|
P,
<br />PRECAST LINTEL GRAVITY LOAD TABLE v4.21
<br />LOADS LISTED HAVE BEEN CALCULATED OR COW ILED FROM APPROVEDMANUFACTURERS:
<br />CAST-CRIETE. LOTTS CONCRETE, QUAUTYPRECASTCO.
<br />MAXIMUM LOAD (PLF)
<br />APPROX.
<br />LINTEL LENGTH
<br />MAX.CLEAR
<br />OPENING
<br />TYPEA
<br />So LINTEL
<br />9' TYPE B
<br />rTYPEC
<br />12" PER
<br />ILTYKC
<br />14'TYPEB-
<br />L4LTYPEC-
<br />16'TYPEB
<br />26-TOEC
<br />20'TYPEB
<br />2VlYPEC
<br />24'TYPEB
<br />jj�TYINEC
<br />28"TYPER
<br />2rTYPEC
<br />3tTYPEB
<br />3rTVPfC
<br />z 1(r
<br />1. IS.
<br />2231
<br />3069
<br />3719
<br />328D
<br />5153
<br />6607
<br />8054
<br />9 502
<br />i0ODO
<br />am
<br />4605
<br />5206
<br />6223
<br />7547
<br />1874
<br />Mw
<br />t7034
<br />Mw
<br />11 1�
<br />Z 2'
<br />2231
<br />3069
<br />3719
<br />321D
<br />5163
<br />6607
<br />BD54
<br />9502
<br />100DO
<br />3059
<br />45M
<br />5206
<br />6113
<br />7547
<br />8974
<br />WEBB,
<br />201101)
<br />41V
<br />7 a"
<br />1783
<br />2561
<br />2752
<br />328D
<br />392G
<br />41190
<br />5961
<br />BICI7
<br />2561
<br />4605
<br />5205
<br />6213
<br />7547
<br />1074
<br />MEB
<br />20WO
<br />a- 6�
<br />1 T'
<br />1343
<br />1969
<br />2210
<br />2992
<br />2932
<br />3756
<br />4576
<br />"Oo
<br />540D
<br />6224
<br />190
<br />4375
<br />52M
<br />6313
<br />7M9
<br />8672
<br />200DO
<br />1349
<br />1438
<br />1726
<br />1999
<br />2560
<br />3132
<br />3-
<br />4249
<br />im
<br />W90
<br />4w
<br />5366
<br />4766
<br />W17
<br />7074
<br />am
<br />1-4-
<br />4'0'
<br />1006
<br />1349
<br />3U436
<br />171-6
<br />1999
<br />25W
<br />3132
<br />36M
<br />4649
<br />im
<br />moo
<br />4561
<br />5366
<br />Alm
<br />51117
<br />M4
<br />62M
<br />r 6r
<br />860
<br />aso
<br />11105
<br />2173
<br />160D
<br />1631
<br />2090
<br />2549
<br />30C19
<br />3470
<br />INS
<br />M2
<br />4M
<br />431110
<br />3942
<br />409
<br />Bill
<br />5817
<br />6w
<br />6161,
<br />52'
<br />710
<br />123
<br />2177
<br />3738
<br />3490
<br />3031
<br />3707
<br />4303
<br />1 5061
<br />IM2
<br />2
<br />21[77
<br />27M
<br />34D
<br />5342
<br />ww
<br />am
<br />75M
<br />7' 6�
<br />6 2'
<br />570
<br />991
<br />1729
<br />21M
<br />2632
<br />2205
<br />2698
<br />3191
<br />3685
<br />Bill, _T_
<br />1
<br />1729
<br />210
<br />2632
<br />am
<br />5661
<br />4742
<br />55M
<br />1'4'
<br />7cr
<br />An
<br />699
<br />n6O
<br />1516
<br />1626
<br />2564
<br />3496
<br />2818
<br />3302
<br />09
<br />U45
<br />IS36
<br />103
<br />25(A
<br />3w
<br />2964
<br />33V
<br />1-4-
<br />81 V,
<br />416
<br />699
<br />1160
<br />N A
<br />2625
<br />2564
<br />3486
<br />2818
<br />3302
<br />M
<br />N/A
<br />1843
<br />25"
<br />3486
<br />2w
<br />33V
<br />1016,
<br />92'
<br />354
<br />535
<br />-
<br />890
<br />N/A
<br />1247
<br />2D93
<br />2777
<br />2163
<br />2536
<br />535
<br />W54
<br />N/A
<br />I M3
<br />20931
<br />1 2ml
<br />2259
<br />2615
<br />4'
<br />I(y 01
<br />315
<br />567
<br />890
<br />N/A
<br />1366
<br />IS46
<br />2423
<br />3127
<br />4006
<br />567
<br />945
<br />N/A
<br />2366
<br />1w
<br />2423
<br />3127
<br />4006
<br />12'lf'
<br />Iff a"
<br />292
<br />$25
<br />1 873
<br />NIA
<br />1254
<br />1684
<br />Z193
<br />2905
<br />3552
<br />M
<br />1 973
<br />N/A
<br />1254
<br />26"
<br />2193
<br />28M
<br />3552
<br />ITIS
<br />11'2'
<br />277
<br />471
<br />755
<br />N/A
<br />1075
<br />1428
<br />1838
<br />2316
<br />2M
<br />An
<br />755
<br />N/A
<br />1075
<br />UZI,
<br />we
<br />2316
<br />2M
<br />13'&
<br />1z 01
<br />255
<br />471
<br />755
<br />NIA
<br />IMS
<br />1428
<br />2316
<br />2535
<br />471
<br />755
<br />NIA
<br />1075
<br />Mn
<br />383111
<br />2316
<br />2M
<br />WEI
<br />1201,
<br />239
<br />Q4
<br />7066
<br />1 N/A
<br />1OD2
<br />1326
<br />1 32
<br />1697
<br />7
<br />2127
<br />2278
<br />424
<br />706.
<br />N/A
<br />1-
<br />2328
<br />M97
<br />2127
<br />2'2"
<br />2630
<br />14'r
<br />a 4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N A
<br />A.
<br />N/A
<br />N A
<br />A
<br />N/A
<br />N/A
<br />-We
<br />N/A
<br />Ba
<br />1234'
<br />EN/A
<br />14E
<br />1421*
<br />1779'
<br />21W
<br />26&*
<br />15, W,
<br />14! 0'
<br />N/A
<br />WA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />E22
<br />NIA
<br />NIA
<br />WA
<br />711V
<br />N/A
<br />210.
<br />Lull
<br />y1w
<br />211321
<br />2459*
<br />17"V'
<br />160,
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N A
<br />A
<br />N/A
<br />N A
<br />NIA
<br />WA
<br />sw
<br />MIA
<br />9%.
<br />ur
<br />3379-
<br />367r
<br />. 'l.
<br />199r
<br />19'4!'
<br />1901,
<br />A
<br />A
<br />N A
<br />N A
<br />N/A
<br />WA
<br />WA
<br />NIA
<br />NIA
<br />N 'A
<br />N1
<br />A
<br />4 W
<br />!!/A
<br />7w
<br />9w
<br />2177'
<br />1415'
<br />1576*
<br />20, a,
<br />lea'
<br />:;�
<br />N A
<br />N/A
<br />/A
<br />N A
<br />WA
<br />N/A
<br />N/A
<br />N/A
<br />N W
<br />/A
<br />SW
<br />W
<br />=1
<br />I N/A
<br />05-
<br />11114'
<br />Mr
<br />24'0
<br />2111'
<br />N/A
<br />N A
<br />N/A
<br />I N/A
<br />N/A
<br />N A
<br />N/A
<br />N/A
<br />N/A
<br />A
<br />2SO.
<br />__
<br />-PRESTRESSED 8' W/2' RECESS ULINTELS
<br />Typo A- Unfilledno Rebar:Type SzOontinuous Grout. SteelperPlanin Bond Beam Only;Type Cz Continous Gmul.Sleel perplan InBond
<br />Beam & Lintel
<br />LEGEND
<br />87 8x8 FILLED CELL W/ (1) - #5 REBAR
<br />BEAMS
<br />8X8 FILLED CELL W/ (1) - #7 REBAR
<br />HEADER - WIDTH TO MATCH WALL
<br />8x8 FILLED CELL W/ NO REBAR REOD -------------
<br />GIRDERS
<br />PLUMBING WALLS (FOR REFERENCE)
<br />-------------
<br />BEARING/SHEAR WALLS (FOR REFERENCE)
<br />45' CMU - FILL CELLS W/ #5 REBAR
<br />ROOF BLOCKING
<br />12X12 FILLED CELL W/ #4 REBAR
<br />(IN WALL)
<br />BALLOON FRAMED
<br />12X12 FILLED CELL W/ #4 REBAR
<br />WALLS/HIGHER BEARING WALLS
<br />(IN COLUMN)
<br />CONCRETE TIE BEAMS
<br />lv� ELEVATION INDICATOR
<br />PLUMBING PENETRATION FOR
<br />DETAIL INDICATOR
<br />FRAMING LAYOUT
<br />LINTEL OR WOOD HDR DESIGNATION
<br />OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
<br /><�_ BRACED WALL LINE
<br />FASTENERS
<br />ALLOWABLE LOADS
<br />CONNECFOR
<br />QTY
<br />I
<br />TYPE
<br />GRAVITY
<br />V`Ty
<br />10
<br />No 1.0
<br />UPLIFT (Ilol) 0 1.6
<br />LATERAL
<br />Qbs) @ 1.6
<br />META16
<br />8
<br />-
<br />0-248'xl-1/2"
<br />1450
<br />F1,340
<br />F2 : 770
<br />HETA16
<br />9
<br />9
<br />0.142---a-1/2-
<br />1820
<br />FIE: 340
<br />F2
<br />F2:770
<br />(2) META26
<br />a 1-ol,
<br />0
<br />10
<br />0.148'.1-1/2-
<br />1875
<br />Fl;680
<br />Fl 6"'n 77
<br />F2. 770
<br />(2) META16
<br />02-1-d,
<br />14
<br />4
<br />0.162-0-1/2'
<br />179S
<br />F1.1285
<br />l �2
<br />2
<br />F2: IDSO
<br />WHETA16
<br />a I -Ply
<br />0
<br />10
<br />I
<br />0.148"icl-2/2"
<br />1920
<br />Fl; 680
<br />Fl 6-
<br />F2:770
<br />F2 770
<br />J2) HETA16
<br />to 2- or 3-DN
<br />2
<br />12
<br />I
<br />D.162'.3-1/2"
<br />2365
<br />FIE 1350
<br />F" l3-
<br />F2 1430
<br />F2� 1'4-
<br />HSTM16
<br />3
<br />B
<br />"d-1/2"
<br />1210
<br />Fl: 120
<br />F2 90
<br />4
<br />1/4-.10'31/448 CONC SCREW
<br />LGUM2B_2
<br />6
<br />3/8'.4'T1I NHD
<br />B250
<br />2435
<br />6
<br />1/4"x 21/2'SDSSCREW
<br />MSTC29
<br />36
<br />0. 148" x 3 1/4"
<br />3460
<br />MTS22
<br />14
<br />0.148-KI-1/2'
<br />990
<br />121 MTS12
<br />0.248".1-1/2"
<br />1"D
<br />MTS16
<br />14
<br />0.248`4-2/2�
<br />990
<br />HU210-2
<br />18
<br />1/4". 2 314'CONC SCRE±t-
<br />3 SW
<br />I=
<br />10
<br />0. 148" x 3"
<br />HTS16
<br />32
<br />0.148-.2-IA-
<br />2,890
<br />(2) H.T516
<br />l6
<br />0.148".1-1/2"
<br />'310
<br />NTS20
<br />24
<br />0.148-4-1/2-
<br />1310
<br />LSTA42
<br />lo
<br />0.148".2-ln"
<br />925
<br />1
<br />LSTA18
<br />14
<br />0,248".2-1/2-
<br />1235
<br />LSIA30
<br />22
<br />0.148-.2-V2"
<br />1640
<br />MSTA24
<br />18 1
<br />D. 149" X 2 V2"
<br />1,640
<br />f2l msTA24
<br />36 1
<br />0, 148" X 2 1/2'
<br />3,21113
<br />MSTA36
<br />26
<br />0. 14r X 2 1/2'
<br />4050
<br />-
<br />121MSTA36
<br />S2
<br />0. 148- X 2 V2-
<br />4,100
<br />-
<br />MSTA30
<br />22
<br />0.148".2-In"
<br />2050
<br />MSTC28
<br />36
<br />0. 148'. 3 114"
<br />3,460
<br />MSTC52
<br />62
<br />0.248-.3-2/4�
<br />----
<br />4735
<br />MSTAM24
<br />9
<br />0-148"X 3"
<br />1,425
<br />5
<br />V4' X 2 1/4-
<br />MSTAM36
<br />13
<br />Oallig" X 3"
<br />1,870
<br />a
<br />1/4� X 2 1/4-
<br />W MSTAM36
<br />26
<br />16
<br />0. 148"X 31
<br />V4" X 2 1/4"
<br />3740
<br />MSTCM40
<br />10
<br />I/4-x2-1/4' CONC SCREW
<br />2900
<br />14
<br />0.148"1(3-114"
<br />MGT
<br />22
<br />&148".3"
<br />3965
<br />F1.775
<br />F2:52S
<br />I
<br />S/R'ATR
<br />HGT-3
<br />16
<br />0.148"x3"
<br />10,790
<br />2
<br />3/4-ATR
<br />VG7R or L
<br />I
<br />BE
<br />2225
<br />1`1�650
<br />F2:630
<br />16
<br />VGTR/L
<br />2
<br />518'ATR
<br />5545
<br />FI;650
<br />F2!630
<br />32
<br />2/4-x3� SOS
<br />VGT
<br />I
<br />S/8'ATR
<br />4940
<br />FIJ185
<br />F2:590
<br />16
<br />1/4"A3" SDS
<br />(2) V_
<br />2
<br />5/8'ATR
<br />7285-20Y 8890-
<br />A.I.
<br />Flj1185
<br />F2:59D I
<br />32
<br />1/4.3" SDS
<br />DTT2z
<br />1
<br />a
<br />1/2- ATR
<br />IJA'�.3-SDS
<br />1825-2N4 min
<br />214S42 12YA min
<br />HTT4
<br />I
<br />5/8-ATR
<br />361.
<br />18
<br />0.149'.3-1/2"
<br />HTTS
<br />1
<br />5 "ATR
<br />4670
<br />26
<br />0148".3'
<br />HTTSNT
<br />I
<br />5/8'ATR
<br />5445
<br />26
<br />SD8lDx2.lx
<br />ASU44Z
<br />I
<br />SA"ATR
<br />7570
<br />19010
<br />12
<br />-
<br />0.262"xil-1/2"
<br />ABU66Z
<br />I
<br />S/r ATR
<br />182DS
<br />2475
<br />12
<br />-
<br />0.162".3-3/2"
<br />H2.5A
<br />WO
<br />0. 131'x2-1/2"
<br />565
<br />Flwl!O
<br />1`2� 110,
<br />HIDA
<br />18
<br />0,148",,1-1/2�
<br />1340
<br />F2:565
<br />F2 � 285
<br />HIOA-2
<br />is
<br />0.14B'.1-112'
<br />1DOO
<br />FI:680
<br />F2. 260
<br />HUC48
<br />14
<br />1/4-W-3/4- CONC SCREW
<br />3500
<br />1135
<br />6
<br />0.14rx3"
<br />NUC414
<br />24
<br />1/4-x2-3/4- CONC SCREW
<br />SOBS
<br />2015
<br />12
<br />0.1411"x3l"
<br />LUS26
<br />4
<br />0.148'Y,3�
<br />865
<br />lilis
<br />SPH4
<br />12
<br />0148'0-112�
<br />Side: 640
<br />Center : 1280
<br />DTC cli,1
<br />4
<br />3/11"x2-3/4' CONC SCREW-
<br />Fl: BS
<br />F2:135
<br />2
<br />0.131-.2-1/2-
<br />A3S
<br />12
<br />0.131".1-2/2'
<br />F1 � 650
<br />F2 � 670'
<br />SDWC15600
<br />I
<br />SDWC156M
<br />615
<br />1`1:130
<br />F2:225
<br />SDWC15450
<br />I
<br />SDWCIS450
<br />295
<br />1`2� 150
<br />HTU26
<br />20
<br />0.162".3-1/2'
<br />3200
<br />1250
<br />-
<br />14
<br />0.14IN3'
<br />LGU3.63-SOS
<br />16
<br />1/4" X 2 112-
<br />6,720
<br />5,555
<br />-
<br />12
<br />1/4' 11 In'
<br />HDUB-SDS2.S
<br />I
<br />7/2-ATR
<br />-
<br />7A7O
<br />20
<br />1/4- X 2 1/2'SDS
<br />U"_SDS2 I
<br />I
<br />I" ATR
<br />-
<br />11,17S,
<br />-
<br />30
<br />1/4' X 2 2/2- SDS
<br />ETHD2
<br />20
<br />0162" 3-
<br />2940
<br />3240
<br />-
<br />20
<br />0.248". 1 L12'
<br />"I , 3'
<br />4310
<br />U60
<br />16
<br />U4%". 3'
<br />ABBREVIATIONS:
<br />AB
<br />ANCHOR DOLT
<br />EA
<br />EACH
<br />INT
<br />INTERIOR
<br />AFF
<br />ABOVE FINISHED FLOOR
<br />ELEV
<br />ELEVATION
<br />JST
<br />JOIST
<br />ALT
<br />ALTERNATE
<br />EMBED
<br />EMBEDMENT
<br />MAX
<br />MAXIMUM
<br />APPROX
<br />APPROXIMATE
<br />EN
<br />EDGE NAIUNG
<br />MFR
<br />MMUFACTURIER
<br />ARCH
<br />ARCHITECTARCHITECTURAL
<br />EQ
<br />EOUAL
<br />MIN
<br />MINIMUM
<br />ATR
<br />ALL THREADED ROD
<br />ES
<br />EACH SIDE
<br />MISC
<br />MISCELLANEOUS
<br />BLK
<br />BLOCK
<br />EW
<br />EACH WAY
<br />MID
<br />MASONRY OPENING
<br />BLKG
<br />BLOCKING
<br />EXP
<br />EXPANSION
<br />NOM
<br />NOMINAL
<br />BOF
<br />BOTTOM OF FOOTING
<br />EXT
<br />EXTERIOR
<br />NTS
<br />NOT TO SCALE
<br />BOT
<br />BOTTOM
<br />FD
<br />FLOOR DRAIN
<br />OC
<br />ON CENTER
<br />BRIG
<br />BEARING
<br />FON
<br />FOUNDATION
<br />OPNG
<br />OPENING
<br />BTWN
<br />BETWEEN
<br />FIN
<br />FINISH
<br />OPP
<br />OPPOSITE
<br />CANT
<br />CANTILEVER
<br />FLR
<br />FLOOR
<br />PEN
<br />PLYWOOD EDGE NAIUNG
<br />CL
<br />CENTERLINE
<br />FIN
<br />FIELD NAJUNG
<br />PLYVVD
<br />PLYWOOD
<br />CIP
<br />CAST IN PLACE
<br />IFT
<br />FOOT / FEET
<br />REJNF
<br />REINFORCING/REINFORCEMENT
<br />Ci
<br />CONTROL JOINT
<br />GALV
<br />GALVANIZED
<br />REOD
<br />REOUIRED
<br />CLR
<br />CLEAR
<br />GDR
<br />GIRDER
<br />RO
<br />ROUGH OPENING
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />GRID
<br />GRADE
<br />Sc
<br />STUD COLUMN
<br />COL
<br />COLUMN
<br />GWB
<br />GYPSUM WALL BOARD
<br />SHITG
<br />SHEATHING
<br />CONC
<br />CONCRETE
<br />GYP
<br />GYPSUM
<br />Sim
<br />SIMILAR
<br />CONT
<br />CONTINUOUS
<br />HID
<br />HOLD DOWN
<br />SP
<br />SOUTHERN PINE #2 OR BETTER
<br />DOL
<br />DOUBLE
<br />HDR
<br />HEADER
<br />SPF
<br />SPRUCE PIR FIR #1 /#2 OR BETTER
<br />DIA
<br />DIAMETER
<br />ILO
<br />IN LIEU OF
<br />TYP
<br />TYPICAL
<br />_DWG
<br />DRAWING
<br />IN
<br />INCH
<br />_UN0
<br />UNLESS NOTED OTHERWISE
<br />140 WINDSPEED CHARTS
<br />140 MPH 2023
<br />FIL - C & C Presswes tAw)
<br />Ifffedl-WindAre.
<br />Gable 11.0 Comp-ts
<br />HlPWWo1Crm,Pixwmt1
<br />Wall CorrilP.-M.
<br />Z_ I
<br />Z- 2
<br />Z-
<br />Z- I
<br />Z_ 2
<br />23
<br />z_ 4
<br />Z_ 5
<br />A. 100 SOFT (a rd-)
<br />27.1
<br />1 -313
<br />17. l
<br />7
<br />2�1::
<br />�4�...
<br />Its
<br />1 -30.3
<br />1 14.8
<br />1 -36.5
<br />14.8
<br />-_ -
<br />T&5
<br />____
<br />31.1
<br />-
<br />F -34.1
<br />31-1
<br />-38.0
<br />A � SO SOFT YM,d-)
<br />19.2
<br />40A
<br />19.
<br />1 19.2
<br />2
<br />1 -63.9
<br />_.s
<br />18.7
<br />1 -36.0
<br />1 18.7
<br />1 -317
<br />1 18.7
<br />-419
<br />327
<br />1 -35.9
<br />1 327
<br />41.3
<br />A, 10 SOFT (Faneriers)
<br />24.2
<br />-520
<br />2,L
<br />I -
<br />I
<br />---
<br />. -
<br />-
<br />1 61 -
<br />' 2_ -
<br />-675
<br />AfL5
<br />I -
<br />1
<br />49 6
<br />Ownponerits and Cladding Prosialares (M) - 2W R.
<br />Positive Negative
<br />VAdth Height EffeWwo Pressure Presswe
<br />alliffludw I11111 LN Lftl Ana= Lwfi M
<br />16M OHGD
<br />---
<br />1 16
<br />7
<br />112
<br />3118
<br />-3111.4
<br />3M
<br />w/3010 TR
<br />ENDS
<br />3
<br />9
<br />24,0
<br />34.6
<br />-45.1
<br />3068
<br />w/3010 TR
<br />4
<br />3
<br />8
<br />24.0
<br />34.6
<br />�37.7
<br />3080 DOOR
<br />ENDS
<br />3
<br />a
<br />24,0
<br />34.6
<br />-45.1
<br />2SSH
<br />4
<br />3
<br />5.25
<br />as
<br />35.6
<br />-36.7
<br />6D685GD
<br />4
<br />6
<br />6.67
<br />40.0
<br />314
<br />-36.6
<br />2968 DOOR
<br />4
<br />Z67
<br />6.67
<br />17.8
<br />1 3&3
<br />.3&3
<br />3050SH
<br />4
<br />3
<br />5
<br />15.0
<br />35.7
<br />38.8
<br />3050SH
<br />ENDS
<br />3
<br />5
<br />1 15.0
<br />1 35.7
<br />-47.3
<br />2040SH
<br />ENDS
<br />2
<br />i
<br />I RO
<br />36,5
<br />-410
<br />6wM=D@w0 S GWD
<br />4
<br />6
<br />8
<br />1 48.0
<br />319
<br />-36.0
<br />OE9GN PRESSWES SHOW ARE MINWILN ALLOWABLE
<br />VALUES, VALUES ARE 10 BE INCREASED AS
<br />RECURRED BY MORE STRINGENT LOCAL REOURENENTS
<br />C40 Fieldstone
<br />0
<br />C.O.A.# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERING: 4f
<br />29349
<br />E3 IBRAHEM ELAYEB, PE
<br />P.E.# 91476
<br />0 BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/24/2024
<br />DATE
<br />ST F '40 -z
<br />RIO Sl
<br />E
<br />El
<br />a
<br />0
<br />.
<br />tli'NE
<br />Michigan
<br />3400 Aubum Rd
<br />Suite 200
<br />Auburn Hills, IVII 48326
<br />+1 248.622.4035
<br />Florida
<br />12906 Tampa Oaks Blvd.
<br />Suite 150
<br />Tampa, FL 33637
<br />+ 8 3.4 .
<br />www.fieldstoneae.com
<br />�c
<br />0
<br />oll4
<br />z
<br />0
<br />Lu
<br />-i
<br />Lu
<br />M
<br />0
<br />C)
<br />rL
<br />g4
<br />Lu
<br />>� In
<br />U
<br />LU
<br />W)
<br />�D X
<br />Ile)
<br />w
<br />0
<br />r-
<br />L
<br />I
<br />IDRAWN BY: I FFAE 7
<br />FVERSION- 5.0
<br />SHEET NAME
<br />REFERENCE
<br />CHARTS
<br />SHEET #
<br />S5.1
<br />
|