|
<br />(2) SYP#2 TOP PLATE
<br />
<br />2 ROWS 8d @ 6" O.C \
<br />8d NAILS @ 6" O.C.\
<br />TO BLOCKING \
<br />tx:~ I I I I I Il~
<br />
<br />(2) 12d NAILS~ / ..
<br />TO BLOCK~ING V USP- I /' ;t
<br />TRUSSES SUH24 ~
<br />~
<br />-----
<br />
<br />2X4 BLOCKIN 12 S~R~C~U~A-L SHEATHING
<br />AT EA. ROOF __l--1 (MIN. 7/16"). NAIL w/l0d @
<br />PANEL JOINT AT USP SPT24~ ..............-3" O.C. EDGES STAGGERED
<br />48" O.C. MAX @ EACH STUD ~ & 6" O.C. INTERIOR - EXTEND
<br />-Lr TO ROOF SHEATHING
<br />:______~ 1/2"x 12" A,BOLT 6" FROM ENDS
<br />2x4 ~,PF STUDS THEN 32" O.C. - OR 5/8" w/8 1/2"
<br />@ 16 O.C. /EMBED WEDGE BOLT 6" FROM ENDS
<br />USP SPT22.---- ./ THEN 32" O.C. Wj#3 PT SYP
<br />@ EACH STUD ~ BASE PLATE
<br />
<br />'4'4'4i'4'4'~~
<br />''"...~'!.~~~~..loJ:...I ".. I ~" .1.., SEE PLAN FOR DIM
<br />
<br />, , " ,', '[')' ."-~:~::(~:;~:~_~A~A_~A~A_;"A~A_:._A'~A'::_ 3' = z
<br />
<br />~.'" 4 '.... 4 fl...... tI.... 4 '.... '.... '.... N -
<br />'1 . .0 ' A'A. ~A . AV'" " ~
<br />" ,
<br />~ , .. , II' , ..
<br />
<br />,_4,,1 16" l;1--- SEE FND. PLAN
<br />" ,.1, ,. II FOR FOOTING SPECS.
<br />_ INTERIOR SHEARWALL @ TRUSSES
<br />
<br />/ 18\STEP.DOWN. WALIL TO TRUSS
<br />, S-6 J ~O SCALE
<br />--.:f/ SHEAR CAP, 500#/L1N. FT.
<br />
<br />ROOF OR
<br />FLOOR SHEATHING
<br />
<br />~
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />REV. 9/30/03 AS
<br />
<br />-
<br />
<br />12
<br />(TYP) I SEE ELEY, P"E-E!,;GI'<EE"ED WOOD mL.,SSES @ 24" O/C
<br />UPliFT CQ!,;NECTO" (SEE SCHEDULE)
<br />/ r DOUBLE 2"x4" 'OP PLATE
<br />
<br />U / 2"x4' STl.DS @ 16' O/C
<br />
<br />
<br />.S""2'. CA "co~'.~~C(/~",,"CT AS R:"'"
<br />
<br />APA RATED S'Rl.CTU"AL SHEATHIr-<G / ~
<br />MIN 7/16" FASTE'<ED TO TRuSSES WI ;',
<br />8d COMMO'< WI"E !,;AILS @ 4' O/C
<br />BOUNDA"IES 6" O/C EDGES & 8" O/C FiELD _:_
<br />~ .:.;.,
<br />l.SP SPT22 @ EA STl.D ../ /' ~I '
<br />2"x P,T, PLATEv/ '\.. MAl!'; SPA'< "OOF TRUSS
<br />1/2' X 8' "J" BOLT @ 24" Ole MAX / UPLIFT CO'<NECTO"
<br />8"X8"X16' K.O, BLOCK WI 1 #5 CO!,;T,.../ (SEE SCHEDULE)
<br />A'<D FILLED WI 2500 PSI CO!';C"ETE j
<br />1 #5 VmT, I!'; CONC, FILLED CELL--.J
<br />WI STD. 90 HOOK IN K.O. BLOCK
<br />
<br />7
<br />
<br />L
<br />
<br />I 4 ,KNEE WALL ABOVE MASONRY WALL DETAI.
<br />, S-6 J SCALE: N.T.S.
<br />
<br />-
<br />
<br />12 PRE-ENG, WD TRUSSES @ 24" O.C,
<br />; 15 INSULATION BAFFLE
<br />~ BATT OR BLOWN INSULAT[ON MIN. R-19
<br />I TRUSS ANCHOR (SEE PLAN)
<br />: FIBERGLASS SHINGLE
<br />: ~ I / ROOFING FELT
<br />~,^.^.^ ^.^."^ "^}..^A"^~V .~ _ _ _ SEE ~OOFI~G SCHEDULE
<br />
<br />1/2" CEILING 'BOARo--l ] ~ ~ METAL DRIP EDGE
<br />USP SPT24 AT TOP ""~
<br />AND USP SPT22 AT BOTTOM ~ 2" X SUBFASCIA
<br />1/2" DRYWALL- -~ ~ --............. CO NT. VENTED ALUM SOFFIT
<br />OPTION: ~9 O.H. ~(2)-2" X 12" SYP BM. OR WIF85
<br />MAXIMUM OF (3) 2 X 4 PLATES MAY BE "'EE ELEV. (UNLESS OTHERWISE NOTED- SEE PLAN)
<br />::II NAIL @ 6" O.C.
<br />ADDED BELOW THE HEADER W/ EACH W/2-2" X 4" SPF TOP PLATES
<br />PLY ATTACHED W/ (2) ROWS OF 16d MI~. 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 wj 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) 2 SILL W/2-12d EA. END WI APA RATED
<br />x ~ STRUCTURAL SHEATHING (MIN. 7/16")
<br />1/2" DRYWAL 7 NAIL 3" O,C. TOP & BOTTOM, 4" a.c.
<br />R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR
<br />WOOD BASE ~ ~ P,T. 2" X 4" #2 SYP BASE PLATE
<br />~ i:8 w/1/2" X 8" A,B, OR 5/8"X7"
<br />CONC SLAB~ 20 WEDGE BOLT, wj2" WASHER @
<br />6 X 610/10 WW.M. \ ~ S-6 ~~~gEC, MIN. 6" FROM END
<br />
<br />6 MIL VIS9UE~"'., .':.. ':.~ . _ _ _. .-1.0.1' OF SJPoB -+-
<br />
<br />:~'- .,'",',", ~ 3w =
<br />TREATED I, "f,;, ';,.;' N 00 0
<br />CLEAN FILL' ': j,,:,~' '" cd (2 N
<br />:.'; "v.~ co (9
<br />, "'-- SEE FOUNDATION PLAN
<br />
<br />~ TYPICAL WALL SECTION
<br />( 9 'Ex-rERI.QR F'RAME
<br />\....5-6 J 8-12-03 REV. AS,
<br />
<br />-
<br />
<br />SCALE: 1/2" = 1'-0"
<br />
<br />-
<br />
<br />TYVEK
<br />/ITAR PAPER WRAPPED 6"
<br />V UP EXTER[OR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH WI
<br />V STOP VU LKEM
<br />CAULKED TO
<br />V--TERMITE SHIELD
<br />
<br />'/ ~TERMITE SH[ELD
<br />
<br />~"'.'."""""""":"".""";;:;O-
<br />
<br />'~:~:!;/':,:~,:;',::":,:~,:;/:,:~:..i;>">' " ::'.' ,';'
<br />
<br />" 1 ~" "-,. 'f A'~ "" 'f /. ~ i,,, .~ /. '.
<br />:> ..;, ...':~>~~..":::,,~ .~':,'"
<br />, ' ',~ . ". ,. , .. ,
<br />" '< .~
<br />
<br />2"x P.T. PLATE..............
<br />. "'.,...
<br />
<br />J
<br />
<br />;8
<br />2"x TOP PLATE ./
<br />
<br />1/4" MIN, SPACE
<br />
<br />~~'-
<br />1
<br />v ____- 2"x STUD @
<br />~ 24" O,C, MAX.
<br />
<br />1 .
<br />
<br />.- EXT. FRAME WALL
<br />/ 20 ,TERMITE DETAIL
<br />'5-6 N.T,S
<br />
<br />,~If' I
<br />II II
<br />--" ~ ::
<br />
<br />_ TYPICAL INTERIOR
<br />J 3 "\ NON.Ri:' ARJ.NG
<br />~ SCALE: N.T.S, KtV, l-;J-U;J A~
<br />
<br />
<br />3/8" "s" = NAIL ~/8"
<br />~ SPACING "
<br />~ .: 3/4" 1:" ~ I~ S ~1/2"
<br />/ I S ~ -?\. + ~~: 11 "
<br />r ~~--r;-. _1 r .~ ~-.- -r~ ,L ~1
<br />
<br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDiE ;f A'ct~
<br />
<br />2 - S.P.F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART\
<br />~ ~
<br />Ir-.. - -II ::~"r-'= -"-,,.. -II'
<br />II II' '--' I II II II
<br />[I III. \ ~I II II II
<br />II III F--@ III II II II
<br />III OP~!,;I'<G III """'- ""
<br />- 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II II II ~ III ~ III II II II CD NAIL AT TOP PLATE TWO ROWS @ 4" O,C. W/8d COMMON NAIL
<br />II II II 1f \. III II ~ @ NAIL OPENING PERIMETER @ 3" O,C. W/8d COMMON NAIL
<br />:: :: :: II III - .- .. - III :: :::: Q) NAIL INT. AT 6" O.C. W/8d COMMON NAIL
<br />Ib dl = !!: =11, ::: I :: ::: II II II tV STAGGER ALL VERT. JOINTS & ~AIL @ 4" O.C.
<br />FLOOR SYSTE'v1 II I -lJ 11L..J1 II JJ.. Wj8d COMMON NAIL
<br />~ 2x8 P.T. .... LL PLATE ~ 'A' ~ ~ 0 NO SPLICE @ HEADER - ~AIL SHEATHING TO
<br />"- ~~. HEADER W/8d COMMON NAIL@4" o/c
<br />(2 STORY Or\LY) 2x4 P.T. BASE PLATE
<br />
<br />f7\ WALL SHEATHING INSTALL. & NAILING SCHED.
<br />
<br />~ r\0 SCALE REV. 02-11-04 MD
<br />
<br />~
<br />X
<br />
<br />~
<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 />:so CONST. GRADE SFF
<br />~:::::.. ~ SFLlCE MIN, OF 24" AFART
<br />____USF SFT24 W/E>-IOd TO
<br />STUD i TO TOF FLATE
<br />2" X 4" SFF STUDS f) IE>" O.C.
<br />WI USF SFT22 i USF SFT24
<br />EACH STUD
<br />~//USF SFT22 WI(4)-IOd TO
<br />STUD i 4-10d TO BASE FLATE
<br />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 ENO
<br />~ (/ ~/ #3 PT SYP BASE PLATE
<br />~:-..._.....~.::_-,--,-~....'-. 'I:" 31/21'
<br />- ~ . r" '",.1 fl
<br />~ '" ..
<br />. ,..,," ~c!.J, ~ ';:.- ,.
<br />, , , :_'--"_!."-'-.!_._:'_'~==-
<br />, ,., ,., ,.,....
<br />" ... OA '0..... ,
<br />" .' " .-~
<br />
<br />FILLER BLOCK
<br />AT 16" O.C. NAIL
<br />TO STUD AT WALL
<br />W/ 4 - 12d. END NAIL
<br />TO TRUSS GIRDER
<br />
<br />1-
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING OETAILs---y~
<br />
<br />
<br />
<br />~LER TO
<br />~ GIRDER TRUSS.
<br />NAIL W/ 2 - 12d EACI--
<br />WEB CROSSING
<br />MATCH TRUSS /
<br />~ BOTTOM PROFILE /
<br />~ ./' 1iif'. ;='J. X -- --1-
<br />DBL. . ~I "-1/2" SPACE
<br />PLATE I'-', HE[GHT
<br />~USP SPT24 TOP VARIES
<br />... . .
<br />~X "1 j ., ___!J.?~_~~TX2_~9I___________________ _
<br />, I ~"-- OF EACH STUD
<br />I .............2X4 BLOCKING
<br />
<br />2X4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />@ 24" O.C. MAX,w/
<br />r(2)16d EA. END (TYP.)
<br />
<br />H[P GIRDER
<br />
<br />i---TRUSSES
<br />SEE PLN.
<br />
<br />TRUSS END
<br />
<br />J%~
<br />
<br />USP MP34 @
<br />EACH BLOCK
<br />
<br />SEE PL~
<br />
<br />(2) USP RT3
<br />(1) AT EACH BLOCK
<br />TO G.T. & (1) G.T. TO
<br />H[P JACK
<br />
<br />SHEATHING
<br />2x4 SPF TO 8'-0"
<br />@ 16" O,C.
<br />RAKE CUT WALL
<br />TOP TO MATCH VAULTED
<br />TRUSS BOTTOM
<br />
<br />hi I ~ 2500 FSI COl\C,
<br />4' '60'; ~ 1.1.I/2"5> DIA. RODS
<br />MiN. LAF 25" (ACI 31B)
<br />INTERIOR SEARINGsEE FOuNDATION FLAN
<br />
<br />MM w/UfOLIFT e 3..&" 5TEfO-nt")WN
<br />
<br />, S 6 NO SCALE REV, 3-3-04 AS
<br />LiFLlFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES vALUE BELOW)
<br />- I (EACH CONNECTOR) EACH &TUD - 535 LBS, PER STUD
<br />
<br />!19J\EXTERIOR NON BRG. WALL DETAIL
<br />\....S-6 IAT HIP CONDITION WI INT. VOL. CLG.
<br />
<br />- ~.T.S, REV, 3-3-04 AS
<br />
<br />"
<br />~
<br />
<br />TOP SPLICE
<br />
<br />DOUBLE 10d
<br />
<br /><<1"
<br />tft; ~
<br />
<br />/'
<br />
<br />I' .
<br />~.,
<br />1'1'
<br />
<br />~
<br />
<br />2 ROWS
<br />10d @ 6" OjC
<br />
<br />,/"
<br />
<br />\
<br />
<br />r\OTE:
<br />PLATE LENGTHS MUST BE ,[../
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />\-BOTTOM SPLICE
<br />OVER STUD
<br />
<br />./
<br />~ 5 ,TOP PLATE SPLICE DETAIL
<br />~_~SCALE: N,T.S,
<br />
<br />~ VARIES wi ROOF
<br />'f' SLOPE 'X
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEA THNG DET AI~
<br />
<br />G[RDER
<br />SEE PLN.
<br />FOR LOCATION
<br />
<br />'"
<br />
<br />~
<br />'f'
<br />
<br />2><4 SPF BLOCKING
<br />BETl1EEN TRUSSES
<br />e 24;' O.C, MAX.wl
<br />(2JI6od EA. END (1'( .J
<br />USP MP34 fil --.. 16d NAILS AT
<br />2'-0" ON CENTER ~.C. MAX. \
<br />
<br />"l'--~I r:
<br />
<br />~
<br />1/2" SPAC ~ I ~SHEATHING I I
<br />USP SPT24 TOP / V (2) USP RT3-.J
<br />USP SPT22 BOT (1) AT EACH BLOCK
<br />OF EACH STUD .J TO G.T. & (1) G.T. TO
<br />, HIP JACK
<br />2x4 SPF TO B'-OY
<br />e 160" O.C~
<br />
<br />JACK
<br />[ITRUSS
<br />
<br />
<br />'~
<br />~
<br />
<br />2 X 4 CONT. AT
<br />2'-0" O.C. WITH
<br />(2) 16d NAILS
<br />EACH TRUSS ~
<br />
<br />
<br />I I I I
<br />
<br />rx
<br />
<br />I- I
<br />
<br />SEE PLN.
<br />
<br />-
<br />
<br />/19.2 EXTERIOR NON BRG. WALL DETAIL
<br />'S-6 ~.T.S,
<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 ANCHOR (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 />: Oi ~ ~ "f..'J: "^ "^ "^ "^ "^ MDi\, {';
<br />I~"<.
<br />
<br />1/2" CEILING BOARD~ ~ l
<br />3/4" P.T. NAILER ~ ./" lL
<br />1/2" DRYWALl: _
<br />.......
<br />
<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 />~----------
<br />
<br />~ ~ METAL DRIP EDGE
<br />
<br />U~~ ~2"XSUBFASCIA
<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 CONCRETE
<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 />~ UNDER 6'-0"
<br />~ ;--- FILL CELL -1 ~5 DIA. REBAR W/ 3000 PSI
<br />CONC. ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW W/ SCREEN
<br />
<br />BRL40.2CKFOWILALINLSSUL ON EXT iAI~
<br />PRECAST CONC SILL
<br />1 X 4 P.T. BASE NAILER ~ 8" X 8" X 16" CONC. BLOCK
<br />WOOD BASE CEMENTITIOUS
<br />DECORATIVE FINISH
<br />CONC SLAB ~ ~ := N FTG. DOWEL #5 DIA. REBAR
<br />6 X 610/10 WW,M =c 18" IN CONC. -25" EXTEND (ACI 530)
<br />6 MIL VISQUEEN '\. \ ~ ',:, ~~g~NS~BFOAUL~62R~~I~~N
<br />; ~ ~ . ~ ~ / GRADE
<br />I ',' _ ---7 _ _ _ r-- _ TOP _OF Sw:B ~
<br />
<br />~..:.: "'~:i;:~:::, t ~ ~ 0
<br />TREATED: '" ;";~ , Iruj (2 N
<br />CLEAN FILl:'" :... ',',~::,\ CJ:I(9
<br />,
<br />
<br />-
<br />
<br />SEE FOUNDAT[ON
<br />
<br />/ 8
<br />\ S-6
<br />
<br />,TYPICAL WALL SECTIODDNCRETE BLOCK
<br />
<br />SCALE: 1/2" = 1'0"
<br />
<br />REV. 9-3-02 MKD/mk
<br />
<br />W
<br />Ll...~Cl::
<br />'0 Cl:: 0
<br />W Ll...Ll...
<br />~~~~
<br />2:-0::J
<br />UJ X~Cl::O
<br />() O::JLl...U
<br />Cl::OZU
<br />f- Q.."",w<(
<br />O Q..""'~f-
<br /><(0<(0
<br />Z wCl::f-z
<br />Cl::Ll...w
<br />UJ <(ZCl::O
<br />1M OW<(O
<br />'-' W~(j)O
<br /><( f-;::ZZ
<br />L- 0 0<(
<br />r- :JW-W
<br />o OCl::(j)~
<br />O "..<(Z .
<br />W(j)W(2Z
<br />LL (9Z~Ll...Q
<br />UJ ;::QOo~
<br />O(j)Cl::f-U
<br />0::: OtfjQ~:::::i
<br /><( Ll..."",Cl::UQ..
<br />W""'WOQ..
<br />::J Cl::Of-CiS<(
<br />o <(.....IZ .....I
<br />en 9:~;'6~~
<br />VJ Cl:: -' ........
<br />W-'O
<br />::J>~ZCl::
<br /><(0:><(0
<br />
<br />~~~g?' '10';)
<br />
<br />~.- 0 ~ <( rr\
<br />~ ~ en '-' L.L.J
<br />~~~~
<br />I f/) 0 0
<br />(I)~[(9
<br />~C8~
<br />- 'OJ) u:: .....I
<br />ns'- -::J .....I
<br />.. (J) ~ OJ <(
<br />OQ,)W Cl::
<br />"C U f-
<br />E ~ ~
<br />~ ~~ ~ t3
<br />~ ~ .....I('f')U::
<br />~ ~~ CJ:I 0 Ll... ~
<br />R~ tj, W r-- 0 Ll...
<br />(9N ('1')<;1'
<br />Z('f') ('1')0
<br />tt -~~ (2 ct ~ ~
<br />I' ~ 0'00
<br />. ::2 co co
<br />~- r--..II (j) Q.. co co
<br />ti11 Lf) 0 ~ ~
<br /><;I' Q.. 0 0
<br />~ ~ O'l <( <;I' <;I'
<br />
<br />W (9 (;)
<br />:r: ~ reZ
<br />f-. (j) $: (0 _
<br />(9Zw <((0.-1
<br />(j)~Qo Cl::N(O vi'
<br />- of-O O.-1=1l: Z
<br />ffiz<(u w~~ii 0
<br />W<(~(9 :r::r:~, i=
<br />zf-~z f-f-..JLU :J
<br />(3(/)u- Cl::Ll...LLo. ..J
<br />Cl::wO 0 . 0
<br />zWQ.......I 0 LLiz
<br />wO(j):J(j)Ll...Zo.LU (I)
<br />WZ(j)COZOO .0 Z
<br />:r:::lzwQ::Ji=Z~ CJ
<br />f- 0 <t: :r: (j) <( Cl:: 3::;) (1)-
<br />Ll...Z...Jf-5>wOol:l:l
<br />o <( Q.. :r: w (/) Q.. ~.... LU
<br />f-W.....lf-Cl::o.....la:2..J C
<br />(j)(9<(S;('f')Z<( 'LU
<br />WoCl:::>o<(Cl::<< <C
<br />cow~>-o ~..J::C C
<br />W-'U.....INOU~o ;::;:;
<br />~ 03 ::J ~ :r: ~ ::l <:;:; 1.10
<br />Cl::""'f-(9Cl::oo:::; 0
<br />8~tn8~entnDD ii
<br />
<br />.
<br />
<br />L()
<br />mOO
<br />O.-J
<br />C?.-J
<br />C\J-
<br />L()I
<br />~S
<br />~W
<br />~-
<br />L()>
<br />~~
<br />>-W
<br />0:::0:::
<br />OU
<br />I-L()
<br />Zm
<br />WI-
<br />>0
<br />~.-J
<br />
<br />O'l
<br />o
<br />('f')
<br />N
<br />o Z
<br />co 0
<br />....: 0;> ~
<br />f- btA")
<br />~ ~ g
<br />tIl ~~ N
<br />~ ('f') Lf) (3 .-1
<br />CJ:IoNZ "
<br />~~c;:jw~ {3
<br />C:('f')~~w '-
<br />ro.....l "",f- ro
<br />o Ll... .-1 u.. <(.-1 ~
<br />. cci'~~~(O
<br />(/)~OU~.-1
<br />c.. <;I' :J f- O'l w
<br />"0 Cl::Cl::.f-
<br />Lf) c..:r: f- w 0 <(
<br />O'l <( Q.. (j) U z: 0
<br />
<br />:~S'
<br />
<br />o
<br />o
<br />U)
<br />W
<br />I-
<br />::J 0
<br />~
<br />Z U1 ... I:'
<br />o 0 ... I:'
<br />- > I N
<br />U1 ..J (J'\ III
<br />- [l] 0 I
<br />> U) (]'\
<br />OWMU)
<br />0:: M I:'
<br />A 0 I
<br />"" I ..J M
<br />D. Ul L. ...
<br />~ I- ~ OJ
<br /><tUlll1
<br />L W ...
<br />r ~ ~
<br />.~
<br />Z
<br />o
<br />o
<br />U)
<br />
<br />o
<br />Z ~
<br />e,:) rJ) ,~
<br />Vi:r::=:: 0
<br />Wf-rJ)W:::::i
<br />ozrJ):::!<t
<br />oO-:r::>
<br />z~t::3:rJ)
<br /><tNWo::~
<br />e,:)""~Oo
<br />~O::OoO
<br />3:0wWU
<br /><tlJ...:r::---'f-
<br />O::Of-~Z
<br />O:::::iO::rJ)1!E
<br />~~~OO::
<br />~~<t~i3
<br />
<br />C'J(/)
<br />l!)Z
<br />C'JO
<br />..-i(/)
<br />>
<br />w
<br />0:::
<br />
<br />Z
<br />o
<br />en
<br />-Lf)
<br />>0
<br />W........
<br />Cl::o
<br />U.-1
<br />f-........
<br /><(('f')
<br />r--Q..
<br />(00
<br />('f')........
<br />.-10
<br />'~
<br />;g~
<br />
<br /> w ~
<br /> 0 UJ 0
<br /> () >-EEz
<br /> Z Zf-O
<br /> - <(Z-
<br /> <( f- ZW~
<br /> -(j)>
<br /> 0:: 0 ozo
<br /> (V) tjo<(
<br /> (9 Z :JUo
<br /> 0 oz-
<br /> owCl::
<br /> .....J 0 f- Cl::~g
<br /> Q..-Ll...
<br /> wCl::.....I
<br /> 0 C\J :r: Cl::3<(
<br /> ~ WWCl::
<br />wJ- COIf-
<br /> f-f-tfj
<br /> - Of-U
<br />~CJ) 0::: Z::J .
<br /> >-OQ..
<br /><( - >- <(ICl::
<br />zO:: ~!:::O
<br /> 0.. 3U
<br />zC() Z
<br /> :SCl::w
<br /> 0 W~
<br /><( Q..zO
<br />......J () (/)ZI
<br />0... -<((j)
<br /> 2=~::J
<br />SHEET NO. Q..
<br /> Cl::
<br /> 8-6 0
<br /> U
<br /> W
<br /> ~
<br /> 0
<br /> OF I
<br /> (/)
<br /> 25 :J
<br /> ('f')
<br /> 0
<br /> 0
<br />LAST PLOT DATE N
<br />March 11, 2005 @
<br /> DETAILS
<br />
|