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SAFE LOAD T,45LE& <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />C <br />GRAVIT'T' <br />TYP <br />LEI`Z <br />�$ <br />eF12-15 <br />eF16-IB <br />eF2m-IB <br />eF24-IB <br />8F28-IB <br />8F32-IB2'-10'l34') <br />PRECASt <br />2302 <br />4413 <br />603E <br />1526 <br />W04 <br />10412 <br />11936 <br />P31n <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />3'-6' (42') PRECAST <br />2302 <br />3311 <br />46S9 <br />6001 <br />1315 <br />8630 <br />SS41 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11536 <br />4'-0'C48') PRECAST <br />202c� <br />2456 <br />3461 <br />4438 <br />5410 <br />6384 <br />1358 <br />2646 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-6' (54') PRECAST <br />1651 <br />1181 <br />1913 <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 />Il$4 <br />1223 <br />WI <br />1809 <br />2311 <br />282e, <br />3336 <br />3846 <br />1665 <br />288E <br />5051 <br />6096 <br />5400 <br />6424 <br />1450 <br />5'-10'(10'J PRECAST <br />912 <br />I000 <br />1059 <br />1414 <br />1889 <br />2304 <br />2-121 <br />3131 <br />1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />5280 <br />6122 <br />PRECAST <br />931 <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3911 <br />45S5 <br />1255 <br />2101 <br />3356 <br />5260 <br />1134 <br />8995 <br />68W <br />(90')PRECAST <br />1(�� <br />1029 <br />1615 <br />2385 <br />1994 <br />2439 <br />2886 <br />3333 <br />102S <br />1615 <br />2610 <br />3839 <br />5596 <br />6613 <br />5041 <br />9'-4' lll2') PRECAST <br />g13 <br />632 <br />1049 <br />1469 <br />12le <br />1482 <br />1154 <br />2021 <br />168 <br />1212 <br />1818 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6'(126") PRECAST <br />456 <br />482 <br />802 <br />1125 <br />S15 <br />1122 <br />1328 <br />1535 <br />658 <br />1025 <br />1514 <br />2081 <br />2114 <br />3130 <br />2404 <br />II'-4' (136'J PRECAST <br />445 <br />598 <br />535 <br />1365 <br />1654 <br />2355 <br />1193 <br />2015 <br />59S <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-O'(I44') PRECAST <br />q14 <br />545 <br />664 <br />1254 <br />1689 <br />2014 <br />1510 <br />1818 <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3590 <br />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 />14'-O'(168') PRECAST <br />33B <br />381 <br />64a <br />919 <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'l116') 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 />3185 <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 />2890 <br />3410 <br />Il'-4' (208') PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />310 <br />530 <br />S50 <br />1400 <br />IWO <br />2200 <br />2600 <br />19'-4' (232') PRESTRESSED <br />N,R.240 <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />—MR <br />400 <br />150 <br />1090 <br />1400 <br />1120 <br />2030 <br />21'-4' (25e,')PRESTRESSEDMR <br />N.R.NR <br />MR <br />MR <br />NR <br />NR <br />MR <br />MR <br />153 <br />330 <br />bio <br />$40 <br />1340 <br />1180 <br />2110 <br />22'-0'(264')PRE5TRE6SED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />160 <br />300 <br />510 <br />810 <br />1250 <br />16.0 <br />IS10 <br />24'-OC288') PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />NR <br />MR <br />MR <br />MR <br />130 <br />240 <br />410 <br />120 <br />1030 <br />1350 <br />1610 <br />MATERIALS <br />I, f'c precast Ilntela = 3500 psi. <br />2. f'c prestressed lintels = 6000 pal. <br />3. f'c grout = 3000 psi w/ maximum 316' aggregate. <br />4. Concrete masonry units (CMU) per ASTM CW w/ <br />minimum net area compressive strength - 1900 pal. <br />S. 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 />C C <br />UFL <br />iFT <br />LATERAL <br />TYP <br />LENC=TH <br />SFS-1 <br />12-IT <br />I6-IT <br />20-IT <br />24-I <br />2e-IT <br />SP32-IT <br />au8 <br />ape <br />B-2 <br />12-2T <br />I6-2T <br />20-2 <br />24-2 <br />28-2 <br />SF32-21 <br />2'-10'(34') PRECAST <br />2121 <br />281E <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 />8851 <br />3'-fo' (42') PRECAST <br />2165 <br />22B9 <br />3260 <br />4231 <br />521E <br />6204 <br />1192 <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />5091 <br />6061 <br />1036 <br />4'-0' (48') PRECAST <br />tale <br />1989 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />1330 <br />93B <br />tale <br />I 1925 <br />2150 <br />3563 <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 />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4658 <br />5406 <br />"121 <br />5'-4' (64') 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 />3293 <br />3920 <br />4549 <br />5'-IO'C10') PRECAST <br />1212, <br />1351 <br />1330 <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 />C6'-6' (18') PRECAST <br />1141• <br />1200 <br />I133 <br />2250 <br />2169 <br />32W <br />3812 <br />101 <br />� <br />1141 <br />1182 <br />1684 <br />2192 <br />2103 <br />3216 <br />3132 <br />'i'-6' (90')PRECA6T <br />959, <br />912 <br />1415 <br />IS14 <br />2354 <br />2191 <br />3240 <br />591 <br />651 <br />990 <br />102S <br />1466 <br />1901 <br />2351 <br />2191 <br />3245 <br />9'-4' (112') PRECAST <br />Sol, <br />612 <br />980 <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />&3o <br />Sol <br />155 <br />1192 <br />1550 <br />I91m <br />2211 <br />2634 <br />I0'-6"(126') PRECAST <br />116• <br />498 <br />193 <br />1021 <br />1261 <br />1496 <br />1131 <br />396 <br />493 <br />116 <br />611 <br />103E <br />1389 <br />1111 <br />2034 <br />2358 <br />ll'-4' (136') PRECAST <br />666• <br />439 <br />696 <br />899 <br />1104 <br />1309 <br />1515 <br />363 <br />556 <br />666 <br />535 <br />SOS <br />1295 <br />1595 <br />1896 <br />21W <br />12'-O'C144') PRECAST <br />601• <br />400 <br />63i <br />816 <br />1001 <br />1186 <br />1312 <br />340 <br />494 <br />631 <br />486 <br />BIB <br />120E <br />1514 <br />1199 <br />2086 <br />13'-4" (160') PRECAST <br />500• <br />340 <br />532 <br />686 <br />841 <br />991 <br />1153 <br />302 <br />39$ <br />513 <br />409 <br />682 <br />1004 <br />1361 <br />1631 <br />Is91 <br />14'-O'CI68') PRECAST <br />458• <br />316 <br />493 <br />635 <br />118 <br />1 922 <br />1065 <br />2B6 <br />360 <br />546 <br />318 <br />629 <br />922 <br />1254 <br />1561 <br />18I6 <br />14'-8' (116') PRESTRESSED <br />243 <br />295 <br />459 <br />591 <br />124 <br />851 <br />990 <br />N.R. <br />351 <br />243 <br />352 <br />562 <br />852 <br />1156 <br />14el <br />1142 <br />15'-4' (1849 PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />611 <br />801 <br />S25 <br />N.R. <br />321 <br />228 <br />329 <br />542 <br />l91 <br />1012 <br />1381 <br />I616 <br />Il'-4' 1208')PRESTRESSED <br />188 <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />180 <br />216 <br />44S <br />649 <br />814 <br />1121 <br />13813 <br />19'-4' (2329 PRESTRESSED <br />165 <br />201 <br />313 <br />401 <br />490 <br />518 <br />661 <br />N.R. <br />204 <br />165 <br />233 <br />363 <br />550 <br />136 <br />S40 <br />llbm <br />21'-4' (25(o')PRE5TRESSED <br />145 <br />1e6 <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 />Sol <br />SW <br />22'-0'(264')PRESTRESSED <br />140 <br />180 <br />268 <br />343 <br />415 <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'-O'(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 />1 186 <br />1 290 <br />408 <br />1 538 <br />690 <br />833 <br />GENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD RE8AR <br />8' PRECAST W1 2' RECESS DOOR U-LINTELS <br />A <br />CiiRAVITT' <br />TYPE <br />El�lm-mB <br />OW14- <br />B- <br />8RF22- <br />26- <br />&W-30-08 <br />LENGTH <br />OW6-15 <br />SWIO-15 <br />OW14-I13 <br />01cF16-IB <br />aF F22-IB <br />9FFz6-IB <br />81�3m-IB <br />4'-4' (52') PRECAST <br />1485 <br />1591 <br />3053 <br />2982 <br />3554 <br />452E <br />5904 <br />6860 <br />1821 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />10818 <br />4'-ro' (54') PRECAST <br />1351 <br />144E <br />2182 <br />2114 <br />3600 <br />4401 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />10518 <br />832 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />185 <br />5'-$' l68') PRECAST <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5814 <br />6839 <br />119 <br />1500 <br />1 1445 <br />1524 <br />2400 <br />1 2816 <br />3352 <br />5'-i0' (10') PRECAST <br />135 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-$' (60') PRECAST <br />822 <br />Sol <br />tell <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />Sol <br />I(oll <br />2933 <br />4100 <br />6130 <br />5111 <br />6101 <br />161 <br />1311 <br />2252 <br />195e <br />2451 <br />2944 <br />3439 <br />(90'JPREGAST <br />665 <br />l64 <br />1311 <br />2329 <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-$' (116') PRECAST <br />311 <br />420 <br />834 <br />1253 <br />1011 <br />1342 <br />1614 <br />1806 <br />535 <br />928 <br />1491 <br />2115 <br />2618 <br />3595 <br />2615 <br />8' PRECAST W1 2" RECESS DOOR U-LINTELS <br />UFL IFT <br />LATERAL <br />TYPE <br />LENCsTH <br />��6-n <br />ewio.rr <br />aRF14-r,P3260 <br />ORP22-IT <br />8RF26-IT <br />BRF3O- <br />e1f'F6-2T <br />VW10-2 <br />er-14.2T <br />6RF22.V <br />SFW26-2 <br />MW30-2 <br />6RU <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />4112 <br />4961 <br />5825 <br />932 <br />932 <br />1244 <br />15IS <br />233E <br />4008 <br />4850 <br />5696I192 <br />4'-6' (54') PRECAST <br />1501 <br />23113531 <br />4156 <br />5511 <br />1192 <br />1455 <br />2240 <br />3831 <br />4643545385.35'-8' <br />(6$')PRECAST <br />S244 <br />1112 <br />MISS <br />3055 <br />3689 <br />4325 <br />Sol <br />S24 <br />1132 <br />1141 <br />2357 <br />2918 <br />3603 <br />4230 <br />501 <br />5'-10° (10') PRECAST <br />S96. <br />1138 <br />1142 <br />2352 <br />2965 <br />3581 <br />419 8 <br />469 <br />469 <br />896 <br />1033 <br />1690 <br />2286 <br />2891 <br />3491 <br />4106 <br />6'-8' (80')PRECAST <br />ll8 <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />116 <br />956 <br />1468 <br />1981 <br />2509 <br />3035 <br />3563 <br />1'-6' (90') PRECAST <br />688 <br />691 <br />1325 <br />1810 <br />22W <br />2153 <br />3221 <br />110 <br />941 <br />688 <br />S49 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />9'-8' (116') PRECAST <br />533• <br />433 <br />80S <br />1123 <br />1413 <br />1104 <br />1995 <br />614 <br />533 <br />1 521 <br />1 1009 <br />1369 <br />1125 <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 />T)'PE <br />DESIGNATION4. <br />a <br />F - FILLED WITH GROUT / U = UNFILLED <br />Q <br />QUANTITY OF "5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />J <br />Z• <br />,a. ` <br />GROUT <br />/iT <br />- <br />Z <br />�p <br />• <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 />1-5/6'ACTUAL <br />BOVID REINFORCING <br />PRROVIDED IN LINTEL <br />8' NOMINAL WIDTH <br />(VARIES) <br />SAFE 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 1'1'-4' and <br />longer with a nominal height of 8' meet or exceed L/180. <br />rc. 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 />B. 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 318 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 ro-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 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 heights not shown, use safe load from next lower height. <br />9, All safe loads in units of pounds per linear foot. <br />A 11 C H I T E C T 11 <br />Design <br />GrouP"h�. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774b078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA k: 0003325 J <br />w <br />Pq <br />y <br />i; <br />0 <br />a <br />y <br />W <br />C <br />ti <br />O <br />I <br />sysDiv. a: La <br />SILVERADO <br />LOT 41 <br />BLK 6 <br />PItOJwTillit <br />04128.000-04161 <br />MOIDZZ- <br />4EHB <br />"2605—HAYDEN" <br />OAPLAGIN 1I!II d: <br />LEFT <br />PAG81: <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B Of <br />ARCHRECT-- <br />STATE OF FLORA <br />rl <br />P IM D10/19/17 <br />sCALM 1/4"=1'-0" <br />IlIll <br />1 B" 1 <br />