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SAFE LOAD T.48LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8" PRECAST 4 PRE5TRE55ED U-LINTELS <br />`C <br />C;RAVITT' <br />LENGTH TYPE <br />SU8 <br />8FS-OB <br />OPI2-0B <br />16- <br />0- <br />4- <br />28- <br />32- <br />BPO-15P4413 <br />BFIb-IB <br />8F20-IB <br />8F24-IB <br />BnO-IB <br />8F32-IB <br />2'-10'(34*) PRECAST <br />2302 <br />3166 <br />6039 <br />1526 <br />5004 <br />10412 <br />11936 <br />3166 <br />6039 <br />1526 <br />5004 <br />10412 <br />11936 <br />3'-6' C42') PRECAST <br />2302 <br />3138 <br />4689 <br />6001 <br />1315 <br />8630 <br />9941 <br />3166 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-0'l4$') PRECAST <br />2029 <br />2325 <br />3461 <br />4438 <br />5410 <br />6384 <br />1358 <br />2646 <br />6039 <br />1526 <br />W04 <br />10412 <br />i1936 <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" l(o4') PRECAST <br />1184 <br />1223 <br />1301 <br />Zoe <br />2311 <br />2826 <br />3336 <br />3846 <br />I665 <br />2889 <br />5051 <br />6096 <br />54ee <br />6424 <br />1450 <br />5'-10'Cl0') PRECAST <br />S12 <br />1000 <br />1055 <br />1414 <br />I889 <br />2304 <br />2121 <br />3131 <br />1455 <br />2464 <br />4144 <br />5458 <br />4431 <br />5280 <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 />SS%5 <br />689e <br />1'-6' (90')PRECAST <br />trot <br />102E <br />I615 <br />2385 <br />I994 <br />243-32886 <br />3333 <br />1025 <br />1615 <br />2610 <br />363E <br />5596 <br />6613 <br />5041 <br />9'-4' (Ii2') PRECAST <br />513 <br />632 <br />1049 <br />9 146 <br />1210 <br />1482 <br />1154 <br />2021 <br />168 <br />1212 <br />leis <br />2544 <br />346E <br />4030 <br />3121 <br />10'-6'(120") PRECAST <br />456 <br />482 <br />802 <br />1125 <br />915 <br />1122 <br />1326 <br />1535 <br />650 <br />1025 <br />1514 <br />2081 <br />2114 <br />3130 <br />2404 <br />Il'-4' C136') PRECAST <br />445 <br />598 <br />935 <br />1365 <br />054 <br />2355 <br />1193 <br />2015 <br />59B <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 />1818 <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3550 <br />13'-4'(160')F'RECAST <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'-O'(168') PRECAST <br />33$ <br />38i <br />640 <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'lll6') 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 />15'-4'(I84') 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 />1855 <br />2310 <br />2890 <br />3410 <br />I'-4'(208')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />No <br />530 <br />950 <br />1400 <br />IWO <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' (256')PRESTRE-SED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />183 <br />330 <br />1 we <br />940 <br />1340 <br />1180 <br />211e <br />22'-O'(2(o4')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />16e <br />300 <br />510 <br />ale <br />1250 <br />1660 <br />IS10 <br />24'-0C288') F�STRESSED <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 pal. <br />2. f'c prestressed Ilntels = 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 = 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 />S. Mortar per A5TM C210 type M or 5. <br />8' PRECAST 4 PRE5TRE55ED U-LINTELS <br />C4�rn <br />UFFL <br />IFT <br />LATERAL <br />TYPE, <br />LENGTH <br />8-I <br />I2-IT[2150 <br />16-IT <br />0-IT <br />24-1NE21 <br />OF32-IT <br />SUS <br />ape <br />8-2 <br />12-2Tib-2T <br />20-2 <br />24-28F32-2T <br />2'-10'(34') PRECAST <br />2121 <br />28184101 <br />5332 <br />656990552021 <br />2021 <br />2121 <br />2184981 <br />SISO <br />6401 <br />8851 <br />3'-6' l42') PRECAST <br />2165 <br />2289260 <br />4231 <br />521E <br />11921251 <br />I251 <br />2165 <br />2215165 <br />4125 <br />509110364'-O'(4$") <br />PRECAST <br />1818 <br />1989832 <br />3680 <br />4532 <br />6245 <br />g38 <br />93$ <br />1815 <br />1925 <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` l64')PRECASt <br />13%3• <br />1404 <br />2110 <br />2141 <br />3315 <br />4010 <br />4648 <br />S05 <br />S05 <br />1393 <br />1431 <br />20SO <br />2610 <br />3293 <br />3920 <br />4549 <br />5'-10'l10') 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 />4i51 <br />(16") PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />101 <br />881 <br />1141 <br />1182 <br />1684 <br />2192 <br />21e3 <br />3216 <br />34132 <br />1'-6° C90')PRECAST <br />959• <br />912 <br />1415 <br />IS14 <br />2354 <br />2191 <br />3240 <br />65l <br />9W <br />1029 <br />1466 <br />1901 <br />2351 <br />2151 <br />3245 <br />591 <br />9'-4' (112") PRECAST <br />Set- <br />612 <br />Sao <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />630 <br />Sol <br />155 <br />i192 <br />1550 <br />1910 <br />2211 <br />2634 <br />10'-6'(126") PRECAST <br />lib• <br />498 <br />193 <br />1021 <br />1261 <br />1496 <br />1131 <br />493 <br />116 <br />roll <br />103E <br />138E <br />till <br />2034 <br />2358 <br />396 <br />Il'-4' (136') PRECAST <br />666• <br />43S <br />696 <br />899 <br />1104 <br />1305 <br />1515 <br />363 <br />556 <br />666 <br />535 <br />9e5 <br />1295 <br />1595 <br />1896 <br />2198 <br />IT-O'(144") PRECAST <br />601• <br />400 <br />631 <br />816 <br />1001 <br />list <br />1312 <br />340 <br />494 <br />631 <br />486 <br />ale <br />120E <br />1514 <br />1199 <br />2086 <br />PRECAST <br />500• <br />340 <br />532 <br />686 <br />641 <br />SS-11153 <br />302 <br />398 <br />513 <br />409 <br />682 <br />1004 <br />1361 <br />1631 <br />1891 <br />14'-0'CI68') PRECAST <br />458• <br />316 <br />493 <br />635 <br />118 <br />922 <br />1e65 <br />286 <br />360 <br />548 <br />318 <br />629 <br />922 <br />1254 <br />1561 <br />le* <br />14'-8' (Il6') 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 />582 <br />852 <br />1156 <br />14SI <br />1142 <br />15'-4'(IS4')Fh2ESTRESSED <br />228 <br />218 <br />430 <br />553 <br />611 <br />801 <br />Wr, <br />N.R. <br />321 <br />228 <br />329 <br />542 <br />151 <br />1012 <br />Dal <br />1616 <br />Il'-4' (20W)PRESTRESSED <br />188 <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />158 <br />216 <br />449 <br />649 <br />814 <br />1121 <br />1389 <br />i9'-4' (232'I PRESTRESSED <br />165 <br />201 <br />313 <br />401 <br />49O <br />516 <br />661 <br />N.R. <br />204 <br />165 <br />239 <br />363 <br />550 <br />136 <br />940 <br />1160 <br />2i'-4' (256')F RESTRESSED <br />145 <br />186 <br />218 <br />356 <br />433 <br />512 <br />N.R.112 <br />142 <br />212 <br />336 <br />411 <br />635 <br />Bel <br />22'-O'(264')PRESTRESSED <br />140 <br />180 <br />268 <br />343 <br />416 <br />493 <br />..161 <br />131 <br />205 <br />322 <br />451 <br />601 <br />ill <br />J1341 <br />24'-O'1288') PRESTRESSED <br />121 <br />165 <br />244 <br />312 <br />380 <br />441124 <br />135 <br />06 <br />290 <br />400 <br />538 <br />680N.R. <br />GENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD R.EBAR <br />8" PRECAST W1 2' RECESS DOOR U-LINTELS <br />C 4 <br />GRAVITY <br />TYPE <br />LENGTH TYPE <br />- <br />WI OV-05 <br />8W14- <br />ID- <br />2- <br />6- <br />DW30.OS <br />SWIO-115 <br />OW14-0 <br />011=ia-19 <br />SYW22-0 <br />al8'26-6 <br />6W30-16 <br />4'-4' (52') PRECAST <br />1591 <br />3053 <br />2982 <br />3954 <br />4929 <br />5904 <br />6880 <br />i4as <br />1821 <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 />9416 <br />10818 <br />5'-$' (roe") PRECAST <br />832 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />185 <br />1153 <br />2162 <br />1 4014 <br />6412 <br />1 6516 <br />5814 <br />6839 <br />5'-10' (10') PRECAST <br />in119 <br />1500 <br />1449 <br />1924 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />Bell <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-8' (80')PRECAST <br />822 <br />90l <br />1611 <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />9e1 <br />Ibll <br />2933 <br />4100 <br />b130 <br />8111 <br />6101 <br />C90') PRECAST <br />trot <br />1311 <br />2252 <br />1958 <br />2451 <br />2944 <br />3439 <br />665 <br />164 <br />1311 <br />232E <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-$' lilt') PRECAST <br />311 <br />420 <br />634 <br />1253 <br />lei] <br />1342 <br />1614 <br />tear. <br />535 <br />928 <br />I 1491 <br />1 2119 <br />2618 <br />3595 <br />2815 <br />8" PRECAST W/ 2" RECESS DOOR U-LINTELS <br />IS„ <br />UF'L IFT <br />LATERAL <br />TYPE <br />LENGTH <br />91W6-IT <br />0RFIC-IT <br />8RFM1-IT <br />BRFI9-rr <br />SW22-IT <br />SM&-IT <br />OW30- <br />aFFb-2T <br />SWIC-2T <br />91�14-2T <br />SWIS-27 <br />BRF224T <br />8RF26-2 <br />OW30.2 <br />aft <br />4'-4' (52'J PRECAST <br />1244 <br />1573 <br />2413 <br />3260 <br />4112 <br />4561 <br />5825 <br />932 <br />932 <br />1244 <br />1519 <br />2335 <br />311e <br />4008 <br />485e <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 />14" <br />2240 <br />3036 <br />3831 <br />4643 <br />5453 <br />853 <br />C68')PREGAST <br />924• <br />1112 <br />1195 <br />2423 <br />3055 <br />389 <br />6 <br />4325 <br />501 <br />924 <br />1132 <br />1141 <br />2351 <br />2918 <br />3603 <br />4230 <br />5OI <br />5'-10' (10') PRECAST <br />896• <br />1138 <br />1142 <br />2352 <br />2965 <br />3501 <br />41SS <br />469 <br />896 <br />iO99 <br />1690 <br />22" <br />2891 <br />3491 <br />4106 <br />469 <br />6'-8' (80')PRECAST <br />11a <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />lie <br />956 <br />1468 <br />1981 <br />2509 <br />3e35 <br />3563 <br />l90')PRECAST <br />688 <br />691 <br />1325 <br />late <br />2280 <br />2153 <br />3221 <br />110 <br />441 <br />lb" <br />849 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />9'-8' (116') PRECAST <br />533• <br />433 <br />We <br />1123 <br />1413 <br />1104 <br />1995 <br />614 <br />533 <br />521 <br />1009 <br />1369 <br />1128 <br />2088 <br />SO <br />516 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />"5 REBAR AT TOP <br />MIN. (1)REQ'D <br />'d• <br />1-1/2' CLEAR <br />T`i'FE <br />DESIGNATION <br />Q <br />3 <br />F = FILLED WITH GROUT / U - UNFILLED <br />U <br />Q <br />= <br />G.M,U. <br />r QUANTITY OF +5 REBAR AT <br />I BOTTOM OF LINTEL CAVITY <br />1 <br />g <br />+ <br />i <br />GROUT <br />8F1ro <br />- <br />z <br />-15AT <br />�p <br />5 RESAR AT BOTTOM <br />L <br />• • <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />QUANTITY OF S <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 />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 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 20% 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 />addional reinforced masonry above the precast lintel. <br />6. One 01 rebar may be substituted for two 05 rebars in $' 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 H I T! C T a <br />6 <br />Design <br />Gr u In�. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407.7748078 <br />FAX: 407.7744078 <br />www.abdealgngroup.com <br />AA is 0003325 <br />D <br />m <br />m <br />w <br />0 <br />y <br />a <br />0 <br />-1 <br />81=DXV 88 LOT: <br />SILVERADO <br />LOT 25 <br />BLK 6 <br />FROJ=T# <br />04128.000-02561 <br />MODRU <br />4EBB <br />"1828-CALI" <br />GARAGR 8WWQ: <br />LEFT <br />PAGL" <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />AACHITECT' <br />STATE: OF FLOMA <br />PAT& 11/09/17 <br />aCAL1R 1/4"=1'-0" <br />ai12= <br />1B01 <br />