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BEAM TO POST CONNECTION DETAILS <br />- OPTIONAL DECORATIVE FASCIA 7." FAS15bteRE -( WOOD, ALUM. OR HARDBORD) - <br />r x 8" x .042" BEAM,1'-00 jl414 SOS <br />- 3" SQ. STEEL OR <br />. 4-#14 x 1/2· S.M.8. EACH SIDE oF 3- /MAG BEAM.2'-90 6 - #14 SDS <br />sa POST (MTOTAL)TENER TO FASCIA - SEE TAB,ALTERNATE: 1/4,BOLTW/WASHEER / 84 12-#14 SDS <br />/ EA SIDE OF y SO. POST FASTENER TO RAFTER TAILS - SEE TABL% <br /> FASTENER SPACING = 3/4'9PTIONAL LAT-nCE TUBES <br />d- OVERHANG/ #14 x 1/r S.M.S. TOP -0& BOTT. (2*TOT. -- <br />144til] <br />3 J.oo· - <br />GUTTER FASCIA <br />MAG BEAM <br />3-SQ. STL. BEAM <br />3' so. POST <br />4414 34 1/2' S.M.S. EACH SIDE OF 3' <br />SQ. POST (8-TOTAL} <br />ALTERNATE: 1/4'0 BOLT W/ WASHER <br />EA SIDE OF 3' SO. POST <br />. 3' SQ. POST <br />h 3.Sa.*I <br />-4- <br />H <br />@ 90 MPH - USE <br />L (4)-#14 SOS @ EA SIDE <br />TOP & BOTr. TOT.=16 <br />@ 100 & 110 MPH - USE <br />(6)-#14 SDS @ EA SIDE <br />TOP & BOTT. TOT.= <br />3" X 3" ALUM. OR <br />STEEL POST <br />24 <br />ROOF PANEL <br />ROLLFORMED OR - <br />EXTRUDED GUTTER <br /> #14 S.M.S. @12"0.C.- <br />FASCtA <br />\ 8 1/222'1024 - <br />419, 'r- ·' Wq. v•p <br />T-1 <br />- BRACKET TO POST <br />1 € FASTENER <br />+00 GROUP <br />f -1.00 <br />ALUM. BRACKET X <br />7 1'9-0 SEE TABLE <br />RAFTER FAIL" TO GU- <br />3.125" FOR 3 x RAFTER <br />.ALLOY 3105-H25 <br />363= <br />11*belo. C37948 <br />11.507 _1.50' \.040' @ 6063-T6 <br />028" i fy j X <br />L. I·J 1 .018" <br />1 1/20 SQ., 2' SQ., <br />OR 2"xy LATTICE \ V,#8 x f'SMS, 2 1/r @ 3" O.C. MIN.1 <br /> - R 3 1!T,TYP. -F-UP TO rO.C. MAX.A- (4) - #14 x 3/4'JECSCREWS <br /> BRACKE-*RAFTER11/2" SQ. OR 2. LATTICE_.'BEL - / - -P.374<IC ,/ 11/2. MIN. -, <br />Al.UM. XECOY 31054125 ' 0 -53*--2/ RAFTER <br />1 / <br />28")(a« 9,-33 <br />3.750' <br />1 - - <br />293" LATTICE TUBE LATTICE TUBE TO RAFTER <br />* L (4) - #14 x 3/4' TEK SCREWS OR (6) #10 x 3/4- TEK SCREWS <br /> BRACKET TO BEAM <br />"U" BRACKET - RAFTER TO BEAM <br />IAPMO El 0195 <br />DRAWN BY: E.N. <br />DATE: 1601/2012 <br />SCALE: NONE <br />REVISED BY <br />TDM.CAMPBELL & ASSOCIATES-INGCOMMERCIAL. A229®6amAL-SIRWee ENGINEERING <br />RANCHO Cl:CANAONGA CA (951)741-2107 <br />m,1 <br />BEAM TO POST <br />ATTACHMENT <br />LIVE LOAD • -4MTIO COVER SYSTEM AS MFO. BY: <br />10.20 & 30 pef DUBUMPRODUCTS, INC. <br />HORIZ WIND •8269 ALPIN,-GACEah!2[m,..2.26826--- <br />00, 100 & 110 MPH (916)482-7021 FAX 403·1519 lillidink,n.com SHEET 13 OF 33 <br />\