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SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRE55ED U-LINTELS <br />C A4" <br />GRAVITT' <br />TYPESU8 <br />LENGTH <br />8F8-0B <br />8F12-mB <br />16-0 <br />20- <br />24- <br />2e-0 <br />eFe-ie <br />eru-te <br />8F16-I5 <br />OF20-12 <br />eF24-le <br />8F28-1e <br />8F32-15 <br />2'-10'l34') PRECAST <br />23ro2 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />IIS36 <br />3166 <br />4413 <br />6m39 <br />1526 <br />W04 <br />10412 <br />11936 <br />3'-6' l42') PRECAST <br />23(D2 <br />N38 <br />3317 <br />4689 <br />6001 <br />1315 <br />0630 <br />SS41 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-0' (48') PRECAST <br />2�29 <br />2325 <br />2456 <br />3461 <br />4438 <br />5410 <br />6364 <br />1358 <br />2646 <br />4413 <br />6039 <br />1526 <br />90e4 <br />10412 <br />11936 <br />4'-6' (54') PRECAST <br />I651 <br />I181 <br />IS13 <br />2651 <br />3403 <br />4149 <br />4896 <br />5644 <br />2110 <br />4021 <br />603E <br />1526 <br />W04 <br />10412 <br />9668 <br />5'-4' C64') PRECAST <br />1184 <br />1223 <br />1301 <br />IBM <br />2317 <br />2826 <br />3336 <br />3846 <br />16 ,5 <br />2889 <br />5051 <br />60% <br />5400 <br />6424 <br />1450 <br />5'-Ifd'(10') PRECAST <br />912 <br />1000 <br />1059 <br />1414 <br />1889 <br />2304 <br />2121 <br />3131 <br />1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />52W <br />6122 <br />PRECAST <br />931 <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3911 <br />4585 <br />1255 <br />2101 <br />33% <br />5260 <br />1134 <br />65W <br />6890 <br />C90')PREGAST <br />f61 <br />1029 <br />1615 <br />2385 <br />1994 <br />2439 <br />2986 <br />3333 <br />1029 <br />1615 <br />2610 <br />3839 <br />5596 <br />66D <br />5041 <br />9'-4' (112') PRECAST <br />513 <br />632 <br />104E <br />1469 <br />1210 <br />1482 <br />1154 <br />2021 <br />166 <br />1212 <br />1815 <br />2544 <br />3469 <br />4030 <br />1 3121 <br />i0'-6'(126') PRECAST <br />456 <br />482 <br />802 <br />1125 <br />915 <br />1122 <br />1328 <br />1535 <br />656 <br />1025 <br />1514 <br />2081 <br />2114 <br />3130 <br />2404 <br />II'-4' C136') PRECAST <br />445 <br />598 <br />935 <br />1365 <br />1854 <br />2355 <br />1193 <br />2015 <br />598 <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-fd'C144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />1689 <br />2014 <br />1570 <br />late <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3590 <br />13'-4° C160') PRECAST <br />362 <br />421 <br />126 <br />1028 <br />1331 <br />1635 <br />1224 <br />1418 <br />485 <br />146 <br />1016 <br />1438 <br />1855 <br />2343 <br />2920 <br />14'-(d'(168') PRECAST <br />338 <br />381 <br />648 <br />9I9 <br />II90 <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />14'-8' C116') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />465 <br />165 <br />1310 <br />2045 <br />2610 <br />3165 <br />3165 <br />15'-4'(184') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />420 <br />695 <br />1250 <br />1855 <br />2310 <br />289v <br />3410 <br />11'-4'(206')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />310 <br />530 <br />S50 <br />1400 <br />1800 <br />2200 <br />2600 <br />19'-4'(232') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />240 <br />400 <br />1 15e <br />1090 <br />1400 <br />1120 <br />2030 <br />21'-4' (256°)PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />153 <br />330 <br />610 <br />540 <br />1340 <br />1180 <br />2110 <br />22'-O'(264')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />16e <br />300 <br />510 <br />810 <br />1250 <br />I66e <br />1910 <br />24'-0C288') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />I3e <br />240 <br />410 <br />120 <br />1030 <br />1350 <br />trots <br />MATERIALS <br />I. f'c precast lintels = 3500 psi. <br />2. f'c prestressed lintels - 6000 psi. <br />3. f'c grout - 3000 psi w/ maximum 3/8' aggregate. <br />4. Concrete ma6onry units (CIMiLI) per ASTM C90 w/ <br />minimum net area compressive strength - 1900 psi. <br />5. Rebar provided in precast lintel per ASTM 4615 GR60. <br />Field rebar per ASTM A615 GR40 or GR60. <br />6. Prestressing strand per ASTM A416 grade <br />210 low relaxation. <br />1. 1/32 wire per ASTM A510. <br />8. Mortar per ASTM C210 type M or S. <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />4111114M <br />UFL FT <br />LATERAL <br />TYPE8-1 <br />LENGTH <br />12-IT <br />16-IT <br />20-IT <br />24-1 <br />28-IT <br />8F32-IT <br />8U8 <br />8F8 <br />8-2 <br />12-2T <br />16-2 <br />0-2 <br />4-2 <br />28-2 <br />8F32-2T <br />2'-Ifd'(34') PRECAST <br />2121 <br />2818 <br />4I01 <br />5332 <br />tall <br />9055 <br />2e2i <br />2021 <br />2121 <br />2184 <br />3981 <br />5190 <br />163m <br />8851 <br />(42') PRECAST <br />2165 <br />228'3260 <br />4231 <br />R412 <br />6204 <br />11923'-6' <br />1257 <br />2165 <br />2215 <br />3165 <br />4125 <br />60611251 <br />4'-0'(48') PRECAST <br />1818 <br />1989 <br />2832 <br />36W <br />5381 <br />6245 <br />938 <br />938 <br />1976 <br />1925 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-&' (54') PRECAST <br />1660 <br />1162 <br />2501 <br />3251 <br />4010 <br />4761 <br />5525 <br />127 <br />121 <br />1660 <br />1105 <br />2435 <br />3111 <br />3S13 <br />4658 <br />54e6 <br />5'-4' (64') PRECAST <br />1393• <br />1484 <br />2110 <br />2141 <br />3315 <br />4010 <br />4648 <br />505 <br />505 <br />1393 <br />1437 <br />2050 <br />2670 <br />3293 <br />3920 <br />4549 <br />5'-Ia'C1�'J PRECAST <br />12121 <br />1357 <br />i930 <br />2505 <br />3004 <br />3665 <br />4241 <br />416 <br />418 <br />1272 <br />1315 <br />1875 <br />2441 <br />3010 <br />3583 <br />4151 <br />PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />1141 <br />1162 <br />1684 <br />2192 <br />2703 <br />3216 <br />3732 <br />1'-W (130')PRECAST <br />�'9 <br />912 <br />415 <br />914 <br />2354 <br />2191 <br />324e <br />591 <br />651 <br />990 <br />1029 <br />1466 <br />1901 <br />2351 <br />2191 <br />3245 <br />9'-4' (112') PRECAST <br />801• <br />612 <br />98e <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />630 <br />801 <br />755 <br />1152 <br />1550 <br />1910 <br />2271 <br />2634 <br />10'-6'C126'J PRECAST <br />116' <br />498 <br />193 <br />1027 <br />1261 <br />1496 <br />1731 <br />396 <br />493 <br />1Ir <br />611 <br />103% <br />1305 <br />Ili[ <br />2034 <br />2358 <br />i1'-4' (136') PRECAST <br />6661 <br />439 <br />696 <br />e9e <br />1104 <br />130E <br />1515 <br />363 <br />556 <br />666 <br />535 <br />905 <br />1295 <br />1595 <br />I896 <br />2198 <br />12'-O'C144') PRECAST <br />607- <br />400 <br />631 <br />air.1001 <br />II86 <br />1372 <br />340 <br />494 <br />631 <br />486 <br />818 <br />1201 <br />1514 <br />1199 <br />2eB6 <br />13'-4' (16(D') PRECAST <br />5O0• <br />340 <br />532 <br />686 <br />841 <br />991 <br />1153 <br />3(D2 <br />398 <br />573 <br />409 <br />662 <br />1004 <br />1361 <br />1637 <br />1657 <br />PRECAST <br />458• <br />316 <br />493 <br />635 <br />178 <br />922 <br />1065 <br />286 <br />360 <br />548 <br />376 <br />629 <br />922 <br />1254 <br />1567 <br />1816 <br />14'-8' 117(.9 PRESTRESSED <br />243 <br />295 <br />459 <br />59I <br />724 <br />857V'774 <br />357 <br />243 <br />352 <br />562 <br />052 <br />1156 <br />1491N.R. <br />15'-4' (184') PRESTRESSED <br />228 <br />279 <br />430 <br />553 <br />611 <br />WI <br />N.R. <br />327 <br />226 <br />325 <br />542 <br />751 <br />1072 <br />1381 <br />(208')PRESTRESSED <br />189 <br />236 <br />361 <br />464 <br />-7 <br />61e17'-4' <br />N.R <br />255 <br />158 <br />276 <br />445 <br />649 <br />574 <br />1121 <br />IV-4' (2329 PRESTRESSED <br />165 <br />207 <br />313 <br />401 <br />49e <br />576 <br />667 <br />N.R. <br />2�4 <br />165 <br />239 <br />383 <br />550 <br />736 <br />S40 <br />IIr <br />21'-4' (256')PRESTRE55ED <br />145 <br />196 <br />278 <br />35e, <br />433 <br />512 <br />59e <br />N.R. <br />Ill <br />142 <br />212 <br />336 <br />477 <br />635 <br />8e1 <br />gg3 <br />22'-e'(264')PRESTRESSED <br />140 <br />I8o <br />260 <br />343 <br />418 <br />493 <br />565 <br />N.R. <br />trot <br />137 <br />205 <br />r 322 <br />r 457 <br />601 <br />771 <br />947 <br />24'-eY288')PRESTRESSED <br />127 <br />165 <br />244 <br />312 <br />380 <br />447 <br />515 <br />N•R. <br />135 <br />124 <br />196 <br />290 <br />408 <br />538 <br />68v <br />633 <br />GENERAL NOTES <br />-REDUCE VALUE 9Y 25% FOR GRADE 40 FIELD RE15AR <br />8' PRECAST LU/ 2' RECESS DOOR U-LINTELS <br />mn-40"N <br />GRAVITY <br />TYPE <br />LENGTH <br />-'�-� <br />6IF14- <br />19- <br />8RF22- <br />6- <br />81F30-mB <br />81F6-B <br />8RFI0-IB <br />81F14-I0 <br />SWIB-15 <br />8FF22-6 <br />B1FY6-D <br />BIF30-IB <br />4'-4' (52') PRECAST <br />1489 <br />1591 <br />1021 <br />3053 <br />3412 <br />2982 <br />4982 <br />3954 <br />6412 <br />4929 <br />1941 <br />5904 <br />%416 <br />68W <br />[Vale <br />4'-6' (54') PRECAST <br />1351 <br />1449 <br />2182 <br />2114 <br />3600 <br />4481 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />10818 <br />5'-8' (68')PRECA5T <br />832 <br />1602 <br />1550 <br />205a <br />2566 <br />3015 <br />3585 <br />196 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5e14 <br />6839 <br />PRECAST <br />135 <br />119 <br />1103 <br />1500 <br />2051 <br />144E <br />3511 <br />1924 <br />6412 <br />2400 <br />6516 <br />2616 <br />5450 <br />3352 <br />6411 <br />(60')PRECAST <br />e22 <br />90l <br />1611 <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />9v1 <br />1611 <br />2933 <br />4100 <br />6130 <br />8111 <br />6101 <br />1'-6' (9fD'J PRECAST <br />161 <br />1311 <br />2252 <br />1958 <br />2451 <br />2944 <br />343e <br />665 <br />l64 <br />1311 <br />2329 <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-8' (il6') PRECAST <br />311 <br />420 <br />S34 <br />1253 <br />1011 <br />1342 <br />1614 <br />1886 <br />535 <br />928 <br />1491 <br />1 2119 <br />1 2618 <br />3595 <br />2815 <br />8' PRECAST UY 2' RECESS DOOR U-LINTELS <br />yen <br />UF'L IFT <br />ATERA <br />TYPE <br />LEN�3TI-i <br />SR% -IT <br />6R°10-IT <br />81F14-IT <br />8R"18-IT <br />8RF22-IT <br />81F26-IT <br />NW30-1 <br />-2T <br />a.104T <br />8RFI4-2T <br />81FI8-2T <br />81F22-2T <br />al'&26-2 <br />30-2 <br />8� <br />4'-4" (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4961 <br />5825 <br />932 <br />S32 <br />1244 <br />1519 <br />2335 <br />3110 <br />4008 <br />4850 <br />5696 <br />4'-6' (54') PRECAST <br />IM2 <br />1501 <br />2311 <br />3121 <br />3931 <br />4156 <br />5511 <br />853 <br />1192 <br />1455 <br />2240 <br />3036 <br />3831 <br />4643 <br />5453 <br />053 <br />5'-8' (68')PRECA5T <br />924• <br />1172 <br />1195 <br />2423 <br />3055 <br />3689 <br />4325 <br />501 <br />924 <br />1132 <br />1141 <br />2351 <br />2918 <br />3603 <br />4230 <br />Sol <br />5'-IrD' 110') PRECAST <br />896• <br />1139 <br />1142 <br />2352 <br />2%5 <br />3551 <br />41W <br />469 <br />896 <br />Im99 <br />16W <br />2288 <br />28SI <br />3491 <br />4006 <br />469 <br />ro'-8' (50')PRECAST <br />118 <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />630 <br />live <br />11e <br />956 <br />1468 <br />1981 <br />25M <br />3035 <br />3563 <br />1'-&' (9(d')PRECAST <br />688 <br />691 <br />325 <br />ISIe <br />2280 <br />2153 <br />3221 <br />110 <br />S41 <br />688 <br />849 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />(l16') PRECAST <br />533• <br />433 <br />808 <br />1123 <br />1413 <br />1104 <br />1995 <br />614 <br />533 <br />521 <br />1 1009 <br />1 1369 <br />1 1128 <br />1 2088 <br />1 245e <br />5I6 <br />TYFE DESIGNATION <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />-05 REBAR AT TOP <br />MIN. (I) REQ'D <br />1-1/2' CLEAR <br />F . FILLED WITH GROUT / U - UNFILLEDLU <br />QUANTITY OF 5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />8F1ro a 18/1T <br />• <br />NOMINAL WIDTH L QUANTITY OF 5 <br />NOMINAL WEIGHT-]REBAR AT TOP <br />SAFE LOAD TABLE NOTES <br />I. Provide full mortar head and bed Joints. <br />2. Shore Filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. Lintels are manufactured with 5-1/2' long notches at the aids to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4' and <br />longer with a nominal height of 6' meet or exceed L/180. <br />rc. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />1. 1/32' diameter wire stirrups are welded to the bottom etas[ for mechanical anchorage. <br />8. Gast -in -place concrete may be provided in composite Iintel in lieu of concrete masonry units. <br />9. Safe load ratings based on rational design analysle per ACI 318 and ACI 5,30 <br />Q <br />Z <br />a~ <br />4 = <br />i4 <br />m <br />Z <br />1-5 <br />8' NOM <br />/8'ACTUAL - BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />INAL WIDTH (VARIES) <br />d' C.M.U. <br />GROUT <br />'S REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />I. All values based on minimum 4' bearing. Exception: Safe loads For unfilled <br />lintels must be reduced by 20 o if bearing length is less than 6-1/2'. <br />Safe loads for all recessed lintels based on 8' nominal bearing. <br />2. N.R. • Not Rated, <br />3. Safe loads are total superimposed allowable load on the section specified. <br />4. Safe loads based on grade 40 or grade 60 field rebar. <br />5. Additional lateral load capaclty can be obtained by the designer by providing <br />addlonal reinforced masonry above the precast ]intel. <br />6. One r rebar may be substituted for two'5 rebars In 6' lintels only. <br />1. The designer may evaluate concentrated loads from the safe load tables by <br />calculating the maximum resisting moment and shear at d-away From the face of support. <br />8. For composite lintel heights not shown, use safe load from next lower height. <br />g, All safe loads In units of pounds per linear foot. <br />A R C H I T E C T! <br />Design <br />GrouO, . <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesign9foup.com <br />AA 8: 0003325 <br />w <br />Z <br />w <br />0 <br />a <br />h <br />q <br />F <br />A <br />0. <br />v <br />U <br />00 <br />■uplay. Se LOT: <br />SILVERADO <br />LOT 24 <br />BLK 6 <br />PROJMT# <br />04128.000-02461 <br />MODffiL: <br />4EHB <br />"2605-HAYDEN" <br />GAPAOR 8MEM: <br />RIGHT <br />PAGM: <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />ARCFYTECT: <br />STATE OF FLOFM <br />DAT& 11/09/17 <br />IDCALM: 1/4"=1'-0" <br />ax�T <br />1 B.1 <br />