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95-5280
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1995
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95-5280
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Last modified
3/4/2009 2:39:44 PM
Creation date
7/3/2006 2:07:14 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
95-5280
Building Department - Name
H R INTERSTATE
Address
6141 RIDGEWAY
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<br />S(:~ElEINlIED ENClOSURES: SCRIEEN I VINVL WAlLS AND SOLID COVER <br /> <br /> TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF <br /> 3105 H-14 OR H-25 ALLOY <br /> WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br /> O,H, CONDITION NO 0, H, 1 ' O. H, 2' 0, H. 3'0, H. <br /> 1-1/4"x_0.026" 7'- 2" 7'- 5" S'- 2" <br /> 100 MPH W. L. --- <br /> 110 MPH W, L. 6'- 5" 6'- S" 7'- 6" --- <br /> 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- <br /> 1-1/4"x_O,032" S'- 5" S'- S" g'- 3" <br /> 100 MPH W. L. --- <br /> 110 MPH W, L. 7'- 6" 7'- g" S'- 6" --- <br /> 120 MPH W. L. 6'-10" 7'- 1 " 7' -11" --- <br /> 1-3/4"x_0.026" <br /> 100 MPH W, L. 7'- 5" 7'- 7" S'- 5" --- <br /> 110 MPH W. L. 6'- S" 6' -11" 7'- g" --- <br /> 120 MPH W. L, 6'- 1 " 6'- 4" 7'- 3" --- <br /> 1-3/4"x_O,032" S'- g" g'- a" g'- 7" <br /> 100 MPH W. L. --- <br /> 110 MPH W. L. 7'-10" S'- 1 " S'- g" --- <br /> 120 MPH W. L. 7'- 1 " 7'- 5" S'- 2" --- <br /> 3"x_O,026" <br /> 100 MPH W. L. 13'~ 1 " 13'- 3" 13'- s" 14'- 5" <br /> 110 MPH W, L, 11'- g" 11'-11" 12'- 5" 13'- 2" <br /> 120 MPH W. L. 10'- s" 10'-11" 11'- 5" 12'- 3" <br /> 3"x_0.032" <br /> 100 MPH W. L. 15'- 6" 15'- s" 16'- 0" 16'- 7" <br /> 110 MPH W. L. 13'-10" 14'- 0" 14'- 5" 15'- 1 " <br /> 120 MPH W. L, 12'- s" 12'-10" 13'- 3" 14'- 4" <br /> LIVE LOAD; ALL BUILDING TYPES <br /> O.H. CONDITION NO 0, H, l' 0, H. 2' 0, H. 3' O. H, <br /> 1-1/4"x_0.026" <br /> 20 #/SF L. L. 7'- 0" 7'- 3" S'- 1 " --- <br /> 30 #/SF L. L. 5'- g" 6'- 1 " 7'- 0" --- <br /> 1-1/4"x_0.032" 3" <br /> 20 #/SF L. L. S'- S'- '6" g'- 2" --- <br /> 30 #/SF L. L. 6'- g" 7'- 0" 7'-10" --- <br /> 1-3/4"x_0.026" <br /> 20 #/SF L. L. 7'- 4" 7'- 7" S'- 4" --- <br /> 30 #/SF L. L. 6'- 0" 6'- 4" 7' -11" --- <br /> 1-3/4"x_0.032" <br /> 20 #/SF L. L, S'- 7" S'-10" g'- 6" --- <br /> 30 #/SF L. L. 7'- 0" 7'- 4" S'- 1 " --- <br /> 3"x_O,026" <br /> 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14'- 6" <br /> 30 #/SF [, L. 10'- g" 11'- 0" 11' - 6" 12'- 4" <br /> 3"x_O,032" <br /> 20 #/SF L. L. 15'- 1 " 15'- 2" 15'- 7" .16'- 2" <br /> 30 #/SF L. L. 12'- 3" 12'- 5" 12'-11" 13'- s" <br />1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. <br />2, THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS, <br /> <br />~. <br /> <br />'''---'. <br /> <br />l1&)w(],,@I]j)@@ @:c m@I]j)I]j)@{1{1IJ /;:lc@;c <br />CIVil ENGINEER AND DEVELOPMENT CONSULTANT <br />P,O, BOX 4369 S, DAYTONA. FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />I <br />---" <br /> <br />@=OPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM lAWRENCE E. BENNETT, P,E. <br /> <br />SECTION: :'2 <br />PAGE: 1~t2 <br /> <br />-30- <br />
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