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SAFE LOAD T,45LE5 <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />6' PRECAST 4 PRESTRESSED U-LINTELS <br />4� <br />C�RAVITi' <br />LENGTN_TYPE <br />SU8 <br />8F8-0B <br />8FI2-0B <br />I6- <br />0-® <br />2d- <br />28- <br />32- <br />BPS -IS <br />SFI2-IB <br />SFI6-IB <br />8F20-10 <br />SF24-1B <br />8F28-I15 <br />8F32-I8, <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />1193 6 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />US36 <br />3'-6' (42') PRECAST <br />2302 <br />3138 <br />3311 <br />468E <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 />W04 <br />10412 <br />11936 <br />4'-6' C54') PRECAST <br />1651 <br />1181 <br />1913 <br />2651 <br />3403 <br />414E <br />4896 <br />5644 <br />2110 <br />4021 <br />603E <br />1526 <br />W04 <br />10412 <br />56,615 <br />5'-4' C64°) PRECAST <br />1184 <br />1223 <br />1301 <br />1809 <br />2311 <br />2826K28. <br />3846 <br />1665 <br />288E <br />5051 <br />b096 <br />5400 <br />1450 <br />5'-10'l10') PRECAST <br />512 <br />1000 <br />1059 <br />1414 <br />lees <br />2304 <br />3131 <br />1459 <br />2db4 <br />4i44 <br />5458 <br />4431 <br />6122 <br />PRECAST <br />93� <br />1255 <br />2101 <br />3263 <br />2146 <br />33584585 <br />1255 <br />2101 <br />3396 <br />5260 <br />1134 <br />e890 <br />�'-6' l90")PRECAST <br />161 <br />1029 <br />111 <br />131 <br />1994 <br />2439 <br />3333 <br />029 <br />1615 <br />2610 <br />3839 <br />552L <br />6613 <br />5041 <br />V-4' (112') PRECAST <br />513 <br />632 <br />104E <br />1469 <br />We <br />1482 <br />1154 <br />2021 <br />166 <br />1212 <br />1018 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6'(126') PRECAST <br />456 <br />482 <br />802 <br />1125 <br />915 <br />1122 <br />1328 <br />1535 <br />658 <br />1025 <br />1514 <br />2001 <br />2114 <br />3130 <br />2404 <br />II'-4' (136') PRECAST <br />445 <br />55e <br />935 <br />1365 <br />1554 <br />2355 <br />1193 <br />2015 <br />5se <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <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 />S64 <br />1254 <br />1653 <br />2211 <br />2832 <br />3590 <br />13'-4' (160') PRECAST <br />362 <br />421 <br />126 <br />1028 <br />1331 <br />1635 <br />1224 <br />141S <br />485 <br />148 <br />1016 <br />1436 <br />1855 <br />2343 <br />2920 <br />14'-O'(168'J PRECAST <br />338 <br />3SI <br />648 <br />919 <br />I190 <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 />165 <br />1310 <br />2045 <br />2610 <br />3156 <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 />Ie55 <br />2310 <br />28SO <br />3410 <br />11'-4'(208')PRESTRESSE0 <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 />18W <br />2200 <br />2600 <br />IV-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 />1 150 <br />IOW <br />1400 <br />1120 <br />12030 <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 />940 <br />1340 <br />1180 <br />2110 <br />22'-0'(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 />010 <br />1250 <br />1660 <br />1910 <br />24'-Ot'288') 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 />1 1350 <br />1610 <br />MATERIALS <br />I. f'c precast Ilntels = 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 CSO 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 />~r4m 7r <br />U <br />I L <br />I F T <br />LATERAL <br />LENGTH <br />TYPE8-IU22153" <br />16-IT <br />20-IT <br />24-IT <br />28-IT <br />8F32-IT <br />BUS <br />SF8 <br />S-2I6-2T <br />20-2 <br />24-2 <br />28-2 <br />SF32-2T <br />2'-10'!34') PRECAST <br />2121 <br />4101 <br />5332 <br />6569 <br />1811 <br />9055 <br />2021 <br />2021 <br />2121 <br />981 <br />5190 <br />6401 <br />1630 <br />S851 <br />3'-6' (42') PRECAST <br />2165 <br />260 <br />4231 <br />52M <br />6204 <br />1192 <br />1251 <br />2165 <br />4125 <br />5091 <br />6061 <br />10364'-C' <br />1251 <br />(48') PRECAST <br />IB18832 <br />3680 <br />4532 <br />5381 <br />6245 <br />938 <br />936 <br />1818 <br />IS25 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-6' (54') PRECAST <br />le60 <br />1162 <br />2501 <br />3251 <br />4010 <br />4161 <br />5525 <br />121 <br />�2-1 <br />1660 <br />1105 <br />2435 <br />3111 <br />3V3 <br />4658 <br />5406 <br />5'-4' C64') 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 />3253 <br />3520 <br />4545 <br />5'-IO'C10') PRECAST <br />1212• <br />1351 <br />IS30 <br />2505 <br />3094 <br />3665 <br />4241 <br />418 <br />416 <br />1212 <br />1315 <br />1815 <br />2441 <br />3010 <br />3583 <br />4151 <br />6'-6'(18') PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />101 <br />881 <br />1141 <br />1162 <br />1684 <br />2192 <br />2103 <br />3216 <br />3132 <br />T-6' (TIV)PRECAST <br />959• <br />912 <br />1415 <br />1914 <br />2354 <br />2191 <br />3240 <br />5131 <br />651 <br />550 <br />1025 <br />1466 <br />1901 <br />3245 <br />V-4' (112') PRECAST <br />S01• <br />e12 <br />SW <br />1265 <br />1852 <br />2144 <br />30 <br />801 <br />155 <br />1192 <br />1550 <br />2211 <br />2634454 <br />10'-&'(12&') PRECAST <br />116• <br />458 <br />193 <br />102114% <br />N352151 <br />1131 <br />396 <br />493 <br />116 <br />611 <br />1039 <br />13892034 <br />2358 <br />ll'-4' C136') PRECAST666• <br />439 <br />6% <br />B99 <br />1309 <br />515363 <br />556 <br />666 <br />535 <br />S05 <br />1295 <br />18% <br />2198 <br />12'-0' (144') PRECAST <br />601• <br />400 <br />631 <br />516 <br />1001 <br />1186 <br />1312 <br />34O <br />494 <br />631 <br />486 <br />SO <br />1205 <br />1514 <br />1159 <br />2086 <br />13'- 4' Oro 0') PRECAST <br />500• <br />340 <br />532 <br />686 <br />841 <br />991 <br />n53 <br />302 <br />338 <br />513 <br />405 <br />602 <br />1004 <br />1361 <br />1631 <br />1891 <br />14'-0'(168') PRECAST <br />458• <br />316 <br />493 <br />635 <br />118 <br />922 <br />1065 <br />286 <br />360 <br />545 <br />316 <br />629 <br />922 <br />1254 <br />1561 <br />06 <br />PRESTRESSED <br />243 <br />2S5 <br />45S <br />591 <br />124 <br />851 <br />SW <br />N.R <br />351 <br />243 <br />352 <br />582 <br />S52 <br />1156 <br />14SI <br />1142 <br />15'-4' (184') PRESTRESSED <br />22B <br />218 <br />430 <br />553 <br />611 <br />801 <br />925 <br />N.R <br />321 <br />225 <br />329 <br />542 <br />191 <br />1012 <br />1381 <br />1616 <br />IT-4' (208')PRESTRESSED <br />lee <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />188 <br />216 <br />445 <br />649 <br />814 <br />1121 <br />1389 <br />IV-4' (232') PRESTRESSED <br />165 <br />201 <br />313 <br />401 <br />490 <br />516 <br />661 <br />N.R. <br />204 <br />165 <br />23S <br />383 <br />550 <br />136 <br />540 <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 />635 <br />S01 <br />SW22'-O'(264')PRESTRESSED <br />140 <br />3 <br />418 <br />4 0 <br />See <br />161 <br />131 <br />a33ro1 <br />1 <br />601 <br />11I <br />941N.R <br />24'-OY288')PRESTRESSED <br />121 <br />2 <br />380 <br />447 <br />515124 <br />N•R <br />135 <br />S <br />53B <br />680 <br />833 <br />GENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />6' PRECAST W1 2' RECESS DOOR U-LINTELS <br />4 <br />GRAVIT1' <br />TYPE <br />LENGTH <br />SfWb-CeSWIC-08 <br />S1RF14- <br />IS- <br />BM2-010 <br />SM26- <br />01*30-08 <br />erde-IB <br />BRFI®-1B <br />aRFla•IB <br />BRFIB•ID <br />81�22-IB <br />8RF76-1D <br />eF>'F90-16 <br />4'-4' (52') PRECAST <br />148E <br />1551 <br />1021 <br />3053 <br />3412 <br />2982 <br />4982 <br />3954 <br />6412 <br />4we <br />1941 <br />5904 <br />5416 <br />68W <br />10818 <br />4'-(o' (54') PRECAST <br />1351 <br />144E <br />21S2 <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' C6S')PREGAST <br />832 <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 />5814 <br />6839 <br />5'-10' (10') PRECAST <br />135 <br />119 <br />1500 <br />1449 <br />1924 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />-4811 <br />6412 <br />6516 <br />5450 <br />6411 <br />l80')PRECA57 <br />822 <br />901 <br />1611 <br />2933 <br />2516 <br />3223 <br />3012 <br />4522 <br />901 <br />1611 <br />2933 <br />4100 <br />6130 <br />6111 <br />6101 <br />(W')PRECAST <br />161 <br />1311 <br />2252 <br />1998 <br />2451 <br />2544 <br />343E <br />665 <br />164 <br />1311 <br />2329 <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-S' 1116°) PRECAST <br />311 <br />420 <br />834 <br />253 <br />1011 <br />342 <br />1614 <br />886 <br />535 <br />526 <br />1451 <br />2119 <br />2618 <br />3595 <br />2815 <br />V PRECAST UJ/ 2' RECESS DOOR U-LINTELS <br />*M <br />UFL IFT <br />ATERA <br />TYPE <br />LENGTH <br />�e-IT <br />8RFI0-IT <br />816'14-IT <br />0"18-IT <br />VW22-IT <br />OW26-IT <br />8W.F30-IT <br />-2T <br />8RF104T <br />81P14-2T <br />IsWIS-2T <br />8#M2-2T <br />elIP26.2 <br />RF 830- <br />8� <br />4'-4' 152') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4%1 <br />5825 <br />932 <br />1244 <br />1515 <br />2339 <br />3110 <br />4008 <br />4850 <br />56% <br />932 <br />4'-(o' (54') PRECAST <br />1152 <br />1501 <br />2311 <br />3121 <br />3931 <br />4156 <br />5511 <br />853 <br />1192 <br />14513 <br />2240 <br />3036 <br />3831 <br />1 <br />4643 <br />5453 <br />853 <br />5'-8" l68') PRECAST <br />924• <br />112 <br />1195 <br />2423 <br />3055 <br />3689E4106 <br />501 <br />924 <br />1132 <br />1141 <br />2351 <br />2918 <br />3603 <br />501 <br />5'-10' (10') PRECAST <br />8S& <br />1138 <br />1142 <br />2352 <br />2%5 <br />3581465 <br />469 <br />896 <br />1099 <br />1690 <br />22e6 <br />2eV <br />3491fo'-8' <br />!8O')PRECAST <br />118 <br />862 <br />1513 <br />2042 <br />2513 <br />3101630 <br />1100 <br />118 <br />956 <br />1468 <br />1981 <br />250E <br />3035�'-6' <br />C90')PRECAST <br />688 <br />6s1 <br />1325 <br />1810 <br />2280 <br />21530 <br />941 <br />688 <br />849 <br />1302 <br />1162 <br />2225 <br />2690533• <br />9'-8' CII6') PRECAST <br />433081123 <br />1413 <br />1104 <br />614 <br />533 <br />521 <br />1009 <br />1369 <br />1128 <br />2088 <br />2450 <br />516 <br />TYPE DESIGNATION <br />F . FILLED WITH GROUT / U - UNFILLED <br />QUANTITY OF 5 REBAR AT <br />BOTTOM OF LINTEL CAVITY< <br />8F1& -15/1T - <br />NOMINAL WIDTH L QUANTITY OF 45 <br />NOMINAL HEIGHT-]REBAR AT TOP <br />5AFE LOAD TABLE NOTES <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <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 />S. All Iintele 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 />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />-05 REBAR AT TOP <br />MIN. (I) REQ'D <br />1-1/2'CLEAR <br />GROUT <br />15 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />1-9/8'ACTUAL - BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH (VARIES) <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 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 />addlonal reinforced masonry above the precast lintel. <br />6. One 01 rebar may be substituted for two S rebare 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 E G N I T E C T! <br />Design <br />Grou l. <br />141 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-8078 <br />FAX: 407.774-0078 <br />www.abdeslgngrosp.eom <br />AA #: 0003325 <br />m <br />W <br />0 <br />O <br />F <br />0 <br />a <br />c <br />atMn:v 418 LiOTt <br />SILVERADO <br />LOT #13 <br />BLK #6 <br />BItOJE6CT* <br />04128.0 0-01361 <br />>tcoamM- <br />4EHB <br />"2605- HAYDEN" <br />owtewesm OWING - <br />LEFT <br />pAOM:" <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />ARCiifTC-CT= <br />8TATE OIF FLOFEDA <br />p 01 <br />DATU <br />11/7/17 <br />SCALD 1/4"=1'-0" <br />SiEl:S'1' <br />1B.1 <br />