|
<br />1/2" x 6" A307 A.B, OR
<br />~ 5/8" x 7" SIMPSON TITEN HD
<br />(/THREADED ANCHO R WI 5" MIN,
<br />EMBEDMENT
<br />W/2" WASHER @ 32" O,C,
<br />MIN, 6" FROM E~D WIP,T,
<br />~ #2 SYP BASE PLATE
<br />
<br />'VI;. , 6. ' 6. e,. ... ",.,. ~
<br />
<br />"';J,,~ ~--;~-:~:-~:~~'t.~! ~'J"::~'I-:-~"-''"''-1=-=f-'-~'"'' N
<br />
<br />J~' --~ J ~
<br />, ',. tl., , "~... \:
<br />. ., . ... ,.. " ,,: \'
<br />. 0, .,.0.. ,
<br />
<br />
<br />, 16" '\ W/2500 PSI CONC,
<br />'I W/2 #5 DIA, RODS
<br />MIN, LAP 25" (ACI 318)
<br />___ INTERIOR BEARINGsEE FOUNDATION PLAN
<br />114.nw/UPLIFT
<br />, 8-6
<br />
<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 I I I I I /:~ X
<br />
<br />(2) 12d NAILS~ [7 ..
<br />TO BLOCK71NG 1/ USP- V
<br />TRUSSES SUH24 ~
<br />I~ IX
<br />-----
<br />
<br />2X4 BLOCKI~ - - :;8 S~R~C~U~;L SHEATHING
<br />AT EA, ROOF ____ -- (MIN, 7/16"). NAIL w/l0d @
<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 />2x4 SPF STUDS-------...- 1/2"x 12" A,BOLT 6" FROM ENDS
<br />" THEN 32" O,C, ,OR 5/8" w/8 1/2"
<br />@160'C'V:EMBEDWEDGEBOLT6"FROMENDS
<br />USP SPT22 ____ THEN 32" O,C, W/#3 PT SYP
<br />@ EACH STUD :;j BASE PLATE
<br />
<br />, 41 . "" . 41 . 4 . "" . ~~l',
<br />~...~.t..~..~.t......~.t.'.""-,~,:"'~\' ::~.:. SEE PLAN FOR DIM,
<br />
<br />I)..: ....~...rl.. =3
<br />~" . ~'~,.~" . .-Q . ,".-Q . ~'l . ~\l .
<br />, , .. I..... _~.... -.:...... -.:...... _,"_.I,. _a. Z
<br />~.. "" ,.a. 4 '," 4 't. "" "..d ',. A -,. ~ _~'
<br />'6.. toO. "'.O~,. J," ,~
<br />.. .
<br />.. j .. j .. j ..
<br />
<br />4"1 16" l;~ SEE FND, PLAN
<br />,. r FOR FOOTING SPECS.
<br />INTERIOR SHEARWALL @ TRUSSES
<br />
<br />~ 18 ,STEP-DOWN. WALIL TO TRUSS
<br />, 8-6 I ~O SCALE REV, 9/30103 AS
<br />SHEAR CAP, 500#/LlN, FT,
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />-
<br />
<br />~~~II SEE ELEY. pqE,EI'.GI'<EEqED WOOD TRUSSES@24"O/C
<br />~PLlFT CO"''JECTOq (SEE SCHEDULE)
<br />/ r DOUBLE 2"x4" TOP PLATE
<br />
<br />J / 2"x4" S:UDS @ 16" O/C
<br />
<br />
<br />""PSO'se2.EA."",~Ir~~~ 02:0,""
<br />
<br />APA RATED STqUCruqAL SHEATHI...G'/ ~
<br />MIN 7/16" FASn!'.ED TO TRUSSES WI f:.
<br />8d COMMON W:RE ...AILS @ 4' O/C
<br />BO~NDAqIES 6" O/C EDGES & 8" O/C F:ELD _,
<br />
<br />S,MPSOr; S?l @ EA. STV) ...1 ~
<br />2"x P.T. PLAT~% ~ ~ MAIl'. SPA'J qOOF ~Ri.JSS
<br />1/2" X 8' "J" BOLT @ 24. O/C MAX
<br />8"X8"X16" K.O. BLOCK WI 1 #5 CON;../,
<br />A'<D FiLLED WI 2500 PSI CONCqETE I
<br />1 #5 VERT. IN CONC. FILLED CELL.-J '"
<br />WI STD. 90 HOOK iN K,O. BLOCK
<br />
<br />UPLIFT CONNECTOR
<br />(SEE SCHEDULE)
<br />
<br />-
<br />
<br />I 4
<br />\ 5-6
<br />
<br />,KNEE WALL ABOVE MASONRY WALL DETAIL
<br />
<br />SCALE: N,T,S,
<br />
<br />-
<br />
<br />-
<br />
<br />)- TYVEK
<br />I /j/!TAR PAPER WRAPPED 6"
<br />V UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO Flr-.ISH WI
<br />V STOP VULKEM
<br />CAULKED TO
<br />~TERMITE SHIELD
<br />
<br />'/ _____TERMITE SHIELD
<br />~:'.::>.:,> ,',:-, :,';;':;:-,:: ;:~;;;;-
<br />.,.~.~- .~:..~.., ,,,~.,,., ',~.,. ,'. "
<br />'.. /-- ~~,. -/' ,',:. '"~,. '~.<-~", ., '~,'(' ," .~ "
<br />
<br />... ,~, ~ 't, ~ { ,
<br />~.. ...,,', ,,' ~,. I, ,,;' ,._,." :,' ",. .I
<br />... '.... ...; 'l: .,,.,'..._;.f. ".,,~,; 'l: ...
<br />,. " ,.,:.., ,. " ,..""" , ....."
<br />
<br />TOP SPLICE
<br />
<br />DOUBLE 10d
<br />
<br />~<1',
<br />1t/~
<br />
<br />2"x TOP PLATE jr;8. L1/4" MIN. SPACE
<br />
<br />"" .
<br />~
<br />" '
<br />~.,
<br />
<br />I'-.~ .
<br />
<br />~
<br />
<br />2 ROWS
<br />10d @ 6" O/C
<br />
<br />---1;L-
<br />
<br />~,.- ____- 2"x STUD @
<br />...-- 24" O,C, MAX,
<br />
<br />.,/'
<br />
<br />.-/
<br />
<br />'\
<br />
<br />2"x P,T, PLATE~k,
<br />
<br />J
<br />
<br />I\OTE:
<br />PLATE LENGTHS MUST BE
<br />AT LEAST 8',0" LOI\G, TYPICAL
<br />
<br />\-BOTTOM SPLICE
<br />OVER STUD
<br />
<br />I
<br />
<br />.-/
<br />
<br />_ EXT. FRAME WALL
<br />~ 20\TERMITE DETAIL
<br />\ 5-6 I N.T,S
<br />
<br />TYPICAL INTERIOR
<br />Nj}N- .RINjI
<br />r SCALE: N,T,S, KtV. l-.j-U.j f\::>
<br />
<br />--- /
<br />
<br />~ 5\TOP PLATE SPLICE DETAIL
<br />, 8_~SCALE: N,T,S,
<br />
<br />
<br />-
<br />
<br />---
<br />
<br />~ 3
<br />, 8-6
<br />
<br />-
<br />
<br />2, S.P,F. CONST, GRADE TOP PLATE
<br />SPLICE MIN 48" APART,
<br />~ ~
<br />I., - -;;; I;:~~':~ -;;- T -II'
<br />II 1I11~' ~~ II
<br />1I111~ III II
<br />.JIL. OPEN,'JG III k::-
<br />
<br />III @-....., III II
<br />~;;::ir ~"'llf II
<br />111---,,-111 II
<br />II III II III II
<br />'6 dl = !6 =", III II II III II
<br />FLOOR SYSTEM
<br />II IL...Jl 1I1-....Il.
<br />'- 2x8 P,T, S LL PLATE ~
<br />(2 STORY O~LY)
<br />
<br />~/8" "5" = NAIL 3/8"
<br />1 SPACING
<br />~a: 3/4" 1: '~~I 5 1/2"
<br />/ ~S r+- ~ '/\, + -I: r-- 1/~"1
<br />I JO'-.--k--.-o _.1 I ~ -.-+-cr-,L_~
<br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDtE ;JA'Ct~
<br />
<br />:: ~:
<br />--:~::
<br />
<br />II II II
<br />II II II
<br />II II II
<br />II II II
<br />
<br />II II
<br />II II
<br />II II
<br />II II
<br />o NAIL AT BASE 2 ROWS @ 4" O,C, W/8d COMMON NAIL
<br />II II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O,C, W/8d COMMON NAIL
<br />* @ NAIL OPENING PERIMETER @ 3" O,C, W/8d COMMON NAIL
<br />II II Q) NAIL INT, AT 6" O,C, W/8d COMMON NAIL
<br />II II CD STAGGER ALL VERT, JOINTS & NAIL @ 4" O,C,
<br />II.JL W/8d COMMON NAIL
<br />~ CD NO SPLICE @ HEADER - NAIL SHEATHING TO
<br />HEADER W/8d COMMON NAIL@ 4" ole
<br />2x4 P,T, BASE PLATE
<br />
<br />I 7
<br />\ 8-6
<br />
<br />\ WALL SHEATHING INSTALL. & NAILING SCHED.
<br />J NO SCALE REV. 02-11-04 MD
<br />
<br />-
<br />
<br />PROVIDE BLOCKING @
<br />/ BEARING TYP, SEE 9/S-3
<br />______ _______p--- TRUSS/JOIST/RAFTER
<br />
<br />~ :~SEEPLAN
<br />
<br />~ 2, 2"x4" TOP PLATE
<br />:23 CONST, GRADE SPF
<br />~ SPLICE MIN, OF 24" APART
<br />. -----SiMPSON SP 2 W/6-10d TO
<br />STUD & TO TOP PLATE
<br />2" X 4" SPF STUDS @ 16" O,C,
<br />WISIMPSON SP 1 & 2
<br />EACH STUD
<br />SIMPSON SP 1 WI 6-10d TO
<br />STUD & 4-10d TO BASE PLATE
<br />
<br />12 PRE-ENG, WD TRUSSES @ 24" O,C,
<br />: 15 INSULATION BAFFLE
<br />BATT OR BLOWN INSULATION MIN, R-19
<br />~I: ~~ TRUSS ANCHOR (SEE PLAN)
<br />FIBERGLASS SHINGLE
<br />( / / ROOFING FELT
<br />~1;1;1;1;"""""" n.. ~ ~ ~ II' SEE ROOFING SCHEDULE
<br />I, ". .,,"',. . _~Z"-..-..
<br />
<br />1/2" CEILING 'BOARJ j ~ -~ MET~L DRI~ EDGE -
<br />USP SPT24 AT TOP ....... '-
<br />AND USP SPT22 AT BOTTOM ~ ""'- '""'-2" X SUBFASCIA
<br />1/2" DRYWALL ~ I ~ 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 IsEE ELEV (UNLESS OTHERWISE NOTED- SEE PLAN)
<br />ADDED BELOW THE HEADER WI EACH 'NAIL @ 6" O,C,
<br />PLY ATTACHED WI (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES
<br />NAILS AT 8" O,C, MI~, SPLICE 48" W/12d @ 6" O,C,
<br />SEE 26/5-4 OR 27/5-4 [/ ALUM FRAMED WINDOW wi 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 x SILL W/2,12d EA, END WI APA RATED
<br />1/2" DRYWAll ~ 7 STRUCTURAL SHEATHING (MIN. 7/16")
<br />NAIL 3" O,C, TOP & BOTTOM, 4" O,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 />;\ v '~ w/1/2" X 8" A,B, OR 5/8"X7"
<br />CONC SLAB~" .....:8 L.lQ...} WEDGE BOLT, w/2" WASHER @
<br />6 X 610/10 W.w.M, -y " ~\2.:9l 32" O,C. MIN, 6" FROM END
<br />- /" GRADE
<br />6 MIL VIS~UE~,~:loI'~,';.: :,';-..\! _~ _ .--lOY OF S_LAB -+-
<br />
<br />~""""; ~'3:w:
<br />TREATED I "./';',./'; NOO 0
<br />, ' "" ' ; .-I .....I <l:: C"Ii
<br />CLEAN FILL: "O;',':,~ wO::
<br />I """ co0
<br />
<br />, "'- SEE FOUNDATION PLAN
<br />
<br />,
<br />I
<br />I
<br />
<br />
<br />
<br />: I 2h
<br />~
<br />
<br />i\^^^^^^,,^^^^~^~ i.
<br />:~"-<.
<br />
<br />1/2" CEILING ~OAR~~ l
<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 />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 />12
<br />
<br />MARBLE STOOL
<br />1 X 2 P,T FURRING
<br />
<br />~~~META~ DRIP-EDGE --
<br />
<br />~"'- ""'- 2" X SUBFASCIA
<br />A~ ""'- CONT, VENTED ALUM SOFFIT
<br />I ""'- 8" X 8" X 16" K,O, LINTEL BLOCK
<br />~O.H, ..: WIl #5 DIA, REBAR &
<br />SEE ELEV, 3000 PSI CONCRETE
<br />PRECAST "U" LINTEL WI 1-#5 CONT, IN
<br />"""l 3000 PSI CONC, @ OpNGS, 6',0" & OVER,
<br />~PRECAST "U" LINTEL ALL OPENINGS
<br />_ UNDER 6',0",
<br />~~ --- FILL CELL -1 #5 DIA, REBAR WI 3000 PSI
<br />CO~C, ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW WI SCREEN
<br />
<br />R-4,2 FOIL If'NSUL ON EXT _______
<br />BLOCK WALLS ... PRECAST CONC SILL
<br />1 X 4 P.T, BASE NAILER A 8" X 8" X 16" CONC, BLOCK
<br />WOOD BASE CEMENTITIOUS
<br />DECORATIVE FINISH
<br />CONC SLAB ~ _ ~ FTG, DOWEL #5 DIA, REBAR
<br />SEE FOND, PLAN 7" IN FOOTING, EXTEND 25" (ACI 530)
<br />~ ,,> ABOVE SLAB. ALL LOCATIONS
<br />6 MIL VISQUEEN , . SHOWN ON FOUNDATION PLAN
<br />; , . '/- GRADE
<br />:"'. ~."," " "... _ _ _ _ _ _ TOP _OF SLAB--.ffi
<br />TREATED : ' ,I''' " " " > '" , ': \..P
<br />CLEAN FILL I ~ ' ~
<br />i ~ ,. .' ~;"1'r0:,j;,':'f?b:~':\
<br />
<br />, ~ .J ,
<br />
<br />;,=
<br />
<br />8',0"
<br />
<br />MAX,
<br />
<br />'. ,
<br />-,;,;
<br />
<br />L-! ·
<br />
<br />SEE FOUNDATION PLAN
<br />
<br />NO SCALE REV. 8/14/00 PJM
<br />UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
<br />1 (EACH CONNECTOR) EACH STUD - 535 LBS, PER TRUSS
<br />
<br />TYPICAL WALL SECTION
<br />,F'XTERIOR FRA
<br />8,12,03 REV, AS,
<br />
<br />SCALE: 1/2" = 1',0"
<br />
<br />(8
<br />\.8-6
<br />
<br />-
<br />
<br />REV. 6-9-04 MBL
<br />
<br />,TYPICAL WALL SECTION CONCRETE BLOCK
<br />
<br />J SCALE: 1/2" = 1',0"
<br />
<br />---
<br />
<br />~ 9
<br />, 8-6
<br />
<br />-
<br />
<br />w
<br />Co)
<br />I-
<br />a
<br />z
<br />w
<br />~
<br />~
<br />a
<br />a
<br />LL
<br />w
<br />0::
<br /><(
<br />:J
<br />0'
<br />(J)
<br />
<br />w
<br />~
<br />LL<l::O::
<br />'00::0
<br />w LLLL
<br />~W"",I-
<br />O..:=Z
<br />~-o:::)
<br />><:(/')0::0
<br />O~LLU
<br />o::ozU
<br />a.."",W<l::
<br />a..":=~1-
<br /><I: 0 <l::o
<br />WO::I-z
<br />O::LLW
<br /><I: zO::o
<br />ow<l::O
<br />w~(/')o
<br />I-~ZZ
<br />o 0<1:
<br />:::)w-w
<br />OO::(/')~
<br />(/') <I: Z ,
<br />w(/')W<l::z
<br />0z~8:Q
<br />~QOo~
<br />o(/')O::I-u
<br />or5Q~:J
<br />LL o::Ua..
<br />w~woa..
<br />O::iSI-EiS<l::
<br /><I:.....I~ .....I
<br />:::).....1 .0::.....1
<br />O(/')<l::(/,)O~
<br />0::.....1........:>
<br />.....Iw:::;JO>-
<br />.....I>:;::ZO::
<br /><l::0:><l::0
<br />
<br />tJ)
<br />Q)Q,).....I
<br />(l)1O~
<br />Q)._ 0
<br />Q)(,)U)
<br />~ ~ ~
<br />I tJ) 0
<br />(I)(Og:
<br />Q)Cf3
<br />- 'OJ) u::
<br />ca.- -
<br />a..,tJ)t;::
<br />oQ,)W
<br />e"Cu
<br />~~
<br />::z)xG7w
<br />
<br />~i1
<br />1Q c=J 0
<br />~<(CO
<br />
<br />(/')
<br />w
<br />o
<br />o
<br />z
<br />o
<br />.....I
<br />:::)
<br />co
<br />
<br />.....I
<br /><(
<br />Cl::
<br />I-
<br />~
<br />_ 0
<br />(/')
<br />./ (/') W
<br />o U
<br />.....I('I')U::x
<br />COOLL<l::
<br />Wr--OLL
<br />t::l C"Ii ('I') <;t
<br />z ('I') ('1')0
<br /><I: .....I ('I') ('I')
<br />O::LL":,,,:,
<br />o . 00
<br />.~ coco
<br />(/') a.. co co
<br />I!') 0 ~ ~
<br /><;t a.. 0 0
<br />(.9 - O'l <I: <;t <;t
<br />
<br />. ~ltl
<br />~
<br />~~Cil
<br />J:)
<br />
<br />W 0 0
<br />I Z 00
<br />I-.(/') ~ ~ ~
<br />0Zw <l::tQ~
<br />(/')~Qo O::NtQ (I)
<br />. 01-0 O~~ Z
<br />ffiz<5u w~18Li 0
<br />~~u::0 I:r:~. i=
<br />_(/')-z I-I-....I.U ::)
<br />o 0:: ~ is 0:: LL 1.1. 0.. ...J
<br />ZWa.......I 00.. 0
<br />WO(/')-(/)LLZLiJZ (I)
<br />W~(/)6Szooc...~
<br />I ZwQ~f=ZO: ~_
<br />1-0::5I(/')<l::0:::r:::;)
<br />6za..l->w~om (I)
<br /><l:: :r:w(/') 0: ' IJJ
<br />tn~<it::O::o<im: c
<br />w.......o::s:('I')zo:: 'I.U
<br />cof3:::) O<l::::)<C<C <
<br />W.....ll->-ool-....:x: C
<br />I3:Uo::NwUO::O ;:;::
<br />1-0~~~i36U~:E 0
<br />8~tn8~U)tnDD Li
<br />
<br />O'l
<br />o
<br />('I')
<br />C"Ii
<br />6 z
<br />co ,0
<br />co . I-
<br />~ ~.~: i
<br />~~ ;I
<br /><J) .. I;t
<br />~81!') ~ ~
<br />iJ)r--~w ..c
<br />tl.QC"Ii N U
<br />c('I'),-.Jw'"
<br />~.....I~~I- ~
<br />OLLCO:::)<l::.-I
<br />, (t:j~l-~tO
<br />(/)..:s::ou!:!::.-I W
<br />Q. <;t :::) I- O'l
<br />.-I 0 0:: 0:: . ~
<br />I!')Q.II-WOO
<br />O'l<l:a..(/)UZ
<br />
<br />I!')
<br />o
<br />o
<br />C"Ii
<br />
<br /> 0
<br /> 0
<br /> \0
<br /> w
<br /> f-
<br /> - 0
<br /> :J
<br /> U1 ~ t'
<br /> Z ,....
<br /> 0 · t'
<br /> 0 ,....
<br /> - > I l\1
<br />. U1 ..J ID lfl
<br />- OJ 0 I
<br /> > \0 ID
<br /> - w M \0
<br /> 0
<br /> a:: M t'
<br /> ~ o I
<br /> n. I ..J M
<br /> I Ul u.. ,....
<br /> f- <( OJ
<br /> ~ Ul 0. I
<br /> r- W ,....
<br /> ~ ~
<br /> .r-
<br /> z
<br /> 0
<br /> 0
<br /> \0
<br />
<br />D
<br />~ ~
<br />u;~~ D
<br />Wf-UlW:J
<br />DZUl==<l:
<br />DO-:r:>
<br />z~t::~Ul
<br /><l:NWa:L;:;
<br />~"~Oo
<br />~a:ooo
<br />~OwwU
<br /><l:u..:r:-'f-
<br />a:Df-<l:Z
<br />o:Ja:1751;:!
<br />Ul~WOa:
<br />IUlti:Z:::J
<br />f-_<l:<l:U
<br />
<br /> I!')
<br /> 0
<br /> C\l(f) ........
<br /> .-I
<br /> .z u........
<br /> L!)o 1-('1')
<br /> <l::a..
<br /> C\l(f) .-10
<br /> -rl> to........
<br /> <;t<l:
<br /> .-10
<br /> W '~
<br /> a: i:':3~
<br />N W-l
<br />00 ~
<br />(j) 0-1 w 0
<br />0 0::
<br /> z<( Co) >-LLZ
<br />--.J Zl-O
<br />0 <($ - <l::z-
<br />--.J I- zw~
<br />I -(/')>
<br /> o::~ oz-
<br />N - a WOO
<br />:c uu<I:
<br /> Z :::) 0
<br />L!) <DW ozCi:
<br /> OWo
<br /> Zl- I- 0::[::.....1
<br />I S a..-LL.
<br />f'- :r: wO::.....I
<br /> wCf) 0::3:<1:
<br /> wwO::
<br />~ W '-' COIl-
<br />wO(Y) - 1-1-r5
<br />Ol-U
<br />~ - ~-I 0 0:: z:::) .
<br />> >-0 a..
<br />L!) ~ <( 0 >- <l::IO::
<br />I- ~t::o
<br />z$ N 0... z3:U
<br />~ ::5O::W
<br />(j) a w~
<br />~ a..zo
<br /> -l (/)ZI
<br />>- l.1J 0.. Co) -<l::(/')
<br /> ~~:::)
<br />0::: 0::: SHEET NO, a..
<br /> 0::
<br />0 U S-6 0
<br /> U
<br /> w
<br />I- ~
<br />N 0
<br /> OF I
<br />Z 00 (/)
<br /> 25 :::)
<br /> ('I')
<br />l.1J 0
<br />I- 0
<br />> LAST PLOT DATE C"Ii
<br /> @
<br />0 March 02, 2005
<br />Z
<br />--.J DETAILS
<br />-
<br />
|