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&AFE LOAD TAPLES <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />CAM" <br />QRA <br />V I TT' <br />TYPE <br />LENGTH8F8-IB <br />8U8 <br />BPS-05 <br />EF12-05 <br />Ib- <br />20- <br />24- <br />28- <br />32-0 <br />8FI2-I15 <br />8FI6-1B <br />8F20-I15 <br />8F24-I5 <br />8F28-IB <br />01032-IB <br />2'-10'(34') PRECAST <br />2302 <br />V66 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />II936 <br />3166 <br />4413 <br />603B <br />1526 <br />9004 <br />10412 <br />II936 <br />3'-6' (42') PRECAST <br />2302 <br />313E <br />3311 <br />4689 <br />6001 <br />1315 <br />8630 <br />5941 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-O' l48') PRECAST <br />2029 <br />2325 <br />2496 <br />3461 <br />443E <br />5410 <br />6394 <br />1358 <br />2646 <br />4413 1 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-6' (54°) PRECAST <br />1651 <br />Mal <br />1913 <br />2651 <br />3403 <br />414E <br />4856 <br />5644 <br />2110 <br />4021 <br />6039 <br />7526 <br />W04 <br />10412 <br />9668 <br />5'-4' (64") PRECAST <br />1184 <br />1223 <br />1301 <br />1809 <br />2311 <br />2826 <br />3336 <br />3646 <br />1665 <br />2889 <br />5051 <br />6096 <br />5400 <br />6424 <br />1450 <br />5'-10'C10') PRECAST <br />912 <br />1000 <br />1055 <br />1414 <br />1889 <br />2304 <br />2121 <br />3131 <br />1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />5280 <br />6122 <br />6'-6' C18') PRECAST <br />931 <br />I255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3911 <br />45SS <br />1255 <br />2101 <br />3396 <br />5260 <br />1134 <br />8995 <br />6890 <br />(90')PRECAST <br />-161 <br />102E <br />1615 <br />2385 <br />1994 <br />2439 <br />2886 <br />3333 <br />1025 <br />1615 <br />2610 <br />3839 <br />5596 <br />6613 <br />5041 <br />lb'-4' C112') PRECAST <br />513 <br />e32 <br />1049 <br />1469 <br />1210 <br />1482 <br />1154 <br />2021 <br />168 <br />1212 <br />1818 <br />2544 <br />3469 <br />14030 <br />3121 <br />I0'-6`C126"I PRECAST <br />456 <br />482 <br />802 <br />1125 <br />915 <br />1122 <br />1328 <br />1535 <br />658 <br />1025 <br />1514 <br />20V <br />2114 <br />3130 <br />2404 <br />II'-4' (136') PRECAST <br />445 <br />558 <br />935 <br />136511335 <br />654 <br />2355 <br />I193 <br />2015 <br />598 <br />935 <br />1365854 <br />2441 <br />3155 <br />4044 <br />12'-O'1144°) PRECAST <br />414 <br />545 <br />864 <br />1254689 <br />2014 <br />1510 <br />IBIS <br />555 <br />864 <br />1254693 <br />2211 <br />2832 <br />3590 <br />13'-4° (160') PRECAST <br />362 <br />421 <br />126 <br />1028331 <br />1635 <br />1224 <br />1418 <br />485 <br />148 <br />1016435 <br />1855 <br />2343 <br />2920 <br />14'-0'(165') PRECAST <br />338 <br />381 <br />645 <br />91990 <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <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 />2elO <br />3185 <br />3165 <br />15'-4' C184') 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 />1 2310 <br />2890 <br />3410 <br />I1'-4' (208')PRESTRE5SED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />310 <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 />IOW <br />1400 <br />1120 <br />2030 <br />21'-4' C256') F RES7RESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />183 <br />330 <br />610 <br />940 <br />1340 <br />1180 <br />2110 <br />22'-O'(29,4')PRE5TRE55ED <br />N.R. <br />NR <br />NR <br />NR <br />NRtINR <br />NR <br />NR <br />160 <br />300 <br />510 <br />8100 <br />1660 <br />1910 <br />24'-Or2OW) PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NRR <br />NR <br />NR <br />130 <br />240 <br />410 <br />12030 <br />1350 <br />1610 <br />1" iATERIAL5 <br />I. f'c precast Ilntels = 3500 psi. <br />2. f'c prestressed lintels - 6000 psi. <br />3. f'c grout - 3000 psi w/ maximum 3/5' aggregate. <br />4. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 Pei. <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 />8. Mortar per ASTM C210 type M or S. <br />6' PRECAST 4 PRESTRESSED U-LINTELS <br />UFL <br />IFT <br />LATERAL <br />TYPE8-I <br />LENGTH8-2 <br />ITIT <br />16-IT <br />20-IT <br />24-IT <br />28-IT <br />W32-IT <br />8F8 <br />rl-2T <br />16-2T <br />20-2 <br />24-2 <br />28-2 <br />8F32-2T8 <br />2'-10'(34') PRECAST <br />2121 <br />2818 <br />4101 <br />533211,41111 <br />6569 <br />1811 <br />9055 <br />2021 <br />2021 <br />2121 <br />2184 <br />3981 <br />5190 <br />1630 <br />9851 <br />(42') PRECAST <br />2165 <br />22SS <br />3260 <br />4231 <br />5215 <br />6204 <br />11923'-6' <br />1251 <br />1251 <br />2165 <br />2215 <br />3165 <br />4125 <br />ee <br />6061 <br />1036 <br />4'-0' (48') PRECAST <br />181E <br />1989 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />938 <br />938 <br />181E <br />IS25 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-6' (54') PRECAST <br />1660 <br />1162 1 <br />2501 <br />3251 <br />4010 14161 <br />5525 <br />121 <br />121 <br />1660 <br />1105 <br />2435 <br />3111 <br />3S13 1 <br />4658 <br />5406 <br />5'-4" (64") PRECAST <br />1393- <br />1454 <br />2110 <br />2141 <br />3315 14010 <br />464b <br />505 <br />505 <br />1393 <br />1431 <br />2050 <br />2610 <br />3293 <br />3920 <br />4549 <br />PRECAST <br />1212- <br />1351 <br />MW <br />2505 <br />3064 <br />3665 <br />4241 <br />415 <br />418 <br />1212 <br />1315 <br />1615 <br />2441 <br />3010 <br />3583 <br />4151 <br />PRECAST <br />141 <br />1200 <br />1133 <br />2250 <br />2169 <br />3290 <br />3812 <br />101 <br />881 <br />1141 <br />1182 <br />1684 <br />21W <br />2103 <br />3216 <br />3132 <br />1'-6' (90') PRECAST <br />%S' <br />S12 <br />1415 <br />M14 <br />2354 <br />2191 <br />3240 <br />591 <br />651 <br />SW <br />102E <br />1466 <br />1901 <br />2351 <br />2191 <br />3245 <br />V-4' (112') PRECAST <br />801. <br />e12 <br />SW <br />1269 <br />1560 <br />1852 <br />2144 <br />454 <br />630 <br />801 <br />155 <br />1192 <br />1550 <br />1910 <br />2211 <br />2634 <br />t0'-6"1126') PRECAST <br />Ile, <br />Ile, <br />498 <br />193 <br />1021 <br />1261 <br />I496 <br />1131 <br />396 <br />493 <br />ell] <br />103E <br />1389 <br />fill <br />2034 <br />2358 <br />IV-4' (136') PRECAST <br />666• <br />439 <br />696 <br />899 <br />1104 <br />1305 <br />1515 <br />363 <br />556 <br />666 <br />535 <br />905 <br />1295 <br />1595 <br />1896 <br />2198 <br />12'-O'(144') PRECAST <br />601• <br />400 <br />631 <br />616 <br />1001 <br />lie& <br />1312 <br />340 <br />494 <br />631 <br />486 <br />518 <br />120E <br />1514 <br />I199 <br />2086 <br />13'-4' (160') PRECAST <br />500• <br />340 <br />532 <br />686 <br />841 <br />99l <br />1153 <br />302 <br />398 <br />5l3 <br />409 <br />682 <br />1004 <br />1361 <br />1631 <br />1891 <br />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 />lair. <br />14'-8' lll6') PRESTRESSED <br />243 <br />255 <br />459 <br />551 <br />124 <br />851 <br />990 <br />N.R. <br />35-1 <br />243 <br />352 <br />582 <br />852 <br />1156 <br />14SI <br />1142 <br />5'-4' (184') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />ell <br />WI <br />925 <br />N.R <br />321 <br />228 <br />329 <br />542 <br />l91 <br />1012 <br />13V <br />1616 <br />11'-4' (208')PRESTRESSED <br />1" <br />236 <br />361 <br />464 <br />5el <br />610 <br />114 <br />N.R. <br />255 <br />180 <br />216 <br />441364S <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 />23S <br />383 <br />550 <br />136 <br />940 <br />1160 <br />21'-4' (256')PRESTRESSED <br />145 <br />IB6 <br />218 <br />356 <br />433 <br />512 <br />59O <br />N.R. <br />112 <br />142 <br />212 <br />336 <br />4l1 <br />635 <br />80l <br />993 <br />22'-O'(264')PRE57RES5ED <br />140 <br />ISO <br />268 <br />343 <br />418 <br />493 <br />568 <br />N.R. <br />161 <br />13l <br />205 <br />322 <br />451 <br />601 <br />-11i <br />941 <br />24'-O'(2869 PRESTRESSED <br />121 <br />165 <br />244 <br />312 <br />300 <br />441 <br />515 <br />N.R. <br />I35 <br />124 <br />186 <br />290 <br />408 <br />538 <br />680 <br />B33 <br />GENERAL NOTES <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />8° PRECAST W/ 2' RECESS DOOR U-LINTELS <br />4 <br />GfRA V I <br />T'r' <br />TYPE <br />LENGTHTYPE <br />6- <br />822"5 <br />aRFIC-0 <br />OW14- <br />SWW-15 <br />18- <br />SWIS-IB <br />81RF22- <br />OIW22-18 <br />6- <br />BRF26-16 <br />erd:3m-06 <br />81"J:3m-IB <br />4'-4' (52') PRECAST <br />1489K144S <br />3053 <br />3412 <br />2982 <br />4982 <br />3954 <br />6412 <br />4929 <br />1941 <br />5904 <br />9416 <br />6880 <br />10818 <br />4'-6' (54') PRECAST <br />i351 <br />2182 <br />2114 <br />3600 <br />4481 <br />5315 <br />6264 <br />3412 <br />4982 <br />6412 <br />1941 <br />S416 <br />108185'-8' <br />(68") PRECAST <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />185 <br />2162 <br />4014 <br />e412 <br />651ro <br />5814 <br />6839 <br />5'-10"(�®") PRECAST <br />l35 <br />1500 <br />1449 <br />1924 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-S' (80')PRECAST <br />822 <br />90l <br />loll <br />2933 <br />2516 <br />3223 <br />3812 <br />4522 <br />901 <br />Ibll <br />2933 <br />4100 <br />6130 <br />8I11 <br />6101 <br />(90")PRECAST <br />161 <br />1311 <br />2252 <br />1958 <br />2451 <br />2944 <br />3439 <br />665 <br />164 <br />1311 <br />2329 <br />360E <br />5492 <br />6624 <br />5132 <br />9'-8' C116') PRECAST <br />all <br />420 <br />834 <br />1253 <br />1011 <br />1342 <br />1614 <br />1886 <br />535 <br />WO1491 <br />2119 <br />2618 <br />3595 <br />2815 <br />8' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />UPL FT <br />LATERAL <br />TYPE <br />LENGTI I <br />9RF6-rc <br />8WIC-IT <br />eW4-IT <br />8W18-IT <br />SNP22-17 <br />OW26-Ir <br />OW30-IT <br />51W-6-2T <br />8WI0-2T <br />OW14-2T <br />BN'fi8-2T <br />VF22-2T <br />OW26-2 <br />SW30-2 <br />aft <br />8RF <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4961 <br />5825 <br />932 <br />S32 <br />1244 <br />1519 <br />2339 <br />3110 <br />4008 <br />4850 <br />5696 <br />4'-6' (54') PRECAST <br />1192 <br />1501 <br />2311 <br />3121 <br />3931 <br />4156 <br />5511 <br />853 <br />I192 <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 />501 <br />-1241132 <br />1-14) <br />2351 <br />2918 <br />3603 <br />4230 <br />WI <br />5'-10' (10') PRECAST <br />896• <br />1138 <br />1142 <br />2352 <br />2965 <br />3581 <br />1 4198 <br />469 <br />896 <br />1099 <br />1690 <br />2288 <br />2891 <br />3491 <br />1 406 <br />469 <br />6'-8' (80')PRECAST <br />116 <br />862 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />116 <br />956 <br />1468 <br />1981 <br />250B <br />3035 <br />3563 <br />1'-6' (90') PRECAST <br />688 <br />691 <br />1325 <br />1610 <br />2280 <br />2153 <br />322-1 <br />110 <br />'341 <br />688 <br />849 <br />1302 <br />Ile2 <br />2225 <br />2690 <br />3151 <br />9'-8' (lib") PRECAST <br />533• <br />433 <br />808 <br />1123 <br />1413 <br />1104 <br />1995 <br />614 <br />533 <br />521 <br />IOOS <br />1369 <br />1125 <br />2088 <br />2450 <br />516 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2' CLEAR <br />TYPE <br />1)E51C3N,4TI0N <br />a <br />F • FILLED WITH GROUT / U - UNFILLED <br />U <br />Q <br />= <br />G.M.U. <br />QUANTITY OF 5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />Z <br />E <br />GROUT <br />� <br />+ <br />5 REBAR AT BOTTOM <br />1 <br />• <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />` QUANTITY OF 5 <br />REBAR AT TOP <br />1-5/8-ACTUAL <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH <br />(VARIES) <br />5,4FE LOAD TABLE 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 Ileu of concrete masonry units. <br />9. 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 for unfilled <br />lintels must be reduced by 20 a if bearing length is less than <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 />addlonal reinforced masonry above the precast lintel <br />6. One r 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 6-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 R C H I T E C T 5 <br />6 <br />Des'!gn <br />GroupO.n�. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PN: 407.774.8078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA A: 0003325 J <br />6 <br />W <br />y <br />0 <br />y <br />0 <br />F <br />o <br />Z <br />N <br />F <br />BVHDIV. a. LOT'. <br />SILVERADO <br />LOT 46 <br />BLK 6 <br />PROJMT# <br />04128.000-04661 <br />MODZU <br />4EGB <br />"GALEN" <br />GARAt3R 81rM is <br />LEFT <br />PAGE: <br />LINTEL LOAD <br />TABLES <br />150 MPH EXP. B <br />PAINT -1 <br />DATjlh 10/20/17 <br />SCALE: 1 /4"= l'— 0" <br />warm= <br />N. 1 B. I <br />