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3/24/2025 10:48:28 AM
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2/19/2025 2:07:48 PM
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6416
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Cobble Bliss St
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Lennar Home
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21544
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SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />�G°JG3 TCi <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8U8 <br />8F8-OB <br />BF12-OB <br />8F16-0B <br />8F20-013 <br />8F24-OB <br />8F28-06 <br />8F32-OB <br />8F8_ 16 <br />8F12-16 <br />8F16_ 16 <br />8F20_ 1B <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 />2693 <br />4605 <br />61113 <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 />5365 <br />7547(38) <br />7342(1s) <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 />1 2564 <br />3486 <br />2818 <br />3302 <br />752 <br />1245 <br />1843 <br />2564 <br />3486 <br />4705(3� <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(3e) <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 />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 <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 />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 />( ") PRESTRESSED <br />15'-4"184 <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 />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 />1 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 />1 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 />NR <br />129 <br />250 <br />450 <br />i 654 <br />s84 <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 />§�0<gvSAFE <br />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-OB <br />8RF6-1B <br />8RF10-1B <br />8RF14-1B <br />8RF18-1B <br />8RF22-1B <br />8RF26-1B <br />8RF30-113 <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 />4242 <br />6639 (1o) <br />8060(39) <br />7402(1s) <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 />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(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 />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 <br />FIELD ADDED REBAR. <br />EGIGINE+RING <br />SPECIFICATI❑NS <br />PRODUCT DESCRIPTION <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD <br />P LF <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 />§ESAFE�0 0@ag <br />"�``�� <br />LOAD <br />PLF <br />LENGTH TYPE <br />8RU6 <br />8RF6 <br />RCMU <br />4'-4" (52") PRECAST <br />758 <br />757 <br />1164 <br />4'-6" (54") PRECAST <br />694 <br />693 <br />1073 <br />5'-8" (68") PRECAST <br />408 <br />407 <br />655 <br />5'-10" (70") PRECAST <br />382 <br />381 <br />616 <br />6'-8" (80") PRECAST <br />595 <br />788 <br />464 <br />7'-6" (90") PRECAST <br />509 <br />674 <br />363 <br />9'-8" (116") PRECAST <br />370 <br />490 <br />214 <br />High strength precast concrete lintels designed to be unfilled or filled to ford 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, f ollowing 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 />G3�u <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 />8F28-1T <br />8F32-1T <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 />1 2655 <br />3524 <br />4394 <br />1 5263 <br />6132 <br />7001 <br />4'-0" (48") PRECAST <br />1363 <br />2305 <br />3060 <br />3815 <br />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 />1 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(18) <br />208013 <br />2593 9 <br />3107 (e) <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) <br />1407(26) <br />1868(21) <br />2329 18 <br />2790(18) <br />3251(o) <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 zs) <br />1624 31) <br />2025 (28) <br />2426(zs <br />2827(25) <br />3228 (z4) <br />727 <br />1 1224 <br />1624 <br />2025 <br />2426 <br />2827 <br />3228 <br />9'-4" (112") PRECAST <br />591 <br />708(25) <br />1136(34) <br />1474(34) <br />1815(34) <br />2157(34) <br />2500(34) <br />591 <br />862 <br />1318 <br />1 1643 <br />1969 <br />2294 <br />2619 <br />10'-6" (126") PRECAST <br />530 <br />575 24 <br />916 (w) <br />1188(33) <br />1461(33) <br />1736(33) <br />2011(33) <br />530 <br />695 <br />1180 (8) <br />1472 (4) <br />1763 z <br />2055 <br />2346 <br />11'-4" (136") PRECAST <br />474 <br />1 504 (23) <br />800 (32) <br />1037(32) <br />1274(32) <br />1513(32) <br />1753 32 <br />494 <br />1 607 <br />1042(1o) <br />1372 (11) <br />1643 (8) <br />1915 (6) <br />2187 (5) <br />12'-0" (144") PRECAST <br />470 (9 <br />458 23 <br />31 724 <br />938 (32) <br />1153(32 <br />1369(32) <br />1585 (32) <br />470 <br />550 <br />940 (lo) <br />1302 15 <br />1560(13) <br />1818(11) <br />2075 10 <br />13'-4" (160") PRECAST <br />418 (15) <br />386 (22) <br />607 30 <br />785 (30) <br />964 30 <br />1143(31) <br />1323 31 <br />428 <br />460 <br />780 (9) <br />1159 21 <br />1418 (zo) <br />1653(1s) <br />1887 (17) <br />14'-0" (168") PRECAST <br />384 (m)l <br />358 (21) <br />560 (29) <br />724 (3o) <br />889 (30) <br />1054 30 <br />1220 (30) <br />410 <br />1 425 <br />717 (9) <br />1063 (z1) <br />1358(23) <br />1582(zz) <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 />395 <br />663 9 <br />980 (2o) <br />1303(28) <br />1518(25) <br />1734 (24) <br />15'-4" (184") PRESTRESSED <br />224 <br />313 20 <br />486 (2s)l <br />627 (29) <br />769 (29) <br />911 (29) <br />1054(29) <br />230 <br />368 <br />616 9 <br />908 (2o) <br />1240(.) <br />1460 (2n <br />1668(26) <br />17'-4" (208") PRESTRESSED <br />187 <br />263 (,9) <br />405 28 <br />521 2 <br />638 (27) <br />756 (27) <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 (17) <br />348 (25) <br />447 (25)1 <br />547 (25) <br />647 (25) <br />747 25) <br />166 <br />263 <br />429 e <br />623 (18) <br />841 (26) <br />1059 (30 <br />1227(3o) <br />21'-4" (256") PRESTRESSED <br />142 <br />204 ,g <br />307 (23 <br />393 23 <br />480 23) <br />568 (24) <br />655 (24) <br />142 <br />232 <br />373 (7) <br />537 (ij <br />721 25 <br />905 (29) <br />1048 (29) <br />22'-0" (264") PRESTRESSED <br />137 <br />197 (15) <br />295 zz <br />379 23 <br />462 (23) <br />546 23 <br />630 23 <br />137 <br />223 <br />358 <br />513 (u)l <br />688 (24) <br />863 (28) <br />999 ze) <br />24'-0" (288") PRESTRESSED <br />124 <br />179 (u) <br />267 21 <br />342 (21)1 <br />416 (21) <br />492 (21) <br />567 (2z) <br />124 <br />202 <br />1 319 (7) <br />455 (,,)1 <br />606 (23) <br />757 (27) <br />876 z7 <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 />��G59ff<gSAFE <br />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 />3056 <br />3751 <br />4445 <br />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 />5'-8" (68") PRECAST <br />675 <br />126916 <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 <br />2773 5 <br />3286 3 <br />2799 , <br />655 <br />1233 <br />1746 <br />2259 <br />2773 <br />3286 <br />2799 <br />6'-8" (80") PRECAST <br />570 <br />929 (18) <br />1530 2z <br />1980 19 <br />2429(m) <br />2879(15) <br />3329 (14) <br />570 <br />1080 <br />1 1530 <br />1980 <br />2429 <br />1 2879 <br />3329 <br />7'-6" (90") PRECAST <br />506 <br />742 (18) <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 (15) <br />884 (32) <br />1222 (33) <br />1540(34) <br />1859(34) <br />2180 (34) <br />395 <br />1 560 <br />1072 <br />1 1386 <br />1701 <br />2016 <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 2.2 FOR LOAD TABLES. <br />oo" OR <br />o... <br />CASTCRETE <br />8F8-0B/1T <br />POWERBOX <br />8x8-OB/1T <br />B <br />B <br />e�D OR <br />e�D <br />U-1' <br />O O <br />4 <br />CASTCRETE <br />8F16-0B/1T <br />POWERBOX <br />8x16-0B/1T <br />E <br />E <br />e � D OR <br />� <br />D <br />a1� <br />CASTCRETE <br />8F16-1B/1T <br />POWERBOX <br />8x16-1B/1T <br />F <br />F <br />oo" <br />% <br />D <br />n <br />e <br />D <br />e <br />e <br />o " <br />% 0 <br />D <br />0 <br />e <br />D <br />0 <br />e <br />OR <br />o ° <br />D <br />e <br />e <br />4 <br />n <br />e <br />oo <br />e i a' <br />o. <br />CASTCRETE <br />8RF30-1B/1T <br />POWERBOX <br />8x30-1B/1T <br />G <br />G <br />,o o ° OR <br />,o o ° <br />D <br />n <br />e <br />D <br />n <br />e <br />O_ _p <br />• i i <br />0 <br />CASTCRETE <br />8RF14-1B/1T <br />POWERBOX <br />8x14-1B/1T <br />H <br />H <br />MATERIALS <br />• Concrete masonry units (CMU) per ASTM C90 with minimum net <br />• <br />f'c 8' precast lintels = 4000 psi <br />area 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 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 />il. 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 />0 <br />0 <br />SPAN OVER <br />F ( <br />2 OPENINGS) <br />F <br />F <br />( SPAN OVER <br />2 OPENINGS) <br />O <br />(2) B'x12'xl/2' d <br />MINIMUM BEARING <br />PLATES <br />O <br />WOOD SHORE <br />(2-2x4 C❑Lu <br />BLOCK SH❑RE <br />O <br />MINIMUM) <br />O <br />IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 8'-0' <br />AND LESS THAN 154', 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 />TOP OF BLOCK @ +8'-0" A.F.F. <br />(UNLESS NOTED ❑THERWISE) <br />9'-4" _ 9'-4- <br />ELEV. "A" ELEV. "A <br />f&E <br />E B 111�� <br />ELEV. "A" ONLY <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 />0 <br />O <br />ggm <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 />o <br />0 <br />N <br />z w <br />OU^ <br />o^ <br />U) M <br />Z <br />10 ko <br />a� <br />_J <br />�w�^ <br />ZHaaM <br /><�aa0 <br />zc~n� <br />W <br />w <br />_LUJ <br />Jto <br />W_ <br />� m <br />W <br />cn ^ p <br />t% <br />Q <br />Q > V) <br />V) <br />UJ J — J <br />pw=U m <br />NT 0 w X LLJ <br />J <br />z '� w m <br />Q`�Q O <br />U0� v <br />C4 Q <br />Lu U <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 (Vasd=108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = t0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />.AFTER THE DATE R IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WBHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. j <br />02019-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />12.12.17 <br />1.00 6TH ED.(2)17) FBC <br />UPDATES <br />07.31.18 <br />1.01 ELEV. A TRUSS LAYOUT <br />REVISED <br />01.25.19 <br />1.02 BEARING WALL NOTE <br />LARIFICATION <br />02.07.19 <br />1.03 USE SIMPSON H10A ILO <br />USP RT16A <br />VERSION NO. 1.03 / 02.07.19 <br />v <br />I <br />z3 - <br />r <br />E=-fi`�����A'�a. bv't P?yt'.w b•�'�yL� <br />C�2 <br />I <br />L o <br />w <br />cc J <br />Z O <br />w <br />a C _ C) <br />W CO 3 <br />W wC _1 �00 <br />W ZD* }* w* <br />Z IVw <br />QLLI =w <br />C9 <br />W ❑ ❑ <br />SHEET TITLE: <br />LINTEL PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390442 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />201 <br />w <br />A <br />
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