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5AFE LOAD T,45LE5 <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRESTRESSED U-LINTELS <br />4~r4R"r <br />GR4VITY <br />LENGTH TYPE <br />SUS <br />8F8-05 <br />aF12-05 <br />16-0 <br />20-0 <br />24- <br />25-0 <br />32-0 <br />SFa 1B <br />5FI2-15 <br />8FI6-IB <br />8F20-IB <br />BF24-15 <br />SF28-I5 <br />OF32-IB <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />11936 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />II936 <br />3'-6' (42') PRECAST <br />23(02 <br />3135 <br />3311 <br />4659 <br />6001 <br />1315 <br />5630 <br />5541 <br />3166 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />II936 <br />4'-0' C48') PRECAST <br />2029 <br />2325 <br />2496 <br />3461 <br />4435 <br />5410 <br />e384 <br />1358 <br />2646 <br />4413 <br />6039 <br />1526 <br />9004 <br />10412 <br />II936 <br />4'-6' (54') PRECAST <br />1651 <br />IS13 <br />26,51 <br />3403 <br />4149 <br />4896 <br />5644 <br />4021 <br />6039 <br />I526 <br />5004 <br />10412 <br />9668 <br />5'-4' (64') PRECAST <br />1154 <br />Doi <br />1809 <br />2311 <br />2826 <br />3336 <br />3646 <br />KII <br />2889 <br />5051 <br />6056 <br />5400 <br />6424 <br />1450 <br />5'-lO'l1O') PRECAST <br />912 <br />1059 <br />1414 <br />1885 <br />2304 <br />2121 <br />3131 <br />2464 <br />4144 <br />5458 <br />4431 <br />52W <br />e122 <br />PRECAST <br />931 <br />2101 <br />3263 <br />2146 <br />3355 <br />3911 <br />4585 <br />1255 <br />2101 <br />3396 <br />1 5260 <br />1 1134 <br />8995 <br />6890 <br />1'-6' l90')PREGA$T <br />161 <br />1029 <br />1615 <br />2385 <br />1934 <br />2439 <br />2666 <br />3333 <br />1029 <br />16I5 <br />2610 <br />3839 <br />5596 <br />6613 <br />5041 <br />9'-4' 1112') PRECAST <br />513 <br />632 <br />1041 <br />1469 <br />1210 <br />1462 <br />1154 <br />2021 <br />168 <br />1212 <br />1618 <br />2544 <br />3469 <br />4030 <br />3121 <br />lO'-6'1126') PRECAST <br />456 <br />482 <br />am <br />1125 <br />915 <br />1122 <br />1326 <br />1535 <br />658 <br />1025 <br />1514 <br />2051 <br />2114 <br />3130 <br />2404 <br />II'-4' (13W) PRECAST <br />445, <br />598 <br />935 <br />1365 <br />1554 <br />2355 <br />1193 <br />2015 <br />598 <br />935 <br />1365 <br />1 1854 <br />1 2441 <br />3155 <br />4044 <br />12'-O'(144') PRECAST <br />414 <br />545 <br />564 <br />1254 <br />1659 <br />2014 <br />1510 <br />1518 <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2832 <br />3590 <br />13'-4' 060') PRECAST <br />362 <br />421 <br />126 <br />1026 <br />1331 <br />1635 <br />1224 <br />1418 <br />485 <br />145 <br />10le <br />1435 <br />1555 <br />2343 <br />2320 <br />14'-0'(168') PRECAST <br />335 <br />3Bl <br />648 <br />V5 <br />1190 <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />14'-8'l116') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />465 <br />l6S <br />1310 <br />1 2045 <br />2610 <br />3185 <br />3165 <br />15'-4' (184') PRESTRESSED <br />N.R. <br />NR <br />NRKNR <br />NR <br />NR <br />NR <br />NR <br />420 <br />635 <br />1855 <br />2310 <br />213W <br />3410 <br />Il'-4'(208')PRE5TRE5SED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />310 <br />530 <br />1400 <br />1500 <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 />240 <br />400 <br />IOW <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 />153 <br />330 <br />610 <br />540 <br />1340 <br />1150 <br />2110 <br />22'-0'(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 />BID <br />1250 <br />1660 <br />1910 <br />24'-(OT288'J PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />130 <br />r 240 <br />410 <br />120 <br />1 10130 <br />1 1350 <br />1 1610 <br />1" IATERIAL5 <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 3/5' aggregate. <br />4. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1500 psi. <br />5. Rebar provided in precast lintel per ASTM A615 GR60. <br />Field rebar per A5TM A615 GR40 or GRoO. <br />6. Prestressing strand per 45TM 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 />`j^=r`CjRrn <br />UPLIFT <br />LATERAL <br />TYPE <br />LENGTH <br />5-I <br />8-2 <br />BF12-IT <br />12-2T <br />Ie-IT <br />Fl6-2T <br />20-IT <br />20-2 <br />F24-1 <br />24-2 <br />8F28-IT <br />28-2 <br />EF32-IT <br />8F32.2T <br />SUB <br />8F8 <br />2'-10'(34') PRECAST <br />2121 <br />2818 <br />4101 <br />5332 <br />6569 <br />1511 <br />3055 <br />2021 <br />2021 <br />2121 <br />2184 <br />39BI <br />5190 <br />6401 <br />1630 <br />8851 <br />3'-6' (42') PRECAST <br />2165 <br />2289 <br />3260 <br />4231 <br />5219 <br />6204 <br />1152 <br />1251 <br />1251 <br />2165 <br />22IS <br />3165 <br />4125 <br />SOV <br />6061 <br />1036 <br />4'-0' (48') PRECAST <br />1818 <br />1989 <br />2832 <br />3680 <br />4532 <br />5381 <br />6245 <br />938 <br />938 <br />1818K1,4 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-6' (54') PRECAST <br />16602501 <br />3251 <br />4010 <br />4161 <br />5525 <br />121 <br />121 <br />1660 <br />2435 <br />3111 <br />3913 <br />4658 <br />5406 <br />4' (64') PRECAST <br />1393• <br />2110 <br />2141 <br />3315 <br />4010 <br />4645 <br />505 <br />13532050 <br />2610 <br />3293 <br />3e20 <br />4549505 <br />PRECAST <br />2l2• <br />930 <br />2505 <br />3084 <br />3665 <br />418 <br />4181212 <br />1615 <br />2441 <br />3010 <br />35834151PRECAST <br />71 <br />133 <br />2250 <br />2169 <br />3290 <br />3812 <br />101 <br />661 <br />1141 <br />1152 <br />1 1684 <br />21,32 <br />2103 <br />3216 <br />3132 <br />(9O') PRECAST <br />959• <br />S12 <br />1415 <br />914 <br />2354 <br />2191 <br />3240 <br />651 <br />990 <br />1029 <br />1466 <br />1901 <br />2 351 <br />2191 <br />3245 <br />591 <br />9'-4' C112') PRECAST <br />501• <br />612 <br />380 <br />269 <br />560 <br />852 <br />2144 <br />454 <br />630 <br />501 <br />155 <br />1192 <br />1550 <br />1310 <br />2211 <br />2634 <br />1O'-6'(126') PRECAST <br />llb• <br />498 <br />133 <br />1021 <br />1261 <br />1496 <br />1131 <br />396 <br />493 <br />lie <br />Oil <br />1039 <br />1389 <br />Illl <br />2034 <br />2358 <br />IV-4' (136') PRECAST <br />666• <br />899 <br />04 <br />309 <br />515 <br />363 <br />556 <br />666 <br />! S <br />S35 <br />295 <br />1595 <br />1896 <br />219E <br />12'-O'(144') PRECAST <br />601• <br />400 <br />516 <br />1001 <br />1156 <br />1312 <br />340 <br />494 <br />631 <br />456 <br />209 <br />1514 <br />1199 <br />2056 <br />13'-4' (160') PRECAST <br />500• <br />340 <br />14S31&35 <br />686 <br />841 <br />99l <br />53 <br />302 <br />395 <br />5-13 <br />403 <br />004 <br />1361 <br />16,31 <br />1891 <br />PRECAST <br />458• <br />316 <br />lie <br />922 <br />106514'-O'(168') <br />286 <br />360 <br />545 <br />315 <br />922 <br />1254 <br />1561 <br />1516 <br />PRESTRESSEDr145 <br />243 <br />295 <br />459 <br />591 <br />-124 <br />651 <br />990 <br />N.R <br />351 <br />352 <br />582 <br />B52 <br />1156 <br />14V <br />1142 <br />I5'-4' (IB4') PRESTRESSED <br />218 <br />430 <br />553 <br />611 <br />801 <br />925 <br />N.R. <br />321 <br />325 <br />542 <br />l91 <br />10-12 <br />1381 <br />1616 <br />Il'-4' (208')F'REETRESSED <br />236 <br />36I <br />4e4 <br />561 <br />610 <br />114 <br />N.R. <br />255 <br />216 <br />449 <br />649 <br />514 <br />1121 <br />1355 <br />19'-4' (232') PRESTRESSED <br />20-1 <br />313 <br />401 <br />450 <br />5i5 <br />e6l <br />N.R <br />204 <br />23S <br />353 <br />550 <br />136 <br />340 <br />1160 <br />21'-4' (25e')PRE5TRE55ED <br />166 <br />215 <br />356 <br />433 <br />Sit <br />Seo <br />N.R <br />112 <br />142 <br />212 <br />336 <br />411 <br />635 <br />801 <br />993 <br />22'-O'(264')PRESTRESSED <br />140 <br />180 <br />268 <br />343 <br />415 <br />493 <br />565 <br />N.R <br />I61 <br />131 <br />205 <br />322 <br />45l <br />eol <br />Ill <br />341 <br />24'-O'(288') PRESTRESSED <br />121 <br />165 <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 />6B0 <br />833 <br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />8" PRECAST LU/ 2" RECESS DOOR U-LINTELS <br />4^Xr-441INN <br />C3RAYIT`r <br />TYPE <br />LENGTH <br />m <br />aRFlm-mB <br />ar�Ia-m <br />arF1a-m <br />ar�n-m <br />aRF26- <br />9iF3m-mB <br />RU6 <br />aRFb-IB <br />aRFIV-16 <br />aRF14-I13 <br />SWIS-15 <br />SW22-15 <br />OW26-IB <br />SW30-IB <br />4'-4' (52') PRECAST <br />1489 <br />153I <br />1521 <br />3053 <br />3412 <br />2962 <br />4982 <br />3954 <br />6412 <br />4923 <br />1941 <br />5SO4 <br />9416 <br />6850 <br />10818 <br />4'-6' (54') PRECAST <br />1351 <br />1449 <br />2182 <br />2114 <br />3e00 <br />4461 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />1081E <br />5'-8' C68') PRECAST <br />532 <br />1602 <br />IS50 <br />2058 <br />2S66 <br />3015 <br />3585 <br />I85 <br />1153 <br />2I62 <br />4014 <br />6412 <br />6516 <br />1 5614 <br />6839 <br />PRECAST <br />l35 <br />119 <br />IS00 <br />144E <br />IS24 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />3811 <br />6412 <br />6516 <br />5450 <br />6411 <br />6'-8' (80')PRECAST <br />522 <br />90l <br />16il <br />2933 <br />2516 <br />3223 <br />3512 <br />4522 <br />30l <br />1611 <br />2933 <br />4100 <br />6130 <br />8111 <br />(1101 <br />1'-6' (90')PRECAST <br />665 <br />161 <br />311 <br />2252 <br />958 <br />2451 <br />2944 <br />3439 <br />le4 <br />1311 <br />2329 <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-8' (116') PRECAST <br />all <br />420 <br />834 <br />1253 <br />loll <br />1342 <br />1614 <br />1886 <br />535 <br />928 <br />1491 <br />2I19 <br />2618 <br />35c6 <br />2815 <br />S" PRECAST Ul/ 2' RECESS DOOR U-LINTELS <br />C,^=_C,AnM <br />UPL IFT <br />LATERAL <br />TYPE <br />LENGTH <br />a136-IT <br />eRF10-IT <br />8RF14-IT <br />OWIS-IT <br />IrRF22-Ir <br />8RF26-IT <br />DW30-I <br />8RF <br />6-2T <br />5RFI0-2T <br />5W14-2T <br />8RFI8-2T <br />81F124T <br />DRF264 <br />DRF30-2 <br />8 <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 />2339 <br />3110 <br />4005 <br />4850 <br />5696 <br />4'-6' (54') PRECAST <br />1132 <br />15ol <br />2311 <br />3121 <br />3931 <br />4156 <br />5511 <br />853 <br />1192 <br />1455 <br />2240 <br />3036 <br />3831 <br />4643 <br />5453 <br />853 <br />(68') PRECAST <br />924• <br />1112 <br />lI95 <br />2423 <br />3055 <br />3655 <br />4325 <br />501 <br />Sol <br />924 <br />1 1132 <br />1141 <br />2351 <br />2.118 <br />3603 <br />4230 <br />5'-10' (10") PRECASTR13 <br />38 <br />142 <br />2352 <br />2%5 <br />3581 <br />4198 <br />469 <br />099 <br />1630 <br />2286 <br />2891 <br />3491 <br />4106 <br />469 <br />6'-8' CBO')PREGAST <br />882 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />956 <br />1465 <br />98l <br />250E <br />3035 <br />3563 <br />1'-6' (9O')PREGAST <br />691 <br />1325 <br />1810 <br />2250 <br />2153 <br />3221 <br />ll0 <br />941 <br />849 <br />1302 <br />1162 <br />2225 <br />2690 <br />3151 <br />9'-8' (116') PRECAST <br />433 <br />Boa <br />1123 <br />1413 <br />1104 <br />1995 <br />516 <br />614 <br />1 521 <br />1 1009 <br />1 1369 <br />1128 <br />2085 <br />2450 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />S REBAR AT TOP <br />MIN .(1) REQ'D <br />1-1/2' CLEAR <br />TYPE DE51GNATION Q <br />F =FILLED WITH GROUT / U =UNFILLED Q <br />FQUANTITY OF "5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />i <br />'A <br />Z <br />= <br />CM.U. <br />GROUT <br />8F1� - <br />Z <br />• <br />=1�/IT <br />III L <br />� <br />' <br />• • <br />'S REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />NOMINAL WIDTN-j QUANTITY OF -5 <br />NOMINAL NEIGNTJ REBAR AT TOP <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />1-5ia'AcrUAL <br />NOMINAL WIDTH <br />8' <br />(VARIES) <br />GENERAL NOTES <br />L 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 />C, 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. Gast -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 />I. All values based on minimum 4' bearing. Exception: Sare 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. Sare 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 '1 rebar may be substituted For two "5 rebars 1n 5' 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 race of support. <br />8. For composite lintel heights not shown, use safe load From next lower height. <br />9- All safe loads In Units or pounds per linear foot. <br />F—A R C N IT! C Ti <br />Design <br />Gr u .1 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.mm <br />AA S: 0003325 <br />D <br />s <br />U <br />W <br />a <br />a <br />rn <br />w <br />c <br />F <br />0 <br />9LTHDIV. Z MT: <br />SILVERADO <br />LOT #20 <br />BLK #6 <br />PROJECT{% <br />04128.000-02061 <br />M01)ZU <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 61VMG: <br />LEFT <br />PACE: <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B. <br />ARCHITECT-. <br />r31*1 <br />AATE. 11/7/17 <br />CALE: 1/4"= l' — 0" <br />Am P <br />