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SAFE LCAD T,45LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />GRA V I T1' <br />TYPE <br />LENGTH <br />8U8 <br />8F8-0B <br />8FI2-0B <br />I6- <br />20- <br />24-0 <br />a8- <br />32-0 <br />8F8-I13 <br />OF12-15 <br />BFI6-I15 <br />OF20-18 <br />OF24-IB <br />8F28-IB <br />8F32-I115 <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />193 <br />16 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />11936 <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 />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 />6033 <br />1526 <br />3004 <br />10412 <br />IM59, <br />4'-6' (54') PRECAST <br />1651 <br />1181 <br />1913 <br />2651 <br />3403 <br />414E <br />4896 <br />5644 <br />2110 <br />4021 <br />6035 <br />1526 <br />W04 <br />10412 <br />9668 <br />5'-4' (64') PRECAST <br />1184 <br />1223 <br />1301 <br />1805 <br />2311 <br />282e, <br />3336 <br />3846 <br />1665 <br />2889 <br />5051 <br />6096 <br />5400 <br />6424 <br />1450 <br />5'-10'(70') PRECAST <br />9-12 <br />1000 <br />1059 <br />1414 <br />Wee <br />2304 <br />2121 <br />3131 <br />1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />5280 <br />6122 <br />6'-6' (18') PRECAST <br />93-1 <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 />1'-6' (90')PRECAST <br />161 <br />1029 <br />1615 <br />23BB <br />1994 <br />2439 <br />2886 <br />3333 <br />1029 <br />1615 <br />2610 <br />3639 <br />559h <br />6613 <br />5041 <br />9'-4' (112') PRECAST <br />513 <br />632 <br />104E <br />1469 <br />1210 <br />1462 <br />1154 <br />2021 <br />168 <br />1212 <br />leis <br />2544 <br />3469 <br />4030 <br />3121 <br />Im'-6°(I26") PRECAST <br />456 <br />482 <br />802 <br />1125 <br />SIB <br />1122 <br />1328 <br />1535 <br />658 <br />1025 <br />1514 <br />20BI <br />2114 <br />3130 <br />2404 <br />II'-4' (13(o') PRECAST <br />445 <br />598 <br />535 <br />1365 <br />1854 <br />2355 <br />I193 <br />2015 <br />59S <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-0'(144') PRECAST <br />414 <br />545 <br />564 <br />1254 <br />1689 <br />2014 <br />1510 <br />1815 <br />555 <br />864 <br />1254 <br />16W <br />2211 <br />2832 <br />3590 <br />13'-4'(I60')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 />338 <br />361 <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 />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 />1 3185 <br />3165 <br />I5'-4'l184') 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 />11'-4'(208')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />310 <br />530 <br />S50 <br />1400 <br />1800 <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 />low <br />1400 <br />1120 <br />2030 <br />21'-4' 1256')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />153 <br />330 <br />1 610 <br />S40 <br />1340 <br />1180 <br />2110 <br />22'-O'(264')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />1" <br />300 <br />elm <br />1250 <br />1660 <br />1910 <br />24'-0T288') PRESTRESSED <br />N.R. <br />NR <br />NR <br />g4lO <br />NR <br />NR <br />NR <br />NR <br />130 <br />240 <br />120 <br />1030 <br />1350 <br />i610 <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 CSO w/ <br />minimum net area compressive strength = IWO 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. 7/32 wire per ASTM A510. <br />8. Mortar per 46TM C210 type M or S. <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />R4iRr <br />URL <br />IFT <br />LATERAL <br />TYP <br />LENGTH <br />8-I122153*5 <br />16-1T <br />20-IT <br />24-17 <br />28-lT <br />8F32-IT <br />We <br />8P8 <br />8-2 <br />I6-27 <br />20-2 <br />24-2 <br />28-2 <br />8F32-2T <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 />8851 <br />3'-6' (42') PRECAST <br />2165 <br />260 <br />4231 <br />5219 <br />6204 <br />1192 <br />1251 <br />1251 <br />2165 <br />4125 <br />5051 <br />6061 <br />1036 <br />4'-0' (46') PRECAST <br />1818 <br />1989 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />938 <br />938 <br />1518 <br />1925 <br />2150 <br />3583 <br />4422 <br />1 5264 1 <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' (647 PRECAST <br />1393• <br />1404 <br />2110 <br />2141 <br />3315 <br />4010 <br />4648 <br />505 <br />505 <br />1353 <br />1431 <br />205O <br />2610 <br />3293 <br />3920 <br />4549 <br />5'- 10'(10') PRECAST <br />12721 <br />1351 <br />1530 <br />2505 <br />3084 <br />3665 <br />4241 <br />416 <br />415 <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 />3290 <br />3812 <br />,0, <br />881 <br />1141 <br />1182 <br />1684 <br />2192 <br />2103 <br />3216 <br />3132 <br />T-6' (90')PRECAST <br />959• <br />912 <br />1415 <br />1914 <br />2354 <br />2191 <br />3240 <br />651 <br />SW <br />102E <br />1466 <br />1501 <br />2351 <br />2191 <br />3245 <br />5131 <br />9'-4' (112') PRECAST <br />sot• <br />612 <br />980 <br />1269 <br />IS" <br />IS52 <br />2144 <br />454 <br />630 <br />WI <br />155 <br />II92 <br />1550 <br />1510 <br />2211 <br />2634 <br />I0'-6"(12(b") PRECAST <br />'116' <br />498 <br />193 <br />I9>21 <br />126I <br />14% <br />1131 <br />493 <br />116 <br />611 <br />1031 <br />laeS <br />1111 <br />2034 <br />2358 <br />396 <br />II'-4' (136'J PRECAST <br />666• <br />439 <br />6-899 <br />1104 <br />1309 <br />1515 <br />363 <br />556 <br />535 <br />905 <br />1295 <br />1a95 <br />I896 <br />21i <br />12'-O'(144') PRECAST <br />400 <br />631 <br />616 <br />1001 <br />1166 <br />1312 <br />340 <br />494 <br />486 <br />818 <br />1209 <br />1514 <br />1155 <br />2086 <br />13'-4" (160') PRECAST <br />d458-. <br />340 <br />532 <br />686 <br />841 <br />991 <br />1153 <br />302 <br />398 <br />409 <br />682 <br />1004 <br />1361 <br />1631 <br />1891 <br />14'-O'(168') PRECAST <br />316 <br />493 <br />635 <br />118 <br />922 <br />IO65 <br />266 <br />36o <br />31S <br />629 <br />922 <br />1254 <br />1561 <br />1816 <br />14'-8' (116') PRESTRESSED <br />243 <br />295 <br />455 <br />591 <br />124 <br />Sal <br />990 <br />N.R. <br />351 <br />243 <br />352 <br />582 <br />852 <br />1156 <br />1491 <br />1142 <br />15'-4' (184') PRESTRESSED <br />228 <br />21S <br />430 <br />553 <br />r ll <br />801 <br />925 <br />N.R. <br />321 <br />228 <br />329 <br />542 <br />191 <br />1012 <br />1361 <br />1616 <br />Il'-4' (2089PRE5TRE55ED <br />ISS <br />236 <br />361 <br />464 <br />561 <br />610 <br />1-14 <br />N.R. <br />255 <br />188 <br />21ro <br />445 <br />649 <br />614 <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 />S40 <br />1160 <br />21'-4' (256')PRESTRESS£D <br />145 <br />le& <br />218 <br />356 <br />433 <br />512 <br />590 <br />N.R. <br />112 <br />142 <br />212 <br />336 <br />411 <br />635 <br />80l <br />993 <br />22'-0'(264')PRESTRESSED <br />140 <br />ISO <br />265 <br />343 <br />418 <br />493 <br />568 <br />137 <br />205 <br />322 <br />451 <br />601 <br />111 <br />24'-O'C288'JPRESTRESSED <br />FF���124 <br />121 <br />165 <br />244 <br />312 <br />380 <br />44l <br />1511 <br />N.R. <br />135 <br />186 <br />290408 <br />538 <br />680 <br />3 <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD MBAR <br />8' PRECAST W1 2' RECESS DOOR U-LINTELS <br />C R� <br />GRIAVIT'T' <br />TYPE <br />LENGTH <br />BRF6-0 <br />BRF10-09 <br />BI�14- <br />B- <br />81�72- <br />84�26- <br />BRP30.0B <br />BIO'6-1B <br />8RRI0-15 <br />OW14-I15 <br />8WM-B <br />BIRM24S <br />8W26-15 <br />BWW-15 <br />4'-4' (52') PRECAST <br />1489 <br />1591 <br />1821 <br />3053 <br />3412 <br />2582 <br />4982 <br />3954 <br />6412 <br />4929 <br />1941 <br />5904 <br />9416 <br />6880 <br />10818 <br />4'-6' (54') PRECAST <br />m51 <br />1445 <br />2152 <br />2114 <br />3600 <br />4481 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />lVele <br />5'-S' (68°)PRECAST <br />832 <br />1602 <br />1550 <br />2058 <br />5 266 <br />3015 <br />35S5 <br />185 <br />1153 <br />2162 <br />4014 <br />6412 <br />1 6516 <br />5814 <br />6839 <br />PRECAST <br />l35 <br />lie <br />1500 <br />1445 <br />IS24 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-S' (80')F'RECAST <br />822 <br />Sol <br />1611 <br />2933 <br />2516 <br />3223 <br />3612 <br />4522 <br />901 <br />1611 <br />2933 <br />4100 <br />6130 <br />Sill <br />6101 <br />�'-6" C9m')PREGAST <br />161 <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 />(116') PRECAST <br />all <br />420 <br />e34 <br />1253 <br />loll <br />1342 <br />1614 <br />1880 <br />535 <br />we <br />1491 <br />2119 <br />2618 <br />3595 <br />2815 <br />8' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />4M <br />UFL IFT <br />LATERAL <br />TYPE <br />LENGTH <br />OW6-Ii <br />BRFIO-IT <br />OW14-IT <br />9WIO-Ir <br />2W22-1T <br />81F26-IT <br />BWBO-I <br />5W6-2T <br />8%FlV-2T <br />SW14.2T <br />SWIB-27 <br />BRF22-2T <br />eFF26-2 <br />-2 <br />SRU <br />8 <br />4'-4' (52') PRECAST <br />1244 <br />I513 <br />2413 <br />3260 <br />4112 <br />4961 <br />5925 <br />932 <br />932 <br />1244 <br />1519 <br />2335 <br />3110 <br />4008 <br />4 550 <br />5696 <br />4'-6' (54') PRECAST <br />II92 <br />1501 <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 />1195 <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 />5'-10' (10') PRECAST896• <br />1138 <br />1142 <br />2352 <br />2965 <br />35SI <br />41SS <br />469 <br />896 <br />1o99 <br />I690 <br />22" <br />2eSI <br />34,31 <br />4106 <br />469 <br />6'-8' (80')PRECAST <br />lie <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />630 <br />1100 <br />lie <br />956 <br />1468 <br />1981 <br />250E <br />3035 <br />3563 <br />�'-6' C90')PRECAST <br />658 <br />691 <br />1325 <br />1810 <br />22W <br />2153 <br />322-1 <br />11O <br />941 <br />686 <br />r 649 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />9'-8' (11(o') PRECAST <br />533• <br />433 <br />We <br />1123 <br />1413 <br />1104 <br />1995 <br />614 <br />533 <br />521 <br />1009 <br />1365 <br />1125 <br />2OB8 <br />2450 <br />5I6 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD MBAR <br />"5 REBAR AT TOP <br />MIN. (1)REQ'D <br />' <br />1-1/2, CLEAR <br />TYPE DESIGNATION a <br />F = FILLED WITH GROUT / U - UNFILLED U <br />= <br />CM.U. <br />QUANTITY OF d5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />Z' <br />i <br />GROUT <br />8�1(®a 1/1T <br />Z <br />1 <br />S <br />• • <br />'5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />NOMINAL WIDTH L QUANTITY OF 15 <br />NOMINAL HEIGHT REBAR AT TOP <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />1-5i6'ACTUAL <br />NOMINAL WIDTH <br />8' <br />(VARIES) <br />GENERAL NOTES <br />I. Provide full mortar head and bed Joints. <br />2. Shore filled Iintele 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 1'I'-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 />6. 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 315 and ACI 530 <br />SAFE LOAD TABLE NOTES <br />L 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 spaclFled. <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 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 />9. All safe loads In units of pounds per linear foot. <br />ARC R I T E C T! <br />6 <br />Design <br />Grou Inc. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407.77"078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA A: 0003325 J <br />w <br />h <br />m <br />0 <br />v <br />0 <br />F <br />c <br />SILVERADO <br />LOT #3 <br />BLK #7 <br />PROJW W <br />04128, 000-00371 <br />MOaIMA <br />4EBB <br />"1828-CALI" <br />GARAGM 13111►1NO: <br />LEFT <br />PAGE: <br />SAFE LOAD <br />TABLES <br />(CAST-CRETE) <br />150 MPH MY B <br />DA10/19/17 <br />EICALM 1/4"=1'-O" <br />81i31wT <br />n <br />