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IENGINEERING I <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 />IMATERIALS <br />• F'C 8" PRECAST LINTELS = 3500 PSI - CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH <br />• F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM 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 W1 MAXIMUM - PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION <br />3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. 9 7132 INCH WIRE PER ASTM A61 0 <br />- 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 WITH ARCHITECTURAL <br />AND/OR STRUCTURAL DRAWINGS, <br />4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT <br />ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND <br />GROUTING. <br />5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, <br />EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" <br />MEET OR EXCEED L11 80. <br />6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF <br />LINTEL CAVITY. <br />7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM <br />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 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 />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 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA <br />NOS. 03-0605.05 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 />THECOMBINED LOADING WITH 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^=1449471111 <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8U8 <br />8F8-1B <br />8F12-1B <br />8F16-1B <br />8F20-1 B <br />8F24-IB <br />8F28-IB <br />8F32-IB <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 />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 1 <br />5'-4" (64") PRECAST <br />1217 <br />1349 <br />1438 <br />1999 <br />2560 <br />3123 <br />3686 <br />4249 <br />- <br />1663 <br />3090 <br />5365 <br />7547 (36) <br />7342 (19)1 <br />8733 (19) <br />10127 (19) <br />6-10" (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) <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 (37) <br />8825 (14)1 <br />T-6" (90") PRECAST <br />743 <br />1011 <br />1729 <br />1 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 />Uu-+ <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 />052 <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 />-F4-0 <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 />- - <br />,IF71 <br />1 755 <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 />- <br />442 <br />706 <br />1002 <br />1 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 />N R <br />N R <br />N R <br />N R <br />N R <br />N R <br />N R <br />412 <br />710 <br />1250 <br />1733 <br />2058 <br />2320 <br />2513 <br />17'-4" (208") PRESTRESSED <br />N. R. <br />N R <br />N R <br />N R <br />N R <br />N R <br />N R <br />N R <br />-�0-0 <br />548 <br />950 <br />1 1326 <br />1609 <br />1 1849 <br />2047 <br />19'-4" (232") PRESTRESSED <br />N.R. <br />N R <br />N R <br />IN R <br />N R <br />N R <br />N R <br />N R <br />235 <br />420 <br />750 <br />1037 <br />1282 <br />1515 <br />1716 <br />21'-4" (256") PRESTRESSED <br />N�R� <br />N R <br />N R <br />N R <br />N R <br />N R <br />N R <br />N R <br />- _T <br />180 <br />340 <br />598 <br />845 <br />1114 <br />1359 <br />1468 <br />27-0" (264") PRESTRESSED <br />N. R, <br />N R <br />N R <br />N R <br />N R <br />NR <br />NR <br />NR <br />165 <br />315 <br />1 550 <br />784 <br />1047 <br />1 1285 <br />1399 <br />24'-0" (288") PRESTRESSED <br />N.R. <br />NR <br />NR <br />I NR <br />NR <br />NR <br />NR <br />NR <br />--�-29 <br />250 <br />1 450 <br />654 <br />884 <br />1 1092 <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 />4C^=_44qVI% <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6-IB <br />8RF10-1B <br />8RF14-IB <br />8RF18-1B <br />8RF22-IB <br />8RF26-IB <br />8RF30-1 B <br />4'-4" (52") PRECAST <br />16,35 <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 />- <br />1756 <br />- <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 />2481 <br />4567 <br />6389 <br />8060 (34) <br />7917(19) <br />9311(19) <br />6-10" (70") PRECAST <br />810 <br />859 <br />1653 <br />1600 <br />2124 <br />2649 <br />3174 <br />3700 <br />7113 <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 />-63-11 <br />1825 <br />3120 <br />1 5048 <br />7915 <br />1 9479 <br />10893 (32) <br />T-6" (90") PRECAST <br />66�9 <br />755 <br />1 1490 <br />2459 <br />3776 <br />5743 <br />7239 <br />5623 <br />755 <br />1 1490 <br />2459 <br />3776 " <br />5743 <br />8998 (19) <br />EKii� <br />9'-8" (116") PRECAST <br />411 <br />466 <br />1 999 <br />1568 <br />2253 <br />3129 <br />4091 <br />3146 <br />1 526 <br />1 999 <br />1568 <br />2253 <br />3129 <br />4150 <br />5891 (47) <br />SAFE LATERAL LOADS FOR <br />R" PRPrART 9 PRF.;TRF:.q.;P:n t W INTFIR <br />4^ZT .4094IT41 <br />SAFELOAD <br />PLF <br />TYPE <br />LENGTH <br />8U8 <br />81`8 <br />REINF. <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 1 <br />64" (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 />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 />173 <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 />164" (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 />24'-0" (288") PRESTRESSED <br />N. R. <br />91 <br />* SEE NOTE 18 <br />SAFE LATERAL LOADS FOR <br />A" PPF(A.qT wl 9" PFrp.q.q nnnR 11-1 INTFIR <br />4^zr_41x*T* <br />SAFE LOAD <br />PLF <br />P <br />LENGTH <br />8RU6 <br />8RF6 <br />REINF. <br />CMU* <br />4'-4" (52") PRECAST <br />758 <br />757 <br />1365 <br />4'-6" (54") PRECAST <br />694 <br />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 />1 370 <br />490 <br />1 227 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4^WP-094" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8F8-2T <br />8FI2-2T <br />8F16-2T <br />8F20-2T <br />8F24-2T <br />8F28-2T <br />8F372-T <br />2'-10" (34") PRECASI <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") PRECAO 1 <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 />1 5077 <br />5861 <br />54" (64") PRECAST <br />1016 <br />1632 <br />2290 <br />1 2949 <br />3607 <br />1 4265 <br />4924 <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />6-10" (70") PRECAST <br />909 <br />1492 <br />2093 <br />2 94 <br />3295 <br />3 97 <br />4 <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 />1 4038 <br />835 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />T-13" (90") PRECAST <br />727 (23) <br />1021 <br />1634(12)1 <br />210411) <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 />181 15 <br />215 16 <br />(15) <br />591 <br />851 <br />1326 <br />1705 <br />2084 <br />1 2463 <br />2842 1 <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 />1 T-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 />9 <br />23169 <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 />1 1649 <br />1948 <br />... <br />1 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 />1 455 <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 />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 />164" (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 />= <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)1 <br />546 (12) <br />646 (12) <br />746(12 <br />166 <br />261 <br />424 <br />616 <br />1 831 (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 />508 <br />997(13) <br />24'-0" (288") PRESTRESSED <br />124 <br />1 175 <br />267 (10)1 <br />341 (10) <br />416 (10)1 <br />491 (10)1 <br />566 (10) <br />124 <br />1 20 <br />316 <br />1 450 <br />1 600 (7)l <br />756(1211 <br />875(13) <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 wl 2" RECESS DOOR U-LINTELS <br /><^ZT-4494" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RF6-2T <br />8RF10-2T <br />BRF14-2T <br />8RF18-2T <br />RF22-2T <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 />6-8" (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 1 <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 />T- 11 (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 />29 <br />21 <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 />1 395 <br />589 <br />1135 <br />1514 <br />1 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 />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 />> <br />0 - <br />> > <br />OU0 0 <br />8F24-1 B/OT 8F16-1B/1T 8RF14-IB/OT 8F8-1 B <br />(D <br />'110- <br />0- <br />> <br />?�'� H� <br />8" PRECAST LINTEL W1 (1) #5 HOR CONT <br />BAR & (2) COURSES OF 8" K.O. BLOCKS <br />W/ (1) #5 CONT HOR BAR IN EACH - <br />ALL GROUT FILLED <br />0 <br />ALTERNATE POWERS STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />441-1/2" CLEAR <br />C. M. U. <br />co U) x <br />0 <br />C/) 0 M 04 1: <br />F- U) F- ()� CD -4 <br />IL U.1 L6 - z-#5 REBAR AT <br />Uj () 0 LU - U) <br />a LU . 3: 3: - BOTTOM MIN. 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