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<br />-wr <br /> <br />GUTTER <br />SCREEN <br /> <br />TO <br />WALL <br /> <br />FASCIA DETAILS <br />SCREEN ROOF <br /> <br /> <br />(4) 114)(3' LAG SCRE'JS '.II 3/4' STAINLESS 5 <br />STEEL '.lASHERS @ EACH CLIP <br />3.5")(.100" ALUM ANGLE CLIP Ii! EA. BEAM 4 <br />114)(3/4" SMS <br />./" <br /> <br />i <br />:1 <br />I <br />I <br />j <br />I <br /> <br />./" <br /> <br /> <br />DETAIL 0 <br /> <br />, <br />r <br />: I <br />ij <br /> <br />./" <br />I (REF. BEAM TO <br />GUTTER DETAILS) <br /> <br />2 CONTINUOUS ANGLE 1')(2' OB OR 'JoOD <br />TO PLUMB GUTTER VHEN REQUIRED <br /> <br />4", 5' OR 7" SUPERGUTTER <br /> <br /> <br />! i <br />; ~ <br /> <br />RAFTER MIN. 2" PENETRATION (MAX. 24' D.C.) <br /> <br />./" <br /> <br /> <br /> <br /> <br />3/8")(8' LAG THRU SPACER FERRULE Ii! EACH BEAM <br />(FERRULE SHALL BE RIGID ALUMINUM OR PVC PIPE> 4 <br /> <br />/'" <br /> <br />./" <br />I (REF. BEAM TO <br />GUTTER DETAILS) <br /> <br />DETAIL @ <br /> <br />4", 5' DR 7" SUPERGUTTER <br /> <br />NOTE. <br /> <br />P AL ENGINEERING, INC. ODES NOT 'JARRANTEE DR GUARANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY or <br />THE EXISTING STRUCTURE. <br /> <br />2,) CONTRACTOR SHALL VERIry STRUCTURAL INTEGRITY OF HOST STRUCTURE. <br /> <br />3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG '.lITH A MINIMUM Dr 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 /> <br />5.) 0 DENOTES ORDER or INST ALLA TION PROCEDURES. <br /> <br />Sf;1 <br /> <br />;sa71 TAMIAMI TRAIl., IUITI: E <br />PeRT CHARLOTTE, FL 33152 <br />PHONE: (841) 1527-4901 <br />FAX: (841) 82+-2382 <br /> <br />~ ,"UlIlNUM Sf'IIUC'I'lJUS JUSf'ZII PUN <br />9B1:B114&.lNC. @ COPYRIGHT .u. ENCDI'URING, ore. 2002 <br />AL EHGlNEmlNG, INC. FLORIDA UCENSE 17441 <br /> <br />PAGE 85 OF 286 <br />