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95-4800
Zephyrhills
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1995
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95-4800
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Last modified
3/4/2009 2:41:13 PM
Creation date
6/20/2006 11:18:21 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
95-4800
Building Department - Name
GARREN,WAYNE
Address
37716 NEWPORT DR
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<br />~(:~~ElE~fED ENCLOSURES: SCREEN I ViNYL 'IN AllS AND SQlliD COVER <br /> <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, l' O. H. 2' O. H. 3' O. H. <br /> 1-1/4"x_0.026" 7'- 2" 7'- 5" 8'- 2" <br /> 100 MPH W. L. --- <br /> 110 MPH W. L. 6'-. 5" 6'- 8" 7'- 6" --- <br /> 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- <br /> 1-1/4"x_0.032" S'- 5" S'- S" 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'- S" 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'- a" 7" <br /> 100 MPH W. L. g'- --- <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'- s" 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. 15'- 6" 15'- 8" 16'- a" 16'- 7" <br /> 110 MPH W. L. 13'-10" 14'- a" 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. 1 ' O. H, 2' O. H. 3' O. H. <br /> 1-1/4"x_0.026" '.-/ <br /> 20 #/SF L. L. 7'- A" 7'- 3" 8'- 1 " ~--- <br /> 30 #/SF L, L. 5'- g" 6'- 1 " 7'- A" ---- <br /> 1-1/4"x_0.032" 8'- 3" 8'- '6" 9'- 2" <br /> 20 #/SF L. L. ---- <br /> 30 #/SF L. L. 6'- g" 7'- a" 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'- a" 6'- 4" 7' -11" -~-- <br /> 1-3/4"x_0.032" 8'-10" g'- 6" <br /> 20 #/SF L. L. 8'- 7" ---- <br /> 30 #/SF L. L. 7'- a" 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'- a" 11'- 6" 12' - 4" <br /> 3"x_0.032" <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'- 8" <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 />[S&lWI7@lli)@@ [go W@lli)lli)@l1l1g [;)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 />@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P,E. <br /> <br />---./ <br /> <br />SECTION: ;'2 <br /> <br />PAGE 1~~2 <br /> <br />-30- <br />
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