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5,4FE LOAD T,45LES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />C. <br />GRAVITY' <br />LENGTH TYP <br />SUS <br />8F8- <br />8F12-0B <br />V6- <br />20- <br />24- <br />28-0 <br />32- <br />�8-iB <br />8F12-IB <br />SF16-I5 <br />SP20-15 <br />EF24-I5 <br />8F28-IB <br />8F32-18 <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />5004 <br />10412 <br />11836 <br />3166 <br />4413 <br />6035 <br />1526 <br />5004 <br />10412 <br />11936 <br />3'-6` (42') 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 />50" <br />10412 <br />11936 <br />4'-0' (48') PRECAST <br />20213 <br />2325 <br />2496 <br />3461 <br />4438 <br />5410 <br />6384 <br />1358 <br />2646 <br />4413 <br />6039 <br />1526 <br />50" <br />10472 <br />11936 <br />4'-6' (54') PRECAST <br />1651 <br />1181 <br />IS13 <br />2651 <br />3403 <br />41411 <br />48% <br />5644 <br />2110 <br />4021 <br />6039 <br />1526 <br />5004 <br />10412 <br />5668 <br />5'-4' (64') PRECAST <br />1184 <br />1223 <br />1301 <br />IS09 <br />23M <br />2829, <br />333roK1333 <br />1665 <br />2889 <br />5051 <br />6096 <br />5400 <br />6424 <br />5'-10'Cl0') PRECAST <br />c�12 <br />low <br />1059 <br />1414 <br />leee <br />2304 <br />2121 <br />14511 <br />2464 <br />4144 <br />545e <br />4431 <br />5280 <br />6'-6" (l8') PRECAST <br />93l <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3911 <br />1255 <br />2101 <br />3356 <br />5260 <br />1134 <br />8995 <br />l'-6' C9O'JPRECAST <br />16l <br />102E <br />1615 <br />2385 <br />1994 <br />2439 <br />2006 <br />1029 <br />1615 <br />2610 <br />383E <br />5596 <br />6613 <br />5041 <br />V-4' (112') PRECAST <br />513 <br />632 <br />104E <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'C126'J PRECAST <br />450 <br />462 <br />802 <br />1125 <br />S15 <br />1122 <br />1326 <br />1535 <br />658 <br />1025 <br />1514 <br />20SI <br />2114 <br />3130 <br />2404 <br />ll'-4' (136') PRECAST <br />445 <br />Bse <br />935 <br />1365 <br />1854 <br />2355 <br />11W <br />2015 <br />598 <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-0'(144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />1689 <br />2014 <br />1510 <br />Isle <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3590 <br />13'-4' lI60')PRECAST <br />362 <br />421 <br />l26 <br />1026 <br />1331 <br />1635 <br />1224 <br />1418 <br />485 <br />148 <br />1016 <br />1430 <br />1855 <br />2343 <br />2920 <br />14'-O'C168') PRECAST <br />338 <br />391 <br />648 <br />9t9 <br />1190 <br />1462 <br />I081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />14'-8'(ilb') PRESTRES`�ED <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 />NR. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />RR <br />420 <br />695 <br />1250 <br />1e55 <br />1 2310 <br />2890 <br />3410 <br />Il'-4'(208')FRESTRES5ED <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 />1S00 <br />2200 <br />2600 <br />19'-4' (23Z'J 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')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 />1 1100 <br />1 2110 <br />22'-0'(264')PRESTRESSE0 <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />160 <br />300 <br />5l0 <br />810 <br />1250 <br />1660 <br />1910 <br />24'-0C288')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />130 <br />240 <br />4l0 <br />120 <br />1030 <br />1350 <br />1610 <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 C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />5. Rebar provided in precast lintel per ASTM A615 CsRoO. <br />Field rebar per ASTM A615 GR40 or GR&O. <br />Co. Prestressing strand per ASTM A416 grade <br />210 low relaxation. <br />1. l/32 wire per ASTM A510. <br />8. Mortar per ASTM C210 type M or S. <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />4AMP-4~M <br />UPL <br />IFT <br />LATERAL <br />TYPE <br />LENGTH <br />8-1 <br />12-IT <br />16-IT <br />20-IT <br />24-1 <br />28-IT <br />OF32-IT <br />SUS <br />SFS <br />8-2 <br />12-2T <br />16-2T <br />20-2 <br />24-2 <br />28-2 <br />0F32-2T <br />2'-10'(34') PRECAST <br />8le <br />4101 <br />5332 <br />6569 <br />1811 <br />9055 <br />2021 <br />202t <br />184 <br />3981 <br />5190 <br />6401 <br />1630 <br />8851 <br />3'-(o' C42') PRECAST <br />qirbS <br />289 <br />3260 <br />4231 <br />52I <br />6204 <br />1192 <br />1251 <br />1251 <br />215 <br />3165 <br />4125 <br />5051 <br />6061 <br />1036 <br />4'-0'(48') PRECAST <br />989 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />938 <br />938 <br />1018 <br />1925 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-6' C54°) PRECAST <br />1660 <br />I162 <br />2501 <br />3251 <br />4010 <br />4161 <br />5525 <br />121 <br />-12-1 <br />1660 <br />1105 <br />2435 <br />3111 <br />3913 <br />4658 <br />5406 <br />5'-4' (64') 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 />3293 <br />3920 <br />4549 <br />5'-10'(10') PRECAST <br />1212• <br />1351 <br />ITIM <br />25M <br />3064 <br />3665 <br />4241 <br />415 <br />418 <br />1212 <br />1 1315 <br />1815 <br />2441 <br />3010 <br />3583 <br />1 4151 <br />6'-ro" (l8') PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />2169 <br />32W <br />3812 <br />101 <br />�1 <br />1141 <br />1182 <br />1684 <br />21S2 <br />2103 <br />3216 <br />3132 <br />l'-6' (SO') PRECAST <br />955• <br />912 <br />1415 <br />1514 <br />2354 <br />2191 <br />3240 <br />651 <br />SW <br />1029 <br />1466 <br />1901 <br />2351 <br />2191 <br />3245 <br />5131 <br />9'-4' (112') PRECAST <br />801• <br />612 <br />SW <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />ro3O <br />801 <br />155 <br />1192 <br />1550 <br />1910 <br />2211 <br />2634 <br />10'-6'(126') PRECAST <br />116• <br />498 <br />153 <br />1021 <br />1261 <br />1496 <br />1131 <br />493 <br />llb <br />611 <br />1035 <br />Met <br />I111 <br />2034 <br />2358 <br />396 <br />iI'-4' (136') PRECAST <br />666• <br />435 <br />696 <br />see <br />1104 <br />1309 <br />1515 <br />556 <br />666 <br />535 <br />905 <br />1295 <br />1595 <br />IS%RIW363 <br />12'-O'(144') PRECAST <br />601• <br />400 <br />631 <br />816 <br />1001 <br />118634O <br />494 <br />631 <br />486 <br />BID <br />1209 <br />1514 <br />I199 <br />13'-4'(160') PRECAST <br />500• <br />340 <br />532 <br />686 <br />S41 <br />Sel302 <br />3W <br />5l3 <br />409 <br />6S2 <br />1004 <br />1361 <br />1631d58316 <br />14'-0'(1roV) PRECAST <br />493 <br />635 <br />118 <br />S22 <br />286 <br />360 <br />54s <br />315 <br />629 <br />922 <br />1254 <br />Br.1 <br />1816 <br />14'-8' (11( ') PRESTRESSED <br />243 <br />295 <br />459 <br />591 <br />124 <br />S51 <br />SW <br />N.R. <br />35l <br />243 <br />352 <br />592 <br />S52 <br />1156 <br />1491 <br />1142 <br />(184') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />bil <br />001 <br />925 <br />N.R. <br />321 <br />228 <br />329 <br />542 <br />l91 <br />1012 <br />Mel <br />1616 <br />Il'-4' C208')PRESTRESSED <br />188 <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N-R <br />255 <br />ISS <br />2-16K268 <br />649 <br />e14 <br />1121 <br />1389 <br />19'-4' (232') PRESTRESSED <br />165 <br />201 <br />401 <br />490 <br />518 <br />661 <br />N.R. <br />204 <br />165 <br />239 <br />550 <br />136 <br />940 <br />1160 <br />21'-4' 1256'JPRESTRESSED <br />145 <br />186 <br />356 <br />433 <br />512 <br />590 <br />N.R <br />Ill <br />142 <br />212 <br />411 <br />635 <br />80l <br />SW <br />22'-O'(2649FRESTRESSED <br />140 <br />180 <br />343 <br />419 <br />493 <br />568 <br />N.R. <br />161 <br />131 <br />205 <br />322 <br />451 <br />601 <br />111 <br />941 <br />24'-O'(288') PRESTRESSED <br />12l <br />1" <br />244 <br />1 312 <br />380 <br />441 <br />5i5 <br />N.R. <br />135 <br />124 <br />06 <br />290 <br />408 <br />538 <br />680 <br />633 <br />GENERAL NOTES <br />-SEDUCE VALUE BY 25% FOR CsRADE 40 FIELD REBAR <br />6' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />GRAVIT'i' <br />7YF'E <br />LENGTH <br />e1aFw- <br />a <br />El�2z- <br />e- <br />81�30 mB <br />swo-� <br />8i�I4-16 <br />s1�is-10 <br />OW22-NB <br />8RF26-IB <br />OW30-15 <br />4'-4' (52') PRECAST <br />1489 <br />R144J <br />3053 <br />3412 <br />2982 <br />4982 <br />3554 <br />6412 <br />4929 <br />1941 <br />5904 <br />9416 <br />bow <br />10818 <br />4'-6' (54') PRECAST <br />1351 <br />2162 <br />2114 <br />3600 <br />4481 <br />5315 <br />6264 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />10818 <br />5'-8' C68')PRECAST <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />185 <br />2162 <br />4014 <br />6412 <br />6516 <br />5614 <br />6839 <br />5'-10' WOO') PRECAST <br />135 <br />119 <br />15M <br />144E <br />1924 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-8' l80')PREGAST <br />822 <br />WI <br />Irbil <br />2933 <br />2516 <br />3223 <br />3S12 <br />4522 <br />90l <br />1611 <br />2933 <br />4100 <br />6130 <br />Slll <br />6101 <br />1'-6' (90')PRECAST <br />161 <br />1311 <br />2252 <br />1958 <br />2451 <br />2944 <br />3439 <br />665 <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-8' lll6') PRECAST <br />3834 <br />�1113112329 <br />125331886 <br />928 <br />1491 <br />2119 <br />261e <br />3595 <br />2815 <br />8' PRECAST W1 2' RECESS DOOR U-LINTELS <br />ICAMN<ffm <br />U I L IFT <br />ATERAL <br />TYPE <br />LENGTH <br />aw%e rr <br />9 wie-ITR2240 <br />awis-rc <br />OW22-IT <br />aRF26-rc <br />OW30-I <br />2T <br />9FE10-2T <br />ERFIS-2T <br />ERF22-2T <br />OW26-2 <br />30-2 <br />8RI1 <br />8RF <br />4'-4' C52') PRECAST <br />1244 <br />1513 <br />3260 <br />4112 <br />4561 <br />5825 <br />932 <br />1244 <br />ISIS <br />3110 <br />4008 <br />4850 <br />56% <br />932 <br />4'-fo' (54') PRECAST <br />1192 <br />1501 <br />3121 <br />3931 <br />4156 <br />5511 <br />853 <br />IIS2 <br />1455 <br />3036 <br />3831 <br />4643 <br />54535'-8' <br />853 <br />(68') PRECAST <br />924• <br />1112 <br />2423 <br />3055 <br />3689 <br />4325 <br />501 <br />924 <br />1132 <br />1141 <br />2351 <br />2918 <br />3603 <br />4230 <br />Bel <br />5'-10' CiO') PRECAST <br />e'• <br />1138 <br />I142 <br />2352 <br />2%5 <br />3581 <br />41W <br />469 <br />469 <br />896 <br />1099 <br />1690 <br />22W <br />2891 <br />3491 <br />4106 <br />6'-8' (80') PRECAST <br />lie <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 />2505 <br />3035 <br />3563 <br />(90')F'RECAST <br />roes <br />69l <br />1325 <br />1810 <br />2280 <br />2153 <br />3221 <br />110 <br />941 <br />roes <br />849 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />9'-8' (116') PRECAST <br />533•1 <br />433 <br />808 <br />1123 <br />1413 <br />1 1104 <br />1995 <br />614 <br />533 <br />1 521 <br />100SI <br />1369 <br />1 1128 <br />1 2088 <br />2450 <br />Sib <br />-REDUCE VALUE BY 15% FOR C=RADE 40 FIELD REBAR <br />65 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2' CLEAR <br />TYPE <br />DE51GNATION <br />F . FILLED WITH CsROUT / U - UNFILLED <br />Q <br />= <br />F <br />rQUANTITY OF "5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />` <br />GROUT <br />OF&-15/1T <br />-Z <br />O <br />�p <br />05 REBAR AT BOTTOM <br />♦ • <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />QUANTITY OF 15 <br />P REBAR AT TO <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 />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 Il'-4' and <br />longer with a nominal height of 8' meet or exceed L/160. <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 />5. Safe load ratings based on rational design analysis per ACI 31B 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 r rebar may be substituted for two 45 rebars in 8' lintels only. <br />I. 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 />1 R C N I T L C T f6 <br />Design <br />Grou ���. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />0 <br />a <br />y <br />0 <br />F <br />0 <br />2 <br />� <br />r-suimm ae LOT. <br />SILVERADO <br />LOT 2 <br />BLK 6 <br />PROJWT# <br />04128.000- 00261 <br />HOD♦ U <br />4EAB <br />"1672—ARIA" <br />GARAGN 8r1/IIQ01 <br />LEFT <br />PAODI <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />2 <br />DPMMT 10/ 17 <br />BCAIM 1/4"=1'-0" <br />SI+�1oT <br />1B.1 <br />