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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 • 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 W/ MAXIMUM • 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 />• 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 <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 L/360 VERTICAL <br />DEFLECTION, EXCEPT LINTELS 17'-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 />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 <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 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 />4As7'-4494"i <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />SUS <br />8F8-OB <br />8F12-0B <br />8F16-0B <br />8F20.OB <br />8F24-OB <br />8F28-OB <br />BF32.08 <br />78.1B <br />8F12.1B <br />81`16.2 <br />8F2C-1B <br />8F24-1B <br />8F28.113 <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 />1 7547 <br />8974 <br />1 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 />5'-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 <br />7'-6" (90") PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />1O11 <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 />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 />NR <br />458 <br />783 <br />1370 <br />1902 <br />2245 <br />2517 <br />2712 <br />164" (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 />IT-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'-0" (288") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />L NR <br />NR <br />NR <br />NR129 <br />250 1 <br />450 1 <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 />4Cftxr CR4" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6-OB <br />8RF10-OB <br />8RF14-OB <br />8RF18-OB <br />8RF22-OB <br />8RF26.OB <br />8RF30-OB <br />8RF6-1B <br />8RF10-1B <br />8RF14-1B <br />8RF18-1B <br />8RF22.1B <br />8RF26.1B <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 />1 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 />791719 <br />931119 <br />5'-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 />1 1825 <br />3120 <br />1 5048 <br />7915 <br />1 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 />1 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 />1 999 <br />1568 <br />2253 <br />3129 <br />4150 <br />5891 41 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS <br />C"7_*R4" <br />SAFELOAD <br />PLF <br />TYPE <br />LENGTH <br />8U8 <br />8F8 <br />REINF. <br />CMU* <br />(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 />753 <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 />5-10" (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 />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 />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 />4^W1'4C4IR4" <br />SAFE LOAD <br />PLF <br />LENGTH TYPE <br />8RU6 <br />8RF6 <br />EINF. <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 />5'-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 />227 <br />* SEE NOTE 18 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4AST-404" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8F8.1T <br />8F12.1T <br />8F16-1T <br />8F20-1T <br />8F24.1T <br />8F28.1T <br />8F32.1T <br />8F8-2T <br />8F12-2T <br />8F16.2T <br />8F20-2T <br />SF24.2T <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 />1 3547 <br />4569 <br />1 5591 <br />6613 <br />1 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 />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 />4498 <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 />7'-6" (90") PRECAST <br />127 23 <br />1021 <br />1634 12 <br />210211 <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 />147115 <br />181 15 <br />2152 16 <br />2494 15 <br />591 <br />851 <br />1 1326 <br />1705 <br />2084 <br />2463 <br />2842 <br />10'-6" (126") PRECAST <br />530 <br />552 <br />91415 <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 />11'4" (136") PRECAST <br />474 <br />485 <br />79815 <br />1034 15 <br />12212 <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 />936 14 <br />1151 15 <br />1366 15 <br />1582 15 <br />470 <br />543 <br />_ILL <br />928 <br />1349 <br />1649 <br />1948 <br />2247 <br />13'-4" (160") PRECAST <br />41815 <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 />11 <br />187411 <br />15'-4" (184") PRESTRESSED <br />224 <br />302 <br />485 13 <br />626 13 <br />13 <br />1052 13 <br />230 <br />364 <br />609 <br />897 <br />14 <br />W75412 <br />1801 14 <br />17' 4" (208") PRESTRESSED <br />187 <br />255 <br />404 12 <br />520 12 <br />12 <br />872 12192 <br />303 <br />500 <br />7328 <br />14 <br />1470 1419'-4" <br />(232") PRESTRESSED <br />162 <br />222 <br />34711 <br />44611 <br />12 <br />74612 <br />166 <br />261 <br />424 <br />616 <br />831 8 <br />105714 <br />1225 14 <br />21'-4" (256") PRESTRESSED <br />142 <br />198 <br />30611 <br />39311 <br />48011 <br />56711 <br />65411 <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 />37811 <br />461 10 <br />54511 <br />62911 <br />137 <br />221 <br />354 1 <br />508 1 <br />681 7 <br />86113 <br />99713 <br />24'-0" (288") PRESTRESSED <br />124 1 <br />175 <br />267 10 <br />341 10 <br />416 10 <br />491 10 <br />566 10 <br />124 1 <br />200 <br />316 1 <br />450 1 <br />600 7 <br />75612 <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 w/ 2" RECESS DOOR U-LINTELS <br />4CAiT-4CR4" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPF_ <br />LENGTH <br />8RF6.1T <br />8RF10-IT <br />8RF14-1T <br />8RF18-1T <br />8RF22-1T <br />8RF26-IT <br />8RF30.1T <br />8RF6.2T <br />8RF10.2T <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 />(54") PRECAST 4'-6" <br />867 <br />1675 <br />2525 <br />3374 <br />4224 <br />5074 <br />5924 <br />867 <br />1 1675 <br />2525 <br />1 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 />5'-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 />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 <br />9'-8" (116") PRECAST <br />395 <br />491 <br />93112 <br />1301 15 <br />164015 <br />198015 <br />2322 16 <br />395 1 <br />589 1 <br />1135 <br />1 1514 1 <br />1893 1 <br />2272 <br />2652 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />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 />r�- `n ° <br />> D > D 4 ° ✓ °'o °o °cDDC cc° c Ccc <br />8F16n16/1T 8RF14n-1 B/OT 8F8-1 B <br />�// <br />° 4 <br />> °D <br />0- <br />D <br />O °D <br />O . O <br />8F12-0B/1T <br />D c <br />C <br />Q <br />J <br />8" 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 />ALL GROUT FILLED <br />ALTERNATE POWERS STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />° 4 1-1/2" CLEAR <br />Q _ <br />C.M.U. <br />0 cn x 0 D <br />= cn m u> ° <br />O N <br />wV~w�� a #5REBAR AT <br />W U � =_ <br />BOTTOM MIN. (1) <br />a <br />�¢oaxz REQ'D <br />Q W- J J J <br />z Uj Q w 16 GAUGE <br />POWERS STEEL <br />LO <br />W [,- 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 MANUFACTURER'S 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 />z= <br />2Ow <br />Z <br />c c <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />C.M.U. <br />-GROUT <br />-#5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />ACTUAL (VARIES) <br />8" NOMINAL WIDTH <br />-F = FILLED WITH GROUT <br />U = UNFILLED <br />RE=RECESSED & FILLED <br />QUANTITY OF #5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />8F16-1 15/1 T <br />NOMINAL WIDTH) I QUANTITY OF #5 <br />NOMINAL HEIGHT REBAR AT TOP <br />CD <br />MAR 0 4 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />1ST FLOOR LINTEL PLAN (ELEVATION A' <br />3/ 1611 = 1 '-0" <br />N <br />N <br />O <br />N <br />co <br />CIO e u r. <br />Q}fir <br />w <br />Z <br />Q <br />�n/,) <br />O N 0 <br />UJ L C .p o U <br />M N ti <br />co <br />N <br />} <br />iD co U a <br />C <br />Y/ L U M <br />E <br />y� 0 0 <br />O - Q <br />U <br />-s <br />•N <br />w iZN <br />70 <br />>`. o E � <br />LLI < LLJ <br />OW (n W0 <br />LIJ <br />~W W�Q x �J�~YzW <br />Woo°o¢° <br />QaXJ° <br />U <br />z <br />oo�) U)WWoaWmZ= <br />�Z <br />OZ0-W <br />J <br />W = Q �0WZWOQ0�in ZQ <br />�p�QLL OW <br />0ZXQ <br />UQ 0 I-QW <br />O <br />O <br />Z N <br />OW <br />i (n O <br />C)��MO <br />J L0 <br />W IL <br />I` <br />z <br />lq <br />F -Wll,M <br />< <br />Z U <br />W <br />W <br />J O <br />O <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />OO <br />NO <br />N <br />f� <br />O <br />N <br />•- <br />O <br />N <br />M <br />ON <br />N <br />M <br />N <br />� <br />Q) <br />O <br />N <br />N <br />O <br />Z <br />C) <br />0 <br />0 <br />0 <br />0 <br />l <br />l <br />' <br />O <br />wN <br />> <br />o <br />0 <br />N <br />0 <br />M <br />0 <br />'q <br />o <br />I <br />I <br />' <br />CO <br />C <br />i <br />ZZ <br />COV <br />QZ <br />O <br />Zw <br />�--+ <br />+� <br />W <br />v <br />o z z <br />w00 <br />LoO <br />^O <br />i1 <br />t- <br />= Z 5; <br />OI._0 <br />Z <br />naa <br />a <br />T�I <br />.Ir <br />Q <br />w <br />m I-LU <br />(� <br />N <br />� <br />O <br />�Oz: <br />Li <br />. <br />Q <br />O <br />ZWO <br />O <br />U <br />wof <br />LL <br />Z <br />z <br />U <br />J <br />p <br />0- <br />_o <br />W <br />z <br />W <br />Z <br />W <br />LU <br />J <br />r <br />O <br />O <br />" <br />LAST PLOT DATE <br />• <br />December 1, 2022 <br />Z <br />O <br />J <br />STRUCTURAL <br />DETAILS A <br />