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95-5086
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1995
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95-5086
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Last modified
3/4/2009 2:40:25 PM
Creation date
6/27/2006 2:23:11 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
95-5086
Building Department - Name
D J'S RESTURANT
Address
5017 GALL BV
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<br />SC~EE~ED ENCLOSURES: SCREEN I V~NVl WALLS AND SOUD COVER <br /> <br /> TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PAN ELS OF <br /> 310S H-14 OR H-2S ALLOY <br /> WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br /> O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H. <br /> 1-1/4"x_0.026" 7'- 2" 7'- S" 8'- 2" <br /> 100 MPH W. L. --- <br /> 110 MPH W. L. 6'- S" 6'- 8" 7'- 6" --- <br /> 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- <br /> 1-1/4"x_0.032" 8'- S" 8'- 8" g'- 3" <br /> 100 MPH W. L. --- <br /> 110 MPH W. L. 7'- 6" 7'- g" 8'- 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" 8'- 5" --- <br /> 110 MPH W. L. 6'- 8" 6' -11" 7'- g" --- <br /> 120 MPH W. L. 6'- 1 " 6'- 4" 7'- 3" --- <br /> 1-3/4"x_0.032" 8'- g" g'- 0" g'- 7" <br /> 100 MPH W. L. --- <br /> 110 MPH W. L. 7'-10" 8'- 1" 8'- g" --- <br /> 120 MPH W. L. 7'- 1 " 7'- 5" 8'- 2" --- <br /> 3"x_0.026" <br /> 100 MPH W. L. 13'- 1 " 13'- 3" 13'- 8" 14'- 5" <br /> 110 MPH W. L. 11 '- g" 11' -11" 12'- 5" 13'- 2" <br /> 120 MPH W. L. 10'- 8" 10' -11" 11'- 5" '12'- 3" <br /> 3"x - 0.032" <br /> 100 MPH W. L. lS'- 6" 15'- 8" 16'- 0" 16'- 7" <br /> 110 MPH W. L. 13'-10" 14'- 0" 14'- 5" 15'- 1" <br /> 120 MPH W. L. 12'- 8" 12'-10" 13'- 3" 14'- 4" <br /> LIVE LOAD; ALL BUILDING TYPES <br /> O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H. <br /> 1-1/4"x_0.026" 7'- 0" 8'- 1 " <br /> 20 #/SF L. L. 7'- 3" --- <br /> 30 #/SF L. L. S'- g" 6'- 1 " 7'- 0" --- <br /> 1-1/4"x_0.032" <br /> 20 #/SF L. L. 8'- 3" 8'- '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" 8'- 4" --- <br /> 30 #/SF L. L. 6'- 0" 6'- 4" 7'-11" --- <br /> 1-3/4"x_0.032" <br /> 20 #/SF L. L. 8'- 7" 8'-10" g'- 6" --- <br /> 30 #/SF L. L. 7'- 0" 7'- 4" 8'- 1 " --- <br /> 3"x_0.026" <br /> 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14'- 6" <br /> 30 #/SF L. L. 10'- g" 11'- 0" 11'- 6" 12'- 4" <br /> 3"x_0.032" <br /> 20 #/SF L. L. 1S'- 1 " lS'- 2" 15'- 7" 16'- 2" <br /> 30 #/SF L. L. 12'- 3" 12'- 5" 12'-11 " 1.3'- 8" <br />1 . TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH F)LUS OVERHANG. <br />2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. <br /> <br />r <br /> <br />('- <br /> <br />[b@WO"@[j[)@@ @:o [;3@[j[)[j[)@titig ~o@:o <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 />f"""' <br /> <br />@ COPYRIGHT, 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 /> <br />PAGE: 1~~2 <br /> <br />-30- <br />
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