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03-2609
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03-2609
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Last modified
3/6/2009 3:05:48 PM
Creation date
1/16/2007 9:10:14 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
03-2609
Building Department - Name
WALLACE,JAMES
Address
3524 PERIDOT LN
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<br />STRUCTURES WITH WOOD FRAME WALLS SECTION 4 <br /> & ALUMINUM ROOF SYSTEMS <br /> Table 4.6 Maximum Stud Wall Height for Various Wind Loads, Stud Spacing, <br /> and Species of Lumber <br /> For Residential Construction; Enclosed or Partially Enclosed Buildings <br />Stud Wind Velocity 100 MPH, Applied Load -17 #/SF Wind Velocity 110 MPH, Applied Load 20 #/SF <br /> Spacing Stud Size & Lumber Grade Stud Size & Lumber Grade <br /> 2 x 4 S.P.F. 2 x 4 #2 Pine 2 x 6 S.P.F. 2 x 6 #2 Pine 2 x 4 S.P.F. 2 x 4 #2 PinE 2 x 6 S.P.F. 2 x 6 #2 Pine <br />12" 10'-0" 10'-0" 17'-0" 17'-0" 10'-0" 10' -0" 15'-8" 18'-0" <br />16" 9'-4" 10'-0" 14'-9" 17'-2" 8'-8" 10'-0" 13'-7" 15'-10" <br />24" 7'-B" 8'-11" 12'-0" 14'-0" T-O" B'-2" 11 '-1" 12'-11" <br />Stud Wind Velocity 120 MPH, Applied Load = 24 #/SF Wind Velocity 130 MPH, Applied Load = 29 #/SF <br /> Spacing Stud Size & Lumber Grade Stud Size & Lumber Grade <br /> 2 x 4 S.P.F. 2 x 4 #2 Pine 2 x 6 S.P.F. 2 x 6 #2 Pine 2 x 4 S.P.F. 2 x 4 #2 PinE 2 x 6 S.P.F. 2 x 6 #2 Pine <br />12" 9'-1" 10'-0" 14'-4" 16'-8" 8'-3" 9'-8" 13'-0" 15'-1 " <br />16" 7'-2" 8'-4" 11 '-3" 13'-1 " 7'-2" B'-4" 11 '-3" 13'-1" <br />24" --- 7'-6" 10'-1 " 11 '-9" --- 6'-10" 9'-2" 10'-B" <br />Stud Wind Velocity 140 MPH, Applied Load = 33 #/SF Wind Velocity 150 MPH, Applied Load = 38 #/SF <br /> Spacing Stud Size & Lumber Grade Stud Size & Lumber Grade <br /> 2 x 4 S.P.F. 2 x 4 #2 Pine 2 x 6 S.P.F. 2 x 6 #2 Pine 2 x 4 S.P.F. 2 x 4 #2 PinE 2 x 6 S.P.F. 2 x 6 #2 Pine <br />12" 7'-9" 9'-0" 12'-2" 14'-2" 7'-3" B'-5" 11 '-4" 13'-3" <br />16" --- 7'-10" 10'-7" 12'-3" --- 7'-3" 9'-10" 11'-6" <br />24" --- --- B'-7" 10'-0" --- --- B'-O" 9'-4" <br /> Notes: <br /> 1 Applied load values based on ASCE 7-98 :ab:. 6-2. <br /> 2. Wood design values are based on #2 S.P.F. (South) and Southern Pine construction grade wood from NOS Amencan <br /> Forest & Paper Association, current edition. <br /> 3. For 'C' wind exposure category, multiply allowable stud heights by 0.85. <br /> 4. For utility sheds multiply heights by 1.14. For utility sheds in exposure 'C' category wind zones, multiply allowable height by <br /> 0.97. <br /> 5. Stud heights are limited by code and 2 x 4 greater than 10'-0" (stud length) are not shown. 2 x 6 greater than 1B'-0" (stud <br /> length) are not shown. Maximum stud heights less than 6'-6" are not listed. <br /> I <br /> -. <br /> Lawrence E. Bennett, P.E. <br /> CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br /> P.O. BOX 214368, SOUTH DAYTONA, FL 32121 <br /> TELEPHONE (386) 767-4774 <br /> FAX (386) 767-6556 <br /> PAGE <br />@ COPYRIGHT 2003 <br /> NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 4-31 <br /> <br />of <br />
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