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IENGINEEPJNG <br />SPECIFICATIONS <br />I PRODUCT' DESCRIPTION <br />HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. <br />I MATERIALS <br />• F'C 8" PRECAST LINTELS = 3500 PSI - CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM <br />• F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI <br />• F'C 4" PRECAST LINTELS = 3000 PSI - REBAR PER ASTM A615 GRADE 60 <br />• GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM o PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION <br />3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. - 7/32 INCH WIRE PER ASTM A510 <br />o MORTAR PER ASTM C270 TYPE M OR S <br />GENERAL NOTES <br />1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. <br />2. SHORE FILLED LINTELS AS REQUIRED. <br />3. INSTALLATION OF LINTEL MUST COMPLY WrrH ARCHITECTURAL AND/OR STRUCTUPAL <br />DRAWINGS, <br />4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO <br />ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. <br />5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS IT-4" AND <br />LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. <br />6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. <br />7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR <br />MECHANICAL ANCHORAGE. <br />8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE <br />MASONRY UNITS. <br />SAFE LOAD TABLE NOTE9 <br />1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS <br />FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 <br />INCHES. <br />2. N.R. = NOT RATED. <br />3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. <br />4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. <br />5. ADDMONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING <br />ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON <br />PAGE 4. <br />6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND <br />AC1530 <br />10. PRODUCT' APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.OS AND <br />03-0605.04 <br />11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE <br />MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE <br />WITH ASTM C926 OR OTHER APPROVED COATING. <br />12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) <br />AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED <br />LOADING WrTH THE FOLLOWING EQUATION: <br />APPLIED VERTICAL LOAD SAFE <br />VERTICAL LOAD <br />+ APPLIED HORIZONTAL LOAD < 1.0 <br />SAFE HORIZONTAL LOAD - <br />7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING <br />THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. <br />8. FOR COMPOSrTE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. <br />9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. <br />10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. <br />11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. <br />12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUMON FOR GRADE 40 FIELD <br />ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-IB SAFE GRAVITY LOAD = 6472 (15) W/ 15% <br />REDUCTION => 6472 (.85) = 5501 PLF <br />SAFE LOAD TABLES <br />For Gravity, Uplift & Lateral Loads <br />4^NP-094" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8U8 <br />8F8-1B <br />BF12-IB <br />8FI&IB <br />BF20-IB <br />8F24-IB <br />8F28-lB <br />8F32-18 <br />2'-10" (34") PRECAST <br />2231 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />-11809 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />T-6" (42") PRECAST <br />2231 <br />3069 <br />3719 <br />5163 <br />6607 <br />8054 <br />9502 <br />10951 <br />- <br />-�069 <br />4605 <br />6113 <br />7547 <br />8974 <br />.10394 <br />11809 <br />4'-0" (48") PRECAST <br />1966 <br />2561 <br />2751 <br />3820 <br />14890 <br />5961 <br />7034 <br />8107 <br />2693 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />4'-6" (54") PRECAST <br />1599 <br />1969 <br />2110 <br />2931 <br />3753 <br />4576 <br />5400 <br />6224 <br />-y,-89 <br />4375 <br />6113 <br />7547 (7) <br />8672 <br />10294 <br />11809 <br />5'-4" (64") PRECAST <br />1217 <br />1349 <br />1438 <br />1999 <br />2560 <br />3123 <br />3686 <br />4249 <br />1663 <br />30 0 <br />5365 <br />7547 (36) <br />7342 (19� <br />8733 (19� <br />10127 (11, <br />T-10" (70") PRECAST <br />1062 <br />1105 <br />1173 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1451 <br />2622 <br />4360 <br />7168 (45) <br />6036 19 <br />711 19 <br />(20) <br />6'-6" (78") PRECAST <br />908 <br />1238 <br />2177 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1238 <br />2177 <br />3480 <br />5381 <br />8360 <br />10394 (37) <br />8825 (14 <br />T-6" (90") PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />12205 <br />2698 <br />3191 <br />3685 <br />1011 <br />1729 <br />2661 <br />3898 <br />5681 <br />8467 (44) <br />6472 15� <br />9'-4" (112") PRECAST <br />554 <br />699 <br />1160 <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />752 <br />1245 <br />1843 <br />2564 <br />3486 <br />4705 (37) <br />6390 (47) <br />10'-6" (126") PRECAST <br />475 <br />535 <br />890 <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 1 <br />643 <br />1052 <br />1533 <br />2093 <br />2781 <br />3643 (38) <br />4754 (45) <br />11--4" (136") PRECAST <br />362 <br />582 <br />945 <br />1366 <br />1 1846 <br />2423 <br />3127 <br />4006 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'-0" (144") PRECAST <br />jj/ <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />13'-4" (160") PRECAST <br />296 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />14'-0" (168") PRECAST <br />279 <br />424 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />f6-30 <br />442 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />14'-8" (176") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />458 <br />783 <br />1370 <br />1902 <br />2245 <br />2517 <br />2712 <br />15'-4" (184") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />412 <br />710 <br />1250 <br />1733 <br />2058 <br />2320 <br />2513 <br />17-4" (208") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />300 <br />548 <br />950 <br />1326 <br />1609 <br />1849 <br />2047 <br />19'-4" (232") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />235 <br />420 <br />750 <br />1037 <br />1282 <br />1515 <br />1716 <br />21'-4" (256") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />180 <br />340 <br />598 <br />845 <br />1114 <br />1359 <br />1468 <br />22'-0" (264") PRESTRESSED <br />N.R. <br />1 <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />165 <br />315 <br />550 <br />784 <br />1047 <br />1285 <br />1399 <br />24'-0" (288") PRESTRESSED <br />1 <br />N.R. <br />1 <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />129 <br />250 <br />450 <br />654 <br />884 <br />_ <br />1092 <br />1222 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 <br />SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />4ft=-4*9ff M <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH TYPE <br />8RU6 <br />8RF6-08 <br />8RF10-0B <br />8RF14-OB <br />8RF18-OB <br />3RF22-OB <br />BRF26-OB <br />3RF3HB <br />8RF6-1B <br />j8RF10-1B <br />8RF14-1B <br />8RF18-1B <br />8RF22-1B <br />8RF26-IB <br />8RF30-1B <br />4'-4" (52") PRECAST <br />1635 <br />1749 <br />3355 <br />3280 <br />4349 <br />5421 <br />6493 <br />7567 <br />1891 <br />3699 <br />5206 <br />6639 <br />8060 <br />9479 <br />10893 <br />4'-6" (54") PRECAST <br />1494 <br />1596 <br />3063 <br />2992 <br />3968 <br />4946 <br />, 5924 <br />6904 <br />1756 <br />3699 <br />5206 <br />6639 <br />8060 <br />9479 <br />10893 <br />5'-8" (68") PRECAST <br />866 <br />920 <br />1770 <br />1716 <br />2277 <br />2839 <br />3402 <br />3966 <br />1167 <br />1 2481 <br />4567 <br />6389 <br />8060 (34) <br />7917 (19 <br />9311(19) <br />T-10" (70") PRECAST <br />810 <br />859 <br />1653 <br />1600 <br />2124 <br />2649 <br />3174 <br />3700 <br />1113 <br />2342 <br />4242 <br />6639 (10) <br />8060 (39) <br />7402 L9 <br />8706 (19 <br />6'-8" (80") PRECAST <br />797 <br />901 <br />1825 <br />3120 <br />5048 <br />7747 <br />9448 <br />7360 <br />901 <br />1825 <br />3120 <br />5048 <br />7915 <br />9479 <br />10893 ( L2 <br />7-6" (90") PRECAST <br />669 <br />755 <br />1490 <br />2459 <br />6 <br />57143 <br />5623 <br />755 <br />1490 <br />2459 <br />3776 <br />] <br />5743 <br />f7239 <br />8998 (19 <br />10893 (48) <br />9'-8" (116") PRECAST <br />411 <br />1 466 <br />999 <br />1568 <br />2253 <br />3129 <br />4091 <br />314 <br />1 526 <br />999 <br />1568 <br />2253 <br />415 <br />SAFE LATERAL LOADS FOR <br />8" PRFCA-qT & PRFSTRFSSFD U-LINTFLS <br />4^=-4494" <br />SAFE LOAD <br />PLF <br />TYPE <br />LENGTH <br />8U8 <br />8F8 <br />REINF, <br />CMU* <br />2'-10" (34") PRECAST <br />1293 <br />1642 <br />2135 <br />T-6" (42") PRECAST <br />1025 <br />1024 <br />1830 <br />4'-0" (48") PRECAST <br />765 <br />763 <br />1365 <br />4'-6" (54") PRECAST <br />592 <br />591 <br />1057 <br />5'-4" (64") PRECAST <br />411 <br />411 <br />734 <br />T-10" (70") PRECAST <br />340 <br />339 <br />607 <br />6'-6" (78") PRECAST <br />507 <br />721 <br />483 <br />T-6" (90") PRECAST <br />424 <br />534 <br />357 <br />9'-4" (112") PRECAST <br />326 <br />512 <br />227 <br />10'-6" (126") PRECAST <br />284 <br />401 <br />178 <br />11'-4" (136") PRECAST <br />260 <br />452 <br />152 <br />12'-0" (144") PRECAST <br />244 <br />402 <br />135 <br />13'-4" (160") PRECAST <br />217 <br />324 <br />109 <br />14--0" (168") PRECAST <br />205 <br />293 <br />98 <br />14'-8" (176") PRESTRESSED <br />N.R. <br />284 <br />89 <br />151-41, (18411) PRESTRESSED <br />N.R. <br />259 <br />82 <br />17'-4" (208") PRESTRESSED <br />N.R. <br />194 <br />63 <br />19'-4" (232") PRESTRESSED <br />N.R. <br />148 <br />51 <br />21'-4" (256") PRESTRESSED <br />N.R. <br />125 <br />42 <br />22--0" (264") PRESTRESSED <br />N.R. <br />116 <br />39 <br />24'-0" (288") PRESTRESSED <br />N.R. <br />91 <br />33 <br />* SEE NOTE 18 <br />SAFE LATERAL LOADS FOR <br />R" PRFCAI;-r w/ 2" RFCFI.;-r, DOOR tl-LTNTFL-q <br />4^=-4494" <br />SAFE LOAD <br />PLF <br />LENGTH <br />TYPE <br />8RU6 <br />8RF6 <br />REINF. <br />CMU* <br />4'-4" <br />(52") <br />PRECAST <br />758 <br />757 <br />1365 <br />4'-6" <br />(54") <br />PRECAST <br />694 <br />693 <br />1 1249 <br />T-8" <br />(68") <br />PRECAST <br />408 <br />407 <br />734 <br />T-10" <br />(70") <br />PRECAST <br />382 <br />381 <br />687 1 <br />'-8" <br />(80") <br />PRECAST <br />595 <br />788 <br />510 <br />7-6" <br />(90") <br />PRECAST <br />509 <br />674 <br />393 <br />9'-8" <br />(116") PRECAST <br />370 <br />490 <br />227 <br />SAFE UPLIFT' LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4^Wr-4^4" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8F8-2T <br />8F12-2T <br />8F16-2T <br />8F20-2T <br />8F24-2T <br />8F28-2T <br />8F32-2T <br />2'-10" (34") PRECAST <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />T-6" (42") PRECAST <br />1569 <br />2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />1569 <br />2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />4'-0" (48") PRECAST <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />4'-6" (54") PRECAST <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />5'-4" (64") PRECAS-1 <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />5-10" (70") PRECAST <br />909 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />929 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />14498 <br />6'-6" (78") PRECAST <br />835 (12) <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />835 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />T-6" (90") PRECAST <br />727 (23)l <br />1021 <br />1634 (12� <br />2102 (11) <br />2571(10) <br />3039 (10) <br />3508 (9 <br />727 <br />1166 <br />1634 <br />2102 <br />2571 <br />3039 <br />3508 <br />9'-4" (112") PRECAST <br />591 <br />680 <br />113�15 <br />1471(15' <br />181X15 <br />2152 (16 <br />2494 (15 <br />591 <br />851 <br />1326 <br />1705 <br />2084 <br />2463 <br />2842 <br />10'-6" (126") PRECAST <br />530 <br />552 <br />914(15 <br />1185(15� <br />1458 (15 ' <br />1732 (15 <br />2007 (15 <br />530 <br />686 <br />1183 <br />1526 <br />1865 <br />2204 <br />2544 <br />11--4" (136") PRECAST <br />474 <br />485 <br />798 (15 <br />1034 (15 <br />1272 (15 <br />1510 (15 <br />1749 (15 <br />494 <br />599 <br />1028 <br />1422 <br />1738 <br />2053 <br />2369 <br />12'-0" (144") PRECAST <br />470 (9 <br />441 <br />723 (14 <br />936 (14 <br />1151(15 <br />1366 (15 <br />1582 (15A <br />470 <br />543 <br />928 <br />1349 <br />1649 <br />1948 <br />2247 <br />13'-4" (160") PRECAST <br />418(15 <br />373 <br />606 (14 <br />783 (14' <br />962 (1� <br />1141(14' <br />1321(14 <br />428 <br />455 <br />770 <br />1145 <br />1444 <br />1718 <br />1993 <br />14'-0" (168") PRE%-�o I <br />3H_g <br />346 <br />559 (14 <br />723 (14 <br />887 (14 <br />1052 (14 <br />1218 (14 <br />410 <br />420 <br />709 <br />1050 <br />1434 (81 <br />1694 (8 <br />1954 (7). <br />14'-8" (176") PRESTRESSED <br />239 <br />323 <br />519 (13 <br />671 (13 <br />823 (13 <br />976 (1 <br />1129 (14 <br />246 <br />390 <br />655 <br />968 <br />1324 (8) <br />1625 (1 <br />1874 (1 <br />15'-4" (184") PRESTRESSED <br />224 <br />302 <br />485 (13 <br />626 (13 <br />767 (13 <br />909 (1 <br />1052 (1 <br />230 <br />364 <br />609 <br />897 <br />1224 (8) <br />1562 (1 <br />1801 (14 <br />ITA" (208") PRE70SED <br />187 <br />255 <br />404 (12� <br />520 (12, <br />637 (12 <br />754 (121 <br />872 (12 <br />192 <br />303 <br />500 <br />732 <br />993 R <br />1268 (14 <br />1470 (141 <br />19'-4" (232") PRESTRESSED <br />162 <br />222 <br />347 (11) <br />446 (11) <br />546 (1 <br />646 (12 <br />746 (12 <br />166 <br />261 <br />424 <br />616 <br />831 (8' <br />1057 (1 <br />1225 (14 <br />21'-4" (256") PRESTRESSED <br />142 <br />198 <br />306 (11) <br />393 (1 <br />480 1 <br />567 1 <br />654 t <br />142 <br />230 <br />369 <br />531 <br />713 (7) <br />903 (13 <br />1046 (13 <br />22'-0" (264") PRESTRESSED <br />137 <br />192 <br />295 (10 <br />378 (11) <br />461 (10) <br />545 1 <br />1 <br />137 1 <br />221 <br />354 <br />508 <br />681 (7) <br />861113 <br />997 (131 <br />- <br />24'-0" (288") PRESTRESSED <br />124 1 <br />175 <br />267 (10) <br />341 (10) <br />416 (10) <br />491 10 <br />W629 <br />566 (10) <br />124 1 <br />200 <br />316 <br />450 <br />600 (7 <br />756 12 <br />875 (131 <br />(#) THE NUMBERS 1N PARENTHESIS ARE PERCENT REDUCTIONS <br />FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 <br />SAFE UPLIFT' LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS <br />4AMP-4494" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RF6-1T <br />8RF10-1T <br />8RF14-1T <br />8RF18-1T <br />8RF22-1T <br />8RF26-1T <br />8RF30-1T <br />8RF6-2T <br />8RF10-2T <br />8RF14-2T <br />8RF18-2T <br />8RF22-2T <br />8RF26-2T <br />BRF30-2T <br />4'-4" (52") PRECAS. <br />905 <br />1748 <br />2635 <br />3522 <br />4409 <br />5296 <br />6183 <br />905 <br />1748 <br />2635 <br />3522 <br />4409 <br />5296 <br />6183 <br />4'-6" (54") PRECAal <br />867 <br />1675 <br />2525 <br />3374 <br />.4224 <br />5074 <br />5924 <br />867 <br />1675 <br />2525 <br />3374 <br />4224 <br />5074 <br />5924 <br />5'-8" (68") PRECAST <br />675 <br />1301 <br />1960 <br />2618 <br />3277 <br />3935 <br />4594 <br />675 <br />1301 <br />1960 <br />2618 <br />3277 <br />3935 <br />4594 <br />Y-10" (70") PRECAST <br />655 <br />1262 <br />1900 <br />2538 <br />3176 <br />3815 <br />4453 <br />655 <br />1262 <br />1900 <br />2538 <br />3176 <br />3815 <br />4453 <br />6'-8" (80") PRECAST <br />570 <br />1012 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 <br />570 <br />1097 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 <br />7-6" (90") PRECAST <br />506 <br />797 <br />1462 (8) <br />1952 (7 <br />2442 (6) <br />2931 (6) <br />3257 <br />506 <br />967 <br />1462 <br />1952 <br />2442 <br />2931 <br />3421 <br />9'-8" (116") PRECAST <br />395 <br />491 <br />931(12) <br />1301(15] <br />1640 (15 <br />1980 (15 <br />2322 (16 <br />395 <br />589 <br />1135 <br />1514 <br />1893 <br />2272 <br />2652 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 <br />UNIT'2382 - 1ST FLOOR PLAN. <br />1/411 = 1 1-019 <br />Gj <br />CG ) <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION AT ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />LINTEL SCHEDULE <br />NOTE: <br />REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS <br />FOR OPENING HEAD HEIGHTS <br />0- <br />> <br />> <br />6 <br />0 <br />8F16-1B/1T <br />8RF14-1B/0T <br />0 <br />0 <br />> <br />& <br />% 0 - <br />> <br />8" PRECAST LINTEL W/ (1) #5 HOR <br />CONT BAR & (2) COURSES OF 8" <br />K.O. BLOCKS W/ (1) #5 CONT HOR <br />BAR IN EACH - ALL GROUT FILLED <br />ALTERNATE POWERS STEEL LINTEL <br />#5 REBAR AT TOP <br />M MIN. (1) REQ'D <br />+41-1/2" CLEAR <br />C.M.U. <br />=> <br />F- A <br />(n -j I jr, <br />LU Z LU LU <br />LU U - Uj 4 ,�#5 REBAR AT <br />0 �- z <br />LO BOTTOM MIN. (1) <br />X 'D <br />Ce U- U 0 REQ <br />< fn <br />0-. W <br />ZO <br />Uj Ln 16 GAUGE POWERS <br />3: - 4 <br />Ln �y L-�STEEL BOXED <br />r, Uj 0 <br />W CL LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF <br />NOTED ON LINTEL PLAN <br />REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. <br />CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO <br />PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS <br />IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR <br />REPAIR. <br />LINTEL DEFTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP <br />AND BOTTOM OF ALL POWERS STEEL LINTELS. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />CLEAR <br />< <br />Z <br />C.M.U. <br />YV1-112" <br />�5 MY <br />----GROUT <br />Ln <br />#5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />4t <br />BoTrom REINFORCING <br />7-5/8" <br />PROVIDED IN LINTEL <br />ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />F FILLED WITH GROUT <br />LLED <br />RE=RECESSED & FILLED <br />QUANTITY OF #5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />d16-IB/1T <br />NOMINAL WIDTH QUANTITY OF #5 <br />NOMINAL HEIGHT REBAR AT TOP <br />AN <br />Virtual Review A <br />Plans Review completE <br />for compliance with the 2 <br />hy Debra Anne Kl�� <br />b <br />C14 <br />C14 <br />0 <br />7 <br />LO <br />LO <br />C) <br />00 <br />to <br />z <br />W <br />0 <br />W <br />z <br />(D E <br />> 0 0 <br />*i-- "o <br />0 (y) <br />V) (y) C'4 <br />4- <br />Ln <br />'Y5 <br />co <br />U <br />E 0 <br />-0 2 0 <br />M: -. 9 0< <br />6 r" ` < <br />"q <br />.P <br />0 <br />> 4t <br />U LU 0!:� 4 <br />co E" 0) <br />7C) <br />C�l �0 .5, <br />C) CL <br />W W W <br />LLi W C) F- <br />LLJ LU W 2 0 <br />W �- < X fr- z W z <br />W o 2 -j < < < <br />Z) - 0 Ir LL b 0 '0 -j 0 <br />< W i� 0 -j F= <br />< <br />< <br />F- <br />0 0 <br />0 <br />::) a 8 � z E LL 9 z 2 -, < <br />00of 0-owoomzz <br />Cl) W W <br />CL>V5-WWz5WW<::' <br />(9 �- LL 0 <br />L�2 <br />00 z <br />U) LL <br />5- 0 z a z 0 W <br />zwz Q <br />W 2i 2 IL <br />LLI 2 Lu < <br />0 <br />OW zp <br />< 0 < Lj- <br />C) <br />C) <br />(N <br />z <br />W <br />0 F- <br />LD 5) <br />> <br />U) a <br />(.0 C) <br />1.-7 <br />< <br />(y) a <br />CY) r�- <br />w -j Lr) <br />LL <br />< <br />W < LO <br />cy) <br />00 <br />< <br />< <br />Z 0 <br />z 3: <br />W C) <br />8 2022. <br />C) <br />(.0 <br />04 <br />"I <br />Ist. I A- <br />C) <br />C\ I <br />and approved <br />rl- <br />04 <br />0 FBC 7th Edition <br />11 <br />I r PX2300 <br />C:) <br />C) <br />06 <br />CN <br />(0 <br />V- <br />CC) <br />-- <br />CD <br />04 <br />C) <br />04 <br />C:) <br />04 <br />N <br />CN <br />C) <br />C) <br />C) <br />CD <br />C:) <br />C:) <br />CD <br />6 <br />C� <br />qr <br />Ob <br />9 <br />V-- <br />6 <br />V- <br />M <br />0� <br />9 <br />A <br />IL <br />(0 <br />C) <br />C) <br />C) <br />C) <br />C) <br />a <br />C:) <br />> <br />C) <br />C) <br />N <br />a <br />Cn <br />C:> <br />IT <br />CD <br />LO <br />C) <br />C'0 <br />C) <br />rl- <br />U'-) <br />I <br />00 <br />z z <br />z 9 <br />W <br />W CO <br />W F- 5; <br />L) <br />c)) 0 <br />C) <br />1-- <br />:D 0 <br />0 < <br />0 0- <br />LC) <br />0 <br />W W 2 <br />(L TZ 'r <br />W <br />< <br />Z <br />Z) <br />I.- <br />X <br />W < <br />M 0 z <br />�-- = Z <br />C**-j <br />(D <br />0 L: W <br />Z �: -j <br />00 <br />>- ir 2 <br />< W 0 <br />ry) <br />2 Z of <br />Z Z LL <br />04 <br />w <br />2 <br />0< <br />< �- <br />-j 2 z <br />(L W <br />>- <br />T- <br />< <br />(n <br />L0 z z <br />< <br />z <br />z <br />0 0 <br />z <br />S1 1 <br />z <br />z <br />LU <br />-1 <br />Cq <br />CN <br />C) <br />N <br />> r-- <br />LAST PLOT DATE <br />May. 2, 22 <br />z 4-6 <br />0 <br />STRUCUTRAL <br />. -J <br />DETAILS B (LEFT) <br />