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IENGINEERING <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 />I MATERIALS I <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 FG = 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 ARCHITECTURAL AND/OR STRUCTURAL <br />DRAWINGS. <br />4. U-LINTELS ARE MANUFACTURED Wn-H 5-1/2 INCH LONG NOTCHES AT ENDS TO <br />ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. <br />S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND <br />LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L1180. <br />6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. <br />7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR <br />MECHANICAL ANCHORAGE. <br />8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE <br />MASONRY UNITS. <br />SAFE LOAD TABLE NOTE9 <br />1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS <br />FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 <br />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 DESIGNER BY PROVIDING <br />ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON <br />PAGE 4. <br />6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />• CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM <br />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 A510 <br />• MORTAR PER ASTM C270 TYPE M OR S <br />9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND <br />ACI 530 <br />10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND <br />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 ACCORDANCE <br />WITH ASTM C926 OR OTHER APPROVED COATING. <br />12. LINTIELS 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 <br />SAFE HORIZONTAL LOA <br />< 1.0 <br />7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING <br />THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. <br />8. FOR COMPOSrTE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. <br />9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM 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 REDUCTION FOR GRADE 40 FIELD <br />ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% <br />REDUCTION => 6472 (.85) = 5501 PLF <br />SAFE LOAD TABLES <br />For Gravity, Uplift & Lateral Loads <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8U8 <br />04--- <br />18F12-0B <br />8F16-0B <br />BF20-OB <br />8F24-OB <br />8F28-OB <br />8F32-OB <br />0-2 <br />1 8F12-1B <br />8F16-1B <br />8F20-lB <br />8F24-IB <br />8ff�ii- <br />-8F32-1B <br />2'-10" (34") PRECAST <br />2231 <br />3069 <br />4605 <br />6113 <br />-611- -3- <br />7547 <br />8974 <br />10394 <br />11809 <br />--iO-69 <br />-46-05 <br />7547 <br />8974 <br />10394 <br />-9-5T�- <br />11809 <br />3'-6" (42") PRECAST <br />2231 <br />3069 <br />3719 <br />5163 <br />6607 <br />8054-- <br />10951 <br />13069 <br />4605 <br />6113 <br />. 7547 <br />8974 <br />.10394 <br />11809 <br />4'-0" (48") PRECAST <br />1966 <br />2561 <br />2751 <br />38?�_ <br />14890 <br />5961 <br />7034 <br />8107 <br />2693 -F <br />-- <br />4605 <br />6 113 <br />1 �54?___ <br />8974 <br />10394 <br />11809 <br />4'-6" (54") PRECAST <br />1599 <br />1969 <br />2189 <br />2110 <br />2931 <br />13753 <br />4576 <br />5400 <br />6224 <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 />-- <br />1663 <br />-- <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 />1 2177 <br />4360 <br />7168 (45) <br />6036 (19 <br />7181 (19 <br />8328 (20) <br />6'-6" (78") PRECAST <br />908 <br />1238 <br />3480 <br />1 3031 <br />3707 <br />4383 <br />5061 <br />1238 <br />2177 <br />3480 <br />5381 <br />- <br />8360 <br />10394 (37) <br />8825 (11) <br />7'-6" (90") PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />- <br />1011 <br />--i-729 <br />-26-6i <br />3898 <br />5681 <br />8*7 (44)_6472 <br />15, <br />9'-4" (112") PRECAST <br />114 <br />699 <br />1160 <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />j-5-2 <br />1245 <br />1843 <br />25643486 <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 />1 1 52 <br />1533 <br />12093 <br />2781 <br />3643 (38) <br />- <br />4754 (45)1 <br />11-A" (136") PRECAST <br />J04 <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 />-1-83-8 <br />2805 <br />3552 <br />13'-4" (160") PRECAST <br />296 <br />471 <br />755 <br />1075 <br />14�-8- <br />2316 <br />2883 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />--- <br />2883 <br />14'-0" (168") PRECAST <br />279 <br />424 <br />706 <br />1002 <br />1326 <br />2127 <br />2630 1 <br />442 <br />706 <br />1002 <br />1326 <br />1-1697 <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 />458 <br />, 783 <br />1370 <br />- <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 />NR <br />300 <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 />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />180 <br />1 340 <br />598 <br />845 <br />1114 <br />1359 <br />1468 1 <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 />50 <br />784 <br />1G47 <br />1285 <br />9 <br />1399 <br />24--0- (288-) PRESTRESSED <br />I <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />-i-2-9 <br />-25-0- <br />450 <br />654 <br />884 <br />1092 <br />1222d <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 />1cAmr4~m---- <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENG;Ti�H-�----. <br />8RU6 <br />8RMB <br />BRF10-OB <br />8RF14-OB <br />iR-F-184�JWF2�4-- <br />BRF2RB <br />3RF30-0B <br />BRF&-IB <br />8RF10-1B <br />8RF14-IB <br />8RF18-1B <br />8RF22-18 <br />8RF26-1B <br />8RF30-IB <br />4'-4" (52") PRECAST <br />1635 <br />1749 <br />1-3-55 - <br />-K-80 <br />4349 <br />5421 <br />6493 <br />7567 <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 />6904 <br />1756. <br />3699 <br />5206 <br />6639 <br />..5924 <br />8060 <br />1 9479 - <br />10893 <br />T-8" (68") PRECAST <br />866 <br />06­1 <br />1770 <br />1716 <br />2277 <br />2839 <br />3402 <br />396-6-1 <br />1167 <br />2481 <br />4567 <br />- <br />6389 <br />9311(19) <br />V-10" (70") PRECAST <br />810 <br />859 <br />1653 <br />1600 <br />2124 <br />2649 <br />3174 <br />3700 - <br />- <br />1113 <br />2342 <br />4242 <br />6639 (10)8060 <br />(39) <br />7402 (19 <br />8706 (19 <br />6'-8" (80") PRECAST <br />797 <br />901 <br />1825 <br />3120 <br />15048 <br />7747 <br />9448 <br />7360 <br />901 <br />1 1825 <br />3120 <br />15048 <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 />* <br />1 5623 <br />755 <br />1490 <br />2459 <br />3776 <br />5743 <br />8998 (1 1 9] <br />T13 (4 8�) <br />9'-8" (116') PRECAST <br />411 <br />��466 <br />999 <br />1568 <br />2253 <br />3129 <br />4091 <br />3146 <br />526 <br />5 <br />999 <br />--i253F <br />1568 <br />3129 <br />4150 <br />SAFE LATERAL LOADS FOR <br />8" PRFCAST & PRFSTRFSSFD U-LINTFLS <br />1c^"-0V~m <br />SAFE LOAD <br />PLF <br />TYPE <br />LENGTH <br />8 UB <br />BF8 <br />REINF. <br />cMU* <br />2'-10" (34") PRECAST <br />1293 <br />1642 <br />2135 <br />a -0 k42") 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 />T-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 />20S <br />293 <br />98 <br />14'-8" (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" PRECJLST w/ 2" RECESS DOOR U-LINTELS <br />4c^=-4~m <br />SAFE LOAD <br />PLF <br />I FNr.TH ___�7E <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 />1 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 />7'-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 />4c^"-4^M <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8F8-1T <br />8F12-1T <br />8F16-1T <br />8F20-IT <br />8F24-1T <br />8F28-IT <br />8F32-IT <br />-jij:2-T <br />8F12-2T <br />8F16-2T <br />8F20-2T <br />8F2+2T <br />8F28-2T <br />8F32-2T <br />2'-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 />Y-6" (42") PRECAST <br />1569 <br />2524 <br />3547 <br />4569 <br />SS91 <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 />4924 <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />- <br />4265 <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 />6'-6" (78") PRECAST <br />835 (12 <br />1340 <br />1880 <br />2419 <br />2959 <br />.-.44.98- <br />3498 <br />4038 <br />835 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />7'-6" (90") PRECAST <br />727 (23) <br />1021 <br />1634 (12 <br />2102 (11) <br />2571(10)1 <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 />18IX15' <br />2152 (161 <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 (1 <br />530 <br />686 <br />1183 <br />1526 <br />1865 <br />2204 <br />2544 <br />11'-4" (136") PRECAST <br />474 <br />494 <br />485 <br />599 <br />798 5 <br />W1 <br />1034 (1 <br />1272 (151 <br />1510 (157 <br />21�h <br />1028 <br />1422 <br />1738 <br />2053 <br />2369 <br />12'-0" (144") PRECAST <br />470 (9) <br />441 <br />723 (1 <br />936 (14 <br />1151(15 <br />1366 (1 ' <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 (1 <br />783 (14 <br />962 (14 <br />ij2i (14' <br />428 <br />455 <br />770 <br />1145 <br />1444 <br />887 (14 <br />1718 <br />1993 <br />14'-0" (168") PRECAST <br />384 (15 <br />346 <br />559 (if� <br />723 (14: <br />1052 (14) <br />1218 (14' <br />410 <br />420 <br />709 <br />1050 <br />1434 <br />823 (13 <br />8 <br />1954 (7 <br />14'-8" (176") PRESTRESSED <br />239 <br />323 <br />519 (13' . <br />671 (13' <br />.1 <br />976 (14 <br />1129(14 <br />187�� <br />246 <br />390 <br />655 <br />968 <br />1324 (8 <br />1625 (1 <br />15'-4" (184") PRESTRESSED <br />224 <br />302 <br />45 (131 <br />626 (13 <br />767 (13 <br />909 (13 <br />1052 (13 <br />230 <br />364 <br />609 <br />897 <br />1224 ._g <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 />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 (1 <br />) 4* (1 <br />) 546 (2 <br />646 (12 <br />746(2 <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 (IV <br />393 (11) <br />(1 <br />567 1 <br />) 654 (Ill <br />142 <br />1 230 <br />369 <br />531____71� <br />(7) <br />_ <br />13 <br />JOLL <br />1046 (13 <br />22--0" (264") PRESTRESSED <br />137 <br />192 <br />295 (1 <br />378 (1j) <br />461 (10) <br />545 (1) <br />629 (1: <br />1372213.54 <br />- <br />508 <br />681 (7) <br />861(13 <br />997 (13 <br />24'-0" (288") PRESTRESSED <br />124 <br />175 <br />267 (1 <br />341 (10 <br />416 (10) <br />491 (10 <br />566 (10: <br />124 <br />200 <br />316 <br />450 <br />600 (7 <br />756(12, <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 />4^mr'4~m <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RF6-1T <br />R 2f <br />8RF10-IT <br />8RF14-IT <br />8RF18-IT <br />BRF22-IT <br />8RF26-IT <br />18RF30 -1T <br />8RFIO-2T <br />8RF14-2T <br />8RF18-2T <br />8RF22-2T <br />BRF26-2T <br />BRF30-2T__ <br />4'-4" (S2") PRECAS I <br />905 <br />1748 <br />2635 <br />3S22 <br />4409 <br />5296 <br />5296 <br />6183 <br />905 <br />1748 <br />2635 <br />3522 <br />4409 <br />6183 <br />4'-6" (54") PRECAST <br />867 <br />1675 <br />2525 <br />1 2525 <br />3374 <br />3374 <br />4224 <br />5074 <br />5924 <br />867 <br />-- <br />1675 <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 />655 <br />1301 <br />1960 <br />2618 <br />3277 <br />1 3935 <br />4594 <br />5'-10" (70") PRECAST <br />1262 <br />1900 <br />2538 <br />3176 <br />3815 <br />4453 <br />655 <br />1262 <br />1900 <br />2538 <br />3176 <br />2�58 - <br />3815 <br />-1 3 - 312 <br />3312 <br />4453 <br />6'-8" (80") PRECAST <br />570 <br />1012 <br />1651 <br />2204-- <br />3865 <br />3865 <br />570 <br />1097 <br />1651 <br />2204 <br />2758 <br />7'-6 (90") PRECAST <br />506 <br />797 <br />1462 (8) <br />1952 (7) <br />2442 (6) <br />2931 (6) <br />ji5f--- <br />506 <br />- <br />967 <br />1462 <br />1952 <br />2442 <br />2931 <br />3421 <br />9'-8" (116") PRECAST <br />395 <br />­4§1 <br />-�3�2) <br />1301 1 <br />301 1 <br />PL V <br />1640 (151 <br />1980 (15: <br />2322 (16i <br />395 <br />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 VIELD ADDED REBAR. SEE NOTE NO. 4 <br />CG: <br />CG: <br />C�-) <br />UNIT'2382 - 1ST FLOOR PLAN <br />1/411 = 1 1-011 <br />VRAAUG 2 6 202Z <br />vIATUAL AEVIE-1w ASSIS7 <br />Virtual Review <br />Plans RevlL,,I\l cG1T)',-1r--,--`1 and A �j\ie <br />for compliance with tiit� 20m20 FE33"71h <br />Edition by Debra ,nne Klahr PX2300 <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION AT ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />LINTEL SCHEDULE <br />NOTE: <br />REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS <br />FOR OPENING HEAD HEIGHTS <br />'110- <br />o <br />0 <br />C <br />8F16-1E1/1T 8RF14-1B/0T <br />F <br />I (D OH <br />0. <br />L <br />110- <br />8" PRECAST LINTEL W/ J.1y #5 HOR <br />CONT BAR & (2) COURS OF 8" <br />K.O. BLOCKS W/ (1) #5 CONT HOR <br />BAR IN EACH - ALL GROUT FILLED <br />*(D <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 />14 4 A <br />Ln <br />LU U ,.--#5 REBAR AT <br />muwjornz 4 <br />F- BOTTOM MIN. (1) <br />X REQ'D <br />LL Y S) <br />Lr) r4 <br />. ce �q 16 GAUGE POWERS <br />a LU LO <br />t; Ln 53- - STEEL BOXED <br />W 0 <br />Cie a. LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF <br />NOTED ON LINTEL PLAN <br />REFER TO MANUFACTURER'S SPECIFICATIONS FOR 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 FOR <br />REPAIR. <br />LINTEL DEPTH TO M H PRE DEPTH. NE *5 BAR REQUIRED P <br />AND BOTTOM OF ALL WERS EL LINTELS. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2- CLEAR <br />z <br />TGROUT <br />C.M.U. <br />< <br />= <br />nn' <br />0 yj <br />Z X: <br />Ln <br /># <br />#5 REBAR AT BOTTOM <br />0 0 UM <br />F LINTEL CAVITY <br />BOTTOM REINFORCING <br />7-5/8�_; <br />PROVIDED IN UN71EL <br />ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />F FILLED WrTH GROUT <br />U L <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 REBAR AT TOP <br />c*4 <br />04 <br />C) <br />C14 <br />C14 <br />U') <br />(D <br />A <br />'A' < <br />z <br />14.1 <br />0 <br />LU <br />z <br />0- 0 <br />(D 10 cl U <br />(n M EN <br />c'i <br />4-- U Z) 0- <br />-0co <br />E <br />8 <br />:) 0 2 0 <br />0 LL- < <br />ci < <br />LLJ C)-:;� <br />00 04 <br />C) E cli <br />7C) C) C) �0 (1) <br />'0 <br />CL <br />1A <br />W W <br />LLF <br />W , W 0, <br />F- < W -j <br />W 0 2 < <br />W <br />W 0 <br />W .0 m z <br />cr) <br />< <br />W <br />R -j < <br />m <br />- co 0 3! <br />x --j W <br />0 Z LL LL <br />9 0 <br />< 0 0 e-) <br />W LL L) LL - <br />0 CZ0 2 0 0 �- F- <br />- -J j3 Z <br />6 <br />0 <br />0 <br />LLJ z 0moomz= <br />W (L W W <br />0 0. z�eazwZOW()OCL <br />W V5 W m 2, 0 -j <br />F- Z LL a. <br />cl) 0 <br />LL <br />Z <br />-i < Lu U5 <br />< 8< W P <br />W D <br />2 � <br />U, 0 < <br />Id Z <br />0 <br />U. < 0 <br />< <br />0 <br />0 <br />z CN <br />W <br />2 �- <br />U) <br />> U) (0 C, <br />z <br />m 0 <br />C,e) r- <br />< U) L0 <br />Iq <br />LL <br />2 (/) - r- <br />z <br />< W < <br />W 0- cyi <br />Q- 2 V'- <br />00 <br />< >- < <br />z 0 F- <br />z <br />W <br />W <br />_j Q <br />C) <br />(0 <br />04 <br />C14 <br />C:) <br />04 <br />rl� <br />04 <br />C:> <br />00 <br />N <br />(0 <br />OD <br />C) <br />N <br />a <br />N <br />c) <br />N <br />C) <br />a <br />N <br />C) <br />N <br />a <br />N <br />CD <br />N <br />CD <br />N <br />a <br />N <br />a <br />N <br />& <br />c� <br />ob <br />9 <br />6 <br />, <br />Ob <br />9 <br />A <br />, <br />11 <br />N <br />6 <br />m <br />"t <br />CD <br />- <br />C) <br />M <br />0 <br />c) <br />c) <br />- <br />C) <br />CO <br />CD <br />0 <br />N <br />uw) <br />> <br />c� <br />CD <br />C) <br />4 <br />0 <br />6 <br />C) <br />6 <br />0 <br />LO <br />'N4 <br />cNi <br />C6 <br />r�� <br />I <br />cr <br />00(f) <br />Z <br />ZO <br />w LL1 (f) <br />u <br />cy) <br />0 <br />0 <br />oww� <br />m <br />Z <br />o- Z? <br />W F- <br />MLu <br />< <br />moz <br />�- =: Z <br />0 LJJ <br />Z <br />00 <br />< Lu 0 <br />mzx <br />-ZZLL <br />04 <br />Lu <br />0 <br />< F- <br />� z <br />< <br />>- LU <br />cl) <br />0) z z <br />z <br />z <br />m<0 <br />c) <br />0 <br />0 <br />z <br />S <br />1 <br />z <br />z <br />W <br />-j <br />04 <br />C*4 <br />UJ <br />04 <br />> <br />0 <br />LAST PLOT DATE <br />Jul. 21, 22 <br />z <br />0 <br />STRUOTURAL <br />DETAILS A <br />