BIN B-4 PERMIT 4318 - Laserfiche WebLink

Browse Search

ENGINEERING SPECIFICATIONS I PRODUCT DESCRIPTION 1 HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGr~ED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. I MATERIALS I . F'C 8" PRECAST LINTELS = 3500 PSI . FC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI . FC 4" PRECAST LINTELS = 3000 PSI . GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP, IGENERAL NOTES I 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTelS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L./360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L.l180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTIOM OF LINTEL CAVITY. 7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTIOM STEEL FOR MECHANICAL ANCHORAGE. I SAFE LOAD TABLE NOTES I 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2, N.R. = NOT RATED. 3, SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4, SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT, SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTElS (AST-(RtlTe _______ TYPE LENGTH_______ SAFE LOAD - POUNDS PER LINEAR FOOT nOB 8F12-0B 8F16-QB BF20-QB BF24-0B 8F28-QB 882-0B 8U8 BFB-IB BF12-1B 8FI6-1B 8F2D-IB 8F24- IB 8F2B-IB BF32-1B 3069 4605 6113 7547 8974 10394 11809 2231 3069 4605 6113 7547 8974 10394 11809 3069 3719 5163 6607 8054 9502 10951 2231 3069 4605 6113 7547 8974 10394 11809 2561 2751 3820 4890 5961 7034 8107 1966 2693 4605 6113 7547 8974 10394 11809 1969 2110 2931 3753 4576 5400 6224 1599 2189 4375 6113 7547 (7 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 1217 1663 3090 5365 7547 (36 7342 (19 8733 (19 10127 (19 1105 1173 1631 2090 2549 3009 3470 1062 1451 2622 4360 7168 (45 6036 (19 7181 (19 8328 (20 1238 2177 3480 3031 3707 4383 5061 908 1238 2177 3480 5381 8360 10394 (3r 8825 (14 1011 1729 2632 2205 2698 3191 3685 743 1011 1729 2661 3898 5681 8467 (44 6472 (15 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 (37 6390 (47 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 (38 4754 (45 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7'-6" (90") PRECAST 9'-4" (112") PRECAST 554 10'-6" (126") PRECAST 475 11'-4" (136") PRECAST 362 12'-0" (144") PRECAST 337 13'-4" (160") PRECAST 296 14'-0" (168") PRECAST 279 14'-8" (176") PRESTRBSED N.R. 15'-4" (184") PRESTRESSED N.R. 17'-4" (208") PRESTRESSED N.R. 19'-4" (232") PRESTRESSED N.R. 21'-4" (256") PRESTRESSED N.R. 22'-0" (264") PRESTRESSED N.R. 24'-0" (288") PRESTRESSED N.R. SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS rl ,:.i -3 ~ 8- .... i e.. 8 " o .:,i ~ " 11 " '" ol> ~ ~ ~ ,- ::; ?: ~ ~ iil J ~ ~ .g ~ ,- :::i (AST-(R.Te _______ TYPE LENGTH _______ SAFE LOAD - POUNDS PER LINEAR FOOT 8Rf6-OB 8RflQ-OB 8RfI4-0B 8Rf18-QB 8RF22-OB 8RF26-QB 8RU6 8Rf6-IB 8RflD-IB 8RflHB 8RfIB-IB 8RF22-IB 8RF26-IB 1749 3355 3280 4349 5421 6493 1635 1891 3699 5206 6639 8060 9479 1596 3063 2992 3968 4946 5924 1494 1756 3699 5206 6639 8060 9479 920 1770 1716 2277 2839 3402 866 1167 2481 4567 6389 8060 (34 7917(19 859 1653 1600 2124 2649 3174 810 1113 2342 4242 6639 (10 8060 (39 7402 (19 901 1825 3120 5048 7747 9448 901 1825 3120 5048 7915 9479 755 1490 2459 3776 5743 7239 755 1490 2459 3776 5743 8998 (19 466 999 1568 2253 3129 4091 526 999 1568 2253 3129 4150 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 8Rf3O-QB 8Rf3D-IB 7567 10893 6904 10893 3966 9311 (19] 3700 8706 (19 7360 10893 (32 5623 10893 (48 3146 5891 (47 4'-4" (52") PRECAST 4'-6" (54") PRECAST 5'-8" (68") PRECAST 5'-10" (70") PRECAST 6'-8" (80") PRECAST 797 7'-6" (90") PRECAST 669 9'-8" (116") PRECAST 411 . CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGHT = 1900 PSI . REBAR PER ASTM A615 GRADE 60 . PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION . 7/32 INCH WIRE PER ASTM A510 . MORTAR PER ASTM C270 TYPE M OR S + APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, 11, ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN, 12, THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-lB SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ~AST-~Rn'e SAFE LOAD ~ ~ PlF _______ TYPE REINF. LENGTH _______ 8U8 8F8 CMU* <1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS (AST-(RtlT. _______ TYPE LENGTH _______ 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 1293 1642 2135 2'-10" (34") PRECAST 1025 1024 1830 3'-6" (42") PRECAST 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 411 411 734 5'-4" (64") PRECAST 340 339 607 5'-10" (70") PRECAST 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 9'-4" (112") PRECAST 424 534 357 7'-6" (90") PRECAST 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 12'-0" (144") PRECAST 13'-4" (160") PRECAST 217 324 109 13'-4" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRESTRESSED 15'-4" ( 184") PRESTRESSED 17'-4" (208") PRESTRESSED 19'-4" (232") PRESTRESSED 205 293 98 14'-0" (168") PRECAST N.R. 284 89 14'-8" (176") PRESTRESSED N.R. 259 82 15'-4" (184") PRESTRESSED N.R. 194 63 17'-4" (208") PRESTRESSED N.R. 148 51 19'-4" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'-0" (264 ") PRESTRESSED 21'-4" (256") PRESTRESSED N.R. 125 42 N.R. 116 39 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS ~AST-~R.Te SAFE LOAD ~ ~ PLF ------- TYPE 8RU6 8RF6 REINF. LENGTH _____ CMU* SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS (AST-(RtlTe _____ TYPE lENGTH ______ 4'-4" (52") PRECAST 4'-4" (52") PRECAST 4'-6" (54") PRECAST 5'-8" (68") PRECAST 758 757 1365 694 693 1249 4'-6" (54") PRECAST 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 687 5'-10" (70") PRECAST 382 381 6'-8" (80") PRECAST 595 788 510 6'-8" (80") PRECAST 7'-6" (90") PRECAST 9'-8" (116") PRECAST 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 8F32-IT 882- 2T 9608 9608 7636 7636 6627 6627 5861 5861 4924 4924 4498 4498 4038 4038 3508 (9 3508 2494 IS 2842 2007 15) 2544 1749 15) 2369 1582 15) 2247 1321 14 1993 1218 14 1954 (7 112914 18H 11 1052 13 1801 14 872 12 1470 14 746 12 1225 14 654 11 1046 13 629 11 997 13 566 10 875 13 8Rf30-IT 8Rf30-2T 6183 6183 5924 5924 4594 4594 4453 4453 3865 3865 3257 3421 2322 16 2652 -J 6 ~ ~ I IJ") rl NOMINAL WIDTH NOMINAL HEIGHT . <. '~ ~. D 'f c, . 't. , o 0 8RF14-0B/lT o -J ~ Z f- i: J: o 8 Z W J: - ./ i- i--~ r- r- i- r- #5 REBAR AT TOP MIN. (1) REQ'D J 1-1/2" CLEAR e.M,U. i:o rl ~ 7-5/8" j ACTUAL 8" NOMINAL WIDTH TYPE DESIGNATION r F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT I BOTIOM OF LINTEL CAVITY 8F16-lB/lT J J L QUANTITY OF #5 REBAR AT TOP o LINTEL PLAN o LINTEL SCHEDULE (', t. 0' D c1 c, . ~ D 'f c, . t. , O~O 't. 0 O(gjO o 8F16-0B/lT 8F16-lB/lT o @) o I o . ;r .... ~ . . . . . . (G) . . 00. C.I ~^ . . . ~~ o U ~I U o . (F) ~. I' I Lr-L\ )~ / / / / / / / / / / / / (/ ~ L 1T~ ~, II l( i~r: r-' ~, . v ~. .~ 0 o . ~ . . . I . I I I I I I I I J . ..1 I I i ~ I I - . - .-.-- ..- --..---.-- _u1 ,-- ~-I II I ,V~ o 00 .1 I I I l~ < rLit V//////////J I I I I I I I L r.. . A1~ ~~~ \~1~~ ~ ~/,,~ --- ~,\ I ~ '~ ' l~_~-A rJ~ z.- - . vFC.~ ...r<l: ... IV ;,., ,aJ ~~J ~ ~ . . o . . . www ocl!)u <(~~ =>QO 5S~z 8. CAST-IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS, 03-0605,05 AND 03-0605.04 1l,THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12, LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD o . . . . . co ~ o o I C\I L() I I'-- ~ ~ L() ~ . >- 0::: o r- z w > z - o z N g ~~ ~ ~~~~~ Z x..J -;;) :': ~ e" ~ u..... I"') . Z co ... co 'I"-!~ei..t.l WOS" ...J a:..J v " ~ ]~ e" a.. W I- Z z ~UJ~ ~ ~;;g ~ ~i~ ~ ~ ~~~ ~ ~ ~~~ ~~ UJ ~8~ ~~ ;; ....~UJ 00 ~~ ~~;; ~~ ~iS u.. ;)io ~~o lI)UJ ~ ~cZ -~ 0 ~ uo~ !ill) 0:5 ~Z8 I!!! ~o ffi~1il oc 8~ :~3 ~~ ~15 00 I L.j a.. It Ll") ~~u ~\~ cz::: .::1: ~ e e e s o U 0\ U o Ui .S 00\ t--.. rJl .... Ui c<) ~ ]] ~ooo ~ rJ) 0 G:: ~ F1 ~ c<) I-< ~ 1-<'10\ 5'00\ ~ ~ ~ ~ ~ 'Vi ~ ~ m ~ ....' 0\ ~ 0 ~~t--..~~~'"dO rJ) t--..t--.. ~'o ~~.~ ~~~ ~ UNrJ)Oo..~ :tl: Vl Vl ~ z ~-5~ -g~ 8~8 !:!:lg~~Vl~~Vl~ 01(6 ~ ~i5a:;3mll:~z~ ::) o><~zu.~zo<t::)5! O'li.l~o~oo~O'wo~ ~~~:jf'-e~f'-~~~:j <tf'- ~w~o~wwu. ~ Q~w~::) ~~Qb~ t(<t> OZ ~r-Z~ o .... U. 0 II ~ Q) en> - - .- I ~ Q) .- > +-I en Q) L. () w o~ o~ :5 ~a.. U o - CO co ~ +-I o .-J o o \D 2 .- 0 ::J.q- z(j)M"" OeM"" ~-o'N (j)>0'\Lf') >~ffiO I \00'\ :._~ ~ Q) M \0 ~01-M"" :<(0- I ~o.....cU.M .. ~ ~ ~~ ~~~~ .1- Z o o \D II) C o '0; .:;; Q) oc Lt) o o N 1- (]J > o 'U C <( >-1- ~z z~ W.......zz UOOO WUl/i ~~z~ o8~o Z oc ~ c::( a.>a. W>::E I- OC c::( wWI- :r: CO F= W ~ 01- I- ::E ~ --0 0:::: Z 0 I >-~F=(/') a.::E~:::> O~OC~ U:JWct a.ZLL (/')Z .......c::( I~ I- SAFE LOAD - POUNDS PER LINEAR FOOT BFB-IT 8F12-IT BFI6-1T BF20-1T BF2+1T BF28-1T BFB-2T BF12-2T BFI6-2T 8F2D-2T 8F24-2T 8F28-2T 1972 3173 4460 5747 7034 8321 1972 3173 4460 5747 7034 8321 1569 2524 3547 4569 5591 6613 1569 2524 3547 4569 5591 6613 1363 2192 3079 3966 4853 5740 1363 2192 3079 3966 4853 5740 1207 1940 2724 3508 4292 5077 1207 1940 2724 3508 4292 5077 1016 1632 2290 2949 3607 4265 1016 1632 2290 2949 3607 4265 909 1492 2093 2694 3295 3897 929 1492 2093 2694 3295 3897 835 (12 1340 1880 2419 2959 3498 835 1340 1880 2419 2959 3498 727 (23 1021 1634 (12 210~11 2571 (10 3039 (10 727 1166 1634 2102 2571 3039 591 680 1l3~15 147~15 181tlS 2152 (16 591 851 1326 1705 2084 2463 530 552 914(15 118~1S: 1458 (15 1732 (IS 530 686 1183 1526 1865 2204 474 485 798(15 1034 (15: 1272 OS 1510 (IS 494 599 1028 1422 1738 2053 470 (9 441 723 (14 936 (14 1151 (15 1366 (15 470 543 928 1349 1649 1948 418(15 373 606 (14 783 (14 962 (14 1141 (14 428 455 770 1145 1444 1718 384 (IS 346 559 (14 723 (14 887 (14 1052 (14 410 420 709 1050 1434 (8 1694 8 239 323 519 (13 671 (13 823 (13 976 14 246 390 655 968 1324 (8 162~ II 224 302 485 (!3 626 (13 767 (13 909 13 230 364 609 897 1224 (8 1562 14 187 255 404 (12 520 (12 637 (12 754 12 192 303 500 732 993 (8 1268 14 162 222 347(11 446(11 546 (12 646 12 166 261 424 616 831 (8 1057 14 142 198 306(11 393(11 480(11 567 11 142 230 369 531 713 (7 903 13 137 192 295 (10 378(11 461 (10 545 II 137 221 354 508 681 (7 86113 124 175 267 (10 341 (10 416 (10 491 10 124 200 316 450 600 (7 756 12 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LOAD - POUNDS PER LINEAR FOOT 8Rf6-1T 8RfID-IT 8RflHT 8RflB-1T 8RF22-IT 8Rf26-IT 8Rf6-2T 8RfID-2T 8RfI4-2T 8RflB-2T 8RF22-2T 8Rf26-2T 905 1748 2635 3522 4409 5296 905 1748 2635 3522 4409 5296 867 1675 2525 3374 4224 5074 867 1675 2525 3374 4224 5074 675 1301 1960 2618 3277 3935 675 1301 1960 2618 3277 3935 655 1262 1900 2538 3176 3815 655 1262 1900 2538 3176 3815 570 1012 1651 2204 2758 3312 570 1097 1651 2204 2758 3312 506 797 1462 (8 1952 (7 2442 (6 2931 6 506 967 1462 1952 2442 2931 395 491 931(12 1301(15 1640(15 1980(15 395 589 1135 1514 1893 2272 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 - - co 3: E 2 (j) ~ oc S2A! 1.1) o o N C0 SHEET NO. LAST PLOT DATE Mar. 2', 05