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00-9211
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00-9211
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Last modified
3/4/2009 4:15:33 PM
Creation date
9/7/2006 9:01:20 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
00-9211
Building Department - Name
FAIRLEY,CARL
Address
6040 9TH ST
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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />.F.1i]~"'.. Allowable Attributable Roof Area per Post for Carports, <br />Patio Covers, and other Open Buildings - ALUMINUM POSTS <br /> <br /> Aluminum Post <br />Wind Load = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH <br />Applied Load = 17 #/5a. Fl. I 20 #/5a, Fl. I 23 #/5q. Fl. I 26 #/5a. Ft. I 32 #/5q. Fl. <br /> Maximum Allowable Roof Area in 5auare Feet for Various Loads on Post <br />Height Load in Lbs 2" x 2" x 0.044" Hollow Extrusion or <br />7'-4" 2,064 121 103 90 79 65 <br />8'-7" 1,548 91 77 67 60 48 <br />9'-10" 1,204 71 60 52 46 38 <br />11'-1" 903 53 45 39 35 28 <br />Height Load in Lbs 2" x 3" x 0.050" Hollow Extrusion or <br />8'-2" 2,736 161 137 119 105 86 <br />9'.6" 2.502 147 125 109 96 78 <br />10'-11" 1,596 94 80 69 61 50 <br />12'.3" 1,197 70 60 52 46 37 <br />Height Load in Lbs 3" x 2" x 0.070" Hollow Extrusion - Aluminum Alloy 6063 T-6 <br />8'.2" 3,408 200 170 I 148 I 131 107 <br />9'.6" 2,556 150 128 I 111 I 98 80 <br />10'-11" 1,988 117 99 o. 76 62 <br />12'.3" 1,491 88 75 I 65 I 57 47 <br />Height Load in Lbs 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 <br />10'.0" 2,381 140 119 104 92 74 <br />11'.8" 1,786 105 89 78 69 56 <br />13'-4" 1,389 82 69 60 53 43 <br />15'.0" 1,042 61 52 45 40 33 <br />Height Load in Lbs 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 <br />11'.0" 3,600 212 180 157 138 113 <br />12'-10" 2,700 159 135 117 104 84 <br />14'.8" 2,100 124 105 91 81 66 <br />16'-6" 1,575 93 79 68 61 49 <br />Height Load in Lbs 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6 <br />11'.10" 3,408 200 170 148 131 107 <br />13'.10" 2,556 150 128 111 98 80 <br />15'.10" 1,988 117 99 86 76 62 <br />17'.10" 1,491 88 75 65 57 47 <br /> <br />'j <br /> <br />Example: <br />Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W" <br />A = S x (W/2 + O.H.); if'S' = 7', W = 12', and OH. = 2' then: 'Area' = 56 Sq Ft. <br />For a 10'.11" post and 120 m.p.h. wind load or 23 # 1 Sq. Ft. post choices are: ;1. <br />1) 2" x 3" x 0.050" Hollow Extrusion <br />2) All post sizes listed below the 2" x 3" x 0.044" Hollow Section <br />Note: <br />Where job conditions dictate a post height of 1 0' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT <br />BE used because when it is more than 10' tall it can only support 39 SF of roof On the other hand, a 3" x 3" Fluted <br />Post with a post height of 10'. 7" can support an area of 128 square feet of area. Thus, design must satisfy both <br />height and area requirements. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767.4774 <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />70 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E. <br />
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