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'". <br />-. <br />" , lo....... <br />.. ~' lo.... . <br />..... . . ~ .. <br />... .,.., <br />, I... , <br />" . .... ~ <br />.......'.... . <br />lo.... . . ~ . <br />'. <br />.... , lo....... <br />, '. <br />...~. .; <br />... ..." <br />'. <br />. ..lo.... <br /> <br />o 0 <br />8RF40 OB/l T <br />@ <br /> <br />7.5/8"ACTLAL <br />8" ~O~IML WDTH <br /> <br />MATERIALS <br />1. f'c precast lintels = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f'g = 3000 psi w/ <br />maximum 3/8" aggregate and 8" to 11" slump. <br />4. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />5. Rebar per ASTM A615 Grade 60. <br />6. Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7.7/32 wire per ASTM A510. <br />8, Mortar per ASTM C270 type M or S. <br /> <br />GEI\ERAL INSTALLATION NOTES <br /> <br />. ;p.... <br />" .. ...~ . <br />"'" . . ~ .. <br />'t" .,,,, <br />, -... , <br />... . lo. ~ ... <br />, .. ~.. ..... . <br />lo.... . '''lo. <br />-. <br />~ . lo.... ~ <br />'.... ". <br />, '. <br />~ ., , <br />'. <br />, '. <br /> <br />o 0 <br />8F160B/l T <br />CD <br /> <br />Vf;C" <br />".. lo.... <br />: : ,'~ <br />. . <br />. '. <br />. <br />o 0 <br />8RF6-0B/l <br />CD <br /> <br />. ;0" <br />... ' ~ lo.~' <br />lo..... . '". <br />~ ... II' " <br />II' '... , <br />~ . "'" <br />.... .. ~.. .,. . <br />"',. . "lo. <br />'. <br />~ . .,.... <br />... .. ..' .., . <br />lo. . . ~ .. <br />. .. <br /> <br />~ "",." <br />... .. ~' lo... . <br />lo.... ' '''lo. <br />" ., 11', <br />.. . ~ , <br />" . .,.... <br />... .. ~.. lo... . <br />lo.... . "~.. <br /> <br />'. <br />.... , lo...,. <br />.. ~.. .... <br />. '. <br /> <br />','0.'. . <br />. <br />o 0 <br />8F28 lB/l <br /> <br />@ <br /> <br />ROUT <br /> <br />1, Provide full Mortar head and bed joints, <br />2, Shore filed lin:els as required, <br />3, Installaton of lintel must comply with the architectural andlor structural drawings, <br />4, U-Lintels are manu'actured with 5-112" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5, All lintels meet or exceed L/360 vertical defection, except lin',els 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <br />6, Bottom field added rebar:o be located at the bottom of the lintel cavi:y, <br />7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage, <br />8. Cast-in-place concre',e may be provided in composite lintel in lieu of concrete <br />masonry units, <br />9, Sa:e load ra:ings based on rational design analysis per ACI 318 and ACI 530 <br />10, Product Approvals: Miami Dade COU'lty, F!orida Nos,03-060505 and 03-0605,04, <br />11, The extenor surface of lintelS installed in exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coati ng, <br />12, Lintelsoaded simultaneously wi',h veritcal (gravi:y and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load Applied horizontal load <br />+ <br />Safe vertical load <br /> <br />SAFE LOAD TABLE NOTES <br /> <br />Safe horizontal load <br /> <br />< 1.0 <br /> <br />1 All values based on minimum 4" bearing, Exception: Safe loads for unfilled <br /> <br />lin:els must be red"ced by 20% if bearirg length is less than 6-1/2", <br /> <br />Sa'e loads for all recessed lintels based on 8" nominal bearing, <br /> <br />2, ~,R, = Not Ra'.ed, <br />3, ~afe loads are ~otal superimposed allowable load on the section specified. <br /> <br />4, Safe loads based on grade 40 or grade 60 field rebar, <br /> <br />5, &dditional latetol load capacity can be obtained by 'he designer by providing <br />addional reinforced masonry above the precast lintel, <br />6, One #7 rebarl1ay be substituted for two #5 rebars in 8" lintels only, <br />7 The designer may evaluate concentrated loads from the safe load tables by <br />calculating the maximum resisting 'l1oment and shear at d-away from the face of support, <br />8, For composite lin:el heights not shown, use safe ioad from next lower height. <br /> <br />9, For lintel lengths not shown, use safe load from the next longest length shown, <br />10, All safe loads in units of pounds per linear foot. <br />11, All safe loads based on simply support span, <br />12, The n~mber in the parenthesis indicates the percent reduction for grade 40 <br />feld added rebar, <br />Example: 7'-6" lintel Type 8f32-1B safe gravity 'oad = 6472 (15) <br />w/15% reduction = > 6472 (,85) = 5501 plf <br /> <br />SAFE LOAD TABLES <br /> <br />~~~ <br /> <br />____ TYPE <br />LENGTH _____ <br /> <br />2'-10" (34") PRECAST <br /> <br />3'6" (42") PRECAST <br /> <br />4'-0' (48") PRECAST <br /> <br />4'-6" (54") PRECAST <br /> <br />5'-4" (64") PRECAST <br /> <br />5'-10"(70") PRECAST <br />6'-6" (78") PRECAST <br /> <br />7'-6' (90") PRECAST <br />9'-4" (112")PRECAST <br /> <br />10'-6" (126") PRECAST <br /> <br />11'-4" (136") PRECAST <br />12'-0" (144") PRECAST <br />13'-4" (160") PRECAST <br />14'-0" (168") PRECAST <br />14'8" (176") PRESTRESSED <br />15'-4" (184") PRESTRESSED <br />17'-4" (208") PRESTRESSED <br /> <br />19'-4" (232") PRESTRESSED <br />21'-4" (256") PRESTRESSED <br />22'-0" (264") PRESTRESSED <br /> <br />24'-0" (288") PRESTRESSED <br /> <br />~~~ <br />L~ <br />2'-10" (34") PRECAST <br />3'-6" (42") PRECAST <br />4'.0" (48") PRECAST <br />4'-6" (54") PRECAST <br /> <br />5'-4" (64") PRECAST <br />5.10" (70") PRECAST <br />6'-6" (78") PRECAST <br /> <br />7'-6" (90") PRECAST <br />9'-4" (112") PRECAST <br />10'-6" (126") PRECAST <br /> <br />11'-4" (136") PRECAST <br /> <br />12'-0" (144") PRECAST <br />13'-4" (160") PRECAST <br /> <br />14'-0" (168") PRECAST <br /> <br />14'8" (176") PRESTRESSED <br /> <br />15'4" (184") PRESTRESSED <br /> <br />17'-4" (208") PRESTRESSED <br /> <br />19' 4" (232") P'lESTRESSED <br /> <br />21' 4" (256") PRESTRESSED <br /> <br />22'-0" (264") PRESTRESSED <br /> <br />24'-0" (288") PRESTRESSED <br /> <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br /> <br />8F8-iT <br />8F8-2T <br /> <br />1C17? <br />1Q7? <br />1 ,')R9 <br />1 ,')RQ <br />1 3R3 <br />1363 <br />1207 <br />1207 <br />1016 <br />1016 <br />909 <br />929 <br />835 (12 <br />835 <br />727 (23 <br />727 <br />591 <br />591 <br />530 <br />530 <br />474 <br />494 <br />470 (9) <br />470 <br />418 115 <br />428 <br />384(15 <br />410 <br />239 <br />246 <br />224 <br />230 <br />187 <br />192 <br />162 <br />166 <br />142 <br />142 <br />137 <br />137 <br />124 <br />124 <br /> <br />~~~ <br />L~E 8R1./6 <br />4'-4' (52") PRECAST 1635 <br />4'6" (54") PRECAST 1494 <br /> <br />5'-8" (68") PRECAST 866 <br />5'-10" (70") PRECAST 810 <br />6-8" (80") PRECAST 797 <br />7'-6' (90") PRECAST 669 <br />9'-8" (116")PRECAST 411 <br /> <br />8" PRECAST & PRESTRESSED U.LlNTELS <br /> <br />8U8 8F8.0B <br />8F8-1B <br />2231 30RQ <br />30RQ <br />2231 30RQ <br />::l069 <br />1966 2561 <br />2693 <br />1599 1969 <br />2189 <br />1217 1349 <br />1663 <br />1062 1105 <br />1451 <br />908 1238 <br />1238 <br />743 1011 <br />1011 <br />554 699 <br />752 <br />475 535 <br />643 <br />362 582 <br />582 <br />337 540 <br />540 <br />296 471 <br />471 <br />279 424 <br />442 <br />N.R, NR <br />458 <br />N.R, NR <br />412 <br />N,R, NR <br />300 <br />N.R, NR <br />235 <br />N.R, NR <br />180 <br />N.R, Nfl <br />165 <br />N.R, Nfl <br />129 <br /> <br />8F12-0B <br />8F12-1B <br />4RO') <br />4 RO ') <br />371Q <br />460') <br />n')1 <br />460') <br />2110 <br />4375 <br />14"'8 <br />3090 <br />1173 <br />2622 <br />2177 <br />2177 <br />1729 <br />1729 <br />1160 <br />1245 <br />890 <br />1052 <br />945 <br />945 <br />873 <br />873 <br />755 <br />755 <br />706 <br />706 <br />Nfl <br />783 <br />NR <br />710 <br />NR <br />548 <br />NR <br />420 <br />NR <br />340 <br />N'l <br />315 <br />Nfl <br />250 <br /> <br />GRAVITY <br /> <br />8F16-0B 8F20-0B <br />8Fl6-1B 8F20-1B <br /> <br />6113 <br />6113 <br />'>16., <br />6113 <br />3R2C'l <br />6113 <br />2931 <br />6113 <br />1999 <br />5365 <br />1631 <br />4360 <br />3480 <br />3480 <br />2632 <br />..,<=:<=:1 <br />1R?<=; <br />1R43 <br />1?47 <br />1<=;,.' <br />1<"" <br />1<"" <br />1?<;L1 <br />1?<;L1 <br />1 n7<; <br />'n7<; <br />1nn? <br />1nn? <br />NR <br />n7n <br />NR <br />1?')C'l <br />NR <br />Q<=;O <br />NR <br />7'>0 <br />NR <br />598 <br />NR <br />,,<=;o <br />"R <br />4')0 <br /> <br />UPLIFT <br /> <br />8F20-lT <br />18F20-2 <br />5747 <br />5747 <br />4569 <br />4569 <br />3966 <br />3966 <br />3508 <br />3508 <br />2949 <br />2949 <br />2694 <br />2694 <br />2419 <br />2419 <br />2102 (11 <br />2102 <br />1471 (15 <br />1705 <br />1185 (15 <br />1526 <br />1034 (15 <br />1422 <br />936 (14 <br />1349 <br />783 (14 <br />1145 <br />723 (14 <br />1050 <br />671 (13 <br />968 <br />626 (13 <br />897 <br />520 (12 <br />732 <br />446 III <br />616 <br />393 111 <br />531 <br />378 (11 <br />508 <br />341 (10 <br />450 <br /> <br />7547 <br />7547 <br />6607 <br />7547 <br />4890 <br />7')47 <br />3753 <br />7547(7) <br />2560 <br />7547(36) <br />2090 <br />7168 (45) <br />3031 <br />5381 <br />"'')1'\<'; <br />':>QOQ <br />?<=;R4 <br />?<=;Rl1 <br />')I'\Q'::I <br />?/JQ., <br />1Ril" <br />1Rl1R <br />H~RL1 <br />1RRL1 <br />, ,I~Q <br />, ,\~Q <br />1<?" <br />n~" <br />NR <br />, an') <br />NR <br />17<. <br />\lR <br />1.')R <br />NR <br />1n.<7 <br />Nfl <br />R45 <br />'Jfl <br />7ilL1 <br />Nfl <br />R<;L1 <br /> <br />8" PRECAST & PRESTRESSED U-Ll~TELS <br /> <br />8RF6.0B <br />8RF6-1B <br />1749 <br />1891 <br />1596 <br />1756 <br />920 <br />1167 <br />859 <br />1113 <br />901 <br />901 <br />755 <br />755 <br />466 <br />526 <br /> <br />8RF10-0B <br />8RF10-1B <br />3355 <br />3699 <br />3063 <br />3699 <br />1770 <br />2481 <br />1653 <br />2342 <br />1825 <br />1825 <br />1490 <br />1490 <br />999 <br />999 <br /> <br />8F24-lT <br />8F24-2T <br /> <br />7034 <br />7034 <br />5591 <br />5591 <br />4853 <br />4853 <br />4292 <br />4?Q? <br />3607 <br />3607 <br />32Q5 <br />3295 <br />2959 <br />2959 <br />2571 (10 <br />2571 <br />1811 (15 <br />2084 <br />1458 (15 <br />1865 <br />1272 (15 <br />1738 <br />1151 (15 <br />1649 <br />962 (14 <br />1444 <br />887 (14 <br />1434 (8) <br />823 (13 <br />1324 (8) <br />767 (13 <br />1224 (8) <br />637 (12 <br />993 (8) <br />546 (12 <br />831 (8) <br />480 {11 <br />713 (7) <br />461 (10 <br />681 (7) <br />416 (10 <br />600 (7) <br /> <br />GRAVITY <br /> <br />8F24-0B <br />8F24-1B <br />8974 <br />8974 <br />8054 <br />8974 <br />5961 <br />8974 <br />4576 <br />8672 <br />3123 <br />7342 (19) <br />2549 <br />6036 (19) <br />3707 <br />8360 <br />2698 <br />5681 <br />3486 <br />3486 <br />2777 <br />2781 <br />2423 <br />2423 <br />2193 <br />2193 <br />1838 <br />1838 <br />1697 <br />1697 <br />NR <br />2245 <br />NR <br />2058 <br />NR <br />1609 <br />NR <br />1282 <br />Nfl <br />1114 <br />NR <br />1047 <br />NR <br />884 <br /> <br />8F28-lT <br />8F28-2T <br />R.?1 <br />R.?1 <br />6613 <br />6613 <br /><=;740 <br />574C'l <br />5077 <br />')077 <br />4265 <br />4265 <br />3897 <br />3897 <br />3498 <br />3498 <br />3039 (10 <br />3039 <br />2152 116 <br />2463 <br />1732 (15 <br />2204 <br />1510 (15 <br />2053 <br />1366 (15 <br />1948 <br />1141 114 <br />1718 <br />1052 (14 <br />1694 (8) <br />976 (14 <br />1625 (11 <br />909 (13 <br />1562 (14 <br />754 (12 <br />1268 (14 <br />646 (12 <br />1057 (14 <br />567 (11 <br />903 (13 <br />545 (11 <br />861 (13 <br />491 (10 <br />756 (12 <br /> <br />8F28-0B <br />8F28-1B <br />10394 <br />10394 <br />9502 <br />10394 <br />7034 <br />10394 <br />5400 <br />10294 <br />3686 <br />8733 (19) <br />3009 <br />7181 (19) <br />4383 <br />10394 (37) <br />3191 <br />8467 (44) <br />2818 <br />4705 (37) <br />2163 <br />3643 (38) <br />3127 <br />3127 <br />2805 <br />2805 <br />2316 <br />2316 <br />2127 <br />2127 <br />NR <br />2517 <br />NR <br />2320 <br />NR <br />1849 <br />NR <br />1515 <br />NR <br />1359 <br />NR <br />1285 <br />NR <br />1092 <br /> <br />8F32-0B <br />8F32-1B <br />11809 <br />118C'lQ <br />10951 <br />11809 <br />8107 <br />11809 <br />6224 <br />11809 <br />4249 <br />10127 (19) <br />3470 <br />8328 (20) <br />5061 <br />8825 (14) <br />3685 <br />6472 (15) <br />3302 <br />6390 (47) <br />2536 <br />4754 (45) <br />4006 <br />4006 <br />3552 <br />3552 <br />2883 <br />2883 <br />2630 <br />2630 <br />NR <br />2712 <br />NR <br />2513 <br />NR <br />2047 <br />NR <br />1716 <br />NR <br />1468 <br />NR <br />1399 <br />NR <br />1222 <br /> <br />LATERAL <br /> <br />8F32-1 T <br />8t-32-21 <br />QR/JR <br />QR/JR <br />7R."'6 <br />7R3Fi <br />RFi?7 <br />FiFi27 <br />5861 <br />"'861 <br />4924 <br />4924 <br />4498 <br />4498 <br />4038 <br />4038 <br />3508 (9) 424 534 357 <br />3508 <br />2494 (15 326 512 227 <br />2842 <br />2007 (15 284 401 178 <br />2544 <br />1749 115 260 452 152 <br />2369 <br />1582 (15 244 402 135 <br />2247 <br />1321 (14) 217 324 109 <br />1993 <br />1218 <br />1954 <br />1129 <br />1874 <br />1052 <br />1801 <br />872 <br />1470 <br />746 <br />1225 <br />654 <br />1046 <br />629 <br />997 <br />566 <br />875 <br /> <br />8" PRECAST W/2" RECESS DOOR U-LlNTELS <br /> <br />(14) 205 <br />(7) <br />(14 <br />(11) N.R, <br />(13) N.R, <br />(14) <br />(12) N.R, <br />(14) <br />(12) <br />(14 N.R, <br />(11 <br />(13) N.R, <br />(11) <br />(13 N.R, <br />(10) <br />(13) N.R, 91 <br /> <br />8RF26-0B <br />8RF26,lB <br />6493 <br />9479 <br />5924 <br />9479 <br />3402 <br />7917 (19) <br />3174 <br />7402 (19) <br />9448 <br />9479 <br />7239 <br />8998 (19) <br />4091 <br />4150 <br /> <br />~~~ UPLIFT <br /> <br />________ TYPE 8RF6-lT RRF1 C'l-1T RRF14-1T 8RF18-lT 8RF22.lT 8RF26-lT 8RF30-lT <br />LENGTH _______ 8RF6-2T ,~~, ^ ~T' nn~' d..'JT 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T <br />4'4" (52") PRECAST 905 17l1R 2635 3522 4409 5296 6183 <br />905 174R 2635 3522 4409 5296 6183 <br />4'-6" (54") PRECAST 867 1 Fi7,) 2525 :;374 4224 5074 5924 <br />867 1 Fi7,) 2525 3374 4224 5074 5924 <br />5'8" (68") PRECAST 675 1 ::lC'l1 1960 2611:S 3277 3935 4594 <br />675 1::lC'l1 1960 2618 3277 3935 4594 <br />5'-10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453 <br />655 1?R? 1900 2538 3176 3815 4453 <br />6-8" (80") PRECAST 570 1 C'l1? 1651 2204 2758 3312 3865 <br />570 1 nQ7 1651 2204 2758 3312 3865 <br />7'-6" (90") PRECAST 506 7Q7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 <br />506 967 1462 1952 2442 2931 3421 <br />9'-8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 (15 2322 (16 <br />395 589 1135 1514 1893 2272 2652 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIO~S FOR <br />GR40 FIELD ADDED REBAR. SEE NOTE NO, 4 <br /> <br />8F12.lT 8F16-lT <br />tlF12-:.lT 8F1o-2T <br />::l17::l 44FiO <br />317::1 44FiO <br />2524 ::l-"47 <br />25?4 ::l-"47 <br />219? 3079 <br />219? 3079 <br />1940 2724 <br />1940 2724 <br />1632 2290 <br />1632 2290 <br />1492 2093 <br />1492 2093 <br />1340 1880 <br />1340 1880 <br />1021 1634 (12) <br />1166 1634 <br />680 1133 (15 <br />851 1326 <br />552 914 (15 <br />686 1183 <br />485 798 (15 <br />599 1028 <br />441 723 (14 <br />543 928 <br />373 606 (14 <br />455 770 <br />346 559 (14 <br />420 709 <br />323 519 (13 <br />390 655 <br />302 485 (13 <br />364 609 <br />255 404 (12 <br />303 500 <br />222 347 (11 <br />261 424 <br />198 306 (11 <br />230 369 <br />192 295 (10 <br />221 354 <br />175 267 (llJ) <br />200 316 <br /> <br />8RF14-0B <br />8RF14-1B <br />3280 <br />5206 <br />2992 <br />5206 <br />1716 <br />4567 <br />1600 <br />4242 <br />3120 <br />3120 <br />2459 <br />2459 <br />1568 <br />1568 <br /> <br />8RF18-0B <br />8RFl8-1B <br />4349 <br />6639 <br />3968 <br />6639 <br />2277 <br />6389 <br />2124 <br />6639 110\ <br />5048 <br />5048 <br />3776 <br />3776 <br />2253 <br />2253 <br /> <br />8' PRECAST WI 2" RECESS DOOR U-LlNTELS <br /> <br />8RF22-0B <br />8RF22-1B <br />5421 <br />8060 <br />4946 <br />8060 <br />2839 <br />8060(34) <br />2649 <br />8060(39 <br />7747 <br />7915 <br />5743 <br />5743 <br />3129 <br />3129 <br /> <br />LATERAL <br /> <br />8U8 8F8 REINF <br />CMU <br />1293 642 2135 <br /> <br />1025 1024 1830 <br /> <br />765 763 1365 <br /> <br />592 591 1057 <br /> <br />411 411 734 <br /> <br />340 339 607 <br /> <br />507 721 483 <br /> <br />293 98 <br /> <br />284 89 <br /> <br />259 82 <br /> <br />194 63 <br /> <br />148 51 <br /> <br />125 42 <br /> <br />116 39 <br /> <br />33 <br /> <br />8RF30-0B <br />8RF30-1B <br />7567 <br />10893 <br />6904 <br />10893 <br />3966 <br />9311 (19) <br />3700 <br />8706 (19) <br />7360 <br />10893(32 <br />5623 <br />10893 (48) <br />3146 <br />5891 (47) <br /> <br />8RU6 8RF6 REINF, <br />C~U. <br /> <br />758 757 1365 <br /> <br />694 693 1249 <br /> <br />408 407 734 <br /> <br />382 381 687 <br /> <br />595 788 510 <br /> <br />509 674 393 <br /> <br />370 490 227 <br /> <br />jTYP. TIE BEAM W/3000 P.S.1. <br />CONC. W/l #5 REBAR CONT. <br />r USP SPT4 W/(6) -10d X 11/2 <br /> <br />G.t.,..... ";1=' ..... ,', <br />;::; :::; ;;: :::; =. :::; ;;: =- ':I' <br /> <br />... .... ....... . I , . ...." . <br />.. ~, .., .... . <br /> <br /> <br />I I~:: : <br />lit <br />I <br /> <br />STANDARD HOOKS W/25" <br />MIN. SPLICE <br /> <br />I <br /> <br />TYP. FILLED CELL W/3000 <br />P,S,I, CONe. <br />W/l #5 REBAR VERT. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />~ <br /> <br />~ <br /> <br />STD. 90 HOOK <br /> <br />~ SEE FOOTiNG DETAiL <br />TYP. MONO. FTG. <br /> <br />'/ <br />,. <br /> <br />SEE FOUND/\TiON PLAN <br />FOR LOCATiONS ,. <br /> <br />I <br /> <br />01 <br /> <br />'. <br />'. . <br /> <br />INTERIOR BEARING WALL <br />INTERIOR SHEARWALL <br />EXTERIOR FRAME WALL <br /> <br />TYP. BOND BEft,M <br />8" x 8" x 16" K.O, <br />LINTEL BLOCK <br />FILL W/3000 P,S.I. <br />CONC. Wll #5 DIA_ <br />REBAR MIN. LAP 25" <br />(ACI 530) <br /> <br />I <br /> <br />STD. 90 DEGREE <br />ANGLE .3000 P.S,I. <br />CONC. W/i #5 D!A, <br />RE8AF~ MIN. LAP 25" <br />(ACI 530) <br /> <br />INDICATES F1LLED <br />CELL FROM FTG, TO <br />BEAM WITH 1 #5 <br />BAR MIN, LAP 25" <br />(AC! 530) <br /> <br />I <br /> <br />~;. ;, <br /> <br />I <br />I <br /> <br />I <br />I <br /> <br />8" x 8" x 16" <br />C.M,U. <br /> <br />~ <br /> <br />I <br /> <br />'. . <br />. ~ lo. .._ <br /> <br />I <br />I <br /> <br />TYP, DOVv'EL 25" <br />MIN. LAP (ACt 530) <br /> <br />I <br /> <br />II:' . <br /> <br />8" C.M.U. <br /> <br />~~. ,.... ..... ..... .... "'" ,.... "'" ..... ..... ..... ....' ...., "'" "'., "'. "'., ,.... ,.... '....i <br /> <br />,'I J. '" lo., ' J." "'.. ' j" "'.. J" "'.. ' ~.. ..... ~ .." ..... 'I' .." ..... .. .." .... .. " '.... ,,'I...." 4" .... " d" "... .. ~" ..... .. 4.' 10... ., J l o.~ J." 0... " A" "'.. ' A 'f "'.. ,. ,I" <br />..... .. ., Ilo." .. . ." "'c=;5::;... . '. lo., . .~ 10." . ',. "'.. . .~ 11... . '" "'... ..~ ... . '" "'.. . .,..... . " It." . ., l.,. . ',....C:::::::;: ... .. ',,,,~ . '" 10.... . ." Io.~ . <br />, , ." -, , ." '\1" ." -, " ." t .. ." t " ." " " t '. " ,. t -, " , . -, " ~ ... " ,. ." " ~ . t " .. , " ~ " ," " ... ." -, .. . " -, ... ." 't" ." , , ." <br /> <br />r:" ..- <br /> <br />~ <br /> <br />I <br /> <br />'. . <br />.,.. ~ ~ <br /> <br />2" X 4" P.T. W/ <br />(3) 1/2" X 8" "J" BOLTS OR <br />(3) 1/2" X 6" EXPA~SION ANCHORS OR <br />(6) 3" X 1/4" TAPCONS <br />(8) 2 7/8" HILTI TIX-DNI NAILS <br /> <br />I <br /> <br />11.: <br />If:. <br /> <br />I <br /> <br />I <br /> <br />'. <br />"lo. : <br /> <br />I <br /> <br />11.: <br />f~. <br /> <br />~ . ...lo....... ." lo.~ ~ . ~ lo.~ ... . "" <br />.. ' ~: :; , ~.' :; , ~.' :; , ~ <br />~ ... ... ... ... ..... . lo.... , <br /> <br />. . . . ;~ <br />. ....... . ..... " ....... . lo..... . <br />II' ~' lo... ' ~' ..... ' ~' ~.. .. ~' lo.... .. <br />.. . . '" lo., . . ... lo... . . ~... ' ....... <br /> <br />- <br /> <br />FRAME (EXT./BRG./SHEAR) WALL <br />\ TO MASONRY CONNECTION DETAIL <br /> <br />I <br /> <br />, <br />\ <br /> <br />3 <br />5-2 <br /> <br />SCALE: N.T.S. <br /> <br />- <br /> <br />===:= <br /> <br />. ;JII]] LmII <br />;.;.. <br />,. NON-SHEARWALL SEGMENT <br /> <br />.. j.,,'. <br />LINTEL BEAM: 0:;: <br />1 COURSE LINTEL .:., <br />BLOCK W/ 1 # 5 . <br />BAR & 3000 PSI <br />GROUT, MIN. 25" <br />LAP (ACI 530) <br /> <br />i :' . <br /> <br />.11111111111111111111." <br /> <br />TYPICAL SHEARWALL SEGMENT <br />ALL SHEARWALL SEGMENTS <br />CONSIST OF A FILLED <br />CELL EACH END WITHOUT <br />AN OPENING BETWEEN. <br /> <br />CONC, SLAB <br />OVER 6 MIL V.B. OVER CLEAN <br />COMPACT, TERMITE TREATED <br />EARTH FILL REINFORCED WITH <br />6x6 Wl.4XW1,~ WWF \ <br /> <br />FI LLED CELL: <br />FILL BLK. CELLS WITH 3000 P.S,I. <br />jGROUT ONE #5 @ LOCATIOr--.S SHOWN <br />ON THE FOUNDATION PLAN <br />A~D FLOOR PLAN. <br />MIN. LAP 25" (ACI 530) <br /> <br />TOP_OF SLA_B-$ <br /> <br />NOTE: <br />SECTION BETWEEN DOWN RODS <br />ARE CONSIDERED SHEARWALLS <br />UNLESS OPENINGS ARE BETWEEN <br />THEM. <br /> <br />+--- <br /> <br />.~,\...:.,'. . <br /> <br />-, ".." ,,' .. <br />',!l. . <br />~.. ':,tt::t:.. ~" <br /> <br />"," 100. <br /> <br />I <br />, <br /> <br />- <br /> <br />2 '\ TYP. SHEARWALL SECTION <br />S-V SCALE: N.T.S. <br /> <br />- <br /> <br />PFZECAST "Ij" W~TEL V'JI 1.#5 CONT, IN <br />3000 PSI CONC. @ OPNGS. 6'0" & ovm, <br />PRECl\ST "U" LINTEL !\LL OPE~~INGS <br />UNDER 6'.0". <br /> <br />HURfi!CANE <br />A~~CHORS\ <br />(TYP,) \iI <br /> <br />. ',.;JI :;k::';;'. .~ .~ ....; . II "_ <br />r"7",::- ,7"'r: "':",~ "7";: ...~~"~ ..~..-::, ~ <br />~: . .....1.'.... ....., ....., ......, <br />~.: ~ :'8.-l.:..:...4._.~~.~:'''~ "~, ~_ <br />.;- <br /> <br />SPLICES 25" MiN. <br />LAP (ACI 530 ) <br /> <br />10" <br />HOOK <br />v v <br />1 1 <br />. . ~ . .:,' . .U,' .' ':1:' .'/- <br />:;:"',,- :;:.., ~..;:::;: "I' :-. -PI' ~ .. <br />.. . 'It..... . ~< I' _ < 1"" ... ~' ,: I' ~ j" ..I' <br /> <br />I ~:' ~ <br /> <br />, <br />I' <br /> <br />I <br /> <br />lC)?;: <br />N:J <br /> <br />. '. <br />" "!l. <br /> <br />I <br /> <br />": :-~ <br /> <br />II <br />. <br /> <br />I <br /> <br />h ':. REBAR BOTH SIDES FOr: :,. .. <br />.'; ':. OPENINGS 6'-0" OR MOR '.' <br />h,:. <br /> <br />I <br /> <br />I <br /> <br />h <br /> <br />. .':, ,I ' ,'..,,-. ':1 <br />" <br />n. . ., .-v : I <br /> <br />I <br /> <br />II <br /> <br />"', " <br />, . <br /> <br />~ <br /> <br />V. : <br /> <br />I <br /> <br />io-" "'... <br />.... '. <br /> <br />I <br /> <br />II <br /> <br />lo.,," :1>.. <br />..,., : <br /> <br />L ,:, <br /> <br />~ <br />R <br /> <br />I <br /> <br />L; ',' <br />f,,: :. "'.. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />'. <br /> <br />"', '" . <br />, .. <br /> <br />I <br /> <br />"" -: <br /> <br />II <br /> <br />'. <br /> <br />.... 50... <br /> <br />I <br /> <br />h. .;. <br /> <br />I <br /> <br />I.. . . <br />r~ .... <br /> <br />I <br /> <br />I <br /> <br />II <br /> <br />~: '., ~ lo. <br /> <br />" , <br />, <br /> <br />i.... ~'" <br /> <br />I <br /> <br />. <br />',II : <br /> <br />~ <br /> <br />I <br /> <br />II <br /> <br />I <br />I <br /> <br />h. : <br /> <br />h <br /> <br />~ <br /> <br />I <br /> <br />'".. ..... <br /> <br />'. <br /> <br />a... 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LAP t <br /> <br />L#3 OR #4 REINFbRCING BAR <br />#3 & #4 LAP SPLICE <br /> <br />25" MIN. LAP <br /> <br />~~L~ ;~N-t~R~N':B~ ~. <br />#5 LAP SPLICE <br />" 36" MIN. LAP " <br />1 1 <br />. Hi<. ~~~"W'~s~~.. :~~ ?~"?~^?~S^~S :,.-. <br />#6 REINFORCING BAR <br />#6 LAP SPLICE <br /> <br />- <br /> <br />I 5"\ REBAR SPLICE DETAIL <br />, S-V SCALE: N.T.S. <br /> <br />-- <br /> <br />1- THiS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. <br />2- UNLESS NOTED OTHERWiSE ALL LINTEL DEPTHS ARE TO BE <br />ASSUMED TO BE 16" MINIMUM DEPTH. <br />3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE <br />LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH <br />THE ELEVATION DRAWINGS <br />4, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER <br />LINTEL HEIGHT. <br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED <br />FOR THE DESIGN LOADS. 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