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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. • 7132 INCH WIRE PER ASTM A510 <br />• MORTAR PER ASTM C270 TrPE 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 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 />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 81`32-1 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 LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />Csssr-CRrn <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8U8 <br />8F8-0B <br />8F12-0B <br />8F16-0B <br />8F20-0B <br />SF24-0B <br />8F28-0B <br />8F32-0B <br />8F8-1B <br />81`12-113 <br />81`16.113 <br />8F20-1B <br />81`24-1B <br />8F28-1B <br />8F32-16 <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 />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 <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 />1 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 />1011 <br />1729 <br />1 2661 <br />3898 <br />1 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 />1 1366 <br />1846 <br />1 2423 <br />3127 <br />1 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 />2016 <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 />1 1002 <br />1326 <br />1 1697 <br />2127 <br />1 2630 <br />14'-8" (176") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR458 <br />783 <br />1370 <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 />NR300 <br />548 <br />950 <br />1326 <br />1 1609 <br />1849 <br />1 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 />1 1285 <br />1 1399 <br />24'-0" (288") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />I NR <br />129 <br />250 <br />450 <br />654 <br />884 <br />1092 <br />1 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^W-4444" <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6-0B <br />8RF10-0B <br />8RF14-OB <br />8RF18-OB <br />8RF22-OB <br />8RF26-OB <br />8RF30-0B <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 />3699 <br />1 5206 <br />6639 <br />1 8060 <br />9479 <br />110893 <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 />1825 <br />1 3120 <br />5048 <br />1 7915 <br />9479 <br />110893 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 />411 <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 />C,�4494" <br />'"'�■� <br />SAFE LOAD <br />PLF <br />TYPE <br />LENGTH <br />8U8 <br />8F8 <br />REINF. <br />CMU* <br />(34") PRECAST <br />1293 <br />1642 <br />2135 <br />T-6" (42") PRECAST <br />1025 <br />1024 <br />1830 <br />4'-0" (48") PRECAST <br />765 <br />763 <br />1365 <br />4'-6" (54") PRECASI <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 />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 />8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />414mr4Rrn <br />^"� <br />SAFE LOAD <br />PLF <br />LENGTH <br />TYPE <br />8RU6 <br />8RF6 <br />CMU* <br />4'-4" <br />(52") <br />PRECAST <br />758 <br />757 <br />1365 <br />4'-6" <br />(54") <br />PRECAST <br />694 <br />693 <br />1249 <br />5'-8" <br />(68") <br />PRECAST <br />408 <br />407 <br />734 <br />5'-10" <br />(70") <br />PRECAST <br />382 <br />381 <br />687 <br />6-8" <br />(80") <br />PRECAST <br />595 <br />788 <br />510 <br />T-6" <br />(90") <br />PRECAST <br />509 <br />674 <br />393 <br />9'-8" <br />(116") PRECAST <br />370 <br />490 <br />227 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />' AMW-40411m SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE 8F81T 8F12-1T 8F161T 8F20 iT BF241T 8F281T SF32.1T <br />LENGTH 8F8-2T 81`12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T <br />1972 3173 4460 5747 7034 8321 9608 <br />2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 <br />1569 2524 3547 4569 5591 6613 7636 <br />3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 <br />4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 <br />1363 2192 3079 3966 4853 5740 6627 <br />4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 <br />1207 1940 2724 3508 4292 5077 5861 <br />5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 <br />1016 1632 1 2290 2949 3607 4265 1 4924 <br />5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 <br />929 1492 2093 1 2694 3295 3897 4498 <br />6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 <br />835 1340 1880 2419 2959 3498 4038 <br />T-6" (90") PRECAST 727 23 1021 163412 210 11 2571 10 3039 10 3508 9 <br />727 1 1166 1634 2102 2571 1 3039 3508 <br />9'-4" (112") PRECAST 591 680 113 15 147115 181115 L 16 2494 15 <br />591 851 1326 1 1705 2084 2463 2842 <br />10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 <br />530 686 1183 1526 1865 2204 2544 <br />11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 <br />494 599 1028 1422 1738 2053 2369 <br />470 9 441 723 14 936 14 1151 15 1366 15 1582 15 <br />12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 <br />13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 <br />428 455 770 1145 1444 1718 1993 <br />14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 <br />410 420 709 1050 1434 8 1694(8),-1954 7 <br />PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 <br />14'-8" (176") 246 390 655 968 1324 8 162 11 187411 <br />15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 <br />230 364 609 897 1224 8 1562 14 1801 14 <br />17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 <br />192 303 500 732 993 8 1268 14 1470 (14 <br />19'4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 <br />166 261 424 616 831 8 105714 1225 14 <br />21'4" (256") PRESTRESSED 142 198 30611 393(11).48011 56711 65411 <br />142 230 369 531 713 7 903 13 1046 13 <br />22'-0" (264") PRESTRESSED 137 192 295(10j..37811 461 10 54511 62911 <br />137 221 354 508 681 7 86113 99713 <br />24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 <br />124 200 316 1 450 600 7 75612 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 />CAST-CI4�'ti SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE 8RF6-1T BRF10-IT 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-IT 8RF30-IT <br />LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T <br />905 1748 2635 3522 4409 5296 6183 <br />4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 <br />867 1675 2525 3374 4224 5074 5924 <br />4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 <br />5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 <br />675 1301 1960 2618 3277 3935 4594 <br />5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 <br />655 1262 1900 2538 3176 3815 4453 <br />6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 <br />570 1097 1651 2204 2758 3312 3865 <br />T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 <br />506 967 1462 1952 2442 2931 3421 <br />9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 <br />395 1 589 1 1135 1 15141 1893 2272 12652 <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 />°4 <br />,o <br />>- D <br />� e <br />- o <br />070 O <br />81`24-1 B/OT 8F16-1�B/1 T 8RF14�-1 B/0T 8F8-1 B <br />L7 `_.1 <br />° ' 4 <br />% <br />> G <br />� e <br />° 4 <br />0. <br />> G <br />e <br />8" PRECAST LINTEL W/ (1) #5 HOR CONT <br />p BAR & (2) COURSES OF 8" K.O. BLOCKS <br />0 O o 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 />7° 4 1-1/2" CLEAR <br />C.M.U. <br />D <br />U) cn X <br />= U) O m <br />N <br />w v~ w !a uj A #5 REBAR AT <br />U 3: = a ° BOTTOM MIN. (1) <br />W < ci REQ'D <br /><LL J J J <br />z W < w 16 GAUGE <br />bo Of c 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 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 />#5 REBAR AT TOP <br />N. (1) REQ'D <br />MI <br />V1-1/2" CLEAR <br />J <br />C.M.U. <br />H <br />Q <br />GROUT <br />,ten #5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />7-5/8 PROVIDED IN LINTEL <br />ACTUAL (VARIES) <br />8" NOMINAL WIDTH <br />TYPE DESIGNATION <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 B/1 T <br />NOMINAL WIDTHJ I �QUANTITY OF#5 <br />NOMINAL HEIGHT REBAR AT TOP <br />O W <br />Q H <br />z= <br />C� <br />z= <br />o CQ <br />1ST FLOOR LINTEL PLAN (ELEVATION A' <br />Virtual <br />CD <br />Review assist, tnV ` <br />Plans Review completed and approved <br />for coRisnce with the 2020 FBC 7## Edition <br />bY Rebra Anne Klahr i'X2300 <br />00 <br />w <br />4-zz <br />0 <br />LL <br />> C:) w <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 />CAST-CI4�'ti SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE 8RF6-1T BRF10-IT 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-IT 8RF30-IT <br />LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T <br />905 1748 2635 3522 4409 5296 6183 <br />4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 <br />867 1675 2525 3374 4224 5074 5924 <br />4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 <br />5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 <br />675 1301 1960 2618 3277 3935 4594 <br />5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 <br />655 1262 1900 2538 3176 3815 4453 <br />6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 <br />570 1097 1651 2204 2758 3312 3865 <br />T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 <br />506 967 1462 1952 2442 2931 3421 <br />9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 <br />395 1 589 1 1135 1 15141 1893 2272 12652 <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 />°4 <br />,o <br />>- D <br />� e <br />- o <br />070 O <br />81`24-1 B/OT 8F16-1�B/1 T 8RF14�-1 B/0T 8F8-1 B <br />L7 `_.1 <br />° ' 4 <br />% <br />> G <br />� e <br />° 4 <br />0. <br />> G <br />e <br />8" PRECAST LINTEL W/ (1) #5 HOR CONT <br />p BAR & (2) COURSES OF 8" K.O. BLOCKS <br />0 O o 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 />7° 4 1-1/2" CLEAR <br />C.M.U. <br />D <br />U) cn X <br />= U) O m <br />N <br />w v~ w !a uj A #5 REBAR AT <br />U 3: = a ° BOTTOM MIN. (1) <br />W < ci REQ'D <br /><LL J J J <br />z W < w 16 GAUGE <br />bo Of c 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 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 />#5 REBAR AT TOP <br />N. (1) REQ'D <br />MI <br />V1-1/2" CLEAR <br />J <br />C.M.U. <br />H <br />Q <br />GROUT <br />,ten #5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />7-5/8 PROVIDED IN LINTEL <br />ACTUAL (VARIES) <br />8" NOMINAL WIDTH <br />TYPE DESIGNATION <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 B/1 T <br />NOMINAL WIDTHJ I �QUANTITY OF#5 <br />NOMINAL HEIGHT REBAR AT TOP <br />O W <br />Q H <br />z= <br />C� <br />z= <br />o CQ <br />1ST FLOOR LINTEL PLAN (ELEVATION A' <br />Virtual <br />CD <br />Review assist, tnV ` <br />Plans Review completed and approved <br />for coRisnce with the 2020 FBC 7## Edition <br />bY Rebra Anne Klahr i'X2300 <br />00 <br />w <br />4-zz <br />0 <br />LL <br />> C:) w <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 />°4 <br />,o <br />>- D <br />� e <br />- o <br />070 O <br />81`24-1 B/OT 8F16-1�B/1 T 8RF14�-1 B/0T 8F8-1 B <br />L7 `_.1 <br />° ' 4 <br />% <br />> G <br />� e <br />° 4 <br />0. <br />> G <br />e <br />8" PRECAST LINTEL W/ (1) #5 HOR CONT <br />p BAR & (2) COURSES OF 8" K.O. BLOCKS <br />0 O o 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 />7° 4 1-1/2" CLEAR <br />C.M.U. <br />D <br />U) cn X <br />= U) O m <br />N <br />w v~ w !a uj A #5 REBAR AT <br />U 3: = a ° BOTTOM MIN. (1) <br />W < ci REQ'D <br /><LL J J J <br />z W < w 16 GAUGE <br />bo Of c 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 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 />#5 REBAR AT TOP <br />N. (1) REQ'D <br />MI <br />V1-1/2" CLEAR <br />J <br />C.M.U. <br />H <br />Q <br />GROUT <br />,ten #5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />7-5/8 PROVIDED IN LINTEL <br />ACTUAL (VARIES) <br />8" NOMINAL WIDTH <br />TYPE DESIGNATION <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 B/1 T <br />NOMINAL WIDTHJ I �QUANTITY OF#5 <br />NOMINAL HEIGHT REBAR AT TOP <br />O W <br />Q H <br />z= <br />C� <br />z= <br />o CQ <br />1ST FLOOR LINTEL PLAN (ELEVATION A' <br />Virtual <br />CD <br />Review assist, tnV ` <br />Plans Review completed and approved <br />for coRisnce with the 2020 FBC 7## Edition <br />bY Rebra Anne Klahr i'X2300 <br />00 <br />w <br />4-zz <br />0 <br />LL <br />> C:) w <br />1ST FLOOR LINTEL PLAN (ELEVATION A' <br />Virtual <br />CD <br />Review assist, tnV ` <br />Plans Review completed and approved <br />for coRisnce with the 2020 FBC 7## Edition <br />bY Rebra Anne Klahr i'X2300 <br />00 <br />w <br />4-zz <br />0 <br />LL <br />> C:) w <br />N <br />N <br />O <br />N <br />e <br />-.a a <br />ww <br />Z <br />gy <br />.p c? � <br />NW <br />M <br />o <br />o O �� Q <br />�(n <br />U w 0-:4 <br />L O E M �, <br />7W� <br />w LLJ <br />� <br />w <br />WLL W J W20 O <br />Of Of <br />�W���a3a <br />Q Q <br />U <br />v��uvO°-¢° <br />jU����z���l-zLL <br />Q <br />��-1- <br />O <br />ow��azoW°omz��° <br />� a �ww in W< <br />� <br />LL <br />Z <br />QFQpwQ�zwzO��oa <br />OW�Wz <br />< <br />LL < O HQLL <br />0 <br />0 <br />z <br />W <br />O� <br />z <br />� M � O <br />Q <br />14- <br />LL <br />