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<br />" <br /> <br />I <br /> <br />I <br /> <br />GUTTER <br />SCREEN <br /> <br />TO FASCIA DETAILS <br />WALL SCREEN ROOF <br /> <br />I <br /> <br />I <br /> <br /> <br />5 <br /> <br />I <br /> <br />BEAM 4 <br /> <br />IU4x3/4' SMS <br />...-/ <br /> <br />I <br /> <br />...-/ <br /> <br />...-/ <br />I (REf. BEAM TO <br />GUTTER DETAILS) <br /> <br />DETAIL 0 <br /> <br />I <br /> <br />I <br /> <br />2 CONTINUOUS ANGLE 1"x2" DB OR ....OOD ....EDGE <br />TO PLUMB GUT ER ....HEN REQUIRED <br /> <br />4', 5" DR 7" SUPERGUTTER <br /> <br />I <br /> <br />I <br /> <br />...-/ <br /> <br /> <br /> <br />I <br /> <br />fASTEN fASCIA <br />RAfTER MIN, 2" <br /> <br />I <br /> <br /> <br />3/B"xB" LAG THRU SPACER fERRULE ! EACH BEAM <br />(fERRULE SHALL BE RIGID ALUMINUM DR PVC PIPE> 4 <br /> <br />/" <br /> <br />I <br /> <br />...-/ <br />I (REf, BEAM TO <br />GUTTER DETAILS) <br /> <br />DETAIL @ <br /> <br />I <br /> <br />2 <br /> <br />4', 5" OR 7" SUPERGUTTER <br /> <br />I <br /> <br />NOTEI <br />1,) AL ENGINEERING, INC, DOES NOT ....ARRANTEE DR GUARANTEE, EITHER EXPRESSLY DR IMPLIED, THE STRUCTURAL INTEGRITY [)f" <br />THE EXISTING STRUCTURE. <br /> <br />I 2,) CONTRACTOR SHALL VERIfY STRUCTURAL INTEGRITY Of HOST STRUCTURE. <br /> <br />I <br /> <br />3,) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG ....ITH A MINIMUM lJf" 2x4 TRUSSES <br />SPACED 24" O,C.. SPECIAL ENGINEERING IS REQUIRED IN DRDER TO EXCEED THESE PARAMETERS. <br /> <br />4,) GUTTER MAY BE REVERSED USING SAME fASTENER PATTERNS, <br /> <br />5,) 0 DENOTES ORDER OF INST ALLA TION PROCEDURES. <br /> <br />8(;1 <br /> <br />I <br /> <br />3871 TAMIAMI 'TRAlL. SUITE E <br />PORT CHARLOTTE. Fl 33952 <br />PHONE: (1141) 827-4901 <br />FAX: (1141) .Z+-2382 <br /> <br />~ ~UMINUJI 8TRUCTUM8 JUSTZR PUN <br />Blil&Jllt6.I1:. @ COPYRIGHT .u. .DfGlNDRDfG, INe, 2002 <br />At ENGINEERING, IHe. flORIDA UCENSE 11441 <br /> <br />PAGE 85 OF :aee <br /> <br />I <br />