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<br />Header span. <br />See Tobie 2 <br /> <br />1" x 2" x .044" open bock attacl1ed <br />to front post with #10 x 2" 3.m,s, <br />max, 6" from each purlin 24" c.c. <br /> <br />Front and side bottom rans <br />attached to concrete with min. <br />1/4" x 2 1/4" masonry T bolt <br />or TAPCON style at 6" from <br />each post and 24" o.c. max. <br />and fasteners placed a min. <br />1" from edge of concrete. <br /> <br />3 - '/4" x 4" log bolts with <br />1 1/4 fender ~shers per <br />, <br />4 panel across the front <br />and 24" on center along <br />the sides. (Walk on) J ~ <br /> <br />2" x 2" ; 2" x 3" ~ <br />h<lllow see span <br />table header. <br /> <br />Choir rai and k.p, <br />2" x 2" x ,0<<" <br />hollow raa. <br /> <br />Post ottached to bottom <br />with min. 2 110 x 1" <br />suew bosses. <br /> <br />1/4" x 2 1/4" T-bolt 24" o.c. <br />and wilhin 6" each upright <br />or # 10 TAPCON st~e screw. <br /> <br /> <br />Side woll header atlached to <br />1" x 2" x .0<<" or better with <br />min. 2 #10 x ," s.m.s. <br /> <br />Side woll purlins ottached to <br />1" x 2" open bacK.vith min. <br />2 , '0 x 1" 3.m,s. in <br />screw bosses or alternate <br />'L' clip, <br /> <br />TYPICAL UPRIGHT DETAIL <br /> <br />" " <br /> <br /> <br />3" structural insulated <br />aluminum roof (walk-on). <br />or J" x 12" paneL <br /> <br />Header attached to post <br />with min. 2 # 10 x 1" <br />in screw bosses, <br /> <br />. " ',,":.' <br /> <br />.... <br /> <br />'. " <br />" ',. <br /> <br />,'. ':.', <br /> <br />1" x 2" x ,04+" open back <br />bottom rail. <br /> <br /> <br />No, B x 1/2' (3 per panel) <br /> <br />60' max, <br />2" x 6' g,m.b, header <br /> <br />Alternative Beam Support <br /> <br />/ <br /> <br /> <br />- <br /> <br />>< <br />"" <br /> <br />Receiving channel 6 No. 8 x 1/2" <br />to stud 8 No, 8 x 1/2" to beam <br /> <br />No, 8 x 1/2" <br />(3 per panel) <br /> <br />1" x 2,125" x 1" x ,040" <br />./ receiving ch<mnel <br />12.125' -l/ each side, <br /> <br /> <br />~ Attach channels to <br />. existing 2' x 2" post <br />...- <br /> <br />-L <br /> <br />o <br />o <br />o <br />o <br /> <br /> <br />1-rJ <br />1:::1 <br />Iv; <br />>< = <br />""~ <br /> <br />Existing 2" x 2" x ,044" <br />upri~l <br />------ \ <br />Mndow fraIM. <br /> <br />CONVERSION DETAIL TWO <br /> <br /> <br />Beam support <br />studs twicol. <br /> <br />2" x 2" , 2" x 3" or J" x 2" <br />hollow. See span tables. <br /> <br />No, a x 1/2" <br />24" o,c, <br /> <br />>< >< >< <br />N <br /> <br />Purlins attached to posts <br />with 'U' cl1annel or alternate <br />'L' dip, <br /> <br />LA WRENCE E. BENNETT <br />QVl ENGNEER &c DEm.OP!.4ENT CONSULTANT <br />P.O. BOX ~8 S. DAYTONA, Fl. J2121-4.J68 <br />PHONE: (904) 253-9960 <br /> <br />FRAMING DETAILS <br /> <br />TABLE 3 MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS <br />OPEN-BUILDING SPAN USE "A"= AS SHOWN ON DRAWINGS READ SPAN BELOW <br /> <br />NOTES: 1. GLASS ROOMS: THE ADDITION OF THE ALUMINUM WINDOW FRAME AND <br />THE STRUCTURAL SUPPORT ADDED TO THE UPRIGHT BY WINDOW AND <br />DOOR FRAMES ALLOWS GLASS ROOMS TO BE FRAMED USING MINIMUM <br />UPRIGHT AND WINDOW BOTTOM SUPPORT OR 2"x 2"x 0.044" EXTRUSION <br />FOR THE FRONT WALL BEAM AND UPRIGHTS AS SHOWN ON THE CORRE- <br />SPONDING DRAWINGS AND RELATED TABLES. . <br />ADDITIONAL 2"x 2"x 0.044" STUBS SHALL BE ADDED UNDER THE <br />WINDOW SUPPORT RAIL. <br />2. VINYL ROOMS: THE SAME STRUCTURAL LOADING AS SCREEN ROOMS <br />APPLIES, LIKE SCREEN, THE VINYL WILL BLOW OUT AT WIND <br />VELOCITY OF 65 TO 70 M.P..H. <br /> <br />M,!it!!r!!r!1lr:'! ~gQX .J'!Q~ !:!=.H !1!!!!t!11t! l!hQQQ ~~! n~1g ~IB~!'!!!!!:! <br />PAN SIZE MAXI~M SPANS FOR LOADS & O.H. SPECIFIED <br />3,0"X 12"X 0.026 NO' O.H. l' O.H, 2' O.H. <br />-100- MPin~. LOAD 13'- 6" 13 '- B" 14 ' - -p- <br />lIO MPH W. LOAD 12' - 3" 12'- 5" 12'-11" <br />120 MPH W. LOAD 11 '- 4" 11 '- 5" 12 '- 0" <br />3.0"X 12"X 0.032 <br />-1oo-MPlrii. LOAD <br />110 MPH W. LOAD <br />120 MPH W. LOAD <br /> <br />~ <br />~ u---~ <br /> <br /> <br /> <br />~.::E.,.___~ <br /> <br />'. . ,> ~:.~-:~. ';:".': ~'".~. .~.~~ .;:.' <br />'. ~ :.;. '.~' .~: .',.> " <br /> <br />" '. <br /> <br />DATE <br /> <br />DESCRIPTION <br /> <br />RE\1Sl00S <br /> <br />TYPICAL CORNER DETAIL <br /> <br />15 '- 1" <br />13'- 9" <br />12'- 6" <br /> <br />15'- 3" <br />13'-10" <br />12'-10" <br /> <br />15'- 7" <br />14'- 4" . <br />13'- 4" <br /> <br /> <br />i:3 <br />:::I <br />t; <br /> <br />>< = <br />"" ~ <br /> <br />CONVERSION DETAIL ONE <br /> <br />SCREEN ROOM TO GLASS ROOM <br />CONVERSION DETAIL <br /> <br />:r~~1~ !! MAX. ROOF PAN SPANS FOR GLASS ROOMS <br />OPEN BUILDING SPAN USE "A"= AS SHOWN ON DRAWINGS READ SPAN BELOW <br /> <br />~1!it!1r!!~!it! ~110Y 31Q~ ~=l~ MIr!!~~ l~~QQQ ~~! YI~1g ~Igg~!!Itl <br />PAN SIZE MAXIMUM SPANS FOR LOADS & O.H. SPECIFIED <br />3.0"X 12"X 0.026 NO O.H. I' D.H. 2' O.H. <br />-1oo-MPlrii. LOAD 13'- 6" 13'- 6" 14'- -1"- <br />110 MPH W. LOAD 12 '- 3" 12 '- 5" 12 ' -11 " <br />120 MPH W. LOAD 11 '- 4" 11 '- 5" 12' - 0" <br />3.0"X 12"X 0.032 <br />-1ao-MPH-ii. LOAD <br />110 MPH W. LOAD <br />120 MPH W. LOAD <br /> <br />15'- 1" <br />13'- 9" <br />12'- 6" <br /> <br />15'- 7" <br />14'- 4" <br />13'- 4" <br /> <br />15'- 3" <br />13'-10" <br />12'-10" <br /> <br />NOTE: 0.026" PANS WITH SPANS GREATBR THAN 10' SHALL 'BE SLOPED AT <br />MINIMUM OF 3/4" PER FT. /' <br /> <br />NOTE: 0.026" PANS Wlm SPANS GREATER THAN 10' SHALL BE SLOPED AT A <br />MINIMUM OF 3/4" PER FT. <br />STA MILL TOLERANCES APPLY <br /> <br /> <br /> <br />WHITE ALUMINUM <br />d.b.a" <br />Aluminum BtJilding Systems <br />1107 N<t1h Thomos Rd., Leesburq F1orid~ 3274-8 <br />Phone: (904) 7~-n66 Fax. 1904) 787-9329 <br /> <br />SCREEN, GLASS <br />AND VINYL ROOMS <br /> <br />2 <br />