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95-4869
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1995
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95-4869
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Last modified
3/4/2009 2:40:57 PM
Creation date
6/20/2006 11:18:25 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
95-4869
Building Department - Name
H R INTERSTATE
Address
6019 ZEPHYR RIDGE
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<br />SC~~EfEINIEID ENcLOSURES: SCREEN I VINYL 'IN AlLS AND SOLID COVER <br /> <br /> TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF I:JANELS 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. 1 ' O. H. 2' O. H. 3' O. H, <br /> 1-1/4"x_0.026" <br /> 100 MPH W. L. 7'- 2" 7'- S" 8'- 2" --- <br /> 110 MPH W. L. 6'- S" 6'- 8" 7'- 6" --- <br /> 120 MPH W. L. S'-lO" 6'- 2" 7'- 1 " --- <br /> 1-1/4"x_0.032" 8'- S" <br /> 100 MPH W. L. 8'- S" g'- 3" --- <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'- S" 7'- 7" 8'- S" --- <br /> 110 MPH W. L, 6'- S" 6'-"" 7'- g" --- <br /> 120 MPH W. L. 6'- 1 " 6'- 4" 7'- 3" --- <br /> 1-3/4"x_0.032" S'- a" g'- 7" <br /> 100 MPH W. L. g" g'- --- <br /> 110 MPH W. L. 7'-10" 8'- 1 " S'- g" --- <br /> 120 MPH W. L. 7'- 1 " 7'- s" 8'- 2" --- <br /> 3"x_0.026" <br /> 100 MPH W. L. 13'.--'0 1 " 13'- 3" 13'- 8" 14'- s" <br /> 110 MPH W. L. 11'- g" 11' -11" 12'- S" 13'- 2" <br /> 120 MPH W. L. 10'- S" 1 0' -11" ,,'- s" 12'- 3" <br /> 3"x_0.032" <br /> 100 MPH W. L. lS'- 6" 15'- 8" 16'- A" 16'_ 7" <br /> 110 MPH W. L. 13'-10" 14'- A" 14'- S" 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' 0, H, <br /> 1-1/4"x_0.026" ...-/ <br /> 20 #/SF L. L. 7'- a" 7'- 3" S'- 1 " --- <br /> 30 #/SF L. L. S'- g" 6'- 1 " 7'- a" --- <br /> 1-1/4"x_0.032" 8'- 3" S'- '6" g'- 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" S'-10" g'- 6" <br /> 20 #/SF L. L. 8'- 7" --- <br /> 30 #/SF L, L. 7'- a" 7'- 4" S'- 1 " .--- <br /> 3"x_0.026" 6" <br /> 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14',- <br /> 30 #/SF L, L. 10'- g" 11'- a" 11'- 6" 12' -- 4" <br /> 3"x_0.032" <br /> 20 #/SF L. L. lS'- 1 " 15'- 2" 15'- 7" 16' .- 2" <br /> 30 #/SF L. L. 12'- 3" 12'- s" 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 />I1&:lW([@UD@@ @:o m@UDUD@(t(tg [;)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 />is' 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 />. <br /> <br />SECTION: :2 <br />PAGE: 7~~2 <br /> <br />-30- <br />
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