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<br />r <br /> <br />SUPER GUTTER CONNECTIONS <br /> <br />2" mOE x ,050" EXTRUDED STRAP" EA. BEAM CONNEcnON <br />W/ 1/4"- X 2" LAC SCREW THRU STRAP INTO F-ItSClA. <br /> <br />(2) /'0 X 3/4" TE:KS <br /> <br /> <br />(2) "OX3" SCREWS 0 EA. RAFTER (TYP.) <br />(PRE-DRILL TO ENSURE HITnNC RAFTER TAIL) <br /> <br />S.M.B. & GUTTER CONNECTION <br />OP T10N 7 DETAIL <br /> <br />[ 1 '/2" X 2 1/6" X .050" SECURED TO GUTTER <br />WI 110 X 3/4" TEKS. 0 I" O.C, STAGG~RED <br />AND TO, BEAM wi 110 X 3/4" <br />TEKS, 0 ," O,C, (STAGGERED ON EA. SIDE) <br /> <br />P,T, LUMBER BLOCKING (CaNT,) <br />If'REQ'D. <br /> <br />.' . <br /> <br /> <br />(2) ,'OX"- SCREWS "cA. RAFTeR <br />TO ENSURE HITnNG RAFTeR TAIL) <br /> <br /> <br />,040" X I 7/2- STRAP J <br />0, EA. ALUM. RAFTeR <br /> <br />/10 X ,J" 024" O.c. (MAX.) <br /> <br />(2) "0 X 3/4- TeKS <br /> <br />,.' <br /> <br />~ <br />I; <br />~; <br /> <br />S.M.B, & GUTTER CONNECTION <br /> <br />OPTION 2 DETAIL <br />ALL ,DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN <br /> <br />110X2" SCREWS <br />o 16" O,C. (TYP.) <br />11oOO0 FURRING " <br />EA. RAFTF:R IF NEEDED <br />5. M. B. & GUTTER CONNECTION <br /> <br />OPTION 3 DETAIL <br />ALL DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN <br /> <br />THESE STRUCTURES 9ESIGNED m TH <br />THE 2001 FLORIDA BLDG. CODE <br />& CHAP, 6 OF ASCE 7 FOR 135 MPH mND <br />VELOCITY (3 SEC. GUST) EXPOSURE A-O, <br />VOID AFTER 2-1-07 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA VEN, FL. JJ81f!. <br />(B63) 299-1048 P,E, 32186 <br /> <br />Pg, 1-G <br /> <br />NOTE: STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITH <br />THE 2001 FLORIDA BLDG., CODE & CHAP. 6 OF ASCE 7 FOR 110 up to 135 MPH <br />(3SEG. GUST) (DEFLECTION = 1/80 MAX.)) REVISED 2/1/2003 <br />