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<br />I <br /> <br />lEDGE BEAM/COLUMN/ROOF PANEL CONNECTION I I <br />I <br /> <br />2'x6'x.OSO' <br />LONG STRAP V I <br />(2) 110xl' SMS <br />INTO EDGE BEAM <br />AND (2) 110xl' SMS <br />INTO COLUMN <br />(EACH SIDE> <br /> <br /> <br />112x4' SMS 1,/1 I'" NED-I,/ASHERS @ <br />8' O.C. (USE 1I12xS' SMS FOR 4' <br />COMPOSITE PANEL) <br /> <br />(2) 110xS' SMS <br />INTO SCREV BOSSES <br /> <br />2'x6'x.OSO' <br />LONG STRAP 1,/1 <br />(2) 110xl' SMS <br />INTO EDGE BEAM <br />AND (2) IUOxl' SMS <br />INTO COLUMN <br />(EACH SIDE> <br />(2) 110xl' SMS <br />THRU ANGLE INTO <br />EDGE BEAM <br /> <br /> <br />ALUMINUM <br />COMPOSITE PANEL <br /> <br />ALUMINUM <br />COMPOSITE <br /> <br />I <br /> <br />3'x2'x.OSO' PB @ <br />EDGE BEAM (SEE EDGE <br />BEAM SPAN CHARTS) <br /> <br />3'x2'x.OSO' PB <br />EDGE BEAM (SEE EDGE <br />BEAM SPAN CHARTS) <br /> <br />2'x2'x.093' ANGLE <br /> <br />(2) 1I10xl' SMS <br />THRU ANGLE INTO <br />3'x2' PB COLUMN <br />(EACH SIDE> <br /> <br />3'x2' PB COLUMN <br /><TYP.) (SEE SPAN <br />CHARTS) <br /> <br />2'x3' PB CDLUMN <br />(TYP.) (SEE SPAN <br />CHARTS) <br /> <br />@ <br /> <br />1I12x4' SMS VI I'" NEO-I,/ASHERS @ <br />8' O.C. (USE 1I12xS' SMS fDR 4' <br />COMPOSITE PANEL> <br /> <br />@ <br /> <br />, , <br />I <br />l <br />I <br /> <br />(3) 110xl' SMS <br />THRU STRAP INTO <br />COLUMN (EACH SIDE <br /> <br />l'x2'x.044' DB <br /> <br />IHOx 1 112' SMS <br />I! 24' D.C. AND I,/ITHIN <br />6' OF EACH SIDE OF <br />ALUMINUM COLUMN <br /> <br />2'x6'x.OSO' <br />LONG STRAP 1,/ I <br />(2) 110xl' SMS <br />INTO EDGE BEAM <br />AND (2) 1I10xl' <br />SMS INTO COLUMN <br />(EACH SIDE> <br /> <br /> <br />:] <br /> <br />2'x7'x.OSO' <br />LONG STRAP 1,/1 <br />(2) IHOxl' SMS <br />INTO EDGE BEAM <br /> <br /> <br />3'x2'x.050' PB @ <br />EDGE BEAM (SEE EDGE <br />BEAM SPAN CHARTS) <br /> <br />2'x3'x.OSO' PB EDGE <br />BEAM -(USE 2'x2'x.044' <br />PB EDGE BEAM SPANS <br />OFF EDGE BEAM SPAN <br />CHART> <br /> <br />ALUMINUM <br />COMPOSITE PANEL <br /> <br /> <br />(4) 1I10x4' SMS <br />INTO SCREI,/ BDSSES <br /> <br />IIITD <br /> <br />@ <br /> <br />3'x2' PB COLUMN <br /><TYP.) (SEE SPAN <br />CHARTS) <br /> <br />3'x2' PB COLUMN <br />(TYP.) (SEE SPAN <br />CHARTS) <br /> <br /> <br />ROOF SPANS UP TO 12'-0' I,/ITH MAXIMUM 2'-0' OVERHANG <br /> <br />@ <br /> <br />USE 2 x 2 EDGE BEAM SPAN VALUES <br />NOTE. FASTENERS MUST BE 0.5' FROM EDGE or STRAP. <br /> <br />_ 2'x3'x.OSO' PB IS ACTUALLY A <br />3')(2')(,050' PB TURNED ONTO ITS <br />I,/EAK AXIS <br /> <br />3811 TAMIAMt -mAIl. !JJI~ E <br />PORT O-IARlOTTE. n. 3J9~2 <br />PHONE: (941) 621-4901 <br />FAX: (941) 824-2382 <br /> <br />~ ALUIIlNUJI STRUCTURES IlASTZR PLAN <br />~ [I,~mft:, INC. @ COP'lRlGHT At EKCINDRING, INC. 2002 <br />Al ENGINEERING, INC. n.ORlDA UCENSE #7<<1 <br /> <br />PAGE 182 OF 266 <br />