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<br />SUPER GUTTER CONNECTIONS <br /> <br />2- KfOE" X .050- Da'RUDBJ STRAP' 0 EA. BEAM CONNE"CT1ON <br />W/ 1/4-_ X 2- LAG SCREW THRU STRAP INTO FASCIA. <br /> <br />(2) "0 X .1/4- m<S <br /> <br /> <br />(2) "OX.1- SCREWS.O E"A. RAFTfR (TYP.) <br />(PRE-DRILL TO E"NSURE" HITTING RAFTER TAlL) <br /> <br />S.M.B. & GUTTER CONNECTION <br />OPTION 1 DETAIL <br /> <br />OPT1ONAL STRAP CONNFCT1ON <br />.CUO- X 1 1/2- STRAP <br />o EA. ALUM. RAFTER' iJB. <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 BEAN W/110 X 3/4- <br />lEKS. 01. O.C. (STAGGERED ON EA. SIDE) <br /> <br />P.T. LUMBER BLOCKING <br />(COOT.) IF REO'D. <br /> <br />2- KfDE" X .050- CXTRUDBJ <br />STRAP 0 f'A.. BEAM . <br />CONNECT1ON W/ 1/4- 'X 2- <br />LAG SCRE"W THRU STRAP INTO <br />FASCIA W/ (2) "0 x .1/4- <br />m<S INTO SUPE"R GU77CR <br /> <br />7/8- FERRULE KfTH .1/8- X S- <br />. LAG SCREW 0 24- O.c. <br /> <br /> <br /> <br /> <br />MOOD FURRING 0 <br />EA. RAFTER IF NEEDBJ <br />S.M.B. & GUTTER CONNECTION <br /> <br />OPTION 3 DETAIL <br />ALL DETAILS SANE AS OPll0N 1 EXCEPT AS SHOWN <br /> <br />S.M.B. & GUTTER CONNECTION <br />OPTION 2 DETAIL <br />ALL DETAILS SAME AS OPll0N 1 EXCEPT AS SHOWN <br /> <br />BUILDING SHALL COMPLY WITH <br />ALL APPLICABLE BUILDING, <br />ELECTRICAL, PLUMBING AND <br />MECHANICAL CODES. <br /> <br />THESE STRUCTURES DESIGNED WITH <br />THE 2004 FLORIDA BLDG. CODE <br />.to CHAP. 6 OF ASCE 7 FOR 135 MPH WIND <br />VELOCITY (3 SEa. GUST) EXPOSURE A-D. <br />VOID AFTER 2-1-07 <br />OA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA YEN, FL. 33880 P 1 G <br />(863) 299-1048 P.E. 32186 g. - <br /> <br />NOTE: STRUCTURES DETAILED 'IN THESE PLANS WERE DESIGNED WITH <br />THE 2004 FLORIDA BLDG. CODE & CHAP. 6 OF ASCE 7 FOR 110 up to 135 MPH <br />~SEC. GUST) (DEFLECT/ON = 1/80 MAX.) REVISED 10/1/2005 <br />