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02-1218
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02-1218
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Last modified
3/6/2009 2:55:34 PM
Creation date
11/8/2006 3:29:53 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1218
Building Department - Name
SPINA,STEVE
Address
6340 HUNTINGTON DR
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<br />CARRIER BEAM/ROOF PANEL <br />CONNECTION DETAILS <br /> <br />2'x2'x.093' ANGLE \1/ (4) #10x3/4' SMS EACH SIDE <br /> <br />2' 5MB (TYP.) (SEE <br />ROOF BEAM/SPAN TABLES <br />FOR SCREEN \lALL/SCREEN <br />RDOF TO DETERMINE SIZE> <br /> <br /> <br />(2) #10xl 1/2' SMS EACH ANGLE INTO CARRIER <br />#12x4' SMS \11TH 1'11I NEO-\lASHERS @ B' O,C, <br />(USE IU2xS' SMS \lITH 4' COMPOSITE PANEL> <br /> <br />COMPOSITE ROOF PANEL (SEE SPAN CHARTS) <br /> <br />(4) #14x3/4' EACH CLIP <br /> <br />3,S'x.IOO' ALUMINUM CLIP 4' O,C, \1/(4) #14xl' <br />SMS INTO GUTTER AND CARRIER BEAM BET\lEE <br />CLIPS (2) #14xl' SMS @ 10' O,C,' STAGGERED <br /> <br />.062' RECEIVING CHANNEL \1/ <br />(6) #10x3/4' SMS INTO CARRIER BEAM <br />AND (4) #Bx3/4' SMS EACH SIDE OF 5MB <br /> <br />EXTRUDED SUPER GUTTER <br /> <br />(2) 1/4~ 707S-T73 ALUMINUM THRU <br />BOLTS \1/3/4' LOCK \lASHERS THRU <br />POST AND GUTTER <br /> <br />NOTCH POST FOR CARRIER BEAM <br /> <br />CARRIER BEAM <br />(SEE CARRIER BEAM SPAN CHART <br />FOR SOLID ROOF/SCREEN \lALL) <br /> <br />#12 SMS @ 24' D.C., TOP AND BOTTOM <br /> <br />COLUMN <br />NOTE. THICKNESS SHALL BE SAME <br />SIZE DR LARGER THAN CARRIER BEAM <br />(SEE CARRIER BEAM SPAN CHART FOR <br />SOLID ROOF/SCREEN \lALL> <br />.c <br /> <br />2'x2'x,093' ANGLE \1/ (4) #IOx3/4' SMS EACH <br />(2) #12xl 1/2' SMS EACH ANGLE INTO CARRIER BEAM <br /> <br />2' 5MB (TYP,) (SEE <br />ROOF BEAM/SPAN TABLES <br />FOR SCREEN \lALL/SCREEN <br />ROOF TO DETERMINE SIZE) <br /> <br />(4) #10 SMS \1/ 3/4' \lASHERS DR <br />NED-\lASHERS PER 12' PANEL <br /> <br /> <br /> <br />ALUMINUM ROOF PANEL (SEE SPAN CHARTS) <br /> <br />(4) #14x3/4' EACH CLIP <br /> <br />3,S'x,IOO' ALUMINUM CLIP 4' O,C, \1/(4) #14xl' <br />INTO GUTTER AND CARRIER BEAM BET\lEEN <br />CLIPS (2) #14xl' SMS @ 10' O,C, STAGGERED <br /> <br />EXTRUDED SUPER GUTTER <br /> <br />,062' RECEIVING CHANNEL \1/ <br />(6) #10x3/ 4' SMS INTO CARRIER BEAM <br />AND (4) #Bx3/41 SMS EACH SIDE OF 5MB <br /> <br />#12 SMS @ 24' O.C, <br />TOP AND BOTTOM <br /> <br />COLUMN <br /> <br />NOTE. COLUMN SHAlL BE SAME SIZE <br />DR LARGER THAN CARRIER BEAM (SEE <br />CARRIER BEAM SPAN CHART FOR <br />SOLID ROOF/SCREEN \lALL) <br /> <br />(2) 1/4' 7075-T73 ALUMINUM THRU BOLTS <br />\1/3/4' LOCK \lASHERS THRU POST AND GUTTER <br /> <br />NOTCH POST FOR CARRIER BEAM <br /> <br />CARRIER BEAM <br />(SEE CARRIER BEAM SPAN CHART <br />FOR SOLID ROOF/SCREEN \lALL) <br /> <br />CBRPeD <br /> <br />3871 TAMIAMI TRAIl, SUITE E <br />PORT CHARlOTlE. A. 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 824-2382 <br /> <br />_ ALUIIlNUJI STRUCTrJRES JlASTER PLAN <br />~ IJI.'KEJM, II:. @ COPYRIGHT .AI, ENClNBJ:RDfG. INC. 2002 <br />AL ENGINEERING, INC. A.ORIDA UCENSE 1'7441 ' <br /> <br />PAGE 164 OF 286 <br /> <br />II <br /> <br />II <br />- <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />II <br />I <br />I <br />I <br />I <br /> <br /> <br />II <br />
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