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&AFE LOAD T,45LE& <br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS <br />5' PRECAST 4 PRESTRESSED U-LINTELS <br />4~111`4^4" <br />GfRAVIT�' <br />LENGTH TYPE <br />au 13 <br />OF$-015 <br />OF12-015 <br />SF24- <br />20-Ce <br />�F 05 <br />�2 <br />2'-10*(34') PRECAST <br />2302 <br />Nero <br />4413 <br />6031b <br />-52r, <br />W04 1 <br />10412 <br />IIW( . <br />3161b <br />4413 <br />603S <br />7526 <br />W04 <br />10412 <br />IIW& <br />V-ro' (42') PRECAST <br />2302 <br />3138 <br />3311 <br />465S <br />6001 <br />1315 <br />8630 <br />B941 <br />3166 <br />44-13 <br />603-3 <br />1526 <br />W04 <br />10412 <br />IIS36 <br />4'-0'(48') PRECAST <br />202e <br />2325 <br />2496 <br />34&1 <br />4438 <br />S410 <br />&364 <br />1350 <br />2646 <br />4413 <br />6031 <br />1526 <br />S004 <br />10412 <br />IIS3& <br />4'-(P' (54') PRECAST <br />jr051 <br />Mei <br />IS13 <br />2&51 <br />3403 <br />4149 <br />481B& <br />5644 <br />2110 <br />402-1 <br />e03S <br />1526 <br />W04 <br />10412 <br />9&eS <br />5'-4' (ro4') PRECAST <br />1184 <br />122.3 <br />1301 <br />180� <br />2311 <br />2829, <br />3336 <br />384& <br />1665 <br />2158S <br />5051 <br />&CS6154co <br />e424 <br />1450 <br />51-101('101) PRECAST <br />12`11 <br />1000 <br />105S <br />1414 <br />fee% <br />1 2304 <br />2121 <br />3131 <br />145121 <br />2464 <br />4144 <br />5458 <br />4431 <br />52W <br />6122 <br />PRECAST <br />1331 <br />1255 <br />2101 <br />3263 <br />2146 <br />3358 <br />3911 <br />4565 <br />1255 <br />2101 <br />33S& <br />52&0 <br />1134 <br />89W <br />&SW <br />I'-ro' 0W)PRECAST <br />16-1 <br />102B <br />1615 <br />2385 <br />1-594 <br />243-J <br />2886 <br />3333 <br />102S <br />1615 <br />29,10 <br />353S <br />55S& <br />&613 <br />5041 <br />12l'-4' (112') PRECAST <br />513 <br />632 <br />104B <br />14&ca <br />1210 <br />1482 <br />1154 <br />2021 <br />lee <br />1212 <br />tale <br />2544 <br />346-3 <br />4030 <br />3121 <br />I0'-ro'(12&") PRECAST <br />4SIo <br />462 <br />W2 <br />1125 <br />515 <br />1122 <br />1328 <br />1535 <br />I &r <br />,a <br />1025 <br />1514 <br />2081 <br />21-14 <br />3130 <br />2404 <br />11'-4' (13ro') PRECAST <br />445 <br />5W <br />t35 <br />1365 <br />1864 <br />2355 <br />11133 <br />2015 <br />5W <br />935 <br />1365 <br />1854 <br />2441 <br />3155 <br />4044 <br />12'-0'(144') PRECAST <br />414 <br />545 <br />a&4 <br />1254 <br />IeDS <br />2014 <br />1510 <br />lots <br />555 <br />8&4 <br />1254 <br />1653 <br />2211 <br />2632 <br />35'30 <br />13'-4'(1&0') PRECAST <br />3&2 <br />421 <br />-126 <br />1028 <br />1331 <br />1&35 <br />1224 <br />1415 <br />4W <br />'148 <br />101r, <br />143& <br />1885 <br />2343 <br />2S20 <br />14'-0'(lrva') PRECAST <br />338 <br />361 <br />645 <br />5IS <br />11W <br />1,462 <br />100-1 <br />12&0 <br />455 <br />-too <br />1003 <br />1335 <br />1*114 <br />2153 <br />2&6r. <br />PRESTRE86ED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />465 <br />ir.5 <br />1310 <br />2045 <br />2610 <br />3486 <br />3165 <br />PRESTRESSED <br />NR. <br />NR <br />MR <br />NR <br />NR <br />NR <br />NR <br />NR <br />420 <br />698 <br />1250 <br />1955 <br />2310 <br />2aW <br />3410 <br />PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR_ <br />NR <br />NR <br />NR <br />310 <br />530 <br />1 %50 <br />1400 <br />1800 <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 />NIR <br />240 <br />400 <br />ISO <br />IOW <br />1 1400 <br />1120 <br />2030 <br />21'-4' (25&') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />I NR <br />NR <br />NR <br />183 <br />330 <br />610 <br />1340 <br />1150 <br />1 2110 <br />22'. 0'(26 4') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NI <br />R <br />NRJ <br />NR <br />1610 <br />300 <br />5117 <br />71-0 <br />1250 <br />1660 <br />IS'10 <br />24'-0t2OV) FIRESTRE95EDI <br />1 <br />NR, <br />NR <br />NR <br />NR <br />NR <br />NR <br />jNR <br />NR <br />NR <br />r 13-0 <br />1--;4-01 <br />410 <br />120 <br />to" <br />103 <br />1350 <br />1&10 <br />le" <br />t-14TERIAL5 <br />1. F'c precast lintels - 3500 PSI. <br />2� F'c prestressed lintals - 6000 pet. <br />3. F'c grout - 3000 psi wl maximum 3/6' aggregate, <br />4. Concrete masonry units (CMU) per A5TM CS0 w/ <br />M Inimum net area compressive strength - IS00 Pal. <br />5. Rebar provided In precast lintel per A5TM A&I5 GIR&O. <br />Field rebar per ASTM ArblE, GR40 or GR&O. <br />6. Prestressing Strand per ASTM 4416 grade <br />210 ow relaxation. <br />1. 1/32 wire per ASTM 4510, <br />a. Mortar per ASTM C210 type M or 5. <br />5' PRECAST 4 PRESTRESSED U-LINTEL6 <br />UFL <br />FT <br />LATERAL <br />TYPE <br />I ENGTH <br />aFa_'T <br />3PI2 - IT <br />3PI& - IT <br />W20-IT <br />BP24-ITW28-IT <br />SF32-1T <br />" <br />SFIB <br />3FS-21 <br />W12-2T <br />3FI&-2T <br />F20-21 <br />W24-213F28-27 <br />SF72-2T <br />2'-10'(34') FIRECAST <br />2-121 <br />2811B <br />4101 <br />5332 <br />&56S <br />ISII <br />S055 <br />2021 <br />2021 <br />2121 <br />2184 <br />3WI <br />5IW__ <br />6401 <br />1630 <br />-;;;,- <br />3'-ro' (42') PRECAST <br />2165 <br />22SIB <br />32r.0 <br />423-1 <br />521q <br />&204 <br />1192 <br />1251 <br />125 -1 <br />-:1-65 <br />2215 <br />3165 <br />4125 <br />,0S, <br />r <br />( .1 <br />Sor <br />103r ' <br />4'-0* (46') PRECAST <br />1818 <br />IS813 <br />2832 <br />3680 <br />4532 <br />5381 <br />&245 <br />IB313 <br />12136 <br />1816 <br />IS25 <br />2150 <br />3563 <br />4422 15264 <br />6110 <br />4'-&' (54') PRECAST <br />1660 <br />1162 <br />2501 <br />3251 <br />4010 <br />41&1 <br />5525 <br />'121 <br />'121 <br />1 <br />16&0 <br />1105 <br />2435 <br />3111 <br />3513 <br />4&58 <br />5406 <br />V-4' (64") PRECAST <br />13%3- <br />1484 <br />2110 <br />2-141 <br />3315 <br />4010 <br />4648 <br />505 <br />505 <br />13S3 <br />1431 <br />2050 <br />2r.10 <br />32`33 <br />3-320 <br />4549 <br />PRECAST <br />1212' <br />13SI <br />IS30 <br />2505 <br />3084 <br />3&05 <br />4241 <br />416 <br />418 <br />1212 <br />1315 <br />181S <br />2441 <br />3010 <br />3583 <br />451 <br />PRECAST <br />1141- <br />1200 <br />1133 <br />2250 <br />2'16S <br />32W <br />3012 <br />101 <br />86-1 <br />1141 <br />IIa2 <br />"a' <br />*84 <br />2IS2 <br />2103 <br />321& <br />3132 <br />I'-rcp' 0�0')PRECAST <br />S513- <br />912 <br />S'2 <br />14-15 <br />IS14 <br />2354 <br />21131 <br />3240 <br />& <br />tW <br />1025 <br />"2 <br />1466 <br />IWl <br />2351 <br />2-1Sl <br />3275- <br />V-4' (112') PRECAST <br />801. <br />612 <br />K4SS <br />SW <br />1269 <br />15&0 <br />1852 <br />2144 <br />454 <br />&30 <br />001 <br />155 <br />M <br />IIS2 <br />1550 <br />1510 <br />22-11 <br />- <br />7_34 <br />I0'-&YI2W) PRECAST <br />116 <br />I'&. <br />1153 <br />1021 <br />1261 <br />1456 <br />1131 <br />3136 <br />4133 <br />'lle, <br />ell <br />101S <br />13as <br />I -Ill <br />2034 <br />235a <br />]1'-4' (13ro') PRECAST <br />666- <br />43B <br />6136 <br />B-315 <br />1104 <br />130t <br />1515 <br />363 <br />556 <br />&rr. <br />535 <br />505 <br />1295 <br />IS% <br />IBS& <br />21W <br />12'-0'(144') PRECAST <br />6071- <br />400 <br />631 <br />ale, <br />1001 <br />Ila& <br />13,12 <br />340 <br />41B4 <br />631 <br />486 <br />ale <br />120S <br />1514 <br />I"ISS <br />2026 <br />13'-4'060'� PRECAST <br />500. <br />340 <br />532 <br />686 <br />841 <br />sil <br />1153 <br />302 <br />3sa <br />513 <br />405 <br />662 <br />1004 <br />1361 <br />1631 <br />1815 <br />I's <br />14'-0'(1&8') PRECAST <br />458- <br />316 <br />453 <br />9,35 <br />-118 <br />S22 <br />1065 <br />2eo& <br />360 <br />S48 <br />318 <br />629 <br />922 <br />12S4 <br />1561 <br />a,,- <br />14'-B' (1-16') PRESTRESSED <br />243 <br />2S5 <br />45S <br />5el <br />124 <br />551 <br />IBW <br />NJP_ <br />351 <br />243 <br />352 <br />5a2 <br />a52 <br />1156 <br />1491 <br />15'-4'(104') PRESTRESSED <br />228 <br />218 <br />430 <br />553 <br />611 <br />WI <br />_1142 <br />WS <br />N.R. <br />32-1. <br />228 <br />321B <br />542 <br />Isl <br />1012 <br />1381 <br />161-16 <br />ll'-4' (206')FIRESTRESSED <br />IBS <br />236 <br />Bel <br />464 <br />561 <br />610 <br />1-14 <br />255 <br />= <br />216 <br />44ci <br />6413 <br />814 <br />1121 <br />13 . SS <br />n'-4' (232') PRESTRESSED <br />1&5 <br />201 <br />313 <br />401 <br />490 <br />518 <br />&61 <br />KPZ <br />204 <br />165 <br />23S <br />383 <br />5,50 <br />136 <br />540 <br />]lee <br />21'-4' (256')PRESTRES51ED <br />145 <br />lee <br />218 <br />356 <br />433 <br />512 <br />5150 <br />N.R. <br />1-12 <br />142 <br />212 <br />336 <br />411 <br />635 <br />Wl <br />7,-, <br />22'-0'(2&4')PRESTRESSED <br />140 <br />ISO <br />266 <br />34 <br />416 <br />4S3 <br />Sea <br />KR <br />Iro I <br />131 <br />205 <br />322 <br />451 <br />601 <br />-Ill <br />;4-, <br />F27--- <br />01(28V) PRESTRESSED <br />121 <br />105 <br />244 <br />312 <br />380 <br />1 441 <br />515 <br />N.R, <br />1135 <br />124 <br />106 <br />2W <br />408 <br />1 ;33 <br />GENERAL NOTES <br />-REDUCE VALUE 15Y 25% FOR GRADE 40 FIELD REBAR <br />8' PRECAST W/ 2' RECE55 DOOR U-LINTELS <br />G FRA V I <br />TT' <br />LENGT _�TYPESI;ajeslw'"eawlo <br />-OBISIRF14-0e <br />NW16-05 <br />OW22-08 <br />SfW26-05 <br />NW30-08 <br />airle-15 <br />1 WW14-6 <br />swig-15 <br />DOW22-15 <br />SIRF26-11S <br />4'-4' (52') PRECAST <br />148'a <br />1551 <br />1821 <br />3CS3 <br />3412 <br />2SB2 <br />4W2 <br />3354 <br />6412 <br />4S2S <br />1S41 <br />�W4 <br />1341r. <br />6860 <br />10818 <br />4'-rv' (54') PRECAST <br />m5i <br />144S <br />21a2 <br />2114 <br />3600 <br />4481 <br />E1315 <br />6264 <br />1102 <br />3412 <br />4SO2 <br />64-12 <br />lS41 <br />11416 <br />losla <br />51-a. (&V)PRECAST <br />832 <br />1602 <br />1550 <br />2058 <br />2566 <br />30-15 <br />3585 <br />185 <br />1153 <br />1 2162 <br />40-14 <br />&412 <br />651r, <br />5814 <br />9183S <br />PRECAST <br />i3a <br />lie <br />1500 <br />14415 <br />IS24 <br />2400 <br />28-16 <br />3352 <br />1103 <br />20S1 <br />Bell <br />6412 <br />6516 <br />S4S0 <br />e41I <br />io'-5' (80')PRECAST <br />an <br />Sol <br />I( ii <br />2S33 <br />_2516 <br />1360S <br />- 3223 <br />3812 <br />1 4522 <br />Wl <br />1617 <br />21333 <br />4100 <br />_6130 <br />511-1 <br />1 r.10.1 <br />l'-(o' (50')PRECAST <br />lei <br />1311 <br />2252 <br />19168 <br />24N <br />2544 <br />35 <br />r. e 5 <br />164 <br />1311 <br />2325 <br />5492 <br />6624 <br />5IB2 <br />5'-a' Nib') PRECAST <br />Bit <br />420 <br />834 <br />1253 <br />1 10-11 <br />1542 <br />1614 <br />1506 <br />r 575 <br />T we <br />I 14S -1 <br />- <br />1 2111 <br />1 <br />2616 <br />35SS <br />2815 <br />a" PRECAST W1 2' RECESS DOOR LI-LINTEL5 <br />Uf=L FT <br />LATERAL <br />TYPE <br />LENGTH <br />OFT-6-1718IRFIOAT <br />SIRF14-IT <br />sRpcia-rr <br />8W22-IT <br />SM-26-IT <br />NW30-1-t <br />8IQF&-2Tj8WIV-2T <br />DR-14-2T <br />W*18�2T <br />I <br />SORF22m2T <br />26-21 <br />SIRF30�21 <br />SRUe, <br />aRF6 <br />4'-4' (52') PRECAST <br />1244 <br />i5'13 <br />2413 <br />3260 <br />4112 <br />41B61 <br />502S <br />'32 <br />S32 <br />1244 <br />15M <br />23313 <br />31-70 <br />4008 <br />P4850 <br />W <br />4'-ro' (54') PRECAST <br />11-32 <br />Sol <br />2311 <br />3121 <br />3S31 <br />4156 <br />5SIl <br />a53 <br />11-32 <br />1455 <br />2240 <br />3036 <br />3831 <br />4643 <br />_9453 <br />853 <br />5'-5' (&&') PRECAST <br />1324- <br />1112 <br />111215 <br />2423 <br />BOSE, <br />3baS <br />4325 <br />501 <br />1 <br />924 <br />1132 <br />1-141 <br />235-1 <br />2918 <br />3&03 <br />4230 <br />501 <br />5'- 10 (10') PRECAST <br />896. <br />1138 <br />1142 <br />2352 <br />2S&rp <br />35S1 <br />419S <br />461B <br />4&S <br />as& <br />IOSS <br />I&W <br />2288 <br />28131 <br />34531 <br />4106 <br />&'-8' (80') PRECAST <br />Ile <br />5S2 <br />1513 <br />29>42 <br />2513 <br />3101 <br />3642 <br />830 <br />1100 <br />-7- <br />Is <br />S56 <br />1468 <br />IWI <br />250S <br />3035 <br />3563 <br />a <br />-V-&' 0b0')PRECA5T <br />&W <br />6131 <br />1325 <br />1510 <br />2200 <br />2-153 <br />322-1 <br />110 <br />1341 <br />64e <br />1302 <br />1162 <br />2225 <br />2&W <br />3151 <br />(11&') PRECAST <br />533- <br />433 <br />Boa <br />1123 <br />1413 <br />1104 <br />IS% <br />614 <br />533 <br />-F <br />136'5 <br />1128 <br />2068 <br />2450 <br />5le <br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REIBAR <br />�05 REBAR AT TOP <br />MIN. (1) REQ'D <br />LEAR <br />TYEE C)E51GN,4T1QN <br />L3 <br />F FILLED WITH GROUT / U - UNFILLED <br />Lu <br />r-M.U. <br />FQUANTITY OF S REBAR AT <br />50TTOM OF LINTEL CAVITY <br />z <br />LIN <br />-GROUT <br />aF <br />_S <br />REZAR AT BOTTOM <br />L <br />OF LINTEL CAVITY <br />NOMINAL WIDTH _j <br />NOMINAL HEIGHT-] <br />QUANTITY OF 15 <br />REBAR AT TOP <br />)1'1-5/0'ACTUALI <br />\­ <br />0 <br />50TTOM REINFORCING <br />PROVIDED IN LINTEL <br />8' NOMINAL WIDTH <br />(VARIES) <br />&AFE L0,4[) TABLE <br />NOTE& <br />L Provide Full mortar head and bed joints. <br />2. Shore filled lintel& AS required. <br />a. 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 5' meet or exceed L/150. <br />6. Bottom fie Icl added rebar to be located at the bottom of the lintel cavity. <br />7, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />a. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units, <br />15. Sare load ratings based on rational design analysis per ACI 318 and ACI 530 <br />1. All valuer, 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 8' nominal bearing. <br />2, N.R. a 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 clesigner by providing <br />addlonal reinforced masonry above the precast lintel. <br />e. One 01 rebar may be substituted for two 05 rebarb in 6' lintels only, <br />1. The designer mag evaluate concentrated loads from the safe load tables by <br />Calculating the maximum resisting moment and Shear at a-awag from the Face of support. <br />a. For composite linte heights not shown, use safe load from next lower height. <br />13� All safe loads in Zts or pounds per linear foot. <br />A R C 11 1 T III C T 3 <br />G r ZN Ign <br />oqusp. ! - <br />41N - RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.all"Sal=-Com <br />AA.O <br />FRI <br />rigulwiv. &C ]LOTil <br />SILVERADO <br />LOT #12 <br />BLK #6 <br />PlIll <br />04128.001-01261 <br />MODZU <br />4EGI3 <br />"GALEN" <br />GAPLAOR BWMG- <br />RIGHT <br />PAGZ: <br />SAFE LOAD <br />TABLES <br />150 MPH EXP. B <br />ARCHITECT, <br />STATE Or- <br />F'PRMT <br />DATEk 11/8/17 <br />ECALM 1/4"=l'-O" <br />IIIIIIIIIAn" <br />