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6AFE LOAD T)45LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />GRAVE <br />T1' <br />TYPEBUS <br />LENGTH <br />SF8-05 <br />SF12-OB <br />16- <br />0- <br />4- <br />28- <br />32- <br />8F8-I15 <br />a-12-16 <br />8FI6-115 <br />OF20-I5 <br />SF24-I8 <br />8F26-I15 <br />SF32-I5 <br />2'-I0'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />IM36 <br />3'-6' (42') PRECAST <br />2302 <br />3138 <br />3311 <br />4689 <br />6001 <br />1315 <br />8630 <br />9941 <br />3106 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />1193b <br />4'-0' (48') PRECAST <br />2029 <br />2325 <br />2496 <br />3461 <br />4438 <br />5410 <br />6384 <br />1358 <br />2646 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />119.36 <br />4'-6' (54') PRECAST <br />1651 <br />nal <br />1913 <br />2651 <br />3403 <br />4149 <br />4896 <br />5644 <br />2110 <br />4021 <br />6039 <br />1526 <br />S004 <br />10412 <br />9668 <br />5'-4' l64') PRECAST <br />1184 <br />1223 <br />1301 <br />1809 <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'C I0') PRECAST <br />912 <br />1000 <br />10" <br />1414 <br />1885 <br />2304 <br />2121 <br />3131 <br />145E <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 />4585 <br />1255 <br />2101 <br />3396 <br />5260 <br />1134 <br />8995 <br />689m <br />(150') PRECAST <br />l61 <br />1029 <br />1615 <br />2385 <br />1994 <br />243E <br />2886 <br />3333 <br />1029 <br />1615 <br />2610 <br />3839 <br />5596 <br />1 6613 <br />5041 <br />9'-4' C1127 PRECAST <br />513 <br />632 <br />1049 <br />146E <br />1210 <br />1462 <br />1154 <br />2021 <br />l68 <br />1212 <br />1818 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6'(126') PRECAST <br />456 <br />482 <br />8m2 <br />1125 <br />15S <br />1122 <br />1328 <br />1535 <br />658 <br />1025 <br />i514 <br />2081 <br />2114 <br />3130 <br />2404 <br />II'-4' (13ro') PRECAST <br />445 <br />598 <br />935 <br />1365 <br />1854 <br />2355 <br />1193 <br />2015 <br />598 <br />935 <br />1365 <br />1S54 <br />2441 <br />3155 <br />4044 <br />12'-O'C144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />1689 <br />2014 <br />1510 <br />1618 <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3590 <br />13'-4" 1160') PRECAST <br />3ro2 <br />421 <br />126 <br />1028 <br />1331 <br />1635 <br />1224 <br />140 <br />486 <br />148 <br />1016 <br />1438 <br />1855 <br />2343 <br />2920 <br />14'-O'Orba') PRECAST <br />3315 <br />361 <br />648 <br />919 <br />1190 <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1-114 <br />2153 <br />2666 <br />14'-8'Cn6') FRESTRE9SEp <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 />1 3186 <br />3165 <br />l r�'_4'(Ig4•) 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 />1055 <br />2310 <br />289m <br />3410 <br />n'-4'(208')PRESTRESSED <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 />Im90 <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 />183 <br />330 <br />610 <br />S40 <br />1340 <br />1-180 <br />2110 <br />22'-O'(264')FRESTRESSED <br />N.R, <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />160 <br />300 <br />510 <br />8l0 <br />1250 <br />I660 <br />1910 <br />24'-OT288') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />130 <br />1 240 <br />410 <br />120 <br />1030 <br />135m <br />1610 <br />MATERIALS <br />I. f'c precast lintels - 3500 psi. <br />2. f'c prestressed lintels = ro000 psi. <br />3. f'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 />B. 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 />270 low relaxation. <br />1. 1/32 wire per ASTM A510. <br />8. Mortar per ASTM C210 type M or 5. <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />C^wr_*Rm <br />UPL <br />IFT <br />LATERAL <br />TYP <br />8-I <br />12-IT <br />I6-IT <br />20-IT <br />24-I <br />28-ITkOF32-ITLENGTH <br />8U8 <br />spa <br />16-2T <br />20-2 <br />24-2 <br />28-2 <br />2'-10'(34') PRECAST <br />4101 <br />5332 <br />6569 <br />-fail <br />2021 <br />2021 <br />Z21652215 <br />3981 <br />51W <br />6401 <br />163m3'-6' <br />C42') PRECAST <br />260 <br />4231 <br />5219 <br />62041251 <br />1251165 <br />4125 <br />5091 <br />6061 <br />4'-0' (46') PRECAST <br />832 <br />3680 <br />4532 <br />5381 <br />6245 <br />g38 <br />938 <br />1818 <br />1525 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-6' (54') PRECAST <br />"'a <br />1162 <br />2501 <br />3251 <br />4010 <br />4161 <br />5525 <br />12-1 <br />121 <br />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4658 <br />5406 <br />5'-4' (64') PRECAST <br />1393• <br />1484 <br />2110 <br />2141 <br />3315 <br />4010 <br />4648 <br />1505 <br />505 <br />13W <br />1431 <br />2050 <br />2610 <br />32W <br />3920 <br />4549 <br />5'-10'Cl0') PRECAST <br />1212• <br />1351 <br />1930 <br />2505 <br />3OS4 <br />3665 <br />4241 <br />416 <br />416 <br />1212 <br />1315 <br />1815 <br />2441 <br />3010 <br />3583 <br />4151 <br />6'-6' (l8'I PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />216E <br />32W <br />3812 <br />101 <br />681 <br />1141 <br />lIe2 <br />1684 <br />2192 <br />2103 <br />3216 <br />3132 <br />�'-6' (90')PRECAST <br />959• <br />912 <br />14-f5 <br />1914 <br />2354 <br />2191 <br />3240 <br />651 <br />990 <br />102E <br />1466 <br />19m1 <br />2351 <br />2191 <br />3245 <br />591 <br />9'-4' (112') PRECAST <br />Sol. <br />612 <br />98m <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />30 <br />WI <br />155 <br />1192 <br />1550 <br />191m <br />2211 <br />2634 <br />10'-6'(126') PRECAST <br />116• <br />498 <br />193 <br />1021 <br />1261 <br />1456 <br />nil <br />493 <br />lie <br />611 <br />1039 <br />1389 <br />nil <br />2034 <br />2359 <br />396 <br />II'-4' (136') PRECAST <br />666• <br />439 <br />696 <br />899 <br />1104 <br />130E <br />1515 <br />363 <br />556 <br />666 <br />535 <br />S05 <br />1295 <br />15SS <br />18% <br />219E <br />12'-O'(144') PRECAST <br />400 <br />631 <br />air.1001 <br />1156 <br />13-f2 <br />340 <br />340 <br />494 <br />631 <br />496 <br />ale <br />12M <br />1514 <br />1 Ilse <br />2086 <br />13'-4'(160')PREGAST <br />500• <br />340 <br />532 <br />686 <br />841 <br />"1 <br />1153 <br />302 <br />398 <br />513 <br />40-3682 <br />1004 <br />1361 <br />1631 <br />I891 <br />14'-O'C168') PRECAST <br />458• <br />316 <br />493 <br />635 <br />-f18 <br />922 <br />1065 <br />286 <br />360 <br />548 <br />318 <br />629 <br />922 <br />1254 <br />1561 <br />1816 <br />(nb') F'12ESTR£SSED <br />243 <br />295 <br />45S <br />Bel <br />124 <br />851 <br />law14'-8' <br />N.R. <br />35l <br />243 <br />352 <br />582 <br />852 <br />1156 <br />1491 <br />1142 <br />15'-4-(184')PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />611 <br />WI <br />925 <br />N.R <br />321 <br />228 <br />32S <br />542 <br />191 <br />1012 <br />13el <br />1616 <br />Il'-4' (208')F'RESTRE55ED <br />Ise <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 />490 <br />5l8 <br />bbl <br />N.R. <br />204 <br />165 <br />239 <br />383 <br />550 <br />136 <br />540 <br />1160 <br />21'-4' (256')PRESTRESSED <br />145 <br />IS6 <br />216 <br />356 <br />433 <br />512 <br />590 <br />N.R.Ill <br />142 <br />212 <br />336 <br />411 <br />635 <br />801 <br />993 <br />22'-0'(264')F'Fa=STRESSED <br />140 <br />180 <br />268 <br />343 <br />418 <br />493 <br />568 <br />N.R. <br />I61 <br />131 <br />2m5 <br />322 <br />45-f <br />601 <br />111 <br />941 <br />24'-0'(288') PRESTRESSED <br />121 <br />165 <br />244 <br />312 <br />38m <br />441 <br />515 <br />N-R <br />135 <br />124 <br />I86 <br />290 <br />408 <br />538 <br />680 <br />833 <br />GENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD MBAR <br />8' PRECAST W1 2' RECESS DOOR U-LINTELS <br />4C~P_4M <br />GRAV f <br />TY <br />TYPE <br />LENGTH I <br />- <br />ORF10-08 <br />ORF14- <br />IB- <br />SM22- <br />26- <br />8RF30-mB <br />8RF6-99 <br />8RFIO-15 <br />BFF14-15 <br />BFFID-15 <br />DW22-18 <br />arQF26-18 <br />8RF30-e3 <br />4'-4' (52') PRECAST <br />1489 <br />1591 <br />1021 <br />3053 <br />3412 <br />2982 <br />4982 <br />3954 <br />6412 <br />4929 <br />IS41 <br />59m4 <br />9416 <br />6S80 <br />tobla <br />4'-ro' (54') PRECAST <br />1351 <br />144E <br />2182 <br />2114 <br />3600 <br />4461 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />108-f8 <br />5'-8' (687PREGAST <br />832 <br />1602 <br />1550 <br />2058 <br />56 <br />26 <br />30-15 <br />35S5 <br />185 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5S14 <br />6839 <br />5'-10' (10') PRECAST <br />135 <br />lie <br />1500 <br />1445 <br />IS24 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />(80') PRECAST <br />022 <br />90l <br />1611 <br />2933 <br />2516 <br />3223 <br />3612 <br />4522 <br />90l <br />1611 <br />2933 <br />4100 <br />6130 <br />6111 <br />6101 <br />1'-6' (150') PRECAST <br />161 <br />1311 <br />2252 <br />1958 <br />2451 <br />2944 <br />3439 <br />665 <br />164 <br />1311 <br />2329 <br />3609 <br />5492 <br />6624 <br />5132 <br />96 <br />420 <br />834 <br />1253 <br />1011 <br />1342 <br />1614 <br />1886 <br />535 <br />I S28 <br />14SI <br />1 21113 <br />1 2618 <br />3595 <br />2815 <br />8' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />4ffr <br />UFL IFT <br />LATERAL <br />LENCsTN TYPE-2T <br />8RF6-IT <br />OW104T <br />OW14-IT <br />81�18-IT <br />Mi F22-IT <br />OW26-IT <br />8RF30- <br />81F10-2T <br />81a=14-2T <br />8Ff18-27 <br />8RF22-2T <br />DFF26-2 <br />30-2 <br />8RF <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 />MIS <br />2339 <br />3110 <br />4008 <br />4850 <br />5696 <br />4'-6' (54') PRECAST <br />1192 <br />1501 <br />2311 <br />3121 <br />BS31 <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')PREGAST <br />S24• <br />n2 <br />n95 <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 />5m1 <br />5'-10' (10') PRECAST <br />S96• <br />1138 <br />n42 <br />2352 <br />2965 <br />35SI <br />4116 <br />469 <br />896 <br />OSS <br />1690 <br />2290 <br />2891 <br />349-f <br />4106 <br />469 <br />6'-8' (80')PRECAST <br />lie <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />1100 <br />lie <br />956 <br />146S <br />1981 <br />250E <br />3035 <br />3563 <br />830 <br />�'-6' !90') PRECAST <br />688 <br />69l <br />1325 <br />1810 <br />2250 <br />2153 <br />3221 <br />110 <br />941 <br />688 <br />849 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />Nlro') PRECAST <br />533• <br />433 <br />OW1123 <br />141-1 <br />1104 <br />1995 <br />614 <br />533 <br />521 <br />1009 <br />1369 <br />1128 <br />1 2- <br />1 2450 <br />516 <br />-REDUCE VALUE BY 15% FOR i3RADE 40 FIELD REBAR <br />05 REBAR AT TOP <br />MIN. (1)REQ'D <br />1-1/2, CLEAR <br />T`i'PE DESIGNATION <br />Q <br />F - FILLED WITH GROUT / U = UNFILLED <br />4' <br />FQUANTITY OF 5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />J <br />? <br />.' ` <br />�: <br />e <br />GROUT <br />di <br />O <br />OF]& <br />- <br />Z <br />=15/7 <br />5 REBAR AT BOTTOM <br />L <br />• • <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT-1 <br />QUANTITY OF 5 <br />DEBAR AT TOP <br />I 1-I.'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 compiy with the architectural and/or structural drawings. <br />4. Lintels are manufactured with 5-I2' 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 Ilntels 11'-4' and <br />longer with a nominal height of 8' meet or exceed 1_/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 />8. Gast -In -place concrete may be provided In composite lintel In Ileu 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-I2'. <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 bg providing <br />addlonal reinforced masonry above the precast lintel. <br />6. One r 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 bg <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 />5. All safe loads in units of pounds per linear foot. <br />A R C N IT IC T s <br />6 <br />Des! n <br />Gr uo,�a�. <br />141 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA#,.. 0003325 <br />F <br />N <br />y <br />w <br />0 <br />u <br />h <br />0 <br />a <br />y <br />0 <br />0 <br />E, <br />SVSDIV. a LOT. <br />SILVERADO <br />LOT 47 <br />BLK 6 <br />FMOJL'CT*# <br />04128.000-04761 <br />MODsn, <br />4EHB <br />"2605-HAYDEN" <br />GARAOM S111111 : <br />LEFT <br />PAGW. <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />APA>f =CT -- <br />STATE OF FLO(iIDA <br />DP TT 10/20/17 <br />IdCAIi: 1/4"=1'-O" <br />>l23�iQP <br />1 B.1 <br />