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<br />BEAM TO GUTTER <br />SCREEN WALL/SCREEN <br /> <br />DETAILS <br />ROOF ONLY <br /> <br />II <br />. <br />I <br />I <br />I <br />I <br /> <br /> <br /> <br />- <br />SQ:" - ~ <br />GUTTE" -_ <br />.......... TO F, - <br />u~ TAILS ASCIi;'f <br /> <br />(4) .14x3' LAG <br />SCRE'WS 'WI 3/4'_ <br />ST AINLESS STEEL <br />'WASHER I EACH <br />CLIP <br /> <br /> <br /> <br />i <br />I <br />I <br /> <br /> <br />I <br />I <br />--------1... <br /> <br />s - <br />Q: GU~r-_ <br />DE:T AIlZ F" ASCIi;'f <br /> <br />(4) .14x3' LAG <br />SCRE'WS 'WI 3/4'_ <br />ST AlNLESS STEEL <br />'WASHER I! EACH <br />CLIP <br /> <br />I <br />I <br />--- -I <br />----~ <br /> <br />STRUCTURAL GUTTER <br />(2) 114x3/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATION) <br /> <br /> <br />SQ: ~-=-- <br />TTtR TO - - <br />DE:TAIlS F"ASCIAT <br />(4) 114x3' LAG <br />SCRE'WS 'WI 3/4'" <br />STAINLESS STEEL <br />'WASHER I! EACH <br />CLIP <br /> <br />l.'....' <br />r\: <br /> <br />Ii <br />H <br /> <br />3,5')(,100' ALUMINUM ANGLE CLIP <br />(1) I! EACH BEAM LOCATION <br />STRUCTURAL GUTTER <br /> <br /> <br /> <br />NeTE' <br /> <br />s - <br />tt GUT~r-_ <br />DtTAILZ F"ASClAt <br /> <br />(4) 114x3' 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) .14x3/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATIDN) <br /> <br />DETAIL 0 <br /> <br />2' 5MB (SEE ROOF BEAM SPAN CHARTS) <br />(4) 112x3/4' SMS EACH SIDE ~ <br /> <br />(3) 'B SMS THRU CHANNEL INTO BEAM MAX 45' <br />2 1/B'x1 1/2'x,062' REC, CHANNEL <br />OPTIONAL BEAM CUT <br /> <br />3,5'x.100' ALUMINUM ANGLE CLIP <br />(1) I! EACH BEAM LOCA TIIlN <br /> <br />(4) 114 SMS 2' 5MB (SEE ROOF BEAM SPAN CHARTS) <br />l'x2' DB @ <br />2'x2')(.093' ANGLE DETAIL B <br /> <br />(2) 112x1 112' SMS INTO OIB AND GUTTER <br /> <br />(4) 110x3/4' SMS INTO BEAM (EACH SIDE> <br />(2) 112x3/4' SMS EACH SIDE ~ <br /> <br />(3) IB SMS THRU CHANNEL INTO BEAM MAX 45' <br />2 1/B'x1 1/2'x.062' REC, CHANNEL <br />OPTIONAL BEAM CUT <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />DETAIL @ <br /> <br />I <br /> <br />2' 5MB (SEE ROOF BEAM SPAN CHART4) <br /> <br />2'x2' INTERNALLY FASTENED TO MAX, 45' <br />BEAM 'WITH (2) 110x1 1/2' SMS <br /> <br />(4) 112x3/4' SMS EACH SIDE <br /> <br />(4) tU4x3/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATION) <br />2 1/B'xl 1/2'x.062' REC. CHANNEL <br /> <br />I <br /> <br />3.5'x,100' ALUMINUM ANGLE CLIP <br />(1) I! EACH BEAM LOCATIDN <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) 110x1 1/2' SMS 4 <br />(4) 112x3/4' SMS EACH SIDE <br />(4) 114)(3/4' SMS INTO GUTTER MAX. 45' <br />U' MINIMUM SEPARATION) <br />2 1/B'x1 1/2')(.062' RECEIVING CHANNEL <br /> <br />1.) AL ENGINEERING, INC. DOES NOT 'WARRANTEE qR GUARANTEE. EITHER EXPRESSLY DR 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 DF 2)(4 TRUSSES <br />SPACED 24' O,C.. TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. <br /> <br />BTC <br /> <br />3871 TANIANI TRAIL. sum: E <br />PORT a-lARLOTlE. FL 33952 <br />PHONE: (941) 827-4901 <br />fAX: (941) 824-2382 <br /> <br />~ ALUMINUM STRUCTURlS IlASTZR PLAN <br />D<<iiIfiRItG.INC. @ COPYRIGHT AI. ENGIMURING. INC. 2002 <br />AL ENGINEERING. INC. FLORIDA UCENSE 11441 <br /> <br />PAGE 86 OF 266 <br />