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G � o'+:� i f.- � �.. . t '-- ��� <br /> U S I � =�'1',`�'��; `�.',�_�_��_''� , 1.; � � � _;;_; �,� �� 2'�_s� 118 <br /> �"1 ��igin�lly ls�ued: 04/28/2010 Revised: 04112/2016 Valid Through: 0413012017 <br /> Table 3-Loads Applied to Existing Structure <br /> Horizonta!Loads on Esristing Structure-Does Not Include Seismic <br /> Heig6t(ftJ=» 8 8 8 8 ii li 11 ll 15 15 15 15 <br /> AspectRato-�dth/Proj.=» S.QO 1S0 20�J 2.SU 1.09 1.50 2.Q0 2.50 1.00 1.50 2,00 7.50 <br /> Proj.(ft.J <br /> � 10 426 28M1 273 171 586 391 293 23S 800 533 400 320 <br /> � Expawre IS 6A0 4Z6 32(1 256 880 58b 444 352 7100 800 6�0 480 <br /> u ° <br /> � 0 20 853 569 426 341 ]]J3 762 586 469 SER 1�66 800 G40 <br /> a <br /> S.`oa� 23 481 ($4 C90 392 SER 899 fi74 540 SER 1226 920 736 <br /> � 10 518 345 259 207 7i2 4S 355 285 971 G47 486 388 <br /> �' `o_ �� Expasure 15 777 516 388 311 1058 7f2 534 427 SER 971 72B SR3 <br /> � � C ZO 1036 691 518 414 SfR 949 712 570 SER 1295 971 777 <br /> � ~ 23 1191 794 596 476 SFR 1092 819 655 5[R SER 111% 893 <br /> Shear/Tens. Eup B ALL 85/56 57/56 43J56 34/55 117j94 76f44 54J94 47)94 160/144 107/144 89/144 b4j144 <br /> � Alona <br /> � Hangrail <br /> � �P�fl Exp C ALL 30-0/56 69/6R 52/68 41/68 192/li4 95f114 71/114 57/114 194/174 139/174 97/174 78/17A <br /> �� Key=»SER-Special Engineering Aequlred <br /> � <br /> Q) Verticai laads on Existing Shucture-Unes Not Indude Seismic <br /> � Load Typa�_» Hovf LL Equiv.Uniform SL <br /> � Uniform Load(psFl=_» :t0 2D 25 30 35 40 SD 60 65 <br /> Pra.(k.) <br /> � 10 !35 123 141 160 T85 210 26D 330 335 <br /> � Esposure 15 128 1B9 I12 240 278 315 390 4G5 563 <br /> � � n B 20 17U 245 283 320 37Q 420 520 62D 670 <br /> 3 �� 23 156 282 315 366 426 483 598 713 771 <br /> � o�a 30 SS 125 144 163 i85 210 260 310 335 <br /> a o Exppsure 15 132 IRS 23u 243 278 315 390 465 503 <br /> •� � C 20 175 250 288 32i 370 420 520 620 670 <br /> � <br /> � 23 2J2 288 331 374 326 A83 596 713 771 <br /> 10 122 122 122 122 122 122 122 122 122 <br /> 6cpnsure 15 183 183 183 183 183 183 183 163 183 <br /> B 20 244 294 24� 2SA 244 2A4 244 244 244 <br /> ` � 23 280 280 280 280 28D 284 78D 280 280 <br /> �-m a SO 1G9 149 149 149 149 149 149 149 149 <br /> � <br /> o ExPosure +5 224 22A 22� 224 224 224 224 224 224 <br /> � C 20 299 799 299 299 299 299 299 259 299 <br /> 23 3�74 3A4 344 344 344 344 344 334 344 <br /> Notes: <br /> 1. UseworstcaseloadingfromSefsmi�(Sheei53)andiablesab�re <br /> Ta61e 4-Loads Applied to Existing Strucfiure <br /> Horizontal Loads on Existing Structure-Does Not Inciude Seismic <br /> Height�RJ--» �q 8 8 8 11 11 11 il 15 IS 15 75 <br /> AspedRatio-WidthjPmj.=» 1.OQ 1.50 2.Q0 250 1.00 S.SO 2.00 25U 1.0� 1.50 2A0 250 <br /> Proj.kJ <br /> 1� 516 344 258 20G 710 473 355 284 968 645 4B4 3R7 <br /> ° Er.pasum 15 774 516 387 330 ID64 710 532 426 SFft 9G6 R6 581 <br /> v � B 20 1�32 fi86 516 4l3 SER 9A5 710 568 SER 7.29� 968 774 <br /> u� <br /> u 9� 23 7787 791 593 475 SER 1086 816 653 SER SER 1113 tf90 <br /> — 20 627 41R 313 251 862 5J4 431 345 lll5 7A3 587 970 <br /> � 0 61 �posure 15 4�SU 62'1 470 376 L92 862 645 517 SER 1i75 881 705 <br /> � ° 10 C 20 7253 836 627 501 SER 1149 862 689 SER SER 1175 940 <br /> � ~ 23 Sf:R 9&1 721 577 SER SER 991 793 SEN SER SER 1081 <br /> Shearfiens. �P 8 AlL 103/68 69/69 52/SS n3Jo8 1A2j173 95j113 71(113 S7J113 194/174 129/174 97j174 77/ll4 <br /> � Alung <br /> �"� Hzngrail <br /> g� �P� Exp C ALL 125/83 8A(83 63/83 50J83 172/]38 1S5/]38 86(136 69/138 235J211 157(211 117/211 9M1/211 <br /> �� Hey=»SER-Specal Fagineering Required <br /> � <br /> Q� Uertical loads on Existing Structure-Does Ptot Ircclude Seismic <br /> � Load Type=_» Roof LL Equiv.Uniform SL <br /> � Unifnrm Load(psff=_» 10 20 25 3Q 35 40 50 GD 65 <br /> � Proj.(h.) <br /> � 10 98 125 Iq4 163 185 210 2fiD 314 335 <br /> � Ezposure 15 131 188 216 244 278 315 390 465 503 <br /> � v � 8 20 175 250 288 3J5 37D 92D 520 620 670 <br /> � c 23 7.01 288 331 374 426 483 546 713 771 <br /> � o c v 10 96 134 152 171 14Q 210 260 310 335 <br /> °� o o Er.pos�re 15 144 2Ui 719 257 285 315 390 465 503 <br /> � � C 20 192 267 3D5 3d2 3S0 420 520 620 670 <br /> � 73 221 307 351 39�5 437 483 598 713 771 <br /> 10 IA9 249 145 149 1%t9 149 2d4 i49 144 <br /> Expowre 15 2:3 223 223 223 223 723 223 223 223 <br /> � �� B 29 298 2°8 298 236 298 298 Z'J8 29H 29R <br /> 3=n 23 3�i2 342 i42 342 342 342 34? 342 342 <br /> � � 10 1R2 182 182 192 182 182 182 182 182 <br /> o Exposure 15 213 Z73 273 273 2T3 273 273 273 2A <br /> � C 20 3S4 36A 364 364 364 364 366 3fi4 3G9 <br /> 23 419 d19 419 419 C]9 A19 419 419 419 <br /> Notes: <br /> 1. Use worst case loading From Se6mic(Sheet Sd)ar.d Tables above <br /> Page 5 of 6 <br />