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<br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br /> <br />GUTTER <br />SCREEN <br /> <br />DETAILS <br />SCREEN ROOF <br /> <br />TO FASCIA <br />WALL <br /> <br /> <br />(4) 1I14x3' LAG SCRE"S "I 3/4' STAINLESS 5 <br />STEEL "ASHERS (o! EACH CLIP <br />3,S'x.100' ALUM ANGLE CLIP (o! EA, BEAM 4 <br />1I14x3/4' SMS <br /> <br />/" <br /> <br /> <br />/ <br /> <br />/ <br />I (REF. BEAM TO <br />GUTTER DETAILS) <br /> <br />DETAIL ([) <br /> <br />4', 5' DR 7' SUPERGUTTER <br /> <br />2 CONTINUOUS ANGLE l'x2' DB DR "ODD "EDGE <br />TO PLUMB GUTTER "HEN REQUIRED <br /> <br /> <br />3/S'xS' LAG THRU SPACER FERRULE (o! EACH BEAM <br />(FERRULE SHALL BE RIGID ALUMINUM DR PVC PIPE) 4 <br /> <br />/" <br /> <br />/ <br /> <br />/ <br />I (REF, BEAM TO <br />GUTTER DETAILS) <br /> <br />DETAIL @ <br /> <br />2 CONTINUOUS ANGLE l'x2' DB DR "ODD <br />TO PLUMB GUTTER "HEN REQUIRED <br /> <br />4', 5' DR 7' SUPERGUTTER <br /> <br />NOTEI <br /> <br />1.) AL ENGINEERING, INC, DOES NOT "ARRANTEE DR 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' MAXIMUM OVERHANG "ITH A MINIMUM OF 2x4 TRUSSES <br />SPACED 24. O,C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER TO EXCEED THESE PARAMETERS, <br /> <br />4,) GUTTER MAY BE REVERSED USING SAME FASTENER PATTERNS, <br />5,) (8) DENOTES ORDER OF INSTALLATION PROCEDURES. <br />SeT <br /> <br />3871 TAMIAMI TRAIL SUITE E <br />PORT a-tARLOTTE. FL 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 624-2382 <br /> <br />~ ALUMINUM STRUCTURES JlASTER PLAN <br />.. ENGINEERING, INC. @ COPYRIGHT AL ENGIND:RING, INC. 2002 <br />AL ENGINEERING, INC. FLORIDA UCENSE 17441 <br /> <br />PAGE 85 OF 266 <br /> <br />