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,54FE LOAD T,45LE5 <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />V PRECAST 4 PRESTRESSED U-LINTELS <br />C.ssT-C.s r. <br />G fR A V I T Y <br />TYPE <br />LEN--TH <br />8U8 <br />SFS-0B <br />8F12-05 <br />8F16-0B <br />20-0 <br />24-m <br />28-0 <br />32-0B <br />EFO-IB <br />BFI2-IB <br />8F16-IB <br />6F20-I15 <br />8F24-I15 <br />8F28-I5 <br />8F32-I5 <br />2'-10'(34°) PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />11936 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />11936 <br />3'-6" (42') PRECAST <br />2302 <br />3136 <br />3311 <br />4689 <br />6001 <br />1315 <br />8630 <br />9941 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-0" (45") PRECAST <br />2029 <br />2325 <br />2496 <br />3461 <br />4435 <br />5410 <br />6364 <br />1355 <br />2646 <br />4413 <br />6039 <br />1526 <br />9004 <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 />6039 <br />1526 <br />9004 <br />10412 <br />9C666 <br />5'-4' (64") PRECAST <br />1154 <br />1223 <br />1301 <br />ISm9 <br />2311 <br />2826 <br />3336 <br />3846, <br />1665 <br />2889 <br />5051 <br />6096 <br />5400 <br />6424 <br />1450 <br />5'-I0"( 10") PRECAST <br />9�2 <br />1000 <br />105E <br />1414 <br />1889 <br />2304 <br />2121 <br />3131 <br />1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />5260 <br />6122 <br />6'-6°l18') PRECAST <br />93I <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3911 <br />4565 <br />1255 <br />2101 <br />3396 <br />5260 <br />1134 <br />8995 <br />6890 <br />�'-6" C90')PRECAST <br />76� <br />102E <br />1615 <br />2385 <br />1994 <br />243E <br />288, <br />3333 <br />1029 <br />1615 <br />2610 <br />3839 <br />5596 <br />6613 <br />5041 <br />9'-4° (112`J PRECAST <br />573 <br />632 <br />104E <br />1469 <br />1210 <br />1482 <br />1154 <br />2021 <br />l68 <br />1212 <br />1818 <br />2544 <br />3469 <br />4030 <br />3121 <br />PRECAST <br />456 <br />482 <br />602 <br />1125 <br />S15 <br />1122 <br />1326 <br />1535 <br />65a <br />1025 <br />1514 <br />2051 <br />2114 <br />3130 <br />2404 <br />II'-4' C136') PRECAST <br />445 <br />59a <br />935 <br />1365 <br />1854 <br />2355 <br />I193 <br />2015 <br />598 <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-0'(144") PRECAST <br />414 <br />545 <br />864 <br />1254 <br />1689 <br />2074 <br />1510 <br />I818 <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />35SO <br />13'-4" (160") PRECAST <br />362 <br />421 <br />12 6 <br />102 8 <br />1331 <br />1635 <br />1224 <br />1415 <br />485 <br />148 <br />Iola <br />1436 <br />1855 <br />2343 <br />2920 <br />14'-O'068") PRECAST <br />338 <br />381 <br />648 <br />919 <br />1190 <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />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'(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 />1655 <br />2310 <br />2890 <br />3410 <br />l'-4° (208')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 />26,00 <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 />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')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />160 <br />300 <br />5l0 <br />810 <br />1250 <br />1660 <br />1910 <br />24'-OC288") 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 />1350 <br />1610 <br />MATERIAL5 <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 masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 190o psi. <br />5. Rebar provided In precast lintel per ASTM A615 GR60. <br />Field rebar per A5TM A615 GR40 or GR6o. <br />6. Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />1. 1/32 wire per ASTM 4510. <br />8. Mortar per ASTM C210 type M or S. <br />8" PRECAST 8 PRESTRESSED U-LINTELS <br />4CAST-�41III14W <br />O F L-. I F T <br />LATERAL <br />TYPE <br />LENGTH <br />SFB-IT <br />8-2 <br />20-2 <br />24-IT <br />24-2 <br />8F28-IT <br />28-2T8F32-2T <br />8F32-IT <br />SU8 <br />ape <br />2'-l0'C34'J PRECAST <br />2121 <br />5332 <br />6569 <br />1511 <br />W55 <br />2021 <br />2127 <br />!2215 <br />E&F10-18F20-IT <br />5190 <br />6401 <br />1630 <br />55512021 <br />3'-6' (42") PRECAST <br />2165 <br />4231 <br />5219 <br />6204 <br />119225l <br />251 <br />2165 <br />4125 <br />5OV <br />606110364'-0" <br />(48") PRECAST <br />Isle <br />3680 <br />4532 <br />5381 <br />6245 <br />938 <br />938 <br />Isle_ <br />1925 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-6' (54") PRECAST <br />1660 <br />1162 <br />2501 <br />3251 <br />4010 <br />4161 <br />5525 <br />121 <br />121 <br />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4658 <br />5406 <br />5'-4' (64')PRECA5T <br />1393• <br />1484 <br />2110 <br />2141 <br />3315 <br />4010 <br />4648 <br />505 <br />505 <br />13SB <br />1431 <br />2050 <br />2610 <br />3293 <br />3920 <br />4549 <br />51-10"(101) PRECAST <br />1212" <br />1351 <br />1530 <br />2505 <br />3084 <br />3665 <br />424-1 <br />418 <br />418 <br />1212 <br />1315 <br />1S75 <br />2441 <br />3010 <br />3583 <br />4151 <br />PRECAST <br />ll41" <br />1200 <br />1133 <br />2250 <br />2169 <br />32SO <br />3812 <br />107 <br />S87 <br />1141 <br />1152 <br />1664 <br />2192 <br />2103 <br />3216 <br />3132 <br />Z'-6' (90')PRECAST <br />959" <br />512 <br />1415 <br />1514 <br />2354 <br />2191 <br />3240 <br />591 <br />651 <br />990 <br />1029 <br />1466 <br />1301 <br />2351 <br />2191 <br />3245 <br />9'-4" N12") PRECAST <br />601" <br />612 <br />'380 <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />630 <br />501 <br />155 <br />M32 <br />1550 <br />1910 <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 />Ila <br />all <br />103E <br />1389 <br />1111 <br />2034 <br />2358 <br />W-4" 036°) PRECAST <br />666• <br />439 <br />696 <br />899 <br />1104 <br />1309 <br />1515 <br />363 <br />556 <br />666 <br />535 <br />905 <br />1295 <br />1595 <br />1896 <br />2M5 <br />2'-O'C144") PRECAST <br />601• <br />400 <br />631 <br />air.10ol <br />1186 <br />1312 <br />340 <br />494 <br />631 <br />456 <br />818 <br />120E <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 />409 <br />662 <br />1004 <br />1361 <br />1631 <br />1891 <br />14'-0"(168') PRECAST <br />458, <br />316 <br />493 <br />635 <br />115 <br />922 <br />1065 <br />286 <br />360 <br />548 <br />316 <br />629 <br />922 <br />1254 <br />1561 <br />Isla <br />W-8' 016") PRESTRESSED <br />243 <br />295 <br />45S <br />591 <br />124 <br />851 <br />990 <br />N.R. <br />351 <br />243 <br />352 <br />582 <br />052 <br />1156 <br />1491 <br />1142 <br />15'-4' (184') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />all <br />a01 <br />925 <br />N.R. <br />32-1 <br />228 <br />329 <br />542 <br />191 <br />1012 <br />1381 <br />1616 <br />IT-4' (205')PRE5TRE5SED <br />156 <br />236 <br />361 <br />464 <br />561 <br />610 <br />774 <br />N.R. <br />255 <br />188 <br />216 <br />4413 <br />649 <br />Sl4 <br />1121 <br />1389 <br />19'-4' (232') PRESTRESSED <br />165 <br />20,1 <br />313 <br />401 <br />490 <br />518R�Z4 <br />204 <br />165 <br />23S <br />383 <br />550 <br />136 <br />e40N.R. <br />2I'-4' (256'IPRESTRESSED <br />145 <br />186 <br />216 <br />356 <br />433 <br />512 <br />172 <br />142 <br />212 <br />336 <br />411 <br />635 <br />801N.R. <br />22'-O'(264')PRESTRESSED <br />140 <br />180 <br />268 <br />343 <br />415 <br />493 <br />N.R. <br />161 <br />131 <br />205 <br />322 <br />451 <br />60l <br />"I <br />24'-O'(28a") PRESTRESSED <br />12l <br />165 <br />244 <br />2112 <br />38o <br />A4l <br />N.R. <br />135 <br />124 <br />le- <br />290 <br />400 <br />538 <br />680 <br />833 <br />REDUCE VALUE SY 25 , FOR GRADE 40 FIELD REBAR <br />8" PRECAST W1 2' RECESS DOOR U-LINTELS <br />4^=_41R� <br />(S;RJ4VITT' <br />TYPE <br />LENGTH <br />8RU68RF6-0 <br />SRFIO-0B <br />8FFI4-0B <br />81�FI8-0B <br />8F322-0 <br />8RF26-0B <br />8RF30-0B <br />6RF6-II5 <br />8RFI0-IB <br />8RF14-IB <br />8RFI8-IB <br />5W22-I5 <br />8R26-I5 <br />SR-30-IB <br />4'-4' (52") PRECAST <br />1489 <br />1591 <br />3053 <br />2982 <br />3954 <br />4929 <br />5904 <br />6680 <br />1827 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <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 />1341 <br />9416 <br />lo818 <br />5'-8" C68") PRECAST <br />l85 <br />832 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3565 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5a14 <br />6839 <br />5'-10' (l0') PRECAST <br />l35 <br />7I9 <br />1500 <br />1449 <br />1924 <br />j 2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />6472 <br />6516 <br />5450 <br />6,411 <br />6'-B' (80')PRECAST <br />622 <br />Sol <br />1611 <br />2933 <br />251(E, <br />3223 <br />38'12 <br />4522 <br />907 <br />1611 <br />2933 <br />4100 <br />6130 <br />am <br />6101 <br />7'-6" 090')PRECAST <br />665 <br />l61 <br />1311 <br />2252 <br />1958 <br />2451 <br />2944 <br />3439 <br />164 <br />1311 <br />2329 <br />3609 <br />5492 <br />6624 <br />5132 <br />(116") PRECAST <br />311 <br />420 <br />834 <br />1253 <br />1011 <br />1342 <br />la14 <br />886 <br />535 <br />928 <br />1491 <br />2119 <br />2618 <br />3595 <br />2815 <br />8" PRECAST W1 2" RECESS DOOR U-LINTELS <br />C^=r-CffM <br />Uf= L I F T <br />LATERAL <br />TYPE <br />LENGTH <br />6RF6-IT <br />SW10-IT <br />SRrl4-IT <br />8f F16-IT <br />SW22-IT <br />8RF26-IT <br />5RF30-IT <br />SRU <br />8RF6 <br />SRF64T <br />SRFI0-2T <br />SRFI4-2T <br />SWS-2T <br />8RF22-2T <br />8RF26-2 <br />SW30-2 <br />4'-4' (52") PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4961 <br />5825 <br />932 <br />932 <br />1244 <br />1519 <br />2339 <br />3110 <br />4008 <br />4550 <br />5696 <br />4'-6' (54') PRECAST <br />11-32 <br />1501 <br />2311 <br />3121 <br />3331 <br />4156 <br />5511 <br />853 <br />11,32 <br />1455 <br />2240 <br />3036 <br />3831 <br />4643 <br />5453 <br />853 <br />5'-8" C68°)PRECAST <br />924" <br />1112 <br />I195 <br />2423 <br />3055 <br />3689 <br />4325 <br />501 <br />501 <br />924 <br />1132 <br />1141 <br />2351 <br />2916 <br />3603 <br />4230 <br />5'-10" C 10") PRECAST <br />896" <br />1138 <br />1142 <br />2352 <br />2965 <br />3581 <br />419a <br />469 <br />469 <br />896 <br />1099 <br />1690 <br />2255 <br />26SI <br />3491 <br />4106 <br />6'-8' (80")PRECAST <br />ll8 <br />882 <br />1513 <br />2042 <br />2573 <br />3101 <br />3642 <br />830 <br />1100 <br />118 <br />956 <br />1468 <br />1981 <br />2509 <br />3035 <br />3563 <br />7-io' (90')PRECA5T <br />688 <br />691 <br />1325 <br />I810 <br />2280 <br />2153 <br />3221 <br />110 <br />941 <br />688 <br />649 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />(116") PRECAST <br />533" <br />433 <br />808 <br />1123 <br />1413 <br />1104 <br />1995 <br />516, <br />614 <br />533 <br />521 <br />1009 <br />1369 <br />1125 <br />2088 <br />2450 <br />TYPE DESIGNATION <br />F = FILLED WITH GROUT / U = UNFILLED <br />F <br />QUANTITY OF 5 REBAR AT <br />r BOTTOM OF LINTEL CAVITY <br />NOMINAL WIDTH <br />L QUANTITY OF 5 <br />NOMINAL HEIGHT <br />REBAR AT TOP <br />GENERAL NOTES <br />1. 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 1'1'-4' and <br />longer with a nominal height OF 8" meet or exceed L/ISC. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7/32' 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 />9. Safe load ratings based on rational design analysis per ACI 318 and AGI 530 <br />,REDUCE VALUE BY 151y. FOR GRADE 40 FIELD REBAR <br />-5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2' CLEAR <br />C.M.U. <br />P GROUT <br />1: <br />5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />l-5/8'AGTUAL BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8" NOMINAL WIDTH (VARIES) <br />SAFE LOAD TABLE NOTES <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 loads are total superimposed allowable load on the section specified. <br />4. Safe loads based on grade 40 or grade 6o 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 01 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 />9. All safe loads in units of pounds per linear foot. <br />A R C H IT EC T 1111 <br />Design <br />WOOF,. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL '"BO <br />PH: 407-774-8078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />A: 0003325 <br />F <br />W <br />h <br />w <br />0 <br />0 <br />F <br />�4 <br />h <br />A <br />O <br />o <br />SLIBDIV. ac LOT: <br />SILVERADO <br />LOT #14 <br />BLK. #6 <br />PROJECT# <br />04128.000-01461 <br />MODEL: <br />4ENB <br />1751- NEUVILLE" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />LINTEL <br />LOADS <br />(CAST-CRETE) <br />50 MPH EXP. B <br />ARCHITECT'- <br />,STATE OF FLONDA <br />PRINT <br />DATE: 11 /7 /17 <br />SCALE: 1 /4"=1' - 0" <br />SHEET <br />n a <br />