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<br />2 X _ S.U.B. 0 7 1/2' <br />UAX. SPACING NOTCHED ro <br />OVERLAP UPRIGHT <br /> <br />2x2 PA TlO OR 2xJ SPECIAL 8E7ltfEN 1lER11CALS <br />ATTACHED W/ CUPS (SEE Pg. 2-B) <br />QB. <br />INTERNALL Y SCRE'IED THROUGH SCREW BOSSES TO <br />2K- 5MB <br /> <br /> <br />l <br />~~ <br />ii)!k: <br />lj <br />13~ <br />~(5 <br />~~ <br />~(.) <br />Ii:: <br />.....e <br />1 <br /> <br />ROOF BEAJ/ <br /> <br />. . . <br /> <br />(OP71ONAL) <br />(1/2) 2 x _ 5.U.B. ON TOP OF SUPER GUT7fR W/ 2- STRAP UNDER SHINGLE <br /> <br />2- .wOE x .050- EXTRUDED STRAP It T EA. UPRIGHT CONNECTlON. AND <br />HALF-WA Y EIE1ltffN. W/,,4 x 2- SCREW THROUGH STRAP INTO SUB-FASCIA <br />W/ (2) "0 x 3/4- TEKS INTO SUPER GUT7fR. <br /> <br /> <br />2-x2-x.()f{)- <br />KNEE BRACE <br />(SEE Pg. I-D) <br /> <br />7l0NAL: P. T. FURRING <br /> <br />CAP BOTTOM OF \lfRT. ~ FOR ANGLE FASCIA <br />USE EXTRUDED ANGLES. SUCH <br />2 X 2 X 1/8- ANGLE AS I-xl"; I-x2"; 1-x3" ANGLES <br />ON EA. SIDE TO SQUARE UP GUTTERS <br />5.MB. & GUTTER CONNECTION (OPTION 1) <br />W/ KNEEWALL N. T.S. <br /> <br />TYP. CONNH;.TION NOTE: <br />USE liD TEKS ", O.e. STAOOERED <br />(2) liD MAY BE USED IN LJEU OF "4 SCREW <br />PRE-DRILL IK100 AS REQ'D 7D PRE'ENT SPUTT1NG <br /> <br />2 X _ S.U.B. " 71/2' <br />MAX. SPAaNG <br /> <br />~ <br />~ <br />~~ <br />ii>e:; <br />!1l~ <br />~(5 <br />~~ <br />~(.) <br />Ii:: <br />.....~ <br />,,~ <br />t <br /> <br /> <br />(1/2) 2 X _ 5.M.B. <br />ON 'ToP OF SUPER GUTTER (OP71ONAL) <br /> <br />2- X 2- X .()f{)- OR L 2- X 2- X .06 <br /> <br />2- ItfDE x .050- EXTRUDED STRAP AT EA. UPRIGHT CONNECTION. AND HALF-WAY <br />BDWEEN. W/,,4 x 2- SCREW THROUGH STRAP INTO SUB-FASCIA W/ (2) 110 x <br />3/"- 7EKS INTO SUPER GUTTER. <br /> <br />2-X2-X.04O- <br />KNEE BRACE <br />(SEE Pg. 1-0) <br /> <br />l1ONAL: P. T. FURRING <br /> <br />I1DJL; FOR ANGLE FASCIA USE <br />EXTRUDED ANGLES. SUCH AS <br />I-xl"; l-x2"; l-xJ" ANGLES TO <br />SQUARE UP GUTTERS <br />S.M.B. & GUTTER CONNECTION (OPTION 2) <br />W/ KNEEWALL N. T.S. <br /> <br />THESE STRUCTURES DESIGNED *TH THE 2004 <br />FLORIDA BLDG. CODE wi 2006 SUPPLEMENT <br />&: CHAP. 6 OF ASCE 7 FOR llD-l50 MPH <br />WIND vaOCITY (3 SEe. GUST) EXPOSURE B &: ( <br />\1010 AFTER 2-1-09 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLaJAN RD. <br />WINTER Hit YEN. FL 3J8BO <br />(863) 299-1048 P.E. 32786 <br /> <br /> <br />Pg, 1-H <br />