C(J4c. WITH 6 x 6 YIELDED MIlE <br />OR FlBER MESH MCAl AlL SlABS, <br /> <br />I I 15 BAR CONT. <br /> <br />~ <br /> <br />IIODERATE Sl(J'[ FOOTING <br />2'/12" - l' - 10' <br />SLAB DETAILS ADDRESSING EROSION <br /> <br /> <br />DO NOT BLOCK <br />~NOOW /'" OVERHANG VARIES <br /> <br />l:!! ~ SELECT L FROW TABLE 2 <br />2 <br />~ <br />VI <br />.... <br />VI <br />o <br />:x: <br />C> <br />z <br />r= <br />'" <br />5< <br />W <br /> <br />USE 't' ., W/2 + O,H, <br /> <br />"y(' <br />VARIES <br /> <br />J.- <br /> <br />J"xJ" FlUTED POST "'AX. <br />HGT,.l2' FOR 120 MPH <br />WIND VELOCITY <br /> <br />L VARIES <br />(SEE TABLE) <br /> <br /> <br />SINGLE CARPORT <br /> <br />G) <br />a: <br />UI <br />> <br />o <br />o <br />o <br />::i <br />o <br />U) <br /> <br />~ <br />@, <br />~i <br />~i <br />~~ ~ <br />l!!i.-! : <br />"'....g <br /> <br />Il!!~l!i <br />'",ct.. <br /> <br />~i""i~ <br />Jl ~! <br /> <br /> <br />SHEET , <br /> <br />2 <br /> <br />(T 3 <br /> <br />II <br />