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<br /> <br />BEAM TO GUTTER <br />SCREEN WALL/SCREEN <br /> <br />DET AILS <br />ROOF ONLY <br /> <br />" <br />. <br />- <br />I <br /> <br /> <br /> <br /> <br />SQ: - ____ <br />GOTTt-o -_ <br />"-'" TO - <br />DnAlLS F'ASCIA] <br /> <br />(4) 114x3" LAG <br />SCRE'WS 'WI 3/4"_ <br />ST AINLESS STEEL <br />'WASHER I! EACH <br />CLIP <br /> <br />I <br />I <br />--------/.. <br /> <br />STRUCTURAL GUTTER <br /> <br /> <br />S - <br />Q: GO~-_ <br />'''-", TO - <br />DE"TAIl..S F'ASCIA] <br />(4) 114x3" LAG <br />SCRE'WS 'WI 3/4"_ <br />ST AINLESS STEEL <br />'WASHER I! EACH <br />CLIP <br /> <br />I <br />I <br />--- - I <br />- - - - -f..-. <br /> <br />STRUCTURAL GUTTER <br />(2) IU4x3/4" SMS INTO GUTTER <br />(1" MINIMUM SEPARATION) <br /> <br />- <br />SQ:-~ <br />GlJTrf:R r- - _ <br />l1f:TAIl~ F'ASCIA] <br /> <br />(4) IU4x3" LAG <br />SCRE'WS 'WI 3/4"_ <br />STAINLESS STEEL <br />'W ASHER I! EACH <br />CLIP <br /> <br />3.5"x.100" ALUMINUM ANGLE CLIP <br />(1) I! EACH BEAM LOCATION <br />STRUCTURAL GUTTER <br /> <br /> <br />NOTE. <br /> <br />Sf:f: ;;T~- <br />1"f:R 1"0-- <br />lJE:1"AILS F'ASCIA] <br />(4) lt14x3' LAG <br />SCRE'WS 'WI 3/4"_ I <br />ST AINLESS STEEL I <br />'WASHER I! EACH <br />CLI~_____j <br /> <br />STRUCTURAL GUTTER <br /> <br />(4) 114x3/4" SMS INTO GUTTER <br />(1" MINIMUM SEPARATION) <br /> <br />DETAIL @ <br /> <br />2" 5MB (SEE ROOf BEAM SPAN CHARTS) <br />(4) 112x3/4" SMS EACH SIDE Ar <br /> <br />(3) IS SMS THRU CHANNEL INTO BEAM MAX. 45' <br />2 I/S'x1 1/2"x.062" REC. CHANNEL <br />OPTIONAL BEAM CUT <br /> <br />3.5"x.lOO" ALUMINUM ANGLE CLIP <br />(1) I! EACH BEAM LOCATION <br /> <br />(4) 114 SMS 2" 5MB (SEE ROOf BEAM SPAN CHARTS) <br />1"x2" OB @ <br />2"x2"x.093" ANGLE DETAIL B <br /> <br />. (2) 112xl 1/2" SMS INTO O/B AND GUTTER <br /> <br />(4) IUOx3/4" SMS INTO BEAM (EACH SIDE> <br />(2) IU2x3/4' SMS EACH SIDE ~ <br /> <br />(3) IS SMS THRU CHANNEL INTO BEAM MAX. 45' <br />2 lIS"xl lI2"x.062" REC. CHANNEL <br />OPTIONAL BEAM CUT <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />DETAIL @ <br /> <br />2" 5MB (SEE ROOf BEAM SPAN CHART4) <br /> <br />2"x2" INTERNALLY fASTENED TO MAX. 45" <br />BEAM 'WITH (2) IIOxl 1/2" SMS <br /> <br />(4) 112x3/4" SMS EACH SIDE <br /> <br />(4) 114x3/4" SMS INTO GUTTER <br />(1" MINIMUM SEPARATION) <br />2 lIS'xl 1I2"x.062" REC. CHANNEL <br /> <br />3.5"x.lOO", ALUMINUM ANGLE CLIP <br />(1) I! EACH BEAM LOCATION <br />(4) 114 SMS <br /> <br />DETAIL .@ <br /> <br />2" 5MB (SEE ROOf BEAM SPAN CHARTS) <br /> <br />DOOR JAMB INTERNALLY fASTENED TO <br />BEAM 'WITH (2) 110xl 1/2" SMS 4 <br />(4) 112x3/4" SMS EACH SIDE <br />(4) 114x3/4" SMS INTO GUTTER MAX. 45' <br />(1" MINIMUM SEPARATION) <br />2 I/S"xl 1I2"x.062" RECEIVING CHANNEL <br /> <br />1.> AL ENGINEERING, INC. DOES NOT 'WARRANTEE qR GUARANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY Of <br />THE EXISTING STRUCTURE. <br /> <br />2'> CONTRACTOR SHALL VERIF"Y STRUCTURAL INTEGRITY Of HOST STRUCTURE. <br /> <br />3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAX. OVERHANG 'WITH A MINIMUM Of 2x4 TRUSSES <br />SPACED 24" O.C.. TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. <br /> <br />BTt; <br /> <br />3871 TAMIAMI lRAIl. SUITE E <br />PORT CH^RLO~ Fl.. 33952 <br />PHONEl (141) 827-4101 <br />'A)C: ('41) 82+-23112 <br /> <br />~ ALUMINUM STRUCTUMS IlASTIR PLAN <br />Ol&N[l]lll&, INC. @ COPYRIGHT ~ DGINURIl'l'G, INC. 2002 <br />AL ENOINEERlNG, lNCo F1.OR1CA UCENSE 11441 <br /> <br />PAGE 86 OF 266 <br />