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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 PG = 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 17'-4" AND LONGER NTH A <br />NOMINAL HEIGHT OF 8" MEET OR EXCEED L/1 80. <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 />I SAFE LOAD TABLE NOT <br />1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. <br />EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE <br />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 <br />REBAR. <br />5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY <br />THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED <br />MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU <br />ON PAGE 4. <br />6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN <br />8" LINTELS ONLY. <br />7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM <br />THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM <br />RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF <br />SUPPORT. <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <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 A510 <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, <br />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 NTH ASTM C926 OR OTHER APPROVED <br />COATING. <br />12. LINTELS LOADED SIMULTANEOUSLY NTH 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 :a 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 PERCENT <br />REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: <br />T-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 />`IC^Wr_4*"M <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8U8 <br />8F8-OB <br />BF12-OB <br />8F16-0B <br />8F20-OB <br />81`24-013 <br />BF28-OB <br />892-013 <br />81`84B <br />V124 <br />8F16-1B <br />BF204B <br />04-113 <br />8F28-1 B <br />8F32-IB <br />2'-10" (34") PRECAST <br />2231 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />1 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />1 <br />11809 <br />T-6" (42") PRECAST <br />2231 <br />3069 <br />3719 <br />5163 <br />6607 <br />8054 <br />9502 <br />V1809. <br />10951 <br />3069 <br />1 4605 <br />6113 <br />1 7547 <br />8974 <br />1 10394. <br />11 809 <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 />�663 <br />3090 <br />5365 <br />7547 (36) <br />7342 (19 <br />8733 (19 <br />10127 (19) <br />6-10" (70") PRECAST <br />1062 <br />1105 <br />1 1173 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1451 <br />1 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 />T-6" (90") PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />2205 <br />2698 <br />1 3191 <br />3685 <br />1011 <br />1729 <br />2661 <br />3898 <br />5681 <br />W7 (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 />1 1245 <br />1843 <br />2564 <br />3486 <br />4705 (37) <br />6390 (47) <br />10'-6" (126") PRECAST <br />1+1 <br />535 <br />890 <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />643 <br />1052 <br />1533 <br />1 2093 <br />2781 <br />3643 (38) <br />4754 (45)1 <br />11 '-4" (136") PRECAST <br />362 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />1 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 />:�5_52 <br />--gTo--F-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 />...... <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 />1 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 <br />300 <br />548 <br />950 <br />1326 <br />1609 <br />1849 <br />2047 <br />19'-4" (232") 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 />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 />NR <br />NR <br />180 1 <br />340 <br />598 <br />1 845 <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 />1 <br />315 <br />550 <br />784 <br />1047 <br />1285 <br />1399 <br />24'-0" (288") PRESTRESSED <br />N. R. <br />gNR <br />NR <br />P250 <br />NR <br />NR <br />NR <br />NR <br />NR <br />1 9 <br />129 <br />0 <br />450 <br />654 <br />APLA <br />1 no, <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 <br />SAFE GRAVITY LOADS FOR 6" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />4CMW_4~" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH TYPE <br />8RU6 <br />8RF6-1B <br />8RF10-1B <br />8RF14-IB <br />8RF18-IB <br />BRF22-1 B <br />8RF26-iB <br />8RF30-IB <br />_7 <br />4'-4" (52") PRECAST <br />'1635 <br />1749 <br />3355 <br />3280 <br />4349 <br />5421 <br />6493 <br />� 5-6 <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 />1756 <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 />1113 <br />2342 <br />4242_ <br />6639 (10) <br />8W (3� <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 1 <br />901 <br />1825 <br />3120 <br />5048 <br />7915 <br />9479 <br />10893 (32) <br />T-6" (90") PRECAST <br />669 <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 />466 <br />999 <br />1568 <br />2253 <br />3129 <br />4091 <br />3146 <br />526 <br />999 <br />1568 <br />2253 <br />3129 <br />4150 <br />5891 (47) <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 />4^W-44"" <br />SAFE LOAD <br />PLF <br />8U8 <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 />1 1024 <br />1830 <br />4'-0" (48") PRECAST <br />765 <br />763 <br />1 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 />1 607 <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 />F2-0- -(288") PRESTRESSED <br />N.R. <br />91 <br />33 <br />* SEE NOTE 18 <br />SAFE LATERAL LOADS FOR <br />A" PRFCAST w/ 2" RFCFSS DOOR U-LINTELS <br /><A"4MM <br />SAFE LOAD <br />PLF <br />LENGTH <br />8RU6 <br />8RF6 <br />C U* <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--1 0" (70") PRECAST <br />382 <br />381 <br />687 <br />6'-8" (80") PRECAST <br />595 <br />1 788 <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 /><^Wr_4M" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8F8-1T <br />8F12-1T <br />BF16-IT <br />8F20-IT <br />BF24-1 T <br />BF28-1 T <br />8F32-1T <br />8F8-2T <br />8F12-2T <br />BF16-2T <br />8F20-2T <br />8F24-2T <br />8F28-2T <br />BF32-2T <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 />1 2524 <br />3547 <br />4569 <br />5591 <br />1 6613 <br />7636- <br />4'-0" (48") PRECAST <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />1 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 4 <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 />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 (V <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-6" (90") PR��l <br />727 (23) <br />1021 <br />16M (12) <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 />113115) <br />1471(15 <br />181115 <br />2152(16) <br />2494 (15 <br />591 <br />1 851 <br />1326 <br />1705 <br />2084 <br />2463 <br />2842 <br />10'-6" (126") PRECAST <br />530 <br />552 <br />91405) <br />118�15) <br />1458(15)1 <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 />1034 (15) <br />1510(15) <br />1749 (15) <br />494 <br />599 <br />1028 <br />1422 <br />D127215 <br />1738 <br />8 <br />2053 <br />2369 <br />12'-0" (144") PRECAST <br />470 (9) <br />441 <br />723 (14 <br />936 (14) <br />115115 <br />1366 (15) <br />470 <br />543 <br />928 <br />1349 <br />1 9 <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 />114l(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 />1 420 <br />709 <br />1050 <br />1434 (8 <br />1694 (8) <br />1 <br />1954 7 <br />14'-8" (176") PRESTRESSED <br />239 <br />323 <br />519 (13) <br />671 (13)1 <br />823 (13) <br />976 (14) <br />R214 <br />1 <br />1129 14 <br />246 <br />390 <br />655 <br />968 <br />1324 (8), <br />162�11) <br />1 1 <br />187�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 />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 />754 (12) <br />872 (12 <br />192 <br />303 <br />500 <br />, 732 <br />_ _993 L8) <br />08331(8) <br />1268(14) <br />1470 (14 <br />19'-4" (232") PRESTRESSED <br />162 <br />222 <br />347(11)1 <br />446(11) <br />R <br />546 12 <br />W (12) <br />74602) <br />166 <br />261 <br />424 <br />616 <br />105704) <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 />1(13 <br />997(13 <br />24'-0" (288") PRESTRESSED <br />F <br />124 <br />1 175 <br />267 (10)1 <br />341 (10 <br />416 10 <br />d <br />J�660017 <br />491 10 <br />566 10 <br />"12875 <br />124 <br />1 200 <br />116 <br />1 450 <br />�756 <br />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^=_4494" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />8RF6-2T <br />8RF10-2T <br />8RF14-2T <br />BRF18-2T <br />BRF22-2T <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 />5'-8" (68") PRECAST <br />675 <br />1301 <br />1960 <br />1 2618 <br />3277 <br />1 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") PRECAM <br />570 <br />1012 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 <br />570 <br />1 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 />506 <br />967 <br />1462 <br />1952 <br />2442 <br />2931 <br />3421 <br />9'-8" (116") PRECAST <br />395 <br />491 <br />931(12 <br />1301(15) <br />1640(15 <br />1980(15) <br />2322 (16)l <br />395 <br />- 589 <br />1135 <br />, 1514 <br />1893 <br />2272 <br />2652 1 <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 />> <br />0- 0 <br />0 <br />8F1 6-1 B/OT 8F16-1B/1T 8RF14-1B/0T 8F8-1 B <br /><D 0 <br />'&O_ <br />> <br />0 <br />8" PRECAST LINTEL W/ (1) #5 HOR CONT <br />BAR & (2) COURSES OF 8 , K.O. BLOCKS <br />WJ(1) #5 CONT HOR BAR IN EACH - <br />ALL GROUT FILLED <br />0 <br />* LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM <br />ALTERNATE POWERS STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />C.M'v <br />CO U) X <br />0- <br />to <br />0 M C'4 <br />U) co -a- -1 <br />a. 11.1 t6 - <br />W r-) LU U) 4. #5 REBAR AT <br />0W -3:=-j A BOTTOM MIN. (1) <br />0 0 U, <br />< . a. REQ'D <br />0 z <br />Uz -an - <br />z -- W � Uj 16 GAUGE <br />6D of U) �- t. [ 4 <br />F<- Z? 5 CO POWERS STEEL <br />t- - 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 />_j <br />-a <br />z X: <br />L <br />0 0 <br />0 <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 BOT70M <br />OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />7-5/8" 1 <br />ACTUAL PROVIDED IN LINTEL <br />(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 />8F16-1B/1T <br />NOMINALWIDTHJ <br />:� <br />QUANTITY OF #5 <br />NOMINAL HEIGHT <br />REBAR AT TOP <br />10'-8" <br />ELEV B <br />LINTEL PLAN PER ELEVATION B <br />1/411 = 1 1-011 <br />:D <br />:FD <br />18 2022 <br />"V <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />f <br />Ion <br />for compliance with the 2020 FBC 7thi*oEdition <br />by Debra Anne Klahr PX2300 <br />> <br />C <br />C3 <br />CD <br />Co <br />L0 <br />A 5, <br />< <br />W <br />G-D A <br />0 <br />W <br />z <br />U) <br />a) LO '50- E <br />> 0 <br />a '0 c'! 8 <br />0 M "�'t <br />") or) A <br />C'i <br />Q U <br />U 7C) - d' C-1) <br />E --- = ') <br />::) -0 'C 8 <br />2 <br />0 <br />a: cc, < <br />, , < <br />C U <br />V) <br />C) <br />U LLJ C)_� <br />oO E,,i <br />0 <br />rz, <br />'0 <br />CL <br />W W <br />W <br />C1 Ld C6 W 0 <br />III W <br />W. � 1,­ 90 cr z <br />W <br />0 < < Y 0 <br />< <br />F- -F- <br />f) - _j 0 Q� LL 0 0 <br />< (:y x -3 (1) Q� 0 W 0 0 <br />=) O<ZLLI, _Z2_jc�- <br />Cy0)jxW0z01x00f5zz <br />LL 0 <br />P <br />< <br />, <br />CY 00 <br />U) 0 z <br />U) W a- W M I W �W_ Fn W W < <br />5- z LL <br />W,,,zWz,,L)C)a. <br />< Z y a 0 111 <br />0 W <br />LL <br />< 0 W 91�-P �w <br />Y. <br />0 Ix 0 D 0 < z <br />< < <br />LL 0 LL <br />C:) <br />C) <br />z C14 <br />W <br />0 F- <br />(0 J <br />> C/) 0 <br />(c) C) <br />0 F-7 (y) C:) <br />U) CY) r�_ <br />Lq <br />_j <br />'qT <br />LL <br />z <br />< W < U� <br />F- 0� cy) <br />00 <br />< < <br />Z F- <br />z <br />W <br />LLJ <br />Q <br />C:) <br />A <br />(D <br />CY) <br />C) <br />C14 <br />C3 <br />C14 <br />C-4 <br />a <br />0 <br />0 <br />04 <br />C> <br />CIJ <br />__ <br />C-D <br />C, <br />C-:) <br />- <br />CD <br />I <br />I <br />i <br />i <br />0 <br />co <br />Ir <br />W> <br />C)� <br />0 <br />CD <br />LO <br />C� <br />I <br />co <br />Z <br />Z <br />LL1 <br />C) A.-i <br />W <br />Z (j) <br />- z z <br />coo <br />4­0 <br />CF) 0 <br />W <br />(.)(.)U) <br />Lo <br />F- <br />0 <br />=)z5; <br />awo <br />0 t77 <br />< <br />C) <br />z <br />F- <br />(r = <br />" a- <br />W�t <br />Ln <br />Wmui <br />Ca F- <br />�-o <br />0 <br />zom <br />W <br />CL <br />>-MU) <br />< <br />2 <br />04 <br />0 <br />ZWO <br />z <br />5wx <br />CL Z LL <br />3e. <br />z <br />U)z <br />F- <br />0 <br />0 0 <br />z <br />S11 <br />z <br />z <br />W <br />W <br />_j <br />C� <br />cy) <br />C14 <br />C) <br />> <br />LAST PLOT DATE <br />ApH129,2022 <br />Z 0 <br />STRUCTURAL DETAIL <br />.j <br />ELEV. B <br />