Laserfiche WebLink
<br />ENGINEERING <br /> <br />SPECIFICATIONS <br /> <br />rPRODUCT DESCRIPTION 1 <br /> <br />HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. <br /> <br />rMATERIALS <br /> <br />. F'C 8" PRECAST LINTELS = 3500 PSI <br />. F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI <br />. F'C 4" PRECAST LINTELS = 3000 PSI <br />. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM <br />3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. <br /> <br />I GENERAL NOTES <br /> <br />1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. <br />2. SHORE FILLED UNTELS AS REQUIRED. <br />3. INSTALLATION OF UNTEL MUST COMPLY WITH ARCHITECTURAL <br />AND/OR STRUCTURAL DRAWINGS, <br />4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT <br />ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. <br />5, ALL UNTELS MEET OR EXCEED l/360 VERTICAL DEFLECTION, EXCEPT <br />LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET <br />OR EXCEED l/180. <br />6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM <br />OF UNTEL CAVIlY. <br />7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM <br />STEEL FOR MECHANICAL ANCHORAGE. <br /> <br />I SAFE LOAD TABLE NOTES <br /> <br />1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. <br />EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED <br />BY 20 % IF BEARING LENGTH IS LESS THAN 5-1/2 INCHES. <br />2. N.R. = NOT RATED. <br />3, SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. <br />4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. <br />5. ADDITIONAL LATERAL LOAD CAPACIlY CAN BE OBTAINED BY THE <br />DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE <br />Tl1E PRECAST LINTEL. SEE REINFORCED CMU ON PAGe 4. <br />6.0NE #7 REBAR MAY BE SUBSTIlUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. <br />7. THE DESIGNER MAY EVA LUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES <br />BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY <br />FROM THE FACE OF SUPPORT, <br /> <br />. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA <br />COMPRESSIVE STRENGHT = 1900 PSI <br />. REBAR PER ASTM A615 GRADE 60 <br />. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION <br />. 7/32 INCH WIRE PER ASTM A510 <br />. MORTAR PER ASTM C270 lYPE M OR S <br /> <br />8. CAST-IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN UEU OF <br />CONCRETE MASONRY UNITS. <br />9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 <br />10. PRODUCT APPROVALS: MIAMI DADE COUNlY, FLORIDA NOS. 03-0605.05 <br />AND 03-0605.04 <br />11,THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS <br />SHALL HAVE A COATING OF STUCCO APPUED IN ACCORDANCE WITl1 ASTM C926 <br />OR OTHER APPROVED COATING. <br />12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVllY OR UPUFT) AND HORIZONTAL <br />(LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE <br />FOLLOWING EQUATION: <br />APPLIED VERTICAL LOAD <br />SAFE VERTICAL LOAD <br /> <br />~ <br />~ <br /> <br />Co <br />iJ1 <br />I <br />LrI <br />...... <br /> <br />+ <br /> <br />APPUED HORIZONTAL LOAD <br />SAFE HORIZONTAL LOAD <br /> <br />~1.0 <br /> <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br /> <br />8. FOR COMPOSITE UN TEL 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 SAFE 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: 7'-6" UNTEL lYPE 8F32-lB SAFE GRAVllY LOAD = 6472 (15) <br />W/ 15% REDUCTION => 6472 (.85) = 5501 PLF <br /> <br />SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFf & LATERAL LOADS <br /> <br />SAFE GRAVllY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br /> <br />(ASTo(A4IT4I <br />lYPE <br /> <br /> <br />2'-10" (34") PRECAST <br /> <br />3'-6" <br /> <br />(42") PRECAST <br /> <br />4'-0" <br /> <br />(48") PRECAST <br /> <br />4'-6" <br /> <br />(54") PRECAST <br /> <br />5'-4" <br /> <br />(64") PRECAST <br /> <br />5'-10" (70") PRECAST <br /> <br />6'-6" <br /> <br />(78") PRECAST <br /> <br />7'-6" <br /> <br />(90") PRECAST <br /> <br />9'-4" <br /> <br />(112") PRECAST <br /> <br />10'-6" (126") PRECAST <br /> <br />11'-4" (136") PRECAST <br /> <br />12'-0" (144") PRECAST <br /> <br />13'-4" (160") PRECAST <br /> <br />14'-0" (168") PRECAST <br /> <br />14'-8" (176") PRESTRESSED <br /> <br />15'-4" (184") PRESiRESSED <br /> <br />17'-4" (208") PRESTRESSED <br /> <br />19'-4" (232") PRESTRESSED <br /> <br />21'-4" (256") PRESTRESSED <br /> <br />22'-0" (254") PRESTRESSED <br /> <br />24'-0" (288") PRESTRESSED <br /> <br />554 <br /> <br />475 <br /> <br />362 <br /> <br />337 <br /> <br />296 <br /> <br />279 <br /> <br />N.R. <br /> <br />N.R. <br /> <br />N.R. <br /> <br />N.R. <br /> <br />N.R. <br /> <br />N.R, <br /> <br />N.R. <br /> <br />SAFE GRAVIlY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS <br /> <br />.... <br />,:.l <br />1 <br />]. <br />~. <br />0- <br />~ <br />'" <br />,:.l <br />.... <br /> <br />(ASTo(AeT4I <br />lYPE <br /> <br /> <br />4'-4" <br /> <br />(52") PRECAST <br /> <br />~ <br />11 <br />--... <br />'" <br />>b <br />~ <br />I <br /> <br />.-" <br />~ <br />j <br />.-" <br />~ <br />i:2 <br />! <br />~ <br />j <br />.-" <br />::i <br /> <br />4'-6" <br /> <br />(54") PRECAST <br /> <br />5'-8" <br /> <br />(68") PRECAST <br /> <br />5'-10" (70") PRECAST <br /> <br />6'-8" <br /> <br />(80") PRECAST <br /> <br />7'-6" <br /> <br />(90") PRECAST <br /> <br />9'-8" <br /> <br />(116") PRECAST <br /> <br />797 <br /> <br />669 <br /> <br />411 <br /> <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS <br />~ASTo~A4IT4I SAFE LOAD <br />~ ~ PLF <br /> <br /> <br />8U8 <br /> <br />8F8 <br /> <br />REINF. <br />CMU* <br /> <br />2'-10" (34") PRECAST <br />3'-6" (42") PRECAST <br />4'-0" (48") PRECAST <br />4'-6" (54") PRECAST <br /> <br />1293 1642 2135 <br /> <br />1025 1024 1830 <br /> <br />765 763 1365 <br /> <br />592 591 1057 <br /> <br /> <br />411 411 734 <br /> <br />5'-4" (64") PRECAST <br />5'-10" (70") PRECAST <br /> <br />340 339 607 <br /> <br />6'-6" (78") PRECAST <br /> <br />507 721 483 <br /> <br />424 534 357 <br /> <br />7'-6" (90") PRECAST <br />9'-4" (112") PRECAST <br /> <br />326 512 227 <br /> <br />10'-6" (126") PRECAST <br /> <br />284 401 178 <br /> <br />11'-4" (136") PRECAST <br /> <br />260 452 152 <br /> <br />12'-0" (144") PRECAST <br /> <br />244 402 135 <br /> <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 />19'-4" (232") PRESTRESSED <br /> <br />217 324 109 <br /> <br />205 293 98 <br /> <br />N.R. 284 89 <br /> <br />N.R. 259 82 <br /> <br />N.R. 194 63 <br /> <br />N.R. 148 51 <br /> <br />21'-4" (256") PRESTRESSED <br />22'-0" (264") PRESTRESSED <br /> <br />N.R. 125 42 <br /> <br />N.R. 116 39 <br /> <br />24'-0" (288") PRESTRESSED <br /> <br />N.R. 91 33 <br /> <br />* SEE NOTE 18 <br /> <br />SAFE LATERAL LOADS FOR <br />8" PRECAST W/ 2" RECESS DOOR U-LINTELS <br />~ASTo~AeT4I SAFE LOAD <br />~ ~ PLF <br />lYPE 8RU6 8RF6 REINF. <br />CMU* <br /> <br />4'-4" (52") PRECAST <br /> <br />758 757 1365 <br /> <br />4'-6" (54") PRECAST <br />5'-8" (68") PRECAST <br />5'-10" (70") PRECAST <br /> <br />694 693 1249 <br /> <br />408 407 734 <br /> <br />382 381 687 <br /> <br />6'-8" (80") PRECAST <br />7'-6" (90") PRECAST <br />9'-8" (116") PRECAST <br /> <br />595 788 510 <br /> <br />509 674 393 <br /> <br />370 490 227 <br /> <br />* SEE NOTE 18 <br /> <br />SAFE UPUFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />(ASTo(A4IT4I <br /> <br /> <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 /> <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 />14'-8" (176") PRESTRESSED <br />15'-4" (184") PRESTRESSED <br />17'-4" (208") PRESTRESSED <br />19'-4" (232") PRESTRESSED <br /> <br />21'-4" (256") PRESTRESSED <br />22'-0" (264") PRESTRESSED <br /> <br />24'-0" (288") PRESTRESSED <br /> <br />SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS <br />(ASTO(A4IT4I <br />lYPE <br /> <br /> <br /> <br />BRF6-lT <br />BRF6-2T <br />905 <br />905 <br />867 <br />867 <br />675 <br />675 <br />655 <br />655 <br />570 <br />570 <br />506 <br />506 <br />395 <br /> <br />4'-4" (52") PRECAST <br /> <br />4'-6" (54") PRECAST <br />5'-8" (68") PRECAST <br />5'-10" (70") PRECAST <br /> <br />6'-8" (80") PRECAST <br />7'-6" (90") PRECAST <br />9'-8" (116") PRECAST <br /> <br /> <br />8RF14-0B/lT <br /> <br />o <br /> <br />...J <br />~ f- <br />...... J: <br />::E \-' <br />o ...... <br />Z UJ <br />J: <br />io <br />...... <br /> <br /> <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br /> <br />C.M.U. <br /> <br />#5 REBAR AT BOTTOM <br />OF UNTEL CAVIlY <br /> <br />J, 7-5/8" ,l <br />ACTUAL <br />8" NOMINAL WIDTH <br />lYPE DESIGNATION <br /> <br />BOTTOM REINFORCING <br />PROVIDED IN UNTEL <br />(VARIES) <br /> <br />r F = FIllED WITH GROUT / U = UNFILLED <br />RE=RECESSED & FILLED <br /> <br />QUANTIlY OF #5 REBAR AT <br />I BOTTOM OF LINTEL CAVIlY <br /> <br />8F16-lB/lT <br /> <br />J J L QUANTIlY OF # 5 <br />REBAR AT TOP <br /> <br />o <br /> <br />LINTEL PLAN <br /> <br />o <br /> <br />LINTEL SCHEDULE <br /> <br /> <br /> <br />o <br /> <br />8F16-0B/lT <br /> <br />8F16-lB/lT <br /> <br />(0 <br /> <br />@) <br /> <br />o <br /> <br />o <br /> <br />. <br /> <br /> <br /> <br />00. <br /> <br />.. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br /> <br /> <br />. <br /> <br />. <br /> <br />v <br /> <br /> <br />. <br /> <br />. <br /> <br /> <br /> <br />~~ <br />/ / <br />/ / <br />/ / <br />/ / <br />// <br />/ / <br />(/ <br /> <br />t <br /> <br /> <br />L <br /> <br />L <br /> <br />10 <br /> <br />. . <br /> <br />. <br /> <br />. <br /> <br /> <br /> <br />'. <br /> <br />o <br /> <br /> <br />~. <br /> <br />00 <br />.t . <br /> <br />I <br />I' <br /> <br />(U_. <br /> <br /> <br />v <br /> <br /> <br /> <br />rl <br /> <br />V//////////J <br /> <br />. <br /> <br />r-----------------------, <br /> <br />. .. <br /> <br />o <br /> <br />.. . <br /> <br />. <br /> <br />. <br /> <br />o <br /> <br />. <br /> <br />. <br /> <br />,0 <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br /> <br />c.3 <br />z <br /> <br /> <br />~ <br />g ~~ <br />ffi ~~~~~ <br />w ~ OI~ <br />Z X ...J'j()'.......DO <br />" glJ....-n . <br />Z DO ... aJ <br />. ~~eLJ <br />w 0 " <br />-.J li...Jv" <br />~ ]~ <br />" 0- <br />W <br />f- <br />Z <br /> <br />:z: <br />~ l&J ~ <br />o F ~ <br />~~~ e ~ <br />~~~r <br />~~~ ~ . ~ <br />~81 ~! ~ <br />:z: ~ . <br />~-l&J 00 lt~ <br />~~F ~~ ~ <br />~~~ ~f3 ~~ <br />~~g ~~ 0; <br />~zf3 !!a ~~ <br />!:j~1i; o~ f3~ <br />~~3 ~~ ~~ <br /> <br />1IO <br /> <br />I <br />lJ <br />!L <br /> <br />. . . <br /> <br /> <br />www <br />o:::19u <br />~~~ <br />=>00 <br />5Sf2z <br /> <br />g <br />U <br />0"1 U <br />o l!) .S <br />o 0"1 t--. C/) <br />..... l!) ~ (1) <br />'U ~ ....... <br />.8~ .ooo.c- <br />(,/),9 ~~~;!3~ <br />~ ~ k 1 0"1 SOO< <br />~ ~ ~ ~ ~ '(iJ ~ <br />~ ~ ~KO"I (1)0 <br />~~~~~~~8 <br />o~]o~5~~ <br /> <br />tJ) tJ) ~ z <br />~ZL -~L gcz:o <br />~~~~~~~~cz:o~6 <br />::>O'><::EZU.LZO~~~ <br />O't{]~o\;!OO~Qwo~ <br />j~~:n~9~~~~~~ <br />~Q~ffi~~~~~R5~ <br />t(~> o~ Ci!r-Zcz: <br />o ..... u. 0 <br /> <br /> <br />C\I <br />~ <br />~ <br />o <br />I <br />C\I <br />L() <br />I <br />f'-.. <br />~ <br />~ <br />L() <br />~ <br /> <br />>- <br />0::: <br />o <br />I- <br />Z <br />W <br />> <br />Z <br /> <br />- <br /> <br />o <br />o <br />~ <br />2 <br />1- 0 <br />::J-q- <br />ZVl~r---.. <br />o - ~ r---.. <br />l-4"Ol("\J <br />Vl>O'\l.t) <br />>1-4 as 0 I <br />\.00'\ <br />1-4Q)(V)\.O <br />OL-(V)r---.. <br />'<1:: 0- I <br />a...cLJ..(V) <br />~ ~ ~~ <br />~~~~ <br />-I- <br />Z <br />o <br />o <br />\D <br /> <br />V) <br />c <br />o <br />'in <br />'S; <br />~ <br /> <br />~ <br />~ <br />en <br /> <br />- <br />- <br />-- <br /> <br />I <br />3: <br />Q) <br /> <br />-- <br />> <br />....... <br />en <br />Q) <br />s- <br />O <br /> <br />- <br />- <br /> <br />>-1- <br />~z <br />z~ <br />w......zz <br />Uooo <br />wUti) <br />~~r5~ <br />o8to <br />Zcx::t2<( <br />a..>Q. <br />w>~ <br />~cx::wc:( <br />J: W :r: I- <br />COI-UJ <br />(,9 I- ~ <br />~ol-o <br />~za::c <br />>- ~ :r: (J) <br />o.~~:) <br />O~cx::a <br />U:)wct <br />a..zLL <br />V)z <br />......<( <br />:r:~ <br />I- <br /> <br />SAFE LOAD - POUNDS PER UNEAR FOOT <br /> <br />nOB BF12-0B BF16.0B 8F20-0B 8F 4-0B Bf2B-OB BF32-OB <br />8U8 BF8-1B Bf12-1B BFl6-1B Bf21l- lB Bf24-1B Bf28-1B Bf32.1B <br />3069 4605 6113 7547 8974 10394 11809 <br />2231 3069 4605 6113 7547 8974 10394 11809 <br />3069 3719 5163 6607 8054 9502 10951 <br />2231 3069 4605 6113 7547 8974 10394 11809 <br />2561 2751 3820 4890 5961 7034 8107 <br />1966 2693 4605 6113 7547 8974 10394 11809 <br />1969 2110 2931 3753 4576 5400 6224 <br />1599 2189 4375 6113 7547 8672 10294 11809 <br />1349 1438 1999 2560 3123 3686 4249 <br />1217 1663 3090 5365 7547 36 7342 19 B733 19 10127 19 <br />1105 1173 1631 2090 2549 3009 3470 <br />1062 1451 2622 4360 7168 45 6036 19 71Bl 19 8328 20 <br />1238 2177 3480 3031 3707 4383 5061 <br />908 1238 2177 3480 5381 8360 10394 3T 8825 14 <br />1011 1729 2632 2205 2698 3191 3685 <br />743 1011 1729 2661 3898 5681 B467 44 5472 15 <br />699 1160 1625 2564 3486 2818 3302 <br />752 1245 1843 2564 3486 4705 3T 6390 4 <br />535 890 1247 2093 2777 2163 2536 <br />643 1052 1533 2093 2781 3643 3B 4754 45 <br />582 945 1366 1846 2423 3127 4006 <br />582 945 1366 1846 2423 3127 4006 <br />540 873 1254 1684 2 93 2805 3552 <br />540 873 1254 1684 2193 2805 3552 <br />471 755 1075 1428 1 38 2316 2883 <br />471 755 1075 1428 1838 2316 2883 <br />424 706 1002 1326 1697 2127 2630 <br />442 706 1002 1326 1697 2127 2630 <br />NR NR NR NR NR NR NR <br />458 783 1370 1902 2245 2517 2712 <br />NR NR NR NR NR NR NR <br />412 710 1250 1733 2058 2320 2513 <br />NR NR NR NR NR NR NR <br />300 548 950 1326 1609 1849 2047 <br />NR NR NR NR NR NR NR <br />235 420 750 1037 1282 1515 1716 <br />NR NR NR NR NR NR NR <br />180 340 598 845 1114 1359 1468 <br />NR NR NR NR NR NR NR <br />165 315 550 784 1047 1285 1399 <br />NR NR NR NR NR NR NR <br />129 250 450 654 884 1092 1222 <br /> <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. SEE NOTE NO.4 <br /> <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br /> <br />BRF6-OB BRF1D-OB BRf14.0B BRf1B-QB BRf22-0B BRf26-0B <br />8RU6 BRF6-1B BRflD-1B BRfI4-1B 8Rf1B-1B BRf22-lB BRf26-1B <br />1749 3355 3280 4349 5421 6493 <br />1635 1891 3699 5206 6639 8060 9479 <br />1596 3063 2992 3968 4946 5924 <br />1494 1756 3699 5206 6639 8060 9479 <br />920 1770 1716 2277 2839 3402 <br />866 1167 2481 4567 6389 B060 34 7917 19 <br />859 1653 1600 2124 2649 3174 <br />810 1113 2342 4242 6639 10 B060 39 7402 19 <br />901 1825 3120 5048 7747 9448 <br />901 1825 3120 5048 7915 9479 <br />755 1490 2459 3776 5743 7239 5623 <br />755 1490 2459 3776 5743 8998 19 10893 48 <br />466 999 1568 2253 3129 4091 3146 <br />526 999 1568 2253 3129 4150 5891 4 <br /> <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCnONS FOR <br />GR40 FIELD ADDED REBAR. SEE NOTE NO.4 <br /> <br /> <br />l.{) <br />o <br />o <br />N <br /> <br />ro <br />3: <br />E <br />2 <br />Vl <br /> <br />1- <br />()J <br />> <br />o <br />""C <br />c: <br /><( <br /> <br />w <br />:E <br />o~ <br />~z <br />()~ <br />g SHEET NO. <br />CO <br /> <br />N <br />~ <br />~ <br />......, <br />o <br />.....J <br /> <br />~ <br /> <br />S2Ai <br /> <br /> <br />lJ') <br />8 <br />N <br />@ <br /> <br />LAST PLOT DATE <br />Mar. 23. 05 <br />