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,54FE LO,4:) T,45L S <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />SRAVIT1' <br />TYPE <br />LENGTN <br />SUS <br />EB-OB <br />OFI2-0B <br />I6- <br />20-0 <br />24- <br />28- <br />32-Oe <br />BFa-IB <br />8F12-IS <br />8FI6-I5 <br />8F20-15 <br />8F24-IB <br />OF28-I5 <br />OF32-I5 <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />152e, <br />S004 <br />10412 <br />11936 <br />3166 <br />4413 <br />6035 <br />1526 <br />9004 <br />10412 <br />11936 <br />3'-6' (42') PRECAST <br />2302 <br />3138 <br />3311 <br />46813 <br />6001 <br />1315 <br />8630 <br />9941 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />11936 <br />4'-0' (48') PRECAST <br />2029 <br />2325 <br />2496 <br />3461 <br />4438 <br />5410 <br />63a4 <br />1358 <br />2646 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />11936 <br />4'-6" (54") PRECAST <br />1651 <br />1161 <br />1913 <br />2651 <br />3403 <br />4149 <br />4896 <br />5644 <br />2110 <br />4021 <br />603E <br />1526 <br />S004 <br />10412 <br />9668 <br />5'-4' (64') PRECAST <br />1184 <br />1223 <br />1301 <br />1809 <br />2311 <br />2626 <br />3336 <br />3846 <br />Iro65 <br />288E <br />5051 <br />60% <br />5400 <br />6424 <br />1450 <br />51-101(101) PRECAST <br />912 <br />1000 <br />1059 <br />1414 <br />I889 <br />2304 <br />2121 <br />3131 <br />1459 <br />2464 <br />4144 <br />5456 <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 />3356 <br />5260 <br />1134 <br />8995 <br />roew <br />l'-6' (90')PRECAST <br />161 <br />102E <br />1615 <br />2385 <br />1994 <br />2439 <br />2886 <br />3333 <br />1029 <br />1615 <br />2610 <br />383E <br />55% <br />6613 <br />5041 <br />9'-4' lii2') PRECAST <br />513 <br />632 <br />1049 <br />1469 <br />1210 <br />1462 <br />1154 <br />2021 <br />168 <br />1212 <br />ISIa <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6Y126') PRECAST <br />456 <br />462 <br />802 <br />1125 <br />SM <br />122 <br />1328 <br />1535 <br />658 <br />1025 <br />1514 <br />2081 <br />2114 <br />3130 <br />2404 <br />II'-4' (136') PRECAST <br />445 <br />Ste <br />935 <br />13o5 <br />1864 <br />2355 <br />11S3 <br />2015 <br />598 <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-O'1144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />166E <br />2014 <br />1510 <br />1610 <br />555 <br />a64 <br />1254 <br />I6153 <br />2211 <br />2832 <br />35W <br />13'-4' 1160")PRECAST <br />362 <br />421 <br />126 <br />1028 <br />1331 <br />]635 <br />1224 <br />1418 <br />485 <br />148 <br />1016 <br />1438 <br />18% <br />2343 <br />2920 <br />PRECAST <br />338 <br />361 <br />648 <br />IBIS <br />IIIBO <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1 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 />2WO <br />3185 <br />3165 <br />PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />420 <br />6S5 <br />1250 <br />la55 <br />2310 <br />28W <br />3410 <br />Il'-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 />lCeO <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'-O'(264')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />I60 <br />300 <br />510 <br />810 <br />1250 <br />1660 <br />1910 <br />24'-OC268'J 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 />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 C50 w/ <br />minimum net area compressive strength = nOO psi. <br />5. Rebar provided In precast lintel per ASTM A615 GR60. <br />Field rebar per ASTM A615 GR40 or GRoO. <br />6. Prestressing strand per A5TM A416 grade <br />210 low relaxation. <br />T 1/32 wire per A5TM 4510. <br />8. Mortar per ASTM C210 type M or S. <br />S" PRECAST 4 PRESTRESSED U-LINTELS <br />Rf*r <br />UFL <br />FT <br />LATERAL <br />TYP <br />LENGTH <br />8F8-IT <br />I2-IT <br />16-IT <br />20-IT <br />24-IT <br />8F28-IT <br />8F32-IT <br />Bu8 <br />SF8 <br />a-2 <br />12-2T <br />I6-27 <br />20-2 <br />24-2 <br />26-2 <br />8F32-2T <br />2'-10'(34') PRECAST <br />2121 <br />2818 <br />4101 <br />5332 <br />6569 <br />1811 <br />2021 <br />2021 <br />2121 <br />2184 <br />3981 <br />5190 <br />6401 <br />1630 <br />-,7r <br />8851 <br />3'-6' (42') PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />521E <br />6204 <br />1192 <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />50SI <br />6061 <br />1036 <br />4'-0' (48') PRECAST <br />1818 <br />198E <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />938 <br />93S <br />1818 <br />1925 <br />2150 1 <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 />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 13920 <br />4549 <br />5'-10'C10') PRECAST <br />1212• <br />1351 <br />1930 <br />2505 <br />3084 <br />3665 <br />4241 <br />410 <br />416 <br />1212 <br />1315 <br />1615 <br />2441 <br />3010 <br />3583 <br />451 <br />PRECAST <br />1141• <br />1200 <br />1133 <br />2250 <br />2169 <br />32S0 <br />3812 <br />101 <br />881 <br />1141 <br />1182 <br />1664 <br />21W <br />2103 <br />3216 <br />3132 <br />1'-6' (901) PRECAST <br />959• <br />S12 <br />1415 <br />1514 <br />2354 <br />2191 <br />3240 <br />591 <br />651 <br />13W <br />1021 <br />1466 <br />1901 <br />2351 <br />2191 <br />32 45 <br />9'-4' (112") PRECAST <br />801• <br />612 <br />S80 <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />630 <br />801 <br />155 <br />11S2 <br />1550 <br />1910 <br />2211 <br />2634 <br />10'-6'(126') PRECAST <br />llb• <br />488 <br />1S3 <br />1021 <br />1261 <br />1456 <br />1131 <br />396 <br />493 <br />116 <br />611 <br />1039 <br />13a9 <br />1111 <br />2034 <br />2358 <br />II'-4' C136') 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 />1295 <br />15% <br />Ib% <br />2198 <br />12'-0' C144") PRECAST <br />601• <br />400 <br />63I <br />alb <br />1001 <br />1186 <br />1312 <br />340 <br />494 <br />631 <br />486 <br />Vs <br />120E <br />1514 <br />IlS9 <br />2086 <br />13'-4'CI60")PRECAST <br />500• <br />340 <br />532 <br />686 <br />841 <br />991 <br />1153 <br />302 <br />398 <br />513 <br />409 <br />682 <br />1004 <br />1361 <br />1631 <br />1891 <br />14'-O'C168') PRECAST <br />458• <br />316 <br />493 <br />635 <br />118 <br />922 <br />1065 <br />286 <br />360 <br />548 <br />318 <br />629 <br />922 <br />1254 <br />1561 <br />1816 <br />14'-8' (116') PRESTRESSED <br />243 <br />295 <br />45S <br />Bel <br />124 <br />651 <br />990 <br />N.R <br />351 <br />243 <br />352 <br />562 <br />852 <br />1156 <br />14Si <br />1142 <br />IS'-4' (184') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />roll <br />801 <br />925 <br />N.R. <br />321 <br />228 <br />32S <br />542 <br />l91 <br />1012 <br />1351 <br />161ro <br />Il'-4' (20W)PRESTRE58ED <br />188 <br />236 <br />361 <br />464 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />188 <br />216 <br />449 <br />649 <br />a14 <br />1121 <br />138IB <br />19'-4' (232') PRESTRESSED <br />165 <br />201 <br />313 <br />401 <br />49O <br />518 <br />brcl <br />N.R. <br />204 <br />*5 <br />239 <br />383 <br />550 <br />136 <br />S40 <br />1160 <br />21'-4' (256')PRESTRESSED <br />145 <br />186 <br />218 <br />356 <br />433 <br />512 <br />590 <br />N.R <br />112 <br />142 <br />212 <br />336 <br />4ll <br />635 <br />801 <br />993 <br />22'-O'(264')F'RESTRES5E0 <br />140 <br />180 <br />268 <br />343 <br />418 <br />493 <br />5ro8 <br />N.R. <br />161 <br />131 <br />205 <br />322 <br />451 <br />601 <br />111 <br />941 <br />24'-0'(288') PRE5TRE55ED <br />121 <br />I65 <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 />600 <br />833 <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />S' PRECAST W/ 2" RECESS DOOR U-LINTELS <br />GfRAVIT1' <br />TYPE <br />LENGTH <br />r— <br />8RFIO-08 <br />8"14-0 <br />18- <br />8"22- <br />6- <br />M:30-06 <br />8�6 <br />M-6-1B <br />BRFIO-iB <br />8@F14-10 <br />BREWS-iB <br />8RF22-1C <br />8r4F26-1B <br />SRF30-115 <br />4'-4" l52') PRECAST <br />1489 <br />1591 <br />1821 <br />3053 <br />3412 <br />2982 <br />4S82 <br />3954 <br />6412 <br />4S29 <br />1-341 <br />5904 <br />9416 <br />6880 <br />10818 <br />4'-(o' (54') PRECAST <br />1351 <br />1449 <br />2182 <br />2114 <br />3600 <br />4401 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />10818 <br />5'-8" (68') PRECAST <br />a32 <br />1602 <br />1550 <br />2050 <br />2566 <br />3015 <br />3585 <br />185 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5814 <br />6835 <br />PRECAST <br />l35 <br />119 <br />1500 <br />1449 <br />1S24 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-8' (80'JPRECAST <br />g2y <br />Sol <br />1611 <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />901 <br />Ib11 <br />2933 <br />4100 <br />b130 <br />6111 <br />6101 <br />(90')PRECAST <br />161 <br />1311 <br />2252 <br />1956 <br />2451 <br />2944 <br />3439 <br />665 <br />l64 <br />1311 <br />2329 <br />I <br />3609 <br />54S2 <br />6624 <br />5132 <br />9'-8" (116') PRECAST <br />311 <br />420 <br />834 <br />1253 <br />011 <br />1342 <br />1614 <br />1986 <br />535 <br />928 <br />1491 <br />2119 <br />I 2618 <br />3595 <br />2815 <br />8" PRECAST W/ 2' RECESS DOOR U-LINTEL5 <br />UF'L IFT <br />LATERAL <br />TYPE <br />LENGTW <br />SWO-IT <br />BF1Fi0-IT <br />SW14-IT <br />SRWIS-IT <br />SRF22-IT <br />SRF26-IT <br />8RF30-IT <br />SRF&-2T <br />BFr-IO-2T <br />SIiF14-2T <br />StW!8-2T <br />SR 22-2T <br />OW26-2 <br />30-2 <br />�U <br />� <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4S61 <br />5825 <br />12 <br />5M <br />1244 <br />1519 <br />2339 <br />3110 <br />4008 <br />4850 <br />56% <br />4'-6' (54') PRECAST <br />II92 <br />1501 <br />2311 <br />3121 <br />3531 <br />41u, <br />5511 <br />853 <br />1152 <br />1455 <br />2240 <br />3036 <br />3831 <br />4643 <br />5453 <br />853 <br />(68') PRECAST <br />924• <br />1112 <br />1195 <br />2423 <br />3055 <br />368E <br />4325 <br />501 <br />524 <br />1132 <br />1141 <br />2351 <br />2S18 <br />3603 <br />4230 <br />501 <br />PRECAST <br />a%• <br />1138 <br />1142 <br />2352 <br />2%5 <br />3581 <br />41Sa <br />469 <br />469 <br />896 <br />10SS <br />1690 <br />2288 <br />26SI <br />34,51 <br />4106 <br />6'-8' (80")PRECAST <br />118 <br />a62 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />630 <br />1100 <br />'Ila <br />S56 <br />1468 <br />1981 <br />2509 <br />3035 <br />3563 <br />l90')PRECAST <br />688 <br />691 <br />1325 <br />1810 <br />22W <br />2153 <br />3221 <br />110 <br />941 <br />6a8 <br />849 <br />1302 <br />I'162 <br />2225 <br />2690 <br />3151 <br />9'-8' (116') PRECAST <br />533• <br />433 <br />808 <br />1123 <br />1413 <br />1104 <br />1555 <br />614 <br />533 <br />521 <br />1009 <br />136S <br />I128 <br />2088 <br />2450 <br />516 <br />TYPE DESIGNATION <br />F - FILLED WITH GROUT / U = UNFILLED <br />QUANTITY OF "9 REBAR AT <br />F r BOTTOM OF LINTEL CAVITY <br />8F1& -15AT <br />NOMINAL WIDTH J L QUANTITY OF #5 <br />NOMINAL HEIGHT REBAR AT TOP <br />C3ENERAL 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 Ilntels meet or exceed L/36O vertical deflection, except lintels I1'-4' and <br />longer with a nominal heleht 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 />6. Cast -In -place concrete may be provided In composite lintel In Ileu of concrete masonry units. <br />S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />•REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />1-5/8'ACTUAL� <br />8' NOMINAL WIDTH <br />SAFE LOAD TABLE NOTES <br />-"5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2' CLEAR <br />C.M.U. <br />05 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />( VARIES) <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 6-112'. <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 6O 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 />A E C N I T E C T S <br />5 <br />Gr es10T. n <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.at>deslgngroup.com <br />AA t. 0003325 <br />w <br />a <br />m <br />Z <br />0 <br />y <br />0 <br />F <br />0 <br />r <br />I* ------- <br />i <br />8VHDiv. a. 1,07 <br />SILVERADO <br />LOT #16 <br />BLK #6 <br />PROJMT# <br />04128.000-01661 <br />MODffiLo <br />4EAB <br />"1672—ARIA" <br />GARAGE BVrJNC - <br />RIGHT <br />PAGW. <br />SAFE LOAD <br />TABLES <br />(CAST-CRETE) <br />150 MPH EXR B <br />ARCHITECT-' <br />STATE OF FLORIDA <br />I <br />Dunm <br />A 11/7/17 <br />SCALD 1/4"=1'-0" <br />wknm T <br />1 B.1 <br />