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SAFE LOAD T,45LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />B" PRECAST 4 PRESTRESSED U-LINTELS <br />C, <br />GRAVITY' <br />TYPEi3U8 <br />LENGTN <br />8F8-06 <br />8FI2-0B <br />16-032- <br />SFB-IB <br />SM-1B <br />8FI6-IBL4438 <br />8F24-IB <br />8F28-18 <br />8F32-18 <br />2'-I0'l34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />W04 <br />10412 <br />11936 <br />3166 <br />4413 <br />6039 <br />S004 <br />10412 <br />11936 <br />3'-6' C42') PRECAST <br />2302 <br />3138 <br />3311 <br />4689 <br />1315 <br />8630 <br />9941 <br />3i66 <br />4413 <br />6039 <br />S004 <br />10412 <br />Ii936 <br />4'-0" C48') PRECAST <br />202c� <br />2325 <br />24% <br />3461 <br />5410 <br />6384 <br />1358 <br />2646 <br />1 4413 <br />1 6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-6' C84') PRECAST <br />1651 <br />lial <br />1913 <br />2651 <br />3403 <br />4149 <br />4896 <br />5644 <br />2110 <br />4021 <br />603E <br />1526 <br />9004 <br />10412 <br />%68 <br />5'-4" (64') PRECAST <br />1184 <br />1223 <br />1301 <br />Woe <br />2311 <br />2826 <br />3336 <br />3846 <br />1665 <br />288E <br />5051 <br />609b <br />5400 <br />6424 <br />1450 <br />5'-10'C10') PRECAST <br />512 <br />!OOV <br />1051 <br />1414 <br />1889 <br />2304 <br />2121 <br />3131 <br />1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />5280 <br />6122 <br />6'-6' 118°) PRECAST <br />931 <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3911 <br />45W <br />1255 <br />1 2101 <br />13315& <br />5260 <br />1134 <br />8995 <br />65W <br />1'-6' l9(d')PREGAST <br />l6l <br />102E <br />Ir.-IS <br />2385 <br />1994 <br />243E <br />2896 <br />3333 <br />102E <br />1615 <br />2610 <br />3839 <br />5556 <br />6613 <br />5041 <br />9'-4' C112') PRECAST <br />5l3 <br />632 <br />1049 <br />1469 <br />1210 <br />1482 <br />1154 <br />2021 <br />166 <br />1212 <br />1816 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6"C126') PRECAST <br />456 <br />482 <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 />Il'-4' (136') PRECAST <br />445 <br />598 <br />935 <br />1365 <br />1854 <br />2355 <br />1193 <br />2015 <br />598 <br />I 935 <br />1 1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-O'(144") PRECAST <br />qiq <br />545 <br />864 <br />1254 <br />1689 <br />2014 <br />1510 <br />1818 <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />35W <br />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 />1855 <br />2343 <br />2920 <br />14'-O'(168') 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 />26bb <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 />3155 <br />3165 <br />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 />855 <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 />950 <br />400 <br />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 />low <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 />163 <br />1 330 <br />1 610 <br />S40 <br />1340 <br />IIBO <br />2110 <br />22'-0'(264')PRE6TRESSED <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'-Ot288') 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 />1 iATERIAL5 <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 C90 w/ <br />minimum net area compressive strength = IWO psi. <br />5. Rebar provided In precast lintel per ASTM A615 GR6m. <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 />8. Mortar per ASTM C210 type M or S. <br />5" PRECAST 4 PRESTRESSED U-LINTELS <br />Rrn <br />UPL FT <br />LATERAL <br />TYP <br />LENGTH <br />8-1 <br />12-IT <br />16-IT <br />20-IT <br />24-I <br />SF2a-IT <br />8F32-IT <br />Su8 <br />BF8 <br />6-2 <br />12-2T <br />16-2T <br />20-2 <br />24-2 <br />26-2 <br />BF32-2T <br />2'-10'(34') PRECAST <br />2121 <br />2818 <br />4101 <br />5332 <br />6569 <br />1811 <br />9055 <br />2021 <br />2021 <br />2121 <br />2184 <br />3981 <br />5190 <br />6401 <br />1630 <br />5651 <br />3'-6' (42') PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />5211 <br />6204 <br />1192 <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />SCSI <br />6061 <br />1036 <br />4'-0' (48') PRECAST <br />18-18 <br />1989 <br />2632 <br />3680 <br />4532 <br />5381 <br />6245 <br />S38 <br />538 <br />1618 <br />1925 <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 />1 5525 <br />-121 <br />'12-1 <br />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4658 <br />5406 <br />5'-4' C64") 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 />32W <br />3920 <br />4549 <br />51-101(101) PRECAST <br />1212" <br />1351 <br />IWO <br />2505 <br />3084 <br />3665 <br />4241 <br />418 <br />418 <br />1212 <br />1315 <br />1 1815 <br />2441 <br />3010 <br />3583 <br />4151 <br />PRECAST <br />1141" <br />1200 <br />1 1133 <br />2250 <br />2169 <br />3290 <br />3612 <br />101 <br />ea-1 <br />1141 <br />1162 <br />1684 <br />2192 <br />2103 <br />3216 <br />3132 <br />1'-6" C90") PRECAST <br />059" <br />912 <br />1415 <br />IS14 <br />2354 <br />2191 <br />3240 <br />591 <br />651 <br />990 <br />102E <br />1466 <br />1901 <br />2351 <br />2151 <br />3245 <br />5'-4' (112') PRECAST <br />801" <br />612 <br />980 <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />630 <br />WI <br />155 <br />1192 <br />1550 <br />1510 <br />2211 <br />2634 <br />10'-6'(126') PRECAST <br />116" <br />498 <br />193 <br />1021 <br />1261 <br />14% <br />1131 <br />396 <br />493 <br />116 <br />611 <br />1035 <br />1389 <br />1111 <br />2034 <br />2358 <br />11'-4' (136') PRECAST <br />666" <br />439 <br />6% <br />899 <br />1104 <br />1309 <br />1515 <br />363 <br />556 <br />666 <br />535 <br />905 <br />1295 <br />15SS <br />1896 <br />2198 <br />12'-0'(144') PRECAST <br />601" <br />400 <br />631 <br />a* <br />1001 <br />1186 <br />1312 <br />340 <br />4S4 <br />631 <br />486 <br />ale <br />1209 <br />514 <br />1199 <br />Zrpg6 <br />13'-4' (160') PRECAST <br />500" <br />340 <br />532 <br />686 <br />S41 <br />99l <br />1153 <br />302 <br />398 <br />513 <br />409 <br />682 <br />1004 <br />1361 <br />1631 <br />1891 <br />14'-O'(168'J PRECAST <br />458" <br />316 <br />493 <br />635 <br />1-18 <br />922 <br />1065 <br />286 <br />360 <br />545 <br />318 <br />629 <br />922 <br />1254 <br />1561 <br />1816 <br />I4'-8' lll6') P9TRESSED <br />243 <br />295 <br />459 <br />591 <br />124 <br />85l <br />990 <br />N.R. <br />35l <br />243 <br />352 <br />562 <br />852 <br />1156 <br />1491 <br />1142 <br />15'-4' (ISd') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />611 <br />801 <br />925 <br />N.R. <br />321 <br />228 <br />329 <br />542 <br />191 <br />1012 <br />1381 <br />Ibl6 <br />Il'-4' (208')PRESTRE55ED <br />ISO <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />lea <br />216 <br />449 <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 />66l <br />N.R. <br />204 <br />165 <br />239 <br />383 <br />550 <br />136 <br />S40 <br />1160 <br />21'-4' (256')PRESTRESSED <br />145 <br />186 <br />218 <br />35Fi <br />433 <br />542 <br />590 <br />N•R, <br />112 <br />142 <br />212 <br />336 <br />411 <br />635 <br />801 <br />SW <br />22'-O'(264')PRESTRESSED <br />140 <br />ISO <br />268 <br />343 <br />418 <br />493 <br />568 <br />N.R. <br />I61 <br />131 <br />205 <br />322 <br />45l <br />601 <br />111 <br />947 <br />24'-0'(288')PRESTRESSED <br />121 <br />1 165 <br />1 244 <br />312 <br />380 <br />441 <br />515 <br />N.R. <br />135 <br />124 <br />1-290 <br />408 <br />538 <br />680 <br />833 <br />GENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />8" PRECAST W1 2' RECESS DOOR U-LINTELS <br />GRAVIT`i' <br />TYPE <br />sfwt <br />BFWIV-06 <br />OW14- <br />18- <br />S#M2-0 <br />sRF26- <br />8R=30-08 <br />LENGTH <br />6 <br />8RF6-I6 <br />BRFI0-16 <br />8RF14-16 <br />6W18-16 <br />BRF22-8 <br />VQF26-16 <br />8RF30-I6 <br />4'-4' (52") PRECAST <br />1489 <br />1591 <br />3053 <br />2982 <br />3354 <br />4329 <br />5904 <br />6880 <br />1821 <br />3412 <br />4982 <br />6412 <br />1941 <br />S416 <br />10618 <br />4'-6' (54') PRECAST <br />1351 <br />1445 <br />21B2 <br />2114 <br />3.600 <br />4481 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />'3416 <br />10818 <br />632 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />5'-8" (68')PRECAST <br />l85 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5814 <br />6639 <br />119 <br />1500 <br />144E <br />IS24 <br />2400 <br />2816 <br />3352 <br />PRECAST <br />135 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-8' (80')PRECAST <br />922 <br />901 <br />1611 <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />901 <br />1611 <br />2933 <br />4100 <br />6130 <br />8111 <br />blol <br />161 <br />1311 <br />2252 <br />I%a <br />2451 <br />2944 <br />3439 <br />665 <br />T-6' (SO")PRECA5T <br />164 <br />1311 <br />232E <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-8' (ll6') PRECAST <br />311 <br />420 <br />834 <br />1253 <br />loll <br />1342 <br />1614 <br />1806 <br />535 <br />S28 <br />1 1491 <br />2119 <br />2618 <br />3595 <br />2615 <br />S' PRECAST W1 2' RECESS DOOR U-LINTELS <br />UPL IFT <br />LATERA <br />TYPE <br />LENGTH <br />aRF6-IT <br />BRFIo-IT <br />8W4-IT <br />8IW18-IT <br />8RF22-17 <br />BRF26-17 <br />OW30-IT <br />DWO-2T <br />8RF14-ZT <br />BRFus-2T <br />OW22-2T <br />&W26-2 <br />3m-2 <br />aftre <br />aRF r. <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4961 <br />5825 <br />931 <br />932 <br />1244 <br />1515 <br />2339 <br />3110 <br />4008 <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 />3631 <br />4643 <br />5453 <br />853 <br />5'-S" C68') PRECAST <br />924" <br />1112 <br />1155 <br />2423 <br />3055 <br />3689 <br />4325 <br />501 <br />924 <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 />2965 <br />3581 <br />41W <br />469 <br />8136 <br />1099 <br />1690 <br />2288 <br />2891 <br />3491 <br />4106 <br />469 <br />(0'-8' (80')PRECA5T <br />ll8 <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />630 <br />1100 <br />118 <br />956 <br />1468 <br />1981 <br />2509 <br />3035 <br />3563 <br />1'-6' C90')PREGAST <br />688 <br />69l <br />1325 <br />1810 <br />22W <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' C116") PRECAST <br />533" <br />433 <br />Sob <br />1123 <br />1413 <br />1104 <br />1995 <br />516 <br />614 <br />533' <br />521 <br />1009 <br />1 1369 <br />1 1128 <br />1 208E <br />1 2450 <br />•REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />"5 REBAR AT TOP <br />MIN. (1) REQ'D <br />° <br />1-1/2' CLEAR <br />T`i'PE <br />DESIGNATION <br />-4 <br />42 <br />F . FILLED WITH GROUT / U UNFILLED <br />0 <br />FQUANTITY <br />OF 5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />Z� <br />�' <br />.a_ "' <br />E <br />GROUT <br />a1°1( 15/1T <br />_ <br />Z <br />�q <br />"5 REBAR AT BOTTOM <br />• • <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />QUANTITY OF 5 <br />REBAR AT TOP <br />1-5/8-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 IT-4' and <br />longer with a nominal height of 8' most 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 />S. 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 315 and ACI 530 <br />I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled <br />lintels must be reduced by 209. 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 [Intel. <br />6. One 'rl 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 />S, All safe loads In units of pounds per linear foot. <br />A R C N I T E C T 8 <br />Design <br />Grou In.. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774$078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: OOD3325 <br />F <br />x <br />U <br />m <br />0 <br />y <br />c <br />R <br />0 <br />E UNDIR Aa M;.! <br />SILVERADO <br />LOT #17 <br />BLK #6 <br />PROam" <br />04128.000-01761 <br />MODEic <br />4EBB <br />"1628-CALI" <br />GARAGE 9TRNG- <br />LEFT <br />PAGE: <br />SAFE LOAD <br />TABLES <br />(CAST-CRETE) <br />150 MPH EXP. B <br />DATM 11/07/17 <br />8CAL.W. 1 /4"=1' - 0" <br />Ewan T <br />1B.1 <br />