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5AFE LOAD T,45LE,5 <br />FOR GRAvITY, UPLIFT a LATERAL LOADS <br />5' PRECAST 4 PRESTRESSED U-LINTEL5 <br />4^=r_4M" <br />GORA V i T T' <br />LENGTH TYPE <br />SUS <br />8F8-0B <br />8FI2-0B <br />16-0 <br />20-0 <br />24- <br />25-0 <br />32-08 <br />BPS-115 <br />8F12-18 <br />8FI6-6 <br />BF20-IB <br />SF24-IB <br />SF28-IB <br />OF32-15 <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />3166 <br />4413 <br />603E <br />1526 <br />5004 <br />10412 <br />11936 <br />3'-6' (42') PRECAST <br />2302 <br />3135 <br />3311 <br />4689 <br />6001 <br />1315 <br />8630 <br />9941 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />11936 <br />4'-0' C48') PRECAST <br />2029 <br />2325 <br />2496 <br />3461 <br />4438 <br />5410 <br />63s4 <br />1355 <br />2646 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-6' (54') (PREGA51' <br />1651 <br />1181 <br />1913 <br />2651 <br />3403 <br />4149 <br />4896 <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'(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 />6'-6' C18°) PRECAST <br />931 <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />MVI <br />4585 <br />1255 <br />1 2101 <br />1 3396 <br />5260 <br />1 1134 <br />8995 <br />6890 <br />T-6' (90')PRECAST <br />161 <br />1029 <br />1615 <br />2385 <br />M34 <br />2435 <br />2886 <br />3333 <br />1029 <br />1615 <br />2610 <br />3539 <br />5596 <br />6613 <br />5041 <br />9'-4' (112') PRECAST <br />513 <br />632 <br />1049 <br />1469 <br />1210 <br />1482 <br />1154 <br />2021 <br />1(8 <br />1212 <br />1518 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6'(126') PREGAST <br />456 <br />482 <br />802 <br />1125 <br />915 <br />1122 <br />1328 <br />1535 <br />655 <br />1025 <br />1514 <br />2061 <br />2114 <br />3130 <br />2404 <br />II'-4' (136') PRECAST <br />445 <br />598 <br />535 <br />1365 <br />1854 <br />2355 <br />I193 <br />2015 <br />598 <br />1 935 <br />1 1365 <br />1554 <br />2441 <br />3155 <br />4044 <br />12'-O'l144") PRECAST <br />414K45 <br />864 <br />1254 <br />1689 <br />2014 <br />1510 <br />isle <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3590 <br />13'-4' (160') PRECAST <br />362 <br />126 <br />1028 <br />1331 <br />1635 <br />1224 <br />1415 <br />145 <br />1016 <br />1436 <br />1855 <br />2343 <br />2920 <br />14'-0'(168') PRECAST <br />338 <br />C,45 <br />9IS <br />1190 <br />1462 <br />1081 <br />1260 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />PRESTRESSED <br />N.R.465, <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />1 165 <br />1310 <br />2045 <br />2610 <br />3185 <br />3165 <br />I5'-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 />1 1250 <br />1655 <br />1 2310 <br />2550 <br />1 3410 <br />11'-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 />1800 <br />2200 <br />2600 <br />19'-4' (232') PRESTRE55ED <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')F'RESTRESSED <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 />1150 <br />2110 <br />22'-0'(264')PRE5TRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />160 <br />300 <br />5l0 <br />Bl0 <br />250 <br />660 <br />1910 <br />24'-0T288') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />7 <br />240 <br />410 <br />120 <br />1030 <br />1350 <br />1610 <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 masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />5. Rebar provided in precast lintel per ASTM A615 GR6,0. <br />Field rebar per ASTM A615 GR40 or GR&O. <br />6. Prestressing strand per ASTM A416 grade <br />210 low relaxation. <br />1. 1/32 wire per A5TM A510. <br />8. Mortar per ASTM C210 type M or S. <br />6' PREGA5T 4 PRE5TRE55ED U-LINTEL5 <br />C•IN= <br />UPL <br />ITT <br />LATERAL <br />TYPE <br />LENGTH <br />8-1 <br />a-2 <br />12-IT <br />2-2T <br />16-IT <br />16-2T <br />20-11 <br />20-2 <br />24-1 <br />24-2 <br />25-IT <br />28-2 <br />SF32-IT <br />8F32-2T <br />8U8 <br />8Fb <br />T-10'(34') PRECAST <br />2111 <br />2818 <br />4101 <br />5332 <br />6569 <br />1811 <br />W55 <br />2021 <br />2021 <br />2121 <br />2154 <br />39s1 <br />5190 <br />6401 <br />1630 <br />8651 <br />3'-6' (42') PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />5219 <br />6204 <br />11W <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />5Oel <br />6061 <br />1036 <br />4'-0' (45') PRECAST <br />8i8 <br />1989 <br />2832 <br />3680 <br />4532 <br />5351 <br />6245 <br />938 <br />938 <br />1815 <br />1-125 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-Fi' (541) PRECAST <br />1660 <br />1162 <br />2501 <br />3251 <br />4010 <br />4161 <br />5525 <br />121 <br />121 <br />I660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4658 <br />5406 <br />5'-4' (64')PRECA5T <br />1393• <br />1464 <br />2110 <br />2141 <br />3315 <br />4010 <br />4645 <br />505 <br />505 <br />1393 <br />1431 <br />2050 <br />2610 <br />3293 <br />3920 <br />4549 <br />PRECAST <br />1212' <br />1351 <br />1530 <br />2505 <br />3084 <br />3665 <br />4241 <br />418 <br />416 <br />1272 <br />1315 <br />1815 <br />2441 <br />3010 <br />3583 <br />4151 <br />6'-6' (18') PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />2169 <br />3290 <br />3612 <br />101 <br />881 <br />1141 <br />1182 <br />1654 <br />2192 <br />2103 <br />3216 <br />3132 <br />(90')PRECAST <br />959• <br />912 <br />4l5 <br />914 <br />2354 <br />2191 <br />3240 <br />651 <br />990 <br />102-3 <br />1466 <br />1901 <br />2351 <br />2151 <br />3245 <br />591 <br />9'-4' (112") PREGAST <br />Do'. <br />612 <br />980 <br />I269 <br />1560 <br />1852 <br />2144 <br />454 <br />630 <br />801 <br />155 <br />1192 <br />1550 <br />1910 <br />2211 <br />2634 <br />10'-6'(126') PRECAST <br />116• <br />49B <br />193 <br />1021 <br />1261 <br />1496 <br />1131 <br />396 <br />493 <br />ll6 <br />1 611 <br />1039 <br />1389 <br />1111 <br />2034 <br />2356 <br />Il'-4' (136') PRECAST <br />43S <br />696 <br />899 <br />1104 <br />130E <br />1515 <br />363 <br />556 <br />535 <br />905 <br />1295 <br />1595 <br />1896 <br />2198 <br />12'-O'(144') PRECAST <br />400 <br />631 <br />516 <br />1001 <br />Q6 <br />1312 <br />340 <br />454 <br />P45a- <br />486 <br />BIB <br />1209 <br />1514 <br />I199 <br />2086 <br />13'-4' (160') PRECAST <br />Sam <br />532 <br />686 <br />Bat <br />1 <br />53 <br />302 <br />398 <br />409 <br />682 <br />1004 <br />1361 <br />6 <br />1631 <br />1891 <br />14'-VOrva') PREGAST <br />316 <br />493 <br />635 <br />ll8 <br />922 <br />1065 <br />286 <br />360 <br />54s <br />I 318 <br />625 <br />922 <br />1254 <br />1561 <br />1816 <br />14'-8' CIl6') PRESTRESSED <br />243 <br />2!6 <br />455 <br />5el <br />124 <br />e51 <br />990 <br />N.R <br />351 <br />243 <br />352 <br />582 <br />852 <br />I156 <br />14SI <br />1142 <br />15'-4' 1184') PRESTRESSEDK1445 <br />2l8 <br />430 <br />553 <br />Ell <br />801 <br />92S <br />N.R <br />321 <br />325 <br />542 <br />1.51 <br />1012 <br />1351 <br />I616 <br />IT-4' (208•)PRE5TRES5ED <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />216 <br />445 <br />649 <br />514 <br />1121 <br />1389 <br />IV-4' (232') PRESTRESSED <br />201 <br />313 <br />401 <br />490 <br />515 <br />66l <br />N.R. <br />204 <br />239 <br />383 <br />550 <br />l36 <br />940 <br />1160 <br />21'-4' (256')PRE5TRE5SED <br />166 <br />218 <br />356 <br />433 <br />S12 <br />590 <br />N.R. <br />112 <br />142 <br />212 <br />336 <br />411 <br />635 <br />80l <br />993 <br />2T-O'(264')PRESTRESSED <br />140 <br />150 <br />268 <br />343 <br />418 <br />493 <br />568 <br />N.R <br />161 <br />131 <br />205 <br />322 <br />451 <br />601 <br />ill <br />541 <br />24'-O'(288') PRESTRESSED <br />12l <br />165 <br />T44 <br />312 <br />380 <br />44-1 <br />515 <br />N.R <br />135 <br />I24 <br />I86 <br />2901 <br />406 <br />1 535 <br />1 680 <br />533 <br />-REDUCE VALUE BT 25% FOR &R.ADE 40 FIELD REBAR <br />8' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />TYPE <br />LENGTH TYPE <br />DFF-6-00 <br />elm-05 <br />8RF14 <br />19-0 <br />8RF22-m <br />9IW26- <br />8RF30-0B <br />6 <br />5WO-15 <br />OW14-IB <br />SWIS-IB <br />SW22-IB <br />SRF26-I13 <br />9RF30-115 <br />4'-4' (52') PRECAST <br />I591 <br />3053 <br />2582 <br />3954 <br />4929 <br />5904 <br />6880 <br />1489 <br />1821 <br />3412 <br />4982 <br />6,412 <br />1941 <br />9416 <br />10818 <br />4'-6' (54') PRECAST <br />1351 <br />1449 <br />2182 <br />2114 <br />3600 <br />4451 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />'1416 <br />10518 <br />5'-8' C68') PRECAST <br />832 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />i85 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5814 <br />6839 <br />5'-10'C10')PREGAST <br />135 <br />119 <br />1500 <br />1449 <br />IB24 <br />2400 <br />2616 <br />3352 <br />1103 <br />2051 <br />3511 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-8' (80')PREGAST <br />822 <br />80l <br />Ibll <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />901 <br />1611 <br />2933 <br />4100 <br />6130 <br />Bill <br />(1101 <br />1'-6' (90')PREGA5T <br />161 <br />1311 <br />2252 <br />1958 <br />2451 <br />2944 <br />3439 <br />665 <br />164 <br />1311 <br />2325 <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-8' (116') PRECAST <br />311 <br />420 <br />534 <br />1253 <br />i0li <br />342 <br />Ib14 <br />1886 <br />535 <br />928 <br />14el <br />2119 <br />7 <br />3595 <br />2815 <br />S' PREGAST W/ 2' RECESS DOOR U-LINTELS <br />4^Wr_4ffM <br />UFL IFT <br />ATERA <br />TYPE <br />LENGTI-I <br />8RF6-IT <br />sRFIC-IT <br />8RFi4-IT <br />BRFIs-m <br />5RF22-IT <br />8W26-IT <br />SW30-I <br />6-2T <br />5WIO-2T <br />5W14.2T <br />9RFIs-2T <br />8RF12-27 <br />s1.IF26-2 <br />sRF30-2 <br />BRIT <br />BRF <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4961 <br />5525 <br />932 <br />932 <br />1244 <br />1519 <br />2339 <br />3110 <br />4005 <br />4s50 <br />5696 <br />4'-6' (54') PRECAST <br />1192 <br />1501 <br />2311 <br />3121 <br />3931 <br />4156 <br />5511 <br />8S3 <br />1192 <br />1455 <br />2240 <br />3036 <br />3831 <br />4643 <br />5453 <br />553 <br />5'-8' C68') PRECAST <br />924• <br />12 <br />l95 <br />2423 <br />3055 <br />3689 <br />4325 <br />S01 <br />501 <br />924 <br />1132 <br />1141 <br />2351 <br />2918 <br />3603 <br />4230 <br />5'-IC' C10") PREGAST <br />596• <br />1138K <br />2352 <br />2965 <br />3551 <br />4155 <br />469 <br />896 <br />1095 <br />2288 <br />2891 <br />3491 <br />4106 <br />469 <br />6'-8' (80')PREGA5T <br />115 <br />552 <br />2042 <br />2513 <br />3101 <br />3642 <br />630 <br />1100 <br />115 <br />956 <br />1981 <br />250E <br />3035 <br />3563 <br />1'-6' C90") PRECAST <br />658 <br />691 <br />810 <br />2280 <br />2153 <br />3221941 <br />658 <br />849 <br />1162 <br />2225 <br />2690 <br />315i <br />PREGAST <br />533•433 <br />1123 <br />1413 <br />1104 <br />1595l116') <br />516 <br />614 <br />521 <br />1369 <br />1126 <br />2055 <br />2450 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />5 REBAR A7 TOP <br />MIN. ! V REQ'D <br />1-1/2' CLEAR <br />TYPE DESIGNATION a <br />F = FILLED WITH GROUT / U UNFILLED Q <br />QUANTITY OF 5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />= <br />Z <br />CM.U. <br />GROUT <br />aF1( - <br />Z <br />=15AT <br />L <br />�q <br />• • <br />5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />NOMINAL WIDTH QUANTITY OF 5 <br />NOMINAL HEIGHT REBAR AT TOP <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />1-5/8'AC7UAL <br />8' <br />NOMINAL WIDTH <br />(VARIES) <br />GENERAL 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 1_/360 vertical deflection, except lintels 1T-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. Gast -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 315 and ACI 530 <br />SAFE LOAD TABLE NOTES <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 />addional reinforced masonry above the precast lintel. <br />6. One -1 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 lintel heights not shown, use safe load From next lower height. <br />9, All safe loads In units of pounds per linear foot. <br />ASCNITICT• <br />6 <br />Growl! <br />Al N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abCesigngroup.mm <br />AA #: 0003325 <br />Z <br />y <br />0 <br />F <br />h <br />W <br />0 <br />c <br />7 U-017. Z X,071 <br />SILVERADO <br />LOT #22 <br />BLK #6 <br />PIROJMT# <br />04128.000-02261 <br />1LODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGZ ST ZNQ: <br />RIGHT <br />PAGE: <br />SAFE LOAD <br />TABLES <br />(CAST—CRETE) <br />V. 150 MPH EXP. B <br />ARCHITECT. - <br />STATE OF FLORA <br />DATJC: 11/8/17 <br />SCAM: 1/4"=1• — 0" <br />6*Ec T <br />1B.1 <br />