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5/4FE LOAD T,45L ES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />C ""r <br />QRAV1T'T' <br />LENGTH TYP <br />SUg <br />SF8-05 <br />SFI2-05 <br />W- <br />0- <br />24- <br />28-W32-OB <br />8F6-IB <br />OF12-IB <br />8FI6-I8 <br />SP20-I5 <br />OF24-I5 <br />DP20-IB <br />OF32-IS <br />2'-10'(34') PRECAST <br />2302 <br />Nee. <br />4413 <br />6033 <br />1526 <br />W04 <br />10412 <br />11936 <br />3166 <br />4413 <br />6035 <br />1526 <br />9004 <br />10412 <br />IIS36 <br />3'-6' l42') PRECAST <br />2302 <br />3138 <br />3311 <br />468E <br />6001 <br />1315 <br />8630 <br />S941 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />IIS36 <br />4'-QJ' C48') PRECAST <br />2id29 <br />2325 <br />2496 <br />3461 <br />4438 <br />$410 <br />6384 <br />1358 <br />2e46 <br />4413 <br />6039 <br />1526 <br />e004 <br />10412 <br />11936 <br />4'-6' (54') PRECAST <br />1651 <br />IlSl <br />1913 <br />2651 <br />3403 <br />4149 <br />4896 <br />5644 <br />2110 <br />4021 <br />6039 <br />152ro <br />W04 <br />10412 <br />9668 <br />5'-4° (64')PREGAS7 <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'(10') PRECAST <br />o�12 <br />1000 <br />1053 <br />1414 <br />1889 <br />2304 <br />2121 <br />3131 <br />1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />5280 <br />6122 <br />(-W) PRECAST <br />931 <br />1255 <br />2101 <br />3263 <br />2146 <br />3352, <br />3911 <br />4585 <br />1255 <br />2101 <br />3396 <br />5260 <br />1134 <br />8995 <br />6890 <br />�'-6' l90')PREGAST <br />161 <br />1025 <br />1615 <br />2385 <br />1994 <br />243E <br />2886 <br />3333 <br />102E <br />1615 <br />2610 <br />383E <br />5596 <br />6613 <br />5041 <br />9'-4' (112'J PRECAST <br />S13 <br />632 <br />104E <br />1469 <br />1210 <br />141B2 <br />1154 <br />2021 <br />168 <br />1212 <br />I818 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6"C126°) PRECAST <br />456 <br />482 <br />8m2 <br />1125 <br />S15 <br />1122 <br />1325 <br />1535 <br />658 <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 />598 <br />935 <br />1365 <br />1554 <br />2441 <br />31SS <br />4044 <br />12'-O'(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 />lew <br />2211 <br />2832 <br />35SO <br />13'-4'(160')PRECAST <br />362 <br />421 <br />126 <br />1028 <br />1331 <br />1635 <br />1224 <br />1418 <br />485 <br />1 148 <br />1016 <br />1436 <br />1855 <br />2343 <br />2920 <br />14'-O'(168') PRECAST <br />338 <br />381 <br />648 <br />919 <br />1190 <br />14e2 <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 />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />465 <br />165 <br />1310 <br />2045 <br />2610 <br />3185 <br />3165 <br />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 />1865 <br />2310 <br />2890 <br />3410 <br />Il'-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 />1090 <br />1400 <br />1120 <br />2030 <br />21'-4' (25,6')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />IS3 <br />330 <br />610 <br />S40 <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 />810 <br />1250 <br />1660 <br />1910 <br />24'-011`286') 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 />I. F'c precast lintels = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. f'c grout - 3000 psi w/ maximum 3/5' 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 A510. <br />8. Mortar per ASTM C210 type M or S. <br />V PRECAST d PRESTRESSED U-LINTELS <br />41111119M <br />UFL <br />IFT <br />LATERAL <br />TYPE8-I <br />LENGTH <br />12-IT <br />BPI(. -IT <br />20-IT <br />24-IT <br />28-IT <br />eF32-IT <br />8U8 <br />eF8 <br />8-2 <br />12-2T <br />16-2T <br />20-2 <br />24-2 <br />28-2 <br />8F32-27 <br />2'-10"(34') PRECAST <br />2121 <br />2818 <br />4101 <br />5332 <br />6569 <br />1811 <br />9055 <br />2m21 <br />2121 <br />2184 <br />3981 <br />5190 <br />6401 <br />1630 <br />8851 <br />2(d21 <br />3'-6' (42') PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />521E <br />6204 <br />1192 <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />SOV <br />6061 <br />7,36 <br />4'-O' (48') PRECAST <br />ISIS <br />1989 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />"938 <br />938 <br />IBi5 <br />IS25 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-6" (54") PRECAST <br />I660 <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' (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 />PRECAST <br />1212• <br />1351 <br />1930 <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 />415i <br />PRECAST <br />141• <br />12m0 <br />133 <br />2250 <br />2169 <br />3290 <br />3812 <br />101 <br />681 <br />1141 <br />1182 <br />1684 <br />2192 <br />2103 <br />3216 <br />732 <br />(90')PRECAST <br />959• <br />S12 <br />1415 <br />1914 <br />2354 <br />2191 <br />3240 <br />551 <br />651 <br />990 <br />1025 <br />1466 <br />190i <br />2351 <br />2191 <br />3245 <br />9'-4' (112°) PRECAST <br />Sol- <br />612 <br />em <br />1269 <br />15eo <br />1852 <br />2144 <br />454 <br />30 <br />801 <br />155 <br />II92 <br />1550 <br />1910 <br />2211 <br />2634 <br />10'-6'(126') PRECAST <br />-193 <br />1021 <br />1261 <br />1496 <br />1131 <br />396 <br />493 <br />103E <br />1389 <br />1111 <br />2034 <br />2358 <br />ll'-4' (136') PRECAST <br />696 <br />899 <br />104 <br />3O9 <br />1515 <br />363 <br />556 <br />905 <br />1295 <br />1595 <br />1896 <br />2198 <br />12'-O'C144') PRECAST <br />T513 <br />631 <br />el6 <br />1001 <br />1186 <br />1312 <br />340 <br />494 <br />018 <br />1209 <br />1514 <br />1199 <br />2086 <br />i3'-4" (160') PRECAST <br />532 <br />SOS <br />841 <br />99i <br />1153 <br />302 <br />398 <br />682 <br />1004 <br />1361 <br />1631 <br />IB9i <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 />62S <br />S22 <br />1254 <br />15el <br />IS* <br />14'-8' (Ile') 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 />552 <br />852 <br />1156 <br />1491 <br />1142 <br />(184')PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />611 <br />WI <br />935 <br />N.R. <br />32l <br />228 <br />329 <br />542 <br />191 <br />1012 <br />1381 <br />1616 <br />Il'-4' (208')PRESTRESSED <br />188 <br />236 <br />361 <br />464 <br />561 <br />610 <br />-114 <br />N.R. <br />255 <br />1S8 <br />216 <br />449 <br />649 <br />814 <br />1121 <br />I389 <br />19'-4' (232') PRESTRESSED <br />165 <br />201 <br />313 <br />401 <br />490 <br />518 <br />Gel <br />N.R. <br />204 <br />165 <br />23S <br />383 <br />550 <br />-136 <br />940 <br />1160 <br />21'-4' (256')PRESTRESSED <br />145 <br />IS& <br />218 <br />356 <br />433 <br />512 <br />59O <br />N.R. <br />112 <br />142 <br />212 <br />336 <br />411 <br />635 <br />801 <br />993 <br />22'-0'(264')PRESTRESSE0 <br />140 <br />180 <br />2es <br />343 <br />418 <br />493 <br />56S <br />N.R. <br />161 <br />131 <br />205 <br />322 <br />451 <br />601 <br />1l1 <br />94l <br />24'-O'(288') PRESTRESSED <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 />833 <br />GENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />8" PRECAST W/ 2" RECESS DOOR U-LINTELS <br />TYPE <br />LENGTH <br />- <br />OWIC-08 <br />OW14- <br />OW*- <br />SMF22- <br />6- <br />8W30-m6 <br />9IW6-IB <br />SWIG-18 <br />OW14-0 <br />1W18-16 <br />SM22.0 <br />SRF26-I15 <br />$W30-I5 <br />4'-4' (52') PRECAST <br />14SS <br />i591 <br />1821 <br />3053 <br />3412 <br />2982 <br />4982 <br />3954 <br />6412 <br />4525 <br />1941 <br />5904 <br />S416 <br />6880 <br />1081e <br />4'-6' (54') PRECAST <br />1351 <br />144E <br />2182 <br />2114 <br />3600 <br />4481 <br />53i5 <br />6264 <br />1102 <br />3412 <br />49B2 <br />6412 <br />1941 <br />9416 <br />10818 <br />5'-8' l68'J PRECAST <br />532 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />185 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5S14 <br />6839 <br />PRECAST <br />i35 <br />119 <br />1500 <br />1449 <br />1924 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3BII <br />6412 <br />65le <br />5450 <br />6411 <br />6'-8' (80')PRECA5T <br />822 <br />Sol <br />I6il <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />Sol <br />1611 <br />2533 <br />4100 <br />6130 <br />Bill <br />6101 <br />1'-6' (SO')PRECAST <br />161 <br />1311 <br />2252 <br />IS55 <br />2451 <br />2544 <br />3439 <br />665 <br />164 <br />1311 <br />2329 <br />3609 <br />5492 <br />6624]815 <br />5132 <br />9'-8' (116') PRECAST <br />311 <br />420 <br />e34 <br />1253 <br />1011 <br />1342 <br />1614 <br />886 <br />535 <br />we <br />14el <br />2119 <br />2618 <br />3595 <br />8" PRECAST W/ 2' RECESS DOOR U-LINTELS <br />4M <br />UPLIFT <br />LATERAL <br />TYPE <br />LENGTH TYPE <br />OF -IT <br />81 IVAT <br />8RF14-IT <br />81WI8-IT <br />8RF22-IT <br />8RF26-IT <br />8RF30-I <br />INWW-2T <br />8W14-2T <br />OWIS-2T <br />OW22-2T <br />01W26-2 <br />OW30-2 <br />8RU <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 />ISIS <br />233E <br />3110 <br />4008 <br />4B50 <br />5696 <br />4'-6' l54'J 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 />383i <br />4643 <br />5453 <br />853 <br />5'-8' (66') 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 />2916 <br />3603 <br />4230 <br />501 <br />5'-10° (l0') PRECAST <br />896• <br />1138 <br />1142 <br />2352 <br />2965 <br />3581 <br />41W <br />469 <br />896 <br />im99 <br />1690 <br />22W <br />2891 <br />349i <br />d106 <br />469 <br />(80')PRECAST <br />118 <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />'lie <br />956 <br />1468 <br />198i <br />2509 <br />3035 <br />3563 <br />(SO') PRECAST <br />bee <br />69i <br />1325 <br />1810 <br />22W <br />2153 <br />322-1 <br />ilm <br />541 <br />ew <br />849 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />Nib') PRECAST <br />533• <br />433 <br />we <br />1123 <br />413 <br />1iO4 <br />995 <br />614 <br />533 <br />521 <br />1009 <br />Bee <br />1 1128 <br />2088 <br />2450 <br />516 <br />-REDUCE VALUE BY15`6 FOR GRADE 40 FIELD MBAR <br />"5 REBAR AT TOP <br />MIN. (1) REQ'D <br />j1-1/2 <br />CLEAR <br />TYPE DESIGNATION <br />a <br />F - FILLED WITH GROUT / U = UNFILLED <br />_ <br />:' <br />G.M.U. <br />QUANTITY OF -5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />J <br />' <br />E <br />—GROUT <br />Z <br />;q <br />15 REBAR AT BOTTOM <br />L <br />• • <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />QUANTITY OF +'S <br />REBAR AT TOP <br />I 1-5/8-ACTUAL <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH <br />(VARIES) <br />54FE LOAD TABLE <br />NOTES <br />1. 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 or 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 />I. 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 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 "S 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 />S. All safe loads In units of pounds per linear foot. <br />A R c x 1 T e c T a <br />6 <br />Design <br />GrouP, <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />m <br />ti <br />0 <br />y <br />w <br />G <br />0 <br />ui0xV. to LO'l* <br />SILVERADO <br />LOT #19 <br />BLK #6 <br />0412?-01961 <br />MODSZa <br />4EGB <br />"GALEN" <br />GARAGE aWWQ: <br />LEFT <br />PAGE: <br />LINTEL LOAD <br />TABLES <br />150 MPH EXP. B <br />