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<br />SUPER GUTTER CONNECnONS <br /> <br />[ 1 1/2" X 2 1/6" X .050" SECURED TO GUTTER <br />w/ 110 X 3/4" lEKS. 01" O.C. STAGGERED P.T. LUMBER BLOCKING (CONT.) <br />AND TO BEAM W/ #10 X 3/4" <br />TEKS. 0 1" O,C. (STAGGERED ON EA. SIDE) IF REO'D. <br /> <br /> <br />(2) pOX3" SCREWS 0 EA. RAFTER (TYP.) <br />(PRE-DRILL TO ENSURE HITTING RAFTER TAIL) <br /> <br />2" 'r'IIDE X .050" EXTRUDED STRAP" EA. BEAM CONNEcnON <br />w/ 1/4"_ X 2" LAG SCREW THi?U STRAP INTO FASCIA. <br /> <br />(2) 110 X 3/4" TEKS <br /> <br />S.M.B. & GUTTER CONNECTION <br />OP T/ON 1 DETAIL <br /> <br />OpTIONAL STRAP CONNEcnON <br />.040" X 1 1/2" STRAP <br />o EA. ALUM. RAFTER gj,. <br /> <br /> <br />'(2) 110X3" SCREWS (I EA. RAFTER <br />TO ENSURE HITTING RAFTER TAIL) <br /> <br />2" 'r'IIDE X .050" EXTRUDED <br />STRAP 0 EA. BEAM <br />CONNECl1ON w/ /14" X 2" <br />LAG SCREW THRU STRAP INTO <br />FASCIA w/ (2) 170 x 3/4" <br />TEKS INTO SUPER GUTTER <br /> <br />110 X 3" " 24" O.c. (MAX.) <br />\ (2) 110 X '/4" 7EKS <br /> <br /> <br /> <br />\ <br /> <br /> <br />o FURRING (I <br />E'A. RAFTER IF NEEDED <br />S.M.B. & GUTTER CONNECTION <br />OPT/ON 3 DETAIL <br />ALL DETAILS SAME AS OP110N 1 EXCEPT AS SHOWN <br /> <br />S.M.B. & GUTTER CONNECTION <br />OPTION 2 DETAIL <br />ALL DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN <br /> <br />PAN/GUTTER/BEAM DETAILS (ALL DETAILS SAME EXCEPT AS SHOWN) <br /> <br />C 1 1/2" X 2 1/8" X .050" SECURED TO SUPER GUTTER <br />w/ 110 X 3/4" lEKS. 0 1" O.c., STAGGERED <br />AND SECURED TO 2 X _ S.M.B. w/ 110 X 3/4" <br />TEKS. 0 1" O,C. STAGGERED (ON EA. SIDE OF S.M.8.) <br /> <br /> <br />1/16" X 1" X 1" ANGLE (I 4' O.C.(MAX.) AND <br />(I EA. BEAM w/ (2) 110 X 3/4" TeKS " EA. END. <br />" f . <br />J" ALUM. PAN W/ll0 X J/4" S.M.S. 0 5" O.C. <br />OR ruTe PANELS W/110 S.M.S. X LENGTH <br />0" LONGER THAN PANEL THK'NESS) 0 12" O.C. <br /> <br />3" X J" COLUMN <br /> <br /> <br />J" X J" COLUMN <br /> <br />SECURE SUPER GUTTER, <br />S.M.B., 4c J" COL. w/ <br />(2) 1/4"- THRU BOLTS <br />SUPIiB, GUTTER SECURm TO <br />2 X .L S.M.B. w/ 110 X J/4" <br />TEKS 6" O.C. STAGGERED <br /> <br />C 1 1/2" X 2 1/6" X .050" SECURED TO 2 X n.M.B. <br />w/ #10 X 3/4" TEKS. 0 1" o.C., STAGGERED <br />AND SECURED TO ROOF BEAM w/ *'0 X 3/4" <br />TEKS. 0 1" O.C. (STAGGERED ON EA. SIDE.) <br /> <br />NOTE: WHEN REC. CHANNEL AUGNS w/ COL, CONNECT <br />w/ (2) 1/4"9 TIiRU BOLTS .Ie EUMINATE *'0 X 3/4", TEKS <br /> <br />THESE STRUCTURES DESIGNED 'r'II~ <br />THE 2004 FLORIDA BLDG. CODE .. I <br />Be CHAP. 6 OF ASCE 7 FOR 110- J5 MPH <br />WIND VELOCITY (3 SEC. GUST) EXPOSURE A-D, <br />VOID AF7CR 2-1-07 <br /> <br />~ TO CALCULA Te ALLOWABLE BEAM SPAN FOR THIS APPLlCA nON USE 50% OF PAN SPAN PLUS <br />J5% OF CAGE SPAN (REFER TO CENTeR BEAM SPAN CHART ON Pg. l-B OF ENGINEERING) <br /> <br />DA V/D NORRIS ENGINEERING <br />112 COLEMAN RD. <br />'r'IINTER HA VEN, FL. 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 3-E <br />