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<br />BEAM TO GUTTER <br />SCREEN WALL/SCREEN <br /> <br />DETAILS <br />ROOF ONLY <br /> <br /> <br /> <br />DETAIL CD <br /> <br />S - <br />EE GUT-';-R -_ <br />0;;.. TO - <br />DETAIlS FASCIi;'f <br />(4) IH4x3' LAG <br />SCRE'WS 'WI 3/4'_ <br />STAINLESS STEEL <br />'WASHER l! EACH <br />CLIP <br /> <br />(4) 1I14x3/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATION) <br /> <br />I <br />I <br />--- -I <br />- - ----c.. <br /> <br />2' 5MB (SEE Roor BEAM SPAN CHARTS) <br />(4) 1I12x3/4' SMS EACH SIDE ~ <br /> <br />(3) lie SMS THRU CHANNEL INTO BEAM. MAX. 45' <br />2 1I0'xl 1I2'x.062' REC. CHANNEL <br />OPTIONAL BEAM CUT <br /> <br />3.5'x.100' ALUMINUM ANGLE CLIP <br />m l! EACH BEAM LOCATION <br /> <br />(4) 1114 SMS 2' 5MB (SEE ROOF BEAM SPAN CHARTS) <br />1'x2' DB @ <br />2'x2'x,093' ANGLE DETAIL B <br /> <br />(2) 1I12xl 112' SMS INTO OIB AND GUTTER <br /> <br />(4) Itl0x3/4' SMS INTO BEAM (EACH SIDE> <br />(2) 1t12x3/4' SMS EACH SIDE ~ <br /> <br />(3) Ite SMS THRU CHANNEL INTO BEAM MAX. 45' <br />2 1I0'xl 1I2'x.062' REC. CHANNEL <br />OPTIONAL BEAM CUT <br /> <br />STRUCTURAL GUTTER <br /> <br /> <br /> <br />SEE-~ <br />GUTTER r - _ <br />DET AIl~ F ASCIi;'f <br /> <br />(4) 1t14x3' LAG <br />SCRE'WS 'WI 3/4'. <br />STAINLESS STEEL <br />'WASHER Ii! EACH <br />CLIP <br /> <br />I <br />I <br />--- -I <br />----~ <br /> <br />STRUCTURAL GUTTER <br />(2) 1t14x3/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATION) <br /> <br />DETAIL @ <br /> <br />2' 5MB (SEE Roor BEAM SPAN CHART2;-) <br /> <br />2'x2' INTERNALLY FASTENED TO MAX. 45' <br />BEAM 'WITH (2) 1I10xl 1/2' SMS <br /> <br />(4) 1I12x3/4' SMS EACH SIDE <br /> <br />(4) 1t14x3/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATION) <br />2 1/8'xl 1I2'x.062' REC. CHANNEL <br /> <br />3.5'x,100' ALUMINUM AN <br />m Ii! EACH BEAM LOCATIO <br />STRUCTURAL GUTTER <br /> <br />3.5'x.100' ALUMINUM ANGLE CLIP <br />m l! EACH BEAM LOCATION <br />(4) 1114 SMS <br /> <br />DETAIL @ <br />2' 5MB (SEE ROOF BEAM SPAN CHARTS) <br /> <br /> <br />NOTE. <br /> <br />SEE ~T~- <br />TER TO-- <br />DETAIlS FASCIAj <br /> <br /> <br />(4) 1I14x3' LAG <br />SCRE'WS 'WI 3/4'_ I <br />STAINLESS STEEL I <br />'WASHER Ii! EACH <br />CLI~_____j <br /> <br /> <br />STRUCTURAL GUTTER <br /> <br />DOOR JAMB INTERNALLY FASTENED TO <br />BEAM 'WITH (2) 1I10xl 112' SMS 4 <br /> <br />(4) #12x3/4' SMS EACH SIDE <br /> <br />(4) #14x3/4' SMS INTO GUTTER MAX. 45' <br />(1' MINIMUM SEPARATION) <br /> <br />2 lIe' xl 1/2'x.062' RECEIVING CHANNEL <br /> <br />1.) AL ENGINEERING, INC. DOES NOT 'WARRANTEE OR GUARANTEE. EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY OF <br />THE EXISTING STRUCTURE. <br /> <br />2,) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE. <br /> <br />3'> CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAX. OVERHANG 'WITH A MINIMUM or 2x4 TRUSSES <br />SPACED 24' O.C.. TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. <br /> <br />BTG <br /> <br />3871 TAMIAMI mAIL. sum: E <br />PORT a-IARLOTlE. FL 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 624-2382 <br /> <br />~ ALUllINUll STRUCTURES llASTllR PLAN <br />ENEiI&JlItG, INC. @ COPYRIGHT AL EMCINUR1NC. INC. 2002 <br />AL ENGINEERING, INC. FLORIDA UCENSE #7441 <br /> <br />PAGE B6 OF 266 <br /> <br /> <br />. <br />. <br />II <br />II <br />, <br /> <br />- <br /> <br />, <br /> <br />, <br /> <br />I <br /> <br />I <br /> <br />, <br />