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HomeMy WebLinkAbout61 E TI �� fel C�AIJO.. fel L \I SCALE 1 "=20'-0" _Cs C n 36'-0" 4'-0" 1 O CONC. SLABS 6 MIL. POLY OVER 4" 44'-O" 0 1 SEE SITE PLAN FOR CONTINUATION O —_ .I -I I - v mr-Mlir-w oivrvc Dr+x. M ( FROST SLAB I I N I I I I N� . 6'-0" "' I FROST SLAB /<�> FROST S n� In O li N kV EDGE OF SLAB I- _- -- --- -- N_ _ - -__--- I---------- ----- I --------------- ---------- _._ .-- _ .— _ -._ - ----------------------- ---------_( _ -` - - - -I EXISTiN F00T1 C ,) . �I o �O. fO.M. ---- - - - !n - - - f - - - - -- -- 0 'l yft -7 _ j - `SLS M- 6 2" _ S 2' 8" `- CONTROL JOINTS IN- co --� - I TRANSFORMER PAD lO 1 %1 I to " I WALL 0 23 6"• O.C. . FROST SLA I _ 3 64.0. - r 1 I 'I VERIFY SIZ do LOCATIO I 19A1 SEE. DETAIL t tS3. , • - , , , , , , , . . , , , , . , . . .. . , . , . . , , , : r I, I vR10R .70 OURING . 1�-8' =1 ) w c ( I . Q: . . , . . , . , . . . . ( . . , . . ' . . . . I . . . . .: o I _ _ N o I I I I 1 . . t( FROST SLAB I I { SLOPE FROST SLAB qq ° -4•-6" - - - . - -i- - - - _ _ -. _ - _ - - .... Y.0 • /`�' M p 0 I , i0 1 OS . I S -6 -8 _ O1 I FOOTINGS AT BOTH SIDES ( I IuJi { 00 r I OF RAMP MAY BE STEPPED. F.O.M. - I I _ - _ - 1 . 11 1 .. - - - - - - - - _ - I. (-0'-8) S . *`� I I Sl-=- (-6'-8" Wt GRA I PROVIDE MINIMUMBOTTOM AS oM . ELEVI. OF FOOTING 1 I -. . - . : : "INTERIOR CONC. SLABS : (5 I I I o I r� - - - - -I-- - - _ - W2 - _ -1- _ _ . , . . . • . . . . . . . . , . . . , ' . . . . . . . . :. � . . . 12S .. 1' ... gyp' -0 A:F;F...... . :. : .... ( NOTES OR SOILS REPORT. _ - I O DE I SPECIFIED IN STRUCTURAL 8t � I z - N ¢MIL. POLY OVER 4.. j FI ® W1 I No -.� O ( I E: I C' I E. I = - ; : I ; I OMPACTED STONE BASE. I �I I : ; : : I I ; ; L ; 4-0 7S2 I o I I 7'-0". , `°�I .. . . . . . KS ® 4'-0" O.C. .1 S 1 (I I d I I$ : , , .- . I ' r 1 fS -6"' I r 4"' IWEf�101k 'cbk. 'SLABS' FULL HOT. REO'D AT . r r r r : `v o .$S2 . 6" CONC. SLABS OVER o I GRADE ill I� t.A. z ' 6" do 8" INTERIOR - - _ - - " . . . . . . , . ,� 8 IK NOTE: E E E I ( I " ON 6 MIL. POLY OVER 4": t I I -I '"'I (-6'-8') I GRADE 4 COMPACTED STONE BASE ,I �ADING N (_2'-6") WALLS AT OFFICES. Q I SEE SITE 1 SEE DETAIL 16SB FOR I- I- 1. �- • 0 3S3 (( S COMPACTED STONE BASE. _ LI J W I J L J : L f J 4-o I I -3:67 RAMP powN r REINFORCING REQUIRE - I - - • • - - - - - ' -_ - I : : : : : I PIAN ¢ %23 AT MASONRI' WALL--�-r-4 T I ( _ �. -.- - I , a, r' I -'- - - - - - - Wt- - - - - - -STN. )"i�t� ---I I I ; ; _ .. I Q 3S2 I 1 S2 4 I L - J L -t T L -}- L, 3'-=10=M0 - W1 - I ( 5' INTERIOR CONC. SLABS v p ' I OPENING. (TYPICAL T I TI GR I-'t-'-�-- -- --1 I I 1a . ON 6 MIL. POLY OVER 4" 1 m :3S8 sLop� sIDEWAut O; ao ' I , ALL OPENINGS) . : •, . " o - -I - - - - "1 ( I - 1 1 S2 Ep E BASE. I SLOPE N I 0 3S3 1 Q -F ^•r -- - L _ o) AT 1' 4' PER Ft 9 Wx 17 L x 12 D 4 -0 1 COMPACT STONE iv 1 1 . , , .. , , . .....:. .: ISOLJ�TED': CdNC: P�(0' SAWCIJT. of 1' 1 " *1 O I 2.�8r I `I F OSt SLi4B=:10'M01 I CONTROL 1Pyr I I :. . . . . . . . . . .. . » � I _ _ - _ - * _ _ -_ - - _ - - �- -- 6 .S. . :14 N I I w/LIES .®• 1 s"O.C. E•.W. I I L 1 I I I I... JOINTS ,� I I E I I I E: I E DocK "' --- - -- --- �� +^ i o - I I POUR LEVEL - I I I I I 1 -I I �-I I I I E -6 8 '-, r i� .1. 1 °I I 1 I w2 (TYP.) �„, I I _1 r r r LEVELER r L -s'-8' `r I I v M F.O.M.I I- I - - - -- --t-- - --- - - -- r-' °° _J L.L_J L _ t___ - _ - -'$ ---- - --- -,moi_;. .0 - ---- I " F.a.l Q I---------- --- r� - M M- ----_ ---- _a_8-- - L J L J17 L J L J O L I __ - ----------------- --.�-5"su►e JI 7 T I ( : : cn : : . . m: T , ..�- 14S s (-6'-8") I I In (`g 8") n .0 I I I ...... . ............:......1......: :. ,. N' I I I I (-w-8") I I .. E h t ... '......... s(-4•-8•) I. ... .. E II I i...:•., a,. :� ...:....:......•..•,..•.. vd...........:....•:.•..._..... ,.i.4O. FAC oFCMu'".,.:.....:...... (-a'-8�,.. 11 1 I 25'-6" . 18'-0" M.O. 'n "� .. 13 '-6" 72 - _ _ : . : : : . (-2 ') : . . 8„ 1 0 25 2 _ . I I I 0. . . . . . . ... . . . . : . . . . . . . . . . . • • . . .... 0 M I M N I I g I I W . I - . I . I I W2 I 42'-6" 42'-0" 43'-2' I . . . . . . . . . . I . . - . : . . -'�I%I GRADE I .. ... I I .. 1.. 1 SEE SITE I. E • .. E E E E E: : : E E: E ..:E E i i - E : E E: I I GRADING r�I . o (j r-1.- r- r ; r' r rT r+ . _ r+ _ r+ . . t� _ - +,_: :0_ �'I' 0 : Ii -II 6.11 - : - L J L J - L P J .- - L ` L IT . L -! : : L J L J - : -2'-s" J -3'-0 '-I _ J{- -- -a'-4 L'1 12S3 : : : : : : : : 2S2 . . (-2'-8 I 1 ( 8") . . : ( : -8M) I I II,. �2�8 ... ......I......I.....:....:.............I..„...I............I.....:...... ..:....11 :....,...... R _.....:.........:...I..I at I 1 . (-8") . I I ; : I , : I : : : : : I : . : : : : I . 4" COMPACTED STONE BASE . : I : : I 0 I I 3S3 ... , .... _ :.... I [E: E II 1 "� I I . 5” INTERIOR CONC. SLABS : . : : : (-2'-8'- 4" FROM CEN OF SIM I I : : ON 6 MIL POLY OVER 4" I ( SEE FOOTING SCHEDULE 1 I (-8" -1 ; 2S2 ; O 11 ( I I I : : I COMPACTED STONE BASE; I FOR SIZE AND REINF i -I -COL. TO WALL _ _ • ............. . .. . I • , -s I (-2'-8 �- _ J -a'-off _ J: -3�-N L: 4J1 51 E j , . . . E E . : : : : E: E E: : . E E. c-»-) 8 { c-8 > r . - I L'�]......... N I F r r r -I r -T r r _ r r r 1 I 5 - - - + _ . - + •--+— = - : + = - . + - ' ----}--1-I : - } --�-I _ _: -I--(`- }_ _ _ —(-_-} -{ _ : : Iu4 et -... I I L L J J . L 1 J L : : . L 1 : : L- J L- J : : L J : . . L J . L J : : E L- IJ FROST SLAB ( , I $°�"T .... - .... E E I :,...•:...•:.... I....,. .:.... _. I _ ... ............. .. .,..:,'SLOPE ... ........ .. ` I W2. I I . I 4 td ......... ... •......... ............j I I I I I I I 1 I I� I . 1 . : • . : : : : ' : * .1.0� I • "� W2 ` 5S6 - • ' . : 1 o I I- :, . ... I,.,, ,........, . (7 i J M� r I I : . . . . . • : . . . . . : . ; L __ 417......... .I I..... .......I I.. ...�. I z I 11-1 I "' .. .... I .....; ... 1 1 ..... .... � o. � ...... I I .....il I . .I... I.. , -. T r. . { (-z'-87 . I I . I I I. I 0 1,T I ... ­ 1. 1..... I ­.. ..... I 1. I.....E • I E : I E I E. o'..., 1. '. I ' ''E I E:. . E' E- E: E: I I E. (.`$")........ ; I I .:. � �. I. I Q rg . I' rII I I rl . . r r r i r— r . : r : r : r . r, . . I I : I I I I �► � 4 +- : - - ---}- {--�- - - ---+- I ----i - =-I- I—_ - - - ; I— . - . - ---_-- }- - : }- - - . - ; -I - . I I . 1 I I z o 153 - . L L J L_ J L J L -I L J L {_ J L+ J L+ J L IJ. t2'-8. . I I .. I I .. .. ( w o- ' (-2'-8" ). I I I . I . : I : (-$ . SLOPE • I I • 11 (� I Z = I (-a") .... :. , .. I, FINISHED N,OT E ... .. , , x : o loo I I EXPOSED CONC. TOP OF FTG. SEE GRADING FLAN ..:. . . . I . . . . . I .. . . . .. (I . . (I ( I I I I IN ALL SALES AREA _ : I U ELEV. (-1'-4') FLOOR FOR FIN. FLR.' ELEV. DASHED LINES INDICATE I I I I I 1 ( 1n I I : : : (SEE SPECS.) • (TYP. ALL INTERIOR ELEV. �• �� I : L CATIONS OF CONSTRUCTION o I I - ... .. ...... .... .. .__-•__---.....:.....: ... ,: .. ..i.......... (SEE ECH CSC. - j 1 I N ' II................•,.....I.,.,...,... I' .. .•... .. .. f FTGS I I N S� I' I I JOINTS. . I a I I. r r r D NOTE: 4 I I I NO SLOPE . I I : : : • : : • . ; N : : : ; SLOPE 1 X • : I . . I I : : I i i i SEE SHT. P-1 AND SITE UTILI' FOR UNDERGROUND SEWER AN I I . . . , . . . . . . ; . . . . . . . . , . M . . . . . , • . . . . . `i , . . . . , . . .. . . . I I . . . .. . 1 1 . . I . I WATER CONNECTIONS FOR I E :.....:.... • ., ... E •. E E . E . ; E: I E= . . I E: I E I E: '- E c-2:-8 I I I: 1 I I I GARDEN CENTER. r i r i r r! . r i r . r . :- . r .~ T -1 ; (-s"> I-1 - i I i. i i. I I r- �_ ---+- F-- - : - �-----�- f--= - - =-}- •-- I-- - - }- --�-- . {- - - -1 _ 1S3 I 6S2 3 - i- .- - -. L J L J . L J L J . L J z- I I O III LI J . : L J L J L J 1 I I .1116 1{ I I -2°_8" 2s2 . . . I 2s2 I . I . . I E, II .: II I 1 I (-8")' , . , ..:. , .. ,:. , • ..I ?�: , .. •1, .. ... , . .. I ...... .. . • . . ...........1... • . ... , . . ; .... ...... I DOTTED LINES INDICATE . , . . T. ; ; .... ; �.... I : r r ' o r r ' r I - . ; ; ; I LOCATIONS OF SAWCU7 (� z I . 111 •I $ I 1 V) o I I . CONTROL JOINTS. . . O w' I i (I N I I Z I I Ix I r 0 1 1 a l� I• .Wz.: :. I I .:. �' I I. I. I zil,^M I I W2• . ,., . ..• . .,. . •.. I : I. I. I..,..:... _ '*4.0: . . . II . it I I V) I I I . I I - - I /^,� ; j I I OI I 0 - I : . . I - . O: V O. I SLOPE w _ Il .: l l . 1 I I ``'Q� I I.. .... ,... .... .... ,,.......,... :,t.x. I. II III �� 1 : E E E E ; E: E: F: F F:[]:: IPE ii ' �' ii i�l , I + : �. c-2�8 .. .... rr.:. .. ",'...rr. ..I .i FT 2 - : - �---t- I ----= - -- - I--- -= - - - I- - - - =---+ •- r--=- - - - i- - —'— - r--- +- - - - . ;_ —�- -I -T--}- I III I I L L J L J O L J : : L J L- L _I I- J . I'- J . . . L J. L J : L -I : : IJ. j ... FI .. I 1 I (_g") . DOTTED LINES INDICATE _ . . . . ... . . . ... . . . . . . . . .. . . . . . . I I I I ... • ... . _ . . 4" CONC. SLABS OVER LOCATIONS OF SAWED ( _ I I r . . . . . . . . . . , . . . 1. I 4" COMPACTED STONE BASE CONTRACTION JOINTS I 'R I I 1 I I I I : . . : I AT APRON & WALKS. . : 5S3 I i (8'-o"O.C. MAX. I : : I _ 1 III . . • FULL LENGTH OF . :� 1 . . . • . , , . . . . . . . ... . . . , . •. . ... . . . . . . . FRONT SIDEWALK) . . . . • ; . - . . . . -4». . . . . . , . . . 1 1, I I t I I . . 26'-0". . . . . . . I I i g 3�-4r :r : I I n I I lo P i `' I 1 38 -2" 14'-O" 84'-8" M.O. 98'-8' 18'-0" M.O. 6'-0" 7'-6" -6" 54'- 16'-0" M.O. J7'_4- 1 O 4t $LOPE O. r r 1110 lc a ; W :16.-a I/2. M.O. M.O. 16'-O 1./2' t t'-8 .18'_8» 11'-0 I 1 I I III I M Ll: I : . M.D. I 1 : .. ....:..... I :...... I .. :.. .. :.. ..AM.o, .. :... .:.... A.M.O. SEE PLUMBING D(2AWINGS _2 _8 " I `+ . . 1 : • I I : I I � o I _ o O: I' •FOR.,FLOOR,DRAIN. M a (. 8 -8 16 =8 I $ -$ 4�o r ~ 12 A l l W2 . N M• a' '^ � N M cv N FRO T 5 M GRID (- ". M.O. M.O. M.O. N . I I• i I ........... I I I a d " I : : . ' " M o W2 . : SLAB W2 D T W2 : . (- 7 W2 TUNE G DE 2'-0"• 2'-0 2'-0" I --- - ENDOAP iYP. N I I M I I I I 2'`a I --- - - -_= -'_ - -- - -- -- - - - ----- ----Z- ------- ------- -c--- - - -- - -- -- -- -- - - - - �- --- _ r -I'.- -�---------= - -------- I Z L-- - L _ F.O.M. a - - -- - t� ------ --- - -:-- L� ---- - --- :-- -- _ --- ----- - -- -1 - - —0044'-8• L J J L _ --= -- - -- - ---- - --- - S' 10 3 M I 1QS 1 H TOP OF SLAB FROST SIS N OS3 1 OLD FR '.4...5:. N S' V1�2 a . OF t -d 10S3 W I 1Q" B.F.F.: ALONG: THIS LINE I txP _ 1 } I r7 (. I OLD•GO 0 SLAB.. �TiosT • I r .W I _ i�• a SLAB �o :WARP I •E' W I D' D �.J I - �15 B.� AL G THIS NE d F. 0 I FROST o [�) I 8 -2 I Q T OF AB . N � LD $ d P SL a N' D D =1 I O I 1 I D N I` r. I r-�! s� 1: LAB I;v d I 'r I I 11i s N I �_ � F ALONG u E r r I --5 •6 .F. _ _ _ _ _ _ _ - --- _ _ is 8 J I ( '� L ♦.J _ _ �� L - L --f- -2 - -- - - - --_ - .- - - - - - - - - _-__ �- _ - _ -- -•- _-__ -- - - i.. . . :41:.41.;.. .. :4rlt.Ot: .... 4,F.r6t.. I -;! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . — Z —7 Z7 �` -C = . ., 1:_ G_ L_J . q,_J FH• O rMr N O 17' _ �— r;_ _ �+ _ :_1' a: :TY :$. 1 O J J J :C N-- Q I D M N— — y to t!S ........... .................... ....WARP: ............... ................... S 13 ..•..............•...................................................,::,. ,...............,.....................................:..... v " : : _ ADDITIONAL TOOLING 1.................,..,...................,............,........................................................... .. ................................. ......................................................... .. .. ,..... ...... ..................Y....,............Y.................(.................,............................C}ET:..2S4....... t 5 CONC. SLAB IN AREA _ I ( SS2B F012 ADOT11 _................_..........., REQUIRED AT OUTER .......................... •.............. I................................_..............._......................................................................_......... l �o H OVER _ �- R » :!• TY:rr.,:a...r.!v:r:,a:crr:p;(•); —SHOWN SHADED T GRADE -r --1 :c.!vara'J:r::.v.c�:r.,:!v:.:va':r.:!'cr..!'J.a:r.t""",:.:i.r.eJ.;a'.r1•r.•r.,a'�:rx.rJ:Ja .cJ:,. SHADED) OF ................ .................,................,...............:,.................,............_,............................. 7'-2 SLAB ............................................................................ ................ ...................... TRANSRIO o Y.. 4 COMPACTED STONE BASE w•�� 1_:7 - - L_:_J L.1 = L -J 1 2 T.. S L J J: L_ J 1 LTJ � �--} L :J � L.: _J _J L_ J• �� L_ •Lai L_:J L< J LJ P. - - 1 SEE SITE P -=----I E LAN j :.,%:.' O • 1 � •� ' N FOR ELEVATION :. ^.1. S::CONOR 1 ---- - -- ------ -- - -------- --- -- �. I N T : 1'-4 a: si':' is i•: {iiv?. 4 � � }r?'rri.' -.-,.-.-.7.,.l.,.7...'. — I , — — — — — — — — — — — — — — — — — — — — — — — — =!dl r 4 F S OR SEE fTE PLAN F E TI 1S2 LEVA N i P' I ----_---- -- -- ... Y - Y .: J '::::.::::.Y:::'::'.�::: :':.7 '�... u..iH...... w.'::w .... ...�-'.... ....,�,.,..:: ,,,�:. .,W: ..w:..rv," •.::=rm .. I ort a" a"Ii 0� r-� r - -I r- N r - n I " ii I _ -'�" - �--I�- 1 n II I -j 0.42 u u TVP. 4" L— L_ L— L_ L—J I II I11 I I LJ ( 11 0" 0" 0" 0" I I -2-1 NOTE: VERIFY ALL DIMENSIONS !-- - I I SHOWN WITH ARCHITECTURAL-�' DRAWINGS PRIOR TO CONSTRUCTION. ( 7 -0" FROST SLAB NOTE '- J 1 PROVIDE FROST SLAB AT ALL OPENINGS COORDINATE WITH ARCHITECTURAL - DRAWINGS FOR DIMENSIONS NOTOT - - - _ - SHOWN. - - -" AT GRADE. SEE DETAIL IOS3 FOR SLAB CONSTRUCTION SCALE: I" - 20' FOOTING SCHEDULE REQUIREMENTS AND LOCATIONS OF SLAB MARK - TO ASTM A-615, GRADE 60. INF R I 2- ALL HARING OF REINFORCING BARS W1 2'-0"x1'-0"xCONT, 3 # 5 CONT. W2 2'-2"x1'-0"xCONT, 3 #5 CONT., #4 TRANSVERSE 0 16" O.C. C 5'-6"x5'-6"xt'-6" 6 #5 EACH WAY D 6' -0"x6' -0"x1'-6" 6 #5 EACH WAY E 6' -8"x6' -8"x1'-6" 7 #5 EACH WAY F 7' -6"x7' -6"x1'-8" 9 #5 EACH WAY > tiJ C] i1= Z m r.,? � Wtc. al to THESE NOTES ARE SUPPLEMENTARY 9- COORDINATE WITH OTHER TRADES FOR NOTE REVISION , LIMITS � -8 98 -4 N 0 TE S OF 7 -2 APRON. To THE PRO r .T SP'ctFl(:A310NS. REQUIREMENTS AND LOCATIONS OF SLAB 1- ALL BAR REINFORCING SHALL CONFORM PENETRATIONS• PIPE BOLLARDS; PLUMBING TO ASTM A-615, GRADE 60. PIPES; ELEC. S B -UPS, ETC.) 2- ALL HARING OF REINFORCING BARS 10- SEE SHEET E-9 FOR LOCATIONS do DETAILS SHALL BE DONE W/ NO.16 ANNEALED WIRE. OF ELECTRICAL GROUNDING REQUIREMENTS. 3- CONCRETE STRENGTH SHALL NOT BE LESS 11- SAWCU7 CONTROL JOINTS MAY BE USED IN THAN 4000 P.S.I. AT 28 DAYS• LIEU OF CONSTRUCTION JOINTS PROVIDED 4- NOMINAL SLUMP SHALL BE 4 INCHES. WIDTH OF POUR EQUALS ONE BAY SPACE. 5- THERE SHALL BE NO VEHICULAR TRAFFIC MAXIMUM LENGTH OF POUR SHALL BE PERMITTED ON SLAB/APRONS. BASED ON WEATHER CONDITIONS, CONTRACTOR'S 6- ALL MASONRY WALLS SHALL BE LAYED CAPABILITIES, & GOOD CONSTRUCTION PRACTICES. FROM INSIDE OF BUILDING ON COMPACTED 12- SEE PROJECT SPECIFICATIONS FOR STONE BASE. MORE DETAILED INFORMATION. 7- SEE SITE GRADING PLAN 13- COMPACTED STONE BASE SHALL BE IN PLACE FOR SLOPE OF ALL EXTERIOR SLABS. ON BUILDING PAD, GARDEN CENTER PAD & CONC. 8- T/FTG. _ -2'-8" AT ALL EXT. FTGS• U.N.O. APRONS AREA PRIOR TO EXCAVATING PERIMETER T/Ft, = -o'-R" AT ALL INT. FTGS. U.N.O. OR INTERIOR FOOTINGS. DISPOSE OF EXCAVATED F PROVIDE (2) PIPE GUARDPOST AT GAS METER AND (2) PIPE GUARDPOST AT ELECTRICAL TRANSFORMER, SEE SITE PLAN FOR LOCATION OF EACH. FOR ADDITIONAL GUARDPOST LOCATIONS IN BUILDING SEE SHT. A-1 & A-2 SEE SHT. # A-5 FOR LOCATION OF MASONRY WALL CONTROL JOINTS AT ALL WALLS O >a ). ACTUAL MASONRY0 PENING. =MASONRY OPENING. -STEP IN WALL FTG.. ELEV. DIFFERENCE FROM -- -2'-Or F.F. TO TOP OF FTG. -8 ELEV. DIFFERENCE FROM —� - -j F.F. TO TOP OF PIER _ (NO PIER IF DIM. IS OMITTED) L - J - SEE 4S3 FOR DETAIL- AT ETA LAT STEP IN WALL FTG. DETAILS FOR DIMENSIONAL RELATIONSHIP ON WHERE INDICATED. MASONRY. FTG.. ETC. TO GRID LINES ON THIS PLAN. amPlue OPRE-BID SET ISSUE DATE A POST BID SET ISSUE DATE DATE DESCRIPTION 3/16/01//1 ADDENDUM NO. 1 10/2/Ot /i\ OVERSTOCK BULLETIN 14-� ­ ,4 � '. , , A 1, .6 41 *1. . . . " 0'.%;l . E+` �� ���. %° w_✓fir � 4? LQ' ".' � . )145.142AAV . /r)v/`,;�. LO.. COMPANIES. INC. JUNE, 00 COPYRIGHT ALL RIGHTS RESERVED 1a InN d z 0 0 to .x z .- v- 0 00 11 .z < ....I M miLL z p UJ z 2 I- Q (n __j W z W � y O Iy LL J U LtJ �i F•- LiJ t- G.. z p y C.) _ I� :E W > tiJ C] i1= Z m r.,? � Wtc. al to ©0 Z,, 00 SHEET S-1 OF 11