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<br />ENGINEERING
<br />
<br />~#5 REBAR AT TOP
<br />./ _ MIN. (1) REQ'D
<br />./ I 1-1/2" CLEAR
<br />f-~
<br />
<br />SPECIFICATIONS
<br />
<br />C.M,U.
<br />
<br />(.)
<br />z
<br />
<br />I PRODUCT DESCRIPTION I
<br />
<br />;i,
<br />~
<br /><(
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<br />-..
<br />Ll'l
<br />,
<br />Ll'l
<br />.....
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<br />~
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<br />
<br />v GROUT
<br />
<br />\ ~ _~#5 REBAR AT BOTTOM
<br />. ~ OF UNTEL CAVIlY
<br />o 0...
<br />BOTTOM REINFORCING
<br />J, 7-5/8" } PROVIDED IN LINTEL
<br />ACTUAL (VARIES)
<br />8" NOMINAL WIDTH
<br />
<br />HIGH STRENGTH PRECAST CONCRETE UNTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS.
<br />
<br />I MATERIALS I
<br />
<br />. PC 8" PRECAST UNTELS = 3500 PSI
<br />. PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI
<br />. PC 4" PRECAST UNTELS = 3000 PSI
<br />. GROUT PER ASTM C475 PG = 3000 PSI W/ MAXIMUM
<br />3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP.
<br />
<br />N
<br />~ ~~
<br />~ ~ ~~~~
<br />Z x li-;;)-~
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<br />.....
<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 />IGENERAL NOTES I
<br />
<br />1. PROVIDE FULL MORTAR HEAD AND BED JOINTS.
<br />2, SHORE FILLED LINTELS AS REQUIRED.
<br />3, INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL
<br />AND/OR STRUCTURAL DRAWINGS.
<br />4. U-UNTELS 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 />UNTELS 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 LINTEL CAVIlY.
<br />7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM
<br />STEEL FOR MECHANICAL ANCHORAGE,
<br />
<br />(G)
<br />
<br />(F)
<br />
<br />o
<br />
<br />i'.
<br />
<br />lYPE DESIGNATION
<br />
<br />(F)
<br />-1 I
<br />
<br />8. CAST-IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE UNTEL IN LIEU 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 UNTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS
<br />SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926
<br />OR OTHER APPROVED COATING.
<br />12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVIlY OR UPLIFT) 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 />
<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 />8F16-1B/1T
<br />
<br />J J L QUANTIlY OF # 5
<br />REBAR AT TOP
<br />
<br />;r
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />i
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<br />I, I \
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<br />
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<br />
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<br />
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<br />
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<br />
<br />.
<br />
<br />NOMINAL WIDTH
<br />NOMINAL HEIGHT
<br />
<br />APPLIED HORIZONTAL LOAD
<br />SAFE HORIZONTAL LOAD
<br />
<br />,::.1,0
<br />
<br />+
<br />
<br />..,.
<br />.=J.'
<br />
<br />o
<br />
<br />LINTEL PLAN
<br />
<br />I SAFE LOAD TABLE NOTES I
<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 6-1/2 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 CAPACllY CAN BE OBTAINED BY THE
<br />DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE
<br />THE PRECAST LINTEL. SEE REINFORCED eMU ON PAGE 4.
<br />6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
<br />7. THE DESIGNER MAY EVALUTE 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 />.
<br />
<br />I
<br />.
<br />
<br />8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM
<br />NEXT LOWER HEIGHT.
<br />9. FOR UNTEL 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" LINTEL lYPE 8F32-1B SAFE GRAVIlY LOAD = 6472 (15)
<br />W/ 15% REDUCTION => 6472 (.85) = 5501 PLF
<br />
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<br />
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<br />
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<br />
<br />SAFE LOAD TABLES
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />l
<br />~
<br />
<br />-----~~f--
<br />~-- - - ----
<br />II I
<br />v~
<br />
<br />SAFE LATERAL LOADS FOR
<br />8" PRECAST & PRESTRESSED U-UNTELS
<br />~AST-~R4IT4I SAFE LOAD
<br />~ ~ PLF
<br />____ lYPE REINF.
<br />LENGTH ~ 8U8 8F8 CMU*
<br />
<br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
<br />
<br />SAFE GRAVIlY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS
<br />
<br />II
<br />
<br />.
<br />
<br />(AST-(R4IT4I
<br />~TYPE
<br />LENGTH ~
<br />
<br />(AST-(R4IT4I
<br />--==---- lYPE
<br />LENGTH ~
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />
<br />Bf8-lT 8F12-1T 8F16-lT 8F2D-lT Bf24-lT 8F28-lT
<br />Bf8-2T Bf12.2T 8F16-2T 8F2D-2T 8F24-2T 8F28-2T
<br />1972 3173 4460 5747 7034 8321
<br />1972 3173 4460 5747 7034 8321
<br />1569 2524 3547 4569 5591 6613
<br />1569 2524 3547 4569 5591 6613
<br />1363 2192 3079 3966 4853 5740
<br />1363 2192 3079 3966 4853 5740
<br />1207 1940 2724 3508 4292 5077
<br />1207 1940 2724 3508 4292 5077
<br />1016 1632 2290 2949 3607 4265
<br />1016 1632 2290 2949 3607 4265
<br />909 1492 2093 2694 3295 3897
<br />929 1492 2093 2694 3295 3897
<br />835 (12 1340 1880 2419 2959 3498
<br />835 1340 1880 2419 2959 3498
<br />7Z7 (23 1021 1634 (12 2104;11 2571 10 3039 10
<br />727 1166 1634 2102 2571 3039
<br />591 680 113~15 147~1~ 181~15 2152 (16
<br />591 851 1326 1705 2084 2463
<br />530 552 914(15 118))5' 1458 15 1732 15
<br />530 686 1183 1526 1865 2204
<br />474 485 798(15 1034 (1S: 1272 15 1510 15
<br />494 599 1028 1422 1738 2053
<br />47019 441 723 (14 936 (14 1151 15 1366 (1S
<br />470 543 928 1349 1649 1948
<br />418(15 373 6Q6 (14 783 (14 962 14 1141 14
<br />428 455 770 1145 1444 1718
<br />38fT15 346 559 (14 723 (14 887 14 1052 14
<br />410 420 709 1050 1434 (8 1694 (8
<br />239 323 519 (13 671 (13 823 13 976 14
<br />246 390 655 968 1324 (8 162 11
<br />224 302 485 (13 626 (13 767 13 909 13
<br />230 364 609 897 1224 (8 1562 14
<br />187 255 404 (12 520 (12 637 12 754 12
<br />192 303 500 732 993 8 1268 14
<br />162 222 347(11 446(11 546 (12 646 12
<br />166 261 424 616 831 8 1057 14
<br />142 198 306{11 393(11 480(11 567 11
<br />142 230 369 531 713 (7 903 13
<br />137 192 295 (10 378(11 461 (10 545 11
<br />137 221 354 508 681 (7 861 13
<br />124 175 267 (10 341 (10 416 (10 491 10
<br />124 200 316 450 600 (7 75612
<br />
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
<br />FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />
<br />Bf8-0B 8m-OB 8F16-DB 8F20-oB Bf24-OB 8F28-DB 882-0B
<br />8U8 Bf8-1B Bf12-1B Bfl6-1B 8F2o-1B Bf24-1B 8F28-1B 8F32.1B
<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 (7 8672 10294 11809
<br />1349 1438 1999 2560 3123 3686 4249
<br />1217 1663 3090 5365 7547 (36 7342 (19 8733 (19 10127 (19
<br />1105 1173 1631 2090 2549 3009 3470
<br />1062 1451 2622 4360 7168 45 6036 (19 7181 {19 8328 (20
<br />1238 2177 3480 3031 3707 4383 5061
<br />908 1238 2177 3480 5381 8360 10394 (37 8825 (14
<br />1011 1729 2632 2205 2698 3191 3685
<br />743 1011 1729 2661 3898 5681 8467 (44 6472 (15
<br />699 1160 1625 2564 3486 2818 3302
<br />752 1245 1843 2564 3486 4705 (37 6390 (47
<br />535 890 1247 2093 2777 2163 2536
<br />643 1052 1533 2093 2781 3643 (38 4754 (45
<br />582 945 1366 1846 2423 3127 4006
<br />582 945 1366 1846 2423 3127 4006
<br />540 873 1254 1684 2193 2805 3552
<br />540 873 1254 1684 2193 2805 3552
<br />471 755 1075 1428 1838 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 />N.R. 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 />V//////////J
<br />
<br />882,1 T
<br />8F32.2T
<br />9608
<br />9608
<br />7636
<br />7636
<br />6627
<br />6627
<br />5861
<br />5861
<br />4924
<br />4924
<br />4498
<br />4498
<br />4038
<br />4038
<br />3508 (9
<br />3508
<br />2494 IS
<br />2842
<br />2007 15
<br />2544
<br />1749 15
<br />2369
<br />1582 151
<br />2247
<br />1321 14
<br />1993
<br />1218 14
<br />1954 (7
<br />1129 14
<br />187 11
<br />1052 13
<br />1801 14
<br />872 12
<br />1470 14
<br />746 12
<br />1225 14
<br />654 11
<br />1046 13
<br />629 11
<br />997 13
<br />566 10
<br />875 13
<br />
<br />o
<br />
<br />.
<br />
<br />1293 1642 2135
<br />
<br />2'-10" (34") PRECAST
<br />3'-6" (42") PRECAST
<br />4'-0" (48") PRECAST
<br />4'-6" (54") PRECAST
<br />
<br />2'-10" (34") PRECAST
<br />
<br />2'-10" (34") PRECAST
<br />
<br />(-
<br />IS L
<br />
<br />
<br />
<br />~ t~r .
<br />
<br />.
<br />
<br />1025 1024 1830
<br />
<br />3'-6"
<br />
<br />(42") PRECAST
<br />
<br />3'-6"
<br />
<br />(42") PRECAST
<br />
<br />~^
<br />
<br />4'-0"
<br />
<br />(48") PRECAST
<br />
<br />765 763 1365
<br />
<br />4'-0"
<br />
<br />(48") PRECAST
<br />
<br />4'-6"
<br />
<br />(54") PRECAST
<br />
<br />4'-6"
<br />
<br />(54") PRECAST
<br />
<br />592 591 1057
<br />
<br />(64") PRECAST
<br />
<br />5'-4" (64") PRECAST
<br />5'-10" (70") PRECAST
<br />6'-6" (78") PRECAST
<br />
<br />411 411 734
<br />
<br />5'-4"
<br />
<br />5'-4"
<br />
<br />(64") PRECAST
<br />
<br />.
<br />
<br />.
<br />
<br />5'-10" (70") PRECAST
<br />
<br />340 339 607
<br />
<br />5'-10" (70") PRECAST
<br />
<br />6'-6"
<br />
<br />(78") PRECAST
<br />
<br />6'-6"
<br />
<br />(78") PRECAST
<br />
<br />507 721 483
<br />
<br />o
<br />
<br />.
<br />
<br />424 534 357
<br />
<br />7'-6"
<br />
<br />(90") PRECAST
<br />
<br />7'-6" (90") PRECAST
<br />9'-4" (112") PRECAST
<br />
<br />7'-6"
<br />
<br />(90") PRECAST
<br />
<br />10
<br />
<br />(112") PRECAST
<br />
<br />9'-4"
<br />
<br />9'-4"
<br />
<br />(112") PRECAST
<br />
<br />326 512 227
<br />
<br />554
<br />
<br />10'-6" (126") PRECAST
<br />
<br />10'-6" (126") PRECAST
<br />
<br />10'-6" (126") PRECAST
<br />
<br />284 401
<br />
<br />178
<br />
<br />475
<br />
<br />11'-4" (136") PRECAST
<br />
<br />11'-4" (136") PRECAST
<br />
<br />260 452
<br />
<br />152
<br />
<br />11'-4" (136") PRECAST
<br />
<br />362
<br />
<br />.
<br />
<br />v
<br />
<br />244 402
<br />
<br />135
<br />
<br />12'-0" (144") PRECAST
<br />
<br />12'-0" (144") PRECAST
<br />
<br />12'-0" (144") PRECAST
<br />
<br />337
<br />
<br />.
<br />
<br />I
<br />
<br />217 324
<br />
<br />109
<br />
<br />13'-4" (160") PRECAST
<br />
<br />13'-4" (160") PRECAST
<br />
<br />13'-4" (160") PRECAST
<br />
<br />296
<br />
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<br />f'.-
<br />~
<br />~
<br />LO
<br />~
<br />
<br />205 293
<br />
<br />14'-0" (168") PRECAST
<br />
<br />14'-0" (168") PRECAST
<br />14'-8" (176") PRESTRESSED
<br />15'-4" (184") PRESTRESSED
<br />17'-4" (208") PRESTRESSCD
<br />
<br />98
<br />
<br />14'-0" (168") PRECAST
<br />
<br />279
<br />
<br />Vl
<br />C
<br />o
<br />.v)
<br />.:;;
<br />Q)
<br />0::
<br />
<br />14'-8" (176") PRESTRESSED
<br />
<br />14'-8" (176") PRESTRESSED
<br />
<br />N.R. 284
<br />
<br />89
<br />
<br />N.R.
<br />
<br />15'-4" (184") PRESTRESSED
<br />
<br />15'-4" (184") PRESTRESSED
<br />
<br />N.R. 259
<br />
<br />82
<br />
<br />.
<br />
<br />.
<br />
<br />~
<br />Q)
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<br />
<br />.
<br />
<br />17'-4" (208") PRESTRESSED
<br />
<br />17'-4" (208") PRESTRESSED
<br />
<br />N.R. 194
<br />
<br />63
<br />
<br />N.R.
<br />
<br />i
<br />!
<br />
<br />19'-4" (232") PRESTRESSED
<br />
<br />19'-4" (232") PRESTRESSED
<br />
<br />19'-4" (232") PRESTRESSED
<br />
<br />.
<br />
<br />N.R. 148
<br />
<br />51
<br />
<br />N.R.
<br />
<br />-
<br />-
<br />.-
<br />
<br />21'-4" (256") PRESTRESSED
<br />22'-0" (264") PRESTRESSED
<br />
<br />21'-4" (256") PRESTRESSED
<br />
<br />21'-4" (256") PRESTRESSED
<br />
<br />N.R. 125
<br />
<br />42
<br />
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<br />
<br />22'-0" (264") PRESTRESSCD
<br />
<br />22'-0" (264") PRESTRESSCD
<br />
<br />N.R. 116
<br />
<br />39
<br />
<br />N.R.
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<br />c:
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<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />N.R. 91
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />33
<br />
<br />N.R.
<br />
<br />~
<br />
<br />~~
<br />
<br />* SEE NOTE 18
<br />
<br />,--------------~-------~
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<br />
<br />SAFE LATERAL LOADS FOR
<br />8" PRECAST W/ 2" RECESS DOOR U-UNTELS
<br />~AST-~R.T4I SAFE LOAD
<br />~ 'I PLF
<br />------ lYPE 8RU6 8RF6 REINF.
<br />LENGTH ~ CMU*
<br />
<br />SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS
<br />
<br />SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-UNTELS
<br />
<br />....
<br />;..<
<br />!
<br />~
<br />~
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<br />(AST-(R4IT4I
<br />______ lYPE
<br />LENGTH ~
<br />
<br />(AST-(R4IT4I
<br />______ lYPE
<br />LENGTH ~
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />
<br />8Rf6.lT 8Rfl(}lT 8RFI4-lT 8RFI8-1T 8RF22-lT 8RF26-lT
<br />8Rf6.2T 8RF1(}2T 8RFI4-2T 8RFI8-2T 8RF22.2T 8RF26-2T
<br />905 1748 2635 3522 4409 5296
<br />905 1748 2635 3522 4409 5296
<br />867 1675 2525 3374 4224 5074
<br />867 1675 2525 3374 4224 5074
<br />675 1301 1960 2618 3277 3935
<br />675 1301 1960 2618 3277 3935
<br />655 1262 1900 2538 3176 3815
<br />655 1262 1900 2538 3176 3815
<br />570 1012 1651 2204 2758 3312
<br />570 1097 1651 2204 2758 3312
<br />506 797 1462 (8 1952 (7 2442 (6 2931 [6
<br />506 967 1462 1952 2442 2931
<br />395 491 931(l2 1301(15 1641)(15 1980(15
<br />395 589 1135 1514 1893 2272
<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 />8RF6-DB 8RFlD-DB 8RFl4-0B 8RFl8-0B 8RF22-0B 8RF26-DB
<br />8RU6 8Rf6.1B 8RFIo-1B 8RFI4-1B 8RFI8-1B 8RF22.1B 8RF26-1B
<br />1635 1749 3355 3280 4349 5421 6493
<br />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 8060 134 7917(19
<br />859 1653 1600 212 2649 3174
<br />810 1113 2342 4242 6639 10 8060 (39 7402 (19
<br />901 1825 3120 5041 7747 9448
<br />901 1825 3120 5048 7915 9479
<br />755 1490 2459 3776 5743 7239
<br />755 1490 2459 3776 5743 8998 (19
<br />466 999 1568 2253 3129 4091
<br />526 999 1568 2253 3129 4150
<br />
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
<br />GR40 FIELD ADDED REBAR. SEE NOTE NO, 4
<br />
<br />>-
<br />Cl::
<br />o
<br />t-
<br />Z
<br />W
<br />>
<br />Z
<br />
<br />8RF3D-lT
<br />8RF3D-2T
<br />6183
<br />6183
<br />5924
<br />5924
<br />4594
<br />4594
<br />4453
<br />4453
<br />3865
<br />3865
<br />3257
<br />3421
<br />2322 16
<br />2652
<br />
<br />8RF3O-DB
<br />8RF3D-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 />w
<br />::E
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<br />02
<br />~~
<br />() SHEET NO.
<br />o
<br />
<br />-
<br />
<br />CO
<br />
<br />758 757 1365
<br />
<br />4'-4" (52") PRECAST
<br />4'-6" (54") PRECAST
<br />5'-8" (68") PRECAST
<br />5'-10" (70") PRECAST
<br />
<br />4'-4"
<br />
<br />(52") PRECAST
<br />
<br />4'-4"
<br />
<br />(52") PRECAST
<br />
<br />o
<br />
<br />694 693 1249
<br />
<br />4'-6"
<br />
<br />(54") PRECAST
<br />
<br />4'-6"
<br />
<br />(54") PRECAST
<br />
<br />I
<br />
<br />I
<br />
<br />5'-8"
<br />
<br />(68") PRECAST
<br />
<br />5'-8"
<br />
<br />408 407 734
<br />
<br />(68") PRECAST
<br />
<br />0.:
<br />c:r:
<br />
<br />S2Ai
<br />
<br />
<br />lJ)
<br />~
<br />@
<br />
<br />5'-10" (70") PRECAST
<br />
<br />5'-10" (70") PRECAST
<br />
<br />382 381
<br />
<br />687
<br />
<br />595 788 510
<br />
<br />6'-8"
<br />
<br />(80") PRECAST
<br />
<br />6'-8" (80") PRECAST
<br />7'-6" (90") PRECAST
<br />9'-8" (116") PRECAST
<br />
<br />6'-8"
<br />
<br />(80") PRECAST
<br />
<br />797
<br />
<br />7'-6"
<br />
<br />(90") PRECAST
<br />
<br />509 674 393
<br />
<br />7'-6"
<br />
<br />(90") PRECAST
<br />
<br />669
<br />
<br />(V)
<br />(j) LAST PLOT DATE
<br />(5 Mar. 22, 05
<br />.,.j
<br />
<br />9'-8"
<br />
<br />(116") PRECAST
<br />
<br />9'-8"
<br />
<br />(116") PRECAST
<br />
<br />370 490 227
<br />
<br />411
<br />
<br />* SEE NOTE 18
<br />
<br />-
<br />
|