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06-5361
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06-5361
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Last modified
3/6/2009 3:39:24 PM
Creation date
5/4/2007 8:47:28 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
06-5361
Building Department - Name
BISSON,RAYMOND
Address
39027 6TH AV
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<br />"\ .< <br /> <br />BEAM TO POST CONNECTIONS <br /> <br />['1 1/2- X 2 1/8- X .050- RECEIVING <br />CHANNEL SECURED TO 2- X _ POST <br />w/ 110 X 3/4- TEJ<S 0 1" O.C. . <br />STAGGERED AND SECURED TO BEAM W/ <br />110 X 3/4- TEKS 01" O.C. . STAGGERED. <br />EACH SIDE. <br /> <br />(OPTIONAL) (2) L 2- X 2- X .050- MAY BE USED <br />IN UEU OF RECEIVING CHANNEL <br /> <br /> <br />2 X ~ TOP PLATE <br />w/ (2) 110 5.M.S. <br /> <br /> <br />NOTCHED 2- X 'P 5.M.8. I I <br />TELESCOPED OllfR 2- X 3 POST <br />AND SECURED W/ 110 X 3/4- TEKS <br />o 3/4- o.C. STAGGERED Of' EA. SIDE <br /> <br />t:JDlE; 5.M.8. USED AS POST MA Y <br />TELESCOPE OVER S.M.B. USED' AS <br />BEAM <br /> <br />OP T10N 1 DETAIL <br />N. T.S. <br /> <br />OPTION 2 DETAIL <br />N. T.S. <br /> <br />2 X 3 INTERNALL Y <br />SCRE'KD W/ 2- X 110. <br />((4) / COL) <br /> <br /> <br />110 X 3/4- 0 3/4- <br />D.C.. STAGGERED ON <br />EA SIDE. <br /> <br />170 X 3/4" 0 3/4- <br />D.C.. STAGGERED ON <br />EA. SIDE. <br /> <br /> <br />NOTCH' 2 X_S.M.8. TO <br />OVERLAP 2 X---POST <br /> <br />2 X 3 SPEOAL <br /> <br />2 X 2 X .040- <br />1 X 2 TOP PLATE <br /> <br />170 X 2- INTO 2")(2- <br />o 24- O.C. (MAX) <br /> <br />2 X 4- (MIN.) <br />POST <br /> <br />2 X 4- (MIN.) 5.M.8. <br />NOTCHED: TO RECElVE <br />ROOF BEAM. <br /> <br />OPTION 3 DETAIL <br />N.T.S. <br /> <br />2 X _ S.M.B. <br /> <br /> <br />OPTION 4 DETAIL <br />N. T.S. <br /> <br />BUILDING SHALL COMPLY WITH <br />ALL APPliCABLE BUllDING, <br />ELECfRlCAL, PLUMBING AND <br />MECHANICAL CODES. <br /> <br />[ 1 1/2- X 2 1/8- X .050- RECEIVING <br />CHANNEL W/ 110 X 3/4- TEKS, 0 1- O.C., <br />ST AGGEREO ON BOlH SIDES. <br /> <br /> <br />.CONNECT [ CHANNa TO FASOA <br />W/ #10 X 1 1/2- S.M.S. 0 1" O.C. STAGGERED <br /> <br />NOTE: <br />MIN. 1 1/2- FASOA lHlCKNESS, SECURED TO <br />END OF TRUSSES W/ (2) 110 X 3- S.M.S. <br /> <br />N. T.S. <br /> <br />THESE STRUCnJRES DESIGNED WITH <br />. THE 2004 FLORIDA BLDG. CODE <br />& CHAP. 6 OF ASCE 7 FOR 135 MPH WIND <br />VELOCITY (3 SEC. GUST) EXPOSURE A-D. <br />VOID AF1CR 2-1-07 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA VEN. FL. 33880 <br />(863) 299-1048 P.CO 32186 <br /> <br />Pg. 1-F <br /> <br />BEAM <br /> <br />TO FASCIA <br /> <br />CO.NNECTION <br />
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