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sue OFS-015AT SF8-05/2T 8F`5-I5/IT SF&- 15/2T <br />�7 �7 <br />i _17 J <br />T77 . . . . . . <br />�J. <br />9, 10 0 J 10 -0, <br />OF12-015/11' OF12-015/21' 8FI2-15/]T OF12 -15/2T BF20-05/IT 9F20-05/2T OF20-15/IT 5F20-15/2T 8F25-05/IT 5F25-05/2T 8F26-15/IT 5F25-115/27' <br />IN, <br />V"' <br />It <br />!J <br />L <br />OFIro-015AT &FI6-05/2T OF16-115/11T OF16-115/27' SF24-05/IT &=24-05/2T BF24-115AT OF24-15/2T 81732-015/11T BF32-05/2T BF32-115AT OF32-15/2T <br />5RJ6 6W(o-05/1T6W6-05/2T 6RJ=&-I15/IT 5RJ%-1512T <br />7 M&rm- 0 a <br />0 0 orwin 0 0 0 <br />memm WIWI 000. 18M <br />WA ffil 0 NO <br />1E <br />5WO-05/11T 51IRF10-015/2T 611RF10-15/11T 6W10-115/2T <br />MINEMININ <br />IN M IS MISEENOWN <br />01�011 11111�0111111 MEN 0 <br />MIME EMN IS 0 �00 LN <br />IN IN IN M 0 11 M <br />WELVANILV:090-2 <br />6RJ=14-05/IT aRP14-05/2T &FRF14-15/IT &RJ=14-I5/2T <br />a'' LINTEL 5ECTIONS <br />swam <br />00 W1 so <br />IN 0 <br />10NIM <br />0�111111 <br />MINNOM <br />M�M <br />0�111111 <br />0 <br />EMS <br />0 0 <br />MMN <br />0 <br />IMEN <br />0 <br />Ifilms <br />MIN <br />a <br />oma <br />1; <br />a 0 <br />0 <br />W_=1=_ <br />LM <br />a <br />6R=18-05/IT SW18-05/2T 8fRFI&-15/IT 8WI8-15/2T <br />IN 00 <br />MINE <br />IN <br />oil M <br />M�M <br />M <br />MEN <br />M <br />0 0 <br />NINE <br />Mam"M <br />mom <br />0 <br />Exa" <br />0 IN <br />IN <br />IN <br />0 <br />IN <br />FA <br />M0 A <br />0 <br />ON <br />0 <br />on IN <br />MEMO <br />0 0 <br />0 0 <br />IS <br />5FJ--22 -015/11T 5RI=22-05/2T 5W22-115AT 6F;F22 -15/2T <br />a" fRECE55ED LINTEL 5ECTION5 <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />8U8 <br />SF8-08 <br />OF12-OB <br />81716-0B <br />8F20-0113 <br />SF24-DB <br />81728-OB181`32-0151 <br />8F8-1B <br />81`12-18 <br />81`16-18 <br />81`20-113 <br />81724-113 <br />8F28-18 <br />8F32-18 <br />2'-10- (34-) PRECAST <br />2231 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />S-6- (42-) PRECAST <br />2231 <br />JV69 <br />3719 <br />5163 <br />6W7 <br />8054 <br />9502 <br />10951 <br />3N9 <br />1 4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />4'-0- (48-) PRECAST <br />1966 <br />2561 <br />1 2751 <br />3a2O <br />4890 <br />5961 <br />7034 <br />8107 <br />2693 <br />1 4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />118M <br />4'-6- (54') PRECAST <br />1599 <br />1969 <br />1 2110 <br />2931 <br />3753 <br />4576 <br />5400 <br />6224 <br />2189 <br />1 4375 <br />6113 <br />1 7547 0 <br />8672 <br />10294 <br />11W9 <br />5'-4- (64-) PRECAST <br />1217 <br />1349 <br />1 1438 <br />1999 <br />1 2560 <br />3123 <br />3686 <br />4249 <br />1663 <br />3090 <br />5365 <br />7547 <br />7342( <br />8733(u <br />10 1 27(il <br />5'- 10- (70-) PRECAST <br />1062 <br />111)5 <br />1173 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1451 <br />2622 <br />4360 <br />7168 (q <br />6036(tq <br />7181(to <br />8328 pJ <br />6'-6- (78-) PRECAST <br />908 <br />1238 <br />2177 <br />34M <br />3031 <br />3707 <br />4383 <br />5061 <br />1238 <br />2177 <br />3480 <br />5381 <br />8360 <br />1039411im <br />8825 <br />7'-6- (90-) PRECAST <br />743 <br />Oil <br />1729 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />1011 <br />1729 <br />2661 <br />3898 <br />5681 <br />8467(" <br />6472 <br />9'-4- (112') PRECAST <br />554 <br />699 <br />1160 <br />1625 <br />2564 <br />34M <br />2818 <br />3302 <br />752 <br />1245 <br />1843 <br />25" <br />340 <br />4705(.q <br />6390 ja <br />110-4- (126') PRECAST <br />475 <br />535 <br />890 <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />643 <br />1 1052 <br />1533 <br />2D93 <br />2781 <br />3643 <br />4754 <br />1 V-4- (136") PRECAST <br />362 <br />582 <br />1 945 <br />130 <br />180 <br />2423 <br />3127 <br />4006 <br />582 <br />1 945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'-0' (1 "') PRECAST <br />341 <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" (1168") PRECAST <br />279 <br />424 <br />706 <br />ID02 <br />1326 <br />1697 <br />2127 <br />2630 <br />442 <br />1 706 <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 />15'-4" (11840) PRESTRESSED <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 />NR <br />=300 <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 />1515 <br />1715 <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 />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 />5W <br />784 <br />1047 <br />1285 <br />1399 <br />24'-0' (288") PRESTRESSED <br />1 <br />N.R. I <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />129 <br />250 <br />450 <br />654 1 <br />884 1 <br />1092 <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 <br />SAFE LOAD <br />PLF <br />LENGTH <br />8U8 <br />8F8 <br />REINF, <br />CMU* <br />2'-10- (34-) PRECAST <br />1293 <br />1642 <br />2135 1 <br />S-6- (42-) PRECAST <br />1025 <br />1024 <br />1830 <br />4'-0- (48-) PRECAST <br />765 <br />763 <br />1365 <br />4 1 -6" (54") PRECAST <br />592 <br />591 <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 />507 <br />721 <br />483 <br />7'-6- (90") PRECAST <br />424 <br />534 <br />357 <br />9'-4- (112-) PRECAST <br />326 <br />512 <br />227 <br />10'-6-(126') PRECAST <br />284 <br />401 <br />178 <br />1 V-4- (136') PRECAST <br />260 <br />452 <br />152 <br />12'-Om (I 44� PRECAST <br />244 <br />402 <br />135 <br />13'-4-(160-) PRECAST <br />217 <br />324 <br />109 <br />14'-0'(166') PRECAST <br />205 <br />293 <br />98 <br />14'-8- (176� PRESTRESSED <br />N.R. <br />284 <br />89 <br />15'-4* (1 84� PRESTRESSED <br />N.R. <br />259 <br />82 <br />17'-4* (208") PRESTRESSED <br />N.R. <br />194 <br />63 <br />19'-4- (232') PRESTRESSED <br />N.R. <br />148 <br />51 <br />2 1'-4- (256-) PRESTRESSED <br />N.R. <br />125 <br />42 <br />22'-0* (264*) PRESTRESSED <br />INA, <br />116 <br />39 <br />24'-0- (288') PRESTRESSED <br />91 <br />33 <br />* SEE NOTE 18 <br />0 .. <br />MINOS <br />mono mm moon <br />0 a <br />ON IN on <br />0 0 <br />M�M <br />M�M <br />0 <br />MMMIM <br />0 <br />MMM <br />XNWIM <br />OMMM <br />&V"IM <br />X5"M <br />AMIN <br />OWN <br />HIM <br />0 0 <br />3ME <br />0 0 <br />WEN <br />No E <br />mom: <br />an <br />mom <br />a <br />a 0 <br />SIRF'26-05/11T 8W26-01512T SIRF`26 - 15/1T &W26-115/27' <br />on <br />00 ME <br />012a"M <br />SINUME <br />Mxa"M <br />MMUMIS <br />0 <br />IN IN <br />IN <br />MEMO <br />WE <br />NINE <br />ONE <br />0 IS <br />0 M <br />M 0 <br />1 <br />LVJ <br />v M <br />N <br />Lgil <br />&W30-015/IT &W30-015/2T &W30-115/11T WRF30-115/2T <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />ILI <br />[L <br />LLI <br />M <br />CA&T-CRETE <br />HIGH STRENGTH <br />f=RECA5T <br />LINTEL FILLED <br />WITH GROUT <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />8F8-IT <br />8F12-1T <br />BF16-IT <br />8F20-IT <br />BF24-11T <br />8F28-IT <br />8F32-IT <br />8F8-2T <br />81`12-2T <br />SF16-2T <br />81720-2T <br />81724-2T <br />8F28-2T <br />8F32-2T <br />2'- 10" (34") PRECAST <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />a321 <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#-6'0 (54") PRECAST <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />1207 <br />1 1940 <br />2724 <br />35M <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-P (78") PRECAST <br />M (14 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />&35 <br />1340 <br />1880 <br />1 2419 <br />2959 <br />3498 <br />4038 <br />7'-6- (90') PRECAST <br />727 <br />1021 <br />1634( <br />2102111 <br />2571( <br />3039( <br />35M <br />727 <br />1166 <br />I&U <br />2102 <br />2571 <br />3039 <br />35M <br />9'-4" (112') PRECAST <br />591 <br />680 <br />1133( <br />1471(1 <br />1811 (vo <br />2152(is <br />2494 (15X <br />591 <br />051 <br />1326 <br />1705 <br />2084 <br />2463 <br />2842 <br />10'-6-(126') PRECAST <br />5W <br />552 <br />914( <br />1185(1 <br />1458(1 <br />1732( <br />2007 p <br />&�o <br />686 <br />1183 <br />1526 <br />1865 <br />2204 <br />2544 <br />1 V-4" (136") PRECAST <br />474 <br />485 <br />798 (iq <br />1034 p <br />1272(1 <br />15101 <br />1749 (1 <br />494 <br />599 <br />1028 <br />1422 <br />1738 <br />2053 <br />1 2369 <br />12'-0"(1441 PRECAST <br />470 <br />723( <br />936 (14 <br />1151 (q) <br />1366(tN <br />1582051 <br />470 <br />_441 <br />1 543 <br />928 <br />1349 <br />1649 <br />1948 <br />2247 <br />13'-4" (1160-) PRECAST <br />418( <br />373 <br />606( <br />783(1 <br />962( <br />1141( <br />1321(1 <br />428 <br />455 <br />770 <br />1145 <br />1"4 <br />1718 <br />1993 <br />14'-0" (1168) PRECAST <br />384 <br />346 <br />559( <br />723(1 <br />887 (14A <br />1052(14 <br />1218 (i4A <br />410 <br />420 <br />709 <br />1050 <br />1434 W <br />1694(4 <br />19,5%4 ( <br />14'-8" (176� PRESTRESSED <br />239 <br />323 <br />519( <br />671 p <br />823 (i� <br />976(4 <br />1129 1 <br />246 <br />390 <br />655 <br />968 <br />1324 W <br />1625(11 <br />1874 p i <br />15'-4" (1 84� PRESTRESSED <br />224 <br />302 <br />485 (q <br />626 yj <br />767 (1 <br />909 p <br />1052 1 <br />230 <br />364 <br />609 <br />897 <br />1224 <br />1562 (m <br />1801(14 <br />17'-4" (208') PRESTRESSED <br />187 <br />255 <br />404( <br />520 (1 <br />637( <br />754 (u <br />872 (1 <br />192 <br />303 <br />5W <br />732 <br />993 <br />1268( <br />1470(1 <br />19'-4- (232-) PRESTRESSED <br />'62 <br />222 <br />347 (11) <br />446 yj <br />546 p4 <br />64?6 t2 <br />L <br />746 p <br />166 <br />261 <br />424 <br />616 <br />831 0 <br />1057 (" <br />1225(1 <br />21'-4'(256') PRESTRESSED <br />142 <br />198 <br />306(11 <br />393(11 <br />480 (11A <br />567 oi <br />654 (11 <br />142 <br />230 <br />369 <br />531 <br />713 A <br />903 (is , <br />1046 m <br />22'-0" (264") PRESTRESSED <br />137 <br />192 <br />295 tm <br />378 gi <br />461(*A <br />545 mil <br />629 (11 <br />137 <br />221 <br />354 <br />508 <br />681 <br />A <br />861 <br />24'-0" (288') PRESTRESSED <br />124 <br />175 <br />267 <br />341 po� <br />416 <br />491 <br />124 <br />200 <br />316 <br />450 <br />6W A <br />756 A <br />875 A <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS <br />FOR CR40 FIELD ADDED REBAR. <br />*5 REBAR AS <br />REQUIRED <br />(2 MINIMUM) <br />BEARING <br />05 Rrz5AR IN <br />VE RT I CAL <br />GROUT FILLED <br />CELL <br />130* STANDARD <br />HOO< 10'' MINIMUM <br />(TYf=ICAL) <br />CANTILEVEFRED LINTEL DETAIL <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 />N A A U U H U <br />ENGINEERING <br />SPECIFICATI NS <br />PRODUCT DESCRIPTION--] <br />W10 strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using c4ricrete ma" units. <br />I MATERIALS I <br />• f1c. 61' precast lintels -- 3W psi . Concrete masorr� units (CMU) per AM CW w1[th minimum net area <br />• FIC 6" prestressed, 6" aid 12" precast lintels as 60M psi compreolve strenght = WO psi <br />• Fc 4" Precast lintels. a 3WO psi 0 Rebar per ASTM 415 Grade 60 <br />• Grout per ASTM C416 Fig -- 3000 psi w/ maximum a Prestressing strand per ASTM A416 Grade 210 low relaxation <br />3/8 Inch aggregate and 8 to 11 Inch slump. . 1/32 itich wire per ASTM A510 <br />IGENERAL NOTES 71 0 Mortar per ASTM C210 Tpe M or 6 <br />1. Provide full mortar head and bed joints. 8. CaSt-in-plaCe coraete mag be provided in composite ]Kel In lieu or <br />2. r*ae Filled lintels as required. concrete ma" units. <br />3. Installation of lintel must oomplq with architectural Safe load ratings based on rational design anal9sis per ACI 318 and ACI 530 <br />and/or structural draw". 10. Product Approvals: Miami Dade Count�, Florida Nos. 03-0605.05 <br />4. U-1-ftels are manufactured with 5-1/2 inch long notchas at and 03-OW5V. Florida Certificate of Product Approval wber FLU. <br />ends to accomoclate vertical cell relflrorcing ard grouting. IL N exterior surface of lintels Installed In exterior caaete ma" walls <br />5. Reference the CAST-CFCE Load Deflection Graph shall have a coating of stucco applied in accordance with A6TM ClUb <br />Brochre for lintel deflection InFormation, or ot1w approved coating. <br />6, Bottom Field added rebar to be located at the bottom 12. Lintels loaded simultaneowl� with vertical (gravit� or uplift) aid horizontal <br />or lintel cav14 (lateral) loads should be checked for the combined loading with the <br />1. 1/32 Inch diameter wire stirrups are welded to the bottom rollowirig equation. <br />steel for mechanical anchorage. Applied vertical loa 4 Appled horizontal load A LO <br />We vertical load Sara horizontal <br />MASONRY TIES <br />AS SPECIFIED <br />CONCRETE FASTENERS <br />SPLIT FACE <br />A <br />SAFE LOAD TABLE NOTES <br />WITH MINIMUM 4" <br />EMBEDMENT SPACED AS <br />MASONRY VENEER <br />CONCRETE FASTENERS <br />".7: <br />REQUIRED <br />AS REQUIRED <br />1. All values based on minimum 4 irich nominal bearing. <br />8. For composite lintel heig�b rot show, use safe load from <br />.4. <br />CAST-CRETE U-LINTEL <br />FILLED w/ GROUT <br />Excaption: We loads For unfilled 11ritels must be reduced <br />next lower height. <br />�_CAST-CRETE <br />.4, <br />4" <br />20 % If lowrIng length Is less than 6-1/2 Indm, <br />05. For lintel lengths not gow, use safe load from <br />LINTEL <br />FILLED WITH GROUT <br />Ile 0 <br />\ 1 <br />1 <br />2. NR : Not Pited. <br />next longest length <br />\-CONTINUOUS SHELF ANGLE <br />SIZED AS REQUIRED <br />3. Safe loads are superimposed allowable load. <br />10. All safe loads in units of pounds Per linear Wt. <br />CONTINUOUS SHELF ANGLE <br />SIZED AS REQUIRED <br />4. We loads based on Grade 40 or Grade 60 Field rebar, <br />11, All safe loads based on slmpl� supported span <br />MA50Nf;R"r <br />VENEEf;R <br />5FLIT <br />FACE <br />VENEEFR <br />5. Additional lateral load capacltq ran be obtalred N the <br />2. The number In the parenthesis Indicates the percent recluiction <br />claigneir 1:� providing additiona I reinforced masw� above <br />For gracle 40 field added rebar. <br />the precast lintel. See ReInForced CMU on Page 4. <br />Example: 1'-6' lintel Twe 8F32-IB safe gravlt� load : 6412 (15) <br />6. One 01 rebar mag be substituted for two 05 rebars in 8' IInte6 onig. <br />wl 15% reduction --It 6412 (26) s 5501 pit <br />1. The designer ma� evalute concentrated loads From the safe load tables <br />bg calculating the maximum resisting moment and shear at cl-awaq <br />from ft face of support. <br />SAFE GRAVITY LOADS FOR 8" PRECAST W1 2" RECESS DOOR U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH TYPE <br />8RU6 <br />8RF" <br />SKIO-08 <br />BRF14-08 <br />8RFIB-08 <br />8RF22-OB <br />8RF26-OB <br />8RF30 08 <br />ORF6-IB <br />BVIO-1113 <br />8RF14-IB <br />8RF18-18 <br />BRF22-IB <br />8FtF26-18 <br />$RFJO-IB <br />4 1-4- (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 />IM3 <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 />1 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 />1 3966 <br />1167 <br />2481 <br />4567 <br />6389 <br />8060(g) <br />79117yt� <br />9311 (q, <br />5--1 0" (70-) PRECAST <br />810 <br />859 <br />1653 <br />1600 <br />2124 <br />2649 <br />3174 <br />3700 <br />1113 <br />2.342 <br />4242 <br />6639( <br />8060 <br />7402y <br />8706(1 <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 />1089 <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 />899816 <br />9 8 it <br />1089 <br />0 <br />9'-8- (116� PRECAST <br />411 <br />466 <br />999 <br />1568 <br />2253 <br />3129 <br />4091 <br />3146 <br />' <br />1 526 <br />999 <br />1 1568 <br />2253 <br />3129 <br />1 0 <br />4150 <br />5 91 <br />M891 <br />(J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. <br />SAFE LATERAL LOADS FOR <br />8" PRECAST wt 2" RECESS DOOR U-LINTELS <br />4~1P.4mm <br />SAFE LOAD <br />PLF <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6 <br />REINF. <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 />408 <br />407 <br />734 <br />5'-10-(70-) PRECAST <br />382 <br />381 <br />687 <br />6'-8" (80") PRECAST <br />595 <br />788 <br />510 <br />7'-6" (90") PRECAST <br />509 <br />674 <br />393 <br />9'-8- (1161 PRECAST <br />1 370 <br />1 490 <br />1 227 <br />* SEE N 18 <br />SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8RF6-IT <br />8RF10-IT <br />8RF14-1T <br />8RF18-IT <br />8RF22-IT <br />BRF26-IT <br />8RF30-IT <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 />1748 <br />2635 <br />3522 <br />4409 <br />5296 <br />6183 <br />905 <br />1748 <br />2635 <br />3522 <br />4" <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 />1 1675 <br />2525 <br />3374 <br />4224 <br />5074 <br />5924 <br />5'-8- (68") PRECAST <br />675 <br />1301 <br />1960 <br />2618 <br />3277 <br />3935 <br />4594 <br />675 <br />1301 <br />1960 <br />2618 <br />3277 <br />3935 <br />4594 <br />5'- 10' (70") 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 />1 3865 <br />570 <br />1 1097 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 1 <br />7'-6- (90') PRECAST <br />506 <br />797 <br />1462 <br />2442 <br />3257 <br />506 <br />967 <br />1462 <br />1952 <br />2442 <br />2931 <br />3421 <br />9'-8- (116-) PRECAST <br />395 <br />491 <br />931( <br />1 LO� <br />1640( <br />1980(1 <br />2322 (1 <br />395 <br />589 <br />1135 <br />1514 <br />1 1893 <br />1 2272 <br />2652 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />CR40 FIELD ADDED REBAR. <br />2 <br />(D <br />LM <br />0 <br />0 <br />0 <br />co <br />T_ <br />C) <br />N <br />0 <br />0 <br />