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JAFE LOAD T,45LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />S" PRECAST 4 PRESTRESSED U-LINTELS <br />AmC4>�.r. <br />GRA <br />V I Tom' <br />TYPE <br />LENGTH <br />aua <br />8F8-mB <br />BF12-oB <br />I6- <br />20-0 <br />24- <br />28- <br />32- <br />BF8_1B <br />8F12-19 <br />8FI6-IB <br />8F20-IB <br />8F24-IB <br />8F28-I13 <br />8P32-IB <br />2'-I0'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />603E <br />1526 <br />S004 <br />10412 <br />II93 6 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />11936 <br />3'-6` C42') PRECAST <br />2302 <br />3138 <br />3311 <br />4685 <br />6001 <br />1315 <br />8630 <br />9941 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />11936 <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 />9004 <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 />S004 <br />10412 <br />9668 <br />S'-4' (64') PRECAST <br />1184 <br />1223 <br />1301 <br />1809 <br />2311 <br />282ro <br />3336 <br />3846 <br />1665 <br />2889 <br />5051 <br />6096 <br />5400 <br />(0424 <br />1450 <br />PRECAST <br />912 <br />1000 <br />1059 <br />1414 <br />186E <br />2304 <br />2121 <br />3131 <br />r 1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />5280 <br />6122 <br />6'-6'C18') 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 />!90') PRECAST <br />161 <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 />6613 <br />5041 <br />9'-4' C112') PRECAST <br />513 <br />632 <br />104E <br />1469 <br />1210 <br />14S2 <br />1154 <br />2021 <br />1&e <br />1212 <br />1818 <br />2544 <br />3469 <br />4030 <br />3121 <br />I0'-6'(126') PRECAST <br />4t,6 <br />402 <br />802 <br />1125 <br />SID <br />1122 <br />1328 <br />1535 <br />658 <br />1025 <br />1514 <br />2001 <br />2114 <br />3130 <br />2404 <br />il'-4" C136') PRECAST <br />445 <br />Sea <br />935 <br />1365 <br />1854 <br />2355 <br />1193 <br />2015 <br />598 <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-0°1144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />1689 <br />2014 <br />1510 <br />IBIS <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />35.30 <br />I3'-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 />1438 <br />1855 <br />2343 <br />2920 <br />14'-0'(168') PRECAST <br />33$ <br />381 <br />64S <br />INS <br />1190 <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />PRESTRESSED <br />NR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />NR <br />465 <br />165 <br />1310 <br />2045 <br />2VO <br />3185 <br />3165 <br />15'-4'(184') PRESTRESSED <br />N.R. <br />N.R. <br />MR <br />MR <br />MR <br />NR <br />MR <br />MR <br />420 <br />695 <br />1250 <br />1855 <br />2310 <br />2890 <br />3410 <br />Il'-4' (2O8')PRESTRESSED <br />NR. <br />N R <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />310 <br />530 <br />950 <br />1400 <br />IWO <br />2200 <br />2600 <br />19'-4' (232') PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />240 <br />400 <br />150 <br />1090 <br />1400 <br />1120 <br />2030 <br />21'-4' (256')PRESTRESSED <br />N.R.MR <br />MR <br />MR <br />NR <br />NR <br />NR <br />MR <br />183 <br />330 <br />610 <br />S40 <br />1340 <br />1180 <br />2110 <br />22'-O'(2(.4')PRESTRPSSED <br />NR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />I60 <br />300 <br />510 <br />610 <br />1250 <br />I660 <br />1910 <br />24'-Ot288') PRESTRESSED <br />NR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />130 <br />1 240 <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 3/8" aggregate. <br />4. Concrete masonry units (CMU) per ASTM CeO w/ <br />minimum net area compressive strength = ISOO 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 />S' PRECAST 4 PRESTRESSED U-LINTELS <br />CAVIr-441'"" <br />UFL <br />IFT <br />LATERAL <br />TYP <br />LENGTH I <br />8F8-I <br />16-1T <br />20-iT <br />24-1 <br />28-IT <br />8F32-IT <br />BU8 <br />8F8 <br />8-2 <br />2-2T <br />in <br />I6-2T <br />20-2 <br />24-2 <br />28-2 <br />8F32-2T <br />2'-10'(34') PRECAST <br />2121 <br />2818 <br />4101 <br />5332 <br />6569 <br />1811 <br />9055 <br />2021 <br />2121 <br />2184 <br />3981 <br />5190 <br />6401 <br />1630 <br />8851 <br />2021 <br />3'-6' (42') PRECAST <br />21_5 <br />2289 <br />3260 <br />4231 <br />5219 <br />6204 <br />1192 <br />251 <br />25l <br />2165 <br />2215 <br />3165 <br />4125 <br />5091 <br />606I <br />1036 <br />4'-0' C48°) PRECAST <br />1818 <br />1989 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />93$ <br />938 <br />1818 <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' (64') PRECAST <br />1393• <br />1484 <br />2110 <br />2141 <br />3315 <br />4010 <br />41b48 <br />505 <br />505 <br />1393 <br />1431 <br />2050 <br />2610 <br />3293 <br />3920 <br />4549 <br />5'-10'(10') PRECAST <br />1212• <br />1351 <br />1%30 <br />2505 <br />3084 <br />3665 <br />4241 <br />418 <br />41$ <br />1212 <br />1315 <br />ISl5 <br />2441 <br />3010 <br />3583 <br />4151 <br />PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />10l <br />881 <br />1141 <br />1182 <br />1684 <br />21S2 <br />2103 <br />3216 <br />3132 <br />"I'-(o' l90')PRECAS7 <br />See, <br />912 <br />1415 <br />1514 <br />2354 <br />21S1 <br />3240 <br />591 <br />651 <br />990 <br />102E <br />1466 <br />ISO-12351 <br />2191 <br />3245 <br />9'-4' (112') PRECAST <br />80I• <br />612 <br />980 <br />1269 <br />1560 <br />IS52 <br />2144 <br />454 <br />630 <br />8O1 <br />155 <br />1192 <br />1550 <br />19IO <br />2211 <br />2634 <br />10'-6'C126°) PRECAST <br />116• <br />498 <br />193 <br />1021 <br />1261 <br />1496 <br />1131 <br />396 <br />493 <br />116 <br />611 <br />1039 <br />1389 <br />1111 <br />2034 <br />235E <br />ll'-4' (136') PRECAST <br />666• <br />439 <br />656 <br />See <br />I104 <br />1305 <br />1515 <br />363 <br />556 <br />666 <br />535 <br />905 <br />1295 <br />1595 <br />189ro <br />219E <br />12'-O'C144") PRECAST <br />601• <br />400 <br />631 <br />816 <br />loot <br />1186 <br />1312 <br />340 <br />494 <br />631 <br />486 <br />We <br />1209 <br />1514 <br />I199 <br />2086 <br />PRECAST <br />5W- <br />340 <br />532 <br />686 <br />84I <br />99l <br />1153 <br />302 <br />39$ <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 />S22 <br />1065 <br />28(0 <br />360 <br />548 <br />318 <br />629 <br />S22 <br />1254 <br />1561 <br />1 <br />lei& <br />14'-8' (116') PRESTRESSED <br />243 <br />295 <br />45S <br />59I <br />124 <br />851 <br />Sw <br />N.R. <br />351 <br />243 <br />352 <br />582 <br />852 <br />US& <br />14SI <br />1142 <br />15'-4' (184') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />ell <br />WI <br />925 <br />N.R. <br />321 <br />22S <br />329 <br />542 <br />191 <br />1012 <br />1351 <br />ibl6 <br />ll'-4' (208')PRESTRESSED <br />ISS <br />236 <br />361 <br />464 <br />561 <br />blo <br />114 <br />N.R. <br />255 <br />I88 <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 />518 <br />661 <br />N.R. <br />204 <br />165 <br />239 <br />383 <br />550 <br />136 <br />540 <br />1160 <br />21'-4' f256')PRESTRESSED <br />145 <br />1S& <br />218 <br />356 <br />433 <br />512 <br />590 <br />N.R. <br />ll2 <br />142 <br />212 <br />336 <br />411 <br />(035 <br />80l <br />993 <br />22'-0'(264')PRESTRE56ED <br />140 <br />ISO <br />266 <br />343 <br />415 <br />493 <br />568 <br />N.R. <br />161 <br />131 <br />205 <br />322 <br />451 <br />60-1 <br />111 <br />941 <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 />IS& <br />290 <br />408 <br />536 <br />680 <br />833 <br />GENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />S' PRECAST W1 2° RECESS DOOR U-LINTELS <br />11, <br />411WIll <br />GfRAVITY <br />TYPE <br />LENGTH <br />-015 <br />SWfiV-08 <br />OW14- <br />ID- <br />OW22-08 <br />0RF26- <br />OW30-05 <br />91�6.18 <br />SM10-I15 <br />I OW14-18 <br />NW16-IS <br />0RF22-115 <br />NW26-0 <br />NW30-10 <br />4'-4' (52') PRECAST <br />1489 <br />1591 <br />1821 <br />3053 <br />3412 <br />2982 <br />4982 <br />3554 <br />6412 <br />4929 <br />1941 <br />5904 <br />9416 <br />6S8o <br />10818 <br />4'-6' (54') PRECAST <br />1351 <br />1449 <br />2182 <br />2114 <br />3600 <br />4481 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />10818 <br />5'-8' l68') PRECAST <br />832 <br />1602 <br />1S5O <br />2059 <br />2566 <br />3015 <br />3585 <br />185 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5814 <br />6839 <br />PRECAST <br />l35 <br />Ile <br />1500 <br />144E <br />1924 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />(c412 <br />6516 <br />5450 <br />6411 <br />6'-8' (80') PRECAST <br />822 <br />901 <br />%11 <br />2933 <br />2516 <br />3223 <br />3612 <br />4522 <br />Sol <br />1611 <br />2933 <br />4100 <br />6130 <br />Sill <br />6101 <br />(90') PRECAST <br />161 <br />1311 <br />2252 <br />1555 <br />2451 <br />2944 <br />3439 <br />665 <br />164 <br />1311 <br />We <br />3609 <br />5492 <br />6624 <br />5132 <br />V-8' (116') PRECAST <br />311 <br />420 <br />83d <br />1253 <br />loll <br />1342 <br />1614 <br />18e& <br />535 <br />S29 <br />1491 <br />211E <br />2618 <br />35SB <br />2815 <br />15' PRECAST W1 2' RECESS DOOR U-LINTELS <br />t>!h <br />U I L I <br />F T <br />LATERAL <br />TYPE <br />LENGTH <br />0RF6-IT <br />8F} IO-IT <br />01�14-R <br />aRF10-IT <br />81F1 22-1i <br />BFiF26-1T <br />81�30-R <br />_2T <br />SWIO.27 <br />SW14-2T <br />OW2-2T <br />81�22-2T <br />SM6-2 <br />8RF30-2 <br />SRU <br />SRF <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 />2339 <br />3110 <br />4006 <br />4S50 <br />5696 <br />4'-6" C54'J PRECAST <br />1192 <br />15o1 <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'-8' (68') PRECAST <br />924• <br />1112 <br />i195 <br />2423 <br />3055 <br />3689 <br />4325 <br />Sol <br />924 <br />1132 <br />1141 <br />2351 <br />2918 <br />3603 <br />4230 <br />501 <br />PRECAST <br />Be&. <br />1138 <br />1142 <br />2352 <br />2965 <br />3551 <br />41,38 <br />469 <br />469 <br />896 <br />1099 <br />1690 <br />22W <br />28SI <br />3491 <br />4106 <br />6'-8' (80')PRECAST <br />118 <br />S82 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />II00 <br />118 <br />956 <br />1468 <br />IS81 <br />2509 <br />W35 <br />3563 <br />1'-6' (90') PRECAST <br />6S8 <br />691 <br />1325 <br />1810 <br />22W <br />2153 <br />3221 <br />ll0 <br />941 <br />688 <br />54S <br />1302 <br />I162 <br />2225 <br />2690 <br />3151 <br />9'-8' (116') PRECAST <br />re 7521 <br />533• <br />433 <br />808 <br />1123 <br />141.3 <br />I104 <br />1995 <br />516 <br />614 <br />533 <br />1009 <br />1369 <br />1128 <br />20S8 <br />24SO <br />TYPE DESIGNATION <br />F =FILLED WITH GROUT / U •UNFILLED <br />QUANTITY OF S REBAR A7 <br />BOTTOM OF LINTEL CAVITY <br />I�1�/1T <br />NOMINAL WIDTH) L QUANTITY OF S <br />NOMINAL HEIGHT REBAR AT TOP <br />SAFE LOAD TABLE NOTES <br />1. Provide full mortar head and bed ,Joints. <br />2. Shore filled Ilntela 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 ll'-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 />S. Cast -in -place concrete may be provided in composite lintel in Ileu of concrete masonry unite. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />REBAR AT TOP <br />HIN. (1) REQ'D <br />CLEAR <br />J ~ <br />Q� <br />a= <br />J <br />i0 Z <br />_z <br />1-sia'ACTUAL BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH (VARIES) <br />C.M.U. <br />AR AT BOTTOM <br />rEL CAVITY <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 Ilntels 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 />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 />S. For composite lintel helghts 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 N IT E C T 3 <br />6 <br />Design <br />Gr% .2. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />- _ AA M: 0003325 <br />F <br />y <br />w <br />0 <br />h <br />W <br />0 <br />N <br />0 <br />z <br />STJHDIV. a LOT. <br />SILVERADO <br />LOT #21 <br />BLK #6 <br />PROJWT# <br />04128.000.02161 <br />MOD31sa <br />4EBB <br />"1828—CALI" <br />GAIT wa 8TIM k <br />RIGHT <br />PAGIM <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />ARCFingm <br />STATE OF FLORA <br />C" <br />r, <br />/ <br />J <br />KL.AND A. A CRA <br />AR NO 93723 <br />DA� 11/7/17 <br />NCALM <br />8XM= <br />1B01 <br />