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06-5853
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06-5853
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Last modified
3/6/2009 4:19:28 PM
Creation date
6/6/2007 10:34:46 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
06-5853
Building Department - Name
DUFFY,ROBIN
Address
6931 OAKCREST WY
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<br />BEAM TO POST CONNECTIONS <br /> <br />ZW x 3 TOP PLATE <br />w/ (2) #10 S.M.S. <br />(OR ~QUIV.) <br /> <br />2 X _ TOP PLATE <br />w/ (2) 110 S.M.S. <br /> <br />2 X 'J- S.M.B. <br /> <br /> <br /> <br />NOTCH~D 2w X _ S,M.B. <br />TeLESCOPED O\IER ZW X _ POST <br />AND seCURED W/110 X 3/4" TeKS <br />o 3/4w O.c. STAGGERED ON EA. SIDE <br />tJD1E; S.U.B. USED AS POST MA Y <br />TELESCOPE O\IER S.U.B. USED AS <br />BEAU <br /> <br /> <br />[ " '/2" X 2 '/B" X .050" ~EIVING <br />CHANNEL SECURED TO 2" X ,,:l- POST <br />wi ,'0 X '3/4" lEKS 0 ," O.C. , <br />STAGGERED AND SECURED TO BEAM wi <br />"0 X '3/4" lEKS 0 ," O.C. , STAGGERED, <br />EACH SlOE. <br /> <br />(OP1l0NAL) (2) L 2" X 2" X .050" MAY BE USED <br />IN UEU OF RECEIVING CHANNEL <br /> <br />OPTION 1 DETAIL <br />N. T.S. <br /> <br />OPTION 2 DETAIL <br />N. T.S. <br /> <br /> <br />NOTCH' 2 X_S.U.B. TO <br />OVERLAP 2 X--pOST <br /> <br />2 X 3 INTCRNALL Y <br />SCRE~ W/ 2w X 110, <br />((4) / COL) <br /> <br /> <br />110 X 3/4w (I 3/4w <br />O.C., STAGGERED ON <br />~A. SIDE. <br /> <br />#10 X 3/4" (I 3/4" <br />O.C., STAGGERED ON <br />EA. SIDE. <br /> <br />2X 2 X .04Qw <br />1 X 2 TOP PLATE <br /> <br />110 X 2" INTO 2wX2w <br />(I 24" O.C. (UAX.) <br /> <br />Z X 4 (MIN.) <br />POST <br /> <br />2 X 4 (MIN.) S.U.B. <br />NOTCHED' TO RECEIVE <br />ROOF BEAU. <br /> <br />2 X _ S.M.B. <br /> <br /> <br />OPTION 4 DETAIL <br />N. T.S. <br /> <br />OPTION 3 DETAIL <br />N.T.S. <br /> <br />CONNECT [ CHANNa TO FASCIA <br />wi #'0 X 1 '/2" S,M.S. 0 ," O.C. STAGGERED <br /> <br />[ , '/2" X 2 '/B" X .050" RECEIVING <br />CHANNa wi #'0 x 3/4" TEKS, 0 ," O.C., <br />STAGGERED ON BO'TH SIDES. <br /> <br />NOTE: <br />MIN. 1 1/2" FASCIA 'THICKNESS, SECURED TO <br />END OF TRUSSES wi (2) #'0 X '3" S.M.S. <br /> <br />THESE STRUCTURES DESIGNED WlW/J <br />, THE 2004 FLORIDA BLDG. CODE r.~ <br />& CHAP. 6 OF ASCE 7 FOR 135 MPH WIND <br />VELOCITY (3 SEC. GUST) EXPOSURE A-D. <br />VOID AF7CR 2-1-07 <br /> <br />DA VlD NORRIS ENGINEERING - <br />112 COLEMAN RD. <br />WINTER HA VEN, FL. 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. <br /> <br />1-F <br /> <br />BEAM <br /> <br />TO FASCIA <br /> <br />CO,NNECTION <br />N. T.S. <br />
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