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SAFE LOAD T,45LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8" PRECAST 4 PRESTRESSED U-LINTELS <br />♦a,r <br />GORAV <br />I T1' <br />TYPE <br />LENGTH <br />8U8 <br />8F8-0B <br />8FI2.0B <br />I6-0 <br />20- <br />24-0 <br />28- <br />32- <br />eft -IS <br />OF12-15 <br />8F16-I5 <br />8F20-I115 <br />8F24-I5 <br />BF28-I5 <br />SF32-0 <br />2'-10'C34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />11936 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />II936 <br />(42') PRECAST <br />2302 <br />3138 <br />3311 <br />4689 <br />6001 <br />1315 <br />2630 <br />9941 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-0' (4$'J PRECAST <br />2029 <br />2325 <br />24%6 <br />3461 <br />4438 <br />5410 <br />6384 <br />1358 <br />264b <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />11936 <br />4'-6' (54') PRECAST <br />1651 <br />1161 <br />IS13 <br />2651 <br />3403 <br />4149 <br />48% <br />5644 <br />2110 <br />4021 <br />603E <br />1526 <br />W04 <br />10412 <br />%68 <br />5'-4" (64') PRECAST <br />1184 <br />1223 <br />i301 <br />IS09 <br />2311 <br />282fo <br />3336 <br />3846 <br />1665 <br />2889 <br />5051 <br />6056 <br />5400 <br />6424 <br />1450 <br />5'-10"(10'J PRECAST <br />9i2 <br />1000 <br />1059 <br />1414 <br />1889 <br />2304 <br />2121 <br />3131 <br />1459 <br />2464 <br />1 4144 <br />5458 <br />1 4431 <br />5280 <br />6122 <br />PRECAST <br />931 <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3911 <br />4585 <br />255 <br />2101 <br />3396 <br />5260 <br />1134 <br />8995 <br />6890 <br />1'-6' (SO') PRECAST <br />161 <br />1029 <br />1615 <br />23e5 <br />1994 <br />243E <br />2886 <br />3333 <br />102E <br />I615 <br />2610 <br />3839 <br />55% <br />6613 <br />5041 <br />9'-4' (112") PRECAST <br />513 <br />632 <br />1049 <br />14Fi9 <br />1210 <br />1482 <br />1154 <br />2021 <br />16S <br />1212 <br />IBM <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6'(126"J PRECAST <br />4r�6 <br />482 <br />802 <br />1125 <br />915 <br />1122 <br />1328 <br />1535 <br />(.58 <br />1025 <br />1514 <br />2061 <br />2114 <br />3130 <br />2404 <br />Il'-4" (136°) PRECAST <br />445 <br />598 <br />935 <br />13ro5 <br />1654 <br />2355 <br />1193 <br />2015 <br />598 <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-O'(144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />1689 <br />2014 <br />1510 <br />1816 <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />35W <br />13'-4' (160') PRECAST <br />362 <br />421 <br />126 <br />1028 <br />1331 <br />1635 <br />1224 <br />1418 <br />485 <br />148 <br />1016 <br />1438 <br />IS55 <br />2343 <br />2520 <br />14'-O'(168') PRECAST <br />33.5 <br />361 <br />646 <br />TIM <br />11w <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 />3185 <br />3165 <br />15'-4'(1841) 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 />2890 <br />3410 <br />Il'-4'C208')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />310 <br />530 <br />950 <br />1400 <br />1800 <br />2200 <br />2600 <br />19'-4'(232') PRESTRESSED <br />N.R. <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />240 <br />400 <br />150 <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 />183 <br />330 <br />610 <br />940 <br />1340 <br />1180 <br />2110 <br />22'-O'(264')1'RESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />160 <br />300 <br />510 <br />810 <br />1250 <br />1660 <br />1910 <br />24'-Ot2e8') 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 />1030 <br />1350 <br />1610 <br />MATERIALS <br />I, f'c precast lintels = 35,00 psi. <br />2. f'c prestressed lintels = 6000 pet. <br />3. f'c grout = 3000 psi w/ maximum 3/8' aggregate. <br />4. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength - 1900 psi. <br />5. Rebar provided 1n precast lintel 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 4510. <br />8. Mortar per ASTM C210 type M or S. <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />CRf*r <br />UFL <br />IFT <br />LATERAL <br />TYPE <br />LENGTH <br />S-IT <br />12-IT <br />I6-IT20-21 <br />20-IT <br />24-IT <br />0F28-IT <br />8F32-IT <br />SUB <br />8F8 <br />S-2 <br />12-2T <br />16-24-2 <br />8-2 <br />BF32-2T <br />2'-10'C3d') PRECAST <br />2121 <br />288 <br />410332 <br />6569 <br />1811 <br />90552021 <br />2021 <br />2121 <br />2184 <br />398190 <br />6401 <br />1630 <br />88513'-6' <br />l42") PRECAST <br />2165 <br />22E <br />326231 <br />521E <br />6204 <br />11921251 <br />1251 <br />2165 <br />2215 <br />31654125 <br />50,31 <br />6061 <br />1036 <br />4'-0' (48') PRECAST <br />1618 <br />1989 <br />283650 <br />4532 <br />5381 <br />6245 <br />938 <br />938 <br />1818 <br />1925 <br />2150 <br />3583 <br />4422 <br />5264 <br />0110 <br />4'-6' (54') PRECAST <br />1660 <br />1162 <br />2501 <br />3251 <br />4010 <br />4161 <br />5525 <br />12l <br />121 <br />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4658 <br />5406 <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 />45413 <br />51-101(101)PRECAST <br />1212- <br />1351 <br />IS30 <br />2505 <br />3004 <br />3665 <br />4241 <br />416 <br />416 <br />1212 <br />1315 <br />181S <br />2441 <br />3010 <br />1 35S3 <br />4151 <br />PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />101 <br />881 <br />1141 <br />1182 <br />1684 <br />2192 <br />2103 <br />3216 <br />3132 <br />l'-6' (90')PRECAST <br />959• <br />S12 <br />1415 <br />1514 <br />2354 <br />2191 <br />3240 <br />59l <br />651 <br />990 <br />1029 <br />1466 <br />1901 <br />2351 <br />275 <br />3245 <br />9'-4' (112') PRECAST <br />801• <br />612 <br />980 <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />30 <br />801 <br />155 <br />1192 <br />1550 <br />ISO <br />2211 <br />2634 <br />10'-6'(126') PRECAST <br />116• <br />498 <br />193 <br />1021 <br />1261 <br />1496 <br />1131 <br />396 <br />493 <br />116 <br />611 <br />1035 <br />1389 <br />111] <br />2034 <br />2358 <br />11'-4' (136") PRECAST <br />666• <br />43S <br />696 <br />899 <br />1104 <br />130E <br />1515 <br />363 <br />556 <br />666 <br />535 <br />S05 <br />1295 <br />15'35 <br />1S96 <br />2ISO <br />12'-0'(144') PRECAST <br />601• <br />400 <br />631 <br />816 <br />1001 <br />1186 <br />1312 <br />340 <br />494 <br />631 <br />486 <br />818 <br />1209 <br />1514 <br />1199 <br />2086 <br />13'-4' (160') PRECAST <br />500• <br />340 <br />532 <br />686 <br />841 <br />991 <br />1153 <br />302 <br />398 <br />513 <br />40-3682 <br />1004 <br />1361 <br />163-1 <br />I891 <br />14'-O'(1(o6') PRECAST <br />458, <br />316 <br />493 <br />635 <br />118 <br />922 <br />1065 <br />286 <br />360 <br />548 <br />318 <br />629 <br />922 <br />1254 <br />1567 <br />lei& <br />14'-8' 1116') PRESTRESSED243 <br />295 <br />45S <br />591 <br />124 <br />851 <br />sso <br />N.R. <br />351 <br />243 <br />352 <br />582 <br />852 <br />1156 <br />1491 <br />1142 <br />15'-4' (184') PRESTRESSED <br />228 <br />278 <br />430 <br />553 <br />611 <br />WI <br />925 <br />N.R. <br />321 <br />226 <br />32S <br />542 <br />19I <br />1012 <br />1381 <br />1616 <br />IT-4' (208')PRESTRESSED <br />I88 <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />18S <br />216 <br />44S <br />649 <br />814 <br />1121 <br />1389 <br />19'-4' (232') PRESTRESSED <br />165 <br />201 <br />313 <br />401 <br />490 <br />518 <br />661 <br />N.R. <br />204 <br />165 <br />23S <br />383 <br />550 <br />134i <br />940 <br />1160 <br />21'-4' (256")PRESTRESSED <br />145 <br />186 <br />215 <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'-O'(264')PRESTRESSED <br />140 <br />100 <br />268 <br />343 <br />415 <br />493 <br />568 <br />N R. <br />161 <br />131 <br />205 <br />322 <br />1 451 <br />1 601 <br />111 <br />941 <br />24'-O'C288')PRESTRESSED <br />121 <br />165 <br />1 244 <br />1 312 <br />13W <br />441 <br />515 <br />N.R. <br />135 <br />124 <br />Or. <br />290 <br />408 <br />538 <br />680 <br />833 <br />GENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />8' PRECAST uJ/ 2" RECE55 DOOR U-LINTELS <br />.� <br />C FAVIT"I' <br />TYPE <br />LENCsTH <br />6- <br />8112F�-0B <br />OW14. <br />IS- <br />OW22- <br />26- <br />81"�30-0H <br />eRF6-B <br />efiFiO-IB <br />S1�14-IB <br />NWIS-10 <br />OW22-15 <br />ORP26-15 <br />SFF30-16 <br />4'-4" (521) PRECAST <br />1489 <br />159I <br />1821 <br />3053 <br />3412 <br />2982 <br />4982 <br />3954 <br />6412 <br />4929 <br />1941 <br />5904 <br />8416 <br />6880 <br />10818 <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') PRECAST <br />632 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />185 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5614 <br />6839 <br />5'-10' (10'J PRECAST <br />1"119 <br />1500 <br />1449 <br />1924 <br />2400 <br />2616 <br />3352 <br />1003 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-8' (80")PRECAST <br />822 <br />901 <br />I611 <br />2933 <br />2516 <br />3223 <br />3612 <br />4522 <br />901 <br />1611 <br />2933 <br />4100 <br />6130 <br />8111 <br />6101 <br />1'-6" (90")PRECAST <br />161 <br />1311 <br />2252 <br />1958 <br />2451 <br />2%44 <br />3439 <br />bb5 <br />164 <br />1311 <br />1 232E <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-8" Nib') PRECAST <br />311 <br />420 <br />834 <br />1 1253 <br />1011 <br />1 1342 <br />1614 <br />1886 <br />535 <br />e28 <br />1 1491 <br />21113 <br />1 2616 <br />3595 <br />2615 <br />8" PRECAST UJ/ 2" RECESS DOOR U-LINTELS <br />ff"I <br />UI L IFT <br />ATERA <br />TYPE <br />LENGTH <br />SW6-IT <br />SWIM -IT <br />OW14-IT <br />8fW18-IT <br />OW22-I1 <br />SW26-IT <br />S1#30-IT <br />SW6-2T <br />6W10-2T <br />SRFI4-2T <br />SWIS-2T <br />SIW22-2T <br />8W26-2 <br />30-2 <br />8RU <br />812E <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4%1 <br />5825 <br />S32 <br />532 <br />1244 <br />1519 <br />233E <br />3110 <br />4006 <br />4850 <br />5696 <br />4'-6' (54') PRECAST <br />1192 <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 />853 <br />5'-8' (66') PRECAST <br />924, <br />1112 <br />1195 <br />2423 <br />3055 <br />3689 <br />4325 <br />Sol <br />924 <br />1132 <br />1141 <br />2351 <br />2918 <br />3603 <br />4230 <br />501 <br />5'-10" 110'J PRECAST <br />�9• <br />1138 <br />1142 <br />2352 <br />2965 <br />3581 <br />41W <br />469 <br />469 <br />856 <br />1099 <br />i690 <br />22W <br />28W <br />3491 <br />4G0 <br />(80')PRECAST <br />T18 <br />S82 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />118 <br />S56 <br />1468 <br />IW-I <br />250E <br />3035 <br />3563 <br />(90') PRECAST <br />688 <br />691 <br />1325 <br />1510 <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 />9'-S' lllb') PRECAST <br />533• <br />433 <br />808 <br />1123 <br />1413 <br />I104, <br />995 <br />6I4 <br />533 <br />521 <br />]COS <br />1369 <br />1128 <br />2088 <br />2450 <br />516 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />S REBAR AT TOP <br />MIN. (1)REQ'D <br />' <br />1-In' CLEAR <br />TYPE <br />DESIGNATION <br />a <br />F FILLED WITH GROUT / U UNFILLED <br />0 <br />7 <br />°' <br />G.M.U. <br />QUANTITY OF 05 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />z <br />i <br />GROUT <br />aF1(a 15/1T <br />- <br />Z <br />�p <br />45 REBAR AT BOTTOM <br />L <br />• • <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />QUANTITY OF "5 <br />REBAR AT TOP <br />1-5i8'ACTUAL <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />S' 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 relnforcing and grouting. <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4' and <br />longer with a nominal height of 8' meet or exceed L/160. <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 steel for mechanical anchorage. <br />6. 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 316 and ACI 530 <br />1. 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 load* 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 />addional reinforced masonry above the precast lintel. <br />6. One rebar may be substituted for two 05 rebars in 8' 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 />S, All safe loads in units of pounds per linear foot. <br />F-ANCN IT ECTa <br />6 <br />Deign <br />Grous.2. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FA%: 407-7744078 <br />www.abdeslgngroup.com <br />AA M: 0003325 <br />w <br />y <br />2 <br />0 <br />U <br />y <br />0 <br />F <br />0 <br />v <br />sT 107. •s L04: <br />SILVERADO <br />LOT 1 <br />BLK 7 <br />PROn=T# <br />04128.000-00171 <br />MODEM, <br />4EAB <br />1672- ARIA" <br />OARAOffi s1TWO: <br />RIGHT <br />PAGZ, <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLOFADA <br />L <br />fiA.ABOUCHACRA <br />AR NO 93723 <br />D M 10/19/17 <br />8CALM 1/4"=l'-0" <br />SIFT <br />IB.1 <br />