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IENGINEERING I <br />SPECIFICATIONS <br />I PRODUCT DESCRIPTION 7 <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" PRESTRESSEC, 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 />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 U360 VERTICAL DEFLECTION, <br />EXCEPT LINTELS IT-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" <br />MEET OR EXCEED L/180. <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 />• 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 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 />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 BF32-1 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 />41111116714M" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8U8 <br />8F84B <br />8F12-0B <br />8F16-0B <br />8F20-OB <br />8F24-OB <br />8F28-OB <br />8F32-OB <br />BF8-1 B <br />8F12-1B <br />8F16-1B <br />8F20-1B <br />BF24-1 B <br />8F28-113 <br />81`32-1B <br />Z-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 />3'-6" (42") PRECAST <br />2231 <br />3069 <br />3719 <br />5163 <br />6607 <br />8054 <br />9502 <br />10951 <br />- <br />3069 <br />- <br />1 4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />4'-0" (48") PRECAST <br />1.7vv <br />2561 <br />2751 <br />3820 <br />1 4890 <br />5961 <br />1 7034 <br />8107 <br />2693 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />4'-6" (54") PRECAST <br />1969 <br />2110 <br />2931 <br />3753 <br />4576 <br />5400 <br />6224 <br />2189 <br />4375 <br />6113 <br />7547 L7) <br />8672 <br />10294 <br />11809 <br />64" (64") PRECAST <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 />= <br />6-10" (70") PRECAST <br />1062 <br />1105 <br />1173 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />- T4 5-1 <br />2622 <br />4360 <br />7168 (45) <br />6036 (19) <br />7181 (19 <br />8328 (20 <br />6-15" (78") PRECAST <br />908 <br />1238 <br />2177 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />- <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 />2205 <br />2698 <br />3191 <br />3686 <br />1011 <br />1 29 <br />2661 <br />3898 <br />5681 <br />8467 (4) <br />� <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 />1 U-15" (126") PRECAST <br />475 <br />535 <br />890 <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />-74-3- <br />1052 <br />1533 <br />2093 <br />2781 <br />3643 (38) <br />4754 (45) <br />11-4- (136") PRECAST <br />QW4 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />582 <br />1 945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'-0" (144") PRECAST <br />337 <br />540 <br />1 873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />540 <br />1 873 <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 />�4-2- <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 />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 />NR <br />N R <br />N R <br />N R <br />N R <br />N R <br />N R <br />300 <br />548 <br />950 <br />1326 <br />1609 <br />1849 <br />2047 <br />19-4' (232") PRESTRESSED <br />NR <br />NR <br />N R <br />N R <br />N R <br />N R <br />N R <br />235 <br />1 420 <br />750 <br />1037 <br />1282 <br />1515 <br />1716 <br />21--4" (256") PRESTRESSED <br />NR <br />N R <br />N R <br />N R <br />N R <br />N R <br />N R <br />180 <br />340 <br />598 <br />1 845 <br />1114 <br />1359 <br />1468 <br />22'-0" (264") PRESTRESSED <br />NR <br />N R <br />N R <br />N R <br />N R <br />N R <br />N R <br />165 <br />315 <br />550 <br />784 <br />1047 <br />1285 <br />1399 <br />24'-0" (288") PRESTRESSED <br />I <br />N.R. I-T29 <br />NR <br />N R <br />N R <br />N R <br />NR <br />NR <br />NR <br />1 250 <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 />4~11`44"M <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />_TYPE <br />LENGTH <br />8RU6 <br />8RF6-OB <br />8RF10-09 <br />8RF14-OB <br />8RF18-OB <br />8RF22-OB <br />8RF26-OB <br />8RF30-OB <br />8RF6-1B <br />8RF10-18 <br />8RF14-1B <br />8RF18-IB <br />BRF22-1 B <br />8RF26-IB <br />BRF30-1 B <br />4'-4" (52") PRECAST <br />1635 <br />1749 <br />3355 <br />3280 <br />4349 <br />5421 <br />6493 <br />7567 <br />- <br />7891 <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 />1 4946 <br />5924 <br />6904 <br />1756 <br />3699 <br />5206 <br />1 6639 <br />8060 <br />9479 <br />10893 <br />6-8" (68") PRECAST <br />ouv <br />920 <br />1770 <br />1716 <br />2277 <br />2839 <br />1 3402 <br />3966 <br />1167 <br />2481 <br />4567 <br />6389 <br />8060 (34) <br />7917(19) <br />9311(19) <br />5'-10" (70") PRECAST <br />1310 <br />859 <br />1653 <br />1600 <br />2124 <br />2649 <br />3174 <br />3700 1 <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 />----F <br />901 <br />1825 <br />3120 <br />5048 <br />7915 <br />9479 <br />10893 (32) <br />7'-6" (90") PRECAST <br />669 <br />1 <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 />41 1 <br />466 <br />999 <br />1568 <br />2253 <br />3129 <br />4091 <br />3146 <br />]47 <br />526 <br />999 <br />1568 <br />2253 <br />3129 <br />4150 <br />58191 <br />SAFE LATERAL LOADS FOR <br />8" PRFCAST & PRFSTRESSFD U-LINTFILS <br />4AW"C494" <br />SAFE LOAD <br />PLF <br />TYPE <br />LENGTH <br />8U8 <br />8F8 <br />REINF. <br />CMU* <br />2'-10" (34") PRECAST <br />12293 <br />1642 <br />2135 <br />3'-6" (42") PRECAST <br />1025 <br />1024 <br />1 1830 <br />4'-0" (48") PRECAST <br />765 <br />763 <br />1365 <br />4�-6" (54") PRECAST <br />592 <br />591 <br />1057 <br />64" (64") PRECAST <br />411 <br />411 <br />1 734 <br />6-110" (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 />1 U-15" (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 />Ell <br />13'-4" (160") PRECAST <br />217 <br />324 <br />1 <br />14--0" (168") PRECAST <br />205 <br />293 <br />1 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 1 <br />33 <br />* SEE NOTE 18 <br />SAFE LATERAL LOADS FOR <br />8" PRECAST wl 2" RECESS DOOR U-LINTELS <br />4~11,4494" <br />SAFE LOAD <br />PLF <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6 <br />REINF. <br />CMU* <br />4--4" (52") PRECAST <br />758 <br />757 <br />1365 <br />4 -U (54") PRECAST <br />694 <br />693 <br />1 1249 <br />6-8" (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 />9'-8" (116") PRECAST <br />370 <br />490 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4^xr-40"M <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8F8-1T <br />8F12-1T <br />81`16-1T <br />BF20-1 T <br />8F24-IT <br />8F28-IT <br />BF32-IT <br />8F8-2T <br />8F12-2T <br />8F16-2T <br />8F20-2T <br />8F24-2T <br />81`28-2T <br />8F32-2T <br />Z-10" (34") PRECAS. <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 />64" (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 />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 />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />T-15" (90") PRECAS. <br />727 (23) <br />1021 <br />163402) <br />210411)1 <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 />113q15 <br />1471(15) <br />181�15 <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 />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 />798(15), <br />103405) <br />127205). <br />1510(15) <br />1749 (15) <br />494 <br />599 <br />1028 <br />1422 <br />1738 <br />2053 <br />2369 1 <br />12'-0" (144") PRECAST <br />470 (9) <br />441 <br />723 (14) <br />936 (14) <br />1151(15) <br />1366(15) <br />1582 L5 <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 />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 />4 3 <br />1434 (8) <br />9 4 <br />1694 8 <br />6 <br />1954 (7 <br />14'-8" (176") PRESTRESSED <br />239 <br />323 <br />519 (13) <br />671 (13) <br />8 2 <br />823 (13) <br />3 <br />7 6 <br />976 14 <br />4 <br />1129(14 <br />246 <br />390 <br />655 <br />968 <br />3 2 4 <br />1324 (8) <br />1 6 2 <br />162 11 <br />1 <br />1874(il <br />164" (184") PRESTRESSED <br />224 <br />302 <br />485 (13) <br />626 (13) <br />76 7 <br />767 13 <br />13 <br />9 0 9 <br />909 13 <br />3 <br />1052 (13 <br />230 <br />364 <br />609 <br />897 <br />224 8 <br />1224 (8) <br />1562(14) <br />1 562 1 4 <br />1801(14 <br />17-4' (208") PRESTRESSED <br />187 <br />255 <br />404 (12), <br />520 12) <br />637 (12) <br />754 (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 />546 (121646 <br />(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 />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 />681 (7) <br />861(13) <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 />1 124 <br />200 <br />316 <br />450 <br />600 (7) <br />756(12) <br />87503) <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 />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RF6-1T <br />8RF10-1T <br />8RF14-1T <br />8RF18-IT <br />8RF22-1T <br />8RF26-IT <br />8RF30-1T <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") PRECASI <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") PRECASI <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 />6-15" (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 />7'-6" (90") PRECAST <br />506 <br />797 <br />1462(8) <br />1952 (7 <br />2442 (6) <br />2931 (6) <br />3257 <br />1 506 <br />967 <br />1462 <br />1952 <br />2442 <br />2931 <br />3421 <br />9'-8" (1116") PRECAST <br />395 <br />491 <br />931(12) <br />1301(15)1 <br />1640(15) <br />1980(15) <br />2322 (16 <br />1 395 <br />1 589 <br />11 5 <br />1 1514 <br />1 1893 <br />1 2272 <br />1 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 />�EFER TO FLOOR PLANS AND EXTERIOR <br />ELEVATIONS FOR OPENING HEAD HEIGHTS <br />> <br />< <br />0 - <br />> > > <br />% <br />P <br />0 0 <br />0-99 <br />8F24-1 B/OT 81`16-11311T 8RF14-1B/0T 8F8-1 B <br />(D 0 <br />1� , , 4 <br />0- <br />> <br />8" PRECAST LINTEL W/ (1�, #5 HOR CONT <br />BAR & (2) COURSES OF 8 K.O. BLOCKS <br />000 W/ ( #5 CONT HOR BAR IN EACH - <br />ALLUOUT FILLED <br />0 <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 />41 <br />x <br />0- <br />0 M "o <br />F- co 'D <br />LU 6 #5 REBAR AT <br />Uj 1�23 BOTTOM MIN. (1) <br />0� 0 0 lu <br />< 0- W �-- REQ'D <br />z <br />LU <br />Z UJ 16 GAUGE <br />�<- LU -4 <br />U) POWERS STEEL <br />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 />-1'2 <br />< <br />:5 < <br />F- K M C. M. U. <br />20 <br />L <br />0 W GROUT <br />60 z M <br />ZF5 = <br />L6 #5 REBAR AT BOTTOM <br />0 0 Lj� <br />F LINTEL CAVITY <br />0 0 <br />L 7-511" BOTTOM REINFORCING <br />ACTUAL' PROVIDED IN LINTEL <br />(VARIES) <br />8" NOMINAL WIDTH <br />TYPF DFSjQNaTIQN <br />-F = FILLED WITH GROUT <br />U = UNFILLED <br />RE=RECESSED & FILLED <br />QUANTITY OF # REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />8F16-1B/1T <br />NOMINAL WIDTH!� QUANTITY OF #5 <br />NOMINAL HEIGHT REBAR AT TOP <br />L ---------------- 1 0 <br />1ST FLOOR LINTEL PLAN (ELEVATION B <br />3/1611 = 11-011 <br />C� <br />MAR 0 4 2021 <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 />CN <br />04 <br />CD <br />LO <br />CD <br />00 <br />LO <br />< <br />I P� <br />LU <br />0 <br />W <br />W <br />0 <br />z <br />0 <br />LO F, E <br />> 0 N 0 <br />*= 00 <br />0 M - <br />M OR <br />n 2 <br />4- <br />Lr) <br />0 20 U CP <br />U -0 -0- 0 , <br />C: <br />E <br />0 U- < <br />1 -0 < <br />U C) -: , <br />UUj a 'IT <br />" C <br />cO E2 -9) <br />C) <br />CO <br />W W W <br />Ld C6 LLJ 0 1-- <br />W LU LU 2 1.- 0 <br />W it��Czix z <br />LL102 <2< < <br />x Z) - -j 0 LL 0 0 LOL -j <br />< < 0 <br />1-- F- <br />U) W <br /><(:Yx-j W <br />0 ZLLLL0-z200I.--1 <br />-j 0 <br />C3U)Ir99z0W00Mzn <br />Z I F- <br />0 0 <br />0 z <br />W <br />CL > W W W �W- 55 W <br />j(Daozyc zLL 0 <br />-�<-< W,<0KWz <br />0 M <br />C] (L <br />a. <br />LL <br />ow �Lu6p <br />< <br />0 j:) Z <br />LL 0 < <br />0 <br />z N <br />Uj <br />0 <br />W <br />> (0 q) <br />CD 0 <br />Q F-: M 0 <br />fr% Ce) r�- <br />WO <br />LO <br />-j <br />LL <br />z <br />LLJ L0 <br />W cyi <br />00 <br />z 0 <br />z <br />W <br />LLI <br />_j 0 <br />0 <br />(0 <br />00 <br />co <br />C14 <br />04 <br />C� <br />�C'4 <br />CD <br />C) <br />z <br />C) <br />0 <br />L0 <br />> <br />04 <br />C11 <br />'i <br />L6 <br />Cr <br />00 <br />Z F- <br />< Z <br />0 <br />LLI <br />z (1) <br />- z z <br />0 <br />c) <br />00 <br />() <br />I.- <br />Z) z <br />0 <br />0 LLJ <br />0�-o <br />z <br />xt=< <br />, a. <br />Lu�m <br />LLI <br />M-LU <br />0 <br />F- <br />r11-4 <br />W <br />O:D 0 <br />ZOM <br />W <br />>- <br />a. <br />>- = (D <br />< F- <br />CC) <br />0 <br />za�o <br />C:) <br />< <br />0 <br />LU W <br />Z LL <br />z <br />z <br />32 <br />z <br />2:2 <br />F- <br />0 L) <br />0 <br />z <br />S..1 1 <br />z <br />z <br />LU <br />W <br />c <br />> <br />LAST PLOT DATE <br />December 14, 2022 <br />Z 0 <br />j <br />STRUCTURAL DETAIL <br />E <br />B (LEFT) <br />