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<br />1 <br /> <br />.~ <br />" <br /> <br />" <br /> <br />II <br /> <br />:1 <br /> <br />;1 <br />l <br /> <br />BEAM TO GUTTER <br />SCREEN WALL/SCREEN <br /> <br />DETAILS <br />ROOF ONLY <br /> <br /> <br /> <br />DETAIL 0 <br /> <br />SE:E: - ~ <br />GUTTr-o -_ <br />Do;.... TO ~ - <br />E:TAllS AScrAr <br /> <br />(4) IU4x3' LAG <br />SCRE'WS 'WI 3/4'11I <br />STAINLESS STEEL <br />'WASHER @ EACH <br />CLIP <br /> <br />(4) 114xJ/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATION) <br /> <br />I <br />I <br />---- -/ <br />---~ <br /> <br />2' 5MB (SEE ROOF BEAM SPAN CHARTS) <br />(4) 112x3/4' SMS EACH SIDE ~ <br /> <br />(3) ItB SMS THRU CHANNEL INTO BEAM MAX. 45' <br />2 lIB' xl 1I2'x.062' REC. CHANNEL <br />OPTIONAL BEAM CUT <br /> <br /> <br /> <br />s- - <br />~ GU~-_ <br />... TO - <br />DE:TAIlS F"AScrAr <br />(4) 1t14x3' LAG <br />SCRE'WS 'WI 3/4'" <br />STAINlESS STEEL <br />'WASHER @ EACH <br />CLIP <br /> <br />2' 5MB (SEE ROOF BEAM SPAN CHARTS) <br />2'x2'x.093' ANGLE DETAIL @ <br /> <br />(2) 112xl 1/2' SMS INTO O/B AND GUTTER <br /> <br />(4) ItlOx3/4' SMS INTO BEAM (EACH SIDE> <br />(2) #12x3/4' SMS EACH SIDE ~ <br /> <br />(3) #B SMS THRU CHANNEL INTO BEAM MAX. 45' <br />REC. CHANNEL <br /> <br />I <br />I <br />--- - I <br />- - -c... <br /> <br />STRUCTURAL GUTTER <br />(2) #14x3/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATION) <br /> <br />BEAM CUT <br /> <br />DETAIL @ <br /> <br />s -- <br />~ GUTTt;;- _ _ <br />1JE:TAll~ F"ASCIAr <br /> <br />(4) #14x3" LAG <br />SCRE'WS 'WI 3/4'" <br />STAINLESS STEEL <br />'WASHER @ EACH <br />CLIP <br /> <br />2' 5MB (SEE ROOF BEAM SPAN CHART4) <br /> <br />2'x2' INTERNALLY FASTENED TO MAX. 45' <br />BEAM 'WITH (2) ItIOxl 1/2' SMS <br /> <br />(4) 112x3/4' SMS EACH SIDE <br /> <br />(4) #14x3/4' SMS INTO GUTTER <br />(1" MINIMUM SEPARATION) <br />2 I/B'xl 1I2'x.062' REC. CHANNEL <br /> <br />3.S'x.l00' ALUMINUM ANGLE CLIP <br />(1) @ EACH BEAM LOCATION <br />STRUCTURAL GUTTER <br /> <br />3.S'x.l00' ALUMINUM ANGLE CLIP <br />(1) @ EACH BEAM LOCATION <br />(4) 114 SMS <br /> <br />DETAIL @ <br />2" 5MB (SEE ROOF BEAM SPAN CHARTS) <br /> <br /> <br />NOTEI <br /> <br />SE:E: ~T~ <br />TtR TO - _ <br />DE:TArlS F"AScrAr <br />(4) 114x3' LAG <br />SCRE'WS 'WI 3/4'11I I <br />STAINLESS STEEL I <br />'WASHER @ EACH <br />CLI~_____j <br /> <br />STRUCTURAL GUTTER <br /> <br />DOOR JAMB INTERNALLY FASTENED TO <br />BEAM 'WITH (2) 110xl 112' SMS 4 <br />(4) #12x3/4' SMS EACH SIDE <br />(4) #14x3/4' SMS INTO GUTTER MAX. 45' <br />(1' MINIMUM SEPARATION) <br />2 l/B"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 'tIITH A MINIMUM or 2)(4 TRUSSES <br />SPACED 24' O.C.. TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. <br /> <br />BTf; <br /> <br />3871 TAMIAMI TRAIL. SUITE E <br />PORT CHARLOTlE. FL 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 824-2382 <br /> <br />~ ALUMINUM STRUCTU1f6S IIASTZR PLAN <br />ENliIIBIIt6, INC. @ COPYRIGHT AI. ENCINURI!l'C, INC. 2002 <br />AL ENGINEERING, INC. FLORIDA UCENSE 17441 <br /> <br />PAGE 66 OF 266 <br />