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I W1 <br />® A. [M [7 <br />au8 aF8-0E3/IT Of=a-05/2T 5F&-15/IT 5F`5-IE3/2T <br />4 <br />ij <br />ar-12-05/IT aF-12 -05/2T 5F12-IE3/IT 5F12-IE3/2T <br />7: ' r, <br />aFI(o-OE3/IT &FIro-05/2T aFIro - IE3/]T aF10-15/2T <br />5 <br />.I. F <br />ORP10-05/1T 5fRr-10-05/2T OfRF-10-15AT <br />*+ <br />aF,F14-05/IT OFF14-05/2T <br />5RF10-15/2T <br />j7 <br />a <br />OF20-OE3/IT OF20-05/2T OF20--15AT al`20-15/2T <br />a'' L-IN'FEL 5ECTIONe <br />5fRFI5_i5/IT <br />1 <br />all CE,5eE_[D LINT L SACI ION - <br />SAFE <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4=411mm <br />SAFE LOAD <br />PLF <br />TYPE <br />LENGTH <br />81J8 <br />81`8 <br />REINF* <br />CMU* <br />2'-10"'34") PRECAST <br />1293 <br />1642 <br />2135 <br />3'-6" (42") 1 <br />PRECAST <br />1025 <br />1024 <br />1830 <br />4'-0" (48") PRECAST <br />765 <br />763 <br />1365 <br />4'-6" (54") PRECAST <br />592 <br />5911 <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 />I 507 <br />721 <br />483 <br />7'-6" (90") PRECAST <br />424----534 <br />_�357 <br />9'-4" (112") PRECAST <br />I 326 <br />512 <br />227 <br />10'-6" (126") PRECAST <br />11'-4" (136") PRECAST <br />1 284 <br />260 <br />401 <br />452 <br />178 <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" (i 84") PRESTRESSED <br />17'-4" (208") PRESTRESSED <br />19'-4" (232") PRESTRESSED <br />21'-4" (256") PRESTRESSED <br />N.R. <br />N.R. <br />N.R. <br />N.R. <br />259 <br />194 <br />148 <br />125 <br />82 <br />63 <br />51 <br />r4 2 <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 />CAST-C]'RETE <br />HIGH 5TfRENC;;TH <br />PRECAST <br />LINTEL FILLED <br />WITH GROUT <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />.LENGTH <br />8F8-1T <br />8F12-1T <br />81`16-1T <br />8F20-1T <br />8F24-1T <br />8F28-1T <br />8F32-1T <br />8F8-2T <br />8F12-2T <br />81`16-2T <br />8F20-2T <br />8F24-2T <br />8F28-2T <br />8F32-2T <br />2'-10"(34") PRECAST <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />3'-6" (42") PRECAST <br />1569 <br />2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />1569 <br />2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />4'-0" (48") PRECAST <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />4'-6" (54") PRECAST <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />5'-4" (64") PRECAST <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />5'- 10" (70 ") PRECAST <br />909 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />929 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />6'-6" (78") PRECAST <br />835 (12) <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />835 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />7'-6" (90") PRECAST <br />727 (23) <br />1021 <br />1634(12) <br />2102 (11) <br />2571(1o) <br />3039(1o) <br />3508 (9) <br />727 <br />1166 <br />1634 <br />2102 <br />2571 <br />3039 <br />3508 <br />9'-4" (112") PRECAST <br />591 <br />680 <br />1133(15) <br />1471 (15) <br />1811 (15) <br />2152(16) <br />2494 (15) <br />591 <br />851 <br />1326 <br />1705 <br />2084 <br />2463 <br />2842 <br />10'-6" (126") PRECAST <br />530 <br />552 <br />1 914 (15) <br />1185(15)1 <br />1458(15) <br />1732(n)j <br />2007 (15) <br />530 <br />686 <br />1183 <br />1526 <br />1865 <br />2204 <br />2544 <br />11'-4" (136") PRECAST <br />474 <br />485 <br />798 (15) <br />1034(15) <br />1272(n) <br />1510 (15) <br />1749 (15) <br />494 <br />599 <br />1028 <br />1422 <br />1738 <br />2053 <br />2369 <br />12'-0" (144") PRECAST <br />470 (9) <br />441 <br />723 (14) <br />936 (4) <br />1151(15) <br />1366 (15) <br />1582(15) <br />470 <br />1 543 <br />928 <br />1349 <br />1649 <br />1948 <br />2247 1 <br />13'-4" (160") PRECAST <br />418 (15) <br />373 <br />606 (14) <br />783 (14) <br />962 (14) <br />1141(14) <br />1321(14) <br />428 <br />455 <br />770 <br />1145 <br />1444 <br />1718 <br />1993 <br />14'-0" (168") PRECAST <br />384 (n) <br />346 <br />559 (u) <br />723 (14) <br />887 (u) <br />1052(14) <br />1218 (14) <br />410 <br />420 <br />709 <br />1050 <br />1434 (8) <br />1694 (8) <br />1954 (7) <br />14'-8" (176") PRESTRESSED <br />239 <br />323 <br />519 (13) <br />671 (13) <br />823 (m) <br />976 (14)1 <br />1129 (14) <br />246 1 <br />390 <br />655 <br />968 <br />1324 (8) <br />1625(11) <br />1874 (11) <br />15'-4" (184") PRESTRESSED <br />224 <br />102 <br />485 (13) <br />626 (13) <br />767 (13) <br />909 (13) <br />1052 (n) <br />230 <br />364 <br />609 <br />897 <br />1224 (8) <br />1562(14) <br />1801(14) <br />17'-4" (208") PRESTRESSED <br />187 <br />255 <br />404 (12) <br />520 (12) <br />637 (12) <br />754 (12) <br />872 (12) <br />192 <br />303 <br />500 <br />732 <br />993 (8) <br />1268(14) <br />1470(14) <br />19'-4" (232") PRESTRESSED <br />162 <br />222 <br />347 (11) <br />446 (ii)j <br />546 (12) <br />646 (12)j <br />746 (12) <br />166 <br />261 <br />424 <br />616 <br />831 (e) <br />1057(14) <br />1225(14) <br />21'-4" (256") PRESTRESSED <br />142 <br />198 <br />306 (11) <br />393 <br />480 (11) <br />567 (11) <br />654 (11) <br />142 <br />230 <br />369 <br />531 <br />713 (7) <br />903 (13) <br />1046 (u) <br />22'-0" (264") PRESTRESSED <br />137 <br />192 <br />295 (io)I <br />378 <br />461 (io) <br />545 (11) <br />629 (11). <br />137 <br />221 <br />354 <br />508 <br />681 (7) <br />861 (n) <br />997 (u) <br />24'-0" (288") PRESTRESSED <br />124 <br />175 <br />267 (io) <br />341 (io)j <br />416 (1o)l <br />491 (jo) <br />566 rya)124 <br />200 <br />316 <br />450 1 <br />600 (7)1 <br />756 (121 <br />875 m.. <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS <br />FOR GR40 FIELD ADDED REBAR. <br />#5 FEE3,4fR AS <br />REQUIRED <br />(2 MINIMUM) <br />#5 REBAR IN <br />VERTICAL <br />GROUT FILLED <br />CELL <br />eO' ST,4N[)4FD <br />NOOK 10" l`-1lNIl`-1UM <br />(TYPICAL) <br />C,4NT1LEVEf;P,EF_,) LINTEL DETAIL <br />MASONRY TIES <br />AS SPECIFIED <br />CONCRETE FASTENERS <br />SPLIT FACE <br />WITH MINIMUM 4" <br />MASONRY VENEER <br />EMBEDMENT SPACED AS <br />CONCRETE FASTENERS <br />REQUIRED <br />REQUIRED <br />_ UA�)I-UHLIE U-LINTEL <br />4 <br />4" <br />FILLED w/ GROUT <br />4 <br />CAST-CRETE LINTEL <br />\CONTINUOUS <br />FILLED WITH GROUT <br />XCONTINUOUS <br />SHELF ANGLE <br />SHELF ANGLE <br />SIZED <br />AS REQUIRED <br />SIZED AS REQUIRED <br />VENEEF=, <br />Sf=L <br />IT <br />FACE <br />VENEE <br />SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6—OB <br />BRF10—OB <br />8RF14—OB <br />8RF18-08 <br />8RF22—OB <br />8RF26—OB <br />8RF30—OB <br />8RF6-1B <br />8RF10-1B <br />8RF14-1B <br />8RF18-18 <br />8RF22-1B <br />8RI`26-113 <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 />4242 <br />6639 (1o) <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 />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 />1 1568 1 <br />2253 <br />1 3129 <br />4150 <br />5891(4AI <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. <br />NOTE: INFORMATION CONTAINED ON THIS SHEET <br />PROVIDED BY AND PERTAINING TO CAST-CRETE CORP. <br />ALTERNATE PRODUCTS OF EQUAL CAPACITY MAY BE <br />USED. ALTERNATE PRODUCT MUST BE ACCOMPANIED BY <br />F_ ENGINEERING DATA TO SUPPORT SUCH PRODUCT. <br />ENGINEERING <br />SPECIFICATIONS <br />[�RypLIr,T DESCRIIPTIO�= <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 &" precast lintels = 3500 P51 . Concrete masonry units (CMU) per A57M C9O with minimum net area <br />• f'c 0" prestressed, b" and 12" precast lintels = 6000 psi compressive 61reneht = 1900 psi <br />• f'c 4" precast lintels = 3000 psi . Rebar per ATM A615Grade 60 <br />• Grout per A01M C416 fig = 3000 psi w/ maximum o Prestressing strand per 45TM A416 Grade 210 low relaxation <br />3/a inch aggregate and 0 to 11 inch slump. . 1/32 inch wire per A5TM A510 <br />I. Mortar per A51TI C210 Type M or 5 <br />GENERAL NOTES <br />1. Provide full mortar head and bed joints. Cast -in -place concrete may be provided in composite lintel in lieu of <br />2. 5hore filled Iin'66 as required. concrete masonry units. <br />3, installation of lintel must comply with architectural 9. Safe load ratings based on rational design analysis per AGI 310 and AGI 530 <br />and/or structural drawings, 10. Product Approvals; Miami Bade County, Florida Nos. 03-0605,05 <br />4, U-Lintels are manufactured with 5-1/2 inch lone notches at and 03-0605-04. Florida Certificate of Product Approval number FL150. <br />ends to accomodate vertical cell reinforcing and grouting. ll. The exterior surface of lintels installed in exterior concrete masonry walls <br />5. Reference the CAST-CRETE Load Peflection Graph shall have a coating of stucco applied in accordance with A5TM C926 <br />5roc4lre for lintel deflection information. or other approved coating. <br />6. 5ottom field added rebar to be located at the bottom 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal <br />or lintel Cavity. (lateral) loads should be checked for the combined loading with the <br />1. 1/32 Inch diameter wire stirrups are welded to the bottom following equation: <br />steel for mechanical anchorage. Applied vertical load +Applied horizontal load 1.0 <br />Safe vertical load cafe horizontal load <br />SAFE LOAD TABLE NOTES I <br />I. All values based on minimum 4 inch nominal bearing. <br />Exception: Safe loads for unfilled lintels must be reduced <br />by 20 is if bearing length is less than 6-1/2 inches. <br />2. N.R. = Not Rated. <br />1 5afe loads are superimposed allowable load. <br />4, 5afe loads based on Grade 40 or Grade (oO field rebar. <br />5. Additional lateral load capacity can be obtained by the <br />designer by providing additional reinforced masonry above <br />the precast lintel. See Reinforced CMU or, Page 4. <br />6. One Ill rebar may be substituted for two S rebar5 in b" lintels only. <br />1. The designer may eyalute concentrated loads from the safe load tables <br />by calculating the maximum resisting moment and shear at cl-away <br />From the face of support. <br />I(A=-4494" <br />SAFE LOAD <br />PLF <br />TYPE <br />REINF. <br />LENGTH <br />8RU6 <br />8RF6 <br />CMU* <br />4' 4" (52") PRECAST <br />758 <br />757 <br />1365 <br />4'-6" (54") PRECAST <br />694 <br />693 <br />1249 <br />5'-8" (68") PRECAST <br />5'- 10" (70") PRECAST <br />6'-B" (80") PRECAST <br />408 <br />382 <br />595 <br />407 <br />381 <br />1 788 <br />734 <br />687 <br />510 <br />7'-6" (9 0 ") PRECAST <br />509 <br />674 <br />393 <br />9'-8" (116") PRECAST I <br />370 <br />490 <br />227 <br />* SEE NOTE 18 <br />0. For composite lintel heights not shown, use safe load from <br />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 5afe loads based on simply supported span. <br />12. The number in the parenthesis indicates the percent reduction <br />For grade 40 Field added rebar_ <br />Example: T-b" lintel Type bF32-15 safe gravity load = 6412 (15) <br />w/ 15% reduction =E 6412 (55) = 5501 P111 <br />SAFE LOAD - POUNDS PER LINEAR FOOT i <br />TYPE <br />LENGTH <br />8RF6-1T <br />8RF10—IT <br />8RF14-1T <br />8RF18—IT <br />8RF22-1T <br />8RF26—IT <br />8RF30-1T <br />8RF6-2T <br />BRF10-2T <br />8RF14-2T <br />8RF18-2T <br />8RF22-2T <br />8RF26-2T <br />8RF30-2T! <br />4'--4" (52") PRECAST <br />905 <br />1748 <br />2635 <br />3522 <br />4409 <br />5296 <br />6183 <br />905 <br />1748 <br />2635 <br />3522 <br />4409 <br />5296 <br />6183 <br />4'-6" (54") PRECAST <br />867 <br />1675 <br />2525 <br />3374 <br />4224 <br />5074 <br />5924 <br />867 <br />1675 <br />2525 <br />3374 <br />4224 <br />1 5074 <br />5924 <br />5'-8" (68") PRECAST <br />675 <br />1301 <br />1960 <br />2618 <br />3277 <br />3935 <br />4594 1 <br />675 <br />1301 <br />1960 <br />2618 <br />3277 <br />3935 <br />4594 <br />5'— 10" (7 0 "' PRECAST <br />655 <br />1262 <br />1900 <br />2538 <br />3176 <br />3815 <br />4453 <br />655 <br />1262 <br />1900 <br />2538 <br />3176 <br />3815 <br />4453 <br />6'-8" (80") PRECAST <br />570 <br />1012 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 <br />570 <br />1097 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 <br />7'-6" (90") PRECAST <br />506 <br />797 <br />1462 (B) <br />1952 <br />2442 (6) <br />2931 (e) <br />3257 <br />506 <br />967 <br />1462 <br />1952 <br />2442 <br />2931 <br />3421 <br />9'-8" (116") PRECAST <br />3915 <br />491 <br />931 (12) <br />1301(15) <br />1640(15) <br />1980(15) <br />2322(16) <br />395 <br />589 <br />1 1135 <br />1514 <br />1893 <br />2272 <br />2652 J <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. <br />Digitally signed by <br />Thomas L <br />Thomas <br />H a n so n:AO 1410 Hanson:A01 41 ODOOOOO ei n­­­�id,­d k_jwd and <br />'nt, <br />D00000177EF31 177EF31 134E00001 5ADA "ic"Iandthe i"J'atme mu'l 1� <br />Date: 202 2.04. 12 <br />134E0000 I 5ADA 14:38:12 -04'00' <br />O <br />CIL <br />D <br />0 <br />S1_ <br />(D <br />0 <br />C <br />E <br />0 <br />0 <br />CN <br />0 <br />n <br />01 <br />0 <br />- - - - - _f_ I 1 - - - - I I I — -1 - — I __ - 7 - - I <br />