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<br />GUTTER <br />SCREEN <br /> <br />TO <br />WALL <br /> <br />FASCIA DETAILS <br />SCREEN ROOF <br /> <br /> <br />(4) 1114)(3' LAG SCRE\.IS \.II 3/4' STAINLESS '5' <br />STEEL \.lASHERS l! EACH CLIP ~ <br /> <br />3.5')(.100' ALUM ANGLE CLIP l! EA. BEAM 4 <br /> <br />IH4)(3/4' SMS <br /> <br />/ <br /> <br />./" <br /> <br /> <br />./" <br />I (REf. BEAM TO <br />GUTTER DETAILS) <br /> <br />2 CONTINUOUS ANGLE 1')(2' DB DR \lOOD \lEDGE <br />TO PLUMB GUTTER \.IHEN REQUIRED <br /> <br />4', 5' DR 7" SUPERGUTTER <br /> <br /> <br />DETAIL 0 <br /> <br />3/8")(8' LAG THRU SPACER fERRULE @ EACH BEAM <br />(fERRULE SHALL BE RIGID ALUMINUM DR PVC PIPE> 4 <br /> <br />/ <br /> <br /> <br />./" <br /> <br />./" <br />I (REf. BEAM TO <br />GUTTER DETAILS) <br /> <br />4', 5' DR 7' SUPERGUTTER <br /> <br />DETAIL @ <br /> <br />NOTE. <br /> <br />1.) AL ENGINEERING, INC. DOES NOT \lARRANTEE DR 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' MAXIMUM OVERHANG \lITH A MINIMUM Of 2)(4 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 /> <br />5.) 0 DENOTES ORDER Of INSTALLATION PROCEDURES. <br /> <br />SCI <br /> <br />3871 TAWIAWI TRAIL, sum: E <br />PORT QiARLOTlE. Fl 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 82+-2382 <br /> <br />~ >>.UJlINUJI STRUCTURES Jl.ASTKR PUN <br />EHEiINEERIN6. It<<:. @ COPYRIGHT ~ ENGINBJ:RING. mc, 2002 <br />Al DlGlNEERlNG, INC. flORIDA UCENSE 17441 <br /> <br />PAGE 65 OF 266 <br /> <br />"~ <br /> <br />