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f <br />SAFE LOAD T,45LE5 <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />6' PRECAST 4 PRESTRESSED U-LINTELS <br />GRAVITY - <br />TYPE <br />LENGTH <br />8U8 <br />ED-05 <br />8FI2- <br />16- <br />0- <br />4- <br />8- <br />32- <br />8F8-B <br />8F12-I13 <br />8F16-I1B <br />OF20- <br />8F24-I5 <br />8F28-115 <br />8F32-I13 <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />5004 <br />10412 <br />1193 6 <br />3166 <br />4413 <br />603E <br />1526 <br />S004 <br />10412 <br />11936 <br />3'-6' (42') PRECAST <br />2302 <br />3138 <br />3311 <br />4689 <br />6001 <br />1315 <br />8630 <br />SS41 <br />3166 <br />4413 <br />6039 <br />1526 <br />5004 <br />10412 <br />11936 <br />4'-0' (48') PRECAST <br />202E <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 />Ii936 <br />4'-6' (54') PRECAST <br />1651 <br />nal <br />M13 <br />2651 <br />3403 <br />4149 <br />4896 <br />5644 <br />2110 <br />4021 <br />6035 <br />1526 <br />9004 <br />10412 <br />5668 <br />5'-4' l64')PREGAST <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'-10Y10') PRECAST <br />512 <br />1000 <br />1059 <br />1414 <br />lees <br />2304 <br />2121 <br />3131 <br />145E <br />2464 <br />4144 <br />5458 <br />4431 <br />52W <br />6122 <br />6'-6'(l8') 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 />89% <br />6890 <br />1'-6' (90')PRECAST <br />lbl <br />1025 <br />1615 <br />2385 <br />1994 <br />2439 <br />2886 <br />3333 <br />1029 <br />1615' <br />2610 <br />3839 <br />5556 <br />6613 <br />5041 <br />9'-4' (112') PRECAST <br />513 <br />632 <br />1049 <br />1469 <br />1210 <br />1482 <br />1154 <br />2021 <br />168 <br />1212 <br />1818 <br />25" <br />346S <br />4030 <br />3121 <br />10'-6'(126') PRECAST <br />456 <br />482 <br />am <br />1125 <br />S15 <br />1122 <br />1328 <br />1535 <br />658 <br />1025 <br />SW <br />2001 <br />2114 <br />3130 <br />2404 <br />II'-4' (136') PRECAST <br />44T <br />598 <br />935 <br />1365 <br />1854 <br />2-455 <br />1193 <br />2015 <br />598 <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />40" <br />12'-O'(144') F'�GAST <br />414 <br />545 <br />864 <br />1254 <br />1'85 <br />2014 <br />1510 <br />1818 <br />555 <br />864 <br />1254 <br />16W <br />2211 <br />2832 <br />35W <br />13'-4' (I60') PRECAST <br />-462 <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'-O'1168') 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 />PRESTRESSED <br />NR <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 />15'-4'l184') PRESTRESSED <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />420 <br />6% <br />1250 <br />1855 <br />2310 <br />2890 <br />3410 <br />n'-4' (208')FRESTRESSED <br />NR <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 />NR <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' (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 />1180 <br />2110 <br />22'-0'(2b4')PRE5TRE55ED <br />NR. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />16m <br />300 <br />510 <br />010 <br />1250 <br />1660 <br />M10 <br />24'-0T288')PRESTRESSE <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />5 <br />240 <br />410 <br />120 <br />1030 <br />1350 <br />1610 <br />MATERIALS <br />1. f'c precast Iintele = 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 CW 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 GRbm. <br />6. Prestressing strand per ASTM A41F, 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 />UPL <br />IFT <br />LATERAL <br />LENGTH T <br />8-1 <br />12-IT <br />16-IT <br />0-IT <br />4-I <br />28-IT <br />8F32-IT <br />eu8 <br />eF8 <br />8-2 <br />12-2T <br />I6-2 <br />20-2 <br />24-z <br />28-2 <br />SF32-2T <br />2'-10'(34') PRECAST <br />2121 <br />2818 <br />4101 <br />5332 <br />6569 <br />lei] <br />9055 <br />2021 <br />212-1 <br />2184 <br />3981 <br />5W <br />6401 <br />1630 <br />SS51 <br />2021 <br />(42'J PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />5219 <br />6204 <br />1192 <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />509I <br />6061 <br />1036 <br />4'-0' (48') PRECAST <br />1610 <br />1989 <br />2832 <br />36W <br />4532 <br />5381 <br />6245 <br />1536 <br />938 <br />1818 <br />1925 <br />21" <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-6' (54') PRECAST <br />1660 <br />n62 <br />2501 <br />3251 <br />4010 <br />4161 <br />SS25 <br />121 <br />1660 <br />n05 <br />2435 <br />3111 <br />3'aM <br />4658 <br />54" <br />121 <br />5'-4' (64') PRECAST <br />1393• <br />1484 <br />2110 <br />2141 <br />3315 <br />4010 <br />4648 <br />505 <br />505 <br />13W <br />1431 <br />2050 <br />2610 <br />3293 <br />3920 <br />4549 <br />5'-10'(l0') PRECAST <br />1212• <br />1351 <br />M30 <br />2505 <br />3084 <br />3665 <br />4241 <br />416 <br />418 <br />1212 <br />1315 <br />1815 <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 />101 <br />881 <br />1141 <br />1182 <br />1604 <br />21W <br />2103 <br />3216 <br />3132 <br />l'-6' C90'JPRECAST <br />959• <br />912 <br />1415 <br />1914 <br />2354 <br />2191 <br />3240 <br />65l <br />eW <br />1029 <br />1466 <br />1901 <br />2351 <br />2191 <br />3245 <br />591 <br />9'-4' C112') PRECAST <br />S01• <br />612 <br />%0 <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />30 <br />001 <br />1% <br />I192 <br />I" <br />ISO <br />2211 <br />2634 <br />10'-6'(126') PRECAST <br />116• <br />498 <br />193 <br />1021 <br />1261 <br />H96 <br />1731 <br />3% <br />493 <br />116 <br />611 <br />1039 <br />1389 <br />nil <br />12034 <br />2358 <br />II'-4' (136') PRECAST <br />666• <br />439 <br />696 <br />899 <br />1104 <br />1309 <br />1515 <br />363 <br />556 <br />666 <br />535 <br />905 <br />12% <br />15% <br />1896 <br />21W <br />12'-O'(144') PRECAST <br />601• <br />400 <br />631 <br />816 <br />1001 <br />I186 <br />1312 <br />340 <br />494 <br />631 <br />4. <br />818 <br />120E <br />1514 <br />1199 <br />2086 <br />13'-4' (160') PRECAST <br />5O0• <br />340 <br />532 <br />686 <br />841 <br />991 <br />1153 <br />302 <br />398 <br />513 <br />405 <br />682 <br />1004 <br />1361 <br />1631 <br />I891 <br />14'-0'1168') PRECAST <br />aye• <br />316 <br />493 <br />635 <br />118 <br />922 <br />065 <br />286 <br />360 <br />548 <br />318 <br />629 <br />922 <br />1254 <br />1561 <br />1816 <br />14'-8' (il6') PRESTRESSED <br />243 <br />2% <br />45S <br />551 <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' C184') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />Ell <br />WIP112N_R. <br />321 <br />228 <br />32S <br />542 <br />IV <br />1012 <br />D81 <br />(208'JPRESTRESSED <br />I" <br />236 <br />361 <br />464 <br />561 <br />610Il'-4' <br />N-R <br />255 <br />I88 <br />216 <br />449 <br />64S <br />814 <br />1121 <br />PRESTRESSED <br />165 <br />201 <br />313 <br />401 <br />490 <br />51819'-4'(232') <br />204 <br />165 <br />239 <br />383 <br />550 <br />l36 <br />940N.R. <br />21'-4' (256')PRESTRE5SED <br />145 <br />186 <br />218 <br />356 <br />433 <br />512 <br />N.R. <br />112 <br />142 <br />212 <br />336 <br />411 <br />635 <br />WI <br />SW <br />22'-0'(264')F'RE6TRE55E0 <br />140 <br />180 <br />268 <br />343 <br />41a <br />493 <br />568 <br />N.R. <br />161 <br />131 <br />205 <br />322 <br />451 <br />601 <br />111 <br />94l <br />24'-O'1288')PRESTRESSED <br />121 <br />165 <br />244 <br />312 <br />1 <br />380 <br />441 <br />515 <br />N.R <br />135 <br />124 <br />106 <br />290 <br />408 <br />538 <br />680 <br />833 <br />GENERAL NOTES <br />14MOUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />8' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />4>..�. <br />GRA V I <br />T l' <br />TYPE <br />LENGTH <br />m- <br />e1�u- <br />us <br />e11:F2x- <br />6- <br />eRF30-0D <br />aa'6-0 <br />effo-E <br />a W15 <br />elate-15 <br />8W22-15 <br />81F26-15 <br />SM30-15 <br />4'-4' (52') PRECAST <br />1591 <br />3053 <br />2982 <br />3%4 <br />4929 <br />5904 <br />68W <br />u85 <br />1021 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <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 />5416 <br />10818 <br />5'-8' (68') PRECAST <br />832 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />185 <br />1153 <br />1 2162 <br />4014 <br />6412 <br />6516 <br />5814 <br />6839 <br />PRECAST <br />135 <br />115 <br />500 <br />1449 <br />1924 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />(80')PRECAST <br />822 <br />901 <br />w'T <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />901 <br />1611 <br />2 J33 <br />4" <br />6130 <br />8111 <br />6101 <br />T-6' (W')PRECAST <br />lbl <br />1311 <br />2252 <br />P88 <br />2451 <br />2544 <br />3439 <br />r. <br />164 <br />1311 <br />2329 <br />3609 <br />54W <br />be,24 <br />5132 <br />S'-8' (11(o') PRECAST <br />31I <br />420 <br />834 <br />1253 <br />1011 <br />1342 <br />1614 <br />1886 <br />535 <br />S28 <br />1491 <br />211E <br />2618 <br />35% <br />2615 <br />8' PRECAST W1 2' RECESS DOOR U-LINTELS <br />Cmm <br />UPL IFT <br />LATERAL <br />TYPE <br />LENGTH <br />91*64n <br />8F 1041' <br />BM14-R <br />SWO-rr <br />SW22-IT <br />e1�26-R <br />SW30- <br />-2T <br />SWIV-1 <br />OW14-2T <br />SWIS-2T <br />SW22-7 <br />SW2!�.21 <br />01W.1041 <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />24i3 <br />3260 <br />4112 <br />4961 <br />5825 <br />932 <br />932 <br />1244 <br />MIS <br />233E <br />3110 <br />4000 <br />4850 <br />5696 <br />4'-6' (54') 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 />3831 <br />4643 <br />5453 <br />853 <br />5'-8' C68') PRECAST <br />924• <br />1112 <br />Il% <br />2423 <br />3055 <br />3689 <br />4325 <br />501 <br />924 <br />1132 <br />n4i <br />2351 <br />2918 <br />-1603 <br />4230 <br />501 <br />5'-WOO') PRECAST <br />�. <br />1138 <br />n42 <br />2352 <br />2965 <br />3581 <br />4198 <br />469 <br />896 <br />0% <br />1690 <br />22W <br />2891 <br />3491 <br />4106 <br />469 <br />6'-$' (80')PRECAST <br />1la <br />802 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />ll8 <br />956 <br />1468 <br />1981 <br />2509 <br />3035 <br />3563 <br />T-6' (W')PRECAST <br />688 <br />691 <br />1325 <br />1810 <br />2280 <br />2153 <br />3221 <br />110 <br />541 <br />6" <br />84S <br />1302 <br />1162 <br />2225 <br />2(.90 <br />3151 <br />9'-8' Nl6') PRECAST <br />533• <br />433 <br />808 <br />1123 <br />1413 <br />1104 <br />19W <br />614 <br />533 <br />521 <br />1 1009 <br />569 <br />1128 <br />1 2088 <br />2450 <br />516 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2' CLEAR <br />TYPE <br />DESIGNATION <br />Q <br />. <br />6 <br />.a <br />F FILLED WITH GROUT / U = UNFILLED <br />Q <br />v <br />? <br />CM.U. <br />QUANTITY OF 5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />m <br />Z <br />E <br />I <br />GROUT <br />8F1ro <br />ut <br />- <br />Z <br />\�4 <br />-18/1T <br />;p <br />5 REBAR AT BOTTOM <br />1I <br />• • <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />L QUANTITY OF 5 <br />REBAR AT TOP <br />l_5i8•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 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 IT-4* and <br />longer with a nominal height of 8' meet or exceed LAW. <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 />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 6-112'. <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 mason above the precast lintel. <br />Co. 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 />S. All safe loads in units of pounds per linear foot. <br />A N C N I T! C T <br />Groin <br />141 N. RONALD REAGAN BLVD. <br />LDNGwooD, FL 327so <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.ebdesigngroupxom <br />AA F. 0003325 <br />8 <br />y <br />2 <br />0 <br />c, <br />y <br />c <br />sysDiv ae s o=r <br />SILVERADO <br />LOT 40 <br />BLK 6 <br />PROJECT# <br />04128.000-04061 <br />MODRLe <br />4EJB <br />"2807-ELLS" <br />OARAOZ awar0: <br />RIGHT <br />PAOR: <br />LINTEL <br />LOADS <br />150 MPH EXP. B <br />ARCHTECT- <br />STATE OF RORDA <br />DP M& 10/18/17 <br />SCAIS: 1/4"=1'-0" <br />sl�tOT <br />1 B.1 <br />