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SAFE LOAD T/48LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />C <br />GRAVITY <br />LENGTP TYPE <br />SUS <br />aF8-0B <br />8FI2-0B <br />I6- <br />0- <br />24-0 <br />8- <br />32- <br />8Fa-IB <br />SM-115 <br />OF16-I15 <br />OF20-115 <br />BF24-16 <br />aria-IB <br />aF37s <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />(c039 <br />1526 <br />S004 <br />10412 <br />Ii936 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />Ii936 <br />3'-6' l42') PRECAST <br />2302 <br />3138 <br />3311 <br />4689 <br />6001 <br />1315 <br />8630 <br />9941 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />IlWro <br />4'-0' (48') PRECAST <br />2029 <br />2325 <br />2496 <br />3461 <br />4438 <br />5410r2121 <br />1358 <br />2646 <br />4413 <br />6039 <br />1526 <br />W04 <br />11936 <br />4'-6' (54') PRECAST <br />1651 <br />1181 <br />1313 <br />2651 <br />3403 <br />414E <br />5644 <br />2110 <br />4021 <br />6039 <br />1526 <br />W04 <br />9668 <br />5'-4' (64') PRECAST <br />1164 <br />1223 <br />1301 <br />1809 <br />2311 <br />282ro <br />3846 <br />1665 <br />2889 <br />5051 <br />6096 <br />5400 <br />1450 <br />5'-IO'(10') PRECAST <br />912 <br />1000 <br />1059 <br />1414 <br />1889 <br />2304 <br />3131 <br />145E <br />2464 <br />4144 <br />5458 <br />4431 <br />6122 <br />6'•6'(18') PRECAST <br />931 <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3911 <br />4585 <br />1255 <br />2101 <br />33%6 <br />5260 <br />1134 <br />SS% <br />6890 <br />1'-6' l90')PREGAST <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 />5556 <br />6613 <br />5041 <br />9'-4' (fl2') PRECAST <br />513 <br />632 <br />1049 <br />1469 <br />1210 <br />1482 <br />1154 <br />2021 <br />168 <br />1212 <br />1818 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6'(12&') PRECAST <br />45ro <br />482 <br />802 <br />1125 <br />SIB <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 />I854 <br />2355 <br />1193 <br />2015 <br />598 <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-O'C144') PRECAST <br />414 <br />545 <br />064 <br />12" <br />1689 <br />2014 <br />1510 <br />1616 <br />555 <br />864 <br />1254 <br />*93 <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 />1416 <br />485 <br />148 <br />1016 <br />1438 <br />1855 <br />2343 <br />2920 <br />14'-O'(168') PRECAST <br />338 <br />38l <br />648 <br />919 <br />1190 <br />1462 <br />1001 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />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'(184') 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 />26W <br />3410 <br />Il'-4'(208')PI�9TRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />s10 <br />530 <br />1 950 <br />1400 <br />ISM <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 />20W <br />21'-4'(256')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />163 <br />330 <br />(010 <br />940 <br />1340 <br />11W <br />2110 <br />22'-O'(264')PRESTRES5ED <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 />M10 <br />24'-0Y288') 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 />1, f'c precast lintels = 3500 psi. <br />2. f'c prestressed lintels - 6000 psi. <br />1 f'c grout = 3000 psi w/ maximum 3/6' aggregate. <br />4. Concrete masonry units (CMU) per ASTM C9O 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 />b. Prestressing strand per ASTM A416 grade <br />210 low relaxation. <br />1. -1/32 wire per ASTM 4510. <br />8. Mortar per ASTM C210 type M or S. <br />8" PRECAST 4 PRESTRESSED U-LINTELS <br />am <br />UFL <br />ITT <br />LATERAL <br />TYPE8-1 <br />LENGTI I <br />12-IT <br />I6-IT <br />20-IT <br />4-IT <br />28-1 <br />SF32-1T <br />8U8 <br />8F8 <br />8-2 <br />12-2T <br />16.2T <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 />2121398i <br />51W <br />6401 <br />1630 <br />8851 <br />3'-6' (42') PRECAST <br />2165 <br />RZ2:2.11 <br />3260 <br />4231 <br />5219 <br />6204 <br />1192 <br />1251 <br />1251 <br />2165 <br />3165 <br />4125 <br />5091 <br />606i <br />1036 <br />4'-0' (4B') PRECAST <br />1818 <br />1989 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />g38 <br />938 <br />1818 <br />IS25 <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 />14a4 <br />2110 <br />2141 <br />3315 <br />4010 <br />4648 <br />505 <br />505 <br />1393 <br />1431 <br />205O <br />2610 <br />3293 <br />3920 <br />4549 <br />PRECAST <br />1212, <br />1351 <br />IWO <br />2505 <br />3084 <br />3665 <br />4241 <br />418 <br />416 <br />1212 <br />1315 <br />1815 <br />2441 <br />3010 <br />3563 <br />4151 <br />io'-6' (16') PRECAST <br />1141• <br />1200 <br />n33 <br />2250 <br />1216S <br />32W <br />3812 <br />101 <br />661 <br />1141 <br />1182 <br />1684 <br />2152 <br />12103 <br />3216 <br />3132 <br />1'-6' (SO') PRECAST <br />959. <br />912 <br />1415 <br />I914 <br />2354 <br />2191 <br />3240 <br />651 <br />SW <br />1025 <br />1466 <br />1901 <br />2351 <br />21S1 <br />3245 <br />591 <br />9'-4' (112') PRECAST <br />8011 <br />612 <br />980 <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />630 <br />WI <br />155 <br />1192 <br />1550 <br />1910 <br />2211 <br />2634 <br />PRECAST <br />116• <br />498 <br />193 <br />1021 <br />1261 <br />1456 <br />nil <br />396 <br />493 <br />116 <br />roll <br />103E <br />136% <br />1111 <br />2034 <br />2358 <br />II'-4' (136") PRECAST <br />6661 <br />43S <br />ro- <br />899 <br />1104 <br />130E <br />1515 <br />363 <br />556 <br />666 <br />535 <br />S05 <br />1255 <br />15W <br />1896 <br />2198 <br />12'-O'(144') PRECAST <br />601 <br />400 <br />631 <br />816 <br />1001 <br />1186 <br />1312 <br />340 <br />494 <br />631 <br />486 <br />818 <br />1209 <br />1514 <br />1155 <br />2086 <br />13'-4' orov) PRECAST <br />500• <br />340 <br />532 <br />686 <br />"1 <br />991 <br />1153 <br />302 <br />398 <br />513 <br />40S <br />682 <br />1004 <br />1361 <br />1631 <br />1891 <br />14'-O'(168') PRECAST <br />455- <br />316 <br />493 <br />635 <br />118 <br />922 <br />1065 <br />286 <br />360 <br />548 <br />318 <br />62S <br />922 <br />1254 <br />1561 <br />1816 <br />I4'-8' lllb') PRESTis'ESSED <br />243 <br />295 <br />459 <br />591 <br />124 <br />851 <br />990 <br />N.R. <br />351 <br />243 <br />352 <br />502 <br />862 <br />1156 <br />14.31 <br />1142 <br />I5'-4' (184') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />611 <br />Sol <br />925 <br />N.R. <br />321 <br />228 <br />32S <br />542 <br />191 <br />1012 <br />1381 <br />1616 <br />n'-a' (2m8')PREsrRESSED <br />188 <br />236 <br />361 <br />464 <br />5,61 <br />610 <br />114 <br />N.R. <br />255 <br />188 <br />216 <br />449 <br />649 <br />814 <br />1121 <br />1389 <br />19'-4' (232'J PRESTRESSED <br />165K23313 <br />313 <br />401 <br />490 <br />516 <br />661 <br />N.R. <br />204 <br />165 <br />303 <br />550 <br />136 <br />S,40 <br />1160 <br />1256')PRESTRESSED <br />145218 <br />356 <br />433 <br />512 <br />59021'-4' <br />112 <br />142336 <br />411 <br />635 <br />801 <br />993N.R. <br />22'-O'(2Fs4')PRESTRESSED <br />140268 <br />343 <br />418 <br />493 <br />568 <br />161 <br />131 <br />322 <br />451 <br />601 <br />111g41N.R. <br />24'-O'(288') PRESTRESSED <br />121 <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 UJ/ 2' RECESS DOOR U-LINTELS <br />GRAVITY <br />TYPE <br />LENGTH <br />6- <br />SEEMOW14- <br />18-09 <br />8RF22- <br />6- <br />OW30-05 <br />6Rr6-1B <br />BftFlm-D <br />SRFl4-115 <br />&11Fle-16 <br />8RP22-10 <br />SM26-115 <br />6RF30-16 <br />4'-4' (52') PRECAST <br />145E <br />1591 <br />1821 <br />3053 <br />3412 <br />2982 <br />4982 <br />3954 <br />6412 <br />4929 <br />1941 <br />5SO4 <br />9416 <br />6880 <br />10818 <br />4'-6' (54') PRECAST <br />1351 <br />144E <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 />632 <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'-lO' (10') PRECAST <br />135 <br />119 <br />1500 <br />1449 <br />1524 <br />2400 <br />2816 <br />3352 <br />Ii03 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />(80')PRECAST <br />922 <br />901 <br />1611 <br />2933 <br />2516 <br />3223 <br />3512 <br />4522 <br />901 <br />1611 <br />2933 <br />4100 <br />6130 <br />Sill <br />6101 <br />(SO*)PRECAST <br />161 <br />1311 <br />2252 <br />IS58 <br />2451 <br />2944 <br />343E <br />665 <br />164 <br />1311 <br />2329 <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-8' (116') PRECAST <br />311 <br />420 <br />834 <br />1253 <br />1011 <br />1342 <br />1614 <br />1886 <br />535 <br />928 <br />1491 <br />2119 <br />1 2618 <br />1 3595 <br />2815 <br />8" PRECAST W1 2" RECESS DOOR U-LINTELS <br />U PL I FT <br />LATERAL <br />TYPE <br />LENGTH <br />el�'6-Ir <br />Sl�lm-rc <br />aRFia-rc <br />SI[riB-rc <br />81�22-IT <br />8RF26-IT <br />81�90-I <br />-2T <br />SIGflO-JT <br />OW14-2T <br />SWIS-2T <br />8ff:22-2T <br />ORU <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 />1519 <br />233E <br />3110 <br />4008 <br />4850 <br />56ee <br />4'-(o' (54') PRECAST <br />1192 <br />1501 <br />2311 <br />3121 <br />3931 <br />4156 <br />5511 <br />853 <br />11ffi <br />1455 <br />2240 <br />3036 <br />3e31 <br />4643 <br />5453 <br />11 <br />5'-8' (68')PRECA5T <br />W4 <br />1112 <br />1195 <br />2423 <br />3055 <br />3689 <br />4325 <br />501 <br />924 <br />1132 <br />1141 <br />2351 <br />2%18 <br />3603 <br />4230 <br />501 <br />5'-10' C10') PRECAST <br />a%&, <br />1138 <br />n42 <br />2352 <br />2965 <br />3581 <br />41SS <br />469 <br />896 <br />1099 <br />16W <br />2288 <br />29SI <br />3491 <br />4106 <br />469 <br />6'-8' (80')PRECAST <br />118 <br />W2 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />118 <br />956 <br />1468 <br />1981 <br />2509 <br />3035 <br />3563 <br />(90')PRECAST <br />688 <br />691 <br />1325 <br />1810 <br />2280 <br />2153 <br />3221 <br />110 <br />941 <br />688 <br />64S <br />1302 <br />1162 <br />2225 <br />1 2690 <br />9'-8' lll6') PRECAST533, <br />433 <br />we <br />1123 <br />1413 <br />1104533 <br />W516 <br />614 <br />521 <br />1009 <br />1369 <br />1128 <br />20W <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />05 REBAR AT TOP <br />MIN. (1) REQ'D <br />° 1-1/2' CLEAR <br />TYPE <br />DESIGNATION <br />c <br />F - FILLED WITH GROUT / U - UNFILLED <br />_ <br />: <br />C.M.U. <br />FQUANTITY <br />OF "5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />�II <br />Z< <br />.a: <br />f <br />E <br />GROUT <br />aFl(o <br />_ <br />Z <br />-18/1T <br />�p <br />REBAR AT BOTTOM <br />L <br />• • <br />OF LINTEL CAVITY <br />O <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />QUANTITY OF «5 <br />REBAR AT TOP <br />I 1-5/8'ACTUAL <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH <br />(VARIES) <br />SAFE LOAD TABLE 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 1_/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 />I. All values based on minimum 4' bearing. Exception: Safe loads ror Unfilled <br />lintels must be reduced by 20% if bearing length is less than <br />Safe loads for all recessed lintels based on 6' 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 15 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 />g, All safe loads in units of pounds per linear foot. <br />A R C N I T! C T 8 <br />6 <br />De <br />sign <br />In <br />1441 N, RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www,abdesl8ngroup'com <br />AA M: 0003326 <br />E <br />y <br />m <br />0 <br />h <br />O <br />F <br />a <br />F <br />eUNWIV ae <br />SILVERADO <br />LO T 15 <br />BLK 6 <br />FROJSC'1 �I <br />04128.000-01561 <br />MODS <br />4EHB <br />"2605-HAYDEN" <br />GARAGM leWMG- <br />LEFT <br />AAGZ- <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />_A <br />DRINT A11/08/17 <br />SCALl: 1/4"=1' - 0" <br />alum" <br />1 B.1 <br />