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00-9580
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00-9580
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Last modified
11/29/2006 7:26:18 AM
Creation date
9/15/2006 6:44:14 AM
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Building Department
Building Department - Doc Type
Plan/Print
Permit #
00-9580
Building Department - Name
HOLLY,DAVID
Address
5438 16TH ST
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<br /> ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 <br /> .f:li1~"""_ Allowable Attributable Roof Area per Post for Carports, <br /> Patio Covers, and other Open Buildings - ALUMINUM POSTS <br /> Aluminum Post <br /> Wind Load = 102 MPH I 110 MPH I 120 MPH J 125 MPH I 140 MPH <br /> Applied Load = 17 #/Sq. Ft. 20 #/Sq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Ft. I 32 #/Sq. Ft. <br /> Maximum Allowable Roof Area in Square Feet for Various Loads on Post <br /> Height Load in Lbs 3" x 3" x 0.090" Hollow Extrusion. Aluminum Alloy 6063 T-6 <br /> 11-10 5,184 3u:> 259 225 199 162 <br /> 13-10 3,888 229 194 169 1:,0 12 <br /> 15-10' 3,024 178 151 131 116 9: <br /> 17-10' 2,268 133 113 99 81 I <br /> Height Load in Lbs 3" x 3" x 0.125" Hollow Extrusion. Aluminum Alloy 6063 T.G <br /> 3-9' 6,912 407 346 301 266 ~1ti <br /> 16-1 5,184 305 259 22:, 199 1tu <br /> 18-4" 4,032 237 202 11:> 155 l~ti <br /> 20-7 3,024 178 151 131 116 .9:> <br /> Height Load in Lbs 4" x 4" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 <br /> 15'-9' 9,312 548 466 405 3:>8 291 <br /> 18-5' 6,984 411 349 304 269 21ll <br /> 21 -0' 5,432 320 272 236 209 110 <br /> 23'-8 4,074 240 204 177 157 121 <br /> Steel Post <br /> Wind Load = 102 MPH I 110 MPH 120 MPH I 125 MPH I 140 MPH <br /> Applied Load = 17 #/Sq. Ft. 20 #/Sq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Ft. I 32 #/Sq. Ft. <br /> Maximum Allowable Roof Area in Square Feet for Various Loads on Post <br /> Height Load in Lbs 3" x 3" x 14 Gauge Post - 46 k.s.i. Steel <br /> 19-10 10,050 :>91 503 431 387 ;j14 <br /> 21-9 7,430 4"1 372 323 286 232 <br /> 23-9' 5,638 332 282 24:> 217 i lti <br /> 25'.9 4,371 2:>1 219 190 168 1;j1 <br /> Height Load in Lbs 3" x 3" x 11 Gauge Post. 46 k.s.i. Steel <br /> 19-8 15,8 0 934 794 690 610 9 <br /> 21-7' 11,(30 690 587 :,10 451 6 <br /> 23-6 8,9/0 528 449 390 345 <br /> 25'-6 6,900 406 345 300 265 1 <br /> Height Load in Lbs 4" x 4" x 14 Gauge Post. 46 k.s.i. Steel <br /> 26-8" 12,650 144 633 :,:,0 4lH 9 <br /> 29-3 9,350 :,:,0 468 401 360 <br /> 32-0 /,1:'0 421 3:,8 311 275 <br /> 34-8 5,500 324 275 239 212 <br /> Lawrence E. Bennett, P.E. <br /> CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT <br /> PO BOX 4368, SOUTH DAYTONA, FL 32121 <br /> TELEPHONE (904) 767-4774 <br /> FAX (904) 767-6556 <br /> SEAL <br />@ PAGE <br />COPYRIGHT 1999 <br /> NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E_ BENNETT, PE 71 <br />
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