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<br />i <br />1 <br /> <br /> <br />I <br />il <br />II <br />, <br /> <br /> <br />BEAM TO GUTTER <br />SCREEN WALL/SCREEN <br /> <br />DETAILS <br />ROOF ONLY <br /> <br />I <br />I <br /> <br /> <br /> <br />SE:F - ~ <br />GUTTER -_ <br />DET AI[~ F Asq;;r <br /> <br />(4) 114x3" LAG <br />SCRE'JS '.II 3/4"" <br />STIIlINLESS STEEL <br />'.lASHER I! EACH <br />CLIP <br /> <br />I <br />I <br />--------1.. <br /> <br />STRUCTURAL GUTTER <br /> <br />Stt "GO~1-_ <br />DtrAlL~ FASCI;;r <br /> <br />(4) 114x3" LAG <br />SCRE'JS '.II 3/4". <br />ST AINLESS STEEL <br />'.lASHER @ EACH <br />CLIP <br /> <br />I <br />I <br />--- :J... <br />---- <br /> <br />;" <br /> <br />STRUCTURAL GUTTER <br />(2) 114x3/4' SMS INTO GUTTER <br />(1" MINIMUM SEPARATION) <br /> <br /> <br />SE:F "GO ----- <br />TTER r:o-- <br />DETAIlS FASCI;;r <br /> <br /> <br />(4) 114x3" LAG <br />SCREVS '.II 3/4". <br />ST AINLESS STEEL <br />'.lASHER @ EACH <br />CLIP <br /> <br />~ I <br />.1 <br /> <br />3.5"x.l00' ALUMINUM ANGLE CLIP <br />(1) @ EACH BEAM LoCA nON <br />STRUCTURAL GUTTER <br /> <br /> <br />NOTEI <br /> <br />SEt ~T~- <br />TER TO-- <br />DtTAlls FASCI;;r <br /> <br /> <br />(4) 114x3' LAG <br />SCRE'JS VI 3/4'. I <br />ST AINLESS STEEL I <br />'.lASHER @ EACH <br />CLI~_____j <br /> <br /> <br />STRUCTURAL GUTTER <br /> <br />I <br /> <br />(4) 114x3/4' SMS INTO GUTTER <br />(I" MINIMUM SEPARATION) <br /> <br />I <br /> <br />DETAIL (6) <br /> <br />2' 5MB (SEE Roor BEAM SPAN CHARTS) <br />(4) 112)(3/4" SMS EACH SIDE ~ <br /> <br />(3) 18 SMS THRU CHANNEL INTO BEAM MAX 45' <br />2 1I8"xl 1/2"x.062' REC. CHANNEL <br />OPTIONAL BEAM CUT <br /> <br />I <br /> <br />I <br /> <br />3.5")(.100" ALUMINUM ANGLE CLIP <br />(1) @ EACH BEAM LOCATION <br /> <br />(4) 114 SMS 2' 5MB (SEE Roor BEAM SPAN CHARTS) <br />l'x2' DB 2"x2"x.093' ANGLE DETAIL @ <br /> <br />(2) 112xl 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) 1t8 SMS THRU CHANNEL INTO BEAM MAX. 45' <br />REC. CHANNEL <br /> <br />I <br /> <br />DETAIL @ <br /> <br />2" 5MB (SEE ROOF BEAM SPAN CHART4) <br /> <br />2"x2" INTERNALLY rASTENED TO MAX. 45' <br />BEAM '.11TH (2) 110xl 112' SMS <br /> <br />(4) 112x3/4" SMS EACH SIDE <br /> <br />(4) 114x3/4" SMS INTO GUTTER <br />(1" MINIMUM SEPARATION) <br />2 I/B'xl 1/2"x.062' REC, CHANNEL <br /> <br />3Sx.l0D" ALUMINUM ANGLE CLIP <br />(1) @ EACH BEAM LOCATION <br />(4) 114 SMS <br /> <br />DETAIL @ <br />2' 5MB (SEE Roor BEAM SPAN CHARTS) <br /> <br />DOOR JAMB INTERNALLY rASTENED TO <br />BEAM '.11TH (2) 110xl 1/2' SMS ~ <br />(4) 112x3/4' SMS EACH SIDE <br />(4) 114x3/4' SMS INTO GUTTER MAX. 45' <br />(I" MINIMUM SEPARATION) <br />2 1/8'xl 1/2"x.062" RECEIVING CHANNEL <br /> <br />1.) AL ENGINEERING, INC. DOES NOT 'JARRANTEE OR GUARANTEE. EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY or <br />THE EXISTING STRUCTURE. <br />2.) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE. <br />3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAX. OVERHANG '.11TH A MINIMUM or 2x4 TRUSSES <br />SPACED 24' D,C.. TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. <br />BTC <br /> <br />3871 TAMIAMI mAIL. SUITE E <br />PORT OiARLOTtE. Fl 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 824-2382 <br /> <br />~ ALUMINUM STRUCTURES IlASTER PLAN <br />DlCiINIIJK. K. @ COPYRIGHT AI. ENCINDRING, INC. 2002 <br />AL ENGINEERING, INC. FlORIDA UCENSE 17441 <br /> <br />PAGE 86 OF 266 <br />