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6AFE LOAD T,45LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />Ca,111111" <br />GRAVIT1' <br />TYPESUS <br />LENGTH <br />8F8-0B <br />8FI2-0B <br />16- <br />0- <br />24- <br />28-CEBF32-0 <br />BFe-IB <br />OF12-I15 <br />eFi6-I5 <br />8F20-I5 <br />8F24-I5 <br />8P28-115 <br />8P32- B <br />2'-10'(34`) PRECAST <br />2302 <br />3166 <br />4413 <br />603E <br />1526 <br />W04 <br />10412 <br />11936 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />3'-(o' (42') PRECAST <br />2302 <br />3139 <br />3311 <br />4689 <br />6001 <br />1315 <br />8630 <br />S941 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-O' C48') PRECAST <br />2029 <br />2325 <br />24% <br />3461 <br />4438 <br />5410 <br />6364 <br />1358 <br />2646 <br />4413 <br />1 6039 <br />1526 <br />W04 <br />10412 <br />IIW1b <br />4'-6' (54') PRECAST <br />1651 <br />Mel <br />1913 <br />1 2651 <br />3403 <br />4149 <br />40S6 <br />5644 <br />2110 <br />4021 <br />6039 <br />1526 <br />W04 <br />10412 <br />%68 <br />5'-4' (64') PRECAST <br />1164 <br />1223 <br />1301 <br />1809 <br />2311 <br />2826 <br />3336 <br />3846 <br />1665 <br />288B <br />5051 <br />60% <br />5400 <br />6424 <br />1450 <br />PRECAST <br />912 <br />1000 <br />1059 <br />1414 <br />IW'3 <br />2304 <br />2121 <br />3131 <br />1459 <br />2464 <br />4144 <br />545b <br />4431 <br />52W <br />6122 <br />6'-6' C18°) PRECAST <br />931 <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3911 <br />4585 <br />1255 <br />2101 <br />1 33% <br />5260 <br />1134 <br />8995 <br />6890 <br />1'-6' (90') PRECAST <br />lrol <br />1029 <br />1615 <br />2385 <br />1994 <br />2431 <br />2886 <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 />1045 <br />1469 <br />1210 <br />14e2 <br />1154 <br />2021 <br />168 <br />1212 <br />ibis <br />2544 <br />3469 <br />4030 <br />3121 <br />IO'-6'(126") PRECAST <br />456 <br />482 <br />802 <br />1125 <br />915 <br />1122 <br />1320 <br />1535 <br />659 <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 />5se <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-0'(144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />1689 <br />2014 <br />1510 <br />1618 <br />555 <br />864 <br />1254 <br />16,13 <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 />1016 <br />1438 <br />1855 <br />2343 <br />2920 <br />14'-O'(168') PRECAST <br />338 <br />351 <br />648 <br />919 <br />II90 <br />1462 <br />I061 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />14'-8'(il6') PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />465 <br />165 <br />1310 <br />2045 <br />2610 <br />3155 <br />3165 <br />15'-4'(184') PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />420 <br />695 <br />1250 <br />1855 <br />2310 <br />1 2890 <br />3410 <br />I'1'-4'(206')PRE5TRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />310 <br />530 <br />95O <br />1400 <br />1800 <br />2200 <br />2600 <br />IV-4' (232') PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />240 <br />400 <br />1 150 <br />1090 <br />1400 <br />1120 <br />2030 <br />21'-4' (2561) PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />183 <br />330 <br />610 <br />S40 <br />1340 <br />1180 <br />2110 <br />22'-0'(264')PRESTRE65ED <br />N.R. <br />MR <br />MR <br />MR <br />MR__ <br />MR <br />MR <br />MR <br />160 <br />300 <br />570 <br />810 <br />1250 <br />1 I660 <br />1910 <br />24'-0Y288') PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />130 <br />240 <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 3/6, 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 4510, <br />8. Mortar per ASTM C210 type M or S. <br />S' PRECAST 4 PRESTRESSED U-LINTELS <br />Ail 4t�ir <br />UFL <br />IFT <br />LATERAL <br />TYPE8-1 <br />LENGT+I <br />12-IT <br />16-IT <br />20-IT <br />24-IT <br />28-IT <br />8P32-IT <br />SF8 <br />8-2 <br />12-2 <br />I6-2T <br />0-2 <br />24-2[5381 <br />28-2 <br />8F32-2T8 <br />2'-10'(34") PRECAST <br />2121 <br />2818 <br />4101 <br />5332 <br />6569181I <br />9055 <br />2021 <br />2021 <br />2121 <br />2184 <br />3981 <br />51W <br />6401630 <br />W51 <br />3'-6' (42') PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />521E <br />204 <br />1192 <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />5091 <br />061 <br />1036 <br />4'-O' (48') PRECAST <br />isle <br />1969 <br />2832 <br />36M <br />4532 <br />6245 <br />93S <br />938 <br />1818 <br />1925 <br />2150 <br />3583 <br />4422 <br />264 <br />6110 <br />4'-6' (54') PRECAST <br />1660 <br />1162 <br />2501 <br />3251 <br />4010 <br />4161 <br />5525 <br />121 <br />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4658 <br />5406 <br />121 <br />5'-4" f64')PRECAST <br />1393• <br />14S4 <br />2110 <br />2141 <br />3315 <br />4010 <br />4648 <br />505 <br />505 <br />1393 <br />1431 <br />2050 <br />2610 <br />3293 <br />3920 <br />454E <br />PRECAST <br />1212• <br />1351 <br />IS30 <br />2505 <br />3084 <br />3665 <br />4241 <br />416 <br />418 <br />1212 <br />1315 <br />le15 <br />2441 <br />3010 <br />3583 <br />1 4151 <br />6'-6' (18°) PRECAST <br />114P <br />1200 <br />1133 <br />2250 <br />2169 <br />3290r2r.34 <br />101 <br />881 <br />1141 <br />1162 <br />1604 <br />21S2 <br />2103 <br />3216 <br />(90')PRECABT <br />959• <br />912 <br />1415 <br />IS14 <br />2354 <br />2191 <br />651 <br />990 <br />1029 <br />1466 <br />1901 <br />2351 <br />2191 <br />591 <br />9'-4' (112') PRECAST <br />801• <br />612 <br />980 <br />1269 <br />1560 <br />1652 <br />454 <br />30 <br />Sol <br />155 <br />1192 <br />1550 <br />1910 <br />2211 <br />10'-6"(I2(o') PRECAST <br />116• <br />498 <br />193 <br />1021 <br />1261 <br />14% <br />1131 <br />396 <br />493 <br />116 <br />611 <br />1039 <br />1389 <br />1111 <br />2034 <br />2358 <br />Il'-4' (136') PRECAST <br />666• <br />439 <br />696 <br />899 <br />1104 <br />1309 <br />1515 <br />363 <br />556 <br />bbb <br />535 <br />905 <br />1295 <br />IS% <br />IS% <br />2198 <br />12'-O'(144') PRECAST <br />601• <br />400 <br />631 <br />616 <br />1001 <br />1186 <br />1312 <br />340 <br />494 <br />631 <br />4e6 <br />818 <br />1205 <br />1514 <br />1199 <br />2086 <br />13'-4" (160') PRECAST <br />500• <br />340 <br />532 <br />686 <br />841 <br />99l <br />1153 <br />302 <br />398 <br />513 <br />409 <br />6SZ <br />1004 <br />1361 <br />1631 <br />18914S3 <br />14'-O'NOW) PRECAST <br />458• <br />316 <br />635 <br />118 <br />922 <br />065 <br />28(0 <br />360 <br />548 <br />318 <br />We <br />629 <br />922 <br />1254 <br />1561 <br />1816 <br />(116') PRESTRESSED <br />243 <br />295 <br />459 <br />551 <br />124 <br />eel <br />law <br />N.R. <br />351 <br />243 <br />352 <br />502 <br />852 <br />1156 <br />14BI <br />1142 <br />i5'-4' <1847 PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />611 <br />801 <br />S25 <br />N.R. <br />32l <br />228 <br />52-3542 <br />151 <br />1012 <br />1381 <br />1616 <br />Il'-4' (20W)PRESTRE55ED <br />ISS <br />236 <br />361 <br />464 <br />56l <br />610 <br />114 <br />N.R. <br />255 <br />188 <br />216 <br />449 <br />649 <br />814 <br />121 <br />1389 <br />19'-4' (232') PRESTRESSED <br />165 <br />201 <br />313 <br />401 <br />4110 <br />518 <br />661 <br />N.R <br />204 <br />165 <br />239 <br />383 <br />550 <br />136 <br />S40 <br />II60 <br />21'-4' (256')PRESTRESSED <br />i45 <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 />801 <br />993 <br />22'-O'(264')PRESTRESSED <br />140 <br />1W <br />268 <br />343 <br />41e <br />493 <br />568 <br />N.R. <br />161 <br />131 <br />205 <br />322 <br />451 <br />60-1 <br />111 <br />%41 <br />24'-O'(288'7PRESTRESSED <br />121 <br />165 <br />244 <br />312 <br />380 <br />441 <br />515 <br />N.R. <br />135 <br />124 <br />186 <br />290 <br />408 <br />538 <br />680 <br />033 <br />GENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD MBAR <br />8' PRECAST UJ/ 2' RECESS DOOR U-LINTELS <br />TYPE <br />-0 <br />OWIO-CB <br />VWi4- <br />18- <br />8RF22- <br />26- <br />OW30.05 <br />LENGTH <br />SM%-rB <br />SWIC-15 <br />ORP14-IB <br />BRFIB-IS <br />SRF22-16 <br />OW30-rB <br />4'-4' (52') PRECAST <br />1489 <br />1591 <br />3053 <br />2982 <br />3954 <br />4929 <br />5904 <br />6e80 <br />1821 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />10818 <br />4'-6' (54') PRECAST <br />i351 <br />1449 <br />2162 <br />2114 <br />3600 <br />4481 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />S416 <br />10818 <br />e32 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />35S5 <br />5'-S' (6S") PRECAST <br />185 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516K <br />6839 <br />119 <br />500 <br />1449 <br />1924 <br />2400 <br />3352 <br />PRECAST <br />135 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />6411 <br />6'-8' (80')PRECAST <br />822 <br />90l <br />1611 <br />2933 <br />2516 <br />3223 <br />4522 <br />90l <br />1611 <br />2933 <br />4100 <br />6130 <br />6101 <br />161 <br />1311 <br />2252 <br />IS58 <br />2451 <br />343E <br />665 <br />�'-6' (9O')PRECAST <br />164 <br />1311 <br />2329 <br />3609 <br />54e2 <br />6624 <br />5132 <br />9'-8' lll6') PRECAST <br />311 <br />420 <br />534 <br />125.B <br />1011 <br />1342 <br />1614 <br />1866 <br />535 <br />S28 <br />I 1491 <br />21113 <br />1 2618 <br />1 3595 <br />2815 <br />8^ PRECAST W/ 2' RECESS DOOR U-LINTELS <br />U I L FT <br />LATERAL <br />TYPE <br />TH LENG <br />8RF6-1r <br />rr 8WIC- <br />OW14-IT <br />OW18-IT <br />OW-22-rr <br />SRF26-1T <br />8RF30-I <br />-2T <br />OW10 2T <br />8RF144r <br />OW184T <br />OFF22.2T <br />OW26-27 <br />SIRF30-21 <br />9p <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 />4005 <br />4850 <br />56% <br />4'-(o' (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 />3531 <br />4643 <br />5453 <br />853 <br />5'-S' ((b8') PRECAST <br />924• <br />1112 <br />11% <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 />8%• <br />1138 <br />1142 <br />2352 <br />2005 <br />3581 <br />419E <br />469 <br />469 <br />896 <br />IO99 <br />1690 <br />22" <br />28SI <br />3491 <br />4106 <br />6'-0' (80')PRECAST <br />11e <br />SB2 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />118 <br />956 <br />1468 <br />1981 <br />250E <br />3035 <br />3563 <br />l'-&' (90') PRECAST <br />Sea <br />691 <br />1325 <br />WO <br />2280 <br />2153 <br />3221 <br />110 <br />S41 <br />6S8 <br />849 <br />1302 <br />I162 <br />2225 <br />2690 <br />3151 <br />Nlb') PRECAST <br />533• <br />433 <br />808 <br />1123 <br />1413 <br />1104 <br />1995 <br />61a <br />533 <br />521 <br />1 IO09 <br />1 1369 <br />1 1128 <br />2068 <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 />.4' <br />1-1/2' CLEAR <br />TYPE <br />DESIGNATION <br />c <br />• <br />F = FILLED WITH GROUT / U = UNFILLED <br />U <br />Q <br />= <br />:' <br />C.M.U. <br />FQUANTITY <br />OF 5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />4 <br />Z <br />�° <br />GROUT <br />OF1ro 15/7 <br />- <br />O <br />Z <br />- <br />S <br />5 REBAR AT BOTTOM <br />J <br />L <br />• • <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT J <br />QUANTITY OP 5 <br />REBAR AT TOP <br />1-5/8'4CTUAL <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH <br />(VARIES) <br />SAPE LOAD TABLE 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 />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 />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 01 rebar may be substituted for two 5 rebars in 6' 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 />A E C H I T E C T S <br />6 <br />Design <br />GrZ .a <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />www.a bdeaigagroap.Com <br />AA M: 0003326 <br />Z <br />y <br />w <br />0 <br />y <br />0 <br />F <br />0 <br />Q <br />avHaiv. ea LOT: <br />SILVERADO <br />LOT #1 <br />BLK #6 <br />PA0J=T* <br />04128.000-00161 <br />MODS <br />4EHB <br />"2605-HAYDEN" <br />GARAaIC EWING* <br />RIGHT <br />PACK: <br />SAFE LOAD <br />TABLES <br />((-- <br />150 MPHXP CEEB <br />ARCIrTECT-- <br />STATE OF FLORIDA <br />0 <br />DATO 10/20/17 <br />DCALM 1/4"=1'-0" <br />aHOW <br />B < 1 <br />