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SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8U8 <br />8F8-OB <br />8F12-oB <br />8F16-OB <br />8F20-OB <br />BF24-OB <br />8F28-0B <br />8F32-0B <br />8F8-1B <br />8F12-1B <br />8F16-16 <br />8F20-113 <br />8F24-1B <br />8F28-1B <br />8F32-1B <br />3'-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 />1 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 m <br />8672 <br />10294 <br />11809 <br />5-4" (64") PRECAST <br />1217 <br />1349 <br />1438 <br />1999 <br />2560 <br />3123 <br />3686 <br />4249 <br />1663 <br />3090 <br />5365 <br />7547(3s) <br />7342(1e) <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(2o) <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 />2661 <br />3898 <br />5681 <br />8467(44) <br />6472 (lo <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 (36) <br />4754 (4s) <br />11'-4" (136") PRECAST <br />362 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'-0" (144") PRECAST <br />337 <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />13'-4" (160") PRECAST <br />296 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />471 1 <br />755 <br />1075 1 <br />1428 <br />1838 <br />2316 <br />2883 <br />14'-0" (168") PRECAST <br />279 <br />424 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />442 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />14'-8" (176") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />458 <br />783 <br />1370 <br />1902 <br />2245 <br />2517 <br />2712 <br />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 />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />180 <br />340 <br />598 <br />845 <br />1114 <br />1359 <br />1468 <br />22'-0" (264") PRESTRESSED <br />N. R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />165 <br />315 <br />550 <br />784 <br />1047 <br />1285 <br />1399 <br />24'-0" (288") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR129 <br />250 <br />450 <br />654 <br />884 <br />1092 <br />1222 <br />() THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 <br />FIELD ADDED REBAR. <br />SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />O�W@V_ <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6-OB <br />8RF10-OB <br />8RF14-OB <br />8RF18-OB <br />8RF22-OB <br />8RF26-OB <br />8RF30-OB <br />8RF6-1B <br />8RF10-1B <br />8RF14-1B <br />8RF18-1B <br />8RF22-1B <br />8RF26-1B <br />8RF30-1B <br />4'-4" (52") PRECAST <br />1635 <br />1749 <br />3355 <br />3280 <br />4349 <br />5421 <br />6493 <br />7567 <br />1891 <br />3699 <br />5206 <br />6639 <br />8060 <br />9479 <br />10893 <br />4'-6" (54") PRECAST <br />1494 <br />1596 <br />3063 <br />2992 <br />3968 <br />4946 <br />5924 <br />6904 <br />1756 <br />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 />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 />1 4242 <br />6639 (,o) <br />8060(39) <br />7402(10) <br />8706 (1s) <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 />3120 <br />5048 <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 />5623 <br />755 <br />1490 <br />2459 <br />3776 <br />5743 <br />8998(19) <br />10893(46) <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 />1 3129 <br />4150 <br />5891(4�) <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 <br />FIELD ADDED REBAR. <br />ENGINEERING <br />SPECIFICATI❑NS <br />PRODUCT DESCRIPTION <br />SAFE LATERAL LOADS FOR <br />8 PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD <br />PLF <br />LENGTH <br />TYPE <br />8U8 <br />8F8 <br />RCMU <br />3'-6" <br />(42") PRECAST <br />1025 <br />1024 <br />1598 <br />4'-0" <br />(48") PRECAST <br />765 <br />763 <br />1309 <br />4'-6" <br />(54") PRECAST <br />592 <br />591 <br />1073 <br />5'-4" <br />(64") PRECAST <br />411 <br />411 <br />745 <br />5'-10" <br />(70") PRECAST <br />340 <br />339 <br />616 <br />6'-6" <br />(78") PRECAST <br />507 <br />721 <br />490 <br />7'-6" <br />(90") PRECAST <br />424 <br />534 <br />363 <br />9'-4" <br />(112") PRECAST <br />326 <br />512 <br />230 <br />10'-6" <br />(126") PRECAST <br />284 <br />401 <br />180 <br />11'-4" <br />(136") PRECAST <br />260 <br />452 <br />154 <br />12'-0" <br />(144") PRECAST <br />244 <br />402 <br />137 <br />13'-4" <br />(160") PRECAST <br />217 <br />324 <br />110 <br />14'-0" <br />(168") PRECAST <br />205 <br />293 <br />100 <br />14'-8" <br />(176") PRESTRESSED <br />N.R. <br />284 <br />91 <br />15'-4" <br />(184") PRESTRESSED <br />N.R. <br />259 <br />83 <br />17'-4" <br />(208") PRESTRESSED <br />N.R. <br />194 <br />64 <br />19'-4" <br />(232") PRESTRESSED <br />N.R. <br />148 <br />52 <br />21'-4" <br />(256") PRESTRESSED <br />N.R. <br />125 <br />42 <br />22'-0" <br />(264") PRESTRESSED <br />N.R. <br />116 <br />40 <br />24'-0" <br />(288") PRESTRESSED <br />N.R. <br />91 <br />33 <br />SAFE LATERAL LOADS FOR <br />8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />SAFE LOAD <br />PLF <br />LENGTH <br />TYPE <br />8RU6 <br />8RF6 <br />RCMU <br />4'-4" <br />(52") PRECAST <br />758 <br />757 <br />1164 <br />4'-6" <br />(54") PRECAST <br />694 <br />693 <br />1 1073 <br />5'-8" <br />(68") PRECAST <br />408 <br />407 <br />655 <br />5'-10" <br />(70") PRECAST <br />382 <br />381 <br />616 <br />6'-8" <br />(80") PRECAST <br />595 <br />788 <br />464 <br />7'-6" <br />(90") PRECAST <br />509 <br />674 <br />363 <br />9'-8" <br />(116") PRECAST <br />370 <br />490 <br />214 <br />High strength precast concrete lintels designed to be unfilled or filled to foal a composite reinforced bears using concrete masonry units. <br />GENERAL NOTES 7, Cast -in -place concrete may be provided in composite lintel in lieu of <br />1. Provide full mortar head and bed joints. concrete masonry units, <br />2, Shore filled lintels as required, 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />3, Installation of lintel dust comply with architectural 9. The exterior surface of lintels installed in exterior concrete masonry walls <br />and/or structural drawings, shall have a coating of stucco applied in accordance with ASTM C926 <br />4, U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating. <br />ends to accorlodate vertical cell reinforcing and grouting. 10. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal <br />5. Reference the CAST-CRETE Load Deflection Graph (lateral) loads should be checked for the combined loading with the <br />Brochure for lintel deflection information, following equation) <br />6: Bottom field added rebar to be located at the bottom Applied vertical load+Applied horizontal load � 1.0 <br />of lintel cavity. Safe vertical load Safe horizontal load <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />�G'3ffir� <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8F8-1T <br />8F12-1T <br />8F16-1T <br />8F20-1T <br />8F24-1T <br />BF28-1T <br />BF32-1T <br />8F8-2T <br />8F12-2T <br />8F16-2T <br />8F20-2T <br />8F24-2T <br />8F28-2T <br />8F32-2T <br />3'-6" (42") PRECAST <br />1569 <br />2655 <br />3524 <br />4394 <br />5263 <br />6132 <br />7001 <br />1569 <br />2655 <br />3524 <br />4394 <br />5263 <br />6132 <br />7001 <br />4'-0" (48") PRECAST <br />1363 <br />2305 <br />3060 <br />3815 <br />1 4570 <br />5325 <br />6079 <br />1363 <br />2305 <br />3060 <br />3815 <br />4570 <br />5325 <br />6079 <br />4'-6" (54") PRECAST <br />1207 <br />2040 <br />2707 <br />3375 <br />4043 <br />4711 <br />5379 <br />1207 <br />2040 <br />2707 <br />3375 <br />4043 <br />4711 <br />5379 <br />5'-4" (64") PRECAST <br />1016 <br />1715(11) <br />2276 (4) <br />2838 <br />3399 <br />3961 <br />4522 <br />1016 <br />1715 <br />2276 <br />2838 <br />3399 <br />3961 <br />4522 <br />5'-10" (70") PRECAST <br />909 <br />1567(1B) <br />208013) <br />2593 (9 <br />3107 (6) <br />3620 (4) <br />4133 (3) <br />929 <br />1567 <br />2080 <br />2593 <br />3107 <br />3620 <br />4133 <br />6'-6" (78") PRECAST <br />835 (12)1 <br />1407(26) <br />1868(21) <br />2329 18 <br />2790(16) <br />3251(14) <br />3712(12) <br />835 <br />1407 <br />1868 <br />2329 <br />2790 <br />3251 <br />3712 <br />7'-6" (90") PRECAST <br />727 (23) <br />1065(26) <br />1624(31) <br />2025 (2e) <br />2426(26) <br />2827(2s <br />3228(24) <br />727 <br />1224 <br />1624 <br />2025 <br />2426 <br />2827 <br />3228 <br />9'-4" (112") PRECAST <br />591 <br />708 (2s) <br />1136 (34) <br />1474 (34 <br />1815 (34) <br />2157 (34) <br />2500 (3a) <br />591 <br />862 <br />1318 <br />1643 <br />1969 <br />2294 <br />2619 <br />10'-6" (126") PRECAST <br />530 <br />575 (24) <br />916 (33) <br />1188 33 <br />1461(33) <br />1736(33) <br />2011(33) <br />530 <br />695 <br />1180 (B) <br />1472 (4) <br />1763 2 <br />2055 <br />2346 <br />11'-4" (136") PRECAST <br />474 <br />504 (23) <br />800 (32) <br />1037 (32) <br />1274(32) <br />1513(32) <br />1753 (32) <br />494 <br />607 <br />1042(lo) <br />1372 (11) <br />1643 (B) <br />1915 (6) <br />2187 (5) <br />12'-0" (144") PRECAST <br />470 (9 <br />458 23 <br />724 (3,) <br />938 (32) <br />1153 (32) <br />1369(32) <br />1585 (32) <br />470 <br />1 550 <br />940 (lo) <br />1302 1s <br />1560(13) <br />1818(11) <br />2075 10 <br />13'-4" (160") PRECAST <br />418 (15) <br />386 (22) <br />607 (3o) <br />785 (30 <br />964 (3o) <br />1143(31) <br />1323(31) <br />428 <br />460 <br />780 (9) <br />1159 (21) <br />1418(2o) <br />1653(1s) <br />1887 (17) <br />14'-0" (168") PRECAST <br />384 (15) <br />358 (21) <br />560 (29) <br />724 (30) <br />889 (3o) <br />1054(30) <br />1220(3o) <br />410 <br />425 <br />717 (9)1 <br />1063 (2,) <br />1358(23) <br />1582 (22) <br />1807 (21) <br />14'-8" (176") PRESTRESSED <br />239 <br />334 (21) <br />520 (29) <br />672 (29) <br />825 29) <br />978 (29) <br />1131(30) <br />246 <br />1 395 <br />663 (9) <br />980 (2o) <br />1303 (26) <br />1518 (2s) <br />1734(24) <br />15'-4" (184") PRESTRESSED <br />224 <br />313 20 <br />486 (26) <br />627 (29) <br />769 (29) <br />911 29 <br />1054(29) <br />230 <br />368 <br />616 y <br />908 (2o) <br />1240 26) <br />1460 (2 <br />1668(26) <br />17'-4" (208") PRESTRESSED <br />187 <br />263 19 <br />405 26) <br />521 (27) <br />638 (27) <br />756 2 <br />873 27 <br />192 <br />306 <br />506 (8) <br />740 (19) <br />1005(27) <br />1271(31) <br />1473(31) <br />19'-4" (232") PRESTRESSED <br />162 <br />229 (,n <br />348 (25) <br />447 (25) <br />547 (25) <br />647 (25) <br />747 25) <br />166 <br />263 <br />429 B <br />623 (16) <br />841 (26) <br />1059 (30) <br />1227 30) <br />2l'-4" (256") PRESTRESSED <br />142 <br />204 (16) <br />307 (23)1 <br />393 (23) <br />480 (23) <br />568 (24) <br />655 24 <br />142 <br />232 <br />373 M <br />537 (17)1 <br />721 25) <br />905 (29) <br />10482s <br />22'-0" (264") PRESTRESSED <br />137 <br />197 (1s) <br />295 (22) <br />379 (23) <br />462 23 <br />546 (23) <br />630 23) <br />137 <br />223 <br />358 m <br />513 (17) <br />688 24) <br />863 26 <br />999 26 <br />24'-0" (288") PRESTRESSED <br />124 <br />1 179 (14) <br />267 (21) <br />342 21 <br />416 (21) <br />492 21) <br />567 22 <br />124 <br />1 202 <br />1 319 (7) <br />455 (16) <br />606 (23)1 <br />757 27 <br />876 27 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 <br />FIELD ADDED REBAR. <br />SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />�040uqug <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RF6-1T <br />8RF10-1T <br />8RF14-1T <br />8RF18-1T <br />8RF22-1T <br />8RF26-1T <br />8RF30-1T <br />8RF6-2T <br />8RF10-2T <br />8RF14-2T <br />8RF18-2T <br />8RF22-2T <br />8RF26-2T <br />8RF30-2T <br />4'-4" (52") PRECAST <br />905 <br />1668 <br />2362 <br />3056 <br />3751 <br />4445 <br />5140 <br />905 <br />1668 <br />2362 <br />1 3056 <br />3751 <br />4445 <br />1 5140 <br />4'-6" (54") PRECAST <br />867 <br />1604 <br />2272 <br />2939 <br />3607 <br />4275 <br />4943 <br />867 <br />1604 <br />2272 <br />2939 <br />3607 <br />4275 <br />4943 <br />„ <br />5 -8 (68) PRECAST <br />675 <br />1269t8 <br />1797 <br />2326 5 <br />2854 2 <br />3382 <br />3911 <br />675 <br />1269 <br />1797 <br />2326 <br />2854 <br />3382 <br />3911 <br />5'-10" (70") PRECAST <br />655 <br />120716 <br />174611 <br />2259 (1 <br />2773 (6) <br />3286 3 <br />2799 1 <br />655 <br />1233 <br />1746 <br />1 2259 <br />2773 <br />3286 <br />2799 <br />6'-8" (80") PRECAST <br />570 <br />929 (16) <br />1530(22) <br />1980 (19) <br />2429(16) <br />2879(1s) <br />3329 (14) <br />570 <br />1080 <br />1530 <br />1980 <br />1 2429 <br />2879 <br />3329 <br />7'-6" (90") PRECAST <br />506 <br />742 (16) <br />1364(3o) <br />1765 (27) <br />2166(25) <br />2567(24) <br />2968 (23) <br />506 <br />898 <br />1364 <br />1765 <br />2166 <br />2567 <br />2968 <br />9'-8" (116") PRECAST <br />395 <br />468 1s <br />884 (3z) <br />1222 (33) <br />1540(34) <br />1859(34) <br />2180 (34) <br />395 <br />560 <br />1072 <br />1386 <br />1701 <br />72016 <br />2331 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 <br />FIELD ADDED REBAR. <br />LINTEL SCHEDULE <br />NOTE, QUALITY PRECAST LINTEL IS AN ALTERNATE OPTION• <br />REFER TO SHEET LINTEL 22 FOR LOAD TABLES• <br />e d <br />II <br />OR <br />n e <br />0 8 0 <br />CASTCRETE <br />81716-113/1T <br />E <br />e d <br />D <br />n :'0. <br />POWERBOX <br />8x16-1B/1T <br />E <br />e d <br />noo <br />a d <br />n0e <br />D <br />D <br />Q�e OR <br />nee <br />D <br />D <br />e <br />° <br />o b 0 <br />•o:.. <br />CASTCRETE <br />POWERBOX <br />8RF22--1B/1T <br />8x22-1B/1T <br />H <br />H <br />e d <br />�Q_ <br />e d <br />n 0- <br />D <br />D <br />ode OR <br />n�o <br />a <br />o <br />e d <br />e d <br />U-6. <br />,00 <br />.4 .0 <br />CASTCRETE <br />POWERBOX <br />8F24-18/lT <br />8x24-1B/1T <br />J <br />J <br />MATERIALS <br />• Concrete masonry units (CMU) per ASTM C90 with minimum net area <br />• <br />f'c 8' precast lintels = 4000 psi <br />compressive strenght = 1900 psi <br />• <br />f'c 8' prestressed, 6' and 12' precast lintels = 6000 psi <br />• Rebar per ASTM A615 Grade 60 <br />• <br />f'c 4' precast lintels = 3000 psi <br />• Prestressing strand per ASTM A416 Grade 270 low relaxation <br />• <br />Grout per ASTM C476 f'g = 3000 psi w/ maximum <br />• 7/32 inch wire per ASTM A510 <br />3/8 inch aggregate and 8 to 11 inch slump. <br />• Mortar per ASTM C270 Type M or S <br />SAFE <br />LOAD TABLE NOTES <br />1, <br />All values based on minimum 4 inch nominal bearing, <br />8, For composite lintel heights not shown, use safe load from <br />Exception) Safe loads for unfilled lintels dust be reduced <br />next lower height. <br />by 20 % if bearing length is less than 6-1/2 inches, <br />9, For lintel lengths not shown, use safe load from <br />2, <br />N.R, = Not Rated. <br />next longest length. <br />3. <br />Safe loads are superimposed allowable load, <br />10, All safe loads in units of pounds per linear foot. <br />4. <br />Safe loads based on Grade 40 or Grade 60 field rebar. <br />11. All safe loads based on simply supported span. <br />5. <br />Additional lateral load capacity can be obtained by the <br />12. The number in the parenthesis indicates the percent reduction <br />designer by providing additional reinforced masonry above <br />for grade 40 field added rebar, <br />the precast lintel. <br />Example: 7'-6' lintel Type 8F32-1B safe gravity load = 6472 (15) <br />6: <br />One #7 rebar may be substituted for two #5 rebars in 8' lintels <br />only. w/ 157. reduction * 6472 (,85) = 5501 plf <br />7. <br />The designer may evalute concentrated loads from the safe load <br />tables <br />by calculating the maximum resisting moment and shear at d-away <br />from the face of support. <br />OE (SPAN OVER 2 OPENINGS) <br />O <br />0 <br />(03\—(2) <br />8'x12'x1/2' O <br />Q <br />MINIMUM BEARING <br />0 <br />PLATES <br />WOOD SHORE <br />(2-2x4 C❑LU <br />BLOCK SHORE <br />: <br />MINIMUM)101 <br />IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 84' <br />AND LESS THAN 15'-0', ON SPANS GREATER THAN 16'-0' PLACE SHORING AT 8'-0' <br />CENTERS. MAKE SURE SHORING IS SQUARE TO LINTEL AND SECURE. MAKE SURE <br />SHORING SUPPORTS THE ENTIRE WIDTH OF THE BOTTOM OF THE LINTEL, <br />POWERBOX8 LINTEL SHORING DETAILS <br />SCALE: NTS <br />TAP ❑+8'-8" AI - I - <br />(UNLESS NOTED ❑THERWISE) <br />H J <br />E <br />(ELEV. "A" ONLY) <br />UE OE (ELEV. A" ONLY) <br />(SPAN OVER 2 OPENINGS) <br />0 <br />NOTE: <br />THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS <br />INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS <br />SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALCULATIONS ASSUME A <br />16" (NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE <br />LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL <br />AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS <br />BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE <br />ELEVATION PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR <br />LINTELS PLACED AT THE INCORRECT HEIGHT. <br />u <br />3 � . <br />nAhvi%b.KBn n� ��'��. <br />3Thc <br />4 k <br />^h> £ S F <br />1a u�;k <br />.................. . <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineedng.com <br />CA 25948� <br />i <br />o <br />CD <br />N <br />Z LL <br />o� <br />0 <br />p(% MQ0 <br />J Ln <br />� Lu 4 <br />F�-aar%'1 <br />� Q00 <br />W <br />UJ <br />W <br />.J <br />0 <br />o <br />L1J <br />m <br />LU Q <br />—0 > <br />L Q <br />W ^ IL <br />w oO u <br />LU <br />X J <br />Q <br />(WU <br />(D L1J 0 <br />_ <br />Z 1 `� C) <br />Qco4 <br />V) <br />U O•rl� <br />o <br />CV Q oI, <br />LU U Li <br />( <br />M <br />Q <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasil=108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = i0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AN D SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02018-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY,OF DANSCO ENGINEERING, LC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />12.13.17 <br />1.00 6TH ED.(2017) FBC <br />UPDATES <br />12.29.17 <br />1.01 PLAN REVISIONS TO HVAC <br />SPACE & ELECTRICAL <br />04.30.18 <br />1,02 REV. FLOOR TURSS LAYOUT <br />VERSION NO. 1.02 / 04.30.18 <br />M1ejg°Cad i3 fV <br /><> - <br />V i 7r <br />n won+% �1� <br />��;✓ <br />$ <br />00 <br />UJ <br />z <br />LLJ 1--- <br />LU <br />NN dL0 N <br />_^ <br />UJ w 1:0_0 <br />LU� <br />Z Q Ld S Ili <br />W ❑ <br />SHEET TITLE: <br />LINTEL PLAN <br />SHEET INFORMATION: <br />JOB NO.: 381319 <br />DATE ISSUED: 10.09.18 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />201 <br />O <br />Lo <br />00 <br />I <br />LO <br />1--- <br />