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SU8 &F8-05/1T 8F8-013/2T 8F8-15/1T 8F8-15/2T <br />■ . ■` '� r■MIME 111 11' <br />&RU& 8W6-05/IT 8RF6-05/2T &RFh-I5/1T &W6-I15/2T <br />8RF10-05/1T 8RF10-05/2T ORF10-113/1T 8RF10-113/2T <br />ill <br />8W14-013/1T OW14-05/2T 8W14-18/1T 8RF14-113/2T <br />0 IN <br />MIMM <br />0 i0 0 <br />0 mom 0 0 0 0 0 0 <br />on <br />all LINTEL SECTIONS <br />8RF18-05/1T 8RF18-05/2T 8RF18-18/1T 5RF18-I5/2T <br />8RF22-05AT 8RF22-05/2T 8RF22-15AT 8W22-113/2T <br />8" IRECE55ED LINTEL 5ECTiON5 <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />SUS <br />8F8-0B <br />8F12-08 <br />8F16-0B <br />8F20-OB <br />BF24-OB <br />8F28-OB <br />8F32-OB <br />8F8-1B <br />BF12-1B <br />BF16-18 <br />8F20-1B <br />8F24-1B <br />8F28-1B <br />8F32-1B <br />2'-10" (34") PRECAST <br />2231 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />3'-6" (42") PRECAST <br />2231 <br />3069 <br />3719 <br />5163 <br />6607 <br />8054 <br />9502 <br />10951 <br />3069 <br />1 4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />4'-0" (48") PRECAST <br />1966 <br />2561 <br />2751 <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2693 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />4'-6" (54") PRECAST <br />1599 <br />1969 <br />2110 <br />2931 <br />3753 <br />4576 <br />5400 <br />6224 <br />2189 <br />4375 <br />6113 <br />7547 M <br />8672 <br />10294 <br />11809 <br />5'-4" (64") PRECAST <br />1217 <br />1349 <br />1438 <br />1999 <br />2560 <br />3123 <br />3686 <br />4249 <br />1663 <br />3090 <br />5365 <br />7547(se) <br />7342(10) <br />8733(10) <br />10127(to <br />5'-10" (70") PRECAST <br />1062 <br />1105 <br />1173 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1451 <br />2622 <br />4360 <br />7168(,45) <br />6036(le) <br />7181pe <br />8328 10 <br />6'-6" (78") PRECAST <br />908 <br />1238 <br />2177 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1238 <br />2177 <br />3480 <br />5381 <br />8360 <br />10394M <br />882514 <br />7'-6" (90") PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />1011 <br />1729 <br />2661 <br />3898 <br />5681 <br />8467(44) <br />6472 1s <br />9'-4" (112") PRECAST <br />554 <br />699 <br />1160 <br />1625 <br />2564 <br />306 <br />2818 <br />3302 <br />752 <br />1245 <br />1843 <br />2564 <br />3486 <br />4705 M <br />6390(4 <br />10'-6"(126") PRECAST <br />475 <br />535 <br />890 <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />643 <br />1052 <br />1533 <br />2093 <br />2781 <br />3643(ael <br />4754(.5 <br />11'-4" (136") PRECAST <br />362 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'-0" (144") PRECAST <br />337 <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />13'-4" (160") PRECAST <br />296 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />14'-0" (168") PRECAST <br />279 <br />424 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />442 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />14'-8" (176") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />458 <br />783 <br />1370 <br />1902 <br />2245 <br />2517 <br />2712 <br />15'-4"(184") PRESTRESSED <br />N.R.R <br />.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />412 <br />710 <br />1250 <br />1733 <br />2058 <br />2320 <br />2513 <br />17'-4" (208") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR300 <br />548 <br />950 <br />1326 <br />1609 <br />1849 <br />2047 <br />19'-4" (232") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />235 <br />420 <br />750 <br />1037 <br />1282 <br />1515 <br />1716 <br />21'-4" (256") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />180 <br />1 340 <br />598 <br />845 <br />1114 <br />1359 <br />1468 <br />22'-0" (264") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />165 <br />315 <br />550 <br />784 <br />1047 <br />1285 <br />1399 <br />24'-0" (288") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR129 <br />250 <br />450 <br />654 <br />884 <br />1092 <br />1222 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD <br />PLF <br />LENGTH TYPE <br />8U8 <br />81`8 <br />R MU* C <br />2'-10" (34") PRECAST <br />1293 <br />1642 <br />2135 <br />3'-6" (42") PRECAST <br />1025 <br />1024 <br />1830 <br />4'-0" (48") PRECAST <br />765 <br />763 <br />1365 <br />4'-6" (54") PRECAST <br />592 <br />591 <br />1057 <br />5'-4" (64') PRECAST <br />411 <br />411 <br />734 <br />5'-10- (70") PRECAST <br />340 <br />339 <br />607 <br />6'-6" (78") PRECAST <br />507 <br />721 <br />483 <br />7'-6" (90") PRECAST <br />424 <br />534 <br />357 <br />9'-4" (112") PRECAST <br />326 <br />512 <br />227 <br />10'-6" (126") PRECAST <br />284 <br />401 <br />178 <br />11'-4" (136") PRECAST <br />260 <br />452 <br />152 <br />12'-0- (144") PRECAST <br />244 <br />402 <br />135 <br />13'-4" (160") PRECAST <br />217 <br />324 <br />109 <br />14'-0" (168") PRECAST <br />205 <br />293 <br />98 <br />14'-8"(176') PRESTRESSED <br />N.R. <br />284 <br />89 <br />15'-4"(184") PRESTRESSED <br />N.R. <br />259 <br />82 <br />17'-4"(208") PRESTRESSED <br />N.R. <br />194 <br />63 <br />19'-4"(232") PRESTRESSED <br />N.R. <br />148 <br />51 <br />21'-4"(256') PRESTRESSED <br />N.R. <br />125 <br />42 <br />22'-0"(264") PRESTRESSED <br />N.R. <br />116 <br />39 <br />24'-0"(288") PRESTRESSED <br />N.R. <br />91 <br />33 <br />* SEE NOTE 18 <br />M�M <br />MEN <br />MIMM <br />0 <br />-i <br />M__M <br />M M <br />i <br />IN M <br />Mon <br />o <br />M__._M <br />M____ 0 <br />M____M <br />INA <br />m <br />ICI <br />ICI <br />IMA <br />8F28-013/1T 8F28-05/2T 8F28-15/1T 8F28-113/2T <br />MEN <br />M�M <br />M�M <br />Mxa"M <br />0 Mi <br />M <br />M M <br />M <br />M 0 <br />0 0 <br />M 0 <br />0 <br />M <br />M <br />0 0 <br />mom <br />MX0"M <br />M <br />son <br />mom <br />MEMO <br />M 0 <br />0 0 <br />8F32 -15/2T <br />�son <br />i <br />E <br />i�ME <br />mom <br />■fi <br />i <br />on1 <br />8RF26-015/17' 8W26-08/2T 8RF26-l5/lT 8RF26-113/2T <br />1111111�10 <br />MEN <br />Ems <br />ME <br />IL�V__A <br />F <br />a <br />8RF30-013/1T 8RF30-013/2T 8W30-113/1T 8RF30-113/2T <br />*S REBAR AS <br />REQUIRED 130° STANDARD <br />(2 MINIMUM) NOOK 10" MINIMUM <br />(TYPICAL) <br />• • 1Mat <br />CAST-CRETE <br />HIGH STRENGTH all <br />PRECAST BEARING <br />LINTEL FILLED :' <br />WITH GROUTT/ <br />' <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />- <br />8F8 1T <br />8F12-1T <br />8F16-IT <br />8F20-1T <br />BF24-1T <br />- <br />8F28 1T <br />F - <br />8 32 1T <br />8F8-2T <br />8F12-2T <br />BF16-2T <br />8F20-2T <br />8F24-2T <br />8F28-2T <br />BF32-2T <br />2'-10" (34") PRECAST <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />3'-6" (42") PRECAST <br />1569 <br />2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />1569 <br />1 2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />4'-0" (48") PRECAST <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />4'-6" (54") PRECAST <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />5'-4" (64") PRECAST <br />1016 <br />1632 <br />2290 <br />2649 <br />3607 <br />4265 <br />4924 <br />1016 <br />1 1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />5'-10" (70") PRECAST <br />909 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />929 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />6'-6" (78") PRECAST <br />835 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />835 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />7'-6" (90") PRECAST <br />727 (yy) <br />1021 <br />1634(12) <br />2102 1, <br />2571(io) <br />3039(to) <br />3508 <br />727 <br />1166 <br />1634 <br />2102 <br />2571 <br />3039 <br />3508 <br />9'-4" (112") PRECAST <br />591 <br />680 <br />11 331s <br />1471 1s <br />181115 <br />2152 a <br />2494 1s <br />591 <br />851 <br />1326 <br />1705 <br />2084 <br />2463 <br />1 2842 <br />10'-6"(126") PRECAST <br />530 <br />552 <br />914(,$) <br />1185(,$) <br />1458(1s) <br />1732(15) <br />2007(15 <br />530 <br />686 <br />1183 <br />1 1526 <br />1865 <br />2204 <br />2544 <br />l l'-4" (136") PRECAST <br />474 <br />485 <br />798 ,s <br />1034 1s <br />1272 1s <br />1510 1s <br />1749 (1s <br />494 <br />1 599 <br />1028 <br />1422 <br />1738 <br />2053 <br />2369 <br />12'-0"(144") PRECAST <br />470 (0 <br />441 <br />723 ,. <br />936 „ <br />1151(1s <br />1366(s) <br />1582p5 <br />470 <br />543 <br />928 <br />1349 <br />1649 <br />1948 <br />2247 <br />13'-4" (160") PRECAST <br />418 (ts <br />373 <br />606 (14 <br />783 (,4 <br />962 (1. <br />1141(14 <br />1321(14 <br />428 <br />455 <br />770 <br />1145 <br />14" <br />1718 <br />1993 <br />14'-0" (168") PRECAST <br />384 (m) <br />346 <br />559 ,4 <br />723 (m) <br />887 (u <br />1052 (14) <br />1218 (14 <br />410 <br />420 <br />709 <br />1050 <br />1434 p <br />1694 Is <br />1954 <br />14'-8" (176") PRESTRESSED <br />239 <br />323 <br />519 (, <br />671 („) <br />823 (1a) <br />976 (14) <br />1129(,q <br />246 <br />390 <br />655 <br />968 <br />1324 (0) <br />1625 (11) <br />1874 11 <br />15'-4" (184") PRESTRESSED <br />224 <br />302 <br />485 (, <br />626 (1 <br />767 (1 <br />909 (, <br />1052(13) <br />230 <br />364 <br />609 <br />897 <br />1224 <br />1562 (14) <br />1801(14 <br />17'-4" (208") PRESTRESSED <br />187 <br />255 <br />404 (1 <br />520 (u) <br />637 (1:) <br />754 (12) <br />872 (1s) <br />192 <br />303 <br />500 <br />732 <br />993 <br />1268(14 <br />1470(u <br />19'-4" (232") PRESTRESSED <br />162 <br />222 <br />347 tt <br />446 11 <br />546 a <br />646 12 <br />746 1s <br />166 <br />261 <br />424 <br />616 <br />831 (e <br />1057 (11) <br />1225 (11 <br />21'-4" (256') PRESTRESSED <br />142 <br />198 <br />306 „ <br />393 (11) <br />480 (tt <br />567 11 <br />654 (11 <br />142 <br />230 <br />369 <br />531 <br />713 V <br />903 (1 <br />1046 1 <br />22'-0" (264") PRESTRESSED <br />137 <br />192 <br />295 (10 <br />378 (t, <br />461 (to <br />545 I„) <br />629 pi <br />137 <br />221 <br />354 <br />1 508 <br />1 681 <br />861 (1 <br />997 (1 <br />24'-0" (288") PRESTRESSED <br />124 <br />175 <br />267 po <br />341 (10 <br />416 (10 <br />491 (to <br />566 (10 <br />124 <br />200 <br />316 <br />450 <br />600 <br />756 12) <br />875 t <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS <br />FOR GR40 FIELD ADDED REBAR. <br />05 REBAR IN .• <br />VERTICAL <br />GROUT FILLED <br />CELL •" <br />E' ^ <br />C,ANTiLEVEFRED LINTEL DETA L <br />MASONRY TIES <br />•'::'i' <br />AS SPECIFIED <br />CONCRETE FASTENERS <br />SPLIT FACE <br />y'. <br />WITH MINIMUM 4" <br />MASONRY VENEER <br />EMBEDMENT SPACED AS <br />REQUIRED <br />CAST-CRETE LINTEL <br />FILLED WITH GROUT <br />CONTINUOUS SHELF ANGLE <br />SIZED AS <br />REQUIRED <br />:r CONCRETE FASTENERS <br />_ AS REQUIRED <br />7:7` CAST-CRETE U-LINTEL <br />FILLED w/ GROUT <br />• 4,. <br />CONTINUOUS SHELF ANGLE <br />SIZED AS REQUIRED <br />1„i,ASONF��r VENEEFR 5FL iT FACE VENEEFR <br />SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />4~ft- iWM <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6-0B <br />8RFIO-08 <br />8RF14-OB <br />8RF18-OB <br />8RF22-OB <br />8RF26-08 <br />8RF30-OB <br />8RF6-1B <br />8RF10-1B <br />8RF14-1B <br />8RF18-1B <br />8RF22-1B <br />8RF26-18 <br />BRF30-1B <br />4'-4" (52") PRECAST <br />1635 <br />1749 <br />3355 <br />3280 <br />4349 <br />5421 <br />6493 <br />7567 <br />1891 <br />3699 <br />5206 <br />6639 <br />8060 <br />9479 <br />10893 <br />4'-6" (54") PRECAST <br />1494 <br />1596 <br />3063 <br />2992 <br />3968 <br />4946 <br />5924 <br />6904 <br />1 556 <br />3699 <br />5206 <br />6639 <br />8060 <br />9479 <br />10893 <br />5'-8" (68") PRECAST <br />866 <br />920 <br />1770 <br />1716 <br />2277 <br />2839 <br />3402 <br />3966 <br />1167 <br />2481 <br />4567 <br />6389 <br />8060 <br />7917(,o <br />9311(it <br />5'-10" (70") PRECAST <br />810 <br />859 <br />1653 <br />1600 <br />2124 <br />2649 <br />3174 <br />3700 <br />1113 <br />2342 <br />1 4242 <br />6639 ryo <br />8060(is) <br />7402(1a) <br />8706 (,o <br />6'-8" (80") PRECAST <br />797 <br />901 <br />1825 <br />3120 <br />5048 <br />7747 <br />9448 <br />7360 <br />901 <br />1825 <br />3120 <br />5048 <br />7915 <br />9479 <br />1089 <br />7'-6" (90") PRECAST <br />669 <br />755 <br />1490 <br />2459 <br />3776 <br />5743 <br />7239 <br />5623 <br />755 <br />1490 <br />2459 <br />3776 <br />5743 <br />8998(is) <br />10893(4a <br />9'-8" (116") PRECAST <br />411 <br />466 <br />999 <br />1568 <br />2253 <br />3129 <br />4091 <br />3146 <br />526 <br />1 999 <br />1 1568 <br />1 2253 <br />1 3129 <br />4150 <br />5891(/ <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. <br />NOTE: INFORMATION CONTAINED ON THIS SHEET <br />PROVIDED BY AND PERTAINING TO CAST-CRETE CORP. <br />ALTERNATE PRODUCTS OF EQUAL CAPACITY MAY BE <br />USED. ALTERNATE PRODUCT MUST BE ACCOMPANIED BY <br />ENGINEERING DATA TO SUPPORT SUCH PRODUCT. <br />ENGINEERING <br />SPECIFICATI NS <br />PRODUCT DESCRIPTION <br />High strength precast concrete lintels designed to be unfilled or Filled to Form a composite reinforced beam using concrete masonry units. <br />MATERIALS <br />f'c 8" precast lintels = 3500 psi ° Concrete masonry units (CMU) per A5TM C90 with minimum net area <br />f'c 8" prestressed, 6" and 12" precast lintels = 6000 psi compressive strenght : IWO psi <br />f'c 4" precast lintels = 3000 psi ° Rebar per A5TM A615 Grade 60 <br />Grout per A5TM C416 f'g : 3000 psi w/ maximum ° Prestressing strand per A5TM A416 Grade 210 low relaxation <br />3/8 Inch aggregate and 8 to II inch slump. ° 1/32 inch wire per ASTM A510 <br />° Mortar per A5TM C210 Type M or S <br />GENERAL NOTES <br />1. Provide full mortar head and bed joints. 8. Cast -in -place concrete may be provided in composite lintel in lieu of <br />2. Shore filled lintels as required. concrete masonry units. <br />3. Installation of lintel must comply with architectural 9. Safe load ratings based on rational design analysis per ACI 318 and AGI 530 <br />and/or structural drawings. 10. Product Approvals: Miami Dade County, Florida Nos. 03-0605.05 <br />4. U-Lintels are manufactured with 5-1/2 inch long notches at and 03-0605,04. Florida Certificate of Product Approval number FL158. <br />ends to accomodate vertical cell reinforcing and grouting. 11. The exterior surface of lintels installed in exterior concrete masonry walls <br />5. Reference the CAST-CRETE Load Deflection Graph shall have a coating of stucco applied in accordance with A5TM C926 <br />Brochure for lintel deflection Information. or other approved coating. <br />6. Bottom field added rebar to be located at the bottom 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal <br />of lintel cavity. (lateral) loads should be checked for the combined loading with the <br />1. 1/32 inch diameter wire stirrups are welded to the bottom following equation: <br />steel for mechanical anchorage. Applied vertical load +Applied horizontal load i 1.0 <br />Safe vertical load Safe horizontal load <br />SAFE LOAD TABLE NOTES <br />1. All values based on minimum 4 Inch nominal bearing. <br />Exception: Safe loads for unfilled lintels must be reduced <br />by 20 % if bearing length is less than 6-1/2 inches. <br />2. N.R = Not Rated. <br />3. Safe loads are superimposed allowable load. <br />4. Safe loads based on Grade 40 or Grade 60 field rebar. <br />5. Additional lateral load capacity can be obtained by the <br />designer by providing additional reinforced masonry above <br />the precast lintel. See Reinforced CMU on Page 4. <br />6. One 01 rebar may be substituted for two 5 rebars in 8" lintels only. <br />1. The designer may evalute concentrated loads from the safe load tables <br />by calculating the maximum resisting moment and shear at d-away <br />from the face of support. <br />SAFE LATERAL LOADS FOR <br />8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />4WP-4m r <br />SAFE LOAD <br />PLF <br />LENGTH TYPE <br />8RU6 <br />8RF6 <br />CMU* <br />4'-4" (52") PRECAST <br />758 <br />757 <br />1365 <br />4'-6" (54") PRECAST <br />694 <br />693 <br />1249 <br />5'-8" (68") PRECAST <br />408 <br />407 <br />734 <br />5'-10" (70") PRECAST <br />382 <br />381 <br />687 <br />6'-8" (80") PRECAST <br />595 <br />788 <br />510 <br />7'-6" (90") PRECAST <br />509 <br />674 <br />393 <br />9'-8" (116") PRECAST <br />370 <br />490 <br />227 <br />* SEE NOTE 18 <br />8. For composite lintel heights not shown, use safe load from <br />next lower height. <br />9. For lintel lengths not shown, use safe load from <br />next longest length <br />10. All safe loads in units of pounds per linear foot. <br />11. All safe loads based on simply supported span. <br />12. The number in the parenthesis indicates the percent reduction <br />for grade 40 field added rebar. <br />Example: T-b" lintel Type BF32-15 safe gravity load = 6412 (15) <br />w/ 15% reduction =1E 6412 (B5) = 5501 plf <br />SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />4^=64~11111111111 <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RF6-1T <br />8RF10-1T <br />8RF14-1T <br />8RF18-lT <br />8RF22-IT <br />BRF26-1T <br />8RF30-1T <br />8RF6-2T <br />8RF10-2T <br />8RF14-2T <br />BRF18-2T <br />8RF22-2T <br />8RF26-2T <br />8RF30-2T <br />4'-4" (52") PRECAST <br />905 <br />1748 <br />2635 <br />3522 <br />4409 <br />5296 <br />6183 <br />905 <br />1748 <br />2635 <br />3522 <br />4409 <br />5296 <br />6183 <br />4'-6" (54") PRECAST <br />867 <br />1675 <br />2525 <br />3374 <br />4224 <br />5074 <br />5924 <br />867 <br />1675 <br />1 2525 <br />3374 <br />1 4224 <br />5074 <br />5924 <br />5'-8" (68") PRECAST <br />675 <br />1301 <br />1960 <br />2618 <br />3277 <br />3935 <br />4594 <br />675 <br />1301 <br />1960 <br />2618 <br />3277 <br />3935 <br />4594 <br />5-10"(70") PRECAST <br />655 <br />1262 <br />1900 <br />2538 <br />3176 <br />3815 <br />4453 <br />655 <br />1262 <br />1900 <br />2538 <br />3176 <br />3815 <br />4453 <br />6'-8" (80") PRECAST <br />570 <br />1012 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 <br />570 <br />1097 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 <br />7'-6" (90") PRECAST <br />506 <br />797 <br />1462 (e) <br />1952 M <br />2442 (e) <br />2931 e <br />3257 <br />506 <br />967 <br />1462 <br />1952 <br />2442 <br />2931 <br />3421 <br />9'-8" (116") PRECAST <br />395 <br />491 <br />931 (1s) <br />1301(15) <br />1640(15) <br />1980 1s <br />2322 (u <br />395 <br />1 589 <br />1135 <br />1514 <br />1 1893 <br />2272 <br />2652 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. <br />0 <br />C <br />a <br />O <br />i <br />CD <br />C <br />a1 <br />co <br />O <br />O <br />C <br />0 <br />U) <br />L <br />C <br />L <br />0 <br />U <br />N <br />0 <br />N <br />0 <br />lZ <br />0 <br />U <br />PROJECT NO. <br />2021-32 <br />Thomas L Digitally signed by Signed and sealed byl'.L. t(ansun Pl: \ 4 <br />Thomas L using a Digital Signature and date. fir, 1­ - G1.i' <br />Hanson:A01410 Pnntcdcopieso(thlsdocun,enl o, <br />Hanson:AO1410D00000 <br />are not considered signed and _ <br />D00000177EF31 177EF31 B4E000015ADA scaled and the signature must be Uj <br />Vel'die/l on ally cicoront, co <br />Date:2021.12.15 o� F4ua�•""a� <br />B4E000015ADA 08:51:44-05'00' <br />DWG N0. <br />s �a <br />