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MIME <br />in, <br />own 0 ME 0 NINE <br />111�01 MMIN <br />BRUro SRF&-0B/1T S1WF6-0B/2T 6W&-I5/1T 5W&-15/2T <br />i // // i i // // i i /r <br />L own 0 <br />Noonan Noonan <br />NFA <br />OWN <br />MEso <br />ME00 <br />MIME <br />M�M <br />0 IN <br />0 <br />'ME' <br />00 01MaM <br />on E§001111 <br />ME <br />MMON <br />Elmilill <br />lilliffilmn <br />MIME <br />MIME <br />amm <br />AM- <br />o- <br />0 INN <br />NINE <br />own <br />0 <br />SMEM <br />MOMEN <br />NONE <br />OWN <br />IN <br />on on <br />UW <br />0 <br />8" LINTEL SECTIONS <br />MON <br />00 <br />015EENIN <br />MEMEN <br />Noonan <br />i i <br />io <br />iffil <br />SRF18-05/1T 5RFI6-05/2T <br />MINE NINE OWN <br />0 0 In 0 <br />MEMO MIME <br />a 0 <br />MINE <br />IN IN <br />M MM <br />IN <br />:: <br />U <br />811 IRECE55ED LINTEL SECTIONS <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8U8 <br />8F8-OB <br />BF12-OB <br />8F16-08 <br />81720-0B <br />BF24-OB <br />8F28-013 <br />802-08 <br />8F8-1B <br />8F12-1B <br />8F16-113 <br />8F20-1B <br />8F24-18 <br />8F28-113 <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 />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" (540) 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 <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 <br />7342 i <br />8733 ,0 <br />1012710 <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 <br />6036 io <br />7181 ,0 <br />8328 <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 />8825(,4 <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 <br />6472(1 <br />9'-4" (112") PRECAST <br />554 <br />699 <br />1160 <br />1625 <br />2%4 <br />3486 <br />2818 <br />3302 <br />752 <br />1245 <br />1843 <br />2564 <br />3486 <br />4705 <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 />1 3643sy <br />4754 4 <br />1 V-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 />5Q <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 />1 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. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />412 <br />710 <br />1 1250 <br />1733 <br />2058 <br />2320 <br />2513 <br />1 T-4" (208") PRESTRESSED <br />N.R, <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />300 <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 />1 1515 <br />1716 <br />2V-4" (256") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />180 <br />340 <br />598 <br />845 <br />1114 <br />1359 <br />140 <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 />NR <br />129 <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 />i i <br />i i <br />i i <br />i i <br />■ ■ <br />■ ■ <br />■ ■ <br />■ ■ <br />_.M- <br />-....-■ <br />-_-M- <br />._wW- <br />- <br />- <br />UW <br />SF28-05/iT 8F28-05/2T SF2&-I5/IT 8F28-i5/2T <br />17.�1=1 07-177a 'la Q-717M <br />MEN MEM Mile M <br />im U11 low" UW I <br />i <br />SF32-05/iT SF32-05/2T SF32-15/IT SF32-I15/2T <br />i i <br />i i <br />i i <br />i i <br />i i <br />i i <br />i i <br />i i <br />i i <br />i i <br />i i <br />i i <br />iA, <br />- oc <br />-. /ic <br />- <br />- - <br />-F. <br />:- <br />05 RE 5AR AS <br />RE QU I RE D <br />SO' 5T.4NC)ARD <br />(2 MINIMUM) <br />HOOK 10" MINIMUM <br />(TYPICAL) <br />W ZLLI <br />.(� V <br />•�'� <br />: <br />:..• <br />�1 <br />MSS • <br />.I•. 1. ,� <br />L• <br />•:t1 �.: •�••� <br />• <br />W <br />CAST-CRETE <br />: <br />.: : • <br />.:� <br />-•• <br />NiGnI-I STRENGTH <br />811 <br />PRECAST <br />BEARING <br />= ; <br />LINTEL FILLED <br />�'• ~ <br />.. <br />WITH GROUT <br />4 <br />#5 REBAR iN <br />7.'`• <br />° ''` <br />VERTICAL <br />GROUT FILLED <br />CELL <br />'; :.' <br />; <br />SAFE LATERAL LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD <br />PLF <br />LENGTH TYPE <br />8U8 <br />8F8 <br />CMU* <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 />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8F8-1T <br />OF12-IT <br />8F16-1T <br />8F20-IT <br />BF24-IT <br />8F28-IT <br />81732-1T <br />8F8-2T <br />8F12-2T <br />8F16-2T <br />8F20-2T <br />8F24-2T <br />8F28-2T <br />8F32-2T <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 1 <br />2524 <br />3547 1 <br />4569 <br />5591 <br />6613 1 <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 />2949 <br />3607 <br />4265 <br />4924 <br />1016 <br />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 />i340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />835 <br />1340 <br />1880 <br />1 2419 <br />2959 <br />3498 <br />4038 <br />7'-6" (90') PRECAST <br />727 <br />1021 <br />1634 <br />2102 ii <br />2571 <br />3039 1 <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 />1133 m <br />1471 1s <br />1811 1s <br />2152 <br />2494 1y <br />591 <br />851 <br />1326 <br />1705 <br />2034 <br />2463 <br />2842 <br />10'-6" (126") PRECAST <br />530 <br />552 <br />914 1s <br />1185ps <br />1458(1 <br />1732 1 <br />2007(1 <br />530 <br />686 <br />1183 <br />1526 <br />1865 <br />2204 <br />25" <br />11'-4" (136' PRECAST <br />474 <br />485 <br />798 (m) <br />1034(1y) <br />1272(1s) <br />1510p <br />1749(15) <br />494 <br />599 <br />1028 <br />1422 <br />1738 <br />2053 <br />2369 <br />12'-0" (144") PRECAST <br />470 ( <br />"1 <br />723 14 <br />936 (14M <br />1951(1y) <br />1366(15), <br />1582(15 <br />470 <br />1 543 <br />928 <br />1349 <br />1649 <br />1948 <br />1 2247 <br />13'-4- (160-) PRECAST <br />418 1 <br />373 <br />606 jw <br />783 14 <br />962 >~ <br />1141 u <br />1321 1 <br />428 <br />1 455 <br />770 <br />1145 <br />1444 <br />1718 <br />1993 <br />14'-0' (168' PRECAST <br />384 1 <br />346 <br />559 <br />723 14 <br />887 14 <br />1052 14 <br />1218 14 <br />410 <br />420 <br />709 <br />1050 <br />1434 <br />16940 <br />1954 <br />14'-8" (176') PRESTRESSED <br />239 <br />323 <br />519 , <br />671 is <br />823 (is <br />976 14 <br />1129(141 <br />246 <br />390 <br />655 <br />968 <br />1324 <br />1625(11 <br />1874(,q <br />15'-4" (184") PRESTRESSED <br />224 <br />302 <br />485 , <br />626 (1 <br />767 , <br />909 1 <br />1052 1 <br />230 <br />364 <br />609 <br />897 <br />1224 <br />1562 1 <br />1801 1 <br />17'-4' (208') PRESTRESSED <br />187 <br />255 <br />404 <br />520i <br />637 <br />754 <br />872 1 <br />192 <br />303 <br />500 <br />732 <br />993 0 <br />1268 14 <br />1470 1 <br />19'-4' (232') PRESTRESSED <br />162 <br />222 <br />347 (1,) <br />446 (it) <br />546 <br />646 <br />746 (1 <br />166 <br />1 <br />7 <br />(256") PRESTRESSED <br />142 <br />98 <br />306 p, <br />393 (in <br />480 (it <br />6(ii <br />654 (it) <br />142 <br />142 <br />230 <br />369 <br />531 <br />713 p <br />903(131 <br />1046 (isI <br />22'-0" (264' PRESTRESSED <br />137 <br />92 <br />295 1 <br />378(it <br />461 ( <br />545 11 <br />629(iqi <br />137 <br />221 <br />354 <br />508 <br />681 <br />861 + <br />997 (18 <br />24 -0 (288'� PRESTRESSED <br />124 <br />175 <br />2671 <br />341 10 <br />4161 <br />491 1 <br />5661 <br />124 <br />200 <br />316 <br />450 <br />600 <br />756 ( <br />875 (18 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS <br />FOR GR40 FIELD ADDED REBAR, <br />CANTILEVEIRED LINTEL DETAIL <br />MASONRY TIES <br />AS SPECIFIED <br />CONCRETE FASTENERS <br />SPLIT FACE <br />WITH MINIMUM 4" <br />MASONRY VENEER- <br />" <br />SPACED AS <br />EMBEDMENT. <br />{;;;x;• <br />CONCRETE FASTENERS <br />REQUIRED <br />K::,,;;. <br />A5 REQUIRED <br />•• <br />CAST-CRETE U-LINTEL <br />_ <br />4" <br />w..; <br />FILLED w/ GROUT <br />.:a•: r. <br />` <br />4rr <br />CAST-CRETE LINTEL <br />• • <br />FILLED WITH GROUT <br />CONTINUOUS <br />SHELF ANGLE <br />CONTINUOUS SHELF ANGLE <br />SIZED AS REQUIRED <br />SIZED AS REQUIRED <br />I14450NR"'� <br />VENEER <br />5FL I T <br />FACE <br />VENEER <br />SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />CA��Altr <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RU 6 <br />8RF6-08 <br />8RF10-06 <br />8RF14-OB <br />8RF18-OB <br />8RF22-0B <br />8RF26-OB <br />BRF30-OB <br />8RF6-18 <br />8RF10-1B <br />8RF14-1B <br />8RF18-IB <br />8RF22-1B <br />8RF26-1B <br />8RF30-18 <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 />1 3968 <br />4946 <br />5924 <br />6904 <br />1756 <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 />8060s4 <br />7917i6 <br />9311 <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 />4242 <br />6639 (id <br />8060;io <br />7402 10 <br />8706 <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(io)1089 <br />9'-8' (116") PRECAST <br />411 <br />466 <br />999 <br />1568 <br />2253 <br />3129 <br />4091 <br />3146 <br />526 <br />999 <br />1 1568 <br />1 2253 <br />3129 <br />4150 <br />5891(4 <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 />Nigh 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 1lntels : 3500 psi ° Concrete masonry units (CMU) per ASTM 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 Mbar per ASTM A615 Grade 60 <br />Grout per ASTM C416 fig -- 3000 psi w/ maximum Prestressing strand per ASTM A416 Grade 210 low relaxation <br />3/8 inch aggregate and 8 to 11 inch slump. ° 1/32 inch wire per A5TM A510 <br />° Mortar per ASTM 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 comp4 with architectural 9• Safe load ratings based on rational design analysis per ACI 316 and XI1530 <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 ASTM CT6 <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 l0 <br />Safe vertical load We horizontal load <br />SAFE LOAD TABLE NOTES <br />1. All values based on minimum 4 inch nominal bearing. <br />Exception, We 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. gee Reinforced CMU on Page 4. <br />6. One n rebar may be substituted for two S rebars In 6" 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 />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 />6. For composite lintel heights not shown, use safe load from <br />next lower height- <br />1. 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 />ll. 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: 1'4" lintel Type 8F32-I5 safe gravity load _ 6412 (15) <br />w/ 15% reduction :IE 6412 (.85) : 5501 plf <br />SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />4^11"W40111111r <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RF6-1T <br />8RF10-1T <br />8RF14-1 <br />8RF18-1T <br />8RF22-1T <br />8RF26-1T <br />8RF30-1T <br />8RF6-2T <br />8RF10-2T <br />8RF14-2T <br />8RF18-2T <br />BRF22-2T <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 />1 5924 <br />867 <br />1 1675 <br />2525 <br />1 3374 <br />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 />1 797 <br />14621si <br />1952 <br />2442 (6) <br />2931 6 <br />3257 <br />506 <br />1 967 <br />1462 <br />1952 <br />2442 <br />2931 <br />U21 <br />9'-8" (116') PRECAST <br />395 <br />1 491 <br />931 1 <br />1301(1 <br />16401 <br />1980 s <br />2322 ,6 <br />395 <br />1 589 <br />1135 <br />1514 <br />1 1893 <br />1 2272 <br />1 2652 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR, <br />Z V <br />0 <br />a � <br />u N <br />In <br />O C3 <br />A <br />W <br />oe <br />m x <br />W , <br />0 o N <br />cn r, <br />�o <br />Z -. <br />Z U. <br />w v <br />U m <br />w 4 <br />a <br />z <br />0 <br />In K <br />M <br />N <br />N <br />W41- <br />i` <br />CM <br />O.LL <br />N <br />OL <br />� N <br />a` <br />3� <br />V � <br />wW, Y <br />Z „ O } <br />V L <br />r <br />° LO <br />U •� N ❑ <br />W (fl d <br />A � � <br />U Q <br />p W Ld <br />R J Q <br />L U A <br />W <br />z J <br />U 1-- <br />Z <br />w J <br />U <br />U �— <br />w <br />c.i <br />Z <br />W <br />= J <br />01 A <br />r (U <br />Q <br />Q i <br />Z u <br />z (U <br />d 3 <br />� a cu <br />° <br />0 Ll <br />w <br />L9 o <br />Z <br />w <br />� J <br />Of <br />A W <br />W <br />❑ (lJ <br />Z <br />`I <br />3 n ❑ o CD <br />0 <br />A CU <br />0 w <br />ZZz <br />3 <br />z <br />W W J to �_ Li a <br />Li <br />z = u <br />w Vi N <br />- <br />V <br />d <br />w° <br />W <br />Lw <br />w <br />�QMN <br />_l <br />4< <br />0m <br />�WN <br />W <br />W <br />Z d <br />JW <br />�zviwr <br />Z <br />0 <br />T <br />ChidQV) <br />Z <br />Zm <br />z <br />OZ <br />O <br />�z <br />A <br />(/, <br />Z <br />OM <br />In u� r� ro <br />Z 0, O <br />Z <br />Ww <br />=M��� <br />JOX�N <br />OZ <br />0 <br />m U <br />TLL <br />Q W <br />:2 d W N <br />0 <br />i <br />Q <br />_j <br />t-�d0 <br />