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� , , � . <br /> ; �t��il�' j' `3"� �; r ��1�, �! <br /> E� ! i}_;1 l �.`.� �_il��, i_i,_I 7 w��� ��_r � 1�Vl_� � t�� <br /> T`�' Originally Issued: 04/28J2Q1Q Revised: 04/72l2�16 Valid Through: 04/30/2017 <br /> i'able 1-Laads Applied to Existing Stiucture <br /> Horizontal Loads orr Existing Strudure-Does Not 1nclude Seismic <br /> NeiohtlkJ==a> S 8 8 S 17 lY li 11 15 15 15 35 <br /> Aspect Ratio-Width/Fhaj.__» 1.00 1.5� 2.00 2.50 1.U0 1.50 2.00 750 i.OD 1.50 2.00 2.50 <br /> Proj.(ft.� <br /> 10 30FS 2Q5 154 123 424 282 212 169 578 385 289 231 <br /> S 6cpoy�re 1S 462 308 231 185 536 424 316 254 857 578 433 347 <br /> v o B 20 616 413 30B 247 847 565 424 339 1156 770 578 46?. <br /> o � <br /> p o� 23 709 472 355 2R3 975 650 qHJ 390 SEfl 88b 664 532 <br /> �,� 10 37A 249 i87 150 514 3M13 257 206 702 q58 351 Z81 <br /> � o d Exposure 35 SG1 37Q 281 225 Y7Z 524 386 304 lOS2 ?OZ 526 421 <br /> � � � C 20 748 499 374 799 1029 686 514 -012 SER 935 702 5G1 <br /> ~ 23 E61 574 430 344 7183 789 592 473 SFR 107G 807 645 <br /> � Shear/Tens. Exp B ALL 6?/42 41j45 37J4] 25f41 85/fi8 SF(E8 92/68 34Jb8 x16/10-0 77f104 58/104 46/1Q4 <br /> � Along <br /> � Han�rail F.xp C AI1 75/49 5�/44 37j49 30)A9 303j82 69/82 S1J82 41/SZ 19�/126 44/126 70/126 56/126 <br /> �� IPi�I <br /> � Key=»SER-Special Engineering Required <br /> � Vertical Loads on Existing Structure-Doas FVot Include Seismic <br /> g Load Type=» Roof Ll Equiv.Uniform SL <br /> N Uni[ortn Load(psfl=» 30 20 25 }0 35 4Q 50 60 65 <br /> � Pro.Ift.) <br /> �. 30 SS 123 141 160 195 210 260 310 335 <br /> e� Expasure 15 126 7R4 212 240 27A 315 390 465 503 <br /> �r v L° B 20 170 245 283 320 37U a20 520 620 670 <br /> �� � n c Z3 196 282 325 368 426 483 598 713 771 <br /> � 3 � �' 30 85 123 Ial Sfi0 1B5 Z10 260 310 335 <br /> �{�9 '�-�` o Expvsure 15 128 184 732 240 278 315 39D 465 503 <br /> � � C 20 2)0 245 283 320 370 4Z0 >20 620 �0 <br /> � 23 ]96 282 325 368 426 483 598 7i3 771 <br /> 10 8b E6 Sb 86 86 86 86 fl6 86 <br /> Fxqosure 15 130 130 13D 130 13D 130 130 130 130 <br /> � m 9 20 ]73 173 173 173 173 173 173 173 173 <br /> 3 =c 23 149 799 199 199 199 199 199 399 199 <br /> � � 10 1G6 106 106 106 106 105 106 166 SO6 <br /> o Exposure 15 159 154 159 Y59 159 159 159 159 159 <br /> n C 20 213 213 223 273 2I3 213 213 Z13 213 <br /> 23 244 2A4 244 244 24'! ?44 244 244 2-04 <br /> Notes: <br /> 1 Use svorsi case laading from Seismic(fieet 53)and Tab:es above <br /> Table 2-Loads Applied to Existing Structure <br /> Horisontai Loads an Ex[sting Structure-Ooes Not Indude Seismic <br /> HCieht�f[��=» 8 8 B 8 11. 31 11 lI 15 15 15 15 <br /> Aspect.Ratia-Width/P�o),=» 1.00 1.50 2.00 L50 1.00 ISO 2.00 2.50 S.W 150 2.�0 J.SD <br /> Pro.(ft) <br /> 10 3C5 23Q I73 138 475 317 238 190 648 432 324 259 <br /> - CHpnsum 15 518 345 259 ?07 713 475 35G 285 972 6M18 48G 389 <br /> v °o B 20 691 461 345 276 950 633 47S 380 1295 864 648 518 <br /> n� <br /> 0 0� 23 795 530 397 328 1043 728 546 437 SER 993 745 596 <br /> � �— 10 419 2A0 210 168 577 385 288 231 7&7 524 393 315 <br /> c� <br /> qr a ;; E„powre 15 629 419 315 252 865 577 433 345 1180 7B7 590 472 <br /> �• c C ZO 839 559 419 335 1154 751 577 d51 SER 3049 787 529 <br /> � ~ ' 23 955 643 A82 385 SER 884 663 531 SER 1206 505 72b <br /> Shear/Tens. �P g A�t 69f46 45f46 35/A6 28J45 95(76 63(75 98/76 38/76 130/116 86/116 65/176 52/116 <br /> � Along <br /> � Nangrail �P C AlL 84/55 56J55 42/55 34/55 I15/92 77/92 58/92 46/92 157j141 305/141 79J141 63/1-01 <br /> �� (Q�� <br /> � Key=_»SER-Special Engineering Required <br /> � Vertipl Loads an Existing Structure-Does Noi Indude Seismic <br /> � Load Type=�> Roof LL Equlv.Uni£orm SL <br /> N Unfforn Load(psf}__» 10 26 ?5 3D 35 40 50 60 e'S <br /> � Proj.(k.) <br /> � 10 85 123 141 Sfi0 185 210 260 31Q 335 <br /> EKposure 15 128 iB3 212 Z40 278 315 390 G65 503 <br /> � v � B 20 170 2S5 283 320 370 420 52U 620 670 <br /> ; A 23 196 7.82 325 366 426 483 598 713 771 <br /> � o �a SO 85 123 Sd3 160 185 210 260 310 335 <br /> �(� o a Exposure 15 128 166 212 20� 27R 315 390 465 503 <br /> � � C 20 170 245 283 32Q 370 420 520 620 670 <br /> � 23 196 282 325 368 426 483 596 713 771 <br /> 10 98 46 93 98 98 98 98 S8 98 <br /> fxpowre 15 146 145 146 146 146 146 146 146 146 <br /> a m 0 20 i95 195 195 195 195 195 795 195 195 <br /> ` �c 23 225 225 225 225 225 225 225 725 225 <br /> jm a 30 120 120 120 120 120 1Z0 12Q 120 120 <br /> Exposure 15 180 180 180 130 i8a 180 SfiO }.90 160 <br /> p C 20 240 240 240 240 240 240 240 240 240 <br /> 23 276 2%6 27G 276 276 27G 276 27G 276 <br /> Notes: <br /> 1. Use worst case loadin,from Sr.ismic�Sher.t 53)and Tables ahove <br /> Page 4 of 6 <br />