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ENGINEERING <br />SPECIFICATIONS <br />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 />MATERIALS <br />• F'C 8" PRECAST LINTELS = 3500 PSI <br />• F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI <br />• PC 4" PRECAST LINTELS = 3000 PSI <br />• GROUT PER ASTM C476 PG = 3000 PSI W/ <br />MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 <br />INCH SLUMP. <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 WITH <br />ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. <br />4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG <br />NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL <br />REINFORCING AND GROUTING. <br />5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL <br />DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH <br />A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. <br />6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE <br />BOTTOM OF LINTEL CAVITY. <br />7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO <br />THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. <br />SAFE LOAD TABLE NOTES <br />1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. <br />EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED <br />BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 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. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE <br />DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY <br />ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. <br />6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" <br />LINTELS ONLY. <br />7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE <br />SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING <br />MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />• CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM <br />NET AREA COMPRESSIVE STRENGHT = 1900 PSI <br />• REBAR PER ASTM A615 GRADE 60 <br />• PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION <br />• 7/32 INCH WIRE PER ASTM A510 <br />• MORTAR PER ASTM C270 TYPE M OR S <br />8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU <br />OF CONCRETE MASONRY UNITS. <br />9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 <br />AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. <br />03-0605.05 AND 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 <br />ACCORDANCE 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 WITH THE FOLLOWING EQUATION: <br />APPLIED VERTICAL LOAD SAFE <br />VERTICAL LOAD <br />+ APPLIED HORIZONTAL LOAD < 1.0 <br />SAFE HORIZONTAL LOAD - <br />8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE <br />LOAD FROM NEXT LOWER HEIGHT. <br />9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM <br />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 <br />REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" <br />LINTEL TYPE BF32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% <br />REDUCTION => 6472 (.85) = 5501 PLF <br />SAFE LOAD TABLES <br />For Gravity, Uplift & Lateral Loads <br />CAST-CRETE <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8U8 <br />8F8.08 <br />8F12-0B <br />8F16-08 <br />8F20-0B <br />8F24-OB <br />8F28-OB <br />8F32-OB <br />0-16 <br />8F12-1B <br />8F16-1B <br />00-16 <br />8F24•IB <br />8F28-1B <br />8F32-1B <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 />3069 <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 />4890 <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 />2189 <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 />3090 <br />5365 <br />7547 (36) <br />7342 (19) <br />8733 (19) <br />10127 (19) <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 />7181 (19)1 <br />8328 (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 3 <br />8825 14) <br />T-6" (90") PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />2205 <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 3 <br />6390 4 <br />10'-6" (126") PRECAST <br />475 <br />535 <br />890 <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <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 />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 />337 <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 />2630 <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 />NR458 <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 />NR300 <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 />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 />24'4" (288") PRESTRESSED <br />N.R. <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 />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 />CAST-CRETE <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6.OB <br />BRF10.OB <br />8RF14-OB <br />8RF18-0B <br />8RF22.OB <br />8RF26-OB <br />8RF30-OB <br />8�.1B <br />8RF10.1B <br />8RF14-1B <br />8RF18-IB <br />8RF22.1B <br />8RF26-IB <br />8RF30-13 <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 />1 6639 <br />8060 <br />1 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 />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 (19) <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 (32) <br />7'-6" (90") PRECAST <br />669 <br />755 <br />1490 <br />2459 <br />3776 <br />5743 <br />7239 <br />5623 <br />755 <br />1490 <br />2459 <br />3776 <br />5743 <br />8998 19 <br />10893 48 <br />9'-8" (116") PRECAST <br />411 <br />466 <br />999 <br />1568 <br />2253 <br />3129 <br />4091 <br />3146 <br />526 <br />999 <br />1568 <br />2253 <br />3129 <br />4150 <br />5891 4 <br />SAFE LATERAL LOADS FOR <br />R" PRFCAST A PRFSTRFSSFD 11-LINTELS <br />CAS*-CRETE <br />SAFE LOAD <br />PLF <br />TYPE <br />LENGTH <br />8U8 <br />8F8 <br />REIN*. <br />CMU <br />2'-10" (34") PRECAST <br />1293 <br />1642 <br />2135 <br />3'-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 />V-10" (70") PRECAST <br />340 <br />339 <br />607 <br />6'-6" (78") PRECAST <br />507 <br />721 <br />483 <br />7-6" (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 />14'4' (176") PRESTRESSED <br />N.R. <br />284 <br />89 <br />15'-4" (184") 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" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />CAST-CRETE <br />SAFE LOAD <br />PLF <br />LENGTH <br />TYPE <br />8RU6 <br />8RF6 <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 />1249 <br />5'-8" <br />(68") <br />PRECAST <br />408 <br />407 <br />734 <br />T-10" (70") <br />PRECAST <br />382 <br />381 <br />687 <br />6'-8" <br />(80") <br />PRECAST <br />595 <br />788 <br />510 <br />T-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 />4A3T-4cRETE <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8F81T <br />8F121T <br />8F16 iT <br />8F201T <br />8F241T <br />8F28 iT <br />8F32 iT <br />8F8-2T <br />8F12-2T <br />8F16-2T <br />8F20-2T <br />8F24-2T <br />8F28-2T <br />8F32.2T <br />2'40" (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 />3'-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") PRECAST <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 />T-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 />4498 <br />6'-6" (78") PRECAST <br />835 (12) <br />1340 <br />1880 <br />2419 <br />2959 <br />1 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) <br />1021 <br />1634(12) <br />210 11) <br />2571(10) <br />3039 (10) <br />3508 (9) <br />727 <br />1166 <br />1634 <br />1 2102 <br />2571 <br />3039 <br />3508 <br />9'4" (112") PRECAST <br />591 <br />680 <br />113115) <br />1471(15) <br />181XIq <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 />1 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 (15) <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 14 <br />1141(14) <br />1321 (14 <br />428 <br />455 <br />770 <br />1145 <br />1444 <br />1718 <br />1993 <br />14'-0" (168") PRECAST <br />384 15) <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 8 <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 (14) <br />1129 (14) <br />246 <br />390 <br />655 <br />968 <br />1324 8 <br />162�11 <br />1874(11) <br />15'-4" (184") PRESTRESSED <br />224 <br />302 <br />485 13 <br />626 13 <br />767 13 <br />909 (13 <br />1052 (13 <br />230 <br />364 <br />609 <br />897 <br />1224 8 <br />1562 (14 <br />1801 14 <br />17'-4" (208") PRESTRESSED <br />187 <br />255 <br />404 12 <br />520 12 <br />637 (12) <br />(12) <br />872 (12 <br />192 <br />303 <br />500 <br />732 <br />993 8 <br />1268 (14) <br />1470 14 <br />19'-4" (232") PRESTRESSED <br />162 <br />222 <br />347(11) <br />446 11 <br />A 12 <br />W (12) <br />746(12 <br />166 <br />261 <br />424 <br />616 <br />831 (8) <br />1057 (14) <br />1225 (14) <br />21'-4" (256") PRESTRESSED <br />142 <br />198 <br />30611) <br />39311 <br />48011 <br />56711 <br />654(11 <br />142 <br />1 230 <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 />37811 <br />461 10 <br />545(11)1 <br />629(il <br />137 <br />221 <br />354 <br />508 <br />681 7 <br />861(13)1 <br />997(13 <br />24'-0" (288") PRESTRESSED <br />124 <br />175 <br />267 10) <br />341 10 <br />416 10) <br />491 10 <br />566 (10 <br />124 <br />200 <br />316 <br />450 <br />600 <br />756(12), <br />87513 <br />(#) THE NUMBERS IN 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 />CAST-CRETE <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RF61T <br />8RF10 iT <br />8RF14 iT <br />8RF181T <br />8RFZ2 iT <br />SRF26 iT <br />8RF301T <br />8RF6.2T <br />8RF10-2T <br />8RF14.2T <br />8RF18.2T <br />BRF22-2T <br />8RF26.2T <br />8RF30.2T <br />4'-4" (52") PRECAST <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") PRECAST <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 />T-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 />1 967 <br />1462 <br />1952 <br />2442 <br />2931 <br />3421 <br />9'-8" (116") PRECAST <br />395 <br />1 491 <br />93112) <br />IMP <br />1640(15)1 <br />1980(15) <br />2322 (16 <br />395 <br />1 589 <br />1135 <br />1514 <br />1893 <br />1 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 />c ) <br />UNIT '2386- 1ST FLOOR PLAN <br />1 /411 = 1'-0" <br />O <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION AT ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />LINTEL SCHEDULE <br />r8FF16�-1Bj)01T <br />a-<� <br />�_ - <br />- c - c <br />� O G00° o T00 <br />8F16-1B/1T 8RF14-1B/0T <br />O O <br />p= - <br />p= - <br />L <br />r - <br />:o - <br />uo8" PRECAST LINTEL W/ (1� #5 HOR CONT <br />�' BAR & (2) COURSES OF 8' K.O. BLOCKS <br />W/ (1) #5 CONT HOR BAR IN EACH - <br />0 o ALL GROUT FILLED <br />O <br />ALTERNATE POWERS STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />° 1-1/2" CLEAR <br />C.M.U. <br />G - <br />wUzwtw- 6 #SREBARAT <br />ouj 0 z° BOTTOM MIN. (1) <br />LL cJ O •• REQ'D <br />0 LL (j m N <br />z¢ o w ° 16 GAUGE POWERS <br />in a 0 " ° STEEL BOXED <br />� a LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF <br />NOTED ON LINTEL PLAN <br />1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION <br />2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO <br />PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS <br />3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR <br />REPAIR <br />4. LINTEL DEPTH 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 />1-1/2" CLEAR <br />C.M.U. <br />_I <br />Z F- GROUT <br />00 z w_ #5 REBAR AT BOTTOM <br />o OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />7-5/8 PROVIDED IN LINTEL <br />ACTUAL (VARIES) <br />8 NOMINAL WIDTH <br />TYPE DESIGNATION <br />F = FILLED WITH GROUT / U = UNFILLED <br />RE=RECESSED & FILLED <br />QUANTITY OF #5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />8F16-1B/1T <br />NOMINAL WIDTH QUANTITY OF #5 <br />NOMINAL HEIGHT <br />REBAR AT TOP <br />U) <br />E- U <br />w <br />w <br />WQ <br />u- <br />U) <br />o <br />N <br />wa-< <br />5; 0 <br />= <br />z o <br />N <br />NW <br />`. <br />O <br />- ^� <br />af m <br />A <br />' <br />-O�z <br />r w <br />=F-ZD <br />O U) <br />� C, w <br />z <br />LL D <br />W <br />(J,�q a <br />acy <br />W <br />wpi-O <br />Ln <br />:t <br />LU <br />=0�m <br />�� <br />Q <br />E <br />o> <br />L *= '0 O <br />W <br />0 iM N 0 <br />N 7 <br />N V �° W M <br />/• t CO_j"- <br />00 <br />_O <br />OLLo Q <br />� <br />•N w 0-N <br />co E co <br />CD <br />V, <br />WW <br />(' W <br />w <br />ULLj � <br />WP w w2O0 <br />WQ zr of Z <br />�o�-JU)��Y0�O00'ULL UO <br />Q <br />?xJZWOZmQo�a�c3�� <br />On� <br />cyU)0ZOLL00ED <br />>U'O nwwUixw¢� <br />_J <br />OZ <br />LL <br />YZO�wW w <br />~QQOUZ <br />¢Ow w 6 <br />WOOLLc/) <br />2 0 Q <br />OW O¢Q <br />LL ¢ O LL <br />O <br />CV <br />Z <br />0� <br />O <br />_> <br />O <br />co O <br />Q M LO <br />Q- <br />U) LL <br />QwQL? <br />0 a cM <br /><Ua00 <br />Z f- <br />W <br />> <br />W <br />J� <br />O <br />(D <br />Q0 <br />0 <br />N <br />I <br />Cn <br />N <br />4 <br />O <br />O <br />O <br />L J <br />O <br />Z Z <br />ZO <br />IN <br />www> <br />Q <br />Uo�o <br />a)J <br />F- <br />W <br />W � a <br />Cn <br />LL <br />z <br />F- <br />w 0 <br />I- = Z <br />a <br />r=� <br />v <br />O � J <br />Z <br />(� <br />V <br />� Z � <br />^ <br />CL <br />Z Z D- <br />N <br />W 0 <br />OJ�z <br />Q <br />Q ro <br />ULzz <br />z N <br />a:QO <br />Z <br />U <br />U <br />� <br />0 <br />m <br />S11- <br />z <br />z <br />2386 <br />w <br />J <br />a <br />04 <br />0 <br />LAST PLOT DATE <br />O <br />STRUCTURAL <br />-J <br />DETAILS <br />