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<br /> <br />:::I; ( <br />=-1 <br />I <br />~ <br /> <br />I <br /> <br />::3; <br /> <br />:::I! <br /> <br />:::a: <br />::;1Ii <br /> <br />::J! <br /> <br />:::I: <br />I <br />::3i <br />. 1 <br />, <br />I <br />::If <br />I <br />:::II <br />:::n! <br />I <br />I <br />" - i <br />::::ill <br />I <br />::I' <br />~ <br />~ <br />~ <br />, <br />:;.I <br />=- <br />I <br />~ <br />~' <br />:::tal <br />:mIl <br />I <br />::; <br />==1 <br />al~ <br />iRlt" <br />~.~ <br /> <br />,~ <br /> <br />I BEAM TO GUTTER DETA~LS I <br /> <br />[-- <br />~------ <br /> <br /><--> I <br />1 <br />) SEE GUTTER TO FASCIA <br />DETAILS <br />/ <br /> <br />._-----~ <br /> <br />2" x .075 ALUM. ANGlE CLIP <br />(1) 0 EACH BEAM LOCATION <br />(2)-'10 SlJS <br /> <br /> <br />(4)-'12 x 3/4' SMS INTO GUTTER (1' MIN. SEPARATION) <br />2' SlJB SEE SPAN CHARTS <br />(4)-112 x 3/4" SMS EACH SlOE <br /> <br />'8 SMS THRU CHANNEL INTO BEAlA <br /> <br />~5 <br /> <br />2 1/8' x 1 1/2" REC. CHANNEL ,062 <br /> <br />STRUCTURAL GUTTER <br /> <br />t-- <br />S ~----, <br /> <br /> <br />2" SlAB SEE SPAN CHARTS <br /> <br />SEE GUTTER TO FASCIA <br />DETAILS <br /> <br />(2)-'10 SlAS <br /> <br />(4)-#10 SlAS INTO BEAM ( EACH SlOE) <br /> <br />(2)-'12 x 3/4" SlJS INTO' GUTTER <br />(1' MIN. SEPARATION) <br /> <br />fI8 SlAS THRU CHANNEL INTO BEAM <br /> <br />~s <br /> <br /> <br />OPTIONAL BEAM WT <br /> <br />2 1/8" x ," REC, CHANNEL ,062 <br /> <br />t--~--_ <br /><~ -, <br /> <br />") SEE GUTTER TO FASCIA <br />I DETAILS <br />! <br /> <br />2" x ,07S ALUM, ANGLE CLIP J <br />(1) 0 EACH BEAlA LOCATION <br />,/ <br /> <br />2" SlJB SEE SPAN CHARTS <br /> <br /> <br />2 x 2 INTERNAlLY FASTENED TO BEAM <br />WITH (2)-'10 x 1 1/2' SlAS <br /> <br />445' <br /> <br />(4)-#12 x 3/4 SlAS EACH SlOE <br />(4)-#12 x 3/4 SlJS INTO GUTTER (1' MIN. SEPARATION) <br />2 1/8" x 1 1/2" REC. CHANNEL .062 <br /> <br />t--~ <br /> <br />2" x ,075 ALUM, ANGLE CLIP ,.....- <br />(1) . EACH BEAlA LOCATION <br />,/ <br /> <br />2' SlJB SEE SPAN CHARTS <br /> <br /> <br />---, <br /> <br /> <br />SEE GUTTER TO F ASOA <br />DETAILS <br /> <br />DOOR JAMB INTERNALLY F ASTENEO TO BEAlA <br />WITH (2)-#10 x 1 1/2" SlAS <br /> <br />445C <br /> <br />(4)-#12 x 3/4 SlJS EACH SlOE <br />(4)-#12 x 3/4 SlAS INTO GUTTER (I' lAIN, SEPARATION) <br />2 1/8" xlI /2" REC. CHAN~EL ,062 <br /> <br />NOTE: .. . <br />AL ENGINEERING, INC, DOES NOT WARRANTEE, EITHER EXPRESSlY OR IlAPlIED, THE STRUCTURAl INlEGRITY OF THE EXISTING STRUCTURE. <br /> <br />~ ALUMINUM STRUCTUR.ES MA. STER....PLAN <br />ENCHBI<<3. NC. @ COP':RlqHT"AL. I~c;,: 1994~ <br />. ... ;.., . ., <br /> <br /> <br />49, <br />