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� � 1 l� 7 �� � � �I-'= �, p � :�� � � v—� +�Q <br /> S <br /> � � i �i��� �F� � .�F!!y Ft�l i� l � • I �1 � :�t��`� ' �_\�� .' ; � � 1 1� <br /> �w i� � <br /> T`'' Originally issued: i�4/28/2010 Revised: fl4('i2/2096 Valid Through: 0413 0/2 0 1 7 <br /> Table 5-Loads App[ied to Existing Structure <br /> Horizontal Laads on Exisiing Structure-Dces Not Include Seismic <br /> f7e?ght jF.}=» 8 S 8 8 il ii 11 il 15 15 15 15 <br /> Aspec[ftat(o-Width/Proj.=» 1.00 150 2.6{1 2.50 1.00 1.i0 L0� 2.SD 1.00 1.50 2.00 2.50 <br /> Pro�.iR.) <br /> SO fi14 A09 307 246 844 563 4�2 338 1152 75S 576 461 <br /> — Expasure 15 921 G14 461 368 1267 944 633 SD7 SER 1152 664 697 <br /> � Q R 20 17.28 S19 6i4 491 SER 1126 844 676 SER SER 1i52 92l <br /> a <br /> E a c 23 SER 932 706 565 SER i295 971 777 SEA SEft SER 1059 <br /> \v` 1C 746 497 373 298 3025 684 513 410 SER 932 699 559 <br /> � � p Expowre 15 1119 7M16 559 4A7 SER 1025 769 675 SER SER 1049 639 <br /> � � C 20 SER 994 >46 S97 SER SER 3025 620 SER SER SEft 1119 <br /> � ~ 73 SEft ll43 1358 6R6 SfA SF17 Y179 943 SER SER SER 12$6 <br /> Shear/Tens. Exp 8 ALL 123f81 82(81 51f81 49(81 lfi9/135 113(135 84/195 fi9(135 230(207 154("L07 115(2U7 97J207 <br /> � Along <br /> � Hangrail <br /> � (p�n Exp C ALL 149/98 93(98 75J98 6D/98 205/161 137/164 103/164 82/164 SER 186/251 140/251 112/251 <br /> �� Key==»SER-SPecia!Engineering Required <br /> � <br /> Q, Vertical Loads on Existing Structure-Does Not Include Seismlc <br /> � load Type=» fiuof LL Equiv,�aHorm SL <br /> � Uniform Load(ps}j=y> 10 26 25 30 35 40 50 6D 65 <br /> Pro.(fL) <br /> � 10 95 733 152 170 189 210 2G0 310 335 <br /> � Exposure 15 t43 ]99 227 255 28} 315 390 465 503 <br /> � � � 6 20 190 265 303 39� 378 420 520 G20 670 <br /> 3 ` 23 215 305 346 391 435 483 598 7i3 771 <br /> � a � a 10 105 143 162 180 199 218 26D 310 335 <br /> 6 o Expasure 15 158 21A 243 271 299 327 340 465 503 <br /> v� � C 2D 211 286 323 361 398 436 S30 620 670 <br /> � <br /> � 23 242 329 372 415 458 501 598 713 77i <br /> 10 178 178 278 178 7.78 � 178 17$ 178 178 <br /> ExposUre 15 267 267 267 267 267 Z67 267 267 267 <br /> 8 20 356 356 356 356 356 356 35fi 355 356 <br /> � =Q 23 430 410 41(f 430 410 ASO 410 410 410 <br /> � � 10 218 2Z8 218 216 218 21S 278 218 218 <br /> a Exposure 35 327 327 327 327 327 327 327 3)7 327 <br /> � C 26 435 435 435 435 435 435 43� 435 435 <br /> 23 501 501 SU1 5�1 5�1 501 5�1 SO1 SO1 <br /> Notes: <br /> i. Use worst case loading from Seismic{SbeetS-3)and 7aWe5 abova <br /> Table 6-Loads Applied to Existing Structure <br /> Horizontal Loads on Existing Structure-Does Rlot tnc{ude Selsmic <br /> ticigh[(ft)_» 8 8 B 8 11 11 31 11 15 15 35 15 <br /> Aspec[{tatio-Width/Pmj.==a> 1.00 1.50 2.00 2.50 1.00 LW 7..D0 7.SD 1.00 1.SD 2.00 2.50 <br /> Pro'.(h.) <br /> 10 721 481 360 788 991 661 496 396 SER 901 676 S41 <br /> ° Exposum 15 SO61 721 541 432 S�R 991 743 595 SER SER 1014 811 <br /> a� B 20 SFR 961 J22 57J SER SER 991 793 SEF SER SER 1081 <br /> E`o .^- 23 5EA 110.5 839 653 SEFl SfA il-00 912 SER SEfl SER 1243 <br /> u°�— <br /> � 10 875 583 438 350 1203 802 602 481 5[R 1094 821 656 <br /> � _ Exposure 15 SEft 875 656 SS SER 1203 903 772 SER SER 1231 985 <br /> � � �' C 2D SER 12G7 875 70D 5£R SfR 2703 963 SEfl SER SEfi SER <br /> � ~ 23 SEA SER �OD7 8�5 Sf.R SEA SER ]107 SEF1 SER SEA SEft <br /> Shear/Tens. Exp 8 ALL 14A(95 96/95 72/� 58J95 198/158 132J158 99/158 79/158 SEft 180/243 135/243 108/243 <br /> � Nong <br /> � Hangrail <br /> � SP�� Exp C ALL i75/115 317J213 P$�335 7Q/Y15�ZA1/193 i60J192 220/192 96/]92 SER 279J295 164/295 137(295 <br /> �j Key=»SEfl-Speclal En�ineerir+g Required <br /> � <br /> QJ Vettica6 Loads utt Existing Structure-Daes Not Include Seismtc <br /> � �oad Type—» Ra>f ll Equiv.Uniform SL <br /> � Urtiform Load�PsE}=» 10 20 25 3p 35 40 50 66 65 <br /> Proj.�h.� <br /> � 10 103 I4I 260 178 IJ7 216 260 310 335 <br /> � Expowre 15 155 211 2�3D J66 296 324 390 465 503 <br /> � v : B 20 207 282 319 357 394 432 520 620 670 <br /> 3 °� 23 238 324 367 413 454 497 598 713 771 <br /> � $�°' 10 115 153 172 190 209 22S 265 37D 335 <br /> o Ezposure 15 ]73 229 258 286 314 342 398 465 SD3 <br /> '� � C 20 Z31 306 343 381 410 456 531 62Q 670 <br /> � <br /> � 23 26E 352 395 d3R 481 524 411 713 771 <br /> 10 210 210 21p 2I0 210 210 210 2I0 210 <br /> Exposure 15 315 31S 315 315 315 315 315 315 315 <br /> a m <br /> 6 2� 420 4?0 420 A20 420 420 420 42U 420 <br /> ` � 23 464 484 48A -0U4 a8C 484 4B4 489 A84 <br /> a m= �0 257 257 257 257 257 257 257 257 257 <br /> = o Eaposure 15 385 385 385 385 385 365 385 385 385 <br /> � C 20 533 513 513 513 573 513 513 513 513 <br /> 23 590 590 590 590 590 590 54D 59D 590 <br /> Notes: <br /> 1. Use worst ase Ioading from Scismic(Sheet 5-3J and Tables a6ove <br /> Page 6 of 6 <br />