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<br />SUPER GUTTER CONNECTIONS <br /> <br />2" WIDE X ,050" EXTRUDED STRAP II EA. BEAM CONNECnON <br />W/ 1/4"" X 2" LAG SCREW THRU STRAP INTO FASCIA. <br /> <br />(2) ,'0 X 3/4" rEXS <br /> <br />[ 1 1/2" X 2 1/8" X .050" SECURED TO GUTTER <br />w/ 110 X 3/4" TEKS. 0 1" O.C. STAGGERED <br />AND TO,BEAM W/ 110 X 3/4" <br />TEKS, 0 1" O.C, (STAGGERED ON EA. SIDE) <br /> <br /> <br />(2) 170XJ- SCREWS "EA. RAFTF.:R (TYP.) <br />(PRE-DRILL TO ENSURE HITnNG RAFTF.:R TAIL) <br /> <br />5.M.B. & GUTTER CONNECTION <br />OPTION 1 DETAIL <br /> <br />P.T, LUMBER BLOCKING (CONT.) <br />IF REO'D. <br /> <br />/' <br /> <br /> <br />(2) '70X:r SCREWS 0 EA. RAFTF.:R <br />TO ENSURE HlrnNG RAFTF.:R TAIL) <br /> <br /> <br />,040" X 1 1/2- STRAP J <br />II EA. ALUM. RAFTF.:R <br /> <br />170 X J" II 24" O.c. (MAX.) <br /> <br />(2) '70 X J)4" TF.:KS <br /> <br />,f ' <br /> <br />,j; <br />\: <br />, <br /> <br />S.M.B. & GUTrER CONNECTION <br /> <br />OPTION 2 DETAIL <br />ALL .DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN <br /> <br />5" OR ,7" <br />SUPER <br />GUTTER pOX2" SCREWS <br />o 16" D.C. (T'IP.) <br /> <br />It\?OD FURRING " <br />EA. RAFTER IF NEEDED <br />S.M.B. & GUrrER CONNECTION <br /> <br />OPTION 3 DErAIL <br />ALL DETAILS SAME AS OPTION 1 El!CCEPT AS SHOWN <br /> <br />,t <br /> <br />THESE STRUCTURES 9ESIGNED WI TH <br />THE 2007 FLORIDA BLDG. CODE <br />cfc CHAP. 6 OF ASCE 7 FOR 135 MPH WIND <br />VELOCITY (3 SEC. GUST) EXPOSURE A-D, <br />VOID AFTER 2-1-07 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA'lEN. FL. 338~ <br />(863) 299- 1048 P,E. 32185 <br /> <br />Pg, l-G <br /> <br />NOTE: STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITH <br />THE 2007 FLORIDA BLDG. CODE & CHAP. 6 OF ASCE 7 FOR 110 up to 135 MPH <br />(3SEC. GUST) (DEFLECT/ON = 1/80 MAX.)) REVISED 2/11/2003 <br />