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?AFE LOAD T,45LE5 <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />8' PRECAST 4 PRE5TRE55ED U-LINTELS <br />GfRAVIT'r <br />TYPE8U8 <br />LENGTH <br />SFO-OB <br />eF12-OB <br />Ib- <br />O- <br />24- <br />28- <br />32- <br />em-IB <br />eFi2-IB <br />OFI6-IS <br />8F20-IB <br />8F24-15 <br />eF28-IB <br />SF32-OB <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />6039 <br />1526 <br />S004 <br />10412 <br />IIS36 <br />3i66 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />3'-6' C42') PRECAST <br />2302 <br />3138 <br />3311 <br />4689 <br />6001 <br />1316 <br />8630 <br />SS41 <br />3166 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-0' (48') PRECAST <br />2029 <br />2325 <br />24% <br />3461 <br />4438 <br />5410 <br />6394 <br />1350 <br />2646 <br />4413 <br />6039 <br />1526 <br />W04 <br />10412 <br />11936 <br />4'-6' C54'J PRECAST <br />1651 <br />Ilai <br />MIS <br />2651 <br />3403 <br />414E <br />4896 <br />5644 <br />2110 <br />4021 <br />6039 <br />1526 <br />S004 <br />10412 <br />9668 <br />5'-4' (64'I PRECAST <br />1184 <br />1223 <br />1301 <br />Uwe <br />2311 <br />2826 <br />3336 <br />3846 <br />1665 <br />2889 <br />5051 <br />6096 <br />5400 <br />6424 <br />1450 <br />5'-ID'(10'JPRECAST <br />912 <br />1000 <br />1059 <br />1414 <br />lees <br />2304 <br />2121 <br />3131 <br />1459 <br />2464 <br />4144 <br />5458 <br />4431 <br />52W <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 />33% <br />5260 <br />1134 <br />8995 <br />6890 <br />(90') PRECAST <br />161 <br />1029 <br />1615 <br />23S5 <br />1994 <br />2439 <br />2886 <br />3333 <br />102E <br />1615 <br />2610 <br />3839 <br />5596 <br />6613 <br />5041 <br />9'-4' lll2') PRECAST <br />513 <br />632 <br />104E <br />1469 <br />1210 <br />1462 <br />1154 <br />2021 <br />168 <br />1212 <br />1818 <br />2544 <br />3469 <br />4030 <br />3121 <br />10'-6'(126') PRECAST <br />456 <br />482 <br />802 <br />1125 <br />915 <br />1122 <br />132E <br />1535 <br />658 <br />1025 <br />1514 <br />2081 <br />2114 <br />3130 <br />2404 <br />Ii'-4' (136') PRECAST <br />445 <br />5w <br />935 <br />1365 <br />IS54 <br />2355 <br />11113 <br />2015 <br />598 <br />S35 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-O'C144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />1689 <br />2014 <br />1510 <br />1818 <br />555 <br />864 <br />1254 <br />1693 <br />2211 <br />2632 <br />3590 <br />13'-4'(160')PRECAST <br />362 <br />421 <br />126 <br />1026 <br />1331 <br />1635 <br />1224 <br />1418 <br />485 <br />148 <br />1016 <br />1438 <br />1855 <br />2343 <br />2920 <br />14'-O'C168') PRECAST <br />338 <br />Sal <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 />14'-8'CIl6') 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 />3185 <br />3165 <br />i5'_4•(Ig4•) PRESTRESSED <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />420 <br />6% <br />1250 <br />1855 <br />2310 <br />289m <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 />NR <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' (25&')F'RESTRESSED <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'(264')PRE5TRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />160 <br />300 <br />510 <br />810 <br />1250 <br />*60 <br />1 <br />IS10 <br />24'-OT288')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />130 <br />1 240 <br />47 <br />120 <br />1030 <br />1350 <br />1610 <br />MATERIALS <br />L f'c precast lintels 2 3500 pal. <br />2. F'c prestressed lintels 2 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 GR60. <br />Field rebar per ASTM A615 GR40 or GR60. <br />6. Prestressing strand per ASTM 4416 grade <br />210 low relaxation. <br />1. 1/32 wire per ASTM A510. <br />8. Mortar per ASTM C210 type M or 5. <br />6' PRECAST 4 PRESTRESSED U-LINTELS <br />CAlFCRfRr <br />uI <br />L <br />iFT <br />LATERAL <br />TYP <br />LENGTH8-2 <br />8-I <br />12-IT <br />16-IT <br />20-IT <br />24-i <br />28-IT <br />SF32-IT <br />SUS <br />8 <br />12-2 <br />16-2 <br />20-2 <br />24-2 <br />28-2 <br />SF32-2T <br />2'-10'(34') PRECAST <br />2121 <br />2818 <br />4101 <br />5332 <br />6569 <br />1811 <br />9055 <br />2021 <br />2021 <br />2121 <br />2194 <br />3981 <br />5190 16401g72 <br />8851 <br />3'-6' (42') PRECAST <br />2165 <br />228E <br />3260 <br />4231 <br />5219 <br />1i92 <br />12514'-0' <br />2165 <br />2215 <br />3165 <br />4125 <br />509110361251 <br />(46') PRECAST <br />leis <br />1989 <br />2832 <br />36SO <br />4532 <br />6245 <br />938 <br />938 <br />18'78 <br />1'325 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-6' (54') PRECAST <br />166m <br />1162 <br />2501 <br />3257 <br />4010 <br />4161 <br />5525 <br />121 <br />121 <br />1660 <br />1105 <br />2435 <br />3171 <br />SINS <br />4658540r. <br />5'-4" (64') PRECAST <br />1393' <br />1484 <br />znm <br />2141 <br />3315 <br />4010 <br />4648 <br />505 <br />505 <br />13W <br />1437 <br />2050 <br />2610 <br />3293 <br />3920 <br />4549 <br />51-101(101) PRECAST <br />1272• <br />1351 <br />M30 <br />2505 <br />3084 <br />3665 <br />4241 <br />418 <br />418 <br />1212 <br />1315 <br />1815 <br />2441 <br />3010 <br />3583 <br />1 4151 <br />6'-6' C16') PRECAST <br />1141' <br />1200 <br />1133 <br />2250 <br />2169 <br />3290 <br />3812 <br />1141 <br />1182 <br />1684 <br />21S2 <br />2103 <br />3216 <br />3132 <br />(90') PRECAST <br />959' <br />912 <br />1415 <br />1914 <br />2354 <br />2191 <br />3240 <br />651 <br />SW <br />1029 <br />1466 <br />19m1 <br />2351 <br />2191 <br />3245 <br />591 <br />9'-4' (112') PRECAST <br />801• <br />612 <br />980 <br />126E <br />1560 <br />1852 <br />2144 <br />454 <br />&30 <br />801 <br />755 <br />II92 <br />IE60 <br />1910 <br />2211 <br />2634 <br />10'-(o'(12ro') PRECAST <br />'1(-. <br />498 <br />193 <br />1021 <br />1261 <br />14% <br />1131 <br />493 <br />lib <br />roil <br />103E <br />138E <br />I111 <br />2034 <br />2358 <br />39ro <br />II'-4' (136') PRECAST <br />666' <br />439 <br />696 <br />899 <br />1104 <br />1309 <br />1515 <br />363 <br />556 <br />666 <br />535R4W <br />1295 <br />15% <br />18% <br />2198 <br />12'-0'(144') PRECAST <br />60l' <br />400 <br />516 <br />1001 <br />1186 <br />1312 <br />340 <br />494 <br />631 <br />4861209 <br />1514 <br />i199 <br />2m86 <br />13'-4' C160'J PRECAST <br />500' <br />340686 <br />841 <br />99l <br />1153 <br />302 <br />398 <br />573 <br />4091004 <br />1367 <br />1631 <br />Ia91 <br />14'-O'(168') PRECAST <br />458' <br />316 <br />635 <br />778 <br />922 <br />1065 <br />286 <br />360 <br />546 <br />378 <br />62S <br />922 <br />1254 <br />1561 <br />1816 <br />14'-8' (ll6') PRESTRESSED <br />243 <br />295 <br />45S <br />591 <br />724 <br />857 <br />99m <br />N.R. <br />351 <br />243 <br />352 <br />582 <br />852 <br />1156 <br />1491 <br />1142 <br />5'-4' (184') PRESTRESSED <br />228 <br />278 <br />430 <br />553 <br />611 <br />801 <br />925 <br />NR- <br />321 <br />228 <br />329 <br />542 <br />lei <br />1072 <br />1381 <br />Ibib <br />Il'-4' (20W)PRESTRESSED <br />188 <br />236 <br />361 <br />464 <br />561 <br />670 <br />174 <br />N-R <br />255 <br />188 <br />276 <br />44S <br />649 <br />814 <br />1121 <br />1389 <br />19'-4' (232') F'RESTRES°vED <br />165 <br />207 <br />313 <br />1 401 <br />490 <br />518 <br />667 <br />N.R <br />204 <br />165 <br />239 <br />353 <br />550 <br />736 <br />940 <br />1160 <br />21'-4' (256')P�STRESSED <br />145 <br />186 <br />218 <br />356 <br />433 <br />512 <br />590 <br />".R. <br />112 <br />142 <br />212 <br />336 <br />477 <br />635 <br />807 <br />SW <br />22'-O'12649PRESTRESSED <br />140 <br />180 <br />268 <br />343 <br />418 <br />493 <br />568 <br />N.R. <br />161 <br />137 <br />205 <br />322 <br />497 <br />601 <br />711 <br />941 <br />24'-0'(288') PRESTRESSED <br />127 <br />l65 <br />244 <br />312 <br />380 <br />441 <br />515 <br />NR, <br />135 <br />124 <br />06 <br />290 <br />408 <br />530 <br />680 <br />833 <br />GENERAL NOTES <br />•REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR <br />8' PRECAST W/ 2' RECESS DOOR U-LINTELS <br />C^rnCRm <br />GfRAViT,r <br />TYPE <br />LENGTHTYPE <br />- <br />�-� <br />OW14- <br />16- <br />SFW22- <br />26- <br />OW30-OB <br />ORFO-0 <br />8RFI4-I15 <br />SWIS-B <br />SIW22-IB <br />OW26-0 <br />BW30-IS <br />4'-4' (52') PRECAST <br />1591 <br />3053 <br />2982 <br />3954 <br />4929 <br />59m4 <br />6a80 <br />1489 <br />1821 <br />3412 <br />4982 <br />6412 <br />1541 <br />9416 <br />Im818 <br />4'-6' (54') PRECAST <br />i351 <br />144E <br />2182 <br />2114 <br />3600 <br />4481 <br />5315 <br />6264 <br />1102 <br />3412 <br />4982 <br />6412 <br />1941 <br />9416 <br />10818 <br />5'-8' l68') PRECAST <br />632 <br />1602 <br />1550 <br />2058 <br />2566 <br />3015 <br />3585 <br />185 <br />1153 <br />2162 <br />4014 <br />6412 <br />6516 <br />5814 <br />6539 <br />PRECAST <br />l35 <br />ll9 <br />1500 <br />1449 <br />1924 <br />2400 <br />2816 <br />3352 <br />1103 <br />2051 <br />Bell <br />6412 <br />6516 <br />5450 <br />e411 <br />6'-8' (80')PRECAST <br />822 <br />90l <br />1611 <br />2933 <br />2519, <br />3223 <br />3812 <br />4522 <br />90l <br />1611 <br />2933 <br />4100 <br />6130 <br />Sill <br />6101 <br />1'-6" l90')PRECAST <br />lei <br />1311 <br />2252 <br />1958 <br />2451 <br />2544 <br />3439 <br />665 <br />164 <br />M11 <br />2329 <br />3609 <br />5492 <br />6624 <br />5132 <br />9'-8' C116'J PRECAST <br />311 <br />420 <br />534 <br />1253 <br />1011 <br />1342 <br />1614 <br />ISS6 <br />535 <br />S20 <br />1491 <br />2119 <br />2618 <br />-15% <br />2615 <br />6' PRECAST W1 2' RECESS DOOR U-LINTELS <br />4M <br />uf=L IFT <br />LATERAL <br />TYPE <br />LENGTH I <br />e�6-IT <br />OW10-IT <br />eRF14-1T <br />OW18-IT <br />8Rr22-rf <br />SM6-IT <br />81' W-I <br />-2T <br />8RFI0-2T <br />OFF14-2T <br />91RFI8-2T <br />8RF22-2T <br />OW26-2 <br />30-1 <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4961 <br />5825 <br />932 <br />1244 <br />15M <br />2339 <br />3110 <br />4005 <br />4850 <br />5696 <br />932 <br />4'-6' (54') PRECAST <br />1192 <br />1507 <br />2311 <br />3121 <br />3931 <br />4156 <br />5517 <br />853 <br />1192 <br />1455 <br />2240 <br />3036 <br />3831 <br />4643 <br />5453 <br />853 <br />5'-8' C68')PRECAST <br />924 <br />1112 <br />1195 <br />2423 <br />3055 <br />3689 <br />4325 <br />5O7 <br />924 <br />1132 <br />I141 <br />2351 <br />2918 <br />3603 <br />4230 <br />501 <br />5'-10' C10') PRECAST <br />8%• <br />1138 <br />1142 <br />2352 <br />2965 <br />3581 <br />41W <br />469 <br />8% <br />1099 <br />1690 <br />2288 <br />289I <br />3491 <br />4106 <br />46125 <br />(o'-13' (50')PRECAST <br />118 <br />892 <br />1513 <br />2042 <br />2513 <br />3101 <br />3642 <br />1100 <br />118 <br />956 <br />1468 <br />1981 <br />2509 <br />3035 <br />3563 <br />8-- <br />1'-6' (90')PRECAST <br />688 <br />69l <br />1325 <br />1610 <br />2280 <br />2153 <br />3227 <br />110 <br />941 <br />688 <br />849 <br />1302 <br />1162 <br />2225 <br />26W <br />3151 <br />9'-8' C116'J PRECAST <br />533• <br />433 <br />808 <br />1123 <br />413 <br />1104 <br />1995 <br />614 <br />533 <br />521 <br />1009 <br />1369 <br />1128 <br />2088 <br />2450 <br />516 <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR <br />45 REBAR AT TOP <br />MIN. (1) REQ'D <br />I-1/2' CLEAR <br />TYPE DE51GNATION <br />Q <br />F - FILLED WITH GROUT / U - UNFILLED <br />_ <br />CM.U. <br />QUANTITY OF 05 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />'� <br />Z'.d <br />` <br />E <br />GROUT <br />1 <br />a 15/1T <br />- <br />z0 <br />Ir - <br />� <br />S REBAR AT BOTTOM <br />J <br />L <br />• • <br />OF LINTEL CAVITY <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />QUANTITY OF "5 <br />REBAR AT TOP <br />I 1-5/8-ACTUAL <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH <br />(VARIES) <br />5AFE LOAD TABLE 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 6' meet or exceed L/180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavlty. <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 lieu of concrete masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 316 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 6' nominal bearing. <br />2. NR • 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 "l 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 bg <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 R C N I T E C T 8 <br />6 <br />Design <br />GroUS1®r. . <br />141 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746076 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA M. 0003325 <br />W <br />4 <br />w <br />0 <br />a <br />h <br />O <br />F <br />e <br />0 <br />�i <br />C <br />SL18D21► at LOTt <br />SILVERADO <br />LOT 45 <br />BLK 6 <br />PROJSCT# <br />04128.000- 04561 <br />MODSis <br />4EBB <br />"1828-CALI" <br />GARAGE BlrnWGt <br />RIGHT <br />PAGIQt <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />ARCFITECT- <br />STATE OF FLORA <br />2 <br />DP TM 10/19/17 <br />SCAM: 1/4"=1'-0" <br />atmE'r <br />1B" 1 <br />