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<br />t <br />ill <br />~ <br /> <br />~_ n'.~ __ '~'_'___" ,_,._ ~_~____~_""_' <br /> <br />= <br /> <br />'~-'~----~_.._""~-------""""'-""'''~l'''''''l'~~ <br /> <br /> <br />1 BEAM TO aU'TTER DET A~LS I <br /> <br /> <br />-- <br /> <br />-- <br /> <br />-- <br />--- <br /> <br />/ 2" x .075 ALUM. ANCl.E CUP <br />(1) . EACH BEAll LOCATION <br />(2)-110 SlAS <br /> <br />(4)-112 . 3/4" SMS INTO GUTTER (1- IIIN. SEPARATION) <br />2" Sl/B SEE SPAN CHARTS <br />(4)-#12 x 3/4- Sl/S EACH SlOE <br /> <br />SEE GUTTER TO FASCIA <br />on AILS <br /> <br />18 SI/S THRU CHANNEl IN TO BEAll <br /> <br />~,. <br /> <br />STRUCTURAL GUTTER <br /> <br />2 1/8" xlI /2" REC. CHANNEL .062 <br /> <br /> <br />---- <br />--- <br /> <br /> <br />-- <br /> <br />2" SMI SEE SPAN CHARTS <br /> <br />SEE GUTTER TO FASCIA <br />DETAlS <br /> <br />(2)-110 SIIS <br /> <br />(4)-110 SUS INTO BEAM ( EACH SlOE) <br />(2)-112 x 3/4" SI/S INTO' GUTTER <br />(1" MH. SEPARATION) <br />Ii SI/S lWRlJ CHAHNEI. tlro BEAM <br /> <br />/ <br /> <br /> <br />-------:.; <br /> <br />~S' <br /> <br />2 1/8" x I" AEC. CHANNEt. .062 <br /> <br /> <br />.J <br /> <br /> <br />-- <br />--,...., <br /> <br />2" SUB SEE SPAN CHARTS <br /> <br />-- <br />--, <br /> <br />SEE GUTlER TO FASCIA <br />DETAILS <br /> <br />2 x 2 INTERNALlY FASlENEO TO BEAll <br />lllTH (2)-110 xII /2" SIIS <br /> <br />4's' <br /> <br />-------...J <br /> <br />(4)-112 3/4 Sl/S EACH SlOE <br />(4)-112 . 3/4 Sl/S INTO GUTTER (I" l/fN. SEPARATION) <br />2 1/tI' xlI /2" AfC. CHAHHEL .062 <br /> <br /> <br />---- <br />~-- <br />--, <br /> <br />SEE GUTTER TO FASCIA <br />DETAilS <br /> <br />2" SlAB SEE SPAN OiARTS <br /> <br />DOOR JAIIll INTERNALLY FASTENED TO BEAll <br />WITH (2)-110 x 1 1/2" Sl/S <br /> <br />4,s. <br /> <br />(4)-112 3/4 SIIS EACH SlOE <br />(4)-112 x 3/4 SIIS INTO CUTlER (I" MIN. SEPARATION) <br />2 1/tI' x I 1/2. REC. CHANNEl. .062 <br /> <br />lTG <br /> <br />NOTE: <br />Al ENGINEERING, INC. DOES NOT WARRANTEE. EITHER EXPRESSlY OR IMPUEO, THE S1'RUCTURAL INTEGRITY Of THE EXISTING STRUCTURE. <br /> <br />ALUIIINUM STRUCTU1fEs MASTER PLAN <br />C @ COPYRIGHT AI., INC. 1994' <br /> <br />I <br /> <br /> <br /> <br />49 <br />