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SAFE LOAD T,45LES <br />FOR GRAVITY, UPLIFT t LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />C R"r <br />GRAVITT' <br />LENGTH TYP <br />$l,l$ <br />8F8-06N44 <br />16- <br />0• <br />24- <br />8- <br />32- <br />SF8-15 <br />8Fl6-IB <br />8F20-I8 <br />BF24-IB <br />OF28-15 <br />BF32-iB <br />2'-IO'l34') PRECAST <br />2302 <br />3166 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />3166 <br />6039 <br />1526 <br />9004 <br />10412 <br />11936 <br />3'-6' (42') PRECAST <br />2302 <br />3138 <br />4689 <br />6001 <br />1315 <br />8630 <br />'3941 <br />3166 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-O' l4$') PRECAST <br />2eU <br />2325 <br />3461 <br />4438 <br />5410 <br />6384 <br />1358 <br />2646 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />II93e <br />4'-6' (54') PRECAST <br />1651 <br />1161 <br />1913 <br />2651 <br />3403 <br />4149 <br />4896 <br />5644 <br />2110 <br />4021 <br />6031 <br />1526 <br />W04 <br />10412 <br />S668 <br />5'-4° l64') PRECAST <br />1184 <br />1223 <br />1301 <br />1809 <br />2311 <br />2826 <br />3336 <br />3846 <br />1665 <br />2889 <br />5051 <br />609(o <br />5400 <br />6424 <br />1450 <br />51-101(101) PRECAST <br />S12 <br />1000 <br />105E <br />1414 <br />1889 <br />2304 <br />2121 <br />3131 <br />145E <br />2464 <br />4144 <br />5458 <br />4431 <br />5280 <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 />3396 <br />5260 <br />1134 <br />89% <br />68W <br />1'-6' (SO')PRECAST <br />161 <br />1029 <br />1615 <br />2305 <br />I994 <br />2439 <br />2886 <br />3333 <br />1029 <br />1615 <br />2610 <br />383E <br />5596 <br />6613 <br />5041 <br />(112') PRECAST <br />513 <br />632 <br />104E <br />1469 <br />12io <br />1462 <br />1154 <br />2021 <br />1918 <br />1212 <br />015 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6°C126") PRECAST <br />456 <br />402 <br />802 <br />1125 <br />915 <br />1122 <br />1328 <br />1535 <br />658 <br />1025 <br />1514 <br />2081 <br />2114 <br />3130 <br />2404 <br />II'-4' (136') PRECAST <br />445 <br />598 <br />935 <br />1365 <br />1854 <br />2355 <br />1193 <br />2015 <br />59S <br />935 <br />1365 <br />IS54 <br />2441 <br />3155 <br />4044 <br />12'-O'(144') PRECAST <br />414 <br />545 <br />664 <br />1254 <br />1689 <br />2014 <br />1510 <br />isle <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3590 <br />13'-4" (16O') PRECAST <br />362 <br />421 <br />126 <br />1028 <br />1331 <br />1635 <br />1224 <br />1418 <br />485 <br />148 <br />1016 <br />143E <br />1855 <br />2343 <br />2920 <br />14'-O'(168') PRECAST <br />335 <br />381 <br />648 <br />919 <br />1190 <br />1462 <br />I081 <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 />l65 <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 />6% <br />1250 <br />1855 <br />2310 <br />2890 <br />3410 <br />Il'-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 />550 <br />1400 <br />1 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 />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 />bIm <br />940 <br />1340 <br />ISO <br />2110 <br />22'-0'(2(o4')PRE5TRES5ED <br />N.R, <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />160 <br />300 <br />510 <br />8l0 <br />1250 <br />1660 <br />191C <br />24'-0i288')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />130 <br />1 240 <br />410 <br />120 <br />1030 <br />13DO <br />1610 <br />MATERIALS <br />1. F'c precast lintels - 3500 pal. <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 , 1900 pal. <br />5. Rebar provided in precast lintel per ASTM A615 GR60. <br />Field rebar per ASTM A615 GR40 or GR60. <br />6, Prestressing strand per ASTM A41ro grade <br />210 low relaxation. <br />1. 7/32 wire per ASTM A510. <br />8. Mortar per ASTM C210 type M or S. <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />Cam <br />UFL <br />IFT <br />LATERAL <br />TYPE <br />LENGTH <br />8-1 <br />12-IT <br />16-IT <br />20-IT <br />24-I <br />28-IT <br />8F32-Ir <br />BU8 <br />SF8 <br />8-2 <br />12-2T <br />16-2T <br />0-2 <br />2a-2 <br />28-2 <br />8F32.2T <br />2'-IO'(34'J PRECAST <br />2121 <br />2818 <br />4101 <br />5332 <br />6569 <br />18i1 <br />9055 <br />2021 <br />2121 <br />2184 <br />3981 <br />5190 <br />6401 <br />1630 <br />8851 <br />2021 <br />3'-6' l42') PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />521% <br />6204 <br />1192 <br />1251 <br />251 <br />2165 <br />2215 <br />3165 <br />4125 <br />5091 <br />6061 <br />1036 <br />4'-O" l48') PRECAST <br />Isla <br />19s9 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />938 <br />938 <br />1818 <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 />4656 <br />5406 <br />5'-4' l64°)PRECAST <br />1393• <br />1404 <br />2110 <br />2141 <br />3315 <br />4010 <br />4646 <br />505 <br />505 <br />1393 <br />1431 <br />2050 <br />2610 <br />3293 <br />3920 <br />4549 <br />51-101(101) PRECAST <br />1212• <br />1351 <br />1930 <br />2505 <br />3084 <br />3665 <br />4241 <br />41$ <br />41$ <br />1212 <br />1315 <br />015 <br />2441 <br />3010 <br />3583 <br />4151 <br />6'-6' (18') PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />101 <br />551 <br />1141 <br />1182 <br />1684 <br />21S2 <br />2103 <br />3216 <br />3132 <br />(90)') PRECAST <br />959• <br />V2 <br />1415 <br />1914 <br />2354 <br />2191 <br />3240 <br />591 <br />65l <br />990 <br />102E <br />1466 <br />1901 <br />2351 <br />2191 <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 />WI <br />155 <br />1192 <br />1550 <br />1910 <br />2211 <br />2634 <br />10'-6'(126') PRECAST <br />116• <br />498 <br />153 <br />1021 <br />1261 <br />1496 <br />1131 <br />396 <br />493 <br />116 <br />611 <br />1039 <br />13SS <br />1111 <br />2034 <br />235e <br />II'-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 />905 <br />USE, <br />I5% <br />1896 <br />2196 <br />12'-O'(144') PRECAST <br />60l• <br />4rom <br />631 <br />816 <br />1001 <br />1186 <br />1312 <br />340 <br />4134 <br />631 <br />486 <br />ale <br />1209 <br />1514 <br />Iles <br />2086 <br />13'-4" ll6m') PRECAST <br />500• <br />340 <br />532 <br />686 <br />841 <br />eel <br />1153 <br />30Z <br />39$ <br />5l3 <br />40S <br />682 <br />1004 <br />13ro1 <br />1631 <br />1891 <br />14'-O'(168') 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 />1561 <br />1816 <br />PRESTRESSED <br />243 <br />2% <br />459 <br />Del <br />124 <br />851 <br />990 <br />N.R. <br />351 <br />243 <br />352 <br />582 <br />852 <br />1156 <br />1451 <br />I142 <br />I5'-4' (184') PRESTRESSED <br />225 <br />218 <br />430 <br />553 <br />611 <br />801 <br />925 <br />N.R. <br />321 <br />226 <br />32S <br />542 <br />lei <br />1012 <br />1381 <br />1616 <br />11'-4' (208')PRESTRESSED <br />188 <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R <br />255 <br />be <br />216 <br />449 <br />649 <br />814 <br />1121 <br />1389 <br />19'-4' (232') PRESTRESSED <br />165K <br />313 <br />401 <br />490 <br />Die <br />661 <br />N.R. <br />204 <br />165 <br />383 <br />550 <br />l36 <br />940 <br />1160 <br />21'-4' (256')PRESTRESSED <br />145218 <br />356 <br />433 <br />512 <br />590 <br />N.R <br />112 <br />142336 <br />411 <br />635 <br />80l <br />993 <br />22'-O'1264')PRESTRESSED <br />140268 <br />343 <br />418 <br />493 <br />568 <br />..161 <br />131 <br />322 <br />451 <br />601 <br />111 <br />941 <br />24'-C'(288') PRESTRESSED <br />121244 <br />312 <br />380 <br />441 <br />DID <br />N.R <br />135 <br />124 <br />Isb <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 W/ 2' RECESS DOOR U-LINTELS <br />C <br />GR4VIT'' <br />TYPES-� <br />LENGTH <br />BRF14- <br />18- <br />8RF22- <br />b- <br />8RF30.0B <br />a-Ig <br />I®-Ig <br />5l�la-Is <br />aFf18-le <br />aWFa2-I® <br />elif26-Is <br />al�3m-le <br />4'-4' (52') PRECAST <br />148E <br />1591 <br />1821 <br />3053 <br />3412 <br />2982 <br />4982 <br />3%4 <br />6412 <br />4929 <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 />4461 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />10818 <br />5'-8' (68') PRECAST <br />532 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />185 <br />153 <br />2162 <br />4014 <br />(.412 <br />6516 <br />5814 <br />6839 <br />5'-10' (10') PRECAST <br />l35 <br />110 <br />1500 <br />1449 <br />1324 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-8' (60')PRECAST <br />822 <br />Sol <br />lall <br />2933 <br />251(o <br />3223 <br />3812 <br />4522 <br />901 <br />1611 <br />2933 <br />4100 <br />6130 <br />sill <br />6101 <br />1'-6° l90')PRECAST <br />161 <br />1311 <br />2252 <br />1558 <br />2451 <br />2944g2aI5 <br />665 <br />164 <br />1311 <br />2329 <br />3609 <br />54W <br />6624 <br />9'-8' (116') PRECAST <br />311 <br />420 <br />834 <br />1253 <br />1011 <br />342 <br />1614 <br />535 <br />We <br />1491 <br />2119 <br />2618 <br />3555 <br />8' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />ffM <br />UFL <br />FT <br />LATERAL <br />TYPE <br />LENGTH <br />BRFb-IT <br />BRFIC-IT <br />0FJ-14•IT <br />8RFI8-IT <br />81W22-IT <br />aRF26•IT <br />OW30-I <br />aRFb-2T <br />0WW-2T <br />OW14-2T <br />8RFI6-2TR2SIS <br />8RF26.7 <br />30.2 <br />eRU <br />8RF <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />32604961 <br />5825 <br />932 <br />932 <br />1244 <br />1519 <br />2335 <br />3110 <br />4650 <br />56e6 <br />4'-6' (54') PRECAST <br />1192 <br />1501 <br />2311 <br />3121 <br />4156 <br />5511 <br />853 <br />1192 <br />1455 <br />2240 <br />3036 <br />4643 <br />5453 <br />853 <br />5'-8' l68') PRECAST <br />924• <br />112 <br />195 <br />2423 <br />3689 <br />4325 <br />501 <br />924 <br />1132 <br />1141 <br />2351 <br />3603 <br />4230 <br />501 <br />PRECAST <br />896• <br />1138 <br />1142 <br />2352 <br />2965 <br />3581 <br />4198 <br />469 <br />896 <br />1099 <br />16W <br />2288 <br />2891 <br />3491 <br />4106 <br />469 <br />6'-8' (80')PRECAST <br />118 <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />lie <br />956 <br />1468 <br />1981 <br />250E <br />3035 <br />3563 <br />1'-6' (9O')PRECAST <br />680 <br />691 <br />1325 <br />00 <br />2280 <br />2153 <br />3221 <br />110 <br />941 <br />688 <br />849 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />9'-8' (116') PRECAST <br />533• <br />433 <br />1 We <br />1123 <br />1413 <br />1104 <br />1995 <br />614 <br />533 <br />1 521 <br />1 1009 <br />1 1369 <br />r 1128 <br />2088 <br />2450 <br />516 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />5 REBAR AT TOP <br />MIN. (1)REQ'D <br />1-1/2' CLEAR <br />TYPE <br />DESIGNATION <br />a <br />•. <br />3 <br />0 <br />s <br />F - FILLED WITH GROUT / U - UNFILLED <br />u <br />Q <br />= <br />C.M.U. <br />QUANTITY OF •5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />.4 <br />;4 <br />.a� " <br />L <br />GROUT <br />&F1ro <br />- <br />z <br />-15/1T <br />15 REBAR AT BOTTOM <br />I <br />1 <br />• • <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT-] <br />L QUANTITY OF'5 <br />REBAR AT TOP <br />1-516-ACTUAL <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH <br />(VARIES) <br />SAFE LOAD TABLE NOTES <br />L 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 Il'-4' and <br />longer with a nominal height of 8' meet or exceed L/I80. <br />ro. 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 />S. 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 />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 <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 />6. One r rebar may be substituted For two 45 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 lintehei hts not shown, use safe load From next lower height. <br />e, All safe loads in units oY pounds per linear Foot. <br />A R C N I T It C T 8 <br />6 <br />Design <br />Grou inG <br />141 N. RONALD REAGAN BLVD.' <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA * 0003326 J <br />F <br />x <br />W <br />0 <br />y <br />0 <br />F <br />O <br />a <br />SLTHDIR as LOT. <br />SILVERADO <br />LOT #3 <br />BLK #6 <br />PROJWT# <br />04128.000-00361 <br />MODZU <br />4EBB <br />"1828-CALI" <br />0ARAGZ OWWO: <br />LEFT <br />PAGA <br />SAFE LOAD <br />TABLES <br />(CAST-CRETE) <br />150 MPH EXP. B <br />ARCHITECT - <br />STATE OF FLOPJDA <br />MAMSOMUCHAaRA <br />AR NO 93723 <br />DAM 10/19/17 <br />SCAUD 1/4"=1'-0" <br />al1111111M <br />1B.1 <br />