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54FE L04D TA5LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />S' PRECAST a PRESTRESSED U-LINTELS <br />G;RA <br />V I T i <br />LENGTH TYP <br />We <br />8F8-06 <br />8F12-0B <br />Ir— <br />20- <br />24-0 <br />28-0 <br />32- <br />OFO-15 <br />OF12-IS <br />01"16-I5 <br />0`20-I5 <br />8F24-113 <br />OF28-I5 <br />OF32-IB <br />2'-10*(34') PRECAST <br />2302 <br />3166 <br />4413 <br />603E <br />1526 <br />5004 <br />10412 <br />11936 <br />316(0 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />3'-6' l42') PRECAST <br />2302 <br />3138 <br />3311 <br />4689 <br />6m01 <br />1315 <br />8630 <br />9941 <br />3166 <br />4413 <br />603E <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-0' l48") PRECAST <br />2029 <br />2325 <br />2456 <br />3461 <br />4438 <br />5410 <br />6384 <br />1358 <br />2646 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />11936 <br />4'-6' (54') PRECAST <br />1651 <br />Nal <br />IS13 <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 />1164 <br />1223 <br />1301 <br />1S09 <br />2311 <br />2820b <br />3336 <br />3846 <br />1665 <br />2889 <br />5051 <br />6096 <br />54001 <br />6424 <br />1450 <br />5'-la'Cl0')PRECAST <br />S12 <br />1000 <br />1059 <br />1414 <br />1869 <br />2304 <br />1 2121 <br />3131 <br />1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />5280 <br />6122 <br />(W-6"C18') 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 />8995 <br />6690 <br />1'-ro' (90')PRECAST <br />161 <br />102E <br />1615 <br />2385 <br />1994 <br />243E <br />2866 <br />3333 <br />102E <br />1615 <br />2610 <br />3839 <br />5596 <br />6613 <br />5041 <br />9'-4' (112') PRECAST <br />513 <br />632 <br />104E <br />1469 <br />1210 <br />1482 <br />1154 <br />2021 <br />1(08 <br />1212 <br />1816 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6'C126'J PRECAST <br />4c�6 <br />462 <br />802 <br />1125 <br />915 <br />1122 <br />1326 <br />1535 <br />658 <br />1025 <br />1514 <br />2081 <br />2114 <br />3130 <br />2404 <br />ll'-4' 036') PRECAST <br />445 <br />598 <br />935 <br />1365 <br />1S54 <br />2355 <br />II93 <br />2015 <br />598 <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-O'1144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />169E <br />2014 <br />1510 <br />leis <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3590 <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 />1 1016 <br />1438 <br />1855 <br />2343 <br />2920 <br />PRECAST <br />338 <br />361 <br />b48 <br />919 <br />1190 <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2(obb <br />PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />465 <br />I65 <br />1310 <br />2045 <br />2610 <br />3185 <br />3165 <br />15'-4' 084') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />420 <br />ro95 <br />1250 <br />1655 <br />2310 <br />20SO <br />3410 <br />Il'-4'(208')FIRESTRESSED <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 />180m <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 />tam <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 />183 <br />330 <br />610 <br />S40 <br />1-140 <br />1180 <br />2110 <br />22'-0'(264')PRE6TRE6SED <br />NR <br />NR <br />NR <br />NR <br />NR <br />ib0 <br />300 <br />510 <br />010 <br />1250 <br />24'-Ot288') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />arNRNRN.R. <br />13m <br />240 <br />470 <br />120 <br />1030 <br />MATERIALS <br />I. F'c precast lintels - 3500 psi. <br />2. F'c prestressed lintels - 6000 psi. <br />3. r'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 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 A510. <br />8. Mortar per ASTM C210 type M or S. <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />Ai" Rf�r <br />Uf=L- FT <br />LATERAL <br />TYPE <br />LENGTH <br />SF8-IT <br />6-2 <br />EELI <br />124T <br />16-IT <br />16-2T <br />20-IT <br />20-2 <br />24-IMe-IT <br />24-2 <br />28-2 <br />SF32-IT <br />SF32-2T <br />BUS <br />are <br />2'-10'(34'J PRECAST <br />2121 <br />2618 <br />4101 <br />5332 <br />6569 <br />1811 <br />9055 <br />2021 <br />2021 <br />2121 <br />2184 <br />3981 <br />51W <br />6401 <br />1630 <br />885I <br />V-6' (42') PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />521E <br />6204 <br />1192 <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />50SI <br />6061 <br />1036 <br />4'-0' C48') PRECAST <br />1818 <br />1989 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />938 <br />We <br />1818 <br />IS25 <br />2150 <br />3583 <br />14422 <br />1 5264 <br />VIC <br />4'-6' (54') PRECAST <br />1660 <br />i162 <br />2501 <br />3251 <br />4010 <br />41ro1 <br />5525 <br />121 <br />121 <br />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4656 <br />5406 <br />V-4' (64')PRECAST <br />1393• <br />1464 <br />2110 <br />2141 <br />33I5 <br />4010 <br />4648 <br />505 <br />505 <br />1393 <br />1431 <br />2050 <br />2610 <br />32S3 <br />3920 <br />4549 <br />51-101(101) PRECAST <br />1212• <br />1351 <br />1930 <br />2505 <br />3084 <br />3665 <br />4241 <br />418 <br />418 <br />1212 <br />1315 <br />1815 <br />2441 <br />3010 <br />3583 <br />4151 <br />PRECAST <br />114" <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />l(Dl <br />S81 <br />1141 <br />11S2 <br />1684 <br />2le2 <br />2103 <br />32Iro <br />3132 <br />1'-6' (9O')PRECAST <br />959• <br />912 <br />1415 <br />1914 <br />2354 <br />2191 <br />3240 <br />591 <br />651 <br />SW <br />1029 <br />1466 <br />1901 <br />2351 <br />21S1 <br />3245 <br />9'-4' (112') PRECAST <br />801• <br />612 <br />SW <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'-rc'(12(o') PRECAST <br />Itb• <br />498 <br />Ilia <br />1021 <br />1261 <br />14S& <br />1131 <br />396 <br />493 <br />116 <br />611 <br />1039 <br />1389 <br />111I <br />2034 <br />2358 <br />ll'-4' (136') PRECAST <br />666• <br />43S <br />696 <br />899 <br />1104 <br />1309 <br />1515 <br />363 <br />556 <br />905 <br />1295 <br />1595 <br />1896 <br />2198 <br />12'-0'(144') PRECAST <br />631 <br />816 <br />loot <br />1186 <br />1312 <br />340 <br />494 <br />ale <br />120E <br />1514 <br />II99 <br />2086 <br />13'-4' (160') PRECAST <br />1458-3V. <br />532 <br />686 <br />841 <br />99i <br />302 <br />398 <br />682 <br />1004 <br />1361 <br />163-1 <br />8 <br />1891 <br />14'-O'(168') PRECAST <br />493 <br />635 <br />lie <br />922 <br />1065 <br />286 <br />360 <br />548 <br />318 <br />629 <br />922 <br />1254 <br />156i <br />1816 <br />14'-8' (116'J PRESTRESSED <br />243 <br />295 <br />459 <br />551 <br />124 <br />851 <br />990 <br />N.R. <br />351 <br />243 <br />352 <br />562 <br />852 <br />1156 <br />1 1491 <br />1141 <br />5'-4' (184') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />bit <br />801 <br />925 <br />N.R. <br />321 <br />228 <br />32S <br />542 <br />191 <br />1012 <br />1381 <br />161ro <br />Il'-4' (208')PRE6TRESSED <br />lea <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />188 <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 />49O <br />518 <br />661 <br />N.R. <br />204 <br />165 <br />23S <br />383 <br />550 <br />136 <br />940 <br />1160 <br />21'-4' (256')PRESTRESSED <br />145 <br />186 <br />218 <br />356 <br />433 <br />512 <br />590 <br />N•R <br />112 <br />142 <br />212 <br />336 <br />411 <br />635 <br />WI <br />SW <br />22'-0"(26W)PRESTRESSED <br />140 <br />180 <br />268 <br />343 <br />418 <br />493 <br />568 <br />N.R. <br />I61 <br />131 <br />205 <br />322 <br />451 <br />601 <br />111 <br />S41 <br />24'-0'(258') PRESTRESSED <br />121 <br />165 <br />244 <br />312 <br />BaO <br />441 <br />515 <br />N.R. <br />135 <br />124 <br />186 <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 />M <br />r-:zRAVITi <br />TYPE <br />81�Im-mB <br />BI�Ia• <br />18-m <br />81lP22- <br />6- <br />81 50-08 <br />LENGTH <br />OW <br />BRF10-1B <br />OW14-IB <br />elaFle-B <br />OW22-IS <br />9RF26-IB <br />8RF30415 <br />4'-4' (52') PRECAST <br />1489 <br />3053 <br />2982 <br />3954 <br />4929 <br />59m4 <br />6880 <br />N44S <br />3412 <br />4982 <br />6412 <br />IS41 <br />9416 <br />10818 <br />4'-6' (54') PRECAST <br />1351 <br />2182 <br />2114 <br />3600 <br />4481 <br />5315 <br />6264 <br />3412 <br />4982 <br />b412 <br />1941 <br />9416 <br />108185'-8" <br />1602 <br />I550 <br />2 558 <br />2566 <br />3015 <br />35S5 <br />l68'JPRECAST <br />185 <br />2162 <br />4014 <br />6412 <br />6516 <br />5814 <br />6839 <br />119 <br />1500 <br />144E <br />1924 <br />2400 <br />2816 <br />3352 <br />5'-10" (1O') PRECAST <br />135 <br />1003 <br />2 I <br />3511 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-8' (50')PRECAST <br />822 <br />901 <br />1611 <br />2933 <br />2519, <br />3223 <br />3a12 <br />4522 <br />901 <br />I611 <br />2933 <br />4100 <br />6130 <br />bill <br />6101 <br />I61 <br />1311 <br />2252 <br />1958 <br />2451 <br />2944 <br />343E <br />665 <br />(90')PRECAST <br />164 <br />I311 <br />2329 <br />3609 <br />5492 <br />6624 <br />5132 <br />V-8' (116') PRECAST <br />311 <br />420 <br />834 <br />12" <br />1011 <br />1342 <br />1614 <br />1S86 <br />535 <br />928 <br />f 14SI <br />2119 <br />2618 <br />3595 <br />2815 <br />S' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />UFL FT <br />LATERAL <br />TYPE <br />LENGTH <br />8RF6-IT <br />I BRFIC-R <br />BW14-IT <br />0IWI8-rr <br />8RF72-1 <br />8W26-IT <br />BRP3m-IT <br />8RU <br />8RF <br />6-2T <br />8RFIm-2T <br />8RF14-2T <br />8RFI8-2T <br />SRF22-2T <br />OW26-2 <br />M-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 />4850 <br />5696 <br />4'-6' (54') PRECAST <br />1192 <br />1501 <br />2311 <br />3121 <br />393I <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' (68') PRECAST <br />924• <br />1112 <br />II95 <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'l1O')PRECAST <br />846• <br />t38 <br />1142 <br />2352 <br />2965 <br />3581 <br />41W <br />469 <br />896 <br />1099 <br />16W <br />22M <br />26SI <br />34SI <br />4106 <br />469 <br />6'-8' (80")PRECAST <br />116 <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />118 <br />956 <br />1468 <br />198I <br />2509 <br />3035 <br />3563 <br />1'-6" (SO') PRECAST <br />688 <br />691 <br />1325 <br />1610 <br />2280 <br />2153 <br />3221 <br />110 <br />S41 <br />688 <br />84S <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />9'-8' (116') PRECAST <br />533•I <br />433 <br />SID8 <br />1123 <br />1413 <br />1104 <br />I995 <br />614 <br />533 <br />521 <br />1009 <br />1369 <br />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 />DESICxNATION <br />4 <br />Iz- <br />F - FILLED WITH GROUT / U - UNFILLED <br />Q <br />14 <br />QUANTITY OF S REBAR A7 <br />BOTTOM OF LINTEL CAVITY <br />Z <br />L <br />GROUT <br />OF1(o <br />- <br />z <br />-15/1T <br />�q <br />"5 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 />1-5/8'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 Il'-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 />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 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 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 />A R C R I T R C T <br />Design <br />Grou 1n�. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 _— <br />m <br />x <br />m <br />0 <br />y <br />0 <br />F <br />0 <br />N <br />aXn DXV. & LOT <br />SILVERADO <br />LOT 42 <br />BLK 6 <br />PROJECT/ <br />04128.000-04261 <br />MODE1t <br />4EAB <br />"1672—ARIA" <br />GARAGE 8N1NG: <br />RIGHT <br />PAGE <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />APK>V ECT. <br />STATE OF FLOM <br />6 1 <br />t%,, <br />rpD TM 10/19/17 <br />RICA&M 1/4"=1'-0" <br />a1�ET <br />1B.1 <br />