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SAFE LOAD T)45LES <br />FOR GRAVITY, UPLIFT t LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />GRAVIT1' <br />TYPE <br />LENGTI-1 <br />SU <br />BFB-05 <br />8FI2-015 <br />I6-0 <br />O- <br />24-0 <br />28-0 <br />32- <br />SFS-IB <br />8FI2-15 <br />eFlb-IB <br />OF20-IS <br />OF24-15 <br />8F28-1B <br />BF32-IB <br />2'-IO'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />11936 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />3'-6' (42') PRECAST <br />2302 <br />3138 <br />3311 <br />4689 <br />6001 <br />1315 <br />8630 <br />9941 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-O' (48') PRECAST <br />2029 <br />2325 <br />2496 <br />3461 <br />4438 <br />5410 <br />6384 <br />1358 <br />2646 <br />4413 <br />603E <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-6' (54') PRECAST <br />1651 <br />Mal <br />IS13 <br />2651 <br />3403 <br />4149 <br />4896 <br />5644 <br />2110 <br />4021 <br />603E <br />1526 <br />W04 <br />10412 <br />W60 <br />5'-4" (64') PRECAST <br />1184 <br />1223 <br />1301 <br />1805 <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 />S12 <br />1000 <br />1055 <br />1414 <br />lose <br />2304 <br />2121 <br />3137 <br />1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />52W <br />6122 <br />6'-6' (18') 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 />6890 <br />1'-6' f9O')PREGA57 <br />161 <br />1029 <br />1615 <br />2385 <br />1994 <br />2435 <br />2SS6 <br />3333 <br />102E <br />1615 <br />2610 <br />3839 <br />5596 <br />6613 <br />5041 <br />9'-4' C112') PRECAST <br />513 <br />e32 <br />104E <br />146e <br />1210 <br />1482 <br />1154 <br />2021 <br />168 <br />1212 <br />ISIS <br />2544 <br />3469 <br />4030 <br />3121 <br />Iw'-6"C126") PRECAST <br />4r�Fj <br />4S2 <br />802 <br />1125 <br />SS <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 />535 <br />1365 <br />1854 <br />2355 <br />1193 <br />2015 <br />59s <br />535 <br />1365 <br />1S54 <br />2441 <br />3155 <br />4044 <br />12'-O'1144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />16SS <br />2014 <br />1510 <br />ISIS <br />555 <br />864 <br />1254 <br />lew <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 />1436 <br />1855 <br />2343 <br />2920 <br />14'-O'(I68') PRECAST <br />338 <br />381 <br />648 <br />919 <br />1190 <br />1462 <br />1061 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />14'-S'(1167 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 />31S5 <br />3165 <br />1 5'_q•(I8q•) 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 />11'-4'(208')FRESTRESSED <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 />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 />1090 <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 />330 <br />610 <br />940 <br />1340 <br />1180 <br />2110 <br />22'-O'(264')PRESTRES5EDR <br />N.R.NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />i60 <br />300 <br />510 <br />810 <br />1250 <br />1660 <br />1910 <br />24'-(Of288') 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 />*10 <br />1" iATERIAL5 <br />L 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 CSO w/ <br />minimum net area compressive strength = 1900 psi. <br />5. Rebar provided in precast lintel per ASTM AFi15 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 />6. Mortar per A5TM C210 type M or 5. <br />8' PRECAST e PRESTRESSED U-LINTELS <br />4^Vr14 " <br />UFL <br />IFT <br />LATERAL <br />LENGTH <br />TYPEr2156 <br />1 <br />2 <br />12-IT <br />12-2T <br />16-IT <br />16-2T <br />20-IT <br />20-2 <br />24-IT8F28-IT <br />4-2 <br />28-2 <br />OF32-IT <br />SF32-2T <br />8U8 <br />8F8 <br />2'-10'(34') PRECAST <br />1 <br />2818 <br />4101 <br />5332 <br />6569 <br />loll <br />9055 <br />2021 <br />2021 <br />1 <br />2164 <br />3981 <br />5190 <br />6401 <br />1630 <br />8851 <br />3'-6' (42') PRECAST <br />5 <br />22SS <br />3260 <br />4231 <br />521E <br />620d <br />1192 <br />1251 <br />1251 <br />5 <br />2215 <br />3165 <br />4125 <br />5091 <br />6061 <br />1036 <br />4'-0' (4S') PRECAST <br />Isla <br />1989 <br />2832 <br />3680 <br />4532 <br />530"1 <br />6245 <br />938 <br />938 <br />1518 <br />1925 <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 />121 <br />121 <br />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4658 <br />5406 <br />5'-4" l64") PRECAST <br />1393• <br />1404 <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 />3520 <br />454E <br />5'-10'(10') PRECAST <br />1212• <br />1351 <br />IS30 <br />2505 <br />3084 <br />3665 <br />4241 <br />418 <br />418 <br />1212 <br />1315 <br />1515 <br />2441 <br />3010 <br />3583 <br />4151 <br />PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />216-3 <br />32W <br />3812 <br />101 <br />881 <br />1141 <br />1182 <br />16S4 <br />2192 <br />2103 <br />3216 <br />3132 <br />1'-6' (SO') PRECAST <br />959• <br />912 <br />1415 <br />IS14 <br />2394 <br />2191 <br />3240 <br />591 <br />651 <br />9W <br />102S <br />1466 <br />i901 <br />2351 <br />2191 <br />3245 <br />9'-4' (112') PRECAST <br />s01• <br />612 <br />950 <br />12(o9 <br />1560 <br />1852 <br />2144 <br />454 <br />&30 <br />801 <br />155 <br />1192 <br />1550 <br />1910 <br />2211 <br />2634 <br />10'-6'(126') PRECAST <br />116• <br />498 <br />193 <br />1021 <br />1261 <br />1456 <br />nil <br />396 <br />493 <br />116 <br />611 <br />103E <br />1389 <br />1111 <br />2034 <br />2358 <br />II'-4' 036') PRECAST <br />666• <br />43S <br />6% <br />899 <br />1104 <br />130E <br />1515 <br />363 <br />556 <br />666 <br />535 <br />905 <br />12% <br />1555 <br />IB% <br />2198 <br />12'-O'(144') PRECAST <br />601• <br />400 <br />631 <br />616 <br />1001 <br />II$6 <br />1312 <br />340 <br />494 <br />631 <br />496 <br />818 <br />1209 <br />1514 <br />Ilee <br />2086 <br />13'-4' (160') PRECAST <br />500• <br />340 <br />532 <br />686 <br />841 <br />991 <br />153 <br />302 <br />398 <br />513 <br />409 <br />682 <br />1004 <br />1361 <br />1631 <br />1891 <br />14'-0'(168') PRECAST <br />458• <br />316 <br />493 <br />635 <br />lie <br />922 <br />1065 <br />266 <br />360 <br />545 <br />318 <br />629 <br />922 <br />1254 <br />1561 <br />1816 <br />14'-8' (11(') PRESTRESSED <br />243 <br />295 <br />455 <br />551 <br />124 <br />851 <br />990 <br />N.R. <br />351 <br />243 <br />352 <br />582 <br />852 <br />1156 <br />5'-4' (184') PRESTRE55E0 <br />228 <br />218 <br />430 <br />553 <br />611 <br />S25N.R. <br />321228 <br />329 <br />542 <br />191 <br />1012 <br />616188 <br />n'-4' (20W)PRESTRESSED <br />236 <br />361 <br />464 <br />561 <br />414SI1142 <br />114 <br />N.R. <br />255 <br />188 <br />216 <br />dd9 <br />649 <br />814 <br />1389 <br />12327 PRESTRESSED <br />165 <br />201 <br />313 <br />401 <br />490 <br />66119'-4' <br />N.R. <br />204 <br />I65 <br />239 <br />383 <br />550 <br />136 <br />1160 <br />21'-4' (2567PRESTRESSED <br />145 <br />186 <br />218 <br />356 <br />433 <br />512 <br />590 <br />142 <br />212 <br />336 <br />411 <br />635 <br />801 <br />S93 <br />22'-0'(264')PRESTRESSED <br />140 <br />180 <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 />111 <br />941 <br />24'-0'(288') PRESTRESSED <br />12l <br />165 <br />244 <br />312 <br />380 <br />441 <br />SID <br />N.R. <br />135 <br />124 <br />186 <br />290 <br />408 <br />538 <br />6SO <br />833 <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />8' PRECAST W1 2' RECESS DOOR U-LINTELS <br />R� <br />GRAVITY <br />TYPE <br />LENGTH <br />6• <br />BRF�•0B <br />8RF14- <br />18• <br />8RF22- <br />SRF26- <br />MW30-OB <br />&W6-IB <br />8RF10-I5 <br />81 ±115 <br />8RFI8-113 <br />OW22-IS <br />SM6-I5 <br />OW30-15 <br />4'-4' (52') PRECAST <br />146E <br />1591 <br />1821 <br />3053 <br />3412 <br />2982 <br />4982 <br />3954 <br />6412 <br />4929 <br />1941 <br />5904 <br />9416 <br />6880 <br />10818 <br />4'-6' (54') PRECAST <br />1351 <br />1445 <br />2182 <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 />C68') PRECAST <br />832 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />35M <br />185 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5614 <br />6839 <br />PRECAST <br />135K42 <br />1500 <br />144E <br />IS24 <br />2400 <br />2816 <br />3352 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-S' (80') PRECAST <br />822 <br />1611 <br />2933 <br />2516 <br />3223 <br />3612 <br />4522 <br />1611 <br />2933 <br />4100 <br />6130 <br />Slll <br />6101 <br />(SO')PRECAST <br />1311 <br />2252 <br />1955 <br />2451 <br />2544 <br />343E <br />665 <br />1311 <br />2325 <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-8' (116') PRECAST <br />311 <br />834 <br />1253 <br />loll <br />1342 <br />1614 <br />1886 <br />535 <br />928 <br />1491 <br />171IS <br />r 2618 <br />3595 <br />1 2815 <br />8" PRECAST W1 2' RECESS DOOR U-LINTELS <br />CMM <br />UFL IFT <br />LATERAL <br />TYPE <br />LENGTI 1 <br />SW6-IT <br />SWIC-IT <br />8RF14-IT <br />OFFis-IT <br />8RF22-IT <br />OW26-IT <br />SW30-I <br />SW -2T <br />BFFIC-2T <br />SRFI4-2T <br />8Rfl8-2T <br />8FF22-2T <br />8RF26-2 <br />30-2 <br />8R <br />aRF r. <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4%1 <br />5825 <br />932 <br />932 <br />1244 <br />151E <br />233E <br />3110 <br />4008 <br />4850 <br />56% <br />4'-6' (54') PRECAST <br />1192 <br />Sol <br />2311 <br />3121 <br />3931 <br />4156 <br />5511 <br />553 <br />1192 <br />1455 <br />2240 <br />3036 <br />3831 <br />4643 <br />5453 <br />S53 <br />5'-8' (68') PRECAST <br />924• <br />1112 <br />195 <br />2423 <br />3055 <br />3689 <br />4325 <br />501 <br />924 <br />2351 <br />2918 <br />3"-1 <br />4230 <br />501 <br />5'-IO' (10') PRECAST <br />8%• <br />2352 <br />2%5 <br />3581 <br />tSS <br />406 <br />469 <br />8% <br />220e <br />28SI <br />3491 <br />4106 <br />469 <br />6'-8' (8O')PRECAST <br />118 <br />34- <br />2042 <br />2513 <br />301 <br />3642 <br />030 <br />1100 <br />lie <br />1981 <br />250E <br />3035 <br />35e3 <br />1'-6' (9O')PREGA$T <br />688 <br />1810 <br />22W <br />2153 <br />322-1 <br />110 <br />941 <br />688 <br />2 <br />1162 <br />2225 <br />2690 <br />391 <br />S'-W1 <br />9'-8' (116') PRECAST <br />533' <br />1123 <br />1413 <br />1104 <br />1995 <br />614 <br />533 <br />521 <br />1 1009 <br />I 1369 <br />1128 <br />1 2088 <br />2450 <br />5i6 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />"5 REBAR AT TOP <br />MIN. (1) REQ'D <br />d' <br />1-1/V CLEAR <br />T`i'PE DESIGNATION a <br />F = FILLED WITH GROUT / U - UNFILLED U <br />Q <br />= <br />C.M.U. <br />BOTTOM OF LINTEL CAVITY <br />F rQUANTITY OF •5 REBAR AT <br />-� <br />? <br />i <br />" <br />GROUT <br />_°� <br />L <br />• • <br />65 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />NOMINAL WIDTH QUANTITY OF <br />NOMINAL HEIGHT REBAR AT TOP <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />1-5/8'ACTUAL <br />NOMINAL WIDTH <br />8' <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 L/360 vertical deflection, except lintels 11'-4' and <br />longer with a nominal height of 8' meet or exceed L/ISO. <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. 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 />5APE 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 S' nominal bearing. <br />2. N.R. = Not Rated. <br />3. Sare 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 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 race of support. <br />6. For composite lintel heights not shown, use safe load from next lower height. <br />e, All safe loads in units of pounds per linear foot. <br />A R C H I T I C T R <br />6 <br />Design <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774E078 <br />FAX:40 <br />www.abdesigngroup.com <br />AA X: 0003325 J <br />w <br />y <br />0 <br />rr <br />4 <br />y <br />0 <br />F <br />0 <br />SUDDIV. a Xoz.. <br />SILVERADO <br />LOT ##4 <br />BLK ##7 <br />PROJECT* <br />04128.000-00471 <br />MODMIA <br />4EHB <br />"2605-HAYDEN" <br />GARAGN BWMWG: <br />RIGHT <br />PARK: <br />SAFE LOAD <br />-- TABLES <br />(( <br />150 MPHXP �EE� <br />ARCHITECT: <br />STATE OF FLOPMA <br />a.. <br />DA10/20/17 <br />DCAZA: 1/4"=1'-0" <br />eI 1�T <br />1 B. 1 <br />