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SAFE LOAD T,45LE5 <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />GRAVITY <br />TYPESub <br />LENGTH <br />8F8-05 <br />8F12-mB <br />16-0 <br />20-0 <br />24- <br />28-0 <br />32-0 <br />8F8-IB <br />OFl2-I15 <br />8FI6-I15 <br />8F20-I0, <br />OF24-IB <br />8F28-I15 <br />8F32-15 <br />2'-10'(34') PRECAST <br />2302 <br />316re <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />3166 <br />4413 <br />6m39 <br />1526 <br />SOOT <br />10412 <br />II936 <br />3'-6' (42') PRECAST <br />2302 <br />3138 <br />3311 <br />4689 <br />6001 <br />1315 <br />0630 <br />SS41 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />II936 <br />4'-0' l48') PRECAST <br />20201 <br />2325 <br />2496 <br />3461 <br />4438 <br />5410 <br />6384 <br />1358 <br />2646 <br />4413 <br />6039 <br />1 1526 <br />W04 <br />10412 <br />11936 <br />4'-6' (54') PRECAST <br />1651 <br />Mal <br />lS13 <br />2651 <br />3403 <br />414E <br />40S6 <br />5644 <br />2110 <br />4021 <br />6039 <br />1526 <br />9004 <br />10412 <br />9668 <br />5'-4' (64') PRECAST <br />1154 <br />1223 <br />1301 <br />1809 <br />2311 <br />2826 <br />3336 <br />3846 <br />1665 <br />2889 <br />5051 <br />6096 <br />5400 <br />6424 <br />1450 <br />5'-10'C1O') PRECAST <br />9l2 <br />1000 <br />105E <br />1414 <br />1889 <br />2304 <br />2121 <br />3131 <br />145E <br />2464 <br />4144 <br />545E <br />4431 <br />52W <br />6122 <br />PRECAST <br />931 <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3ST <br />4585 <br />1255 <br />2101 <br />3396 <br />5260 <br />1134 <br />8995 <br />6890 <br />T-6' (90')PRECA5T <br />16_1 <br />1029 <br />1615 <br />2385 <br />1994 <br />2439 <br />2886 <br />3333 <br />1028 <br />1615 <br />2610 <br />3839 <br />5596 <br />6613 <br />5041 <br />9'-4' (112') PRECAST <br />r�13 <br />632 <br />1049 <br />1469 <br />1210 <br />1482 <br />1154 <br />2021 <br />168 <br />1212 <br />1815 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-roY126') PRECAST <br />456 <br />482 <br />Sm2 <br />1125 <br />SS <br />1122 <br />1320 <br />1535 <br />658 <br />1025 <br />1514 <br />2081 <br />2114 <br />5130 <br />2404 <br />II'-4' C136'J PRECAST <br />445 <br />598 <br />935 <br />1365 <br />1854 <br />2355 <br />1153 <br />2015 <br />599 <br />S35 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-O'(144') PRECAST <br />q14 <br />545 <br />864 <br />1254 <br />1689 <br />2014 <br />1510 <br />818 <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3590 <br />13'-4' (160') PRECAST <br />362 <br />421 <br />126 <br />1028 <br />b31 <br />1635 <br />1224 <br />1418 <br />486 <br />148 <br />1016 <br />1436 <br />1855 <br />2343 <br />2320 <br />14'-0°CI68'J PRECAST <br />338 <br />381 <br />648 <br />Vs <br />1150 <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />14'-8'(1167 PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />4h5 <br />165 <br />1310 <br />2045 <br />2610 <br />3185 <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 />28W <br />3410 <br />11'-4' (2O8')PRE9TRESSED <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 />IWO <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 />150 <br />Im9O <br />1400 <br />1120 <br />2030 <br />2l'-4' (256') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />163 <br />330 <br />610 <br />940 <br />1340 <br />1180 <br />2110 <br />22'-0'(264')PRE5TRE5SED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />INR <br />6m <br />300 <br />51m <br />810 <br />1250 <br />1660 <br />1910 <br />24'-0Y288') PRESTRESSED <br />N R <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />130 <br />240 <br />410 <br />120 <br />1 1030 <br />1 1350 <br />1 1610 <br />MATERIALS <br />1. F'c precast lintels = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. F'c grout = 3000 psi w/ maximum 3/6' aggregate. <br />4. Concrete masonry units (CMU) per ASTM CSO w/ <br />minimum net area compressive strength = 1500 psi. <br />5. Rebar provided In precast Ilntel per ASTM A615 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 />e, Mortar per ASTM C210 type M or 9. <br />S' PRECAST 4 PRESTRESSED U-LINTELS <br />CA <br />UFL <br />IFT <br />LATERAL <br />TYPE8-1 <br />LENGTH <br />12-IT <br />16-IT <br />20-I <br />24-IT <br />28-IT <br />8F32-IT <br />8U8 <br />8F8 <br />8-2 <br />12-2T <br />16-2T <br />20-2 <br />24-2 <br />28-2 <br />SF32-2T <br />2'-10'C34') PRECAST <br />2121 <br />2818 <br />4101 <br />5332 <br />6569 <br />1811 <br />9055 <br />2m21 <br />2021 <br />2121 <br />2184 <br />3981 <br />5190 <br />6401 <br />1630 <br />8851 <br />3'-6' (42') PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />5219 <br />6204 <br />1i92 <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />5091 <br />6061 <br />1036 <br />4'-O' (48') PRECAST <br />ISlB <br />1989 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />,538 <br />We <br />1818 <br />1525 <br />2150 <br />3583 <br />4422 <br />15264 <br />6110 <br />4'-6' (54') PRECAST <br />1660 <br />1162 <br />2501 <br />3251 <br />4010 <br />4161 <br />5525 <br />12� <br />12'1 <br />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4656 <br />54" <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 />1431 <br />2050 <br />2610 <br />3293 <br />3920 <br />454E <br />51-101(101) PRECAST <br />1212• <br />1351 <br />1930 <br />2505 <br />30134 <br />3665 <br />4241 <br />418 <br />418 <br />1212 <br />1315 <br />le15 <br />2441 <br />3010 <br />3583 <br />4151 <br />6'40' (16') PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />101 <br />881 <br />1141 <br />Ile2 <br />1684 <br />2192 <br />2103 <br />3216 <br />3132 <br />1'-6' l90')PRECAST <br />959• <br />912 <br />1415 <br />1914 <br />2354 <br />2191 <br />3240 <br />651 <br />9W <br />102S <br />1466 <br />1901 <br />2351 <br />2191 <br />3245 <br />591 <br />9'-4' (112') PRECAST <br />8o'. <br />612 <br />SW <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />630 <br />WI <br />155 <br />1192 <br />1550 <br />1910 <br />2211 <br />2634 <br />10'-ro'(121o') PRECAST <br />116• <br />458 <br />193 <br />1021 <br />1261 <br />1496 <br />1131 <br />396 <br />493 <br />116 <br />611 <br />1039 <br />1389 <br />1111 <br />2034 <br />2358 <br />II'-4' (136') PRECAST <br />666• <br />439 <br />696 <br />899 <br />1104 <br />1305 <br />1515 <br />363 <br />556 <br />666 <br />535 <br />SOB <br />1285 <br />15S5 <br />1596 <br />21W <br />12'-O'CI44') PRECAST <br />601• <br />400 <br />631 <br />81(c <br />1001 <br />1186 <br />1312 <br />34O <br />494 <br />631 <br />486 <br />SIB <br />1209 <br />1514 <br />I199 <br />2086 <br />13'-4' (160') PRECAST <br />5OO• <br />340 <br />532 <br />686 <br />841 <br />991 <br />1153 <br />302 <br />39$ <br />513 <br />409 <br />682 <br />1004 <br />1361 <br />1631 <br />1891 <br />I4'-O'NOW) PRECAST <br />458• <br />319, <br />493 <br />635 <br />118 <br />922 <br />1065 <br />286 <br />360 <br />548 <br />31S <br />629 <br />922 <br />1254 <br />1561 <br />1816 <br />(116') PRESTRESSED <br />243 <br />295 <br />459 <br />591 <br />'1214'-8' <br />851 <br />990 <br />N.R. <br />351 <br />243 <br />352 <br />582 <br />852 <br />IIr <br />1156 <br />1491 <br />1142 <br />5'-4'l184')PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />611 <br />801 <br />S25 <br />N.R. <br />321 <br />228 <br />329 <br />542 <br />191 <br />1012 <br />1361 <br />1616 <br />IT-4' (208')F RESTRESSED <br />lea <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />188 <br />216 <br />449 <br />649 <br />814 <br />21 <br />389 <br />19'-4' 12327 PRESTRESSED <br />165 <br />201 <br />313 <br />401 <br />450 <br />518 <br />661 <br />N.R.204 <br />165 <br />235 <br />353 <br />550 <br />136 <br />540 <br />1160 <br />21'-4' (2569PRE5TRESSED <br />145 <br />186 <br />218 <br />356 <br />433 <br />512 <br />590 <br />N.R. <br />112 <br />142 <br />212 <br />336 <br />411 <br />635 <br />801 <br />993 <br />22'-0'(264')PRESTRESSED <br />140 <br />180 <br />268 <br />343 <br />416 <br />493 <br />568 <br />N.R. <br />161 <br />131 <br />205 <br />322 <br />451 <br />601 <br />111 <br />941 <br />24'-O'(288') PRESTRESSED <br />121 <br />165 <br />244 <br />312 <br />380 <br />441 <br />515 <br />N.R. <br />135 <br />124 <br />186 <br />290 <br />408 <br />538 <br />680 <br />833 <br />CxENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />8' PRECAST W1 2' RECESS DOOR U-LINTELS <br />TYPE <br />LENGt:-I <br />6-0 <br />BRFim-mB <br />SW14• <br />10- <br />RF 822- <br />6- <br />OW30-mB <br />g{�6-15 <br />BRFIC-0 <br />OW14-15 <br />aRF18-B <br />8ff22-IB <br />81RF26-I13 <br />OW30-I15 <br />4'-4' (52') PRECAST <br />148E <br />15SI <br />1821 <br />3053 <br />3412 <br />2982 <br />4S82 <br />3954 <br />6412 <br />4525 <br />1941 <br />5904 <br />9416 <br />6880 <br />10818 <br />4'-6' (54') PRECAST <br />1351 <br />1449 <br />2162 <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' (roe") PRECAST <br />832 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />l85 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5814 <br />68311 <br />5'-10, (10') PRECAST <br />135 <br />119 <br />1500 <br />1445 <br />1524 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411. <br />(80')PRECA57 <br />g22 <br />901 <br />16ii <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />901 <br />1611 <br />2933 <br />4100 <br />6130 <br />Sill <br />6101 <br />1'-6" (90') PRECAST <br />161 <br />1311 <br />2252 <br />IS55 <br />2451 <br />2944 <br />343E <br />665 <br />164 <br />1311 <br />2329 <br />360b <br />54W <br />6624 <br />5132 <br />9'-8' (Ilb') PRECAST <br />311 <br />420 <br />034 <br />1253 <br />1011 <br />1342 <br />1614 <br />1886 <br />535 <br />1 928 <br />1491 <br />2119 <br />2618 <br />3595 <br />2815 <br />8' PRECAST U1/ 2' RECESS DOOR U-LINTELS <br />oulw_�r <br />UFL IFT <br />LATERAL <br />TYPE <br />LENGTH <br />e1F6-17 <br />NW10-IT <br />alfFMAT <br />8RFi8-IT <br />8RF22-n' <br />OW26-IT <br />OW3m-I <br />ebb-2T <br />8W10-2T <br />OW14-2T <br />Bf�18-2T <br />SOM24T <br />8RF26-2 <br />3m-2 <br />B <br />8RP <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4961 <br />5025 <br />S32 <br />932 <br />1244 <br />1519 <br />2335 <br />3110 <br />4008 <br />4850 <br />5696 <br />4'-6' C54') PRECAST <br />Ii92 <br />1501 <br />2311 <br />3121 <br />3931 <br />4156 <br />5511 <br />853 <br />1132 <br />1455 <br />2240 <br />3036 <br />3831 <br />4643 <br />5453 <br />853 <br />5'-$' C68') PRECAST <br />S24• <br />1112 <br />11SB <br />2423 <br />3055 <br />3689 <br />4325 <br />501 <br />.4 <br />1132 <br />1141 <br />2351 <br />2918 <br />3603 <br />4230 <br />501 <br />5'-10' (10') PRECAST <br />896• <br />1138 <br />1142 <br />2352 <br />2S65 <br />3581 <br />1 4MB <br />469 <br />896 <br />1099 <br />I6S0 <br />22W <br />2851 <br />3491 <br />4106 <br />469 <br />6'-8' C80')PRECAST <br />'lie882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />IImO <br />118 <br />956 <br />1468 <br />1S81 <br />250E <br />3035 <br />3563 <br />T-6' (90')PRECAST <br />688 <br />691 <br />1325 <br />Ialo <br />2280 <br />2153 <br />3221 <br />li0 <br />941 <br />688 <br />M-1 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />9'-8' (116') PRECAST <br />533• <br />433 <br />808 <br />1123 <br />1413 <br />1104 <br />IS95 <br />614 <br />533 <br />1 521 <br />1 1009 <br />1369 <br />1125 <br />2088 <br />2450 <br />516 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD RE13AR <br />05 REBAR AT TOP <br />MIN. (1) REQ'D <br />° <br />1-1/2' CLEAR <br />TYPE <br />DESIGNATION <br />Q <br />F FILLED WITH GROUT / U = UNFILLED <br />_ <br />° <br />C.M.U. <br />FQUANTITY <br />OF S REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />'� <br />Z' <br />.°: <br />E <br />GROUT <br />aF1� <br />_ <br />Z <br />-15/1T <br />"5 REBAR AT BOTTOM <br />L <br />_� <br />• ON <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />QUANTITY OF 5 <br />REBAR AT TOP <br />1-5/6'ACTUAL <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH <br />(VARIES) <br />SAFE LOAD TABLE <br />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 ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels I'1'-4' and <br />longer with a nominal height of 8' meet or exceed L/180. <br />6. 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 steel for mechanical anchorage. <br />8. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units. <br />S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled <br />lintels must be reduced by 20% 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 capacity can be obtained by the designer by providing <br />addlonal reinforced masonry above the precast lintel. <br />Co. One r rebar may be substituted for two 05 rebars In 8' lintels only. <br />T 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 />6. For composite lintel heights not shown, use safe load from next lower height. <br />9. All safe loads in units of pounds per linear foot. <br />A A C N I T! C T 3 <br />6 <br />Design <br />Grou .!. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdealgngroup.com <br />AA #: 0003326 <br />F <br />w <br />y <br />�W <br />0 <br />y <br />0 <br />F <br />i <br />ill <br />I <br />V <br />. <br />Stmwv. as LOT: <br />SILVERADO <br />LOT #2 <br />BLK #7 <br />PROJMT# <br />04128.000-00271 <br />Icon <br />4EBB <br />"1828-CALI" <br />GARAGN a1WMG: <br />LEFT <br />PAGM <br />SAFE LOAD <br />TABLES <br />(CAST-CRETE) <br />150 MPH EXP. B <br />ARCHRECT <br />STATE OF FLORID <br />J <br />DAM 10/20/17 <br />8CALM 1/4"=1'-O" <br />Biro= <br />1B.1 <br />