|
<br />2 ROWS 8d @ 6" O.C \ ~(2) SYP#2 TOP PLATE
<br />8d NAILS @ 6" O.C~ ROOF OR
<br />TO BLOCKING \ FLOOR SHEATHING
<br />:' , 'I "j:~ I}:
<br />
<br />(2) 12d NAILS~ /
<br />TO BLOCK~ING / USP- / V'
<br />TRUSSES SUH24
<br />X ~
<br />-----
<br />
<br />2X4 BLOCKI~ - - 2 s~~C~U~;L SHEATHiNG
<br />AT EA. ROOF __.-1 (MIN. 7/16"). NAIL w/10d @
<br />PANEL JOINT AT USP SPT24- I ..............-3" O.C. EDGES STAGGERED
<br />48" O.C. MAX @ EACH STUD V' & 6" O.C. INTERIOR - EXTEND
<br />!" TO ROOF SHEATHING
<br />
<br />,______ 1/2"x 12" A.BOLT 6" FROM ENDS
<br />2x4 ~:F STUDS THEN 32" O.C. - OR 5/8" w/8 1/2"
<br />@ 16 O,C, VEVlBED WEDGE BOLT 6" FROM ENDS
<br />USP SPT22 _--- THEN 32" O.C. W/#3 PT SYP
<br />@ EACH STUD ~ BASE PLATE
<br />
<br />.. ... .. 4 .. 4 .. 4 .. 4 .. .:' .
<br />....~~.~~~:~~.!J.~~:"'~\' ::~.~ SEE PLAN FOR DIM.
<br />Il.4"~~".4,.~~...t~~ "",.",. ;.',..,.,. =1
<br />.~".'4 '~..:1:~...~~,.~~."i:~..'._.7..'~ N ~
<br />" .1:J I ,...' o~" .' ,...' M ~
<br />.. ~.. ,.. ~~
<br />
<br />4"L 16" 1.:;:-1---- SEE FND, PLAN
<br />I" ~r", ,. I. FOR FOOTING SPECS.
<br />____ INTERIOR SHEARWALL @ TRUSSES
<br />
<br />I 18'STEP-DOWN. WALIL TO TRUSS
<br />, 5-6 I ~O SCALE
<br />SHEAR CAP. 500#/LlN. FT.
<br />
<br />LSTA12 EACH SiDE
<br />@ EACH END OF WALL
<br />
<br />REV. 9/30/03 AS
<br />
<br />12
<br />~TYP) I SEE ELEV, PRE.E\GI'JEERED WOOD BLiSS.ES@24"O/C
<br />~ LPLlFT CO~NECTOR (SEE SCHEDULE)
<br />! r DOUBLE 2"x4" TOP PLATE
<br />
<br />L. 7 j / 2"x4' STUDS @ 16" O/C
<br />~ ~CRICKET ,~S REQ~IRED
<br />
<br />
<br />usP SPT24 @ EA. STUD~ ' I b
<br />
<br />APA RATE'D STRUCTURAL SHEATHING ./
<br />MIN 7/16" FASTENED TO TRuSSES WI
<br />8d COMMO'J WiRE !\AILS @ 4' O/C
<br />BOLiNDA,R:ES 6" O/C EDGES & 8" O/C FIELD
<br />
<br />LSP 5?122 @ EA STLD ~
<br />2"x P,T, PLATE.../.....
<br />1/2" X 8' 'J" BOLT @ 24" O/C MAX........
<br />
<br />8"X8"X16" K.O, BLOCK Wll #5 CO~;.-/
<br />A'-iD FILLED WI 2500 PSI COr-,CRETE" /
<br />1 #5 VERT, IN CONC, FILLED CELL---'
<br />
<br />(4\KNEwE'WALL'ABOVE MASONRY WALL DETAil..
<br />
<br />~' SCALE: N.T.S.
<br />
<br />::~
<br />
<br />..:.::.
<br />
<br />1'\ '\.. MAI~ SPA'J ROOF TRUSS
<br />
<br />I \'UPLlFT CO'<NECTOR
<br />(SEE SCHEDULE)
<br />
<br />12 PRE-ENG. WD TRUSSES @ 24" O,C,
<br />~I 15 INSULATION BAFFLE
<br />~ BATT OR BLOWN INSULATION MIN. R-19
<br />I TRUSS ANCHOR (SEE PLAN)
<br />: FIBERGLASS SHII\GLE
<br />: ~ ~ ROOFING FELT
<br />~^^^^^^^^^^"^~ 7"'" 1":J! . / SEE ROOFII\G SCHEDULE
<br />I 'T'T"""~ II
<br />
<br />1/2" CEILlI\G'~"".u...u......~ ~~.-~ MET~L DRI; EDGE -
<br />USP SPT24 AT TOP ~ "-
<br />AND USP SPT22 AT BOTTOM _ ~ "'--- ""'-2" X SUBFASCIA
<br />1/2" DRYWALL --~ ~ ~ CONT. VENTED ALUM SOFFIT
<br />OPTION: ~! O.H, ~(2)-2" X 12" SYP BM. OR WIF85
<br />MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV (UNLESS OTHERWISE NOTED- SEE PLAN)
<br />, ;\JAIL @ 6" O.C.
<br />ADDED BELOW THE HEADER WI EACH W/2-2" X 4" SPF TOP PLATES
<br />PLY ATTACHED WI (2) ROWS OF 16d MIN. SPLICE 48" W/12d @ 6" O.C.
<br />NAILS AT 8" O.C.
<br />SEE 26/5-4 OR 27/5-4 ~ ALUM FRAMED WINDOW w/ SCREEN
<br />FOR MORE INFO @ OPENING
<br />NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH
<br />HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A
<br />WINDOWS. 2" X 4" @ 16" O.C.
<br />)2 S LL W/2-12d EA. END W/ APA RATED
<br />(,~ x I ~ STRUCTURAL SHEATHING (MIN. 7/16")
<br />1/2 DRYWAL 7 NAIL 3" O.C. TOP & BOTTOM, 4" C.C.
<br />R-ll F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR
<br />WOOD BASE ~ ~ P.T. 2" X 4" #2 SYP BASE PLATE
<br />;\.... ...-:; w/1/2" X 8" A.B. OR 5/8"X7"
<br />CONC SLAB ~ ,,~ ~ 2? WEDGE BOLT, w/2" WASHER @
<br />6 X 6 10/10 W.w.M. ---.~" S 6 32" O.C. MIN. 6" FROM END
<br />:-- GRADE
<br />6 MIL ViS~UE~'~lll. " ", \. le _ -:- _ _ _ ~O.? OF S_LAB +
<br />
<br />TREATEDI,~I"",~::;,;"'~:;::;: ~ ~~ 0
<br />"'"" or'....J<l: C'\I
<br />CLEAN FILL: ' o.:,>',~ j,~ ffi
<br />, "'- SEE FOUNDATION PLAN
<br />
<br />-.
<br />
<br />TYPICAL WALL SECTION
<br />,~'x I ~HI R FRAME
<br />I 8-12-03 REV, AS.
<br />
<br />SCALE: 1/2" == 1'-0"
<br />
<br />I 9
<br />\ 5-6
<br />
<br />-
<br />
<br />TYVEK
<br />~ /1 TAR PAPER WRAPPED 6"
<br />, UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH WI
<br />V STOP VULKEM
<br />CAULKED TO
<br />.....--- TERMITE SHIELD
<br />~~TE~MIT~SHI~LD ,
<br />- '; ~:: ':'i ;/,'i;: ':'i ;:;" ,<': :', 'C>-
<br />
<br />~ " :.." ~ , '-,-, ~ , .."', . " .,
<br />,'" ~'.:I 4," ,~,' ,,': 4," ,"'~' ,,': Ii" :..~" ,,'" s ~
<br />'( -{' ,,~., '" "1" ,,~ .,. ." ...., ..'~ ... '".,
<br />". < .,. ~ '" < ..., I " .. to ~
<br />... '.. ",
<br />
<br />-
<br />
<br />2"x TOP PLATE -./:g L1./4" MIN. SPACE
<br />
<br />-1,t-
<br />1
<br />v ____ 2"x STUD @
<br />......-- 24" O.C, MAX,
<br />
<br />2"x P.T. PLATE~ Si!
<br />
<br />,
<br />
<br />EXT. FRAME WALL
<br />I 20 ,TERMITE DETAIL
<br />, 5-6 N,T.S
<br />
<br />.
<br />
<br />-
<br />
<br />TYPICAL INTERIOR
<br />NjlN_Br:"ADINjl
<br />I SCALE: N.T.S. Kt.V. I=;;S-U;;S A~
<br />
<br />-
<br />
<br />J 3
<br />, 5-6
<br />
<br />-
<br />
<br />3/8" "s" = NAIL ~/8"
<br />I SPACING 01
<br />~ ~:- 3/4" 1: "~ ~ S -1/2'
<br />/ - ~ S ~ -/\, + -l I ~ 1/~"1
<br />r ~-~+-r;-o - I ~ I -.-+-~ ,L_~
<br />SINGLE NAIL EDGE SPACING DOUBLE NAIL ED~ ;JA~NG f
<br />
<br />2 - S.P.F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART,
<br />~ ~
<br />I. -'1- ;= -;; 1;:~\:~"1r -;;- ~ -;;
<br />.:~I II! II III \ ~I I II II II
<br />__:": U ",-<<--@ II LII II II
<br />II "I OPE~ING III ""
<br />- 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II II II III ~ III II I II II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II II II ;;: 1lf' \ ~ III II ~ @) NAIL OPENING PERIMETER @ 3" O,C. W/8d COMMON NAIL
<br />II II II III - .-- " - III II il II
<br />II II II II III II III II II II Q) NAIL INT. AT 6" O.C. W/8d COMMON NAIL
<br />16 dl = !b ::I' = III II III II II II I C0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O,C,
<br />FLOOR SYS-EV1 II ...JJ IIL-..JJ. " ..ll. I W/8d COMMON NAIL
<br />\. 2x8 P.T. S LL PLATE ~ 'A' ~ ~ 0 NO SPLICE @ HEADER - ~AIL SHEATHING TO
<br />'-- ~ HEADER W/8d COMMON NAIL@ 4" olc
<br />2 STORY ONLY) 2x4 P.T. BASE PLATE
<br />
<br />\ WALL SHEATHING INSTALL. & NAILING SCHED.
<br />J NO SCALE REV. 02-11-04 MD
<br />
<br />~ 7
<br />, 5-6
<br />
<br />PROVIDE BLOCKING AT
<br />BEARING TYP. SEE
<br />9/S-3
<br />
<br />
<br />~ ~ I SEE PLAN
<br />~ . ;~FORCONNECTOR
<br />
<br />, 2 - 2"X4" TOF FLATE
<br />:s. CONeT. GRADE eFF
<br />~)iot--. eFLlCE MIN, OF 24" AFART
<br />_______UeF eFT24 W/6-IOd TO
<br />eTUD 4 TO TOF FLATE
<br />2" X 4" eFF eTUDe e 16" O.C.
<br />WI ueF eFT22 4 ueF SFT24
<br />EACH STUD
<br />}::f=~.USF SFT22 WH4).:Od TO
<br />eTUD 4 4-IOd TO BASE FLATE
<br />r;/,1/2" x 12" A307 A,B.
<br />WITH 8 1/2" MIN.
<br />, EMBEDMENT W/2" WASHER
<br />~ @ 32" O.C. MIN. 6" FROM END
<br />,_ ," " " w/#3PTSYPBASEPLATE
<br />:€_L_...~LL_"""~""\ "i~ 31/21,
<br />-. . r" r l ' ~,' ,IJ, l!..~
<br />, ....d ""'~r:::!.J, ,. ,.
<br />, , ,'.. , . .. , . .. , ~:-
<br />, " O":~-,-,::~~-,---:-.-~
<br />
<br />ff ." " . ~ 'C....
<br />
<br />
<br />2:;00 Fel CONC,
<br />4" 16 I 4",. LUI2 liS DIA. ROD5
<br />" MiN. LAP 2S" (ACI 316)
<br />_ INTERIOR 6EARIN~sEE FOUNDATION FLAN
<br />
<br />d4A. lw/U~LIFT e 3J;" 5TE~_nr)IIJN
<br />
<br />\ 5 6 I NO SCALE REV, 3-3-04 Ae
<br />UFLlFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
<br />1 (EACH CONNECTOR) EACH STUD - ~3~ LBS, FER STUD
<br />
<br />SEE PL~
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FDR SHEATHI~G DETAIL~
<br />
<br />
<br />
<br />~LER TO
<br />HIP GIRDER X GIRDER TRUSS.
<br />NAIL W/ 2 - 12d EACI-
<br />WEB CROSSING
<br />MATCH TRUSS /
<br />i BOTTOM PROFILE /
<br />
<br />],lDBL ./ ~ i"'-1~2~ :PACE U - -1-
<br />
<br />PLATE "" HEIGHT
<br />
<br />~ 0~ : : ~~~~_~~l~~;~~n___n______~~~I~~_ _
<br />
<br />(2) USP RT3 ' I Zi'-. OF EACH STUD
<br />(1) AT EACH BLOCK I """'-2X4 BLOCKI~G
<br />TO G.T. & (1) G.T. TO ~
<br />HIP JACK SHEATHII\G
<br />FILLER BLOCK 2x4 SPF TO 8'-0"
<br />AT 16" O.C. NAIL @ 16" O,C.
<br />TO STUD AT WALL RAKE CUT WALL
<br />W/ 4 - 12d. END NAIL ~'- TOP TO MATCH VAULTED
<br />TO TRUSS GIRDER TRUSS BOTTOM
<br />
<br />2X4 SPF BLOCKII\G
<br />BETWEEN TRUSSES
<br />@ 24" O.C. MAX.w/
<br />V(2)16d EA. END (TYP.)
<br />
<br />II--- TRUSSES
<br />SEE PLN,
<br />
<br />TRUSS END
<br />
<br />J%
<br />
<br />USP MP34 @
<br />EACH BLOCK
<br />
<br />-~
<br />
<br />-.
<br />
<br />I 19.1,EXTERIOR NON BRG. WALL DETAIL
<br />, S-6 'AT HIP CONDITION WI INT. VOL. CLG.
<br />N,T.S. REV. 3-3-04 AS
<br />
<br />-
<br />
<br />f':
<br />~
<br />
<br />TOP SPLICE
<br />
<br />DOUBLE 10d
<br />
<br />~<I"
<br />11/1\<
<br />
<br />v
<br />
<br />i"" '
<br />~
<br />~~
<br />
<br />2 ROWS
<br />10d @ 6" O/C
<br />
<br />/'
<br />
<br />\
<br />
<br />~OTE:
<br />PLATE LENGTHS MUST BE V
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />\-BOTTOM SPLICE
<br />OVER STUD
<br />
<br />/'
<br />j 5 TOP PLATE SPLICE DETAIL
<br />~_~ISCALE: N.T.S.
<br />
<br />~ VARIES wi ROOF
<br />'f SLOPE y..
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCj....EDULE FOR Sl-fEATHNG DETAI~
<br />
<br />~
<br />
<br />GIRDER
<br />SEE PLN. ""-
<br />FOR LOCATION
<br />
<br />~
<br />'f'
<br />
<br />2X4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />~ 24" O.C. MAX.wl
<br />(2)16d EA. END (TOY ,J
<br />16d NAILS AT
<br />~.C. MAX. \
<br />
<br />f:*: I ,,~ I r:
<br />~
<br />~ I ~Sj...;EATHING II
<br />/ V (2) USP RT3-.J
<br />(1) AT EACH BLOCK
<br />TO G.T. & (1) G.T. TO
<br />HIP JACK
<br />
<br />JACK
<br />(ITRUSS
<br />
<br />
<br />r~
<br />I ft.:':'1
<br />
<br />USP MP34 ~ --....
<br />2'-0'1 ON CENTER
<br />
<br />2 X 4 CONT. AT
<br />2'-0" O.C. WITH
<br />(2) 16d NAILS
<br />EACH TRUSS \
<br />
<br />
<br />r T I I
<br />
<br />SEE PLN.
<br />
<br />I)
<br />
<br />1/2" SPAC
<br />
<br />USP SPT24 TOP
<br />I..ISP SPT22 BOT
<br />OF EACH STUD /
<br />2x4 SPF TO 61_0'y'
<br />~ 16" O.C~
<br />
<br />-
<br />
<br />,19.2 EXTERIOR NON BRG. WALL DETAIL
<br />'S-6 ~.T.S.
<br />
<br />-
<br />
<br />12
<br />
<br />PRE ENGINEERED WD
<br />TRUSSES @ 24" O.C,
<br />INSULATION BAFFLE
<br />BATT OR BLOWN INSULATION MIN, R-19
<br />TRUSS AI\CHOR (SEE PLAN)
<br />FIBERGLASS SHINGLE
<br />ROOFING FELT
<br />APA RATED STRUCTURAL SHEATHING
<br />MIN 7/16" FASTENED TO TRUSSES
<br />PER ROOF NAILING SCHEDULE
<br />
<br />~
<br />
<br />:^^,,^^^^"'^^MO\, h~
<br />
<br />"., II I. .~
<br />
<br />1/2" C E I L11\ G BOAR D ---------.............. lb
<br />3/4" P.T. NAILER ~ ~
<br />1/2" DRYWALl: _
<br />CURTAIN NAILER
<br />1 X 4 P.T. @ WINDOWS
<br />1 X 8 P.T. @ S.G.D.
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />~ ~ METAL DRIP EDGE
<br />
<br />~ ~ ""- 2" X SUBFASCIA
<br />'-......:~ CONT. VENTED ALUM SOFFIT
<br />.~ ~ 8" X 8" X 16" K.O. LINTEL BLOCK
<br />...O,H~ W/l #5 DIA. REBAR &
<br />SEE ELEV. 3000 PSI CQ,'~CRETE
<br />PRECAST "U" LINTEL WI 1-#5 CONT. IN
<br />3000 PSI CONC. @ OPNGS. 6'-0" & OVER.
<br />I"""~PRECAST "U" LINTEL ALL OPENINGS
<br />l.....,I.... UNDER 6'-0",
<br />~ ........ FILL CELL -1 #5 DIA, REBAR W/ 3000 PSI
<br />COi\C. ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW W/ SCREEN
<br />
<br />R4.2 FOIL INSUL ON EXT
<br />BLOCK WALLS
<br />1 X 4 P.T. BASE NAILER
<br />WOOD BASE
<br />
<br />CONC SLAB ~
<br />6 X 610/10 W.W,M
<br />6 MIL VIS~UEEN ~.,
<br />I
<br />
<br />~~
<br />
<br />~
<br />
<br />TREATED
<br />CLEAN FI Lr=
<br />
<br />PRECAST CONC SILL
<br />8" X 8" X 16" CONC. BLOCK
<br />CEMENTITIOUS
<br />DECORATIVE FINISH
<br />FTG. DOWEL #5 DIA. REBAR
<br />18" IN CONC. -25" EXTEND (ACI 530)
<br />ABOVE SLAB. ALL LOCATIONS
<br />SHOWN ON FOUNDATION PLAN
<br />~ r ~ GRADE
<br />" _ -7 - - - r-- _ TOP_OF S~B-$
<br />
<br />.~ 3: W 0
<br />_ 00 C'\I
<br />. ....J <l:
<br />wo::
<br />CO<.::l
<br />
<br />'-
<br />
<br />~ ...,~_ ,.. . 'Il, .., .'. " ,'..", ,.. ,'...
<br />
<br />
<br />1!11' " ':~.
<br />I __ '~",:::.':"'".'::
<br />I -- " "" "
<br />I ~ .l" ,.. /.. I
<br />:. '~\J,'~\
<br />,
<br />
<br />SEE FOUNDATION
<br />
<br />, 8
<br />, 5-6
<br />
<br />,TYPICAL WALL SECTIODDNCRETE BLOCK
<br />
<br />SCALE: 1/2" == 1'0"
<br />
<br />REV. 9-3-02 MKD/mk
<br />
<br />UJ
<br />()
<br />I-
<br />o
<br />Z
<br />UJ
<br />(!J
<br /><I::
<br />I-
<br />o
<br />o
<br />LL
<br />UJ
<br />0::
<br /><I::
<br />::J
<br />a
<br />(f)
<br />
<br />W
<br />~
<br />lJ..<l:0::
<br />'00::0
<br />W LLLL
<br />:;:~~~
<br />~-0:J
<br />X~O::O
<br />o:JLLu
<br />O::OZU
<br />CL"",w<l:
<br />CL"",~~
<br /><l:0<l:0
<br />wO::f-z
<br />O::LLW
<br /><:(ZO::O
<br />oW<l:O
<br />w~C/)O
<br />f-~ZZ
<br />o o<l:
<br />:Jw-w
<br />oO::C/)"",
<br /><l:Z"",
<br />12C/)W<l:;i
<br /><.::lZ~ftQ
<br /><l:000f-
<br />b00::f-5
<br />OeJQ~:J
<br />LL"",o::UCL
<br />w""'WOCL
<br />o::of-~<:(
<br /><:( Zu..l...J
<br />:J::::J-.0::...J
<br />OC/) <:( U') 0 <l:~
<br />o::-U........
<br />w....JO
<br />::::J>;;:zo::
<br /><:(0;:><l:0
<br />
<br />Q,fCl) @
<br />:ll~ ~ iQ' '10'
<br />~'u ~ ~ <( CO
<br />~~~12
<br />I CI) ~ 0
<br />U)caCL ~
<br />Q,) c 53 0
<br />- '0.0 IT: ....J
<br />ca.- -::J --..J
<br />a.. CI) ~ co <(
<br />OQ,)w 0::
<br />"C U f-
<br />E ~ ~
<br />w ..i~~ t3
<br />
<br />~ /"-7 ....J (Y) IT: ><
<br />~)~W ~~ ~Lt
<br /><.::l '" (Y) q
<br />Z (Y) (Y) 0
<br /><l: ...J (Y) (Y)
<br />0:: LL '" '"
<br />~ ~. ~ ~
<br />U') CL co co
<br />L[) 0 r-:.. r-:..
<br /><tCL 00
<br />C9 '- O'l <l: <t <t
<br />
<br />~C!)
<br />~
<br />~~ Gi)
<br />
<br />w
<br />
<br />w <.::l 0
<br />I ~ ~ Z
<br />f-. U') 3: lD -
<br /><:]Zw <:(lD.-i
<br />C/)~Qo O::NlD en
<br />. of-O O.-i~ Z
<br />ffiz<l:u w~~ii 0
<br />W<l:~<.::l II~. ~
<br />~tn~z f-f-....lLU :J
<br /><.::lo::Uo o::LLU,a. ~
<br />zW15:....J OOu..iz 0
<br />wOC/)sC/)lJ..Zo..LU en
<br />WZU')COzoo ~o Z
<br />I:JZ OWf=ZO::
<br />f- 0 <( W us -u 0:: 3:::J e"
<br />lJ..z...J~>L5ooCXI (i)
<br />o <l: CL I W C/) CL 0::..; LLI
<br />f-w...Jf-O::o....JCXI C
<br />U') <.::l <l: :> (Y) z <l: . LLl
<br />woO::;:>O<l:O::<< <c
<br />COw:J>-o :J....l... C
<br />w....Jf-....JC'\IOf-o:...
<br />~3:og~I~g<~ ~
<br />0:: "'" f- ,~ 0:: U c: 0
<br />OZf-O-~f-DD ~
<br />f-~U')u3:U')U') I.L.
<br />
<br />.
<br />
<br />LO
<br />~CJ)
<br />O.....J
<br />O.....J
<br />I
<br />N-
<br />LOI
<br />~S
<br />~W
<br />~-
<br />LO>
<br />~~
<br />>-W
<br />0::0::
<br />OU
<br />I-LO
<br />Z~
<br />WI-
<br />>0
<br />~.....J
<br />
<br />O'l
<br />o
<br />(Y)
<br />C';' z
<br />o 0
<br />co -
<br />. O? !::;
<br />'- I'- ......
<br />f- OU')
<br />E <t 0:: L[)
<br />o W 0
<br />r,/) <l: 0
<br />r,/) LL '"
<br />~ (Y) l!) t3 0
<br />OC'\lZLL .-H
<br />
<br />CO....J<t<l:f-
<br />0.... LL .-H 0:: <l: .-H
<br />O?:Ju
<br />. cei I'- f- - (D
<br />U')~ou~oi ..
<br />.-Ha.<t~5:= . ~
<br />L[)g,If-WO <l:
<br />O'l <l: CL C/) U Z 0
<br />
<br />()
<br />()
<br />~
<br />0}
<br />......,
<br />1-
<br />
<br />Z~ ~
<br />() ,= t
<br />O)\)cP~
<br />->()1J
<br />>11l~(1
<br />00}(1) \
<br />..dL(1)t
<br />'i.. () _ ~
<br />(L-e 1L -
<br />r= ~ ro 0
<br />'<t d) 0...-
<br />t- 0} E
<br />3 ro
<br />t-
<br />
<br />,
<br />Z
<br />()
<br />()
<br />\\)
<br />
<br />o
<br />2 w
<br />(;)(/')2
<br />ViIS2 0
<br />Wf-(/')W:J
<br />02(/'):::!<l:
<br />OO-I>
<br />2~!:::S:(/')
<br /><l:NWO::~
<br />(;)r1~Oo
<br />~cr:OoO
<br />s:trw::JU
<br />;io~~~
<br />o:Jcr:(/')~
<br />~;;;~ocr:
<br />~~<l:~3
<br />
<br />('\j(/)
<br />LDZ
<br />('\jO
<br />oM(/)
<br />>
<br />w
<br />cr::
<br />
<br />z
<br />Q
<br />U')
<br />-L[)
<br />>0
<br />w........
<br />0::0
<br />U.-H
<br />f-........
<br /><l:(y}
<br />(DCL
<br />1'-0
<br />(Y}........
<br />.-HO
<br />, ~
<br />;g~
<br />
<br /> w ~
<br /> 0 UJ 0
<br /> 0::
<br /> Z () >-LLZ
<br /> zf-O
<br /> - <l:z-
<br /> <( I- zw~
<br /> -U')>
<br /> 0:: 0 ozo
<br /> (Y) t30<l:
<br /> (!J Z :Juo
<br /> 0 OZ-
<br /> owO::
<br /> ....J 0 I- o::~g
<br /> CL-LL
<br /> wO::....J
<br /> 0 C'J :r: 0::3:<l:
<br /> (!J WWO::
<br /> I-- COIf-
<br />W - f-f-eJ
<br />CJ) Of-U
<br />~ 0:: Z:J .
<br />- >-OCL
<br /><( 0:: >- <l:IO::
<br />Z ~t::0
<br /> 0... z3:U
<br />Z CO :so::W
<br /><( 0 W~
<br /> CLZO
<br />-l () U')ZI
<br />!l.. -<l:U')
<br /> ~~:J
<br />SHEET NO. CL
<br /> 0::
<br /> 8-6 0
<br /> U
<br /> W
<br /> ~
<br /> 0
<br /> OF I
<br /> C/)
<br /> 25 :J
<br /> (Y)
<br /> 0
<br /> 0
<br />LAST PLOT DATE C'\I
<br />March 10, 2005 @
<br /> DETAILS
<br />
|