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5,AFE LOAD T,45LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />C 4 <br />GRAVIT`i' <br />TYP <br />LENGTH <br />SU8 <br />eF8-0B <br />8F12-0B <br />16- <br />0- <br />4- <br />8• <br />32- <br />eFe-IB <br />oFI2-I5 <br />OF* w15 <br />eF29>-IB <br />eF24-15 <br />8F28-I15 <br />eF32-16 <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />1193 6 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />3'-6' l42'J PRECAST <br />2302 <br />3138 <br />3311 <br />46Be <br />6001 <br />1315 <br />0630 <br />9941 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />11936 <br />4'-O' l48') PRECAST <br />2(D29 <br />2325 <br />2496 <br />34b1 <br />4430 <br />5410 <br />6384 <br />1358 <br />2646 <br />4413 <br />6035 <br />1526 <br />9004 <br />10412 <br />11936 <br />4'-6' (54') PRECAST <br />1651 <br />1181 <br />1513 <br />2651 <br />3403 <br />4149 <br />4896 <br />5644 <br />2110 <br />4021 <br />6039 <br />1526 <br />9004 <br />10412 <br />5668 <br />5'-4' (64") PRECAST <br />1184 <br />1223 <br />1301 <br />lone <br />2311 <br />2826 <br />3336 <br />3846 <br />1665 <br />200e <br />5051 <br />60% <br />5400 <br />6424 <br />1450 <br />5'-If0'C107 PRECAST <br />912 <br />1000 <br />10" <br />1414 <br />1889 <br />2304 <br />2121 <br />3131 <br />145e <br />2464 <br />4144 <br />5499 <br />4431 <br />5280 <br />6122 <br />6'-6' C18") PRECAST <br />931 <br />1255 <br />2101 <br />3263 <br />2146 <br />3359 <br />3911 <br />4585 <br />255 <br />2101 <br />3396 <br />5260 <br />1134 <br />8996 <br />6890 <br />1'-6' (90')PRECAST <br />16l <br />102E <br />1615 <br />2385 <br />1994 <br />2439 <br />2886 <br />3333 <br />1029 <br />1615 <br />2610 <br />3839 <br />5596 <br />6613 <br />5041 <br />9'-4' C112') PRECAST <br />513 <br />632 <br />104e <br />1469 <br />1210 <br />1482 <br />I154 <br />2021 <br />l68 <br />1212 <br />1818 <br />2544 <br />34be <br />4030 <br />3121 <br />ID'-6'1126') PRECAST <br />456 <br />482 <br />802 <br />1125 <br />elD <br />1122 <br />1326 <br />1535 <br />65a <br />1025 <br />1514 <br />20SI <br />2114 <br />3130 <br />2404 <br />II'-4' (136') PRECAST <br />445 <br />5se <br />935 <br />1365 <br />1654 <br />2355 <br />lle3 <br />2015 <br />598 <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-O'(144°) PRECAST <br />414 <br />545 <br />664 <br />1254 <br />1661 <br />2014 <br />1570 <br />1818 <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3590 <br />13'-4"(160')PREGAST <br />362 <br />421 <br />126 <br />1026 <br />1331 <br />1635 <br />1224 <br />1418 <br />405 <br />14a <br />1016 <br />1438 <br />1855 <br />2343 <br />2520 <br />14'-O'C168'J PRECAST <br />338 <br />381 <br />648 <br />91e <br />1190 <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />14'-8'lllb'J PRESTRESSED <br />NR, <br />N.R. <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 />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 />1855 <br />2310 <br />2890 <br />3410 <br />Il'-4'(208')F'IESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />310 <br />530 <br />S50 <br />1400 <br />1800 <br />2200 <br />2600 <br />IV-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 />IOW <br />1400 <br />1120 <br />2030 <br />21'-4' (25(v')PRESTRE5SED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />163 <br />330 <br />610 <br />940 <br />1340 <br />1180 <br />2110 <br />22'-O'(264')PRE5TRE65ED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />160 <br />300 <br />5120 <br />810 <br />1250 <br />1660 <br />1910 <br />24'-0t268') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />130 <br />2401 <br />410 <br />120 <br />1030 <br />1350 <br />1610 <br />MATERIALS <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 3/8' aggregate. <br />4. Concrete masonry units (Ci"IU) per ASTM C90 w/ <br />minimum net area compressive strength - Iwo psi. <br />5. Rebar provided In precast lintel per A5TM A615 GR60. <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 ASTM A510, <br />8. Mortar per ASTM C210 type M or S. <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />CR"r <br />UFL <br />FT <br />LATERAL <br />TYP <br />LENGTH <br />8-I <br />12-IT <br />16-It <br />m-IT <br />4- <br />28-IT <br />SF32-IT <br />8U8 <br />SFS <br />a-2 <br />i2-2 <br />16-2T <br />0-2 <br />24-2 <br />2a-2 <br />&-32-2T <br />2'-10'(34') PRECAST <br />2121 <br />2518 <br />4101 <br />5332 <br />6569 <br />loll <br />W55 <br />2021 <br />2021 <br />2121 <br />2184 <br />3981 <br />5190 <br />6401 <br />1630 <br />8851 <br />3'-6' (42') PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />5219 <br />6204 <br />II92 <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />50el <br />6061 <br />1m36 <br />4'-O' (48') PRECAST <br />Isis <br />leas <br />2832 <br />36a0 <br />4532 <br />5361 <br />6245 <br />938 <br />938 <br />1818 <br />1525 <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 />l2l <br />l2l <br />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4656 <br />5406 <br />5'-4" l64')PRECAST <br />1393- <br />1464 <br />2110 <br />2141 <br />3315 <br />4010 <br />4648 <br />505 <br />505 <br />1353 <br />1431 <br />2050 <br />2610 <br />3293 <br />3920 <br />4549 <br />PRECAST <br />1212• <br />1351 <br />1930 <br />2505 <br />3084 <br />3665 <br />4241 <br />418 <br />418 <br />1272 <br />1315 <br />1815 <br />2441 <br />3010 <br />3583 <br />4151 <br />PRECAST <br />1141, <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />101 <br />881 <br />1141 <br />1182 <br />1684 <br />21W <br />2103 <br />3216 <br />3132 <br />'1'-6' 0BO')PREGAST <br />95S- <br />512 <br />1415 <br />IS14 <br />2354 <br />2191 <br />3240 <br />651 <br />eW <br />iO29 <br />1466 <br />leml <br />2351 <br />2191 <br />3245 <br />591 <br />9'-4' (112') PRECAST <br />801• <br />612 <br />980 <br />1269 <br />I56O <br />1852 <br />2144 <br />454 <br />30 <br />801 <br />155 <br />II92 <br />1550 <br />1910 <br />2211 <br />2634 <br />10'-6Y126') PRECAST <br />116 <br />496 <br />i93 <br />1021 <br />1261 <br />1496 <br />1131 <br />493 <br />lib <br />611 <br />1039 <br />135E <br />I111 <br />2034 <br />2358 <br />396 <br />II'-4' 1136"J PRECAST <br />666• <br />439 <br />696 <br />899 <br />1104 <br />309 <br />1515 <br />363 <br />556 <br />666 <br />535 <br />905 <br />I295 <br />1595 <br />1896 <br />2198 <br />12'-0'(144') PRECAST <br />6011 <br />400 <br />631 <br />alb <br />1001 <br />1186 <br />1312 <br />340 <br />494 <br />631 <br />486 <br />818 <br />1205 <br />1 44 <br />1199 <br />2086 <br />13'-4"(16O')PRECAST <br />5m01 <br />340 <br />532 <br />666 <br />841 <br />-Al <br />1153 <br />302 <br />398 <br />513 <br />409 <br />682 <br />1004 <br />1361 <br />1631 <br />Iasi <br />I4'-O'(168'J PRECAST <br />4581 <br />316 <br />493 <br />635 <br />lie <br />922 <br />1065 <br />286 <br />36(D <br />548 <br />318 <br />629 <br />922 <br />1254 <br />1561 <br />1816 <br />l4'-8' lll6") PRESTRESSED <br />243 <br />295 <br />459 <br />591 <br />124 <br />85l <br />990 <br />N.R. <br />351 <br />243 <br />352 <br />582 <br />862 <br />1156 <br />14SI <br />1142 <br />15'-4' (184') PRESTRESSEA <br />229 <br />218 <br />430 <br />553 <br />611 <br />WI <br />925 <br />N R. <br />32l <br />220 <br />32S <br />542 <br />l91 <br />1012 <br />1361 <br />1616 <br />Il'-4' (2089FIRESTRE56ED <br />159 <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 />914 <br />1121 <br />1309 <br />IV-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 />23S <br />363 <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 />I1Z <br />142 <br />212 <br />336 <br />411 <br />635 <br />80l <br />993 <br />22'-O'(264')PRE8TRE55ED <br />140 <br />180 <br />265 <br />343 <br />418 <br />493 <br />`'68 <br />N.R. <br />161 <br />131 <br />205 <br />322 <br />451 <br />601 <br />111 <br />941 <br />24'-O'(2889FRESTRESSED <br />121 <br />I65 <br />244 <br />312 <br />38O <br />441 <br />515 <br />N.R. <br />135 <br />124 <br />186 <br />29O <br />408 <br />535 <br />680 <br />833 <br />GENERAL NOTES <br />-REDUCE VALUE 5Y 25% FOR GRADE 40 FIELD 1IE5AR <br />8' PRECAST W1 2' RECESS DOOR U-LINTELS <br />GRAViTY <br />TYPE <br />LENGTH <br />- <br />OWIC-05 <br />BRFI4- <br />16- <br />SRF22- <br />6 <br />8RF"_05 <br />SW6-15 <br />MFI0-15 <br />SW14-10 <br />8W18.15 <br />OFM2-15 <br />eIF26-15 <br />aRF30-15 <br />4'-4' (52') PRECAST <br />1489 <br />591 <br />1621 <br />3053 <br />3412 <br />2982 <br />49a2 <br />3954 <br />6412 <br />4929 <br />1941 <br />5904 <br />S416 <br />6880 <br />10815 <br />4'-6' (54') PRECAST <br />1351 <br />1449 <br />2182 <br />2114 <br />3600 <br />4481 <br />5375 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />10818 <br />(roe') PRECAST <br />532 <br />1602 <br />1550 <br />2055 <br />2566 <br />3015 <br />3585 <br />185 <br />1153 <br />1 2162 <br />4014 <br />1 6412 <br />6516 <br />1 5814 <br />6639 <br />PRECAST <br />l35 <br />lie <br />1500 <br />1449 <br />IS24 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />38111 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-8' (801)PRECAST <br />822 <br />90l <br />1611 <br />2933 <br />2516 <br />3223 <br />3612 <br />4522 <br />901 <br />1611 <br />2933 <br />4100 <br />6130 <br />Sill <br />6101 <br />1'-(c' (9O')PRECAST <br />161 <br />1311 <br />2252 <br />Iwo <br />2451 <br />2944 <br />343e <br />665 <br />164 <br />1311 <br />232E <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-8' (116') PRECAST <br />ail <br />420 <br />634 <br />1253 <br />1011 <br />1342 <br />1614 <br />le" <br />535 <br />928 <br />1491 <br />2119 <br />2619 <br />35W <br />2815 <br />S' PRECAST W1 2' RECESS DOOR U-LINTELS <br />UFL IFT <br />LATERAL <br />TYPE <br />LENGTH <br />8RF6-IT <br />OFSO-IT <br />SW14-IT <br />aWID-IT <br />OW22-IT <br />eRR26-IT <br />BRF30-I <br />81-6.2T <br />81FIC-2T <br />8RF14-2T <br />DIF18-2T <br />8RF22.2T <br />8RF26-2 <br />8RF30-2 <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4%1 <br />5825 <br />032 <br />932 <br />12. <br />1515 <br />233e <br />3110 <br />4006 <br />4850 <br />5696 <br />4'-b' (54') PRECAST <br />II92 <br />1501 <br />2311 <br />3121 <br />3931 <br />4156 <br />5511 <br />853 <br />II92 <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 />2357 <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 />4198 <br />469 <br />896 <br />IO99 <br />1690 <br />2298 <br />2891 <br />3491 <br />4106 <br />469 <br />6'-8' (SO1)PRECA5T <br />lia <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />1100 <br />11a <br />956 <br />1468 <br />1981 <br />2509 <br />3035 <br />3563 <br />830 <br />1'-6' (90')PREGAST <br />688 <br />69l <br />1325 <br />1510 <br />22W <br />2153 <br />322-1 <br />110 <br />941 <br />688 <br />64S <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />9'-S' lll6') PRECAST <br />533• <br />433 <br />WO <br />1123 <br />1413 <br />1104 <br />1995 <br />614 <br />533 <br />521 <br />1009 <br />1 1369 <br />1128 <br />1 2088 <br />2450 <br />516 <br />TYPE DESIGNATION <br />F - FILLED WITH GROUT / U - UNFILLED <br />FQUANTITY OF 5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />1�/IT <br />• <br />NOMINAL WIDTH L QUANTITY OF "5 <br />NOMINAL HEIGHT REBAR AT TOP <br />SAFE LOAD TABLE NOTES <br />*REDUCE VALUE 5Y 15% FOR GRADE 40 FIELD RE54R <br />-OD REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2' CLEAR <br />I. Provide full mortar head and bed Joints. <br />2. Shore filled lintels as required. <br />3. Installation or 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 ll'-4' and <br />longer with a nominal height of 8' meet or exceed L/I80. <br />Co. 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. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. <br />e. Safe load ratings based on rational design analysts per AGI 315 and ACI 530 <br />a= <br />Q <br />io Z <br />4t <br />s <br />_Z <br />1-5/8'ACTUAL[ � BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH (`/ARIE5) <br />a crT.u. <br />GROUT <br />"5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled <br />lintels must be reduced by 20a IF bearing length is less than 6-1/2'. <br />Safe loads For all recessed Ilntals based on 6' 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 vV providing <br />addlonal 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 helghts not shown, use safe load From next lower height. <br />9. All safe loads in units of pounds per linear Foot. <br />AEC E I T E C T S <br />6 <br />G e " In <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7745078 <br />FAX: 407-7744078 <br />www.abdeslgngroup"m <br />AA M: 0003325 <br />W <br />Do <br />h <br />k <br />a <br />y <br />A <br />eUDDIV. de LOTS <br />SILVERADO <br />LOT 18 <br />LOT 6 <br />PRO"WT# <br />04128.000-01861 <br />MODEL& <br />4EHB <br />"2605-HAYDEN" <br />QARAQR ewuda: <br />RIGHT <br />PAQS: <br />SAFE LOAD <br />TABLES <br />150 . MPH EXR B <br />ARCHITECT: <br />STATE OF FLOPoDA <br />PKINT <br />DATM 11/08/17 <br />8CAI.R: 1 /4"=1' - 0" <br />BMW= <br />1 B.1 <br />