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IENGINEERING I <br />SPECIFICATIONS <br />I PRODUCT DESCRIPTIO <br />HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. <br />IMATERIALS <br />• F'C 8" PRECAST LINTELS = 3500 PSI <br />• F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI <br />• F'C 4" PRECAST LINTELS = 3000 PSI <br />• GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM <br />3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. <br />IGENERAL 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 ACCOMMODATE VERTICAL CELL <br />REINFORCING AND GROUTING. <br />5. ALL LINTELS MEET OR EXCEED U360 VERTICAL <br />DEFLECTION, EXCEPT LINTELS IT-4" AND LONGER WITH A <br />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 THE <br />BOTTOM STEEL FOR MECHANICAL ANCHORAGE. <br />ISAFE LOAD TABLE NOT <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 EVALUATE 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 />• CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH <br />MINIMUM NET AREA COMPRESSIVE STRENGTH = 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 A51 0 <br />• MORTAR PER ASTM C270 TYPE M OR S <br />8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN <br />LIEU OF CONCRETE MASONRY UNITS, <br />9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI <br />318 AND ACI 530 <br />10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 <br />AND 03-0605.04 <br />11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR <br />CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO <br />APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED <br />COATING. <br />12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR <br />UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR <br />THE COMBINED LOADING NTH THE FOLLOWING EQUATION: <br />APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD � 1. 0 <br />SAFE VERTICAL LOAD 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 <br />PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. <br />EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD <br />6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF <br />SAFE LOAD TABLES <br />For Gravity, Uplift & Lateral Loads <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />�4'lmnr4' <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />8U8 <br />81`8-013 <br />81`12-013 <br />81`16-013 <br />8F20-08 <br />04-08 <br />8F28-OB <br />BF32-OB <br />8F8-1B <br />8F12-1B <br />81`16-113 <br />8F20-1B <br />8F24-1B <br />81`28-113 <br />8F32-1 B <br />2'-10" (34") PRECAST <br />2231 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />- <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />3'-6" (42") PRECAST <br />2231 <br />3069 <br />3719 <br />5163 <br />6607 <br />8054 <br />9502 <br />f 0-9 5-1 <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 />_T693 <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 />;Fj -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 />3090 <br />5365 <br />1 7547 (36) <br />7342 (19)1 <br />8733 (L91 <br />10127 (19) <br />V-1 0" (70") PRECAST <br />1062 <br />1105 <br />1173 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />_�451 <br />2622 <br />4360 <br />7168 (45 <br />6036 (19 <br />7181 (19 <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 />1 21 7 <br />3480 <br />5381 <br />8360 <br />10394 (37 <br />li��:H <br />7'-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 (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 <br />643 <br />1052 <br />1533 <br />2093 <br />2781 <br />W3 (38 <br />]E]i� <br />11'-4" (136") PRECAST <br />362 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />1 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 />1 2316 <br />2883 <br />14'-0" (168") PRECAST <br />279 <br />424 <br />1 706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />442 <br />1 706 <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 />t4-R- <br />458 <br />783 <br />1370 <br />1902 <br />2245 <br />2517 <br />712 <br />15'-4" (184") PRESTRESSED <br />N.R. <br />N R <br />N R <br />NR <br />NR <br />N R <br />N R <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 />N R <br />NR <br />N R <br />NR <br />300 <br />548 <br />1 950 <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'-0" (288") PRESTRESSED <br />1 <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 wl 2" RECESS DOOR U-LINTELS <br />'4^zr.4'mwm <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6-OB <br />BRF10-OB <br />8RF14-OB <br />8RF18-OB <br />8RF22-OB <br />8RF26-OB <br />8RF30-OB <br />8RF6 -113 <br />8RF10 -1B <br />8RF14 -113 <br />8RF18 -113 <br />8RF22 -113 <br />BRF26 -113 <br />8RF30 -113 <br />4'-4" (52") PRECAST <br />11635 <br />1749 <br />3355 <br />3280 <br />4349 <br />5421 <br />6493 ' <br />�56_7 <br />- <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 />1 1756 <br />3699 <br />5206 <br />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 />9311(19). <br />6-10" (70") PRECAST <br />810 <br />859 <br />1653 <br />1600 <br />2124 <br />2649 <br />_ILL2) <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 />1 901 <br />1825 <br />3120 <br />5048 <br />7915 <br />1 9479 <br />10893 (32) <br />7'-6" (90") PRECAST <br />669 <br />755 <br />1490 <br />2459 <br />1 3776 <br />5743 <br />7239 <br />5623 <br />755 <br />1490 <br />2459 <br />3776 <br />5743 <br />8998 (19)110893 <br />(481 <br />9'-8" (116") PRECAST <br />411 <br />466 <br />999 <br />1568 <br />2253 <br />3129 <br />4091 <br />1 3146 <br />526 <br />999 <br />1568 <br />2253 <br />3129 <br />4150 <br />1-991 (47) <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS <br />4^wP4c~m <br />SAFE LOAD <br />PLF <br />TYPE <br />LENGTH <br />BU8 <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 />6-10" (70") PRECAST <br />340 <br />339 <br />607 <br />6'-6" (78") PRECAST <br />507 <br />721 <br />483 <br />, -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 />1 l'-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 1 <br />14'-B" (176") PRESTRESSED <br />N.R. <br />284 <br />89 <br />64" (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 />8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />4C^W-44WW <br />SAFE LOAD <br />PLF <br />T�YPE <br />LENGTH�� <br />8RU6 <br />8RF6 <br />REINF. <br />CMU* <br />4'-4" (52") PRECAST <br />758 <br />757 <br />1365 <br />-6" (54") PRECAST <br />694 <br />1 693 <br />1249 <br />5'-8" (68") PRECAST <br />408 <br />407 <br />734 <br />6-10" (70") PRECAST <br />382 <br />381 <br />687 <br />6'-8" (80") PRECAST <br />595 <br />788 <br />510 <br />T-6" (90") PRECAST <br />509 <br />674 <br />393 <br />9'-8" (116") PRECAST <br />370 <br />490 <br />1 <br />227 <br />- <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4c^wr_4*94" <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") PRECAS. <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 />1 4924 <br />7016 <br />1632 <br />2290 <br />2949 <br />1 3607 <br />4265 <br />1 4924 <br />6-10" (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 />3498 <br />4038 <br />835 <br />1 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 />21411) <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 />113415) <br />1471(15 <br />181115 <br />_LEJI� <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 />118�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 />1 l'-4" (136") PRECAST <br />474 <br />485 <br />798(15) <br />1034 (15) <br />1272(15) <br />1510 (15) <br />� <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 />212 <br />936 (14) <br />115105) <br />1366051 <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 />121804) <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 (1� <br />671_ 13 <br />823 (13) <br />976 (14) <br />1129(14) <br />i4 -6 <br />390 <br />655 <br />_. <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 />__T30 <br />364 <br />609 <br />897 <br />1224 (8) <br />1562(14) <br />1801(14) <br />17'-4" (208") PRESTRESSED <br />187 <br />1 255 <br />404 (12) <br />(12) <br />637 (12)1 <br />754 (12) <br />872 (12) <br />192 <br />303 <br />1 500 <br />__�20 <br />732 <br />993 (8) <br />1268(14)1 <br />1470 (14) <br />19'-4" (232") PRESTRESSED <br />162 <br />222 <br />347(11) <br />446(11 <br />546 (12 <br />646 (12) <br />74602) <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 />306(11) <br />393(11) <br />480(11) <br />567(11) <br />654(11) <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(11) <br />629(11) <br />137 <br />221 <br />354 <br />1 508 <br />681 (7) <br />861(13) <br />997(13) <br />24'-0" (288") PRESTRESSED <br />1 <br />124 <br />175 <br />267 (10)1 <br />, <br />341 (101 <br />416 (10) <br />491 (10 <br />566 (10) <br />124 <br />200 <br />316 <br />1 450 <br />600 (7) <br />756(12) <br />875(13)1 <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 />41CANP-Own <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RF6-1T <br />8RF10-1T <br />8RF14-1T <br />8RF18-1T <br />BRF22-IT <br />8RF26-1T <br />8RF3G-1T <br />8RF6 -2T <br />8RF1 0 -2T <br />8RF14 -2T <br />8RF18 -2T <br />8RF22 -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 />1 2525 <br />3374 <br />1 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 />6-10" (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") PRECAM <br />570 <br />1012 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 <br />570 <br />1097 <br />1651 <br />2204 <br />1 2758 <br />3312 <br />3865 <br />T-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 1 <br />91-8" (116") PRECAST <br />395 <br />491 <br />931(12) <br />1301(15) <br />(15)1 <br />1980(15 1 <br />1 <br />2322 �1611 <br />395 <br />1 589 <br />1135 <br />1514 <br />__1640 <br />1893 <br />1 2272 <br />2652 1 <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 />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION AT ALL LOCATIONS <br />UNLESS NOTED OTHERWISE AT <br />OPENING LOCATION <br />LINTEL SCHEDULE <br />NOTE: <br />REFER TO FLOOR PLANS AND EXTERIOR <br />ELEVATIONS FOR OPENING HEAD HEIGHTS <br />8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T 8F8-1 B <br /><D Q 0 0 1 <br />> Ab <br />> <br />OU0 <br />8F12-0B/1T <br />0 <br />8" PRECAST LINTEL W/ (1�' #5 HOR CONT <br />BAR & (2) COURSES OF 8 - K.O. BLOCKS <br />W/ ( #5 CONT HOR BAR IN EACH - <br />ALLUOUT FILLED <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 />c/) U) x <br />0- <br />m w 0 ca "0' <br />E U) R 0� cp <br />Lu LLJ LO #5 RE BAR AT <br />C-) fj U) 4 <br />cui I= j . BOTTOM MIN. (1) <br />W_ a 0 0 Lu <br />�Z_ REQ'D <br />16 GAUGE <br />UJ <br />Z uj <br />b, CC F<- Uj <br />U) F- t L POWERS STEEL <br />LO U) <br />U) P_ z BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF <br />NOTED ON LINTEL PLAN <br />REFER TO MANUFACTURER'S SPECIFICATIONS FOR <br />INSTALLATION. <br />CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO <br />PREVENT RUSTING. REFER TO MANUFACTURERS SPECIFICATIONS <br />IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL <br />FOR REPAIR. <br />LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED <br />TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />< <br />0 < F- C.M.U. <br />Z 1: <br />� S2 <br />0 Lu --GROUT <br />00 z <br />'�?5 = #5 REBAR AT BOTTOM <br />u� <br />OF LINTEL CAVITY <br />0 <br />- 7-5/8" BOTTOM REINFORCING <br />ArTI PROVIDED IN LINTEL <br />(VARIES) <br />8" NOMINAL WIDTH <br />TYPE DESIGNATION <br />F = FILLED WITH GROUT <br />U = UNFILLED <br />RE=RECESSED & FILLED <br />QUANTITY OF #5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />81-16-1BMT <br />NOMINAL VADTHL]I QUANTITY OF #5 <br />NOMINAL HEIGHT REBAR AT TOP <br />�D <br />1ST FLOOR LINTEL PLAN (ELEVATION B' <br />3/1611 = 1 1-011 <br />0 <br />LO <br />00 <br />00 Ln <br />n' <br />U. <br />< <br />voi% w <br />0 <br />w <br />w <br />0 <br />z <br />V) E <br />> Q C14 0 <br />co <br />V) . <br />co 2 <br />4- u <br />V) C'O <br />E <br />-2 0 2 <br />0 LL­ a <br />u <br />0 <br />U C)L'lt <br />Lu CN C <br />co <br />0 �2 .2) <br />7C) a C1 co a) <br />CL <br />LLJ 0 <br />LLJ LU _j Lu 2 �_ 0 <br />Lu Lu mm_i z <br />0 W 0 < < <br />_j 0 3: x U) LL C-) 0 0 _j 0 <br />cj) 0 L.L _j - <br />0 <ax- w OZ20 I.- <br />Q 0 0 '-0j 0 z <br />0 U) of 9 ZO U_ LOL R 0 Z 0 <br />U) Lu LU V5 Z Lu 55 x <br />CL w Lu I.- x < 0 <br />0 0 0 (L z y 0 z z LL 0 LU Q _j <br />c') 0 z � < Lu V5 Lu Z (L <br />LL < 0 Lu m � I.- - a Lu 23 C-) < <br />0 W z < <br />< <br />LL < 0 LL <br />C) <br />0 <br />z CN <br />Lu <br />LD <br />I-V) <br />> co c) <br />(0 c) <br />m a <br /><Ce) r*�_ <br />wof _j L0 <br />U) LL Iq <br />U) r-_ <br />LLJ U? <br />W or) <br />z 00 <br />Z C) F_ <br />z <br />w <br />C) <br />0 <br />(0 <br />co C, <br />w N C'14 C-4 <br />C) z <br />0 <br />a CD 0 0 <br />LO > c'i 0i 'i 6 w <br />LO 'qt <br />I <br />00 <Z <br />LLI <br />z(f) <br />0 w zz <br />coo <br />w - <br />0 00u) <br />z 5; <br />awc <br />LO 0 or< <br />z (L <br />< T-i F_ w < <br />WL- <br />W F, <br />� LIJ <br />F_ <br />0 F- 1.- 2 <br />0-no <br />1711-4 W zz)-m <br />>. >_ m U) <br />w < F- =) <br />0- N�m <br />00 0 z'0 <br />C) < :5 M Q� <br />Z L.L <br />z z <br />z <br />0 L) :� <br />0 <br />z <br />z S1 1 u0'j <br />W C) <br />> 0 LAST PLOT DATE <br />Z9 a ApH14,2023 <br />0 STRUCTURAL <br />.j DETAILS B <br />L-- - - - - - - - - - - - - --- <br />(D 0 <br />1ST FLOOR LINTEL PLAN (ELEVATION B' <br />3/1611 = 1 1-011 <br />0 <br />LO <br />00 <br />00 Ln <br />n' <br />U. <br />< <br />voi% w <br />0 <br />w <br />w <br />0 <br />z <br />V) E <br />> Q C14 0 <br />co <br />V) . <br />co 2 <br />4- u <br />V) C'O <br />E <br />-2 0 2 <br />0 LL­ a <br />u <br />0 <br />U C)L'lt <br />Lu CN C <br />co <br />0 �2 .2) <br />7C) a C1 co a) <br />CL <br />LLJ 0 <br />LLJ LU _j Lu 2 �_ 0 <br />Lu Lu mm_i z <br />0 W 0 < < <br />_j 0 3: x U) LL C-) 0 0 _j 0 <br />cj) 0 L.L _j - <br />0 <ax- w OZ20 I.- <br />Q 0 0 '-0j 0 z <br />0 U) of 9 ZO U_ LOL R 0 Z 0 <br />U) Lu LU V5 Z Lu 55 x <br />CL w Lu I.- x < 0 <br />0 0 0 (L z y 0 z z LL 0 LU Q _j <br />c') 0 z � < Lu V5 Lu Z (L <br />LL < 0 Lu m � I.- - a Lu 23 C-) < <br />0 W z < <br />< <br />LL < 0 LL <br />C) <br />0 <br />z CN <br />Lu <br />LD <br />I-V) <br />> co c) <br />(0 c) <br />m a <br /><Ce) r*�_ <br />wof _j L0 <br />U) LL Iq <br />U) r-_ <br />LLJ U? <br />W or) <br />z 00 <br />Z C) F_ <br />z <br />w <br />C) <br />0 <br />(0 <br />co C, <br />w N C'14 C-4 <br />C) z <br />0 <br />a CD 0 0 <br />LO > c'i 0i 'i 6 w <br />LO 'qt <br />I <br />00 <Z <br />LLI <br />z(f) <br />0 w zz <br />coo <br />w - <br />0 00u) <br />z 5; <br />awc <br />LO 0 or< <br />z (L <br />< T-i F_ w < <br />WL- <br />W F, <br />� LIJ <br />F_ <br />0 F- 1.- 2 <br />0-no <br />1711-4 W zz)-m <br />>. >_ m U) <br />w < F- =) <br />0- N�m <br />00 0 z'0 <br />C) < :5 M Q� <br />Z L.L <br />z z <br />z <br />0 L) :� <br />0 <br />z <br />z S1 1 u0'j <br />W C) <br />> 0 LAST PLOT DATE <br />Z9 a ApH14,2023 <br />0 STRUCTURAL <br />.j DETAILS B <br />L-- - - - - - - - - - - - - --- <br />(D 0 <br />