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HomeMy WebLinkAboutWithers_res_Cad plan-S-2 FRMGrevisions no. date TIE -BEAM SCHEDULE MARK 51ZE REINFORCING #3 HOOP5 OR STIRRUPS REMARK5 TOP MID BTM B-1 8x56 2#6 2#5,246 2#7 #3 5TR a 12" O.G. BOTTOM OF BEAM .5TEP5 UP OVER ENTRY-5EE PET.- MID. REIN. ® 1/3 PT5 6x30 2#6 2#5 2#6 B-2 8x34 2#6 4#5 2#6 #3 5TR ® 12" O.G. BOTTOM OF BEAM 5TEP5 UP OVER ENTRY.- 5EE DETAIL. Bx30 2*6 2#5 2#6 B-3 8x34 2#5 2#5 2#6 #5 5TR ® 12" O.G. B-4 8x25 2#5 - 2#5 #3 5TR ® II " O.G. BB-1 ex/6 1#5 - - NONE REOP. TYPICAL MA-SONRY BOND BEAM CONT. U.N.O. (2) COUR5E5 FILLED BB-2 Sx16 205 - 2#5 NONE REOD. TYPICAL MASONRY BOND BEAM CONT. UNLE55 NOTED OTHERX15E (2) COUR5E5 FILLED L-1 8x12 1#5 - 1#5 NONE REOD. CA5TGRETE HIGH 5TRENOTH LINTEL ALL COUR5E5 FILLED L-2 eXI6 1#5 - 1#5 NONE REOP. CA57CRETE HIGH STRENGTH LINTEL (2) COUR5E5 FILLED L-3 8x34 1#5 - 1#5 NONE REOP. GA571CRETE HIGH STRENGTH LINTEL ALL COURSES FILLED L-4 Bx14 1#5 - 1#5 NONE REOD. CA57CRETE HIGH 5TRENOTH LINTEL ALL COURSES FILLED TB -I 8x12 2#5 - 2#5 NONE REOP. TYPICAL TIE BEAM CONTIN. U.N.O. SAFE GRAVITY LOAI75 FOR 8" PRECA5T $ FIRE57RE55ED U-LIN7EL5 Ci =_4igrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-06 8F12-0B 8F16-oB 8F20-08 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B BF32-1B 2'-10" (34') PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42') PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48') PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54') PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547(7) 8672 10294 11809 5'-4" (64') PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(36) 7342(19) 8733(19) 1012119 5'-10" (70') PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168(45) 6036(19) 718(19) 8328(20 6'-6" (78') PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(37) 8825(14) 7'-6" (90') PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472(15 9'-4" (112") PRECAST 554 699 1160 1625 2564 306 2818 3302 752 1245 1843 2564 3486 4705(37) 6390(47 10'-6"(126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(38) 4754(45 11'-4"(136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1 1366 1846 2423 3127 4006 12'-0"(144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1 1838 2316 2883 14'-0"(168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8"(176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" 184" ( ) PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4"(232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4"(256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0"(264") PRESTRESSED N.R NR NR NR NR NR NR NR 165 315 550 784 1 1047 1285 1399 24'-0"(288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SAFE LATERAL LOADS FOR 8" PRECAST $ PRESTRESSED U-LINTELS CAwr_*94" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10"(34') PRECAST 1293 1642 2135 3'-6" (42') PRECAST 1025 1024 1830 4'-0" (48') PRECAST 765 763 1365 4'-6" (54') PRECAST 592 591 1057 5'-4" (64') PRECAST 411 411 734 5'-10"(70') PRECAST 340 339 607 6'-6" (78') PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST $ PRESTRESSED U-LINTELS 4AZT-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-IT 81`32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10"(34') PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 1 3079 3966 1 4853 5740 1 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10"(70') PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78') PRECAST 835(12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727(23) 1021 1634(12) 2102(11) 2571(10) 3039(10) 3508 (9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(15 1471(15 1811(15) 2152(16) 2494(15 591 851 1326 1705 2084 2463 2842 10'-6"(126") PRECAST 530 552 914(15) 1185(15) 1458(15) 1732(15) 2007(15 530 686 1183 1526 1865 2204 2544 11'-4"(136") PRECAST 474 ass 798(15) 1034(15) 1272(15) 1510(15) 1749(15 494 599 1028 1422 1738 2053 2369 12'-0"(144") PRECAST 470 (9) 441 723(14) 936(14) 1151(15) 1366(15) 1582(15 470 543 928 1349 1649 1948 2247 13'-4"(160") PRECAST 418(15) 373 606(14) 783(14) 962(14) 1141(14) 1321(14 428 455 770 1145 1444 1718 1993 14'-0"(168") PRECAST 384(15) 346 559(14) 723(14) 887(14 1052(14 1218(14 410 420 709 1050 1434 (8 1694 (8 1954 (7 14'-8" (176") PRESTRESSED 239 323 519 (13) 671(13) 823 (13 976 (14 1129(14 246 390 655 968 1324 (8 1625(11 1874(11 15'-4"(184") PRESTRESSED 224 302 485(13) 626(13) 767(13 909(13 1052(13 230 364 609 897 1224 (8 1562(14 1801(14 17'-4"(208") PRESTRESSED 187 255 404(12) 520(12) 637 (12 754(12 872(12 192 303 500 732 993 (8 1268(14 1470(14 19'-4"(232") PRESTRESSED 162 222 347(11) 446(11) 546 (12 646(12 746(12 166 261 424 616 831 (8 1057(14 1225(14 21'-4"(256") PRESTRESSED 142 198 306(11 393(11 480(11 567(11 654(11 142 230 369 531 713 (7 903(13 1046(13 22'-0"(264") PRESTRESSED 137 192 295(10 378(11 461(10) 545(11 629(11 137 221 354 508 681 (7) 861(13 997(13 24'-0"(288") PRESTRESSED 124 1 175 1 267(10 341(10) 416 (10) 491(10 566(10 124 1 200 1 316 1 450 1 600 (7) 756 (12A 875(13 designed PAR drawn PAR checked 55 date ,/I/21 scale 1/4" = 1'-0" U.N.O. job no. 21-0017 . W1T Q11A QUANTUM ENGINEERING ASSOCIATES INC. • Structural Engineering & Cost Segregation 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 W W W.QEASSOCIATES.COM "M �J�Q`1�N�GENgFe'9L-., Digitally signed =' No 61 0C9= by Shawn %T�css< o Stambaugh ...... °"', Date: This item Fax been electronically .iyoed and ,eaied �y :nshown =��. 2 0 21.0 8.2 0 w�yn, ae on cue a.reown":my. oigir�i signam,e. d opie,of ni=do men a,e 11:59:56-04'00' id Shawn and me:ignam�e m�:r ne �e.ieed on aoy electrons copies Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W U Z W Q 0 of JO W(f) L L. LL L U Z r n J F ZD z0 w Z c0 LJJ 5U ZD J _ O C~n project V-0 J J Z LLJ Cn W � U z O a W — z v 1_1 Z z L1 L Q W z _v U1 W 0 drawing FLOOR & ROOF FRAMING PLANS sheet S-2 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR.