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5AFE LOAD T,45LE5 <br />FOR GRAVITY, UPLIFT 4 LATERAL LOAOS <br />8' PRECAST 4 PRESTRESSED U-LINTEL5 <br />G <br />RA V I TT' <br />h!7!7TY:PE <br />BUB <br />SFO�05 <br />OM-08 <br />0-16-08 <br />*20-0d�F24-01!bP25-01! <br />3F32-Ce <br />OFS-18 <br />OF12-tIB <br />OF*-15 <br />SF20-18 <br />OF24-11510F28-115 <br />OF32-15' <br />2'-10'(34') PRECAST <br />2302 <br />3166 <br />4413 <br />603S <br />1526 <br />SM4 <br />10412 <br />IlSi& <br />-31(16 <br />4413 <br />603S <br />1526 <br />S004 <br />10412 <br />IIS36 <br />3'-&' (42') PRECAST <br />2302 <br />3130 <br />3311 <br />4685 <br />(.001 <br />1315 <br />8630 <br />SS4I <br />3166 <br />4413 <br />6035 <br />IS26 <br />SM4 <br />10412 <br />IIW6 <br />4'-0'(4&') PRECAST <br />202S <br />2329, <br />2456 <br />346-1 <br />443a <br />5,410 <br />6384 <br />1358 <br />2646 <br />4413 <br />60315 <br />1526 <br />S004 <br />10412 <br />1IS36 <br />4'-ro'(54') PRECAST <br />ii8i <br />1513 <br />2651 <br />3403 <br />414S <br />4856 <br />5r.44 <br />21-10 <br />4021 <br />603S <br />1526 <br />S004 <br />0412 <br />J&rbb <br />5'-4' (6W)FIRECAST <br />lB4 <br />1223 <br />1301 <br />LOOS <br />2311 <br />282r. <br />33 36 <br />3846 <br />- i Wr,-5 <br />288a <br />505-1 <br />6OS& <br />5400. <br />6424 <br />14SO <br />PRECAST <br />c2i12 <br />1000 <br />105S <br />14-14 <br />IMS <br />2301_ <br />2121 <br />3131 <br />1451.1 <br />2464 <br />4144 <br />545-8 <br />4431 <br />S2W <br />6122 <br />PRECAST <br />331 <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3SII <br />4585 <br />1255 <br />2101 <br />33S& <br />5260 <br />1134 <br />8SW <br />68W <br />I'-(o' (W') PRECAST <br />liol <br />102-3 <br />I&IS <br />2355 <br />ISS4 <br />24313 <br />2886 <br />3333 <br />102S <br />1615 <br />2610 <br />383S <br />55S6 <br />663 <br />5041 <br />J'-4' (112') PRECA5T <br />513 <br />632 <br />10415 <br />146S <br />1210 <br />1482 <br />1154 <br />2021 <br />r ,.a <br />1212 <br />leis <br />2544 <br />341bS <br />4030 <br />3121 <br />PRECAST <br />45(o <br />462 <br />am <br />1125 <br />SIB <br />1122 <br />1328 <br />1535 <br />658 <br />1025 <br />ISW <br />2001 <br />2-1-14 <br />3130 <br />2404 <br />ll'-4' (13ro') PRECAST <br />445 <br />5W <br />IB35 <br />1365 <br />115,54 <br />23b5 <br />11W <br />2015 <br />5W <br />S35 <br />1365 <br />ISS4 <br />2441 <br />3155 <br />4044 <br />12'-0'(144') PRECAST <br />414 <br />545 <br />064 <br />1254 <br />1681 <br />2014 <br />15-10 <br />tale <br />555 <br />064 <br />1254 <br />16W <br />2211 <br />2832 <br />35W <br />13'- 4' (II&V) PRECAST <br />3ro2 <br />421 <br />126 <br />1028 <br />1331 <br />1635 <br />1224 <br />14LS <br />8' <br />485 <br />4; <br />W <br />101ro <br />1438 <br />1055 <br />2343 <br />270 <br />W-0*06W) PRECAST <br />3-35 <br />WI <br />646 <br />S15 <br />IIW <br />1462 <br />1001 <br />1260 <br />455 <br />-;rC- <br />1003 <br />133S <br />1114 <br />2153 <br />2666 <br />PRESTRESSED <br />N.R, <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />4" <br />165 <br />1310 <br />2045 <br />2610 <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 />6W <br />1250 <br />18&5 <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 />18" <br />2200 <br />2600 <br />IS'-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 />IBO <br />1050 <br />1400 <br />1120 <br />2030 <br />2I'-4'(25&')PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />183 <br />330 <br />61 <br />SSSO <br />1340 <br />r1w <br />1110 <br />22'-0'(2(v4')PRE5TRESSED <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />160 <br />300 <br />519, <br />S10 <br />1250 <br />660 <br />IS10 <br />24'-017288') PRESTRESSED <br />N.R, <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />240 <br />41: <br />1350 <br />1610 <br />MATERIAL5 <br />1. r,c precast lintels a 3500 Pei. <br />2. f'c prestressed lIntels - 6000 pal. <br />3. f'c grout - 3000 pal w/ maximum 3/8' aggregate. <br />4. Concrete masonry units (CMU) per ASTM CW w/ <br />minimum not area compressive strength - ISM psi. <br />5. Rebar provided in precast lintel per A5TM A&15 GR60, <br />Field rebar per ASTM 4615 GR40 or GR60. <br />rp, Prestressing strand per ASTM A419> oracle <br />2-10 low relaxation. <br />-1. -1/32 wire per ASTM A510. <br />8. Mortar per ASTM C210 type M or S. <br />5' PRECAST A PRESTRESSED J-LINTEL5 <br />UFIL <br />IFT <br />LAT L <br />*E <br />LENGT�r-�TY�F <br />OFS- 119FI2 <br />- IT <br />F16 - IT <br />O-ITF�4-rr <br />W28-IT <br />eF32-IT <br />Bus <br />ape <br />33FS-2 <br />'1-2T <br />16-2T <br />'0-2 <br />24-21 <br />W28-27 <br />SF32-2T <br />2'-10'(34') PRECAST <br />2121 <br />1. <br />4101 <br />5332 <br />loll <br />S055 <br />2021 <br />2021 <br />21121 <br />3228S <br />35811 <br />51W <br />4. <br />P4532 <br />1630 <br />W51 <br />3'-ro' (42') PRECAST <br />2165 <br />3260 <br />4231 <br />, IS <br />52IS <br />6204 <br />IIW <br />1251 <br />1251 <br />2165 <br />2215 <br />314.5 <br />4125 <br />5051 <br />6061 <br />1036 <br />4'-0'(48') PRECAST <br />1810 <br />ISSS <br />2032 <br />36W <br />5301 <br />6245 '12136 <br />1 <br />1818 <br />IS25 <br />21BO <br />3583 <br />4422 <br />5264 <br />6110 <br />4'-(2' (54') PRECAST <br />1660 <br />1162 <br />2501 <br />3251 <br />4010 <br />4161 <br />592 <br />'121 <br />127 <br />1660 <br />IICS <br />2435 <br />3111 <br />3513 <br />465S <br />5406 <br />5'-4* (&4*) PRECAST <br />13-. <br />1484 <br />2110 <br />2141 <br />3315 <br />4010 <br />4648 <br />1 505 <br />505 <br />13W <br />1431 <br />2050 <br />2610 <br />32W <br />3S20 <br />4549 <br />PRECAST <br />1212- <br />1351 <br />1530 <br />2505 <br />3084 <br />3665 <br />4241 <br />418 <br />418 <br />1212TI315 <br />1815 <br />2441 <br />13010 <br />3583 <br />451 <br />PRECAST <br />1141- <br />1200 <br />1133 <br />2250 <br />1216S <br />3290 <br />3ST2 <br />101 <br />Bel <br />1141 <br />1182 <br />1604 <br />21S2 <br />12103 <br />3216 <br />3132 <br />l'-(o' (W')PRECAST <br />s5s. <br />1415 <br />ISI4 <br />23S4 <br />2ISI <br />3240 <br />SW <br />102S <br />146e, <br />IWI <br />2351 <br />21SI <br />3245 <br />V-4' (112') PRECAST <br />Wt. <br />6r2 <br />Wo <br />126S <br />15,60 <br />1852 <br />2144 <br />454 <br />630 <br />SIDI <br />155 <br />IIS2 <br />1550 <br />ISIO <br />2211 <br />2634 <br />I0'-&'(I2rb') PRECAST <br />458 <br />IS3 <br />1021 <br />12-ral <br />1456 <br />1131 <br />4W <br />_2L&- <br />116 <br />611 <br />10315 <br />138% <br />fill <br />2034 <br />2358 <br />3e& <br />ll'-4' (13W) PRECAST <br />666- <br />43-B <br />&S& <br />OSS <br />1104 <br />1305 <br />1515 <br />363 <br />556 <br />666 <br />535 <br />W5 <br />1255 <br />15S5 <br />ISS& <br />21W <br />12'-0'(144') PRECAST <br />601- <br />400 <br />631 <br />516 <br />IM1 <br />1186 <br />13 <br />340 <br />41B4 <br />631 <br />486 <br />818 <br />120S <br />1514 <br />1-ISS <br />2006 <br />i3'-4'(*0')PRECAST <br />5W- <br />340 <br />532 <br />686 <br />b4l <br />"1 <br />1153 <br />302 <br />3W <br />;1-3- <br />4M <br />682 <br />1004 <br />1361 <br />1631 <br />, <br />Iasi <br />14'-0'(Iro5') PRECAST <br />458- <br />316 <br />4SB <br />635 <br />118 <br />522 <br />1065 <br />28ro <br />360 <br />548 <br />318 <br />62S <br />S22 <br />1254 <br />1561 <br />1816 <br />14' PRESTRESSED <br />312 <br />1 L55 <br />4" <br />5SI <br />124 <br />S51 <br />SW <br />N.R. <br />351 <br />243 <br />52 <br />5S2 <br />852 <br />156 <br />14SI <br />1142 <br />I5'-4'(le64') PRESTRESSED <br />220 <br />2-16 <br />430. <br />5S3 <br />rii <br />wi <br />IWN25 <br />N.R. <br />32-1 <br />228 <br />32S <br />S42 <br />1431 <br />1012 <br />1301 <br />If.-Ir. <br />1'1'-4' (20W)PRESTRESSED <br />IM <br />236 <br />361 <br />464 <br />6 1 <br />B&I <br />B <br />610 <br />114 <br />N.R. <br />12551 <br />IW <br />21C. <br />445 <br />64S <br />-1 4 <br />8-14 <br />a <br />1121 <br />LIE104 <br />_S <br />DOS <br />IS'-4* (232') PRIESTRE-65E <br />165 <br />201 <br />-23S <br />313 <br />- <br />401 <br />--- <br />4W <br />510 <br />(.61 <br />N.P- <br />204 <br />7&5- <br />383 <br />550 <br />'136 <br />S40 <br />,o <br />21'-4' (25CV)PRESTRESSED <br />145 <br />186 <br />2-18 <br />356 <br />43311 <br />512 <br />5130 <br />N.R. <br />1-12 <br />142 <br />2t2 <br />336 <br />411 <br />n <br />635 <br />Wl <br />_ <br />22'-0'(2&4')PRESTRESSED <br />140 <br />180 <br />268 <br />343 <br />416 <br />4153 <br />B&S <br />N.R. <br />1(21 <br />131 <br />205 <br />322 <br />451 <br />. 1 <br />601 <br />111 <br />_, <br />S41 <br />24'-0'(288') PRESTRESSED <br />121 <br />*5 <br />244 <br />312 <br />3eV <br />44-7 <br />51 <br />N.R. <br />135 <br />124 <br />196 <br />2W <br />408 <br />538 <br />6. W <br />GENERAL NOTES <br />-REDUCE VALUE BY 2" FOR C.RADE 40 FIELD REBAIR <br />a' FIRECA5T W1 2' RECESS DOOR U-LINTELS <br />G RA V I <br />TT' <br />TYPE <br />1 ENGTH <br />-0e <br />DWIC-06 <br />ORF14- <br />18-09 <br />OW22-F-26-00 <br />DPW30-013� <br />DW6-ft <br />810IF&C-115 <br />OWW-115 <br />DINIFLO-15 <br />OW22-15 <br />OW26-16 <br />81030-M <br />4'-4' (52') PRECAST <br />WDS <br />ISSI <br />1621 <br />3053 <br />3412 <br />2S82 <br />4S82 <br />3S54 <br />6412 <br />4WS <br />1%41 <br />5504 <br />6880 <br />Cole <br />4'-g>' (54') PRECAST <br />i3sl <br />144S <br />2182 <br />2114 <br />3600 <br />4481 <br />_S416 <br />5315 <br />6264 <br />1102 <br />3412 <br />4SI32 <br />6412 <br />19,41 <br />S416 <br />VOID <br />5'-&' (rW) PRECAST <br />S32 <br />"2 <br />15,50 <br />2056 <br />2566 <br />3015 <br />31385 <br />185 <br />1153 <br />2162 <br />4014 <br />6412 <br />65* <br />5814 <br />68313 <br />PRECAST <br />-135 <br />lie <br />1500 <br />144t <br />IS24 <br />2400 <br />2816 <br />3352 <br />103 <br />2051 <br />3811 <br />6412 <br />651k. <br />5450 <br />6411 <br />6'-8' (80')PRECAST <br />822 <br />Sel <br />1611 <br />2533 <br />2516 <br />3223 <br />3812 <br />1 4522 <br />WI <br />1611 <br />21333 <br />4100 <br />6130 <br />arm <br />'1'-(o* (W')PRECAST <br />-161 <br />1311 <br />2252 <br />Isso <br />2451 <br />2S" <br />343S <br />665 <br />164 <br />360S <br />54W <br />�24 <br />5132 <br />(11W) PRECAST <br />311 <br />420 <br />1 834 <br />1253 <br />loll <br />1342 <br />1614 <br />086 <br />535 <br />1 WO <br />14SI <br />1 211S <br />2611a <br />35S5 <br />2915 <br />6' PRECAST W1 2' RECESS DOOR U-LINTELS <br />Uf=L IFT <br />L ATERAL <br />T�4 TypE� <br />IT <br />SIRFIV-17 <br />8WPI4-ITj8WI8-TTIWM2-17 <br />sfr2b-tl, <br />mww-rt <br />6W*:LT <br />SWIO-2T <br />SWIA-2T <br />DWIS-2-r <br />SM22-2T <br />8IW2&-2! <br />OW30-21 <br />4'-4' (52') PRECAST <br />1244 <br />1513 <br />2413 <br />3260 <br />4112 <br />4S61 <br />5S25 <br />S32 <br />S32 <br />72- <br />44 <br />15IS <br />2335 <br />3110 <br />4008 <br />4850 <br />=56 <br />4'-(,' (54') PRECAST <br />IIS2 <br />1501 <br />2311 <br />3ul <br />3S31 <br />4156 <br />5511 <br />853 <br />IIS2 <br />1455 <br />- <br />2240 <br />3036 <br />3831 <br />4643 <br />5453 <br />853 <br />5'-8' (66')PRECA15T <br />S24a <br />1112 <br />11% <br />2423 <br />3055 <br />368S <br />4325 <br />S24 <br />1132 <br />1141 <br />2351 <br />2JI8 <br />36 F3 <br />-42 40 <br />E,'- 10' (10') PRECAST <br />81W <br />1138 <br />1142 <br />2352 <br />2%65 <br />3581 <br />41SS <br />W <br />4r.S <br />at& <br />1013S <br />1650 <br />2288 <br />2851 <br />34S1 <br />46S <br />rb'-8' (80')PRECAST <br />'Ile <br />W2 <br />1513 <br />2042 <br />2513 <br />310-1 <br />3642 <br />1 830 <br />1100 <br />-lie <br />S5,& <br />1468 <br />1581 <br />250S <br />3035 <br />K4106 <br />3563 <br />-V-6' (W') PRECAST <br />&W <br />(051 <br />1325 <br />1810 <br />2280 <br />2153 <br />3221 <br />110 <br />-341 <br />04S <br />1302 <br />1162 <br />2225 <br />26W <br />351 <br />5'-a' (11(o') PREC45T <br />5a3- <br />-7-33-1 <br />we <br />1 <br />3 <br />1190>4 <br />,�c. <br />ISS5 <br />r;.33 <br />521 <br />1 ;001S <br />13,16-:5 <br />1 1-12A <br />20W <br />2450 <br />-REDUCE VALUE BY 15% FOR CiRADE 40 FIELD REBAR <br />-S REBAR AT TOP <br />MIN , (1) REQ'D <br />1-1/2- CLEAR <br />TYPE <br />PE61GNATION <br />F - FILLED LUITW C.ROUT / U - LNFILLED <br />4 <br />Z <br />1-U <br />ME <br />C.M.U. <br />QUANTITY OF S REBAR AT <br />50TTOM OF LINTEL CAVITY <br />z <br />z <br />-GROUT <br />L <br />-S <br />REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />NOMINAL UJIDTW-j <br />NOMINAL WEIGI-IT-1 <br />QUANTITY' Or S <br />REI5AR AT TOP <br />.1-5/6'ACTUAL <br />50TTOM REINFORCING <br />PROVIDED IN LINTEL <br />WNOMINAL WIDTH <br />(VARIES) <br />5AFE LOA[) T,45LE NOTE5 <br />1. Provide full mortar head and bad joint&. <br />2. Shore filled lintels as recIulred. <br />3. Installation of lintel must Comply with the architectural and/or structural drawinga. <br />4. Lintels are manufactured with 5-1/2' Iong notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. Ali lintels meet or exceed L136,0 vertical deflection, except lintels 1'1'-4' and <br />longer with a nominal height of 8' meet or exceed 1-1180. <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 />B. Cast -In -place concrete may be provided In composite lintel in lieu of concrete masonry units. <br />S. Safe load ratings based on rational design analysis per ACI 318 and Ar-I 530 <br />1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled <br />lint&16 must be reduced by 20% if bearing length is less than 6-112'. <br />Safe load& 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 oracle 40 or grade 60 field rebar. <br />5. Additional lateral load capacity can be obtained by the designer by providing <br />addlonall reinforced masorry above the precast lintel. <br />6. One 07 rebar may be substituted for two 05 rebars In 8' lintals orflq. <br />I� The designer may evaluate conc-entrated loads from the safe load tables by <br />calculating the maximum resisting moment and shear at cl-awaq from the race of support. <br />8. For composite linte hell Ints not shown, use safe load from next lower height. <br />S. All safe loads in un�ts oy pounds per linear foot. <br />A R C N I T I C T 8-1 <br />G r ZNsIgn <br />OUSPO-. . <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, Fl. 32750 <br />PH: 407-774-6078 <br />www.abdesIgngroup.cDfn <br />AA C 0003325 <br />F-SUNDIV. & X,020 <br />SILVERADO <br />LOT 30 <br />BLK 6 <br />raoino" <br />04128.000-03061 <br />IMI"M <br />4EHB <br />"2605-HAYDEN" <br />GARAGN 11111111FING: <br />RIGHT <br />PAGW <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />Irk- le <br />F-PAMT 11/09 <br />DAM 11/0 /17 <br />8CAXAft 1/4"=f-O" <br />1B.1 <br />