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02-1441
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02-1441
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Last modified
3/6/2009 2:54:29 PM
Creation date
11/16/2006 10:06:19 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1441
Building Department - Name
WARD,MIKE
Address
6439 HUNTINGTION DR
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<br />CARRIER BEAM <br />CONNECTION <br /> <br />ROOF PANEL <br />DETAILS <br /> <br />(2HU2xl-1/2' SMS EACH <br />ANGLE INTO CARRIER BEAM <br /> <br />2x2x.093 ANGLE <br />IJ!C-4HUOx3/-4' SMS <br />EACH SIDE <br /> <br />2' 5MB CTYP,) (SEE <br />ROOf BEAM/SPAN TABLES <br />FOR SCREEN WALLISCREEN <br />ROOF TI] DETERMINE SIZE> <br /> <br /> <br />3.5')(.100' ALUMINUM CLIP @ EACH BEAM <br />LOCATION AND -4' D.C. W/(4) 114)(1' SMS <br />INTO GUTTER AND CARRIER BEAM, BETIJEEN <br />CLIPS (2) 114xl' SMS @ 10' D.C. STAGGERED <br /> <br />(4HU4)(3/4' <br /> <br />(4)-114)(3/4' SMS @ 10' D.C. <br />TOP AND BOTTOM <br />COMPOSITE PANEL <br />(SEE COMPOSITE PANEL SPAN CHART) <br /> <br />114)(l'SMS @ 10' D.C. <br />(STAGGERED TOP AND BOTTOM) ~ <br />EXTRUDED SUPER GUTTER <br />(2)-1/4' 7075- T73 ALUMINUM THRU BOlT <br />1J/3/4' LOCK IJASHER THRU POST INTO GUTTER <br /> <br />.062' RECEIVING CHANNEL W / <br />(6) 110x3/4' SMS INTO CARRIER BEAM <br />AND (4) 18)(3/4' SMS EACH SIDE OF 5MB <br /> <br />112 SMS @ 24' O.C.. TOP AND BOTTOM <br /> <br />NOTCH POST FOR CARRIER BEAM <br /> <br />CARRIER BEAM (SEE CARRIER <br />BEAM SPAN CHART FOR SOLID ROOFI <br />SCREEN IJALl) DETAIL 0 <br /> <br />COLUMN <br />NOTE. THICKNESS SHALL BE SAME SIZE OR LARGER <br />THAN CARRIER BEAM (SEE CARRIER BEAM SPAN CHART <br />FOR SOLID ROOfISCREEN WALL) <br /> <br />2')(2')(,093' ANGLE W/ (4) IUO)(3/4' SMS EACH SIDE <br /> <br />(2) 112)(1-1/2' SMS EACH ANGLE INTO CARRIER BEAM <br /> <br />3.5')(.100' ALUMINUM CLIP @ EACH BEAM <br />LOCATION AND 4' D.C. W/(4) 114x1' SMS <br />INTO GUTTER AND CARRIER BEAM, BETWEEN <br />CLIPS (2) 114)(1' SMS @ 10' D.C. STAGGERED <br /> <br />(4) 114)(3/4' SMS <br />@ EACH CLIP <br /> <br />112)(3/4' SMS AT EACH PANEL RISER <br />THRU RECEIVING CHANNEL INTO PANEL <br /> <br />2' 5MB (TYP.) (SEE <br />ROOf BEAM/SPAN TABLES <br />FOR SCREEN VALL/SCREEN <br />ROOF TO DETERMINE SIZE) <br /> <br /> <br /> <br />ALUMINUM Roor PANEL <br />(SEE SPAN CHARTS) <br />(4) 112)(3/4' SMS WITH 3/4' <br />NED-WASHERS PER 12' PANEL <br />114)(1' SMS I! 10' D.C. <br />STAGGERED TOP AND BOTTOM <br /> <br />EXTRUDED SUPER GUTTER <br /> <br />(2) 1/4' 7075-T73 ALUMINUM THRU BOLTS W/3/4' <br />LOCK IJASHERS THRU POST AND GUTTER <br /> <br />.062' RECEIVING CHANNEL IJ I <br />(6) IUO)(3/4' SMS INTI] CARRIER BEAM <br />AND (4) 18)(314' SMS EACH SIDE or 5MB <br /> <br />IU2 SMS I 24' D.C. <br />TOP AND BOTTOM <br /> <br />COLUMN <br />NOTE. COLUMN SHALL BE SAME SIZE <br />OR LARGER THAN CARRIER BEAM (SEE <br />CARRIER BEAM SPAN CHART FOR <br />SOLID ROOF/SCREEN WALl) <br /> <br />NOTCH POST FOR CARRIER BEAM <br /> <br />DETAIL @ <br /> <br />CARRIER BEAM <br />(SEE CARRIER BEAM SPAN CHART <br />FOR SOLID ROOF I~CREEN WALl) <br /> <br />CBRPCt <br /> <br />3871 TAMIAMI lRAll. SUITE E <br />PORT QiARLOTTE, Fl 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 82+-2382 <br /> <br />~ .u.UIIINUJlSTRUCTUIUS JUST~R PUN <br />· EKiHIRD<<i. DC @ COPYRIGHT AI. EKGIHBERIMG. INC. 2002 <br />Al ~QNEERlNG. 1Ne. flORIDA UCENSE 11441 <br /> <br />PAGE 185 OF 288 <br /> <br />'\ <br /> <br />I <br />1 <br />! I <br /> <br />
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