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5AFE LOAD TAFLE5 <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />5' PREC,45T 4 PRE5TRE55ED U-1-INTELS <br />GfRAVIT�' <br />TYPE <br />LENGTH <br />8IJ8 1 <br />OFS-05 <br />OF12-05 <br />OF16-OE <br />3NO-00 <br />�F24-0e <br />W-25-Ce <br />3P32-J <br />OF8.1510F12-115 <br />OF19-15 <br />OF20-115 <br />OF24-IB <br />8F28-11B <br />OF32-15 <br />2'-10'(34') PRECAST <br />1 <br />23021 <br />3166 <br />4413 <br />6031B <br />1526 <br />W04 <br />10412 <br />IIS36 <br />3166 <br />44-13 <br />603S <br />1526 <br />W04 <br />10412 <br />IIS36 <br />3'-ro' (42') PRECAST <br />2302 <br />3138 <br />3311 <br />46ft <br />6001 <br />1315 <br />8630 <br />"41 <br />[ 311686 <br />4413 <br />6,03'3 <br />1526 <br />W04 <br />10412 <br />IIS36 <br />4'-0' (48') PRECAST <br />202S <br />2325 <br />24S6 <br />346-1 <br />4436 <br />5410 <br />63a4 <br />1359 <br />-2646 <br />4413 <br />603-3 <br />1526 <br />S004 <br />10412 <br />111336 <br />4'-ro' (54') PRECAST <br />1&51 <br />Mai <br />IS13 <br />2651 <br />3403 <br />4145 <br />48% <br />15644 <br />2110 <br />4021 <br />603t <br />1526 <br />5004 <br />10412 <br />S668 <br />E,'-4' (64') PRECAST <br />1184 <br />1223 <br />1301 <br />ISM <br />2311 <br />2826 <br />3336 <br />3046 <br />1665 <br />265S <br />SCSI <br />r.C--* <br />540; <br />6424 <br />1450 <br />PRECAST <br />S12 <br />1000 <br />105cJ <br />1414 <br />ISBJ <br />2304 <br />2121 <br />3131 <br />145e <br />2464 <br />4144 <br />5458 <br />4431 <br />52W <br />6122 <br />PRECAST <br />i255 <br />2101 <br />3263 <br />214f. <br />335S <br />3911 <br />4585 <br />1255 <br />2101 <br />33S& <br />52&V <br />1134 <br />SSW <br />&SW <br />71'-ro' (IBO') PRECAST <br />16-1 <br />102-3 <br />1615 <br />2380 <br />I'3J4-- <br />243% <br />2966 <br />3333 <br />1021b <br />1615 <br />2610 <br />--383--J <br />55,46 <br />6613 <br />5041 <br />V-4' (112') PRECAST <br />51.3 <br />632 <br />104S <br />14611 <br />1210 <br />1482 <br />1154 <br />2021 <br />166 <br />1212 <br />1816 <br />2544 <br />346'5 <br />4030 <br />3121 <br />10'-o'(12ro') PRECAST <br />45ro <br />802 <br />1125 <br />155 <br />1122 <br />1326 <br />1535 <br />658 <br />1025 <br />1514 <br />20al <br />2114 <br />3130 <br />2404 <br />ll'-4' (13W) PRECAST <br />445 <br />5W <br />1535 <br />1365 <br />1654 <br />23" <br />IlcJ3 <br />2015 <br />K462 <br />5W <br />S35 <br />1365 <br />1864 <br />2441 <br />3155 <br />4044 <br />12'-0'(144') PRECAST <br />414 <br />545 <br />864 <br />1254 <br />Ir.S15 <br />2014 <br />1510 <br />1816 <br />S, <br />555 <br />a64 <br />1254 <br />I(PS3 <br />2211 <br />2832 <br />35W <br />13'- 4' (160') PRECAST <br />362 <br />421 <br />12ro <br />1020 <br />1331 <br />1635 <br />1224 <br />1418 <br />485 <br />148 <br />1016 <br />1438 <br />1655 <br />2343 <br />21320 <br />14'-0*(Iro5') PRECAST <br />335 <br />381 <br />648 <br />e113 <br />IIW <br />1462 <br />1081 <br />1260 <br />455 <br />100 <br />1003 <br />1335 <br />1114 <br />2153 <br />2666 <br />PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />465 <br />165 <br />1370 <br />2045 <br />2610 <br />3165 <br />3165 <br />PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />420 <br />&W <br />1250 <br />le55 <br />2310 <br />29SO <br />3410 <br />ll'-4'(20>6')PRESTRE5SEr <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />MR <br />310 <br />530 <br />c35O <br />1400 <br />IWO <br />2200 <br />2600 <br />15'-4'(232') PRESTRESSED <br />N,R, <br />MR <br />MR <br />NR <br />MR <br />MR <br />MR <br />MR <br />240 <br />400 <br />150 <br />IOW <br />1400 <br />1120 <br />2030 <br />21'-4' (2�76') PRESTRESSED <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />NR <br />NR <br />183 <br />330 <br />610 <br />%40 <br />1340 <br />17M <br />2110 <br />22'-0'(264')PRE6TRE55EDj <br />NR. <br />MR <br />NR <br />MR <br />NR <br />1 It&Ro- <br />;N;R; <br />510 <br />910 <br />_,_NR <br />1250 <br />24'-O�288') PRESTRESSE <br />N.R. <br />MR <br />MR <br />MR <br />MR <br />MR <br />MIR <br />MR <br />130 <br />240 <br />410 <br />1 120 <br />1030 <br />1350 <br />fr. 10 <br />MATERIAL5 <br />1, F'r- precast lintels . 3500 Pot. <br />2� F'c prestressed lintels - 6000 psi. <br />3. F'c grout - 3000 psi w/ maximum 3/9' aggregate. <br />4. Concrete masonrV units (CMU) per ASTM CW wl <br />11 infmum net area compressive atrerQth;,,lwo Pot. <br />5, Rebar provided in precast lintel per TIM AWE, GIR&O. <br />Field reloar per A5TM A615 GR40 or GIR&O. <br />(0. Prestressing strand per A6TM A416 grade <br />270 low relaxation. <br />1� 1/32 wire per ASTM A5,10- <br />5. Mortar per ASTM C210 t�pe M or S. <br />5' PRECA5T 4 FRE5TRE55ED U-LINTEL5 <br />UFL <br />FT <br />LATERAL <br />TYPE <br />LENGTH <br />9-ITjeFI2-IT <br />16-IT <br />20-1 <br />24-IT <br />3F20-IT <br />SF32-IT <br />9U8 <br />OF8 <br />9-2 <br />12-2T <br />116 -2T <br />20-27 <br />3F24-21 <br />5F28-27 <br />SF32 -27 <br />2'-10'(34') PRECAST <br />2127 <br />2818 <br />.4101 <br />5332 <br />6565 <br />1611 <br />W55 <br />-1 <br />2021 <br />2021 <br />2121 <br />2154 <br />3SBI <br />51W <br />6401 <br />1630 '-g;; <br />3'-ro' (42') PRECAST <br />216D <br />229e <br />3260 <br />'4231 <br />521-4 <br />6204 <br />1IS2 <br />1151 <br />2165 <br />2215 <br />3165 <br />'4125 <br />DOSI <br />6061, <br />703-6, <br />1251 <br />4'-V(45') PRECAST <br />1816 <br />IW-3 <br />'2832 <br />36M <br />4!532 <br />5361 <br />6245 <br />We <br />12138 <br />Isla <br />11325 <br />2150 <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-eo' (54'� PRECAST <br />1660 <br />1162 <br />2501 <br />3251 <br />4010 <br />4161 <br />5525 <br />72-1 <br />1 <br />121 <br />1 <br />1660 <br />119* <br />2435 <br />3111 <br />31513 <br />4658 <br />5406 <br />5'-4- (64')PRECAST <br />13S3- <br />1484 <br />2110 <br />2141 <br />33-5 <br />4010 <br />4CP49 <br />505 <br />505 <br />13S3 <br />1431 <br />2050 <br />2rolO <br />3213 <br />3S20 <br />- 75 4-1 <br />PRECAST <br />1212- <br />13_ 1 <br />_ IcJ30 <br />2505 <br />3004 <br />42 <br />418 <br />418 <br />1272 <br />1315 <br />1915 <br />2441 <br />-VIO <br />3563 <br />41;1' <br />ro'-ro'(7W) PRECAST <br />1141- <br />1200 <br />1133 <br />2250 <br />216's <br />132,30 <br />3812 <br />— <br />101 <br />55-1 <br />1141 <br />1162 <br />1694 <br />21-32 <br />2103 <br />1 3216 <br />3132 <br />(W') PRECAST <br />9-5j- <br />S12-- <br />1415 <br />11314 <br />2354 <br />1 21'Bl <br />3240 <br />651 <br />SW <br />1025 <br />1466 <br />IWI <br />2351 <br />2lSl <br />3 74-1 <br />5.51 <br />13'-4* (112') PRECAST <br />801- <br />612 <br />WO <br />126'5 <br />1560 <br />1952 <br />2144 <br />454 <br />6,30 <br />WI <br />155 <br />IM2 <br />1550 <br />ISO <br />2211 <br />[2634 <br />I0'-W(12ro') PRECAST <br />116- <br />4W <br />1153 <br />1021 <br />1261 <br />14S& <br />1131 <br />4133 <br />ilrb <br />Wl <br />1031B <br />136S <br />1-111 <br />2034 <br />73D-8 <br />-1136 <br />ll'-4' (13ro') PRECAST <br />666- <br />4391 <br />61br. <br />ftS <br />1104 <br />130S <br />1515 <br />3'&3 <br />666 <br />535, <br />SOD <br />12SB <br />Isw <br />IOS6 <br />12'-0'(144') PRECAST <br />601- <br />400 <br />631 <br />816 <br />1001 <br />1186 <br />13-12 <br />1 <br />134014154 <br />631 <br />466 <br />ale <br />12M <br />1514 <br />-ISS <br />200& <br />13'- 4' (Iro 0') PRECAST <br />500- <br />340 <br />532 <br />686 <br />841 <br />9sl <br />1153 <br />302 <br />3155 <br />15513 <br />409 <br />692 <br />1004 <br />1361 <br />16,31 <br />feel <br />14'-0'(Iroa') PRECAST <br />458- <br />316 <br />4S3 <br />635 <br />115 <br />S22 <br />1065 <br />256 <br />360 <br />546 <br />316 <br />6215 <br />1522 <br />1254 <br />1561 <br />lairb <br />14'-VOlro') PRESTRESSED <br />243 <br />2W <br />45% <br />Val <br />'724 <br />551 <br />SW <br />243 <br />352 <br />582 <br />552 <br />1156 <br />14111 <br />1142 <br />I5'-4'(lS4') PRESTRESSED <br />229 <br />219 <br />430 <br />553 <br />611 <br />1 WI <br />S25 <br />N.R� <br />321 <br />228 <br />3215 <br />D42 <br />TBI <br />10-12 <br />1361 <br />1616 <br />ll'-4' (208')FIRESTRE55EC) <br />168 <br />236 <br />1 361 <br />464 <br />561 <br />610 <br />1-14 <br />N.R- <br />255 <br />190 <br />216 <br />44-j <br />64S <br />614 <br />1121 <br />1385 <br />IV-4' (2329 PRESTRESSED <br />165 <br />20-1 <br />313 <br />401 <br />4W <br />516 <br />661 <br />N-R- <br />204 <br />165 <br />73S <br />383 <br />550 <br />136 <br />S40 <br />11&0 <br />21'-4- (2569PRE5TRE55ED <br />145 <br />186 <br />218 <br />356 <br />433 <br />512 <br />550 <br />N.R. <br />11 2 <br />142 <br />212 <br />3-16 <br />411 <br />635 <br />801 <br />15S3 <br />22'-O'(2649PRESTRMESSED <br />W� <br />ISO <br />268 <br />343 <br />418 <br />4S3 <br />566 <br />131 <br />205 <br />322 <br />451 <br />601 <br />ill <br />S41 <br />24'-VY2W') F'RE5TRE5SEr,:> <br />121 <br />165 <br />244 <br />312 <br />390 <br />441 <br />515 <br />124 <br />186 <br />2W <br />408, <br />1 53S <br />680 <br />833 <br />GENEfRAL NOTE5 <br />-REDUCE VALUE 5Y 25% FOR GRADE 40 FIEI-D RE5AR <br />6- PRECAST W1 2- RECE55 DOOR U-LINTEL6 <br />GRAVIT�' <br />TYPE <br />LENGTH <br />SSUG <br />MF-6-00 <br />SWW-051OW14-00 <br />OWIO-00 <br />81W22-0e <br />8W26-0Cj8W3V-dM <br />OFRF&-ID <br />SWIC-15 <br />SW14-15 <br />ORF10-15 <br />OW22-15 <br />OM6-101 <br />OMM-15' <br />4'-4" �52') PRECAST <br />Wee <br />55! <br />1021 <br />3053 <br />3412 <br />2W2 <br />4W2 <br />31354 <br />6412 <br />4WS <br />14541 <br />5W4 <br />e4lb <br />6SW <br />10819 <br />4'-ro' (54') PRECAST <br />i3sl <br />144S <br />2192 <br />2114 <br />39,00 <br />4481 <br />E'315 <br />6264 <br />—I <br />.,,,2 <br />3412 <br />4M <br />6412 <br />-IS41 <br />S41. <br />10618 <br />5'-5" (659PRECAST <br />532 <br />1602 <br />15W <br />2056 <br />2566 <br />3011, <br />3585 <br />185 <br />r I 1 —53 <br />2162 <br />4014 <br />6412 <br />6516 <br />D514 <br />653S <br />5'- PRECAST <br />135 <br />iis <br />1500 <br />1441B <br />IS24 <br />2400 <br />2916 <br />3352 <br />1103 <br />2051 <br />3511 <br />6412 <br />6516 <br />54DO <br />6411 <br />ro'-8' (80')PRECAST <br />522 <br />Wl <br />1611 <br />21533 <br />2516 <br />3223 <br />38-12 <br />4522 <br />Wl <br />1611 <br />21J33 <br />4100 <br />6130 <br />0111 <br />(0101 <br />I'-ro' (90')PRECAST <br />1&1 <br />1317 <br />2252 <br />two <br />2461 <br />21a44 <br />3 j <br />665 <br />164 <br />1311 <br />232S <br />360S <br />S2 <br />6624 <br />a43 <br />5132 <br />Ti'-V (Ilro') PRECAST <br />. 311 <br />420 <br />834 <br />12F,3 <br />1011 <br />1342 <br />1614 <br />1006 <br />r 53-5 <br />S29 <br />14SI <br />21113 <br />2618 <br />3555 <br />2615 <br />2 <br />0' FRECA5T W1 2' RECE59 DOOR U-LINTELS <br />UFL I <br />'F-T <br />LATERALI <br />LENGTH TYPE <br />WF6mrr <br />8RFkV-IT <br />8W94-JTjwwis-rr <br />8M2-ITj8W2*-1T8WW-IT <br />BFW-6-2T <br />8WIC-2T <br />SFIF114m2T <br />SWID-2T <br />SFIF22-2T <br />SFF26-2T <br />OW30-21 <br />8R.* <br />4'-4' (52') PRECAST <br />1244 <br />ir'13 <br />2413 <br />3260 <br />4112 <br />4Srol <br />5a25 <br />32 <br />S32 <br />1244 <br />ISM <br />233S <br />3110 <br />4008 <br />. <br />4850 <br />56'36 <br />1332 <br />4'-(o' (54') PRECAST <br />IIS2 <br />1501 <br />2311 <br />3121 <br />3S31 <br />4156 <br />"ll <br />3 <br />853 <br />11132 <br />1455 <br />2240 <br />3036 <br />3831 <br />4643 <br />54;3 <br />$53 <br />(OW)PRECAST <br />S24- <br />1112 <br />IIS5 <br />2423 <br />3005 <br />-168t <br />4325 <br />Sol <br />W4 <br />1132 <br />1141 <br />2351 <br />21315 <br />1 39,03 <br />72-30 <br />501 <br />5'-10'(709 PRECAST <br />856. <br />1138 <br />1142 <br />2352 <br />2Z&5 <br />3591 <br />41W <br />4roe <br />=, <br />OeS <br />19,W <br />22W <br />28111 <br />34'31 <br />4106 <br />4ibs <br />(50')PRECAST <br />lie <br />e82 <br />1513 <br />2042 <br />25-13 <br />3107 <br />3642 <br />1100 <br />-7— <br />70 <br />IaS& <br />1460 <br />IWI <br />250S <br />3035 <br />-;;—, <br />'3 <br />530 <br />(W')PRECA5"F <br />&BS <br />6-ji <br />1325 <br />1810 <br />22W <br />2153 <br />3221 <br />110 <br />S41 <br />&8e <br />9413 <br />1302 <br />1162 <br />2225 <br />-- <br />26W <br />V-S' (11W) PIRECAET <br />533- <br />433 <br />We <br />1 1123 <br />1413 <br />1104 <br />1 IS%5 <br />533 <br />521 <br />100S <br />7_ <br />I ' <br />1 1128 <br />1 2088 <br />1 2450 <br />TYf=E 1�>E616zNATION <br />-REDUCE VALUE 15Y 15% FOR CBRADE 40 FIELD RE15AR <br />3: <br />LU <br />F - FILLED UJITI-I CiROUT / U - UNFILLED QX IS <br />4, a <br />QUANTITY OF 'D REBAR AT < <br />50TTOM OF LINTEL CAVITY <br />z <br />OF 1 15 /IT <br />NOMINAL WIDTW-j L QUANTITY Or $!5 <br />NOMINAL WEIGWT-J RE5AR AT TOP <br />5' MOM <br />5AFE LOAC) TABLE NOTE5 <br />1. Provide full mortar head and bed joint&. <br />2. Shore filled lintels as required. <br />3. Installation of lintel must compl� with the architectural and/or structural drawings, <br />4. I-Intals are manufactured with 5-1/21 long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All linte is meet or exceed L/360 vertical deflection, except lintel$ 17-4' and <br />longer with a nominal height of 5' most or exceed LIIW. <br />ro. Bottom Field added rebar to be located at the bottom of the lintel cavlt�. <br />1� 1/32' diameter wire stirrups are welded to the Ivottom steel for mechanical anchorage. <br />8. Cast -in -place concrete ma� be provided in composite lintel in lieu of concrete mason units, <br />J. Sal's load ratings based on rational design arial9sis per ACI 31a and ACI 530 <br />RE5AR AT TOP <br />MIN, (1) REQ'r> <br />1-1/2' CLEAR <br />5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />/8'ACTUAL BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />INAL WIDTH (VARIES) <br />1. All values based on minimum 4' bearing. Exception: SaFe loads For unfilled <br />lintels must be reduced lo� 20% if bearing length Is less than ro-112', <br />Safe loads For all recessed lintels based on V 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 grace 40 or grade 60 Field rebar. <br />5. Additional lateral load capacft� can be obtained lo� the designer bv providing <br />addlonal reinforced m4sonr� above the precast lintel. <br />ro. One 4`1 rebar ma� be substituted for two 05 rebars in 8' lintels onlU. <br />1 The designer ma� evaluate concentrated loads From the sals load tables b� <br />calculating the maximum resisting moment and shear at d-awag From the face of support. <br />a. For composite lintel heights not shown, use safe load from next lower height. <br />S, All safe loads in units of pounds per linear Foot. <br />A R C N I T E C T 3-1 <br />6 <br />GaDesolgn <br />roupi.c. <br />WIN - RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdesignill <br />AA #: 0003326 <br />rq <br />e8MDM &. 1,0'rO <br />SILVERADO <br />LOT 26 <br />LOT 6 <br />IPROJMT# <br />04128.000-02661 <br />MOD111111111, <br />4EHB <br />"2605-HAYDEN" <br />GAPLAGZ SWUM* <br />RIGHT <br />]PACIIIIIII! <br />SAFE LOAD <br />TABLES <br />150 MPH EXP B <br />I <br />f p <br />DAIM 11/08/17 <br />BCAXM 1/4"=I'-O" <br />111111*01W <br />T--) <br />