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<br /> <br />I BEAM TO OUrrER--DET A~LS I <br /> <br /> <br />- <br />-- <br />- <br />--- <br /> <br />2' x ,075 ALUlA, ANGlE ClIP <br />(1) 0 EACH BEAlA LOCATION <br />(2)-/10 SlAS <br /> <br />SEE GUTTER TO fASCIA <br />DETAILS <br /> <br />(4)-/12 x 3/4' SlAS INTO GUTTER (1' lAIN, SEPARATION) <br />2' SlAB SEE SPAN CHARTS <br />(4)-#12 x 3/4' SlAS EACH SlOE: <br /> <br />18 SlAS THRU CHANNEL INTO BEAll <br /> <br />~5' <br /> <br />2 t /8' x 1 t /2' REC, CHANNEL ,062 <br /> <br />2' SlAB SEE SPAN CHARTS <br /> <br />(4)-/10 SIIS INTO BEAlA ( EACH SlOE) <br /> <br />(2)-/12 x 3/4' SlAS INTO' GUTTER <br />(1" lAIN, SEPARATION) <br /> <br />#8 SIIS THRU CHANNEL INTO BEAM <br /> <br />~. <br /> <br />2 I/S' x l' REC, CHANNEL .062 <br /> <br />- <br /> <br />2' x ,075 ALUlA, ANGLE CLIP J <br />(t) 0 EACH BEAll LOCATION <br />/' <br /> <br />2' SlAB SEE SPAN CHARTS <br /> <br />- <br />-- <br />---, <br />SEE GU TTER TO f AsaA <br />OETAlLS <br /> <br /> <br />2 x 2 INlERNALL Y f ASlENEO TO BEAM <br />'MTH (2)-/l0 x 1 1/2' SIIS <br /> <br />(4)-/12 3/4 SIIS EACH SlOE <br />(4)-#12 x 3/4 SlAS INTO GUTTER (t' "IN, SEPARATION) <br />2 1/8' x t 1/2' REC, CHANNEL ,062 <br /> <br />445' <br /> <br />- <br />-- <br />- <br />- <br />---, <br /> <br />SEE GUTTER TO f AsaA <br />DETAILS <br /> <br />2' x ,075 ALUlA, ANGLE CLIP <br />(1) 0 EACH BEAll LOCA nON <br />/' <br /> <br />2' SlAB SEE SPAN CHARTS <br /> <br />DOOR JAlAB INlERNALL Y f ASlENED TO BEAll <br />'MTH (2)-/l0 x 1 1/2' SIIS <br /> <br />(4)-#12 x 3/4 SlAS EACH SlOE <br />(4)-#12 x 3/4 SIIS INTO GUTTER (1" IIIN, SEPARATION) <br />2 l/S' xlI /2' REC. CHANNEL .062 <br /> <br />445' <br /> <br />NOlE: <br />AL ENGINEERING, INC, DOES NOT WARRANTEE, EITHER EXPRESSLY OR IlAPLlEO, THE STRUCTURAL INlEGRITY Of THE EXISTING STRUCTURE, <br /> <br />~ ALUMINUM STRUCT. URES MAS. TER PLAN <br />ENCHEB<<l ~. @ COPYRlqHT_~ INe: 1994-1, <br /> <br />I <br /> <br />i <br />,I <br />~ I <br />II <br />I: <br /> <br />49, <br />