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07-6619
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2007
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07-6619
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Last modified
3/6/2009 4:35:25 PM
Creation date
10/31/2007 11:18:10 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
07-6619
Building Department - Name
SCALETTA,LAWREANCE
Address
38131 KELLY LYNN CT
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<br />BEAM TO POST CONNECTIONS <br /> <br />[1 1/2" x 1/8" K .050" RECFJVlNG <br />CHANNEL CURED TO 2"x- POST W/ <br />#TOx3/",." " ," O.c.. STAGGERED <br />AND SECU TO SEAM W/ #TOx3/""" <br />TEKS 0'" . C., ST""GGERED. EACH SIDE. <br /> <br />(OPTIONAL)' (2) L 2"x2"x.050" MAY 8E <br />USED IN U U OF RffIVlNG CHANNEL <br /> <br /> <br />2 X'? TOP PLATE <br />w/1i5Ito S.M.S. <br /> <br /> <br />NOTCHED 2" X K S.M'ji <br />TELESCOPED Ovt::1i' 2" X POST <br />AND SECURED W/ 110 X V"'" TEKS <br />" 3/",." qc. STAGGERED ON EA. SIDE <br /> <br />~ S.M.B. USED AS POST MA Y <br />TELESCOPE Ovt::1i' S.M.B. USED AS <br />BEAM <br /> <br />OP T/ON 1 DETAIL <br />N. T.S. <br /> <br />OPT/ON 2 DETAIL <br />N. T.S. <br /> <br />2 X 3 INTERNALL Y <br />SCREWED W/ 2" X #TO. <br />((4) / COL) <br /> <br /> <br />110 X 3/4" " 3/",." <br />O.C.. STAGGERED ON <br />EA. SIDE. <br /> <br />110 X 3 ..," " 3/"'" <br />O. C.. sr. GGERED ON <br />EA. SIDE. <br /> <br /> <br />NOTCH 2 X-S.M.B. TO <br />OVERLAP 2 X-POST <br /> <br />2 X 3 SPECIAL <br /> <br />2 X 2 X .040" <br />, X 2 TOP PLATE <br /> <br />110 X , 1/2" INTO 2"X2" <br />o 2"'" D.C. (MAX.) <br /> <br />2 X '" (MIN.) <br />POST <br /> <br />2" (MIN. <br /> <br />2 X ",. (MIN.) S.M.B. <br />NOTCHED TO RECEIVE <br />ROOF BEAM. <br /> <br />o TION 3 DETAIL <br />N. T.S. <br /> <br />2 X _ S.M.8. <br /> <br /> <br />OPT/ON 4 DETAIL <br />N. T.S. <br /> <br />. <br />. <br />. <br />. <br /> <br />[ , 1/2- X 2 '. "X .050- RECEIVING <br />CHANNEL W/ #T X 3/"'" TEKS, 0 ," D.C.. <br />STAGGERED ON om SIDES. <br /> <br /> <br />CONNECT [ CHANNEL TO FASCIA <br />W/110 X 1 1/2- S.M.S. " 1" O.C. STAGGERED <br /> <br />/3 <br /> <br /> <br />NOTE: <br />MIN. 1 1/2- FASCIA THICKNESS. SECURED TO <br />END OF TRUSSES W/ (2) #TO X 3- S.M.S. <br /> <br />TO FASCIA CONNECTION <br />N. T.S. <br /> <br />THESE STRUCTURES DESIGNED WITH THE 2004 <br />FLORIDA 8LDG. CODE W/ 2006 SUPPLEMENT <br />d: CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WIND VELOCITY (3 SEC. GUST) EXPOSURE B ct C. <br />VOID AFTER 2-1-09 <br /> <br />DA IItD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA 'IEN. FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 1-F <br />
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