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J' 4FE LOAD T,45LE5 <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />GRA <br />V I T`i- <br />TYP <br />LENGTH <br />81.18 <br />OFS-08 <br />SFI2-05 <br />I6-0 <br />20- <br />24- <br />28- <br />32- <br />SF8-15 <br />SF12-15 <br />SF16-I15 <br />SF20-IS <br />OF24-15 <br />OF28-IB <br />OF32-IB <br />2'-10'C34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />11936 <br />3166 <br />4413 <br />603E <br />1526 <br />9004 <br />10412 <br />11936 <br />3'-6° (42") PRECAST <br />2302 <br />313E <br />3311 <br />4689 <br />6001 <br />1315 <br />5630 <br />s941 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />11936 <br />4'-0' (46') PRECAST <br />2029 <br />2325 <br />24e6 <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 />1161 <br />IS13 <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' C64")PRECAST <br />1184 <br />1223 <br />1301 <br />1809 <br />2311 <br />2826 <br />3 <br />336 <br />3846 <br />1665 <br />2889 <br />5051 <br />60e6 <br />5400 <br />6424 <br />1450 <br />5'-10'l10') PRECAST <br />512 <br />1000 <br />105S <br />1414 <br />ISSe <br />2304 <br />2121 <br />3131 <br />145e <br />2464 <br />4144 <br />5458 <br />4431 <br />5260 <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 />Sees <br />6890 <br />�'-6' l90')PRECAST <br />�(�� <br />1029 <br />1615 <br />23-a <br />IS54 <br />2439 <br />2586 <br />3333 <br />1029 <br />1615 <br />2610 <br />3S39 <br />5596 <br />ro613 <br />5041 <br />9'-4' OW) PRECAST <br />Cj13 <br />632 <br />1049 <br />1469 <br />1210 <br />1482 <br />1154 <br />2021 <br />168 <br />1212 <br />1818 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6'1126') PRECAST <br />4t>6 <br />4S2 <br />S02 <br />1125 <br />915 <br />1122 <br />1328 <br />1535 <br />658 <br />1025 <br />1514 <br />2081 <br />2114 <br />3130 <br />2404 <br />II'-4' (136') PRECAST <br />445 <br />be$ <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'-0'(144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />1689 <br />2014 <br />1510 <br />ISIS <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />35W <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'-OY168`) PRECAST <br />338 <br />381 <br />648 <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' 1116') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />465 <br />lb5 <br />1310 <br />2045 <br />2610 <br />3185 <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 />IS55 <br />2310 <br />2890 <br />3410 <br />11'-4'(208')F'RESTRESSED <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 />IWO <br />2200 <br />2600 <br />19'-4' C2327 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 />2l'-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 />e40 <br />1340 <br />1180 <br />2110 <br />22'-O'(264')PRESTRESSED <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 />I66o <br />1910 <br />24'-0T288')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 />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 (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = Isom psi. <br />5. Rebar provided In precast lintel per ASTM 4615 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 />Rf� <br />UFL <br />IFT <br />LATERAL <br />TYPE <br />8-I <br />8-2 <br />i2-ITFOFIr.-IT20-IT <br />12-2T-2 <br />24-IT <br />24-2 <br />2e-IT <br />2e-2 <br />OF32-ITLENGTH <br />SF32-27 <br />SUB <br />SFS2721 <br />2'-i0'l34'J PRECAST2121 <br />281832 <br />6569 <br />lell <br />W55 <br />2021 <br />21849c <br />64011b30l2021 <br />3'-6' (42') PRECAST <br />2165 <br />226531 <br />5213 <br />6204 <br />11WI251 <br />1251 <br />2165 <br />221525 <br />5091 <br />6061 <br />10364'-0'(48') <br />PRECAST <br />lele19S980 <br />4532 <br />5381 <br />6245938938 <br />1818 <br />1925 <br />83 <br />4422 <br />5264 <br />6110 <br />4'-6' C54') 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 />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 />4545 <br />5'-10'(10') PRECAST <br />1212• <br />1351 <br />IWO <br />2505 <br />3084 <br />3665 <br />4241 <br />418 <br />418 <br />1212 <br />1315 <br />1815 <br />2441 <br />3010 <br />3583 <br />4I51 <br />PRECAST <br />1141- <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />'10l <br />ea-11141 <br />Ile2 <br />1684 <br />2192 <br />12103 <br />3216 <br />1 3132 <br />1'-6' (SO')PRECAST <br />MS- <br />512 <br />1415 <br />IS14 <br />2354 <br />2191 <br />3240 <br />591 <br />651 <br />990 <br />102E <br />1466 <br />1901 <br />2351 <br />2191 <br />3245 <br />9'-4' (112') PRECAST <br />S01• <br />9,12 <br />980 <br />1269 <br />1560 <br />1852 <br />2144 <br />454L <br />801 <br />155 <br />II92 <br />1550 <br />1910 <br />2211 <br />2e,34 <br />I0'-6Y126") PRECAST <br />ills• <br />498 <br />193 <br />1021 <br />1261 <br />1496 <br />396 <br />11ro <br />611 <br />1038 <br />Bee <br />1111 <br />2034 <br />;r <br />2358ii'-4' <br />(136') PRECAST <br />666•43e696See1104 <br />1309 <br />1515363 <br />666 <br />535 <br />505 <br />1255 <br />15155 <br />1896 <br />21W <br />12'-O'(144') PRECAST <br />601• <br />400 <br />631 <br />816 <br />loci <br />1186 <br />1312 <br />340 <br />494 <br />631 <br />486 <br />ale <br />1209 <br />1514 <br />Iles <br />2086 <br />13'-4' (160') PRECAST <br />Scc• <br />340 <br />532 <br />686 <br />841 <br />99l <br />1153 <br />302 <br />398 <br />513 <br />40e <br />682 <br />1004 <br />1361 <br />1631 <br />Iasi <br />14'-O'(168') PRECAST <br />458• <br />316 <br />493 <br />635 <br />lie <br />922 <br />1065 <br />286 <br />360 <br />548 <br />318 <br />629 <br />922 <br />1254 <br />Be,, <br />1816 <br />14'-8' (116') PRESTRESSED <br />243 <br />295 <br />45S <br />591 <br />124 <br />851 <br />990 <br />N.R. <br />351 <br />243 <br />352 <br />582 <br />852 <br />1156 <br />14SI <br />1142 <br />15'-4' 1184') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />611 <br />Sol <br />925 <br />N.R <br />321 <br />228 <br />32S <br />542 <br />191 <br />1012 <br />I381 <br />I616 <br />11'-4' (208')PRESTRES5ED <br />Ise <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />1" <br />216 <br />445 <br />64S <br />814 <br />112I <br />1389 <br />IV-4' (232') PRESTRESSED <br />1" <br />201 <br />313 <br />401 <br />490 <br />518 <br />661 <br />N.R. <br />204 <br />*5 <br />23e <br />383 <br />550 <br />'136 <br />S40 <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 />112 <br />142 <br />212 <br />336 <br />411 <br />635 <br />801 <br />Tb3 <br />22'-0'(264')PRESTRES5ED <br />WO <br />ISO <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 />ill <br />941 <br />24'-0'(288') PRESTRESSED <br />121 <br />165 <br />244 <br />312 <br />380 <br />441 <br />1 515 <br />N.R. <br />135 <br />124 <br />186 <br />29O <br />408 <br />538 <br />6Sc <br />833. <br />GENERAL NOTES <br />-REDUCE VALUE BY 259. FOR GRADE 40 FIELD REBAR <br />S' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />^1111I*-4m" <br />r_z;iRAV I T`i- <br />TYPE <br />LENGTH <br />OFF6- <br />8itl'6-ID <br />afflm-05 <br />9RFIm-IB <br />8RF14- <br />SRFI4-115 <br />M- <br />81WI8-ID <br />8 22- <br />8RF22-IB <br />6- <br />8RF26-I15 <br />SRF30-05 <br />NW-W-IB <br />4'-4" (52') PRECAST <br />1489 <br />15e1 <br />1821 <br />3053 <br />3412 <br />1 2982 <br />4982 <br />3954 <br />6412 <br />I 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 />44S1 <br />5315 <br />6264 <br />1102 <br />3412 <br />4e82 <br />6412 <br />1941 <br />s416 <br />10818 <br />(68') PRECAST <br />l85 <br />832 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5814 <br />6839 <br />5'-IO' 110') PRECAST <br />l35 <br />lie <br />1500 <br />144E <br />IS24 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />ls412 <br />6516 <br />5450 <br />6411 <br />6'-8' l80')PRECAST <br />822 <br />Sol <br />lb11 <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />901 <br />Irbil <br />2933 <br />4100 <br />6130 <br />8111 <br />(.101 <br />1'-6" l90')PRECAST <br />161 <br />1311 <br />2252 <br />195e <br />2451 <br />2s44 <br />343E <br />665 <br />164 <br />1311 <br />2329 <br />3609 <br />I 5492 <br />6624 <br />5132 <br />9'-8' (116') PRECAST <br />3l1 <br />420 <br />e34 <br />1253 <br />I011 <br />1342 <br />1614 <br />1886 <br />535 <br />928 <br />1491 <br />2119 <br />1 2610 <br />3595 <br />2elS <br />8' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />Ayr-4mm <br />Uf'L IFT <br />ATERA <br />LENGTYPE TH <br />OW6-IT <br />BRFIC-IT <br />OW14-IT <br />SRFIS-IT <br />8RF22-IT <br />BRF26-IT <br />8RF3m-IT <br />6W6-2T <br />6WIV-2T <br />SRF14-2T <br />MWIS-2T <br />SRF22-2T <br />SRF26-2 <br />3m-2 <br />8RU <br />8RF <br />4'-4" (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4561 <br />5825 <br />932 <br />932 <br />1244 <br />1519 <br />2339 <br />3110 <br />4008 <br />485E <br />5696 <br />4'-6' (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'-6" ((081) PRECAST <br />924• <br />1112 <br />I195 <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'-i0° C10') PRECAST <br />S96• <br />1138 <br />1142 <br />2352 <br />2965 <br />3561 <br />4195 <br />46e <br />896 <br />1c99 <br />16W <br />22W <br />2S91 <br />34el <br />4106 <br />469 <br />6' -8' C80')PRECAST <br />lie <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />limo <br />ll8 <br />956 <br />1469 <br />1981 <br />2509 <br />3035 <br />3563 <br />(90')PRECAST <br />688 <br />691 <br />1325 <br />1810 <br />2280 <br />2153 <br />3221 <br />110 <br />541 <br />688 <br />849 <br />1302 <br />I162 <br />2225 <br />2690 <br />31el <br />9'-6' (116') PRECAST <br />533• <br />1 433 <br />1 80S <br />1 1123 <br />1 1413 <br />1 1104 <br />1995 <br />614 <br />533 <br />1 521 <br />1 1009 <br />1 1369 <br />1 1128 <br />1 2088 <br />1 2450 <br />516 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />15 REBAR AT TOP <br />MIN. (1) REQ'D <br />d' • <br />1-1/2, CLEAR <br />TYPE <br />DESIGNATION <br />a <br />F = FILLED WITH GROUT / U UNFILLED <br />U <br />Q <br />T <br />C.M.U. <br />FQUANTITY <br />OF 5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />Q <br />'� <br />_Y <br />GROUT <br />_Z <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 />1-5/8'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 comply with the architectural andlor 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/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. 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 />1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled <br />lintels must be reduced by 209. If bearing length is less than 6-1/2'. <br />Safe loads for all recessed lintels 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 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 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 R C It I T R C T! <br />6 <br />Design <br />Grou0.a <br />Al N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAK 407-774d078 <br />wwwabdesigngroup"m <br />AA 8: 0003325 <br />F <br />m <br />y <br />w <br />2 <br />0 <br />y <br />0 <br />h <br />c <br />au mIV a LoTil <br />SILVERADO <br />LOT 23 <br />BLK 6 <br />PROJECT* <br />04128.000-02361 <br />MODEL: <br />4EJB <br />"2807-ELLE" <br />GARAGE BWXKG: <br />LEFT <br />PAGE: <br />LINTEL <br />LOADS <br />150 MPH EXP. B <br />STATE OF FLORA <br />DA 11/10/17 <br />SCALE: 1 /4"=1'- 0" <br />SIEMM <br />1B• 1 <br />