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I�EVISIONS: v ® i4 61-611 / 6#_6H 3311, (6) #9 (8) #9 -- SEE 2/S8.1 _ f r,IT _ . - ... 8I 7'-9 36" 10 9 10 9 .1 /lpproved........... . . - r..}r �) © 5 7-9 ( ) t� ( ) � SEE 3/S8 c 1L� y' �,Y► �tiQQ,1 _ ..... ... ._�_f_1- � -- — (/ Condition-!1h, Opp^nv�'t� . ......... ... .... ' OD 3 6'-6" 6'-2" 33" (4) #9 3 WAYS SEE 1/S8.1 111P 1 2'-6" 2'-6" 30" (5)#5x2'-0" (5)#5x2'-0" SEE 4/S8.1 Job Ad�r /��`� NOTES: 1. ALL BARS TO HAVE 180 STU. HOOK EACH END. IUCXrN11E/SArM 6 ASSOCIATES,Px l� 1989,ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF rENZIE SKTO 6 ASSOCIATES,PC(M/S /U AND M NOT f0 BE USED OR REPRO OED IN ANY WNNER EXCEPT THE PRIOR WRITTEN PERIIIS.k1ON O< Y/SA SHEET S2 . 1 PERMIT NO. 891266, —. _ PILE REVISION DRAWINGS 7/ 19/89 ��H N P288697 O. 1 car- e� _; � ti. .. __ :--rwui+flIMM wlwn �wr...,.•,...-...._...,�...._.......,......, ,;� r�, �lllll►llllllll�llllllllllll'IIII111I�IIIIIIIIIII111111111111►Ill�llllf►11111111x11111>111111111�jlllllllflll!111111►IIIIIIIIIIIIIIIIIIIIIIII,III,III,Ill,1�111I11111111111I111IIIII1111111 ,,.,....�,,,.....-_. - I ~� - NI)TE: I F TH IS M ICROF I I.MED 1 2 3 4 5 -.6 71 - 6 EI 10 I I 12 r DRAWING IS LESS CLEAR THAN ~ THIS NOTICE, IT IS DUE TO r TNF QUALITY Or THE ORIGINAI ` $ DRAWING, OE 62 92 LL 92 S2 ►2 B2 22 12 02 61 •1 LI� 31 ;,I irl EI 21 11 01 6 9 L 9 IS 1 IE.,. � d1111111111111111111111111111111II1I111111{IIlIIIIIIIIINIIIIIIIIIIcI111111IIIIlIHIIII1111111111111111111UI1111111UI111111P11111111111I1{{111!i11HI1111111NII11111I11111111111111I1111I1111I1111I111111111I1111�1)u1U1111111111 InuhrnhulhwlllJDIO�uIlIIullWlluulnulunllullun APRIL 11991 kora =w , ;,,, "bPi FF.a 'fa:e•. 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S 8.1 , 112"- ,' 0" S 8.1 � , 1/2*- ,'-0" �8. 3/4" ,F_0" PROVIPE (,2) SETS OFTIIrSAT G.O .JG. ILJ GOL, r0 b TO F' or PILE �P V h"O#JDLITNIL rorOPor W c �a cAP 51'AcE �I�1FoR r�EIJ'�" 2'-.4". J COIL L. C.oL.. SEE CAP 1-A®LE eWT-. `�2, 1 op 12EINF'C t G�1171.1G1�APItY SEE �2.1"D6.1 GRADE P�EAM iI�'I � 5EE � A..i E D E"A �- O�•� Z E Lb�G. I� G c��. I I I I � T� � I rU OE I• oIJCLtn4IG I I I I ALL 69-APF BEAT-I REIPF. C>' TO t-OP OF PIKE I I i I I To PASST�IFotJGFI GvL.' \ CAP- I LI/ FULL LAP 6PLIce I � T�E� Propos F;`� I ;-�- -A►F' I I I AL' Cz&A ,i.1, _ I I �JEE 4L50 I60-)e vE aEA?'I �rr� ro � � I I I PASS fr�Rv. CCL. wi?rI SPi.itE oQ•�Tp, i-IDoc I I - (2)'�� X��T "YP, I I I C� SER- "'IETER c-aR�•Ea5 - — ---� -- EDGE of�aLA� = F I ;gat _ __ __ r l IT a - 5-- 15. 8 9 �.-- I SHAWN(3Y l II �- -�- I IT 777. n ' 'J--_I'—� � � GNIL.j � 'STAIR � 1 . E alar ��c>�N OR. 7� rr11LK I,JA�� W/#5Cs� VIII k.lnll, _ HOOK- TYP „ JEFF • WA LL_ 'SLJIeFAGE To V4'I � �� i gal 1„°;i1ml,; PILEGAP _ (~ l`--- -- -- ' SITE FOUNDATION I ' 2 PLAu FdR prwAIT 5- T5-89 SIZE Add) I I I I N GOL.V,`�IN taj�`�O�Jp LocA.ria,0 of ( I I ,, i . /—cA�aT 1�17N II.I�IL. PILES � GLR. • (. ( I I I I I I I I - Ll ; 2 c:LQ. j — dl�"H•..[�� bEI�M III •I • II • • i) P L-.E GAp _ - - - -- , L 1 i (�#•)�`b I'�15Ly►- - T T I 1 (�1�5 ©o;.l E�s -rY� I I'M.ALL RIGHTS RESERVED -1'IT• I I I I I I MACHENZIFISAITO{AS6MIATEt P! I G�i<�.Iv ¢c�JCaI-�Elv SUIZr/`•"C G. �i'' 4,1 �{ —.-T... .. ,"�,& SSAPF t NLATESEPC IrM �- •,i1 TOA u9EDon REPRO I-#CbK.. P, MANNEP tx(,EPT WITH 14E G�.GAN 'ZG'LJGh-'EN �- �.J��.►Gt I tiNFFi ' I"F,.MIT NO. 891266 [_ ►�dl,l4 nF F17 1 , S8. 1 _. ,6 -' GRADE BEAM "C" _ ,i` SECTION AT TYP. PILE CAP _ r18"), SLAB EDGE DETAIL 1� SLAB EDGE DETAIL PILE REVISION DRAWINGS 7/ 19/ r •i-� S 8. 1 3/4"- ,'-0" S 8.1 3/8"- 1 '--0' S 8.1 ._ ,_ - I � "�I,�' `,F 3/4 1 0 58.1 --- � � II IFT No � x �- 3/e" - '' o" CONTRACT SET 7/ 10/89 288697 3 65 p � I WILIAMFTIF PAINT{•'P•{706 A - y1 I I l l ( I I I I 1 1 1 I I ( I I I I I I I I I I I I l l i l l l t l l l l l ;IIIIII111L'IIII 1111111 II I11111I. I �,, P,w• ... i �, � ,' 1 11 ( 1 1 1 1 1 1 I l l l l l l l ( l l l l l l l l l l t l l l l l l i l l l � -I Illtllllllllllllllllllllllltll111111111111111111111111111111,'tllll,l _ __....._ ..._ _ �•;p ,-r NOTE: II ;HIS RICROFILMED I 2 3 4 — 5 6 7 8 9 10 I I— 12 DRAWING IS LESS CLEAR THAN ----� THIS NOTICE, 11 IS DUE TD V' ` THF QUALITY OF THF ORIGINAI DRAWING, _ ----- -- . ---- - —.. r of az ez Lz 92 5z rz Ez zz Iz oz 61 of LI of IIII ♦I e1 21 11 01 e 9 t 9 s Ir IE- z . ,{111111111111111111uu1111111111INtII1N1111111uNhINhN,�►utl,1,l�,nittlt�lEtlht�111NIIt1111uuI1n11auInNIIINIIIuhnIIl1�111n11In11nI1�11nhnlllln�uuluubuLlunlnullulluuhudnufulJII111NHllllllu116n1hu1�ll'u>lluu�lu1ll1d1lulltuhnlluJUlnl1 , 1 AFFIL 11 1991 1 IL_ I � I ` z 0U Lo a, «) c + -- - t ----.. bt lel + -- - w + -- m riol OTT, - — w r ao I} I 1 LIJ z QNm > (I Q OT U) o d >r b / ,� f�.l z X 9 � 0 I I 5 � Q 41 'or { r r1+A I T t w _ ZZ W 3Q F-M q. p.G. 11� f4 � O G, � A I 1►I/ � 4 �� D.(�. �I `11 y � t 04/ *-v •100K 1 b ,4T ^I.L X10 I X140& 4-*O.ew *B� MF�TFAP- d t - �JJ fJ0-f TIM @ '\AT yd;'�Q ILI t 4 GL�'f -T.0 MAT suD d rtRir.�. `• t+ � — IN*,vG Oft N _ # NO � DU'7g;0v CVI.0 `IllyA: NOO'H- dia alk cc NPiVH-ea jT H ( lop �jYMM61¢IGAy rJ Ji ^q•oyT Tr6 3 W O N VIA �e j T IR,,I N 6 i.ir W W U cc o - — — � O 0 CC - - IQ W 'frlt0Lt7 to I Gu' E✓EaY TN FAD 2 � I 5 �l➢ 0 J r p� � Cc o O '� ao y z 4 I "A'yt>U T 1I l.^N `'-o Q �Z-f ti F=2::P"161 N" �,d.Xa L I 7 5 F-- � * ___ _._ _ -_ A.I� _�_ 12 G s' 0 oma. *Z' 3' �„ . " z,4 1 CL I I - --- _ -T T w 1p_ O E3-_ m O (2�� F Z 63 12 o.0 E W-N W A'( a Q T PC= 2 60 0 __ -- — - 5 2 p _ ---- 0 .a P s p NO'r1; ,g a 2'' a-G, wl5 D• look. v ~n`�T -r"ro TFR` 't, F 4 MAT PILE CAP SECTION 'k- - le- LI-06-AlioKjo) 0AIIII\Lip ij�!MM6"'�IGA � APJD,1'f S 8. ��4 — � —Q DATE THE G t U'f 5 f1 i, �5r, Q �, � _o' 3 _'i��, ,4'�) I,,3; _G,' � 2`•(r'' tm � F.Q a� I_D• � �, _o ?�'-O" -- -- - ---- I --- DRAWN BY. RVItiPr, fool,a &ALOA� r �r-1�eY o --- ` -- ---- - ----- �I ------ - -- -- —_ -- - ..._ _ 4 'I RrvIS-0IgS Tc a, 6jg �..............,.... � _ � � S I GO ti•C, �a�.A 3 `9 C G. P,.IO`N vk III 0-c a a,c. I r N _ 1 � I I. •_W .� _v I� I_-� ,��MAGKENZIE/9AI TU►A9R OIATFS.PO. 1S••.All RIGHT IGHTy R V s THESE NZIE SAIT ARE 'NF ME V Of MACA D A .NOT 6 Alf IIIE TES RE M f I SAI AND ARF.NOT TO®f SED DR REPRO OUffD IN ANY MANNER F'Cf Pt WITH THE --'— PRIt1R Wart tENPFRMISSIOk.. e SHEET '1' r`•. I,�11, q. ,q. �G. tillI'•�I' 3 -0. 3 '-O` 1 PILE REVISION DRAWINGS 7 / 19/89 9/89 � NSA. FEr�rt i T NO. �a�i:�6� S8. 2 Or 87 �Ct tea• / fYP I RI-1s ICAL SLAB R � A"� � � � ,AN 'CONNECTION 3�4' 1 (_. {� Tr .2 28ass7 Will AMF TTF PRI.•A HIP•330e �yy,� ,,,......_..,w..._......:......... ..........u....-_......,-_... ,. ,).....�,_...._"�� .._....,.+..r.-....+—...-__.:..::.w+PLYrtiWYYw..:.'+'.IMF"' i,'+•-+.T.n•w'e•'.......,_..-.....�_�..w.... .«.........-ww..r....e._�._..,.. 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Ind/ - --_ _ W 1.4 x hl 1'+ W.W F. 11.1 ELFT ER-• r'1 z I L.J l /` \ I I I - TF;IGI ►1 aI�VE (3Es.Ml OF SLAD. (J W a, C�1:R PILE GAP \2 1 ' / I /-•-� �Z ) f Z, GvNGIZ.ETF C�LUMr.�r SEE- SC-N�.PULE � � cr ON SHE�f' S* ;g R- SIZE i r-e; NFOICLINCa. (n m 411 I.�U MIN. I S�1 I I / �� I S 8.1 y I - - 3• MAT PILE :AP, SEE si,4r 58.2 FDr- U-1 • "' 4 zc T1 ti , # I I W c�Rc I r.lc, w Q z W g l - - - ull --�_ -r� .uls1 _ _ _ _ — - -- - - _ _ z ENS I zr. I o S T - e— �- - _. _ .. - - - - - Al L F EE L■ET a.l _ � GpWGR.ETR SH�Aa1L.W 5 SH N a `n � `-'1 ° d c¢ ,( �_ _ - B. i ,, __F14 r uJ Q zpo -i ,�,.� �I (-Y �, a G6 !3 S. GotrsTrz��-r�c�r., �o�rl-r C ) � a 1. TPG=zS$.u1 --'' �_ - - �_' �J l e -- ! - — �I !\ Y a _ i •_ l 'I f //� i ( I I I I I I I �-c _ s_ t_ s__.• CTSZ�_-_� - __ / I �/ A, EK. = U)i 4 civ F" IIT F T { i I I _ 3 ram of Fo c��- r�G• S .a2A.DG P5Er-M RB�NFdRG�INCa� GA�r� r InduotJ} ,"iZIJURI L J, c�N��'iLIJGrIUN Ir I 10 -rt11G�ET�IC� ��.►•D EL�C,IE 3EYoNU `i leAI,>E 15EAM �L15-NAT10Q 2 C��ApF REAM E'LEVA710K1 6RADr- b�.M PE — I I, ExTE(Z oR 1 N N 1 II 11 IQ. CONgTR�GT,vr.l X�IN"r, FZOUG� EN O 6 S 8.3 fit- =1 -"!J S 8�3 /4 = 1 -O �j8.3 '•�/$ "(-� y4'' ,d,�r..� -- r�- W o W w v _ ac 0 1 1 a Q c CC-> - lip, � I : ^ Q w -T cn Iltk DzI I I W Y '- I tZ W a - — c5p -� !• I r4 T I Fill (U,� I - I of IQ - 4 ,r v i I: �..� J_ Q I-- W 0 z O F-- d z Z) -O tL C1-pR(?F�rS 14 �Mfn -r �r I I I r E HE VISIONS . MACKENt1EAAITO6 ASSOCIATES.PC IM,ALL RIGHTS RESERVED 'IIE':F IIRAW,NrF,APF -If PA—FP11 'IF V NAl.4l N2 L SA.'l'6 ASS,II All S M SAI ANIT ARE NOT 'U 9F USED CIA RF PRI? L'UCF LI IN AN.hAANNE A [Kr,'FPI w•"I•"F IA �1J PAI0AWA11TFNPEAMIc�„'NMV'A J..7 SHEET 88.3 P>=wrlrT r�o. e91166 PILE REVISION DRAWINGS 7/ 19/89 of (.► or 87 CONTRACT SET 7/ 10/89 Ic)BNo '288697 WII.LAME77C PAINT L 61P R 1306 6 '.. \.Ael.,ra:]..�YJWY +VH' E'Ii.,.yC+RCVIy'.1r aenvdYn'1r5:.i N.... ' 1 1111► 1111111 1111111 1111111 1111111 1111111 1111111 1111111 r1111filIIlllll 11111111111111 1111111 1111111111111111111111► 1111111 1111111 1111111 1111111 1111111111111,1 111111111111111 �..r�.r. $.,.•. _ `f° 1 I I 1 I 1 I [ 1 4 5 7 ID IZ NOTE; 1F THISMICROFILMEF) 2 3 S _8 9 II DRAWING IS LESS CLFAR THAN 1 IRIS NOTICE, IT IS DILE TD THF QUALITY OF TF[ ORIGINAL ` DRAWING, df 8Z 92 CZ 92 52 ►2 E' 22 12 U2 of BI LI 91 SI •' t l EI 11 JI • l 9 fl'i0I EI..' 111111111111111II1111111111111N1111IIIII11111111111:IIIgllt11111IIIIUi1h11d111d1IHloll I unlnulnulwdR.1111111Ill 111wh11llm1hn111uMHt:Ir1111111111111111U111111111111111111111111111U1�IW1�Illllllll111111111111111111111111N�w11llLllllwllul11111111UIIIlUl1111 APRIL 11 1991 ih•, ,.:-. .. ,.�.,..'. ....�,„ ,�,a.,. I..-: :y r.ja,. -'.v,o �,_.q.F., ..u7;'F'11�rS4 r .+ ', •-:.' •,' ,Gf! .. „ e 1 t KEYNOTES LEGEND EXISTING ELEVATION _ T � C G� Lby „ ;�•. x-J� ! S /� � ou CL r / PROPOSED FINISH GRADE r. • ii K 70;.24 F;xT�4Fs Cn �. s q , FO ►V p to T Q N 5 A`J � - O - ( EXISTING TREE "TO REMAIN" , EXISTING "TO BE REMOVED" rJ - w CATCH BASINvdra dam- 5 Q ; �2�d10� CAS ..A Q <.or vC31— �� 5 15" �G IEE T' VG8• I oZS FIELD INLET PA01O-4E :.X`7 +G L OP A4- 2 STS = s �oct �Ec.' o•r ImoI - 2' AC PAVING SECTION Z FGA~-NEIL AC. GAJ +•c !-- - -71cTC o�� rG °Ad NG W cr r 3' AC PAVING SECTION ]1 G u• z L Z W O to W W (J Oi�(&G I.Jf.7 AREA E EbX.6, >" CC O 0 co •+' 12 12 __ _�_ _-__---'' o A�o.i, A L.C,,e 5 5 rZQ A,"J h.b•2 �/L"i;-a (,) Z ---� N 11 _ N w 2 , v� cc 242 - I _ �� Il C8.1 - I I I� -*�-- ' ti9 � ti •� � 20, l.A�..►P�C.a.oc hrn,•..� ./�,x�,.2�L� W 12 24fo 260) _ 2� 23V TYP. < F G .2 3, Ii Ib _ _ _ � Z 1 Ib z 1 - - .rAtiD C Ap vk,21(- .,6 Ea �''_ 2/cb r 244 / -- -- - -- T - 2(02.01 I/c / \ -- -- s ` Z 12��A+�a�oQ�E2 Pa 4.01 12 o Z : u L IO 2 6 n I � �--��-- - -- - - - - ---- -- - - - _ _ -- _- - 2�t.ts 0>1 ¢' s}')-�--_ � I I� Z 2-4. ',(J PA KING �TRUCT69' E \ OFFICE BUILDING \` �— J . l;. . ' 20 \ ►� � � tl J �I 0 1 \ \- . F.E. 26311" { d — Qo C 1 LEVEL `THREt. F.F. 262.0' \ \ \ r \(�1.2' J I N \\rte \ LEVEL 11WO F.F.E V3.5' \ \ \� \ \ _ �y/ \ 181.331 LFVEL O I.D' I�_ -S?- - -- ----- b 26.0' 1 I` A �. ZS 01 (ip 0 4/ _ —T F r L ?�r+ A \ \ 249.0' \ \ ,\ ?Co1.0 �. l'S' 243.-15' \ \ �ir� \ \ tb.D -r (7 248. \ \ `' \ X64.9 I a TIC co:t \ I\ jS�\ \ \� \ I I I CC r Z p \ \. \ `` '- w Approved ..CITY Or T13AR0.................... .( (' 1V \ \ ' \ (. 1 \ \ \ \ V CondMlonelly Approved..........................................(-j� 1 I \ \ ._ --Q - -- I O -v V For only tho wo es descri in: \ \ a Q PERMIT NO. _ 31��..� 1 S I �.� \ \ \� b \ r (v See letter to:Follow....... \ \ \ (/o Tl � 1 20 Att6cll.. ... .:: ::::.::::::::: :: .c I: r \ Job Address ... n ) ___�- � r0�e \ { 245.0' �.1 ` Z6�. I I By; � 1 ` - 1 �_ 7P• L5! 2 4.5'Tc 4(/� D2a3 00 \ N t�Fi; I c+ IN _ 1 \ 22 0 �. 43.D - \ �, 2(0� �1/2aH U ' - _ - - 4 _ \ �� +Sv Ng 1 O 2b4 �5 ---� 2C, 'G, 2 4q ry �(o �� ?4111 + s.� ?s s� N 2 ab ? ?(rp ? .. ,moi ( ! ` ' � _ ` N ?• rCy- , - a c '' r.l. . rr. .ANNy � LooaDllrA1"E G4AD1�1G O� �►OJ��IJ? - _c,cl►►, a 0r.3 �•� .G• lYl L �, rE .:✓rw PRoPER" oWvlEa- `' ■JEFF � � I _ I A �. - WASHINGTON COUNTY LAND USE AND TRANSPORTATION rruLL cc Z.F. (" 'O x '0 M1 CM�NPF1*• ,P ulte.c MAY ( 'i 196A 12 v �x I��,�� 2 STnr>,'( APAv -��t�' >3�1�ol►�� — �o rel pdC,'''�'Oa.�E� __ ._____-_.__--__.__ •,. , I RECEIVED .06 N N � 'o'A� pAGt.+L,IJ Ca �I�.Ik•TJ q.i 20 _- b" to'A L Po.�.rG l U Gr �► C2. 4 SITE GRADING AND LAYOUT PLAN 1 1" 20'--0* PERMIT NO. 891266 North SITE FOUNDATION PERMIT MAY 15 , 1989 � 288697 c _1 Of 87 »+*...a+.nr..r....»,....w..N..MI,..MMAI._.tll,�•n.1..S:'W.N.AYI..1.1/:•-+vNwV.a. ..!/.. +e.wN.m.sM.M1,! ... ..:,I. M.K .• r.•n rrnlre tlr•A1N1�A Y 7M/ " 1 1 1 Jill 1 I l l ( l 1 1 1 1 1 1 ► f 11 1 1 Jill 1 III 111 1�1 111 III 111 111 111 111 111 111 1,til .c,e,; �#cVrl�.-. . .. . -. ..� :'.,..�� C• ........ .._�— —"— irlf�isa ,..,.. ,.:. ..,..,.... -..�...�... - - ' I _. Illil��tllltlllti11111i111I,t11111'Ills{tIlI11tI11tItIlIlI1'1IIIII'I fiI I ` ! t 1 ( I I I I 1 III I I I ( 1 1 I ( III , I I I I I ( I I ( { III 11111011111111 �.......__ _. ✓ r 2 3 4 5_ 6 7 8 ® I'0 11 __ 12 NOTE; IF THIS MICROFILMED r —�~ DRAWING IS LESS CLEAR THAN J THIS NOTICE, TT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Ot 62 62 L2 97 S2 1PZ E2 22 Z 02 61 111 LI 91 91 *1 Cl ZI II 01 6 e dJ • s i-� f z 1alra Iql{unhul{nnlnn{Imllnl�nnhmiW111u1IllNhlu�unhla�1u111a1�1ulm,{uIIIUIlII111�11UIIIIlI1tUInI11l1I1I1111I111,IIIIIIIIIIIIIIIIINtt{IIIIIIIII{IIItII111I1111I1111IIIIIIIIIIIIIIIJIgI�Ii',:.I�il{1111111nItNIINUIN11IfWiN�l�•--1�I111�1I1111I1NlII1f�WIUN • .APRIL 11 1991 R„ x . .) :+ ..a ''.,�, .,.. .TfT`'rya.,. r1p1'�<d',. t;.I• 'L IL?' ',4=:� I. J -- - . w..r.-. eek■ KEYNOTES ( �' •'D i2 FA Q aL NJ!.� L.E,/ t i RO I"1 la ,-Q G. 2,5'Jf'a F02- PA,2-g- 6 -avE� - �QT,orR1 ��4, ,�s•��I�A c�E �,•o�+5 6' ' Z n �CRJ�+aED Rocs. < 11 0 x l �Er^o,./E 811 �Aij, hE.jE2 4 I,A�OLAL. Cf) _ �+ SAG W-0 1... Cf) ? a a r Lli /• g `a Rtcr'k��E �oTOR^'1 pQA IJ-DC.Ir_FL.6. W < w s, NU LL� o.2E101/9 EXI10T1 W(z &01- E1 2q �,I�-�� __._-- h. P� N O bA C-K-OrI L-I. �KsL1.,Co 0+GP Rc]C�-• LL1 ZOO D ---- - -- --�_� i.,/CILLjr.+• aEa 20,�L < or ,/ br2Ear�(�IJ EXI�vTIIJv �E►.IE2- Q5 5.,0..1 r'IATr-rl EXIST P PE 4;n,X R 2.106,L. t:,c15T• 5.5 .,I� q P b�8 `5° f3EIJD b.l/Tr+ ..��" RIMa2�v 52 �•r�9, , ,� 1CEMBASSY SUITES HOTEL LL wa�2 NJ EA�F-"F-01 REGI.. IE(u)•4'h3. i,l GvJST SGT �1®' MN I�SIE)TZ ►�4. ''tiQ _1�`(Exl5')' 1Qtl,e`�' � ..`��' �7 II I r20vivm X05 ' /E 72A SAGE U w>Zor-1 z Z z 1 S_ NITARY SEWER RC�FI�.E uj C2 1" 5' VERT, 61 w � ��E _- \ 12.8' �,Tur� Fob P,,.vG Rao= D2A � V RIr1�2 -6ChIS RI, Q .ELIG¢A DEtj) �— ___._ ._— - -- --- ---------�� --- J�'Of� 5 'O F(�C:�""1 �jl.OC., 2. . �0,4LU 1 - 20 HORIZ. N Be2rr 33" W 159.70' / E 12' �� may$ ,-1L 4JLd PE. {l_ `� i vER F'f IE pR�dr�r.•rp � cn TEE,VALVE, E F ILE a G- �.vLJT �" Dlq 51_Ef�/E i�17d '�. 5Esi�/iGE v,c.uk.T. SEE DiT. b/G8, rr�� °` r�(S�F�er, VJ c ~ I ^h Rlrl 2(1i.GT _— _ __ -^ - 14,Ib�J'A..VB'"^Jx<o1' rE-E �IALyI= c CC m jE luj/VLIT= 2'18•d3 - /CbaN'rA5 �M C .e-. 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I I I CL I 1 FG=2��.a — — I �, � ' L / C? CO. IAII-I: ?�2.yK� �.,� i i =258• G CAG- SIJEX �.1(3 '!N 1.•• 11 I I I I ; 7(o� p�l 1 Eu I 1 Q i IEC0)-2-25 3 l - co • I I�{5 )=23�>.�5 •• FG=L�� '�' RII'I :25i.D(o ••'4P1 I 11 li ��w Lu I I 1 r I n Q .j APJLJS RIS TU == L�i. Ell..i=2�3,5(a 661 I �� 1 X I 1 m O 1 I L•4 01 6 K•O tJ �L QE).2<3. !o o �, I - EE+I - 1 ; 1 c I U) 1 y, T � r ll To Eas LLJ 1 - - - - - - - - - - - -- - -_ --- - - - -I - - - -- -�t� - - - - - - -- - - - -- - - - - - - - -- - - - - --. - - _ 1, I� i OWNERW 1 F!; ' I ) _ • _ I W U I, •� E-E2 �5= 1-� C-FL A.PT�. "O .."- J�v �E=' 11 I 1,-. , CO i'a �. I.O G^T E P�"� I.JAT F� N lie , .�"w �c�1 �'��R�� V • •p••' I I � E�-oc^ E D WA,Y 1z T r; CotiN, To Exi�T. 1 (©`� uAT�R OfST� 1 l`• I � 1 1 N B921' 33"W s I �a�e.e...w��a�—a>_ e� o>_a'a1a>_ a�■i ea>_1•a1•a>•�eaf_ -— I�.1TI hJC] I` II- N 8�2,' 33" W 580.99' 1 - _ —-- 2'S5. �-I , 9X14,- �1C� �F-R\/C`L "eW AF1A%*T1E� ;2660 +� I.iEL+,ate -r0 E� 7"1•�We -� v�F \` IF{ti.l E) 23(..: o ET �1 �,GR�/GE y. IJE y'o A �1�2�`' El.lTrc �CQ F� �aGiC.�lz of ErciST• I.In"ER 1 ESD 11J1. ("D, G�-I E,c 5T. PIPE •i ZE 1 ''1A-rG� A-1 P21U t T'o C0-- Hca uc- oW, r-�. MITA //'. •c..I y. . 0. ri �l l r-j r-1 3' e�W,c(;)V=Q. FQo�-ro P ree.E_ Er 1 E 2.41.co 1 �eRv,cE TO PA 12 IjIL!TS O� PIpg)�'A,`' ¢Ec,y- ¢_ �L�COI'•�5'[1Z1dG'. JIJ \� i';.a�, •,�'^� '�, — LEGEND I NEW EXIST. 5- 15-£i9 . NOTES ;1RAWNBY Sanitary Sewer Line w�� - , . ALL WATERLINE CONNECTIONS SHALL CONFORM 10 TH1= STANDARDS AND REMEN'15 OF 71iE METZGER WATER Dlril'RICT. THE CON-f1iAr II:1R Storm Sewer Line naeannl/111 ............... HEC ED BY SHALL BE RESPONSIBLE TO COORDINATE CONSTRUCTION ACT I V 1 �Y, d G L INCLUDING RESETTING OF THE EXISTING WATER METER 'TO THE Water Line - APARTMENTS) WITH THE WATER DISTRICT. 'l -- 2. ALL WORK SHALL CONFORM TO T;iE l;I TY OF T IGAl1:D STANDARDS AIJD Telephone Line VISIONS REQUIREMENTS OF GOVERNING JURISDI'.TIONS. " Manhole f� I. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE LOCATION, HORIZONTAL AND VERTICAL, OF ALL EXISTING UTILITIES AND Catch Basin € [ 1 IMPROVEMENTS PRI IOR TO CONSTRUCTION. NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES., ALL EXISTING Cleanou, --� I UTILITIES WITHIN THE PROPOSED BUILDING OR PARk::ING STRUCTLIP..� - SHALL BE REMOVED AND EXCAVATIONS BACk::FILI_ED WITH CRUFAIED Fire Hydrant ---C'�F ., ROCK, COMPACTED IN ACCORTIANCE WITH THE SPECIi--ic TIONB. - ca � � - - - O �� V. ,IACRENZIEIIAITO/AMOCIATEa.PC 6. Or.. 1911 ALL RIOMTaI11M11Ya0 N \ �E T�iJS~ �� , Ac. Aq1 ARE Sk) PROPS NI I'.:f `rA�IU■A$Sll(,r A'kS RE M •,Ai ANO AR N01.p eE USED;. 11k Pd0 _ •1111�,1N ANT MANNEN E■CEP1 w1ix1 T1+E FIRE pEPA�"'`1E�+ � "uwRli tEN PEAM14S10N(1tM 5A Co J v EGTI o {i I 1 SITE UTILITIES PLAN C2.2 -I} ! I-.RM I T NO. 091266 f� North 0 rj, SITE FOUNDATi7N PERMIT MAY 15 1989 wnl A/nk-re nn1N� ■R r■>>nn r� — 288697 MISSION! ., _ .. "MAI _ ..,_ ,.... _ _ -. -. 1/IE/1�YWaeer.wi-.w■w�■ Ye�r _... _ �.� 1'" 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 111 --.r,. '�� ,. ,'Iltltll � tllltlt � lllllll � lllllll � ► I �IIIIPIIIItII � IIlI111 � tIlilllJlltllll � l ! Illt � lll'Illllllllil r. NUTF: I F THIS MICROFILMED '+•' I ?..._. 3 _ 4 5 6 T 8 9 I0 - I I -_ 12 DRAWING IS LESS CLEAR THAN -� THIS NOT:CE• It IS DUE TO THF QUALITY OF IIE ORIGINAL ` URAw1Nr• OE dZ 9? LZ 92 SZ bZ EZ ZZ IZ OZ 61 81 LI 91 51 Irl EI Z II GI 6 9 D S -- .ti_..- E Z 1•'•'"" + I - Ilninnhn16N11NIINNlnl+hall►NlbnllnnllnlhnlhwblNllnllmdu�116N1lunhn11uU1nuluu!nNlnnhullludul�Innhulltnlllanlnnhluluubutlulduu�tutbtultutbw�quluu�nulu111nu1ul11uuhw�t�t6ulluuLm6u1lttuluulutt�uwlul► � • -- - _ - APRIL Y 1 1991 04 .. OWN 'm 11 1 • � F � •'- V.4ai«IM•,.A.YM.1-1-.iflM1:.'byyWa.,.y'.. . 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MN K5 �,y-,\ K� ,C�l p? �� \ - •` '' ._� '- l� 0 I I z - + C ...�G. y tJ 1'T.-1 P_y J E�.1•V 1:12 I~...t��_-_�„�.. \• _� _ _ r." i i 1'A:'•�/ �-�[=.1/IJ C=_F? -. « ll u�. \ ��4trl c 1 h 5 _. _. r ttt I �\ w v 41 < 11 ,, a E r0. J O — �4 / �• .. , _"1 ._• w.a...w.....,,� I : "-'' `�Y'/�IJUDN 1 tv l , la W 10 cc o 1- N I \ 1` O ca .• 4cn rr • w 11 !�' \ s� L'vV U O 1 ., ��.._.,. _�—_._- c-----•---\._..._—.._�_.�_�, ..� _.�--. _ ,a..... _ - yt"- a: _ � ._ � .. ....—.�_ ��---^--.,,. �. _ '�� - -�•- I.L. _• E:Kv1'1 \� � ~ r L ba '� `'.,r 1 'x ='��' A -t' `>> F A',F ?4�N 1 _ .� (L U W ---+-1--- --f r. 777 o II; cn�+ v� (� W }- i Z X'of-'NAL_-T' L,k>I vl WAY, 0 � � 1 - 1—._J�• I ,. .... x r A .S X x \ I 1\x k .lt. �. •\ .y. I M �r`' I ` TJ' 21' ✓'J..�.�/ r�M ap,` � P^ OM 1' 1 �� ,. > �,� 1F• i' A� h.. ' ,, ,1• � � �, ( '� ^\y �V •' 1: .�' � � 1 ' S �'7 w . r, � (l �\• � f li I•� 1 N � r`{ L,,� rJ� ,N \ , +•+. ,. (v r, 1►' ;1� v I--t-7C� • ` 2/ 13/89 DRAWN NY � � \ \ � \ •\ \ \ \ \ \ ` I I ,�r � ` �.-r•-<---�—�. --�'•-T,"-T"` - - •--C-�-C-•-C'•. �•-. -„__._..a- �_•__mac.,.�_.—._ -.�....r-'_� - c � ti...- -. CK 1 \ 1 aw,All POGNT2 RFUPVED c MACIIENW SAItOE IatES.►C LOmao N',1. '.r SF 094Nn 4p1 A11[ tN( i«N•1}( -.«! A 5410 A 4SSi)G141[S ►C O ' VP ` tNt � 401 40 M 119EU i1N ' �O ��0 iM ANr MANM�:N EtCE.i Vn•r�1..! YL !! x,+11 wNrittN►[A4'SLON ODM SA - ` :1+11T � � ,�y z _ 0 0 •,` 1-- z x W a'3C� W C2.3 I NO. 991266 r+t...te.a.r.t ��MYYi'�,1{!«V1alNYYOWA.w1f t!f Q C.7 V 1+,. - - .11 .•,M••.fA♦lrl.Y9'+MrM�bw7,MY+"Y-MY►. OF .r_•. i Iwt�1A.Iwr 7 OF e7 SITE FOUNDATION PERMIT MAY 15, 1989 2£x£3(:;9 r wu 1 tMEti[MCMI L V►�liPr � •••w,.. .„.r.eYw..r...._...,,...+a.+...,., .. ,�•,. ,.•..,.,._....vw, -.a�rew•,-: '.Mwswrawa+-...�.�.wws.Y.w��lw� wrwwrwew,wn ..r.„..__...w......,•.,...wr.-. .,.,.. ae...,.,.:,,v, ..r.,,arm.,,... .. h s I 1 - ..._ ..t., 111�L I(l 111 I I r 1 I r 1 111 f l l r l l l 11 1 1 1 1 1 1 1 1 1 1 11...,,.,.... .,.,.-._ _, r.,.,-,,,_.. �..,,:...... �+1�rElrr�tt•'nw� 1 ...a,......_..v�..als..r,:a,�...,.. - . ._.....:..,__ _ -».ww.r........r.... .+...e.._...-..�...,«... ,.. I I I I I I I ( t I l I l hj I I � 1 IIIIIr1 1 fIl 11"�LI.I I III 1 1 III 1 r 111 1 I III 1 1 III 1 1 111 1 1 111 1 � 111 1 1 III 1 I I�1 1 111 ,— • 2 3 4 5 6 7 8 9 1110 II 12 h NDiE: FTHHIS MICROFILMED r Y DRAW)NG IS LESS CLEAR THAN THIS NOTICE, IT IS DUF TO THF QUALITY OF THE ORIGINAL y DRAWING. - oE 6? 92 Lz 9? sz ►z Ez zz Iz oz 61 of LI 91 sl frI el zl 11 or 6 9 1 9 � • 1nII1n11nnlunl:ulLnitnuln 11HuluuhU1h1111mdnulu►lb1u111111+u1h1i11nuluuluUluulunhnllonlnnlulih�i-IlnuGol u1►I+nIImrlllnllluluuhudlulluub111611dtwbwluuhudwlhnlinnllmliW�Il�u�utlluulwtl�I►Inulllu�,tWinll APRIL 11 1991 1 � - -- - --- --- --_._ - , __: - \ - ., ter• ,TAPPAp-b r-IAO- u L14,- �d6�CORf?UbA7ED 1'1 f TA L_ -- - - -- �- StAIJDARD PRECAyT 1-vp 5,.A6 PIPE 14 6A. ALUN►INIZFn FoR ��)' �r1f I'1AI.II;oLE 5TEEL --- �Avl I N(a. ATE P6 OP I2CL d Ob FAC.ToeY P_AWATPD j 0, R15ER- >FL11e11 ��.�, T� T�,P cf) Q 0 Off- F'q- IY I C IU r O T. w GvrlD.� 1QsJ -�lEL[7 ALL JcI1JT5 0 li - IyZI - 01 6Ay� GUUF��iE ,.�►I..IC'�.Gi►PII.JC� (�A.�/1W(� x j,._ w - VLAIJ GIM. 0L_A.N0!M. t UJ uj un v {lAVIN(,j SEE DET I/CB I 1 IIp OI �� 'S' Q" MIN --. //.__ - s .X iGL I� L� ~ a _+ d - ..gNDS(.APiNC) GQ Lx .UD 1'L" -i`\� =y t0 ✓ - v�a I d G O I�.Ca. C I`•'G �• i _ 2'1 �- v01!JTy QD Ipl•a 17�gG. M ALUMiU1ZED STEEL f N N 1 0 12, I - I RADIUS wO za -_ � cf) cn II. I-r I- Iilll' I IJ I� - I Gu(L�� 6+1'. OU) - � IM7 ILIISUgL�Ra►DE - - - - - - � � b� (3EDvl►lC, MI+JIMuM W AG PAVi G- F_xI- U rF_ r <_ I�-I� 4 DoT �� _ S cr1P Iin,ldda..E PET'I ::uRP.:;' iI �-- G� IV'j . -1 Lr iLdTT ✓ _ I I ZI � / UJ O cn -- 21- 41'E Z•, G.1. (aR4''L / , r' W v Q . I Z'� rnr-+ate•- t�a.a.� �►�'(' cA LJ Lx PIPE I►JTo I-1 U b W ----- .- _.-- F✓A u I N Ca I s2�>� Y�1►M E �. G.GTI E2• o SEI= DET 21C8.1 CUr lG,��1•� GOl.LA1L - /4 RAD I Ll�) 6i l-I J LAJ h.i, L A,nJ 1�4 C+ F- w�tRE fL.�.ti� m E�i'�T�s AS� L.T INE1.1 A`aPHAI.T e ---> aVRtl:I- FIN1hh - .O ('� c�j/ I (n RF.�Ic?WJEtSTC� GURPa . .� /�' iii I �' W a Z l h t'1[aTL.H ASPy,-LT C r=, i-,TL, 1.� �' �" _ �jis�,LFIL"l. lAI-�DSGA-r��` saIAEA -4( 1 _ Aui Y ��I ST I� I►sF�wy / �v 11•I Ca 'L LAYS Rev t�L 0!a �I I I I I I I I I L I I i U -2 ISI U-- ' 3 I _ - 7 t/ � III , \ 1 SEE PLA1J� ___ - - - N - STOp.�1 02 �r-11r/►R`� N_ I_ _ - •R-AI.+U�A(t I I -� I; Ill w F" .I.,, 2% ,�� P1P'E -��c� pl�l`� Flo 2- �IIII _ " � 'VFI�I►-•+C� M..TE.ILI..L -- ,-� � .____ a I a G u Pad SIzI�E 1.G1GA•Ttp1-I - it �, - - �'D�M oft GiNJ TA `s 1 _- --'� �_ 1/4. f�, ---rI ALL "E-L.DED cotJsT. Z \ „ I� _ I \ P' Pt. &SSE '1=( ZI F-09. = I I ASP►iAkL.`T L`MULIGI 'TED r-`-P --- da ' S �o oGPK.f+�`� AND O GbA o s�•�-1c :JT I4& 4Sp1(o.�.T - a • 9 iplf j -- II - _ / - br►' !� GplJ�cceE _. 0_ SII - 4j1GRAIJULpGL bA�iE GOUIc�E P, �FIw I q,j y�. ` hlpMl 2-0 GOr'E2 of ALL PI Il. ��UE GRADE - I � 11111 DRJVE c�REAS• USE c.1 FI PE ` UNT1L" M1s.l do/eR K. n..re-II,/E- 2. ,/Ep Z. ISL°' L`f►JGH '� ,AS(�►-IP`�-T--G 1st G U T G U I�- �,I�� l-�l AL...I� iT I oIJ -_- C6-�A►�: ti,1• I© �_'AN l iA�-1� r2. �l I-} i i�TA L I I C:, 74:;►--I �,c�,�I N � �T�I l.._ f-1atioLITHIG. v T �{ v,i� . I m 24 < tLOCAL FIRE OREGON STATE LOCAL (Coon w a' DISTRICT HEALTH DEPT. AUTHORITYEACH ArtEA IS � OFCONTRACTORS APPROVED DEVICE STANDARDS ! TApULATED TOTAL AP.EA 2S 23" i.i.i -�� NO REQUIREMENT - Cow6, I ON DSSTANCE - -- -- ,� r c i --O,S.H,A. / 4"PLYWOOD OVER 7 -I I APPROVED �� i MIN, , v cn \ J7 LADDER/ I FACE OF BOLTS SPooLFLG."PE STANDARD COVER F.D.C. TEE PUGGED CR05s � PLUG OR GP PLA�J VIEW -_- RETAINER GLAND F 30 a FRAME a COVER �ctoT�a. - 'f' FLOW T �L� Liazz NOTE LiD CENTER MARKING SNAIL BE „W., �F JSED F'Dq WATER -`K•• Olr12' MIN._- �I r f II -�- THRUST •• -_� A - -- BLOCK .� 1 h Pi_AN D''D 'IBE`1D PLUGC;ED CROSS A2 GRAIN TO DAYLIGHT PL1I�GED TEE G" THRUST BLOCKING DETAILS ;RouT \ RUHcs�2�ocH �p�`► NOTES: FINISH • LOCATED ON VERT. , r'IGrL'a't.� .••� ?� . "' _ ��i��\��./\ \� .. SIDE Of MANHOLE, 1 /\\ I.CONCRETE THRUST 9LOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 911ADt�. AW-0 CITY OF TIGARs, REG; //�/ /� \ WITHIN 24" Of • E11/2' COVER AND FLOOR 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3'MI osBY 3. THE REQUIRED THRUST BEARING AREAS FO&SPECIAL CONNECTIONS ARE CLEAc 03BY ANC SHOWN ENCIRCLED ON THE PLANS; e.g. 5 INDICATES 15 SQUAP-E _ ONSHRINK FEET BEARING AREA REQUIRED. • ; • GASKET---/ GROUT 4. IF NOT SHOWN ON PLAINS REQUIRED BEARING' AREAS AT FITTING SHALL LS PC AS INT)iCATED BELOW, ADJUSTED IF %ECES5ARY, TO CONFORM TO THE • TEST PR-'SSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED • 4• CONCRE TT EXTENSION RING _ -- - • ��% -1t� IN THE :iPECIAL SPECIFICATIONS. 0- 1�- gg �\ t# •. • IHSTALL A9 REQUIRED TO BRING S. B6ARI AREAS AND SPECIAL BLOCKING 4TAILS SHOWN ON PLANS TAKE MANHOLE COVER s FRAME To 1�LI1 - g" • 12•MIN �, PRECEDENCE OVER. BEARING AREAS AND SLOCKI% DETAILS SHOWN ON • � DESIGN GRADE - MAX 3 RINGS SUMP THIS STANDARD DETAIL. OR 12" MAX MMH _ AP, yr AREA OF THRUST CKS IN s T. • ECCENTRIC MANHOLE ,p rSIDEWALK y' �'' ' TEE, WYE, 90° BEND TEE "I "'• P' PROVIDE 4' DRAIN TO FITTING, `� • JEFF DAYLIGHT oR PLUG OF PLUGGED PLUGGED CURB �SIREET SURFACE ELEVATION -- ' _ �•) SUMP PUMP SIZE CAP CROSS ON RUN 4-r BEND 22'8°BEM) 11jOBEND - 4B•-- ZOACKWA..ER A A2 _ t i VALVE ACCE;SABLE 4 1,0 1 ,4 ) 4 STANDARD 4B MANHOI E RISER, �- ► ALE( ) _.9 -- ' S 2. 1 3.0 4. 3 3,0 1. 5 1.0 -- � , 3. 9 -5. 3 1 . 6 5.4 2.9 1. 5 1.0 G" SLG, x M J. GV. D,'. ;- - �T CITY ✓AwIL"r r�_ �Z 1n 5. 9 1-_ 9.4 11 .8 8.4 4. 6 Z.4 i . 2 • I '••t ' c�• ..,.� r ..A.... 12 8. 5 T 12 .0 17.0 12.0 6. 6 3.4 1 .7 4• WIT N VALVE BOX -- --- -- 1. - - RAM-4FK .1p,NT MA-EPIAI JR la 11 . 5 15, 3 23.0 16. _ 8. 9 4. 6 � CO'�ER Q EX1 FN510N l0 15.0 3 0,0 11 . 6- 6.0 .0 • EQUAL - 4LT GRr-, -_- - - ET 19.0 %.0 8.0 7.0 4. 6 7.6 3 8 • MAI, TYP . 5 33. 3 7.0 8. 9.4 -4.� - -- _ 34.0 48.0 68.0 48.0 - - -- - -- 6, b Es" 1 ' �•+ ,6- 1"/FT SLOPE MAX - - -- - NOTE: . •, -- ABOVE BEARI NC., AREAS BASED ON TEST PRESSURE OF 150 p.s. i . AND AN A % --_T ALLOWABLE SOIL BEARI`JG STRESS OF 2,000 POt'\DS PER SQUARE FOOT. MAC."ENZIUSA,TOl AS50C,A'F; f �-r - TO CGMP,'TE BEARIVG AREAS FOR DIFFERENT' TEST PRESSURES AND 502E a • • • -� IysyALL RIGHTS RESERVED BEARING STRESSES USF. THE FOLLOWING EQUA'TIONs BERING AREA - -�-- ' -• • • ' . . 6*MIN ,IX-A,;'77:.::;!''. ice'•>71•;;''rc`T MJ, x PLG. TEE �, �: ( a•QOMPACTEDrRAV. �a __- If `� (TEST PP,ESSI'PVi 5C1) (2660/SOIL RF,AP,T VC: STRESS) x TABLE "v ALUIF) . e 3/4•-0 AT *-- CONC'RE-TE 6"ss IO'tAJ HOLDING SPOOL OR 910% COMPACTION ` BLOCK -- NOTES: I, POURED CONCRETE BASE - 5 SACK Mix, 2500 PSI AT 28 DAYS ' � • FIELD MEASURE 2. FORM GROOVED INVERT AND MAKE SURMACE SMOOTH TO 1R T - - - --- LIIN, 4 CU FT. CRUSHED ROCK AVAILABLE FRr,,,� PACIFIC WATER r � Ec FLOW AROUND EIASF FOR DRAINAGE WORKS SUPPLY C8. 1 PORTLAA D, OREGON � Y-L.-,) T o�T�I �� f I �� ✓A �-r ,l E_ AlT- t_ _ -H U bT ��oC.K I �,� O�Tal �.� I � --- r'�N C)L E: ��Ii SIJ �' - - - NTS PERMIT NO. 891266 o OF E17 ti SITE FOUNDATION PERMIT MAY 5, 1989 108 NO 288697 r IA� Odom ;�•' R I+I'Ilill'111111I+I+lEI+1+I'IEI I�I�i�lI11lIIII Illli(IIIIIIIII �IIIi�) IIIIIIs IIIIIII VIII) IIII111 +11Ir'♦IIII11lIII+I+IIII IIII+j+I+1+I+1+ +I+I+I+I+I+I11+ 111�+III+I+�+Is +III+IEI+1I+�+11 ,... ._. _,_ .. ' Am roftflAw- RN NOTF: f F THIS M ICROF I LME0 ��` I 2 3 4 6 T Q 9 10 11 -12 N DRAWING IS LESS CLEAR THAN THIS NICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL ' • DRAWING. _41-1111 _.-__�- _. _. _---_ -•-- ----- _- - - � OE 62 92 LZ 92 92 ►2 E2 22 IZ OZ �1 �I LI 91 •s1 b11 ICI ZI If 01 S / 1 9 S r r 2 Ie.•A•. ti ' +n+tiud+u,lu+dmlhnlhnll+IulnnlunMlulnlllnl►Iuuln,�Ill'llim mE1nnIHIt�111tI141111111I111111111I1111IIIIlI111111111I111t�1111I1!IIIIIIIInulnnhnlhwlElu�iulunb,ulwlluulnulnul�wlnE1 - ,EII nnlnn nnhu+InRlnnl+n+hmlutlhulillnll+nln++l 1r APRIL; 11 1991 - ' ,. . , 1�Acur a 1aE _ '*r•rr.� . 1 i 1 vq � I —-- ---- i 9 11 KEYNOTES r-c °' rar-a _ , 1VAULTED CE ILING. 10.-0.'-t ?4 � - ---- 2_ — _ i'-a' ra� G CONCEALEDFf (t. DOOR. a.-O" '- ' Iri- e'-o" e'__ _ � -0 -o (2)EQ.SP (2)EQ.SP (2)EQ.SP 414, (2)EQ.SP (2)EQ.SP (2)EQ.SP 4f 4 (2)Fq.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP 3. PEDIMAT WALK OFF MAT. 2'-0" _- --- 4. FULL HEIGHT WALL. O `a N n 5. KAWNEER FA-SET S.S.G. WINDOW SYSTEM WITH TEMPERED GLASS do LOW F••- LLJ U c� r+ I 14 I I I ! t SET HEADS, EACH SIDE, AT 6'-0" O.C. IY o 1 _ � E. FLOOR DRAIN. 1L' -- -_ r �—— -- -- __-. __ -- K 7. KAWNEER FA--SET S.S.G. WINDOW SYSTEM Cn f 15 20'-0" B 1 4" -r-3 3/4" ENTW _ __ �. W LLJ Y r-3 3/4 8 1/4" N / r : c 115 FIs to'� 17 N O W Z-3 3 " O a o uj (n rLLJ r m O u-) I o o /�� C 3'Z d N i - - --- OctU - - ----- O «s .� (D o 0 t roO)a� !► 4 IDLLJn W_ `— F4 10'-0 j ' <8> S F— L1 G - __ - - - - - a - - - --- I I _ -- - 4'-o __3/8" W w Ir OON�A 3oam: _ V �J n N FEV cy 1/) 3'-1" 4'-0 1/2" I I I C y /1r� <I I ( , i- TELLE/EUX.F100_1I I 0 °vi I 1 F2 T I. I I lOB I I = e L` m I = In w I I -- _. _ _ --1+!LR- I C \ FEN Q N Q cc cc 11J i4 ` /-- d 103 L i' 0„ •� Z 6 Cl �_ 1 I I� .__ uj 2 - � cr- or E___• ------ IMMKIND �fN d �- -7 �� -... =-- - + ............. uj U z io do Y - '-^ WALL LEGEND nm _ p � OII 1 a W 1 HOUR WALL —__� 3 5/8" 25 C.A. METAL STUDS AT 24" O.C. WITH 5/8'1 TYPE 'X' GYP. BD. EACH SIDE, LAID VERTICALLY OR STAGGER HORIZONTAL JOINTS ON OPPOSITE SIDES. FULL HEIGHT TO STRUCTURE ABOVE. (ONE HOUR WALL) ! ! _ O to LFJUSE --_-- I 110 „1177), I r----- 2 HOUR WALL ~ s oo I 8 1/4" bl 3 5/8" 25 GA. METAL. STUDS AT 24" O.C. WITH (2) LAYERS 5/8" TYPE 'X' z 1vaaD 2'-33/4" GYP. BD., EACH SIDE, LAID VERTICALLY, STAGGER JOINTS (1) STUD SPACE. FULL HEIGHT TO STRUCTURE ABOVE. (TWO HOUR WALL) <()> --- OB b n j I I � 0 CL J , In 2'-3 3/4" o W 8 1/4" I }} I 1 `1-2'3 3/4" T �, to - -- R �� W 0 u- � t I I i I I 4-�(('2)EQ.SP (2)EQ.SP I I , I �` 20'.=Q.-.- ----- -----.20'_0"____ ,�. .. I o'-8�4" �, t I _OII 3 4 S 6 $ 9 10 11 \ 0 O MAIN_ LEVEL FLOOR PLAN ---- ----- S�r 1_011 DAIL DRAWN BY: KVB CHECKED BY: PEVISIONS: I MA(XEN11E/SAITO•ASSOWATES•P.G. 1989, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF A6) ANDkQ4GXARE NOSAITT TO ff. USED CO Pt; EPNR0 OUCED 9i ANY►TANNER E7cClRT WTN THE PRIOR WRrMN PERMIA§ION Oi M/SA r;E:E:1 �• A2 . 1 NOT FOR CONSTRUCTION - FURNISHER FOR INFORMATION ONLY of PC-...P'M T.T I\IFJ. 891.:66 _ ')B N0. q of 07 SITE FOUNDATION PERMIT MAY 15, 1989 ! 1 1 ► 1 I 1 1 1 1 1 1 I 1 I I 1 I 1 1111 Til I I I I I 1 I I ( I i 1 III I I II Illr Iltllll IIFII)I tllllll IIIIFII Iitlll, 11F111F 11FIIIF �10 h!'CTE: IF' THIS MICROFILMEDDRAW3 45 8 7 e9 11 _-"�� N y THISING 15NOTICE, IT ISLE SS DUE TO THE QUALITY OF TW ORIGINP, DRAWING. OC 82 92 a 92 S2 it E2 22 la 02 61 91 LI 91 SI til EI 21 II 01 • � � 9 4 ► f 2 IO1D'" - `'~ ,►II�ullhnl�Nnhul�nF11F►F1IFFnIonIIII111111ItIHlnt►�Fnthn►{taduulwnllllllllllllllllll(I '1I11111111NIII1t111tI1�NII1�II1111H11 t:111HIt�I11111111It111�111IIIIIl�+11111111�1111I111111111111111111I111111111IIIII�IW1�111{WII�UIIIIW�III�IIIII '- __. . _ APRIL 1 1991 _. . . » . .._ ,. :.. �Q ( .. .. _ .:... ,",✓<, 1 ., ,. .'r .... n. I. _ I .. A.. x91 t - "I^ ,- <. _: .. Y w :� ti" .f•.11:. !! Y^ wooIDG ... .. ,. .,, .. .,- !i" _. s.. ,.» , .r,,. Y ,Z.?'rea V:....m. ni F, w..p-,w• w . . .- „. w. ,.. .. ,.i" I r `R .:P .. .... .. _ .. , ...-. .,.., ., ..v.. .. "@ ,... .I 9> <05 Q3 4 s 6 8 9 .9 11 KEYNOTES 1. CHANGE rl CEILING FROM VENEER PLASTER TO S.A.T. r t 20'-0" 2. VAULTED CEILING. 011 2-d' 21. I-(Yl 01. a. .1 a. 0.1 -0.1 0 8'-0"_ A.7�_q. W70" rL z-081- 11 3. GUARDRAIL AND BALCONY. 81- - 9--Q 1 rW L (2)EQ.sp (2)EQ.SP L J)L Q.Sp (2)EQ SIR (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EG.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP 4. SLIDING GLASS DOOR. (2)EQ.SP (2)E (2)EQ.SP 11T 11T Uj 5. FULL HEIGHT WALL 3 6, BALCONY DRAIN. 4 FLOOR DRAIN. LJ -T- CilOK , 0 - _ --- - - L 8. KAWNEER FA--SET S.S.G. WINDOW SYSTEM WITH TEMPERED GLASS & zw LOW TEMP HEADS, EACH SIDE, AT 6'-0" O.L. 14J W CD (L' (V z I- w In 9. PLANTER. • LLI < ;1_ 1-00) iD aw C) Z 0 • u 0 (Ai z w C/) < cn cn CY&P0 z ci ci L6 <r-4 CN 14 t od < c a- a L f 11 8 UASIE SPACF 4. L26ijI O, C) Z El - ul 0 uiILLI z -4 sawn 01 0 - !"96 0 N 0 w 0 ci ------- FAM 0 208 0 <F> UP o t F8 cf) C:3 CL V? 04 co < 0> 7 1 �G MECH. SHWT r wo F- E CL El ------ Lu + D D d 0 N WALL LEGEND cy 1 HOUR WALL N F, 3 5/8" 25 Gk METAL STUL 3 r 24" O.C. WITH 5/8" TYPE X GYP. BD. EACH SIDE, [AD VERTICAL0 OR STAGGER HORIZONTAL JOINTS ON OPPOSrrE SIDES. FULL HEIGHT TO STRUCTURE ABOVE. (ONE HOUR WALL) oll (L 2 HOUR WALL 3 5/8" 25 GA. METAL STUDS AT 24" O.C. WITH (2) LAYERS 5/8" TYPE X r, "j 3ER JOINTS (1) STUD SPACE. GYP. 8D., EACH SIDE, LAID VERTICALLY, STAG( FULL HEIGHT TO STRUCTURE ABOVE. (TWO HOUR WALL) E3 4) w W uj 0 L > 0 w E1 -7- ------ LL 3 a. 2'-3 3/4" 2 2'-(Y' 2' v__a a. 0.1 a. a,- - 9 01 0-.OS" +4 2)EQ.SP (2) ';P sp (2)EQ.SP 2-0 a a, 011 (2)EO,SP a 1 4" 1( 1, (2)EQ.SP �_(2)EO.SP 2)EQ.SP (2)E' F (2)EQ,SP 2)EQ.SP (2)E6.0 (2)EQ,SP_4q__(2)EQ.SP (2)EQ.SP .(� 911 01� (2)Ea (2)EQ.SP -LOL-_8 !.ZC� "'-15 1/4" 20'-0" 20'-0" 20'-0" 40 80 100 /_\1> 2ND LEVEL FLOOR PLAN SQUARE FOOTAGES GROSS = 16,217 SQ.FT. 1 /811 1 1-011 RENTABLE = 16,043 SQ.FT. USABLE = 1.3,608 SQ.FT. DRAWN BY: KVB CHECKED BY: REVISIONS: MACKENZIE/SArM &ASSOCATES,P C I M.AAA RIGIM RMWED THESE DRA%"NGb ARE THE PROPEIM.T ,��ENZIE(WO&AssnciAlis, P�;i AR NOT TO BE USED(�, REV IRD IN ANY MANNER, EXE!!P, WITH rmT. vn AM"PERMISSION j', M/3A SHEET A2 . 2 NOT FOR CONSTRUCTION FURNISHED FOR INFORMATION ONLY 01- JOB NO. f.-.'ERMI-r 1,10. 891266 SITE FOUNDATION PERMIT MAY 15, 1989 P2886.9-7 1 Cl 0 rz (3 7 • NCITE THIS MICROFILMED 4- DRAWING IS LESS CLEAR THAN THIS NOTICE. 11 IS DUE TO THE QUALITY OF THE ORIGPAL DRAWING. ZZ la OZ of 91 il 91 si t,i EI 21 11 01 .6 9 1 9 s c e I QE se Be 412 9 t S2 fo z ce APRIL 1991 ' T :71p A" r. m;p'nim W 111 Am""go or",Mow EV x 8 E D OB .s� .5 , 3 40 < 5 6 7 8 9 s .s 1 1 KEYNOTES SES -- -- 173 -- - � -- ----- _ r---___.__�_.__-__ -`�.------------ -_ -_-------- --__-----_ _---. 4 1 1. CHANGE IN CEILING FROM VENEER PLASTER TO S.A.T. �-- --- `.I1'-_ _10'-8.1/4„ _ _1o'_2"._._ - - - 2O Q--- -- - - -�'. ---- zo'-a" o-o"- -0" -l'-8---.._... ------- 2�-Q --- _ 10'-a_ 1-6 __�__ r-a' r-O" I.-4y' - r-a' r-a' r a' r-3 3/4' 2. VAULTED CEILING. 2 EQ.SP 2 EQ.SP -- 2 EQ.SP (2)EQ.5P 2 EQ.SP - 2 EQ.OP 2 EQ•SP (2)EC SP 2 EQ.SP 2 EQ.SP 2 EQ.P 1 ' 1 2 EO.SP` 2 EQ SPy �- 2 EO SP - 2 EO SP (2)EQ.SP )E0.114`... 3. GUARDRAIL AND BAl CONY. -0' 8' 011 _ _ _ O O O O l ) O O O O O O O O I ( SP 9 4. SLIDING GLASS DOOR. ° i j I 3 5. FULL HEIGHT WALE.. F"- • � I I I I I I I I 6. BALCONY DRAIN. j 1 ----R . 7 FLU__ 4-->t----�— --Q :_ 0R DRAIN w - - --- - � '�-7 cli eLu IiJ .o 0 d ' I a I ' b' w 10 iy f W < ; ern I I LJ o � . uj U) r �41i p , 0) n 40 6jI p , Li Zd O od H I r I _ G 4 � " _ _ ._ __ _._ _ _ _ _ _. - --. _ .._ .._.� a 1 El L31�rtv'A�T�tS I 2 1 345 y, yon STA�I'm-0 � V _ 0 V --- - aa 1 I N - ol 311 r d E 1� I I - i __1.._- - ----�- I - t' p L` m LLJ ( T I LL P ��I J j i z �.+ - _, 1 1 1 1 , CD I E EV� ! ) j I _.� ------- a ` f5 9'-0" 310 !'4cs> � � �L LSA ~ U N � I v LL-) N S A R a 0- w#�( N _..� 1 0 Li11 W 0 1 - y WALL LE GEN D <> a ci � ra 4.-... � ^ v r=-==-_=_� 1 HOUR WALL 3 5/8" 25 GA. METAL STUDS AT 24" O.C. WITH 5/8" TYPE 'X' GYP. BD. j _ - -- -- --- EACFI SIDE, LAID VERTICALLY OR STAGGER HORIZONTAL JOINTS ON C OPP')SITE SIDES. FULL HEIGHT TO STRUCTURE ABOVE. (ONE HOUR WALL) I 2 HOUR WALL W W ' 3 5/8" 25 GA. METAL STUDS AT 24" O.C. WITH 2 LAYERS 5 '8" TYPE 'X' = N W ) / I N GYP/BD., EACH SIDE, LAID VERTICALLY, STAGGER JOINTS (1) STUD SPACE. -- FULL HEIGHT TO STRUCTURE ABOVE. (TWO HOUR WALL) a: rOB 1 b d 1 I ! I �I lN7` o uj -- - -- nt El - 11 __.._._�__ Lam_ -� -- - _., fi tLLJ I - --- � � ( I LL � 3 i I r-33/4" p-01 11 1 2'-0" 11.-0,1 i 11_01 11-01, 2'-0 11-01 I 2'-a' 1' 7' 2'-a' 11 1 2'-0 1'-a' o-B ��011 8'-0j d'-0 8 ..�°__- _8-0" B'_4'..- --a -01, 8'-0�'. 8':0 _..8'��'�.. B'-0" -d.-0)-- (2)EO.SP (2)EO.SP (2)EO,SP (2)EQ.SP (2)EQ.SP (2)FO.SP • (2)EQ.SP (2)EQ_P (2)EQ,SP (2)EQ.SP (2)EO.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EO,SP (2)EO,SP (2)EQ.SP -- 11_9 1 4' �- -�� - - - -- 20'-0" _$Q-0"_-� _ 20 �._-_ 20'-0" __- 20'-0" -e 20'-0" 7 8 9 10 1 1 k' /\ 3RD LEVEL FLOOR PLAN SQUARE FOOTAGES GROSS = 16,597 SQ.FT. - - - 1 �Q�g" ;' 1�1�-{�O It RENTABLE = 16,423 SQ.FT. �P USABLE = 13,988 SQ.FT. DATE: DRAWN BY: KV8 G IECKED BY: REVI510NS: I V"ENZIE/SMO k ASSOUATT`•,1' 198D, ILLI RIGHTS RESERvrr. THESE DRAYRNOS ARE h1E PROPF.Rt, VICK F.NZIE 5AR0 !ASSMATES. P, u A)AND AR� NOT TO BE USED OR RT�'O DIKED IN ANY WINNER, EXCEP! WIM 'HT. PRIOR MR fTTFN PERMISSION OT M tie I A2 . 3 NOT FOR CONSTRUCTION — FURNISHED FOR INFORMATION ONLY r'k:F'MIT 00- 091266 _ JOB NO 11 ar- E17 SITE FOUNDATION PERMIT MAY 15, 'I q89 P28869 -l' � p5i�' � � 1 I 1` ►1 1 1 1 1 1 1 1 I{1 I{I 1{1 1{1 I{I 1{1 1 1 1 1 1 1 1 1 1�1 ( 111 III t 111 1 1 1 I I I I I I I t l l{I I ( l l l l l l l l I{1 1 111 1 111 I I I{i 1{1 1{1 1{I 7111 1{I 111 111 w�.w....._:...-.___. _. + �� '�•�T b -. �� .. , 4 1 ::.� �.• ! ( IIIIIIII I � I I I Illll � ll ) ifil I II , II { IIIIIIIIIII 111 { 1 { ) { 1 { 1 II111 III � I I I I I I '� �'.. NOTE: It THIS M iCROF 1 LMEp ��... 1 2 3 4 5 6 7 8 � 9 ___ _10_- --1 1 12 DRAWING IS LESS CLEAR THAN ---2 THIS NOTICE, 11 IS Mk TO THE QUALITY OF THE ORIGINAL DRAWING. - mu a. ' 4¢ dZ 0? L2 92 SZ bZ LZ ZZ 1? 02 ''1 E.I 81 LI 91 SI bl CI ZI II 01 L • t 9 S b E - d111uIiI1111111111HIIIHNIII1t11111�11;1111111111111111111111011�IIIIlItt111111N11 111111111111111111U11{1111111111HIIIIIIIIIIIIIHI1111111UI11111111►IIiNlnldulflunbwlnl�l;�lhul�lulhnihu{�IwWn61111111111nlhulhluhw��uuluu�{I�lublululN{I�bu, . , 1 APRIL 11 1991 KEYNOTES 7 - 1 T- ----------- i 1. CHANGE IN CbLING FROM VENEER PLASTER TO S.A.T. 1.1`0" 10-1 Ize 101-01,------ 20, 0. -L!"-s 1/4" IF - 2. VAULTED CEILING. 11-0" 2'--47' 1'-(Y' 2'- Z-3 3/v 8'-0" /4" 1-0. ........... it- 14 -1!7-Ll .3, GUARDRAIL AND BALCONY. (2)EQ.SP (2)EQ.SP (2)EG.SP (?)EQ.5P (2)EQ.SP (2)EQ.SP (2)EQ.5P (2)Easp (2)EQ.SP (2)EQ SP (2)FO.SP (2)EQ.SP 2)Eq.sp (2)EQ.SP (2)EG SP f-79-I .- 1 4. SLIDING GLASS DOOR. - --A 0 (.) (2)EQ.SP (2)EQ.5p L4j 3 5. FULL HEIGHT WALL. 6. BALCONY DRAIN. + 7 : ------------u 7. FLOOR DRAIN. ui uJ La'j� CON t- (n uj 7 W < Ly z 0 0 <-> zLTJ xo U, X co b' U z¢ ci LLJ L (D CA Il 0 IX),- ' j I I J ___ ------- cr IV 06 < o a-�Lj �o f!1-1 r + p ii I ' I 4 CL F, 0 + + El ------ V) T'4L LJ z El < 14121 F-,I 2 o U 10 85 a. 0 b ul I cv w V) F, N 01 cc < 0: 7 tD I VF 7 E UP CD HUN- OFT E4EV #1 LA- co -4- 'a.EVATX)R LaW' U) ci 7717 g F. Ir z GD1 IL 0 N Lu STAIR A (D-- ❑ < 14041,. + .4- + ....... [7, cy WALL LEGEN D \c LEASE SPACE 0 V! cy :1 1 HOUR WALL F,1 3 5/8" 25 GA. METAL STUDS AT 24" O.C. WITH 5/8" TYPE X GYP. BID. EACH SIDE, LAID VERTICALLY OR STAGGER HORIZONTAL jOINTS ON +7 OPPOSITE ' 7S. FULL HEIGHT TO STRUCTURE ABOVE. (ONE HCUR WALL) 410 ova, a 2 HOUR WALL F, ci .1 3 5/8" 25 GA. METAL STUDS AT 24" O.C. WITH (2) LAYERS 5/8" TYPE X mw !? GYP. BID., EACH SIDE, LAID VERTICALLY, STAGGER JOINTS (1) STUD SPACE. FULL HEIGHT TO STRUCTURE ABOVE. (TWO HOUR WALL) T- LL i b Ill i I io N a. 'n ' Q' 1 I _ I J Li. co Q ! Lu 0 > 0 Lu u- 3 4--a4 4' 0",p 2'--0' --a, T-01 2'-0" 2-a. r-a 81-0.1 0" _8_-0,_ 8,- 91-01, 11 0,1 (2)EQ.SP P E-0-p-----14 (-2)EQ.SP (2)EG.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.5 2)EQ.SP (2)EG.5P (2)EQ.SP (2)EG.SP 2 (2)EQ.SP 2)EQ.SP (2)EO.. (2)EQ.SP (2)EQ.SP 20'-0" 20'-0-' 20'- 201-01, ---_.--go-- 101-8 124" 20 < > 60 0 � ' .0 *ILI,0"S.'ON I-u I� __41 H LEV k- FLOOR PLAN 1 1-011 SQUARE FOOTAGES GROSS - 16.517 SQ.F7. 1 1/8' 1 RENTABLE - 16,343 SQ.FT. USABLE - 13.908 SQ.F-T. DATE. DRAWN BY: KV8 CHECKED B": REV,SIONS: ;L) MA0IENZI[,'Wn " ASSOCIATE5.1"L. 109,ALL RIGHTS RESERWO TIIIESE DRAWINGS ARE THE PROPERTY OF WXENZIE 1,WTO A ASS TEWC W A�j AND ARC NOT TO ISE CKU .0 USED RE D CEO IN ANY MANNER ExcEPT W"THE PRIOR WRM4 PF!41ws�JON OF M/SA 'IE F A2 . 4 NOT FOR CONSTRUCTION FURNISHED FOR INFORMATION ONLY PERMIT NO. 991266 1 1'[1 �J(-' 12 OF 87 SITE FOUNDATION PERMIT MAY 15, 198 P288697 2 3 4 5 6 7 6 9 11 12 ry NOTE F THIS MICROFILMED DRAWING IS LESS CLEAR THAN TH IS NOT ICE. IT IS 0% TO THE QUALITY OF THE ORIGINAL DRAWING, 6c 62 92 a 92 sz *2 up a 02 61 9! 't 1 91 %1 fp I EI 21 11 ',;1 0 9 1 9 t' c APRI' it 1991 N • `7-7 r�' �,AAW '!V'A0 k* m4h W"WWI I 0 4 0' �2 E7 4�2 r FS 44(2 1 > 1 .9 3 4 os 6 7 8 9 9 .9 � �--:W 11 KEYNOTES 0'- -- - - -- ----- y 1. CHANGE IN CE!UNG FROM VENEER PLASTER. TO S.A.T. - f -- -_ " 20'-0„ I p.,.p•• ..r- 1;�„ �°' --�-=Q' --- ----�--2-____ --�' L 2'-a' r-a' x-a' 1'-a' x-a' 1'-a' x-a' r-a' r a' 2'-3 3 4° VAULTED CEILING. 9._p' r (2)EO•SP (2)EO.SP (2)EQ.SF' (2)k0.5P (2)EO.SP (2)EO,SP (2)EQ.SP (2)Q p 8-0 - - "_.___. ` 1 " / (2)EQ.SP (2)EQ.SP (2)EQ.SP i2)EO.SP (2)EO.SP (2)EO•SP 3. GUARDRAIL AND BALCONY. (2)EQ.SP I (2)EQ.SP (2)EQ.SP -0_ -0_. 4. SLIDING GLASS DOOR. O ^ I ' I S. FULL HEIGHT WALL. i -_-1------�___ __ --_____ __--- -- --_ _-_-------------�-_._.----- ----__-. - - -- - ....-;- ,r,_. .� , t BALCONY DRAIN. .� 7. FLOOR DRAIN. ip VI I �y� �- Lu LL! •So �. I o b �.... � x N o u,J Q ' N m N J . 1 N U o z ----- L rJ I O UJ 0 ZP LV Z r` y 1 I ( -� � :x mON b �/ CID, I ! I I b GU1 se p 1 t1 Q ci VI<iJ - _ ! I --- -- f Y. co O O b �i1 I 02 t r�Q ` . - 1 N W I 4 of U - v_ _ - z I w 1 1 Bon r 2 -} i ---- _ _ 52 f3 ? - O F- f Q TELEnW.F0W F" ~ r n G - N N d ------ Tol v I � � a I E 1 I 1 C 111111 11UP CD 0 1- O H 8 b vlLL. T W I I --T - - J F9 9'-0" - D (n Ld uP I ) ^ N z co V T5101 me =1 _ F, W I 504 F2 5tI6 F/ 9'-O" - - - -cy El ujIn WALL LEGEND cy 1 HOUR WALL 3 5/8" 25 GA. METAL STUDS AT 24' O.C. WITH 5/8" TYPE 'X' GYP. Br- EACH C m 1 - EACH SIDE, LAID VERTICALLY OR STAGGER HORIZONTAL JOINTS ON m ---` I I I ------------- ---- ,__ - - C OPPOSITE SIDES. FULL HEIGHT TO STRUCTURE ABOVE. ONE HOUR WALL) o V) ! I I w j I �I N L -1 2 HOUR WALL b 3 5/8" 25 GA. METAL STUDS AT. 24" O.C. WITH (2) LAYERS 5/8" TYPE 'X' z Ilk I ! I GYP. BD., EACH SIDE, LAID VERTICAL Y, STAGGER JOINTS (1) D SPACE. FULL HEIGHT TO STRUCTURE ABOVE. (1W0 HOUR WALL) OE� LL Tri.. p I n i I a ii I Ic d +i ■ 4 0 N 11 1 W I v --- 3 ' i LL 7-3 3/4" 1'-04 2''p r-a' 2' 0 2'-d' 2'-d' 1'-d' 2'-d' 2'-0' 1'-a' 1'-0" 1'-0" 1'-a. 1'-0 1'-d' 9'-8 1 4" 8'-0.' 8'_0'_ 8'-0 8'-0" 8'-0" 8'.-0';. e'-0" _ 8'-0"- -e-Q-- 8'-0" e'.-0" 8'-O"- tP-0'-- 9._0„ (2)EG.SP (2(EQ.SP (2)E�.SP (2)EO.SP (2)EQ,SP (2jE0.5P (2)EO.SP (2)EQ.SP - - _- (2)E0.SP (2)EQ.SP (2)EQ.SP OEQ.SP (2)EQ.SP (2)EQ.SP (2)EO.SP (2)EO.SP (2)E0.5P 11'-tI �4�- 20'-0" 20'-0 -_ _ _- �1 2 3 4 S 6 7 8 � 010 11 - 5TH LEVEL FLOOR PLAN SQUARE FOOTAGES GROSS = 16,497 SQ.FT. - _ - ^ 1 /811 = 1 1`011 RENTABLE = 16,323 SQ.FT. USABLE = 13,888 SQ.F-i. t GATE: DRAWN BY: KV8 CHECKED BY: REVISIONS: 141 MALKEN21E/SARO 6 ASSOWITES,P.G. 10Rp, ALL RIG1rt5 RESERVED THESE DRA/WINGS ARE THE PROTrSPERTY A)A MID j�E NOT TO f!E USED 011 REPM1t0 DUt;ED IN ANY MANNER.EXCEPT WITH TWc PRIOR WRITTEN PERMISSION OF Y/SA )HEE1 A2 . 5 F'Ef?MI1" N17. �1912E16 NOT FOR CONSTRUCTION - FURNISHED FOR INFORMATION ONLY of 17 OF 87 JOB N0. SITE FOUNDATION PERMIT MAY 15, 19189 P 2 8 8 6 9 IINWI lip, 111141 I ' . . ..0 Wr11r.e.•...e.wr+,rnna . .,,....M....«,.. -., .. .Mwr ...r•,. ...R..,....+M,.; ,_........._... r i ,• t I 111{IIIIIIIIIIIIIIIIIIIIIIIIFIIIIItlll11III Jill 111111111111{F1'II111III 1t11I 111111111I II11111)1lllilllilt;l{11111111111111111111111{11111111111 1111111�II1{It111111111IItlllll >.. r...,,. NOTE: IF THIS MICROFILMED =-...I I _ _ 2 3 4 5 6 7 8 8 I�0 11 12 / t DRAWING IS LESS CLEAR THAN -- ` ' THIS NOTICE, 11 15 DUE TTI THE QUALITY OF THE ORIGINAL ----_ l QRAWING. _ - --------- ;. 0' ez BZ a 9? SZ ►Z ez zz Iz oz 61 81 LI 91 91 rl fl zl 11 01 6 9 L 9 S ► 4111 INInNlunl1u11nuhn1lnuhHl1N11111111111111Io1nNbn�FF�dlot�wului111111I1111111U�llllllllllllu111t11!!UIIIIIII�gI111111U1 IIIIINItlfll7{Iltnlllfl '1111111�111111111111111111111W1111I�ll111NoinNIIl111111111111�IW�11lII1l1UU�111111111U1'111�1U111111 APRIL, 11 1991 KEYNOTES v - 338'-0" -- _ �P�NTHOUSE^ _- -____ —_ _ __ _ _-_��_- ----�-- _—_-__—___�1ZELNTHOUS 1. MARBLE PANEL SYSTEM 2. GLASS -- 1" INSULATED o� 3. SPANDREL GLASS ZI Ca I T MARBLE _PANEL-PARAPET ''� 4. (,URTAIN WALL SYSTEM O o T PARAPET 5. BALD)NY �. c 1t- 6. Q n 324'-0" ROOF AT PERIMETER __ I -- i I I I II I I II I I I ROOF AT PERIMETER_ BALCONY GUARDRAIL 3IU' � a Ito 8, DOOR ENTRANCE BAOOFiNY uj w r- C4 _ Ljx 04 O o 9, PARKING ENTRANCE CANOPY z W < z 10. MECHANICAL PENTHCUSE — STUCCO FINISH Q 11. TEMPERED GLASS r� Ua. p 312'-0" 5TH LEVEL _ T^- __ _- — __ -- l I 5TH LEVEL U » I I I __ __ . _ _ -_ -___-- _ 12. BUTT GLAZED AT INTERMEDIATE MULLIONS »� IN PUNCHED OPENINGS. SHOWN AS SINGLE LINE. W j cn I- r r = 13. BUTT GLAZED AT INTERMEDIATE MULLION Z v I lrOj - I 1 �j SHOWN AS SINGLE LINE. C� Q r <N Q 1 UQ1 �p1 od0 CL- _ - _-_ __ _._-_.__.-_.— __ _ ------4TH LEVEL — » I ? Lu O QI N 1 - - 1 _ I -- - - IT U Ir��o IZ :2)1I 0 I ! � I o w �, ll_� s. _ Q )�_- 1 _ 276'_011 _ 2ND LEVEL ---_ __ -__ _____ _ -- _.___ . ._. _ __ ___ 2Nf1 LEVEL T cya 12 Q 9V) w CO Q `ID � O2 I I I O ,i MAIN LEVEL MAIN LEVEL �J• _ - --— ---- -~ FINISH GRADE �' - � 1 FINISH GRADE CJ �7 W JJJ z 0 1 WEST ELEVATION 3 1 /811 11-011 Q11 . I ZZ Oo �w uu _j W CD P NTHOUSE _ __.____L'FFNTHJU"SE"-_ 338'-0" a' uj 0 � io Z I o 00 T/MARBLE PANEL-PARAPET T/PARAPET I ROOF AT PERIMETER 324'-0" ROOF AT PERIMETER _ O I I �-`\ 3 1 I i 1 C14 FREY F'.REAViS 3 1 o O I I► - 1 e t ,1 t14t1'Allllu J GON a_ _' �( 1 - --- -- - - —--- EVE —_2 M 5TH LEVEL � 5TH LEVEL 31 3 4F IPF l I 0 j 1 ct 0 ' I ' I i 1 I I I � ' ' I � � i .j , Q I J _ �. .__ .� ,; . . -, � _-- �.._ _ . _. e .-•._ -:�_ _,-�1 __ f ;i i -_-._ _� , DRAWN BY: o T _ — :-- �. _ _ty _ 1 3 4TH LEVEL _.� 300- 0.1 --- -- B 4TH LEVEL_ -- --- - --- —_---- � __ -- - - �._-------• 1 � 1 2 I I I � -- - --. —_-- -- -- 1:;HECKED BY. 0 I cV � � O - -f 3RD LEVEL y--� --._��... - ��.' _ _-__:..� I. �,-_ _. °� �I — _ _ _ —_�� _._ ---__—_ RD_ EVEL _.— 288'--0" _ I • 1 , i Zj N(� O O - __ �i 2ND LEVEL 276'-O" y 2ND LEVEI- ,.- .__-- - -- --- ---- -- I I ,0 � 12 O - -y 0 - I 1 f ' 1 i {I U J 2 r_ l0 ,S� MACKENZIE/SAFTO tr ASSOCUTES•P.C. BRB, ALL RIGHTS RESERVED THESE CRAVINGS APE THE PROPERTY OF t ZIE ASSOCIATES, PC MAIN LEVEL - - �— R - - --- ___ _ A(IDNN AfA YWNER,EXCEPT WITH(THE MAIN LEVEL 262'-O" A AND MI NOi TO BE USED OR NEPHO- ._...__--.. ��"'- \ _ -'^'�-� PRIOR "rrrTN PERMISSION OF M/SA FINISH GRADE j 1l 00 FINISH GRADE iEr_I —I' N A3 . 1 NORTH ELEVATION 2 "I PERMIT NO- '0191266 • 1 �� 1 +� NOT FOR CONSTRUCTION — FURNISHED FOR INFORMATION ONLY SITE FOUNDATION PERMIT MAY 15, 1989 P288697 1A OF R7 dl1IN1.491M7111 � .:lE,: + +M .w•r.+rw...+....w...n..,....a..rrr�iny7w+s.r.«...r-.w«.r ..•A..•__ ...._.... __._ _. _ -- ,a. rri.,: - r �!t!'I�IIII111`'Ill►1''1111111'!1!•1111111'111.1`IIIIIr1I1I1,1,1I111Iifillllll;!`►llllilllllIII `1III 1Jill IIIt11IIII I111I111I111�111I111I111111111III 1Jill III 111�11III Jill 1l�lIIllll��fill 11111 � ..�._ ,.: . . NOTE.: IF THIS MICROFILMED r' - — '"�"""— - h r DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THF QUALITY OF THE ORIGINAL __ ---- - DRAWING. OE 82 BZ LZ to? SZ ►Z EZ ZZ IZ OZ 61 81 LI of 111 f1 EI 21 111 01 6 9 L 9 IS -11► fl-- _ - dIIIInIInnl►Hlhull►nllul►�►►11�n►►Ialtlt111I11N1la►�►lul►„►�t►nbu►�►ul►lUIlNIlIN1I11�1111I1111�1111I1111111►IIIlI�I111I111111111111111N11I111111111I111l�IIUI111�111111111�1IIIlllll�llll�IQI�LIII�n1111111�I11111111II111�I1UW�111111U�I1111111�U.IIIIIU�IU1��1111 . , APRIL 11 1991. '3Eu,{.Piti9. nsa"�SKI�"GY' "a .T" � s,,. 19 - •mai '�. t �'P�, ' � i.. 11111op, , FERAL NOTES: GENERAL NOTES: 1, The Contractor shall verify and confirm all dimensions Notify the Concrete Strengths: 0 Engineer of any discrepancies prior to start of work, OZ c — Cl. a0 ' = �_ O 9 2. Contractor shall provide adequate shoring and bracing of all tructural Footings, slab on grade, grade beams, and basement walls: f 3000 psi at 28 days with 3" slump, Slump tolerance plus 1" minus 1". members during construction. ¢ o m Columns: f'c 4 5000 psi at 28 days, 3' slump, Slump tolerance z o m a m N CODE: plus " minus 1". w ~ �� Slabs: f'c = 4000 psi at 28 days with 3" slump, Slump tolerance lJJ z w o N 1. All worK shall be in conformance with the requirements of the Uniform plus 1" minus 1", Q c va�irnC Building Code, 1985 edition, N U a LL z - d, Cement: Standa-d brand of Portland Cement in accordance with ASTM IN ' Q� 2. Design Loads: C-150, Types I or II at contractor's option. Use only one Roof LL manufacturer's standard brand, type and grind throughout all work U-iIJ Z Q Q _ 25 psf snow + drift y m p — - -- of a particular type. o Office �_ l psTrve oad + 20 psf partition Exit, Core Area & lobYy __ T 100 psf liveload e. Water: Clean, potable, fresh, and free from injurious amounts of l � w 2 v Mechanical Floor -psi or weight of equipment Q< = N g N Floor------ __— oils, acids, alkalis, organic materials or or.her harmful Seismic zone 2 Wind — ^-- mp exposure B substances, CC ��,(( a cep rz pM --�� G 06 a A M`n Admixtures: (agents shall both be from the same manufacturer). INSPECTIONS: Air entraining agent: In accordance with ASTM C-260. Water- reducing agent: In accordance with ASTM C-494, Type A, containing 1. I inspections shall be performed by an approved testing lab for no calcium chloride or other accelerating or retarding agents, Fly ash prohibited, reinforcement placement, concrete placement, subsurface soil preparation, steel boating, welding, and pile driving, g, Aggregate: Comply with ASTM C-33. h. Floor Slab Hardener/Du stproof er: At contractor's option, Ensure FOUNDATION: compatibility with final finishes. 1. All foundation work Shall comply with the recommendation and METALS specification of the project report, entitled "Geotechnical Study Z \ Nesbitt Office Building Progress, Oregon," for Patrick Nesbitt1. All metal decking in accordance with pertinent sections of ' ,tool Deck W Associates, by Fujitani , Hilts & Associates, dated February 6, 1989. Insti rete Design Manual for Floor Decks and Roof Decks by the Steel LU Deck Institute (SDI), latest edition. Provide deck configurations /' , 2. Timber Piling: All piling shall be West Coast Region Douglas Fir I_complying with SDI "Basic Design Specification" of the gauge, depth v V Q timber piling, complying with ASTM Standard D25-13, and width shown on the Structural Drawings. Steel for galvanized metal W — deck units: Comply with ASTM A-446, (rade A. Miscellaneous steel 3. Piling shall be supplied in sufficient length below cut-off elevation, 0 shapes: Comply with ASTM A-36. Sheet metal accessories: Comply with as shown on the project drawings. This length shall include the ASTM A-526, commercial quality, galvanized. Glvanizing: Comply with _s necessary amount t(, p. ovide for fresh heading and handling required ASTM A-525, G-90. U♦] by driv4,rg equipment, x Q 2. Structural Steel : �- 4, Piles: 0 H a. All Structural steel shall be detailed, fabricated arid erected in m a. Tip: 8" with 1/4" thick steel plate tip protection, accordance with RISC manual , eighth edition. W b, Taper: 1" per 10'-0" ± / Z c, Penetration: Coordinate with geotechnical consultant's dr,ving b. All steel plates, flat bars, and structural sections shall be ASTM V recommendation, A-36 unless noted. .� d, Acceptable Bearing: Driving formula coordinated with geotechnical Y consultant shall be used to minimize pile damage due to over c. All pipe columns ASTM A-53, Type E, Grade B. U driving. e. Piling Shall be Pressl,re Treated with a Coel Tar: Creosote d. Tube sections ASTM A-500, 46 ksi, Fr conforming to AWPA Standard P-1. Results of treatment shall not be less than 17 pounds per cubic foot, in accordance with AWPA e. All steel to have one shop coat or to be galvanized if noted. U Q Standard C-3. tl F. The tops of piles shall be cutoff to a true plane. The cutoff f. All w:,.lds with E70XX electrodes in accordance with AWS Standards surface of piles shall be brushed with hot creosote followed by by certified welders. 1/4" fillet welds unless noted otherwise, two applications of hot sealing compound. The sealing compound 0 Shall be a mixture of creosote and coaltar pitch mixed to a thick g. A11 bolts shall be 3/4" diameter A325N, unless noted otherwise. consistency, and shall be thoroughly brushed into the wood. Allow Install high strength threaded fasteners in accordance with AISC time for each application to soak in before applying the next coat. "specifications for structural joints." Tops or piles to be banded in accordance with geotechnical recommendations. h. A/E to receive shop drawings for review a minimum of one week prior to fabrication. 5. Foundation design is based upon pile capacity of 30 tons. / CONCRETE: 1. All concrete work shall comply with the requirements of ACI 301 specification for structural concrete for buildings, 2. Reinforcin3 Bars: a. All steel reinforcing to be ASTM A-615 Grade 60, unless otherwise noted, b, Steel Wire: Comply with ASTM A-82. c. Chairs: All chairs and bolsters to be plastic or plastic tipped. d. Welded Wire Fabric: Comply with ASTM A-185 LLL e. Fabricate reinforcing bars to conform to required shapes and r dimensions, with fabrication tolerances complying with CRSI Manual . In case of fabricating errors, do not rebend or straighten Z reinforcement in a manner that will damage or weaken the material. J f. A/E to receive shop drawings a minimum of one week prior to 4 fabrication for review. g. Reinforcing steel shall be detailed in accordance with the A.C.I. w Manual of Standard Practice for Detailing Reinforced Concrete Z Structures, latest edition. Detail drawings shall be prepared and UJI submitted for approval prior to fabrication. Lap all reinforcing bars at splices as noted on drawings or use table below where nct V noted. Use 1.4 x values below for top bars, :Top bars are horizontal reinforcement so placed that more than 12" of fresh concrete is cast in the member below the reinforcement. ) #3 1'-3" #4 1--8-1 #9 61-2" / 13083 9� ff_ 0 1 -11' u, i. Pit;r #11 9'-8" Development lengths of reinforcing bars to be in accordance with 1985 Uniform Building Code. Reinforcing Steel Protection Placement Minimum Cover Beam and column bars 1-1/2" r,unwra F'� Slab ars 3/4" Wall bars: interior fares 3/4" NECKED BY exposed to weather i-1/2" (#5 or smaller) JEFF 2" (#6 or larger) Bars in members cast against earth l" HF VISIONS At all wall openings, provide a rlinimum of two bars above, below arid at sides. Use the same size as the principal wall reinforcing. Extend these bars a lap distance or a minimum of 2'-0" beyond th,- 1 opening. Use (2) #5 bars around all slab openings and extend "- 0" beyond opening. I 3. Cast-in-Place Concrete: a. Codes and Standards: ACI 301 "Specifications for Structural Concrete for Buildings" ACI 305 "Recommended Practice for Hat Weather Concreting" ACI 306 "Recommended Practice for Cold Weather Concreting" AS1M C94 "Standard Specification for Ready Mixed Concrete" ff)MACKF N.'IE,SAITO A ASSOCIATES PI_ b. Mix Design: Prepare design mixes for each type of --oncrete. INS,All AIpNTS RE SERVlU Proportion mixes by either laboratory trial batch or field experience methods, using materials to be employed on the work for '"FSE ORAMINOT APB USED 0018 ' MALAWI'!SAOU S ASSOCIATES PC(`'M SAS ANU ARE NOT TO BE EXCEPT UR TH Each class of concrete required. Furnish certified reports of � 0WRO E`NPfAM9soNa si"'NF each proposed mix for each type of t�e work of this Section. All cnnC. ete to be a Grade A fire resistive, in accordance with Chapter r;HFF i 43 of the 1985 Uniform Building Code. S 1 . 1 I.r F'EF'I"IT 1 t•IC). 891.266 , r� T� SITE FOUNDATION PERMIT MAY 15 1989 M)[3 ti(_) 1.5 OF rr - -- 288697 - w",AMFTrr Pr NT+e'a�,Aoe A — ^Y •. l ' 7m9=s:-a.'aas-r- w+„ww,.r«.wMr..ry - � . �EA "loop .. •. _. 1 111 111 111 Ili 111 111 111 111 III 111 111 111 111 111 111 III 111 111 Ill Ill 111 III 11 IlI�1lI 1�1 Il' r I!I III I�1 I,1 I!I Ilr rtl rig rll rll Ilr t!I 1!I I!r rlr r!r rlr r!; ►!r�� monnow..� __r.__�2 3 4 5 6 7 8 9 10 !! 12 h NOTE: IF THIS MICROFILMED "'" - -- -- — -- —� DRAWING IS LESS CLEAR KHAN THIS NOTICE, 1T IS DUE TO TNF QUALITY OF TW ORFGINAL01C DRAWING. 32 9? LZ 92 SZ ►Z EZ ZZ 13 0Z 61 91 [I 91 �1 tll EI ZI II 01 R 9 1 9 S IP IE.. 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JEFF REVISIONS: ob 4 ✓ 51-(011 ✓ - 51 toll 32� ��' 84 (0 -- -F,1 Lr, - - 2/68,71 ✓ 10� (o '�/5 S. 1 n v � ) _` E 7 ✓ X1.. 611 11- qII 3AB 10 G 1I (v 5 55.1 10 ✓ III-(o11 11 �I �1�j1 i � I r a '1/ 5 s.1 V' II I1'. 6f1 _�1 911 �•1tl � ! q IIq f� 1 8/58.1 81 (oj1 — 111 V _ I I�} 9 .—_ 11 .9 9/ b 8.1 ISS-- - - '��'J - K I3 ✓ 121-111' S'-�� 4411- �— Ig- 'I--- 11*19O IU/��,I WACKEHZIF./WC 6 Ai'SOGATES,P.C. 1--" 1989, ALL RIGHTS RESERVED -l-V. --- ___ ---- ----- —. ----- AT�)�NEQS_'E CRAWIMW ME THE PROPER*v OF TIES,PC [AX��IIAIR N yATO 91 SED O'WRE (TN4i/F PRIOR"rrTEN PERWLS�•ION 4E W/SA _:. NOTF � 31E) 41B 1 N IUDICATF� °10" e-TIP Nook EAC-HF-Pr 0!= BAR- `;LIFE-r �1 P� 'j1 Pc- -- - 02. 1 PERMIT NO. 891:66 nT _ SITE FOUNDATION PERMIT MAY '15 19e JOB Nc. 16 of- 97 P,2 8 8 6 9 7 WINi I_ ,,-•• , .nlllnnf�lrr� i $ _.... _ ;, l L,.,t„.,.. � 1 � I I 1 I I (�' I n I I�..,IIr��rrk•_ �..a.,,,,..._.. v.: ......................_». , . w ,,. ,c�,,�, R� I I ill 1 1 III 1 1 III I 1 I'1 I 1 III I III III 111 �11 111 III II I I 111 ill 111 111 II 111 III f11 III 111 111'111 111 III III III III 1111111 111 1111 111 III III III 111 111 11111 .�,i.._. -. /�� ,, �1I 1 1 I I I I I I I 1 i I 1 ! I I I I I 1 III I I I t I I I I 1 I NOTA• IF THIS MICROFILMED ---- 1 2 r 3 4 5 6 7 8 9 10 I I --- 2• DRAWING IS LESS CLEAR THAN e THIS NOTICE, IT IS DUE TC) Yr, THE QUALITY OF THE OPIGINAIL DRAWING. - ------ — ----- -- — ..• of Be d2 a 9Z 52 42 E2 n1 IZ oz 61 of LI 91 91 /►I 1 21 II 111 i 9 9 flIi..,�. 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IT`S' _ ay- 1 II <\ > W — Y - 10' -0 - _._. �. --- zo'-o" I _ KEYNOTES J-1 '- 20-0zo-o - � 200' ,o -o- -- -- - ----------� - ;A& ll -e k '- - A - - ,. -E!4 J Qr-�1 ®-b►(G r �, c 1 D I-O DI '1br- c � Z I� 2'- , 0p n y ry rin I 0-1 ;R 2 rr7�,�` C�►T' 1�v�.r C � �r" .� I~ I L Y i ) W (P o I.- Lf) .- (L 1 A.9-G7 +, C E v Y F„Q' .7 C r.4��3 rrr I Z - 0. 1 1 - w 5� „�� "I C2a5,c3- rd' c=_. -��, a= o. i w �o Q <,J ViV Q E r 123 --- I S �{ 1 rG W <L 0Q n cJ l Ll,! 43 V I I lU - , Z -- N ry �� - \ TV �V Z w CoI to t 1 U Tip O LLI o AL I O 0" h CD - fa. h i I I I I I m --------- - ---- I Lu I Z 0j Q�ki \ N J I � G L I e _-� � �1=0�1W .� � 51_I�'I I,-3� �I I DI_ 1�4" I z � � t', �►I � 711 _ __— -- --— E L1J Q T/F11-1 FLR = 2(,3 0' W L to T/4LAC = 2 Co 15 cD ----------------- . 62 7- 0 ' � � IY I 5 �w to `l! 0 -- — ry C;2 L-3�4 �►_ lol-t'�I/41I �� I "� � �•I 21-DII � 8-�I I 8-Rlv,�411 � 21-2�41I � Q 20'-0- ._ _ .. -- 20'-0'' - --- - 20'-0"... - - -- - - 20'-0" - I 20'-0- - 20,-0„ 20'-0"- -- - * --- f 1 2 3 4 SLAB PLAN,— — --- — — —_ ------------- --- -- ,,,,�� DA I E.. 5-15-89 DRAWN BY: CHECKED BY; JEFF SI' coNC19E1E 1JL (�- f7 W! lv x to W 14 * wl 4 r-----—WWF, REVISIONS: w wM A T 'ErITE2 aF 31_A F> �� T06LEV EDGE 'ZIP STRIP' OR SAW CUT NEW CONCRETE SLAB I/8° (ZIADIVS NAD( CONTROL .IOINT ON GRADE 3�, b� *4, �I ._�.1� r �` , • =+--r= In ){r----v� —^l�r x 'I�(r—.`�l—__)( x •T -- _- __� - -~ 1 SEAR d OR's STOP REINFORCING BARS OR SII CRuSHE=r? IZ-_GK TV, I_ ,I T5 SAW CUT, EACH SIDE OF r1p pE 6Ea rq _ - P't� S E it O 0 2 ss oL 1998,ALL RIG04TS RFSEFIWED Q I% MACI(ENZIE/SAfTO d ASSOCATES,P C. CJI- V I THESE DRAWINGS AR! THE PRUPERTY Of M ENZIE SARU•ASSOCIIATES.PC(M/S A AND AR' NO' 10 BE USED OR REPNO- D D IN AW.,AUNT IER E\CEPT WITH ME PRIOR WRR"FN PERMISS70N OF M/SA CONTROL JOINT DETAIL _ '�2 CONSTRUCTION JOINT 3 CONSTRUCTION JOINT ,IifE; 61 B 1 B 2.2 — ---- -- -- N 0 SCALE S 2.2 - 1 �-04 �4 S 2�2_ 3/4' 14^- 1 `01" aly� �19P S2 . 2 U1,;of 0641 01 PERMIT NO. 991266 ' SITE FOUNDATION PERMIT MAY 1 E 1989 �I0H N0. 17 OF 87 P288697 I I11�1►Illllllllllllllllflllllll'IIIIIIIIII�IIIIIIfIIIfIIIII111I111�r�1IIlIIIIIrIJill IIIIIIIIIIIIIIIflllllllllllll111lIIII1111111111111111111111f111111111r Tllllllllllllllllllllllflllllll arra...... NOTE: IF THIS MICROFILMED I Z 3 4 15 6 7 _ 119 9 i�0 11 II 12 I • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO h THE QUALITY OF "f ORIGINAL DRAWING. OE 6l 9z a 9z Sz fz sz 2z IZ Oz 61 91 LI UI si *I EI al it of 6 9 L 9 2 ► E Z I„•�M INIIIIIIIuI11rHIlINIluu1uu11rui11111111111NIIII1111r11�UuIINl�ullu¢i�QIId1i411�1111111U�111111111�11�111111�I111�1111�L1)IIIII�IIII�IIII�MIIIl111�I11111111�I11111111�111111111�I1lIIIIiI�I111�IlIl�UI111I111111111111�1111111111!�IIJI�IIIIVIIIIIIll�lllilllll�lll{IIIII�IIII APRIL, 1 1991 �. ,.. ,-;.,e.: -.: :, ��::F. .r i ir.ro, r•rn7{.r, tl -, ';r"a a. _. -.. ,.,: � L., '�` r ,. ou < 'T 0 0 Q, L-Lj LLJ < , z Z or) . LLJ 0 Ir ( 0 Yrs z < < 06 IX w `Ny < (00 10 0 z z z 4 Y4 -1'. 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LOOKING SOUTH 114"-A V-0" �S 3.1) LOOKING EAST cl JL I 1 /4"- V-Off LOOKING NORTH 1 /4"- V-0m �S 1-11) LOOKING NORTH 1 /4m- l '--(T LOOKING WEST S3. 1 p1 /4'- V-00 SITE FOUNDATION PERMIT MAY 15 1 1989 JOB NO 288697 • NN()TF I F THIS M ICROF I LMED 5 6 7 8 io I I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. QE se 92 12 9? S2 oz tz ON IN 6* of @1 1.1 91 al I'l cl 91 if ol d 1 1. 9 s ► c • Ito APRIL 11 1991 'w": 'I !Vt7I.$, : r �s I J , COLUMN SCHEDULE MARK C-1 C-2 C-3 C-4 C-5 S I Zn - I I I Ob L I4 -i IA- It x 16 1�� X liCL ° $ - �'S1�T F 5, -Acf) o i mg W W^N ,5-Ca 5-�, W < N zv � x ' 4 -A . (o - -h, u W w 4 , - n, 7 - D, 7 - 6v , < .� • — q Ate/ 1. K Z — c�l.. HYPE. W ® w W - oTIE- f✓IN, RL.rL, 313.0 P� cc�V.TYP� 4 G A (n H <[ ac Fn mW IE— �IrJg Z COL, T`(P F A. 4 G a W � Y -3 fzv W a T E-sPA�.J r`ICi z 0- 0COL_. TYPI; A G G A G N. F-L-P- 177.01 MAI Q -- TIF�: -SPA(-IW67 N #� # 17 til•_�L-1�:2da J W 14i1 - -- - -- ----------- V ---- —�) Z %; i #¢-rlt ' �-r�rp) C - LIQ L.K rrYP7 r rrY�� J '/41 c HAM HEIR 14-1 G L � u N �\ tbl X I II G UI-L1I�lN / r • ��' z I -p� i ��'•��, -I-2t - — _ . ��- • DATF MAY 15, 1989 �--- - ---• � �$- � � I E'er ITYr""� (1HECKED BY TO GL.R �tYP) JEFF p l!_ _• �� fif vISInN$ �G Iu1l I all CCL U I-�'1, I p 1 511 23,i Ci I.) ''j IA `►1 � MACKENIR+SAITO ASSOCIATES PC _ ISN.ALL!iKINTS RESERVED A(KtaDE JA• j A ASS,q,,AI ES Pr M 5A1 ANU ANE HOI !O SE USED OR RE PITO IUCEO IN ANY MAHNER[IIC'EPT MATH THE PRIOR"I T TE N PERMISSION Of M SA 1 I I S4. 1 �- PERrlr? Ira, e91266 SITE FOUNDATION PERMIT MAY 15, 1969 �- �C,R NO' 1w or- R, 288697 W Il I AMf fTE PRINT A 1111,N 5300 A ;f ..... +'n,1,NY IMw•f+ .. ,. ....... ._n�'" . .,.-y,Vp . nY.•:,.. .°'� _ .,..:.•., i. 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I " , I r 11 ' 1 " 1 I N 1 1 1 O 1-� _ I-3 (• I-fr 1- I-V I_t• 1-� I. 3 1 1•G I•b 1•b I-fi I'{t $-o o ?>-p I-� r-3 -7h L 2_l� 2-1'� 1'3 z — / 11 r` Lu O W — / CA i i + CC 0 •" _ - _ vJ z Q 98.1 �� — 58.1 58 1 58 ! - Oct W rR Z uj Y W U_ W � 6 PILE CAP TYPE "E" 7 PILE CAP TYPE "G" _ '8 PILE CAP TYPE "H" 9 PILE CAP TYPE "J" 10 PILE CAP TYPE "K" a S 8. 1 1 /4"- 1 '-0" S 8.1 1 /4m- 1 '-0" S 8.1 1/48- 1 '-0" \S $. 1 1/4" - 1 '-0" " S 8. � 1 /4 - 1 -G Cq� ,_ — I I I F F =2 L? oll ,q v 1 Q P D ( 04 ( _ " v °p /1 �=ill' ' i\ ti `m `I Qj g 0- Z_ I i+l �I f 0 a r• ; ,, ogaa '1'u-ate 3"c�a. /p■ lb r LA /I 1 uj , 1 GRADE BEAM "A" / 18 GRADE BEAM "Bri3GRADE BEAM "D" a S 8.1 1 1/2w- 1'-0" �S 8.1 1 1/2"- 1'-0" S 8. 1 3/4"- 1'-0" -- 20V I E (�) SET% of TIE4 AT L . ro 3E ---- - _- __� 1-0 F or P1 LE �aP 1.10WMITHIC. -7- TOP of PILE c-AP W COLLII'tIJ F�- S��EL Ili (aRAoE 51'AcE �EI�JF�RME�� 5FAM, SEE FILP,rJ f DE-tAIL EclUt�l LT ✓E� PILE Q. REINFDR�I�II'� �- FoP- SIZ••E CAPT•ABLE 5NT. 52. I - r -� 11 FaR 51ZE AkJP C> UAWY r1oVIDE (2.)SET5oF �� - - -7 -_ 5 �LAF5 W/ W W-M. I I I -)r- -#-4 REINF�rR�I�IC, _ -nas C\-t -Top of i I-- ALL I,RADE DEAP1 W-Elu. TO PA55 TFIFLI. I y��V 1'► ,I� PIKE CAP COL. W11W FLIL;. LAP SI"L-IcF:i? STD tv BE h�ouc Llrr IG I I I I ALL Gp,AD� BEAM REIIJT ,� :3U89 s ?` —� Hook AT PE-pHt-�rL 6,0c ERS - tO •t•oP of PILE I I { 1 ToPA55lrIROl1CaF1 GoL- .' d CAP- - I I I-11 FULL LAP 5PLlee AT PeR-IrlIETER ^� I .T- - v_a' - _ 1__ - - - -- - ---'N- - - -- - - - - aATF N I — T �� oak III�AWNEKY J r� I �y `-- _ - -_ W0E9E ,.5PEUFEC7 YYJ.'/�J. _SJ �.1 � L .I �.�_i. � _-. 11.1 TA 0,L E • • • • • • • • I' l.. lu�- - - - — - --- -- — _— /—�IIC�� . !v r--F rLj CHECKED BY JEFF I � I I 1 I ! - REVISIONS / F'LAIJ Fofl 'I CLU �,IZE A01) LocATI00 OF f'IL�s 5 PEL I FI E r1) I I-1 �P`PLr MACK(NII(fSAIT')S ASiOGIAlf5.PC IM,All MEOWS RISIRV[0 'Hf%F -,AAW,NGS ARV "'t pR()►fp" r M,A)A VJ'F SA1:.b A55l�,AIfS Pr " SAI ANf, ARE NI„ ':J RI lSEU[vP Rf ,' -'UCf!;iN AN,MANNf r (�I:EP•WITH•,a, nu I'.1P WRI'rF V gNM551,1N r)F M SA 11 SHEET PERMIT NO. 891266 _ ;� I 21`1 OF EI-' GRADE BEAM "C" rl7 SECTION AT TYP. PILE CAP SITE FOUNDATION PERMIT MAY 15 1989 T-5 S 8.1 3/4"- 1'-0" S 8.11 3/8"- 1' -0" 11'�'N" 288697 L r D r WgIAMf TIF PPINT aKP•330A F. /_thy .... ... ...., - ,... _... .., .....-... ,;..._ `. �llllli 111'1;1 1111111 1;1 111 111 111 1111111 1111111 IIIIIII 111IIf'1 IIIIIII 1111111 II�IIII IIIIIII 1111111 IIIIIII 111'111 1111111 1111111 1111111 lltllll,lllllll IIIIIIIIFillltl Aar.�......_.._,-.._...-.._..,.. _-._ _ .. � ^�'b r ry NOTE: IF THIS MICROFILMED '+ 3 4 -5 6 7 —_`8 10— II �` DRAWING IS LESS CLEAR THAN ' 111 r 1 ' TF'1S NOTICE, IT IS DUE TO �'• THE QUALITY OF THF ORIGINAL DRAWING. OE 6Z 82 LZ 92 S2 V2 EZ ZZ IZ OZ 61 81 LI 91 SII 4; EI ZI it 01 6 9 L 9 S 4 5 Z 1„•"" ' 1NIIIInInulnHlnNluuI1N1I11111NnIt111111111ttNI11tti1ndlnE{IEulwt�wN111U1111111IIIIIIU�IIIIIIIIIHNIIIIIIINtllllllllll,11111111111111111tI11N1111111�ilil�IltI�III�Gl11�11111111111111�1p1�1lII�U111111111111111111111111111�IW��IIIIlilUlWl�lllll)1111111gIW�111+ � `” It APRIL 11 1991 r a _ ,. ,. a. . fit_.. ,. a 1 na. MR l .. ., 1. 1. ..�' ., a .. , ,moi. ..brIQP• A� : ,. ,f- ._ � ,. � � , I � - . k� "'(• ,. _ „ . , r� I ,,. , t ISI �, � ,S . ,.. , .. �.. ... 1•oil 1 d -------- _ l- ----� - -- -- - o w J. QD > t ------------- LIJkn �Lj z gip ; --- -- -- -- - , l (4 Z a b I , Q Ca w —{ tl `� I (n 2 u _O Z!Q' 1.0 6 I W 7. a _ r - 0 - 2 15 C U n cr A-D � � Q��IP.ID� 2o6 -, � 1 n I ui 7 F- I J• W0 Q 3 o 4p -- - - ---- --- ---- -- go e — \ #10 * O (A wo.c. 4 J O Q V W I 10 Co -*to Q 2400.c ;., oo `v � � Q � U ;y1110 Q, 'N 10 C� Zsl�oG. 01 °_ 1) -� 1 >.. 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Ar F- �. rr � I — s - -tN I 0 r -i r -t r -I r -, r-� --- ------- r r� r, r fi 6ky o i - - 4 MAT PILE CAP SECTION t _ 5-- 1 5•-89 C..a., �►,;.. , II CHECKEDBY JEFF in ("` - ., a,+i.:nEahE,S+1�, E+SS'n +•ry v S — _�^) I (�) I'• I (^) (^) (^) (^/ (^) I(^) .-. r. � ^1 I ^) r 'OK ♦ A�Or.•S of Sf Pvf(' I 1 h .3- • t � I QJ -2/4 13- -1/d 12-2�.1 +�-ECI �1 t� -1_�'", S8. 2 ,I PILE LAYOUT PLAN PERMIT' NO- E191266 --- —_._— �T-- --__._-- - _ --- — _-- 1 _ ` p w ((yy SITE FOUNDATION PERMIT MAY 15 19$9 II 288697 -__—..—.�.............-,.......:,,....... ,. .,.•.:t1, 'i' , H +T'+Mv+.,m:., . -, �... , .. ,....,........ ._..,_.. ......-..-++.�:c. �: . ��-.. .uwMkMwwf.�,wr,... .,«.YN".VYM Mi,�a.•- ......-..WrMPo,EGi' •7C�Mn. ,o:wi,R91PFS.^n 0'4- .,er i, :,... ��'..... s ti - �T I y'�II�I�illl�lll{III�IIII111�'IIIIIII)1111111 111{111�1111111�111`IIII11111 Ill IlIfI)111)1111111I IIII11111111t�llllllllll111'111 111'IIII111'111111111111111IfI 111'II11111'lll'111'II111�1�111 I NDTE: IF THIS MICROFILMED 8 M � r DRAWING IS LESS CLEAR THAN .,. THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAI DRAWING. Oft e2 92 L7 97 S2 ►2 f 2 Zt I2 02 61 91 LI 01 SI •'.--f1 EI 21 .1 11 01 .1 6 ...1 9 c 9 s •I C1'. z ►""►"' tF-- I�, d11IIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIUtI1H11111111111111M111111111111tH�11EINII�IIhNlhlulnublWlnlluulutlhluhlulnuhul{nuhulhnlMf►IuuhulhnliuululUtlulnnlunlulUlwl1111lIIuLH1hN11nnII11I{lnlbwWuuVmW11141ui,u1�1u111wInI! i APRILS 11 19 9 1 — 1 ...rs { � - .Mq,�,��r...srvrr.•...,...n+✓t.,ri ., .we„vlbav:A,.7 M '� -- -- --- - KEYNOTES -- --- ,� �' S°U�►JGF fF sLAO o►J aKADE , RJ;I►JF Wj -.-�b------,- I G x G - W 1.4-K w I/F- kJ.W.F I�! ,-III ER- 0 � z OF SLAG. t—=KF-tl ,._�KADf- �Eswi L 2 THI �Z ova PILE 6AP — x w 13 \Z � 2 Z. coNc,t.�TF coLUMNE SEE scNEGIJLE '� � x �� aN SNEf F,551? SIZE ! KCIhIFnK�INU. U) a_ °m U CL 3. MA-r PILE cAP, SEE SRT. SO-2 OR • "'" �- _ � � �E}263.0 W — -- _— - -—1 — — — — � --- — -- — __�- - S I Z.�_, FILE. I.-�ATl o►J s, < ICG I.I Arn,Rc I►:J6E. _ z �T CO LJcR-ET6 SNEA9-WAL-, SEE SNGET S9.1 N � �;;?,I, _ r Fo R ICEJ N FORGI 1�C�. z a �.p`, N ' �� _- - 6f,5 � I WO ; 'per TPG=Z58.� �- - -. - r= - ' - - — — _. ... - �1 Y __— TPG-2$ O I N g N _ , Q 3 r �J W 6iK A P F- 1�,F--A M f-_L.EVAT IU Irlt- C�KApF [�:>EA 1 e L.EVATto� . _ � CaRAD� b�.M C�ETQI�- J I 58.3 �>E �n8.3 '�♦"= I'-o'I � z w w w W CC O O //'1 G) 1n//� LL � CC m M Qw 6.i.R L Z 2 W ~ Y U_ W Q —fir a 0 J — Q I-- W cl z O Q 0 z r M O LjL �r SLS s 2 Y\ 1j.1 { . I 141 •11- ()AT[ 5-15-89 DRAWN HY TWG f'HFCKF(18 JEFF REVISIONS MACKEN2IE/6AITU♦A660u AfI%v Ill6S,ALL NIGHTS RESEFIVED 'HfLF DRAWINGS APF tHF pR:,PFPty VPILIMALKF NZIE SAI TO 6 ASSI,I IAIES P: M NO ARE NOT t0 6E uSEO 0R RE D IN AN,MANNER EXCEPT WTw MICR WNII tEN PERMISSION OF M 5■ SHEET t` S8.3 f:'RMIT NO. 891266 SITE FOUNDATION PERMIT MAY 15 1989 22 OF 87 F JOB NO 2 T 11 r 6 nMi t1F MINT A fl I P 8 8 c 770A I 73l'iFnM7RWn r ;.m...;::-!w.n•..w..-----. .. Lam' `!�S , " rHa.+an.*PL LAS,. r,. , � � - l,y�;,. '1'f) L1,. @IVIII►�'1'I'I'I'III11F111►�LIfIIIIlllllllllllillllllllll!lllllllllll�llllllll��f!11111111f111 Illlf IIIIII�TI1�l�lltll�lllllll�l�l�f+�lllll►�IIII►II+►I►I�IIIIIIIIIIIIIIIIIIIIf;fllll�tl►I►�►��II „�..K+r..•.,.y.,.,:. � �."^C� ,�F ►ATE: IF THIS MICROFILIAED DRAWING IS LESS CLEAR THAN +I THIS NOTICE, 7T IS DUE TO THF. QUALITY OF THE ORIGINAL DRAWING. __-- OE 62 1? It 92 42 IZ C? Z'Z ILO 02 ''1 61 81 LI 91 41 *1 Cl 21 II 01 6 0 [ 9 6 b E '.• t I•'•A» 5 • fir- FnIII I I I II I I I)I I t f l l l N 111111111III f 1111 N,b f l l lnnll gI�IL L►IN►►ILENII►p I1 NEN h 1111 N n I ul llu�E lu l l ul lll►U h 11111 Nllu a 11 n lh a(l cul I n ll�qu!'l uh urh n lh)u l n(�u u h u lbulluubu�Ilwluu L l L I b I I I hnII11u 6 m bwlNdlllullluluu�llL a lnul l inl�wllul .._ •. : r. APRIL 1 1991 lr;-� «. Vii.. .,_ �, r •- - ��,.^.,.,w.�-_,_...,_._.�.._._ .,.„�.,... _. - ^,� ..,...,...,_... tw OR -1A LV 0 --,L-N..- I' _,.� ----j .__ I-- Tigard, Oregon _ Developed by 0C�4 r �4 7 -1 \\ Co _ _.,� 9 -.,P A 8625 S.W. Cascade Avenue Beaverton, Oregon L-ctc 0.1 CFc � i nct� &teo I " p .ara..��r•.ww.,rr. ,..„•,,,...„....err a...y.�,,,yr;n. �,,,..w....x. owyp,.y..,-.:... ..,,rete„arHw.:,w:K""'++'r°^r"'"'•M.�.F.'N.m ,.: � �.. , P . C . uMb�w 1 SAITO a / MACKENZIE Q . _. 0690 S . W . BANCROFT ST . PORTLAND , OREGON U qp POrtlaml t EMBASSY SUITES HOTEL 1 ,{ N� PROPOSED ONE EMBASSY CENTRE It ENGINEERINGMACKENZIE INC X .411 ENGINEER 1 : wtlw.n:k 0690 S . W . BANCROFT ST . PORTLAND , OREGON WASHINGTON SQUARt DFUVE No 2 - Lake P. O CIVIL / STRUCT . v v W "' � s 9, J .: WASHINGTON SQUARE t2 1 � H,vatynrv,• (il8tltitut a West i WASHINGTON 500ARE w � Unn r �� DRIVE NO 1u p0 C, � L � R MIL DONALD VICINITY MAP SITE LOCATION MAP 27501 S . W . 95TH WILLSONVILLE , OREGON INDEX OF INC . I . r . , COVER SHEET Qk:E.i" BUILDING UIN" DRAw lm T1 . 1 DRAWING CRITERIA AND PARTITION TYPES 51 . 1 GENERAL NOTES X11 S . W COLUMBIA PORTLAND , OREGON ' f,-LV-.0 DRAWINGS 52. 1 PILE CAP PLAN C2. 1 SITE GRADING AND LAYOUT PLAN S2.2 SLAB PLAN C2. 2 SITE UTILITIES PLAN S2. 3 LEVEL TWO FRAMING PLAN C2. 3 SITE SURVEY S2. 4 LEVEL THREE FRAMING PLAN C8. 1 SITE DETAILS S2. 5 LEVEL FOUR FRAMING PLAN S2.6 LEVEL FIVE FRAMING PLAN UFIE BUILDINARCHITECTURADgaWIM5 S2. 7 ROOF FRAMING PLAN A2. 1 LEVEL ONE FLOOR PLAN 53. 1 SHEARWALL ELEVATIONS LANDSCAPE NORTHWEST LANDSCAPE INDUSTRIES A2. 2 LEVEL TWO FLOOR PLAN A2. 3 LEVEL THREE FLOOR PLAN 54. 1 COLUMN SCHEDULE A2. 4 LEVEL FOUR FLOOR PLAN C�1✓C{ ' A2. 5 LEVEL FIVE FLOOR PLAN S8. 1 PILE CAP DETAILS 16075 S •W . UPPER B O O N E S FERRY R D • TIG A R D , OREGON A2. 6 ROOF PLAN 58. 7_ MAT PILE CAP DETAILS SC�- 58. 3 FOUNDATION DETAILS A3. 1 NORTH AND WEST BUILDING ELEVATIONS S8. 4 BEAM ELEVATIONS AND BEAM DETAILS A3. 2 SOUTH AND EAST BUILDING ELEVATIONS S8. 5 BEAM ELEVATIONS AND BEAM DETAILS A3. 3 BUILDING SECTIONS 58.6 ELEVATOR PLATFORM PLANS AND DETAILS A3. 4 WALL SECTIONS A3. 5 WALL SECTIONS EAB&N-Sa STRUCT(1$E A$CHITECTUAL UBAYLLl;un.a WESTWOOD CONSTRUCTION A5. 1 .,0$$Y/ELEVATOR INTERIOR ELEVATIONS PA2. 1 LEVEL ONE FLOOR FLAN RA GENEL A5. 2 LEVEL ONE AND LEVEL TWO CORRIDOR ELEVATIONS PA2.2 LEVEL TWO FLOOR PLAN A5. 3 TOILET ROOM AND COFFEE BAR ELEVATIONS FA2. 3 LEVEL THREE FLOOR PLAN A6. 1 LFVEL ONE REFLECTED CEILING PLAN PA3. 1 PARKING STRUCTURE ELEVATIOS 3030 S • W • MOODY P O R T L A N D OREGON A6. 2 LEVEL TWO REFLECTED CEILING PLAN PA3.2 BUILDING SECTION AND WALL SECTIONS CONTRACTOR A6. 3 LEVEL THREE REFLECTED CEILING PLAN 1 A6.4 LEVEL FOUR REFLECTEr) CEILING PLAN PA8, 1 DETAILS 111 A6. 5 LEVEL FIVE REFLEL,TED CEILING PLAN PA8. 2 STAIR DETAILS A7. 1 STAIR PLANS AND SECTIONS PAMIN 61RUCTURE TRU UAL VRAYi_ GB A7. 2 LOBBY STAIR PLAN AND DETAILS PS1. 1 GENERAL NOTES AND STANDARD DETAILS A8. 1 EXTERIOR SKIN DETAILS A8. 2 EXTERIOR SKIN DETAILS PS2. 1 LEVEL ONE FOIINPATION PLAN A8. 3 EXTERIOR SKIN DETAILS PS2. 2 LEVEL TWO FRAMING PLAN A8. 4 ROOF AND PENTHOUSE DETAILS PS2. 3 LEVEL THREE FRAMING PLAN A8. 5 LOBBY DETAILS A8. 6 INTERIOR DETAILS PS8. 1 FOUNDATION DETAILS FEPI-11 T NO. 091266 PS8.2 WALL AND COLUMN ELEVA'f 1 UNS AND DETAIL'; -- PS8. 3 wuaT STAIR rRANiNG 2:' OF 87 PS8.4 EAST STAIR FRAMING - ..,,. l1��1�11111111111111111tlfltlt�11111,F111IlIIIIIIIIll 11111111111111I 1I111111till 1111I111111 I11111111111I111I1111111111111111111111111111111I,1,�,1,11111111�111I11111111l11I111111f11111111 _. (�O ✓ r 9 10 3 4 5 6 7 1B II 12 b NOTE: I F TH IS M ICROF I LME D -- 7 ---V-�� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE To THF QUALITY OF TI-F ORIGINAL L f• DRAWING. OF 82 92 LZ 92 SZ ►Z EZ ZIZ I2 02 d1 81 LI 91 SI 101 Cl ZI II 01 • A 9 S 0 16 te111111111IIIIIIItIIfIIlilt 111Ntl1llduldlluhulhluluuLNduu�udNnMluhluhudluliiu�luiluidllnhulilullludllyln111�u11u1�lnilnnhmllnduulln�unilulhwluldwll1111�Uulunhulllullnnlllnhw> I�uuUw1U111llu�1udu11�IWln1t , .APRIL 11 1991 -- 6 ..>n�.wP"�.+vwrr. ,� - ra -:,.....: r• .:-:.:. ..,..._....; ..:..pp. >..;.. .mrl."'r..::.'. _ ...: r .x.... .-3.el"..' , .�. y ,. - _ I D"i" No U438 Assembly Rating -- 2 Hr _ Non-Searinji Wail Design No. U4b7 DRAWING CRITERIA: _ AbSH bearin}iWailHr. T Gypsum Wafltwafd,cilaee Fiber,MrtB191uds (A _� one layer Ma'prcpnNary type y,gypsum wallboard or veneer _ L ALL LARGE SCALE DRAWINGS (30 X 42) ARE 'SCNTIFIED B. SUB CATAGORY NUMBER REFFRING TO TYPE OF A "°"°°"'�p'r'""toeechs'oeW24around efuds2a' WP ION with 1'le'Type S drywall Screws8"c c.around j»nfmNer d es Thlclraaa:3•y." d,w) ssmbly and 12"o.c.at board sages Wallboard fastened u,anar- Limiting Height 113.5^ to BY TWO DIGITS AS F0LLOWS DRAWING OF GROUPING �'% � mediate studs with continuous'W' beads 01900111"Or 1'14" Atlprex Weight 6 psi hrlak.e sig. z %arType SdrywsUticrews 12"o.c 2al."glass fiber 0.65 Pcf friction fit Firs fast:ULC 71lT56,14.79 ! in stud space.Stagger joints 24' o c each side.(NLt9) Design W409 �1 a ii z. >i EST ION O 2 Sound Tat: CM-2.1.670 CEILING ,(� �.. Wn A. CATAGORY LETTER REFERING TO THE DI SCPLINE 1 . GENERAL CL a OR MAJOR DIVISION 2. SMALL SCALE PLANS3 pore l o FLOOR co T. TITLE SHEET 3. ELEVATIONS AND SECTIONS I studo---Cham,s, shaped. 3.6/6 wide by 1.1/4 to deep with 6 folded r•tum Gypsum Wallboard, - ItemY•Isp• Fabricated from No 26 MSG golvanitod steel Maximum stud Spacing 16 In O.C. One layer its'type X gypsum wallboard or veneer base applied ---"1 - COV J � L. LANDSCAPE 4. LARGE SCALE PLANS AND STRUCTURAL '�� 61.t.to'ba cut t In. the"oaaembly Mi hl 1. brow Sed Cslitrp Hummers-'J"• sG g runner, 21/2 In wide with une4usi toys and 21/ L D CAPE ( at hylar angles or parallel to each side of isle"metal saes 24" _ 2 "low and Csiling iiunrwrs +Nut trwwn h•nnal shaped runners. 3-b/6 In wide by 1.1/4 WP 1200 11 c, with 1"Type S drywall Screws 8"o.0 to vertical edges and Thickness.411s' ♦ M deep.hWkatsd riven I< MSG yaty sass. Position runners with Mum rep lewrro Mn 1 s 1 m daoP•fabricated Iran No 26 MSO gafvMlsed steel.AnacMd,u flour and calling with lee Tetrad we of well Runners attached to structural suPports with stead fasteners lucsibd nal � W O C. CIVIL - SITE D EVE L 0 P M E NT SCHEDULES) toners 24 in 0 maximurt, 12"o.c top end bottom runners and inlermedlsu studs.Stag- LApproximning Height 6 psi 9" Men 7 h1 from ends and not goner,hen 24 m d 3 Mineral and Fiber Board*--guard 1/2 in thick,square edge,attached to studs with 1-1/4 In 1 and hOrIZOnlal joints 24'0 C each side and Opera Fl-o Te Weighs 8 psi Z N S. STRUCTURAL 5. INTERIOR ELEVATIONS g °""°"'�a° FI eTFSI FMWP•45,rrlfl-GfJ 2 tIMe+B"ted►- GN"eft°Ped•rods,2Y. '" wide oy 'Y. i" deep.t'br"•'•d hon, IS MSG gait _ long Type S,Currusaonrununt.Nilupping wslsr•hNd$test sotews spaced 6 In 0C Joints Site*Idea (NLBj atwl. Cut to lengths Y. t0 Y. In. less than floor to caping height and speaa 24 sr cr 60C UJ covered with glia"fiber mesh ape. G5U T-17711.8/61 mm O.0 A. ARCHITECTURAL 6. REFLECTED CEILING PLANS Alarnea bond/ttachement fig 20 l c Mevla aluda. 1 1/4 in long,Type S 12.h als"xr sound Tear N4C 2385,7.28 70 resistant. aall•gPp,ny, waferJ,ead steel acraws,spaced 6 In.O.C.Joints Covered with g1aN h 3. Wi►Nbwtd, nypWrrr'-+ in. thick gypsum W$Ilfx'erd Inver partala. ser DPlnd ,n num 74 in w N I) J o' Wr mash ape. 600 mm(for metra Wecing)widths panels out S it.,ISN m length than floor 10 ceitmg height �CtCCC•AA777 I. INTERIORS 7. STAIR SECTIONS USO lnduotr,ss loo.-Ty eT0 - sashedyon" edges aiss of m utiro l wk. section nil T' Ruda. Free loge of and D•"•+• •s O United Sista.Gypsum Company-Typo ice, Gypsum Wallboard,Metal Studs taeMd to long log of '7"rrnnMa wish N/. in. long Type 6 NMilrilhng, s►Napp,r•g buSN O 4 Bata and B4nbu`---Pieced to nil interior of stud erdty,3 in minimum thickness Mad steel screws spaced root greater than 12 in O.C. W �/� Q U1 M. MECHANICAL 8. DETAILS USO Aaouatical Products Co. 9aee!ay°r'la'Type X gypsum weaboard or veneer bees appUed -_ ua/w Bath Oysswn Gs.-Trpe S,Jt �// Cri ti Wallboard,6ypwm•••-APPIlod vertialiy 5/8 In thick,attached to stud•with 1 in long,NN- parallel to each aide Of 30/s"metal studs spaced 24"O.c with 1" 4. yyalNosN,Gypsum'---'n In thick..4 IN or 1200 mm(for metric epacingl wide Wallboard so, �r/� 7 drilling,sell-tapping screws."Cod 6 In O C along the Sdoes of the board and 12 In O C In Type S drywall Screws 8"O.C.to edges and 12'o c.to,ntermedt- plied vertically in two layers inner or bd"oyer attached to Studs with 1 in long fylx 5 NM + V J 3 E. ELECTRICAL the held of the scud WP 171+ United states Gypsum Co.-Type C n, IP•x2 ste studs.Face layer%'plain a predecorated type X gypsum Thic�nes* 5'h" drilling wNiappiny bugle head steel aci awe sP+cao 21 In O.0 rbny the adgss and m the 6 Jdm Ta and Cwnpunyp Vinyl,dry or C 0,xad joint compound, applied in two coati a wallboard or venear base plied parallel l0 Studs over bane lay Limiting Heighl:1S'5" Haid of the hoards Uutor w face Meer onsched 1n studs $nal"J'♦unnera with Iy, m long (n 4 N PA. P STRUCTURE-ARCHITECTURAL T N 'MBER - CONSEC )TIVE SHEET NUMBER WITHIN ��pp Q PARKING C. SHEE �� joints end screw lauds. paper ups. 2 In wltte, emlwdded fin,lays of compound ever Werswithlaminsungcompo6ndoembedoverentiresurface Metal Approx Weight 10put Type B at Itia Fdk en of bugle Mad at*claws s s n &spared ,2 in Joi&lonts b vice on i end in TT joints. As an rNernsta, •.ominal 3/32 In thiole gypsum veneer pteelar may ba applied to the I bass and top rstaiMt channels. f3tagger)p10M 24' O.C. each Fire real:De ign LJ•31,8-2.80 ouggirthe fiald W Cha oherds end staggered from Screws ,n inner lever. Joins between inner and y-= tD PS. PARKING STRUCTURE-STRUCTURAL F_!;GH SUB CATAGORY entire sur'acsatClassified vsnssrboeaboasd Joinaralnfureed 1 layer and side (NI-8) Design pose layers Naggeud tedOutlayer too)Writcovered with parwr ap. .nd ,nrnt comDuur,d Ea S v 1 Joints--Tissted with ataaa fiber tape and telex modified Portland cement mortar or ANSI I SOurd fast:RAL TL 61.213,7-8$1 pored Screw I:eedS Gypou with joint compound. f� 4 008 fl A136.1 type I organic adhesive Canadian sse QVn mmCe_Led-Type C. *Bearing the UL Claastfication Marking Unhad NaeN Eiyewm Co-Type C. 'Bearing the UL CleseAicatwn Marking W SYMBOLS AND REFERENCE: - - _--- - --� �- �. z ROOM 10 E ---- L089Y------_ W W 1 SECTION ROOM / SPACE - IDENTIFICATION 100 F1 9'0"� LEGEND CEILING LEGEND FIRE E)MNGUISHER ABBREVIATIONS U BUILDING SECTION KEY MARKS - -SI-CET # �RffERENCED LEGENDa SUB CATAGORY ELEVATIONS CEILING DIFFUSER (SUPPLY AIR) o CATA,flORY CONE. CONCRETE � W N - FINISH SCHEDULE ao"� DOOR NUMBER CPT. CARPET CEILING GRILLE (RETURN AIR) E.P. EPDXY PAINT Q ( FINISH CROUP 2A-10B-C FIRE EXTINGUISHER 0 NOTE: CEILING HEIGHT IDENTIFIED AS (- INDICATES NO CEILING. (A, WINDOW TYPE A WITH CABINET P B. PPAINT M BOARD DETAIL FOR CEILING HEIGHT IDENTIFIED AS V (VARIES), ® CEILING GRILLE (EXHAUST AIR) ----SUSPENDED ACOUSTICAL TiLE o ~ 1 SEE REFLECTED CEILING PLANS S kTr AAe `` M ROOM / SPAICE AFD FLOOR DRAIN 2A-10B-C FIRE EXTINGUISHER SLR. SEALER SPECIFICATIONS FOR TYPE) Q V) SECTION KEY MARKS - e WITH WALL MOUNTED BRACKET -- SHEET tT RECESSED LIGHTS z _ . SUB CATAGORY WR WATER RESISTANT - -- CATAGORY L IFS FLOOR SINK SURFACE MOUNTED LIGHTS DETAIL # J - INACTIVE DOOR LEAF 4 SPEAKER � U ELEVATION KEY MARKS - 2 iIY SHEET # ACTIVE DOOR LEAF 92 RECESSED DOWN LKl-(T Q -- sus ('ATAGORI� PARTITION DESIGNATION SHOD'�N L W a a+TAGORY P�_ ON DETAIL PLANS AND PLANS LA.NS Z -- DETAIL # ` - PERMUTATION � ROOF ACCESS HATCH AIL REFERENCE MARK - 4 _- D ET SHEET t� - PARTITION TYPE SUB CATAGOIRY (SEE SHEET T2 FOP CATAGORY PARiTTiON TYPES) PARTITION TYPES: (NOTE: FOR WALL FINISH ON FINAL SUBSTRATE (I.E. WPM ) SEE FINISH GROUP SCHEDULE) Q co -a w w tee PARTITION CONSTRUCTION -- PARTITION CONSTRUCTION ~ PARTITION CONSTRUCTION - z HOUR WALL PARTITION CONSTRUCTION a"-o -- - A.(P1A) -2 1/7' 25 GA MTL. STUDS AT 1 6° O-CL I JT I. I ----s A. 3A 2 LAYERS 1/2 FRECODE C GYPSUM PANELS ---- �-'------' A,(PM) -12" (X1N(7tETE VW1LL � �,jp+{•t�" ��1bR� :. PA►1EL�' U n -2 3/4" GLASS FUER 0.65 PCF FRICTION FIT N STUD SPACE g sI'bet --s - A(P'lA) -3 5/8" MIL. STUDS AT 2'-Or' O.C. C b/i1.) -- -- (E, ) - " -5/8" GYP. BD. TYPE '-C" EACH SiDE � -2 LAYERS 5/8" TYPE W GYP. BD. EACH SIDE S USG G-M STUDS AT 7-0" O.C- FIRE .G I �� • Z -CONSTRUCT PER GYP. ASSOC FIRE RESISTANCE I -CONSTRUCT PER GYP. AS'SOC. FRE RESISTANCE --� �1� 1988 uP-1076 DF.SiM MANUAL TWELVTH EDITION (19M)WP--1711 -1" SOUND ATTENUATION FIRE PANELS IN CAVITY -- i 8.(P48) -5/8" GYP. BD. 2t�° OG `+ DESIGN MANUAL TWELvrH EDITION ( ) I -7/tr'FURRWG CHANNELS AT z'-o" O.C. l 12" �df 1G WA�1rlaosax --OONS'TRUCT As PER UL DES u438 Z --- B.(P2B)-ANGELES 191.1x6 M (OR EQUAL) AT 1 fi" C;.c I --17' CONCRETE WALL ' -71P�' PuRWNA ui�►• Missiles �, ---� 4 - I � � �,o„ ori;', ------- B.(P1B) -WOOD PANEL SYSTEM 8)- 3�� 5 CIA ly'.T 6 ' T Vf, i -2 LAYERS 5/8" TYPE 'rX" GYP. BD. EACH SIDE 2 q; ; I �, - G/�J" i+.la'Pfz Itc-r T. solei < Q -5/8" TYPE "X" GYP. BD. � 4 •D` d.G. -CONSTRUCT PER GTP. ASSOC, FIRE RESISTANCE ?l,1 _ -0► ll•------- G(P4C) -5/8' Grp. BD. i ' -3 5/8" 25 Gk MTI. STUDS AT 2"--LY" O.G -• 94" 617 0x' I"..Ai✓H DESIGN MANUAL TWELFTH EDITION (1988)WP 1711 -3" SOUND ATTF.'NUATION BLANKET �i 0 F I j 1 =7/B" FURRING CHANNELS AT 7-0" O.G 'G1r¢al�•'1l G 'fit t-Fl. ��E 8" TYPE "x" GYP.BD. - �j" �Q U N O A'TTWN UATIe"+ -17" CONCRETE WALL 1 _IN"(61�1� ��.P'+'� Q (1. -5 / y (, �A2G) r7/r �++Y P i�D i^ I'*ti 14$V BP•L�i i -7/8" FURRING CHANNELS AT 7-Cr' O.G I RESISTANT GYP. BD.Nb! T1'1°SAX • lrsrl" fir. �A • 'VCE -S-GRAM SME, SEE INTERIOR ELEVATIONS -- `" ----- -- G(P1C) -5/8" GYP. BD. WITH REVEALS F P I ; ATL �3 T L�� _ �j 8,�` 1-9 &A t^T 1• 05T U D!� 6 '2 '-0" 0 4 I FOR LOCATION AND EXTENT r -5/8" TYPE 'X' GYP. BD. EACH SDE �,'G T' - - 9/� � �N !O -3 5/8" 25 Go MTL• STUDS AT 2--0" Q.C. 1"110-16 1v1J��li� �L T+er Ie�vTAINIG� 1 !•8MA N U A I. -3" 9DLW ATTENUATION BLANKET , IMI - D.(P4D) -1r' CONCRETE WAL -r; ' I -7/8" FLRRNG CHANNELS AT 2'-C)" O.G -5/8" WATER RESISfANf GYP. BO. ? RA -CERAMIC TILE. � INTERIOR ELEVATIONS �j i, P,REAVES FOR LOCATION AND EXTENT l __ _ _- �3 1 "�--^ . .oleo`M.. .... •�- _E i'4E (�`� e RrN `eve - I f r�l 1- >7•( ' i/rj" 5 ,M' kaD' L �7 t10`� �+ tee � .��. q I g ¢meq - �+ a1'R p 1 � • 1 i - -� �' 61�1RGF4/41�1 �'� LA>�0, AEGON 1P I v a a &06, - �+/ ' G P. b v Fsa�h 1+hG E I K r. G,1.►pl N 1� 0110. `�� OF b P 3 SHAFT WALL P 4 SHEARWALL =P1 INTERIOR WALL T72] STAIRWAY WALL _ -- MiL. STUDS WITH (NP. BD. EA SIDE /A` ?/II.C' •gOiOM�i hND I.OGw�fi MTL. STUDS WiTH GYP. BD. EA SiDE * A"` LDG K lr49 BOOM x•'179 ubt� MTI_. STUDS WITH GYP. BD. FA SIDE � WALL - C/E ' tJAYEF2 R�wlhTral�)" t'�`!P'�G BATE: F�N'� J )a 5/� W i�'f sip f I�aT a N'( / j,.l sti"E 12. w (:61 I Ya N T Ga1't° DRAWN BY:eo'r. ?�V. AT 101LES KVB/CAW/STS CHECKED 9Y': JJW REVISIONS: 1. 07-10-89 2. 08-14-89 PARTITION CONSTRUCTION PARTITION CONSTRUCTION_ PARTITION CONSTRUCTION PARTITION CONSTRUCTION 3• 10-9-89 A P6A VENEER STCXIf, MECHANICALLY ATTACHED -_: A(P7A) -WOOL) PANLL SYSTETII A(PM) -5/8" T - . ------- --- -_.. _-- A(1'� -DRYVIT (XJTSUI AT1ON !;I'S"!;I'S"YPE 'X' GYP. BD. ( ) - 1 -3 5/8" 25 GA MTI... STUDS AT 2'-O O.G G. -1/4" AIR !;'ACS -5/8" TYPE "X" GYP. BD, I •-(1) LAYER 5/8" EXTERIOR GYP, SHTH. ? -3 5/8" 25 Gk WT-, STUDS AT 7-0" O.G �-- ( -ANGELES 18�S600 (OR EQUAL} MiL. I -3" SOUND ATTENUATION BLANKET -150 BUiLDIW; FELT. 2 LAP MIN. I STUDS AT 18" O.0 -� -5/8" WATFR RESISTANT GYP.BD. -5/8" EXTERIOR GYP. SHTI-G '''i -3" SOUND ATTENUATION BLANKET -1 I -BATT INSULATION I --CERALt1C TILE, SEE INTERIOR ELEVATIONS -4" 16 (�4 MIL. STUDS AT 16" O.0 -5/8 T' E 'X' (1P. BD. i I FOR LOCATION AND EXTENT, -3" TT-IERMWIBER SOUND ATTENUATION OON"_ L)Cf PER GYT', ASSOC. FRE RESISfANC£ I -(1) LAYER 5/8" TYPE '�C' GYP. 80. FIRE HLANKET DESIGN MANUAL TWELFTH EDITION (1988)WP 1200 I B.(P5B) -3 5/6' 25 CA 10111- STUDS AT 2'-(Y' O.C, -5/9' SIiF�TFiOCK BRAD FIREOODE "C' GYP. PANELS _y I - --- B.(P88) -DR`MT OUMATION SYSTEM 4 I -5/8" WATER RESISTANT GYP.BD. --CON,TRUCT PER UL DES U457 I -(1) LAYER 94 EXTERIOR UA WTL- �J ,J { -C ERA X TILE. SEE INTERIOR ELEVATIONS _- _ ' ' '�) I -ANGELES 19' O.r-0 (OR EQUAL) MTI., ~- B.(P7e) --FABRK� PANEL. sYSTEb! � 7 - 10 P�`1 I FOR LOCATION AND EXTENT. -5/8" TYPE I X" GYP. BJ. � STLAS AT 1�` O.G 1 - B.(POB) -VENEER SONE. MECHN'1CALLY ATTXNM -' -3 5/8" 25 t;0. WIL. STUDS AT 2'--0" O.C, MAX. -BATT NSU I ATION tuc9.A(L-urn a AstaaArrs.P c. { - IS 1 4" AIR SPAS ( HE ,tees,u t Blairs RescRVFr - �'•-- C PSC -2 1 2" 25 Cha MTI. STUDS AT 16' O.G _ r nl -3�90UND ATTENUATION 9LANKET I -(2) LAYERS 5/�r' TYPE "X" GYP BD. ' o ��t V B runn y rrREPRO i / -5 8" TYPE 'X" GYP'. BD. �"' I �a IN AN>' IAArINER -XCEPT wlri 'i+F ( ) / _15# BUILDNG FELT, 2 LAE MI n ANv Arc NOT rc eK f OR REPRO 1 -2 1/2" SOUND ATTENUAn10N aL.AwET -- -CONSTRUCT PER GYP. ASSOC. FIRE RCZTAt4CE - PRIOR wRrrrErl PCP1as§tvN of u;'sn WATER RF�STANT t;YP.80. -5/8" EXTERIOR GYP. SMT}iG -6" 16 GA. MTL. STUDS AT 16" O.G DESIGN MMil111L TNIELFTH EDITION (18®t17WP 1200 SHEET •-{ERAM C, TiLE, SIT INTERIOR ELEVATIONS -3" THERMAFiBER SOUND ATTENUATION FOR LOCATION Aro EXTENT. FIRE BLANKET T 1 . 1 --5/8" SHIE TRO(X BRAID FREOODE "C' GYP, PANELS -COW!RC PER UL DES U457 L WALL P 8 PENTHOUSE WALL FP INTERIOR WALL _ P 6 LOBBY WALL �______ [kT -- t MR. STIRS WITH GYP. B0. AND (FRAME TSE MR.. STUDS WITH T t:YP, B0. EA �E t1iAl. WiTH EMs. W. EA. 90E OF JOB N0. 4 PERM T T NO. t3'i 1:'t,<.., { + I P28869 24 OF 97 ' w.......wyw.....,..... ... ..,.,...,.,«... ...+a.:,:.«.e•*� �.. .,.wig,.... ....,.�....,.,...,»•-,...w.•-....,.oe,.• �,. .r, II1III11111111111111111111111111111111111{111)1111111111.,1.o11w1.1.1.1,.1.1.1 11111111111 (+{1i►111111i1If11Jill iI1111111I111{111111f1111I�1111nn11111111`'118 I IN NOTE: IF THIS MICROFILMED - " ' 3 4 10 _ 5 8 7 ® 9 1I 12 1 DRAWING IS LESS CLEAR THAN THIS NOT ICE, IT 15 DILE TO Tlf QUALITY OF TiE ORIGINAL -- -----' --' DRAWING. Ot; 62 A2 L2 92 S2 b2 Cott 22 12 02 61 91 LI 91 SI bI EI 21 II 01 6 9 L ir11iIIIIIn111nulnnlnnhnflnulllulll111111111pf{ItlIIn111unItn11111tIUu1pf11111111111111111111111111111+111111IIllllllillltll111111>Illllitlllillllllill11111NIIINIIIIILfIi11I11111111f11111�1111�I1WUlIIIIIIIIHIiiIII{iIIIhNIiIWiliflldllllUlhllhll1t11111IIH111111iiWI1IH , APRIL 11 1991 e- a+.r DI*1.F,—;0.�� F GI`"EIJS:c��l� D�r;�N51Al��a _ A� ;` ,/-,, A e �1•pil ; .^II . LEGEND KEYNOTES I I 6s I I •n �(�,qh i� i�' Z 1. A5P'r',A. C - I'•A' - — C 41_� 250 EXISTING ELEVATION �. CCI.,C"'�-t SLA: �►. QP1��: 25 ` PROPOSED FiWSH GRADE F . _ C2i EXISTING TREE 70 REMAIN � c o Ic _ G,•' =x'UP,z ' �;*iA,�, z CMU WALL, PtE�1�F. '� TUp,EJr�tICN,�E, l✓ACN GATE, 1 F- s, EXISTING TRE,- TC BE REMOVED �y NAre r2. (o'CcIJCI 1J/#�@4b"O/G EACH /LIQ/2x1112x /4x0' 2 Ir�E�O�Q (�_l/ WA TQ GATE AT EA;� EIJ ' D of Cjr�r)uT WALL_ L Y Q I IMOD �I t_ if G:ouD i I © CATCH BASIN Cf) EQUAL 1OL-A . MITE► ?oub�P FxTJQ6 4 FIELD 114LET y a D NUTS, y a r w `� ? N N — N WASAV - 2" AC PAVING SECTION (f, wA. ..6 r,106JWj' FIXTVQe �j 1 ° .. ✓ Z p SLAT - � ac�� .�.A `!C;A_ -�A..f,� ,J.� O a �W LL c -- �► w piICHO',X-WILCOx 1045 I _ 3" AC PAVING SECTION KING-IE°, WELDED ► B I. /(/�) ' Q i �iTEEL 6Ar'1 � p "4AF�� \„1<-.P� SEE �E Ai✓•- JCS xU) :Ir r I •I Irr-Awr _ \9 TO (Wt TOP ° 507ToMr U �_ - a �11) f ; z r �, S-LAt - i'� �� Cor crf,ETE ��LAP� _ L-_ J `� L___J `, -Inx�"GS�Af�1 W/L2? I'IATL.•a 6x15'"�G 'EE SET 1/cam ,z cl *o \, toGt I'•C�° m II,I��I►; P,1C�IA�;DS•WILcc�x CANT GALV. CAP11'11A4t >rt7LT5 °� �111J O '-04 WWEL6 TO MATCEI r�.nLT w�24 W/I't epei� ZE-1014& Exp o G -GigTF 5 � ��---- CMU wAI.L �t1�1F c THihU �A�, TOP � r�ntTc�1 � u � �� .. T, ."— IN .LA15 AT CL012eO A4 4' Zoc.t 16FL pd AC PAVING PCO NCI, , 2 F f�►T"-I E� �►G �A� �� •�rp �\ TRASH ENCLOSURE PLAN 2 ` TRASH ENCLOSURE SECTION s TYP. TRASH ENCLOSURE SCREEN 4 DETAIL EICISTI 46 PAYING LLj 3 EI<iCOT aG S 0Iti,,&6v- J -UI Mlh) Z z z S4 Ei'tjrlrl`!5+117alS 1L-:.. WO SP1 4-11701v'IV;i� W u4b§O / 10 E- "42 AA•SA 5 E E �'. 3/L61 a fOn m ST!r.lGT Co2b 'D 2E -"A, d V J �- � - cc m m Z 4 1 l L L{ +" Y LU m 12 24� 250 (•2. 25L 2`0 - ----� I TYP Q 20° L.Aw A&OCApa 11;6A6.+D W/�XT(J Q✓�D C.uR6. W d 0 24g 252 8 - _ Z1• HAuDIC.A �A��- .C: SEE ?'I... 12,Kb. / 24q - - ---- p o 18 --- ---------- - - --- - - - \ ' - -- - 2to2 — Z O 2�.o' 12.0 ( 1 i rnA..��2rE2 oAD � ' ; ' ' ._-._- -- -- J -- :: . . :: : .: ..a � � 23. 6�.Gi.�►O.. P�EVee�+r'1C��• YA✓,.� 10 T- Q' 25 - � / '� ' � L I .. � 0 J ' ,./ 1 P �A 14KING STRUCTURE �� \ OFFICE BUILDING _ _ � 20 0 0 < I 1 LEVET_ THREE F F.k 262.0' F.F.E. 263.0' I \ \ i LEVEL I�WO F.F.c, kaa.E) \ \ { 2 I (U • 181.33' LEVEL_ONE F.F.E d., I�— .a f.- i•I.o' I� 'co 21 0'p _ _.—._ __ - - - - �sz -- ------ --- --- --- - _- ------ - IL 24 5,c�' ,�(01.0' 16 :. Z `' z Q 44 r 245.0 1 \ T/G 44 o � - ' ,245.0' �' � 1 :�: � x� w Q U 1 2 RG2 11 �` j1 :: ~ 2loj o' , `` 20 2 Q I G2 I L: ►,. C81 _ 'N - I t i 1 245,0' 00 I �(12�° • � I _:a�5' ,n 1 1 N NN l� V A n T/G ~ 20CO 2$+r; ' I co PILO 111EST <C/ /rG1==2�3�o \ ` N 8e21 1, � I 1 o f+ l I 2(44.5' T w Tj G L AP� IJC V u off 2`6 25. o °j .�49 v` to �(0 248 ZSo O 25/1 , ,Af� ` ~�.^ Gam''� 1 }Ic► ` � E�`11>V �, V � � j- ,t'� 75 `• .� Irl 2� 60 2 1 ,- � ?VE„ 01vF �O,�SCi . F (' Y / N B8' 21' 33' W 580,99 �- 1 E 1 �. fitGb^+ ~ + ` �� G? -' C V'',L ~►tiC/G� 2t:�,15J ✓ ,/C,� �!� - i ; rV IAL INr1�G. IL ti . i Fi.cX�r, X45 5 SEc�No FLCX�r, 1-'1131 of 5,F DATE _._� ._ _ THiT*,r, FLDnr►, lb,l69 irk 5-- 15-89 �a�pE2--` C:: � . E2 FrUr►TH 11.00", 16,ft.b 5.F PIPIH PL(x)P*, 1'i,g9'I 5,f DRAW << 0 70UL 49,005 4, C;0f1% ACC 90,I►,1Q& CHECKEDBY JEFF i I .QI�iUSGA�P. Ar-,CA REVISIONS L�,�IrYCAPED 2u O SiTE FOUNDATION PERMIT 5-15-89 UN 2. 08-14.89 3 . 110-9. ---89 r r PARK-I NCS ��M ---- ------ - �uRFAc.E l —p c�,rr�ocea� S aU6-.- Z6 ('' C7 >< �,.p' '! 'IN ALLIIWAIfpe ftVit)�rf� •r ``11 C� 1DI.Ai�•►/Tl�.iye�)��+.LGS i`,� �esr.�uwwN•e�eeRveo �V �'�,,,.- �,�: L L�"�)I' `� Af AP'-irMi\I r��llr�ll�l� �.r0��1"I�,•T Y��►�'�— —_-.__ i-`-'—__---.— „ .`',w',e uev5.e'., .r"ur• u' SRI Ht SI a W"' Rf 'O*W. -`1f0•J4'tJa§ iq�' _ ti►,II SITE GRADING AND LAYOUT PLAN - C2. 1 w 2r� r 1 0 -0w PERMIT NO. 891266 e_ North 211 , 25 OF' 87 JOB NO 288607 r.r wriAWT t r.«n t en reeve w IiI 111 1 1 1 1 I I I 1 r i11 11, 1 ( 1 I , 1 1 1 1..1. .. . ! ,,. �•! ! X 1 1 ( I 1 1 1 1 1 1 1 1 1 1 1 1 � I I � I I I � I I n� 1 � 1 1 1 � 1 ,lilt I I 1'1'i'I'1'I I I'1'1'1'I'I')'1'I'1'I'1'I'1'�'I'I'1'('I I I I�'�11 11 111 I I 1 1 I I I I I 1 1 I I,1►1,111 I►, www�.a•-.._.�._....._._ • _ rib • I 2•._._ 3 4 5 6 7 8 9 10 11 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN A r THIS NOTICE, 11 IS DILE IT) THF QUALITY OF THE ORIGINAL DRAWING. r of 6Z 9z Lz 9? sz ez ez zz iz 02 61 W it 91 sl 41 EI 21 11 01 6 9 1 9 s' �-Ib dllllllll►I1111111'III Ill nlH►►I+,►1111►dUIIIIUIIrIHI►►I►In111►►ul►mlln,lullb1I11fill 111I11u111r11llunln►IIollllulilnlh�I�IInII�n11nr1�IHlh,nhuihulluulnllllnlluuluulul�lwll�uluI161IIlIiIIIIInlnllluull1j1111�11U1u11111u�1111ulnulu,Mll�llu„ APRIL 111991 ,. 1 -'-.-^�. ":'•'tea, . :,:,^ i-.. r ,«a-,.. _ .-___,..__.. _._._...__ . _ ,. .w.w«..I....,_ _ , KEYNOTES --- PA,2.9- -+G L Z V E - 0d7 -_�,.r,l-,tea._ �=-:� J' ,s/(;R.J•7r1E'J �•OC.L- � �i 0 (f} � o 4,09Et"04E 61 �F. 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G-� '^'., � �J I 12 2 ri � Gu N fl U T F G.:,2 Q `9% = u�_ �-- �f�,'� r I -0 3� �•Q rocs-EF5-t- ,,.;AkrER �� E2 sa 2, /�� , � -A;�.•''�p. �J ' �:J «G�' '� 3 Pi`� 33 w ° • �:...... •., N88'21' 33"w I �c �A� moo.. r c - �a?( <01� ><iJTuf■F. u��. it G EJ, TO E.x I ST, �` $IIS M. _a✓ i� C U I I8 G.�] , 2 10, Z21 52t vE1e 1 J_ -- -_ -- -- ><� 3 � �� PROF . S �w■wTs�aw.w.wl.w.w.1w��■��w. wr.w.ww■w.■�wrrrw �� 1N� •E`S`fll.� N 8 21' 33" W SM.99' TG E��IA 1•I E J L�I�.IGTI O l+l �� 01 caRA7)E of 'c- IF(I.IE)= Z3c..�o T �E 5'Zc II1''iA?iS�• A�) G�+r�"R E_D WJE 1 I (Y MI�JIh'ILI"I 3' v�GU�/_� Fv"IToP FG a�.G 3, p0 i a� P,nE f"'AY aEGi_ 2_ 'CGU•-Ig'11:.+c?'OJ '%?�Ol�l► IEI 1.yey�J�. -r0 PPA2-'I'�EJT�� of r�Y W.ti1 LEGEND NEW EXIST. DAT 5- 15-89 011011110010 1000101110 NOTES -- - PAVViq RY Sanitary Sewer Line ��'^� 1. ALL WATERLINE CONNECTIONS SHALL CONFORM TD mi-E SIANGARDS AND REQUIREMENTS OF THE METZGER WATER DISTRICT . 1HE CONTRACIUR Storm Sewer Line 1111111188411111 ""' CHECkEUBY SHALL BE RESPONSIBLE TO COORDINATE CONSTRUCTION AcTIVIT'!, SGL INCLUDING RESETTING OF THE EXISTING WATER METER (TO THE Water Line 1110010110110110111 ------ APARTMENTS) WITH THE WATER DISTRICT. REVISIONS Telephone Line SITE FOUNDATION 2. ALL WORK. SHALL CONFORM TO THE CITY OF TIGARD STANDARDS AND REQUIREMENTS OF GOVERNING JURISDICTIONS. Manhr'e r9) U PERMIT 5 15-89 1. 07-10-89 3. THE CONTRACTOR SHALL HE RESPONSI:(LE TO VERIFY THE LOCATION, Catch Basin ® ❑ 2, 08-14-89 HORIZUNTAL AND VERTICAL, OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIDR To CONSTRUCTION. NOTIFY THE — 3. 10- 9-89 ARCHITECT/ENGINEER OF ANY , DISCREPANCIES„ ALL EXISTING Cleanout X00.0. UTILITIES WITHIN THE PROPOSED BUILDING OR PARk::ING STRUCTURE �( SHALL BE REMOVED AND EXCAVATIONS BAC4:.FILLED WITH CRUSHED (=ire Hydrant y F.H. 1_ ROCk::, COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS. a Z M111,ALL R1UNT5 RESERvE�AT E9 PC y _ ( '•.F'�( '!PAWINGS AM 'M, PRI)-EPTY Of•• •FNLIE SA'1U A ASbOL'AIES P.: `M ^► ,A AND ARE NOT TO BE USED OR REPRO "IOR WRITTEN PERMISSION Of M SA AA1)IN ANY MANNER ExCEPT WITH SHFFT SIVE UTILITIES C2.2 U LI IES PILAN - 1 IF 20'--o° 0F *r PERMIT 1\10. (391266 _ North 10B NO. 28869 i?I Cir- r:I-7 — - i Wit-1 AMFT IF PPIN7 A BSP R 3301 fi - 1 ill 111 111 1111111 1111111 1111111 Jill 1111 111III 1111111 Il111t1 IIII111 IIIIIIIIIIIIII IIIIIIIIlllllll 111111111111111 1111111IIIII111 IIII1111111I111 IIII111I1111111 11,I1111111I111 ` 2 3 4 5 6 7 9 9 10 11 12 + h NOTE: IF THIS M ICRO F I I.MED A "' "••" r — —_ DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUAI.ITY OF TW ORIGINAL DRAWINE:. of e2 92 z2 92 52 *2 EZ 22 12 02 61 81 t1 91 91 *1 CI 21 11 01 -6 9 1 9 5 ► 'EI - 2 ' ,r1111111I1111Iunlun{nnlnnllnlluul1111I1111I11p111nlnolonllndunllull1111I1111I1111I1111I1111III11I11gIIl11II1111111iIII11I1111I11i1II111IM11Itt11I1111IIIliI11UI11i1)IIiIIIIIlI1111Ifl11IlU1I11111U11III11I1111IN11I1111I!NIIIWINlA�tUllllflllUfl1111W1Ip11I11111WtI11N APRIL 11 1991 "i Ip �:, , , •; ,j : a f .j ,a i (.` Y. 41 j I i i p t i• 7 111 I Y ! 1 i MR111M11eMtIMY�e� !- ." '. f C i - i. • r , I , , I , • - s r ; ' � � .l i :j. a S'.I F 4 •.. ' � ,•� + ' .1 i'. -t i .q _ � 'T - � 'i. 1 � _ • , -- � .'Ir � � n y • � 1 � t� �J'�' ., ' � y �' •T. 1 1 {, ,/�111 f • 1 r "'" co 1 � 1 /Z w CNi _ Xj �. < � �Y. iWs<,.v.i�..W ..-�v.,duN.+rp.,1.1MW.W1 us..,,a'fA.se.GW4r11bM•iLw„i.i YW.ii,+ { LEGEND ___ '[E+SPNOF�ta ttt4efz P90FI-OKTie LINE. o � fes{ �� - -W WAiHfZ L1h1E -T — [Et_P-F°►�cp{E l•tllyd t`! a' y oc.AP.e,,ew�R Q TElLF'1+UNC , cJieE N. 58" `L l' >3"W 1`moi '0, _ by ti FErd�E ; ,k� �,U 011 11�v 11v ti�1ri b��V • WATER VALV F- "�` 2 �� t�E� � —` hj^ O 6 F,H FIKE 14YV9ANT ,'., C7 "^ T 0 N CAJ-,:N CI?SIN /tel ,.•, t �;, ,, - y, y •';,,, �, ti C' b N C) M K N1AhIHpI_� s t~ ° "g �'b aaly �ti b•7 __ -- ---- < H�Ic, r LIF�NT P�t.� �.,,./ � � Gti�`• ��+ �,�� A v `y� lr� U /,�� b!�a I !_1 uF-W1Ny _ t- Z4C R y Mt�, V ��v crV� k a �)` Q —. �� ►~'.• ►y• �� ' h ti ti� ti T+ 41, ffl�l 1!L Y l>~'_Go to ru V\ iii .-• (w N 10 s4I ►q' Tz58'>� Ing \1 ► P p y A A h� y �� ti, h� \b� �V w L /'�� / 2 Z �m I ..� I ��a p� n,'° a" + ,�" ti �•2t' 3 s" w 4y �.� �2 r;;,.00 t ,Sp 11 LU cr ` \ �� , iu �� 41 Q LL `,l-41 37 .i\Q t Q � Q vC I �S \ \ r `•� � \\ -1-N d2 ��.Ip \ \ � F \ � \ � - � 0b ? X111 `� E \ ~� Q jt+$?2 Q N 1 �W� - "" ' z 41 3s.� u; `--� f F, ; � .Z .•` ` ` 1 t a (Jr I -T 'o MN*\ ` SIJ1T,4 `� �' .'L �A ITS a�Y EWE C r ~-� C i ^�$ 0� 441 at11' g� �� QY �I W E_R2 y y y.�j. .: `v •, \ I E_-l�7� '` `t1 _. �` � 1 \ .L 1 f;' N'[\.l T_.�L -�1r -, - -- �yll—__._,_.__--IV, --__.-----____-. __w_ - __ _ J �y .._ _ ___ - Yv 1ti. w� +n V t f,,.war>r P-1 I c \ Aw .v I C� �I �Q 2 \ \ \t \ yh R�w.r wv , \ \Z ,x yx'P I,�t \ Q. W PSS _ — uj — _ 0 01 � 1 o A��HAL--r , o I 411 •'' 1N �Y W Ys _ do i' ,� m W N- , \ L Yf ►tel. $f3' 2!' 33' W 2 b.31 N. *60 21 X33" W..- 110.18' � 2`� _ -i -,� �- � __ _ F � j _ _ H V/ '� _ sF--- -'"!�' —"T""--� _ x i r-w► — - s" '1,'''x 35'AGGiiS'i E. 5[.PIE�tiT moo. Q (-MM/1_iI 1 z; , t -- --- --• - � -----� \\� � � ZGG bb f.>�j f,,rlt lU �� / V C•�vIGE LATE ' x , 1 I -- - \ ,� ' i d n.��a o'� h\ ti• `ti ah h u' J .ro APA rrn l- \ I \ ` N Q. '!�G ti htiro V� w f /�{ (p •___ F D6 �f' v�MSN rte---� E �� PL\v� _r -� Y� 1 I .,1 NY�g� n�` ��f'HAt_ 1" 1V1211i�W.oa` �` CL `t + o m ?60.2G I co -X_ A_ -• - _t r - x_ - - -Jt-/x.s� �-Y_ x- _ _ _ —re" ==?c--- -K x---- x-- K x—._ _� \ l � 2I' Y ---I-- x- -T r'' N. aS 3 3 w t�n.00 ! ,, W 1� 90 Ilk N V �` U y v� a M b 0 p *u' ,\, A^' _M \0 n �. �► c�' �a y' ��` H� h b. X64` , � o 1 tia �` H' �¢� PP rah ti U. N� 1A� It /�,`�' ti� h�, n�' N�` by r� h� tiN n" h n� ti ti ti *` a u1 j �� t y f t �L_t�C z 2/ 13/89 Ilk ar.Yal.•rl'r•n.� I;HECKEOl3Y RF:VISIONS NO CHANGES .1. 07-10769 Nq CNAWES �le9L SEN KEY A KTM �N '1 ( �" - �. 10- ae •� � � I, ' � I• l �, t�P �iHdsaN��+ ,' I •, � � 1 � 4 1 ', i �+ 1 I �1 I v SCI l�fygAYt�► •C. 04 o tlie v 1 Y.Wp sM.1„pY io er usF o�M AI �•: + ( • { �' .� • `1 ..' � ''}" ,r �\ ' ` , '�. `� F� y, o OM!MP,rA NhEIIgERI'4fP1 Mi/rM[ • ' •� 1 1 � II ' _ 1l � I . �r �lb PKI �I Q PRp'on YE«rf,u,fru«of u�s,A i} y ' \ 'O�i'90 I :z ' SHEET p W a :� Eli Vf C3 O f3 L. , AOT SET 1,7 I , [ i { r , Tr _ _..,.w..r..e.+nwlnrw..M1Y• •« ,elletYr• rr+t l/IIIe111t tMMi�V/aieM a .,� - �... • � . ». ....w.•...,-..,..,... "�,--.,..•.....,.. _ ... - _ ♦.� 1 ,. 1 - _ .. /. .. .d, , ... a.. i. _ . ,..,I••.r-.. ht0Yli11M.i .�fr�♦MYN �+e r ..�..•,+.�.w ....•_..•..w�wv ._M•"n +.�•� 1h.1MMl,r1 _,..._r.) i p N' b11111►�1111rlrIllll111�11t�r1r�111�111�1111111Irlr�Ill�III�IlI�111�1�►�,II�Ii1i,lI�111,tIt111 pill,1,�,II�111I111�II,lII1�rI1�111`Ilrill►�,►IIIlr111r�11r�IlI`1lI{IIIIIII�II,IIII�rIr�Ilr11II ...._._ . _ _ 2 3 4 5 M 8 7 8 9 I'0 I I 12 NOTE: lF THIS MICROFILMED - -~ ---^� " DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE. ORIGINAL --- - "- --" DRAWING. Of. 82 82 L2 92 SZ IPZ E2 ZZ t2 02 61 61 11 91 Si b1 E1`I 21 11 01 6 9 L 9 S b E c' INIIIr;IIIruhndnulYmlHu�llullunlntduulnullrnLmhnrh1116111h1HhlulnnlnuluuimlllNlhnl6mlun1n111u1111n1hmfnllJluIII111I111111111IIIIlIIII�IIIlI1111II111IIIIlI11'1�lluluuLlnhNllnnlnnlnuhul�utllnutiuulilul�►tlluuhndl;ll�tudln� ° APRIL 11 1. 991 _ � SYANd 41�-f� MAO- PF- AO-PE 14 UA. ALU"I i l IZ EP F`c�IL At)' L_-r-111 f IAO► oLE -- - - _)TFEL - - Qc)CL ` --- _ AG PAV I N M m to T-2 :) X F/�,[_Tc;V_-1' 1 A8F-I'-AT C' / �',1 'ie To T f;1 � 0 Ta '..}r�•('�r-� �`"�-�•,-.- •�bs, R-15 F'R- �c.C71 n 1-1 -_--._---�' % =�� f�o,,v+ �I G hi I -'- p ,r, Cur.r; 'r,c�, ,y -i1ELL"� ALL Jo1uT5 z IL m N LLJ u, I� 1f- 0 DOA'aE GULa fZ4 E _� - � S w Z i.1�IJP4GAfes'►JC2 f��I iN(� • 5 p" I"11M _ I -' z uwi o c`n c PL�.IJ GIM. � . o� D.�;OI • . GpIv .. N 11Uz 7Cf' P d sA o? ?,AV 4OEE DkT I/C8 I iZAOIU LAND 0 Lij azw0iG/ f'I� J iLL I - wr - }� - ..) y' �' �� ! I IIIii I I i - .� I JI - ?• I' ��jl `�a u: ----1111'' - 1 3• I, Irl_ '111.IF I Cr � Ft I1 �;� DI'gErwwc, ("IIIJIMuM Oil I{ , � Gf"1P („I1�1.1�01-E pETA1� � Cv �-aEGTIo►� -� .,U�� G►�T _ �„"' v PAv �L.. ►o�J 2 STA I�pA R-I� I lel` C IJ f�•� ••� � �.X��l� I�� r' �=-1� 1�-i� _ ,-- - AL _ - G8 9 C2 l 1 WO /4 1 h LL 2 - Q i'L G.I C�Ft.a', E F- W Q - -- \/ PAINCa ' st - ` 2 G D h1 c; 44--T1L C.0 s-b ,Y 5Fp_ DeT. 2`C t-i I 0 ~ - �II�ADIUS I % yHVWri, L�nll�4r,j.f�G co WwL�.ILE ReR'O, CAA �A►•h►� 2Q I �� B Q _ �++ n- I M Q LU NIbH �y„� Z P��7I-I f' a �E !�'I�T'c� c.V¢PS L_ • , - �RI �� U I.hR/I IaTi VF &AZ K.-Rl L- _ !►� ! .� d L.i.i Ucc_ g o�r-� s t�� R�.'r? I� 1h1 g % t ►G F t.IoIZH �'.hPN� 7 TO FIST I,r•l-iD4Eiir�;14G� 2 �.a►fF ^ , Px�7G III - a -_(!!!! �II yIr I I! _ (��r=• H- FLS A G-l�U D P t P7r JIrJv _tfllll g 3 lit _ =-ala I W a I 'o \ SL-OP� PeR C.aQ�>1 I.�V Pt.A�-I ATO G-r't �s�• - .sr�I T,►0.( N_ P�E vf�1 I-.�u r1.a.Tt f�1�.1. I _' (I,{ u See p;.A►1cm --- \�N I PtF'E - S P�.[a-�15�2 X11!!! -� ar I !) �` _ tiTol�r✓t vR- ��.f-1;-P.R`( I I/4 sTL, a.l.L 1.:CL DED co�ls-r. \ 4-- - - l Q i ;I yVom 2/0 ` _ I S� I.C�L.aTt© , 4 .o.SP•�raL'f I;oUTslo►.! :b�TED ,Kz3-I r3.n -r I P Pe yaE PLA.► j FoR. _.._ c-� Z E L oG^'T 10 N i tic AhJ D U Z'-O n � 1"= I. Ni1.1 'ZI-o' covEt2 of ALL PIPE IhJ _0 �• !_ 1 _ o. � ' I , DR��c AREAS• USE v.I . PIPE UNTIL, MI,.: cov #. IS ALHEn/ED L 4 L�RAIJLJ�,ti(t f.'/�.�7E G �K�`sE r {.__:. ! ! Z. I�E L'fI.1GH TYPE G6 OR EG111.-L .'�. "' I© ��AN �. . T .��G►-t ��TA.I - I c:.�.-�M r�.�I N �T�.f _ _ _-_ _ --- CD - '} r�5 HAL �.iM°til..lGl.-J T c� . IJIz-� � �IG�I„)AL-I'�• ��T I OIJ "� `��... � / it - G � �I, J ' I m/ r s l'-v" ,�� ,Uvt•.IrrZAGTo1Z� avTloN �-'�o�l GC '4 I24 3/4. 'r TH!G. �TI-L '► 1 1 � r ; w v � o � 2T' S1Gti C iTp_ OREGON STATE LOCAL :o � rLOCAL FIRE DISTRICT HEALTH_DE rT. AUTHORITY , _ 25" EACH AREA 15 OF' TAj3ULATED `y ! TOTAL. AREA - TrP, l APPROVED DEVICE STANDARDS CONTRACTORS - i r NO REWIREMENT �� • 7d-L / nor �� LL� Cn ON DISTANCE -- 71 1 _ "PLYWOOD OVER FACE 07 BOLTS . APPROVED STANDARD COVER _ 24 :r _ • Cum _ _ � ' APPROVED �� I MIN. � � ILADDER/ 1N. SPOOLFLG..PE TF£ PLUIGGED CROSS WYE PLUG OR CAP PLAN VIEW __ �_-30.3/4' F.D.C. �(�pd 'RETAINER GLAND a' �= = Ij'XI FRAME a COVER -I TION +-'FLOW II II NOTE LID CENTER MARKING SHALL BE '•W•' IF USED FOR WATER I A 5w!.rP 4 I _ 2'MIN. _� • -] - -! 1 -{ THRUST : I BLOCK '4 Aar Pi-AN BEND PLUGGED CROSS 2 ` -.STANDARD M H DRAINTO DAYLIGHT PLUGGED TEE GROUT RUNGS 12"0 C G" THRUST BLOCKING DETAILS ' • LOCATED ON VERT. /Q . NOTES- FINISH SLOE OF MANHOLE, / - WITHIN Z*" OF I.CONCPETE THRUST 9LOCKI NG TO BE POURED AGAINST UNDISTURBED EARTH. � • •I/2' COVER AM FLOOR - FiIGFh _ ,a+••+D CITY of Tl(al►1<o R�� ••'''`'• _ ,_-- � . /��` 2. KEEP CONCRETE t'LEAR OF JOZIJT AND ACCESSORIES. _ .': 3-MI 3. THE REQUIRED THRUST BEARING AREAS FO SPECIAL CONNECTIONS ARE �wo�� OSBYCLEARANc SHOWN ENCIRCLED ON THE PLANS; e.9. 1N5INDICATES 15 SQUAPE � ONSHRINK FEET BEARING AREA REQUIRED. ./ I GROUT 4. IF NOT SHOWY ON PLANS REQUIRED BEARING' AREAS AT FIONFO3 SHALL EALS BE A5 INDICATED BELOW, ADJUSTED IF NECESSARY, TO CONFORM TO THE G 8• I ~T� TEST PRESSURE(S Z AND ALT OWABLE SOIL BEARING STRESS(ES) STATED GASKET •• CONCRETE EXTENSION RING 5- 15-89 j_^� _ �� IN THE SPECIAL SPECIFIC .'IOUs. . MANHOiNSTALLE AS REQUIRED TO BRING t1.. -�- A r I MANHOLE COVER [ FRAME TO BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLA�15 TAKE DESIGN GRADE- MAX 3 RINGS DRAWNBf I PRECEDENCE OVER. HEARING AREAS AND BLOCKING DETAILS SHOWN ON • . \� OR 12" MAX MMH n MIN SUMI THIS STANDARD DETAIL. • ' �'-ECCENTRIf, MANHOLE 'CP Ar NG APEA 0 RUST LOCKS I 5 FT. CHEGKEpBY - -- --- JEFF TEE, WYE, 90� BEND TEE SIDCWALK OAYLIGHT4.DRAINTO FITTING PLUG OF PLUGGED PL!1GGE0 SUMP PUMOR P SIZE CAP CROSS ON RUN 45°BEND 221i�'BEKD 11;jC1REND - 4e• - �� Y L1 -CURB STREET SURFACE ELEVATION 1.REVIS07 __ _ 'STANDARD •e" MANHOLE RISERS w �•; BACKWATER 4 -1.0 1 .4 !• 9 1.4 1.0 -- VALVE (ACCESSABLE) 5 2. 1 - - _ 3.o a. 3 �.0 1. 6 1 .0 � 2. 0$-14-89 T ►� 3 7 6 .4 2. 9 _ 1. 5 1.0 Y - --- 10 s.9 8.4 11.8 8.4 44v 2.4 . 2 NO CHANGES D,G.C. ZE TI�ITY ./At�L.'r !: 6-4:0 �"ao2 •"-- _--. l 0.1 F'✓G OF7 F(A..shL 0 Q_ �'GLL /Al + 12 8. 5 12.0 17.0 12.0 6. 6 3.4 --1. � RAM-SEX JOINT MATERIAL OR �. 10- 9-89 WIl N VALVE BOX �14 t1 . 5 1b. 3 30.0 1.E. 18;9 -4. 6 -173 cov Efi A E ENSIAN Ej 0 1 , 6.0 O EQUAL ALT. GROUT G H A RI G E S _ ��B 9.0 7.0 38.0 7.0 14.6 7. 8 - Q TYP -sz 5 3 4 .0 - 4 . D•Io'TO 24" MIN MAIN - - 24 4.'0 48 0 68 0 �18.0 _6` 6• fie" . t • 12» MAX I FE % T SIDP J - - NOTEsABOVE PEAP.IN[; AREAS EASED ON TEST PFB55URE OF 15� p.s. i . AND AN ` •� M.cKEHt,E1s�Tos�ssuu.�Esp - -- _ -_-- -- t -.. _ {� _ __ ALLOWABLE SOIL EEARI'JG 5'CRE55 OF 2,000 POUNDS PER SQUARE FOOT. � _ 1fMiALIRiGHtSpE4ERvE0 �- --ll - TO COMPUTE BEAP,IVG AREAS FOR DIFFERENT TEST PRESSURES AND SOIL " I ' y� • . •� • ' ----- ---- WING EQUATION: BEARING AREA - _ f - BEAP.I`1G STRESSES USE THE FOLLO Q J (TE,T PP_F.SSI'P.£/15(1) X (2000/SOIL BEAPT Uf: STRESS) x (TABLE VALUF) a QOMPACTED GRAY• M J. FLG. TEE. I 90%3/4' C AT NOTES , X 909� COMPACT!ON I. POURED CONCRkTIE BASE - S SACK APIX PAC 2SO0 PSI AT 24 DAYS CONCRETE 6' R Id MJ HOLDING SPOOL OR GROOVED 2 FORM GROOVED INVERT AND ANO MAKE SURRACE SMOOTH 1t) DIRECT FLAW. BLOCK ----/ FIELD MEASURE ! - C8. tAIf1 4 CU FT, CRUSHED SOCK AVAILABLE FROM PACIFIC WATER AROUND BASE FOR DRAINAGE WORKS SUPP!Y - .- - I ) ._ PORTLAND. OREGON <1 N D�T� l L-4-7)FI � y�U �� TAI - f Q--------- Gam. ------ ---- -- I �� I LOB I,)() - t 288697 •, .,.,,,.,,.•„ v,+,.,,,. ., „sq:: ,...,,,.w.y. ,:.. 11 -a;. •• � I .. ,. ,� I i _....,-....... ......•.,..... . I I I I 1 I I I III n , r• I. .. ,.� • .`` � ``(��11'' „ ::i i. may..:,, .: _• , - "... r�11�1�I1111111I111111'11il11IIIIf11i1111(1Jill 11111111Jill 1111I11111i�1111f11'�1111111111111� ' 1111111111111'1111111111111111)IIIIIl111111111III11111I 1 I I I IIlII1111111111111 111 II 1 10 (I 12 NOTE: IF THIS MICROFILMED ----w DRAWING 1S LESS CLEAR DIAN TH15 NOTICE. 11 is DUE TO THF QUALITY OF THE ORIGINAL L DRAWING. OE 52 87. t2 t72 S2 tie £e ee le be 61 471 11 91 $1 it 61 91 11 01 6 O L 9 S ` E Z I""`"" -• InlhnlluuLuIIHHIHIIh►nhulhn,Illnh1111,11+In111HIIbUih(IIIIHIIUIIhnlhnliuulnldllnlnul-wlnlllnuhudnuhnlhullnliJHnlnnhn1hu11uulludnnluuhluj1il111u)IIIWuulunbullnnlHu11n1btul�wlullhlulwlltlllln11hu4I1�Iun 1�_ • N APRIL 11 1991 ` R :f,, '^t t t 1 L �i "�1 i`'�4 S's .•.a, tx. .., "'° y r`."�+b. +` �', ._.. ,, .. ;. s�a.a .,."�4;.�9'�.la'rnr�!L1N.�,1'+'�.."s°�a.�F�'+�'.+. . .. '�• �� '. _ _ _ ' .� '1 _ 1 .s 3 4 5 A3.a� 6 7 8 9 .s 1 1 L -4" KEYNOTES - � -- - - ---- -_ - - - - - - - - - - -- -- - - -- - - t. A CEILING VAULTED RA 0 HOLD OPEN r-a' 1'-0" t'•�" r-a' r-c r-a' _ r-cr' r-a' r-a' r-a' r-a' z-a' r-a' la' - 1-r' D FIRE R 2 HR TEC N H L r r 2. WNCEALE E D00 ) (2)EO.SP (2)Ea.SP (2)EQ.SP (2)EO.SP (2)EO.SP (2)EO.SP (2)EO.5P (2)EO.SP (2)EO.SP (2)EO.SP (2)EO.SP 3. WALK OFF MAT 14 Z 2 2 1-4- 10" fi r U' 3" 4. N07 USED 0 (.) w 'Q 3 (1:6)-\ -5 t - - 9„ 4 , lE i 16 ~ q 5. ALUMINUM WINDOW SYSTEM WITH TEMPERED GLASS AND LOW SET z �, HEADS EACH SIDE OF GLAZING. SET 12 FROM WALL AT 6'-0" O.C. Q CL o ----- - ---- - - - - - - -- -- _ - - - - -- -- -- -- ---- -- -- ----- --- _ - _ � . FLOOR N - ---- -- - -- - 3. � 8 00 DRAIN � -ENTRY 1.K ALUMINUM WINDOW SYSTEM, KAWNEER FA-SET 400 Li C z I " ~ 114 FIS 23 -p" 10 z_4 8. CHANGE IN CEIL,NG FROM VENEER PLASTER TO S.A.T. �' W w p - r_4„ 8' MAIN ENTRY PLAZA [I IS FIs Io o=] I ? A� t'-T a L; G Z 0 L'i9. NOT USED W Z ib tv I I b IPS M 113F17 WTI- I I 16 J 08 vEsrt " u 10. PLANTER WITH STONE VENEER, ACCENT COLOR '�" FRA 11. RINK FOUNTAIN z O a. z W o DRINKING e„ CPfSAI - _ W 14 43 10 \4 12. COUNTER WITH BAR SINK W Co � cn o u 3' P-J + - - -----------------P? � - y_ .8 v 13 (bOrPUINATESTACK (WfTH MRAIN ECH.DRAW{NGS WASTE STACK. COLD SUPPLY) �j'� C-) �Q N N N V - -•1 N tn ' I P' ' ' 14. NOT USEDPIC U M C= m 15. EDGE OF BALCONY ABOVE ¢ o a --- Y - 9J P,a QJ I 1 lop F 3 - _ / -- a 16. CENTERLINE OF COLUMN 40> o a Ln [`N P7e I _ - - x' I 107 Fa lo'-0" N 17. STANDPIPE ' , f OH 5'-4 1/4" r-8" I.-all 5' j n ' �- 10 - �� 106 F4 10'-0" z ------ - ----- + ---- f - ------' -- - - ------- a -- N Lu ' _ l I n P7A Q - N W, _ 4'-0 3/4" - -- w .. ]5 S Z O - P4A �N / , a E]��'ATORS I, tgf N 0 b 0 112 F3 - I . 1 0 1 N F, w 2 W I / P1A A3,3 LL Q N 4'-3 1 4" 18, 8, I II _ ) / J d I 13 P,e 1 I >T isEc.RopM -- <F> � o F~- 1 1 STAIR A I , 11 I v I la _ a I 7. 1� � loa Fz _- E Ev , I I 13 I I � � � �/I � cn O Vl -.- _..- I Il ci it1EVATOR LOGY -R' 1101 Fll 12'-0" I I F. W W N 9 7/e" ,'-o ,'-o -- 11 I MEN b sr Q z {� ® 3 _ I - U . .. I I PaA 11 t 103 Fs s'-0" rn _ m 40>-- 5 I I E Ev z i 1 ;I I f"' U Lu � 40 Ag& _ �_ _ _ i1T- _ _ d PARKING LO68Y COR loch , • MAIL ROOM I I 2 I / 1.08 F12 12'-0"1 105 F14 9'-0" I ' Z - 102 F6 9'-0" 4. D - - --- + - - _ + E W °` 111 fl 7'-6" I I �� N _..� �-__ I - - " I I Pir Pic IV n w,MtiNy, I.orw� I n ;`' ® @_ P,A COFFEE W WALL LEGEND 3.4 , It '• • (� ( � �' 116 7/e ' I4-7- 1-0 1-0 6 ~ I o 0 C ® I t 1 HOUR RATED WALL I�I 11 I WATBP' HC^TGIL io - v LF.ac t: s AGtil J _ -- O N• Lpelo4f` 4-074 - m LEASE SPACE SEE s-cXT Az.s a I F I I I I llo Fa 10'-01 I I ' ' 2 HOUR RATED WALL AND PA2.2 FOR N I \ 1�� -� CANOPY AND STAIRS � ^ w I ``� � Q.I ' 1,-0"� � 4 � 8„ b W N 00 r-4" v rrs� NON RATED WALL 0 Q. t_2 1'ssXltlYil�P1 MAIM ~ o N 1� I' f'- I�' 3 r e„ I ' '� cc -, w is b LU o N. ' v� a - 2'-4" -� -. __ - _..--- - ------- _ V NOTE: - - - DIMENSIONS ARE TC FACE OF STUD, FACE OF STRUCTURAL J - - - - WALL, CENTERLINE OF DOOR,OR GRID, TYPICAL U.N.O. LL 16 1'-r' 10" 1'-a' r-o" j (2)EasP (z)EasP 20'_0' -- 20'-0" - _ fit_ -- 0-0" - 2 20'_0" - - -- # 20'-0" 11'-a' 1 2 3 4> S 1 6 7 8 9 10 11 ` A3.3 2 rL I'-'2 �1 Iq ' lo" MAIN LEVEL FLOOR PLAN SQUARE FOOTAGES GROSS - 17,485 SQ.FT. RENTABLE - 17,188 SQ.FT. _ _- USABLE s 14,499 SQ.FT. 6" y f1ATE: D --r-�� DRAWN BY. KVB/CAW/STS - r CHECKED BY: -fP+I- T, p1=F7 JJW REVISIONS: 1. 07-10-89 2. 08-14-Q,9 �1 In -,.-1 -- uI-} - - 3. 10-9-89 , =� _ � w r ►� (Nim ) rplt7 A2,1 - ' r be!�ml^sbI OIL -� s 1 RA3 SH61.4SIIa UWIT "W►R �, i HGr•0 �-_� 1✓ 100,ALL •ANsoc�rtay.c ,�,ALL RIfi/15 ALI�IVED .- ARE T)[PR,7�CY OF 'm = PR+aI+,urs►UY m OF m'/ti+1 -r $ '�1�INS 1 1:x1Zi�iVG✓'�i -1 SHEET D/V'e f�l A2 . 1 . awl I^` -��i.�+�tv�a - ;.A��. i�,,,r►.0 B ��t';� �G��v,� � - J OF JOB NO. PERMIT NO. 891.266 - P288697 29 OF 07 __,_ M)'I 111'111 111 III 111 111 111 III III III Ill III III III III III If) III 111 III III 111 II► 1�1'�� III 111 III Itl III 111 111 III 111 ill III 111 III 111 III 111 II, SII II+ 111 Itl . r... ... _ I I I ; I I 2 3 4 5 6 7 8 9 10 fl 12 NOTE: IF THIS MICROFILMED ----� DRAWING IS LESS CLEAR THAN THIS NOME.. I T is DUE, To TIE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 12 92 SZ 02 E2 Z2 Iz 02 61 91 11 91 SI bl EI 21 11 01 6 9 t IY sI n1lnnlnnlnuhu+lunluulnuhn►lutdnitlNtlltntlllld+Hlk+ulo+ilu+lh1i11n11111nitiulNNluttlRnlnn11n11uulnilltlllllUllUtllNtllNlllltll(IIltINIIItIItItIHII11111111II1tI�WlIgll111u1u11innIn11111nI1I11IlWLU►�IIIIIII�l111�1!IllIIIUIlIU11IW1I1111 � - APRIL �. 11991 1 1 .s 3 4 A3.3 7 g 9 <>-9 11 - KEYNOTES -_ 173'-4" --}_ I 1 - 1r-0" _io'-10'- -- s'-lo° ._. _- -- _ -- - __ '_'. - zo'-o" _.-_ 2O'S - -- I VAULTED CEILING 1_ _r - r-♦ 2. CONCEALED FIRE DOOR 20'_0" 10" 11 _1 „ 1'-4" 1'-2"- la' 1'-0 2' 0 1' a' 2'-a' 1'-a' V-a' 2'-a' 2'•-0 1'-a' 2'-a' a' to L (L 1, 0. (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP 3' (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EO.SP (2)EQ.SP (2)EQ.SP 3. WALK OFF MAT Z 91-01 C� tr-r -a' a'-a' 4. NOT USED 0 U V 3 _ _ 16 5, ALUMINUM WINDOW SYSTEM WITH TEMPERED GLASS AND LOW SET 3. 16 16 HEADS EACH SIDE OF GLAZING. SET 12" FROM WALL AT 6'-0" O.C. cr -- --- - - - -- - - - - - - - _ 6. FLOOR DRAIN (� _ - - e--- + -- -- --- ---- -- -\F`j 7. ALUMINUM WINDOW SYSTEM, KAWNEER FA-SET 400 L _ - f �/ 7 N 8. CHANGE IN CEILING FROM VENEER PLASTER TO SAT. � � w o Cr N a. to 02Q 0 - a " 9. STEEL GUARDRAIL W Q Z N cr11 a , .... Z R A ' I 16 Y 10. PLANTER WITH STONE VENEER, ACCENT COLOR � � a �Z -_ - 11. DRINKING FOUNTAIN Z 0 z oc o t 12.. COUNTER WITH BAR SINK W � � Q O u� Plc I �P 13. WET STACK RAIN DRAIN PIPE, WASTE STACK, COLD SUPPLY) 3 a o _ 3. 8, S - - _ - .•• f o ' COORDINATE(WITH MECH.DRAWINGS Q Ln Q + a - - I m W h I N T_ Q 1'-- N l G , ! - 14. FIRE RISER LOCATION AND STANDPIPE u 'm�r� f� �j �[ o 1 ._ I I fr W Q O f] ' A 1 m 15. EDGE OF BALCONY ABOVE Ln L Plc 5 ! ' S P'cc P 12,�• I �L 16. CENTERLINE OF COLUMN . .. m _ _ 0 10 O- - 1 W 17. STANDPIPE n w I _- 9 7/fi" W o� �- (o I'•51/s" 1'V �•I 4 6'- - -_ 12'-3 1/4 (� H 18. NOT USED ��, I �� L I�' S'-b!41 //�� _12%9 _ 9 7111" S.-a. I 19. NOT USED V o 20. SPRINCLER LINE TO CANOPY BELOW PROVIDE Z o °rh 5 _ - PIA ^ I o ALUMINUM CLOSURE AROUND . - - � a G - _.., - -- --- _ - - _ -... - ❑ �: ❑ ❑ = - - - ^ch " 21. DUCT FROM TOILET ROOMS Z W - G EXHAUST W . - . _ 1 v N \ 9 CORRIDOR h aSTAIR 6 PIA �.4 Q JL� + U 5 _ I 2 Tom >s ti✓ 0 Q b 0 U ELEVATORS V) _ ` �� W -1 o .v.." - .2% -,' ____ r ------I - __- (TELE c. i \ n N //�� 4 ^ N - - 0 P4B , I I :r - X +. _-__�� 0: Fir a - 18'-2;?/8" I I l I n I I UP f 11D P3A] O m MECH. 13 I 9' I I ,•. c 1 1 _E EV 1 P3A I o 211 F8 ELEVATOR L I p /gyp W b v� _ 201 F9 91-0" j '�P ; - -- - - P3A I E` -s b o I � I I � I t.y I N Ur , I - - - P3A I = d I I� 6 ® 6 � 13 1 m i .5 -i _ I , r D 1 XEV It I ?'tl 2 Fs '-0" 12 21e StwET I bb U / •-_ ---. 203 9 ALN _ N o In W - a I 2 tY I W ` 6 - Y - _ _ /is 1. 1t_ _ l v - A3.3 �, - - - - - - - - - - - _ - 4'-03Y 2 - 2' 6" Q I ,•. -- pr P 4 � tq,EN � i -- j/ N I ✓' STAIR A CORRIDOR` + - c i I i 202 F6 9'-0" � - --__�._-.--- - --- I `-t 204 F2 - n 205 f 7 _".-I I 8" - - y 7 H" o, a _ SIM' - - ❑ .?.-\ M _ A 1 m 3 I� W ��.z ! WALL LEGEND 1 12 COFFEE BAR b D_ \ I 213 F7 _ 11' _ T b in Ia. •-LEASE SPACE " I a m�� 1 HOUR RATED WALL � r W 4 C ^ colaom 2 HOUR RATED WALL o � f , to I Z CANOPY SEE SHEET A2.6 ci -1 w �---3 NON RATED WALL F" CL I , cr - w � . cy � � WO eq N N N j NOTE: i - _ -___. _ __ __- Y _ - DIMENSIONS ARE TO FACE OF STUD, FACE OF STRUCTURAL _..__ R W f � WALL, CENTERLINE OF DOOR,OR GRID, TYPICAL U.N.O. W I 16 z,_a, 1,-a, r-a' r-a' 2'-a' 21_a, 1-a' z'--a' 1'_a. 2'-a' r-a' 2'-a' 1'_a. I'-a" r-a' 10'-0" 8'-0" _.e',o s'-o° 8_0, _0 8' _0" 8,_O _Q„ _0 e' 8'-0" 9'-0"-- - -9-0(2)EQ.SP (2)EQ.SP (2)EO.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EO,SP (2)EQ.SP (2)EQ.SP (2)EO.SP (2)EQ.SP (2)EQ.SP - -- ,- -1-1 - 11'-1x' 20'-0" �St-o" 1o�-e° - o"_--_. 1 1 2 3 4 5 A3. /00 3 ��,.�,✓ 2ND LEVEL FLOOR PLAN SQUARE FOOTAGES GROSS = 17,319 SQ.F-T. /811 �� OF RENTABLE - 16,783 SQ.FT. / USABLE = 15,139 SQ.FT. PATE: DRAWN BY: KVB/CAW/STS CHECI,,ED BY: JJW REVISIONS: 1. 07-10-89 2, 08-14-89 3. 10-' 9-89 JR A1=2 A2. 2�RA A2, t MACKEN21E/SVTO k AS&-"rES,P.C. lof".ALL RHArM RESERVED FAIMED-DARPNOT ARE THE PROPFRTY Of 37 o, A5.40(aATES, PC(Y/S TO BE USED OR RIA1 IN ANY WINS EJfCEFIT M�(TY4 Tilt PRIOR WRITTEN PCRYISJION OF Y SA SHEET A2 . 2 OF JOB NO I E-RM I T NO. 091266 P2886 :.,I:I OF 87 Ir I 11I'I1IfIlIIIIIIIIIIIIIIIlI,111 111'IIIIIIIIfll�llllllll1�11111�,'IIIf �II11111�1111111I111111 illIIIIIItI111,1�111III1I111III1�IIII111IIIlII'lltllltltllltl111�IIIIIIIIIIIIIIIIIIIIIItlllllfll - W •r+► `� ! 1 2 3 4 5 - - 6----- 7 8- a 10 _ 11 12 n NOTE: IF THIS MICROFILMED - AR + THIS DRAWING ICE, 11 IS EDUE TAN THE QUALITY OF THE ORIGINAL - - -- DRAWING. OE 62 92 12 92 q? 02 E2 22 12 02 61 91 LI 91 91 '#1 !1 ZI 11 01 6 9 L r rI E 2 1 " '•' •� ''- +II�INIIuN�uNlun�mdl+u�tllthlN�1111Ipf4111N�It11�Itu111n�uuluu��uII1111�If11I1111�1111�1U1�1I11�11u�U111111f�1111�1111�III1�Ii11�I111�N11I1111I1111�1111�I11I�111�I111�II1111111�III1�lU1�I111�U11�111111111�IIIII1111�1111�IW11i81111111111�111111111�11I1�1II1�II11�UU�11N . APRIL 11 1991 _. . .:. r ,, r :, r > r,`~�, �:�,., r„�,-puce ,an•,�,. a>ar,•� ^�t��r.:e^trun .,., _ .:. 114 , �f:• ,., �. 1 I + 1 .9 3 4 < 5 6 7 8 9 9 .9 11 KEYNOTES ---- - -` 1� 1. VAULTED CEILING r-a" r-2"-� 1a' r-a' r'a' 2' a r o" r-a' z'-a' r`a' u D_D r-ae o 1- 2'-a r-a' 1a� r-r' a" 2'-a" 2. CONCEALED FIRE DOOR o'-o" 20'-0' zo'-o' zo'-o" _ - 6' 9'-0" 8 9'--0'�_ 8'--0' B'-0 8-0 B 0 81-0.1__- B 0 - 8-0" B'-0" -0" B' 0" 8'-0" _10'-0" (2)EQ.SP (2)EQ.SP (2)EQ-SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQSP (2)EQ•SP (2)EQ.SP (2)EO.SP� (2)EQ.SP (2)EQ•SP (2)EQ•SP 3. ,TALK OFF MAT Z ■ 0 <A3.� 4'--a' 4'-0" � 0 G 5. ALUMINUM WINDOW SYSTEM WITH TEMPERED GLASS AND LOW SET HEADS EACH SIDE OF GLAZING. SET 12" FROM WALL AT 6'-0" O.C. Q.. 6 LO DRAIN cr K - - :------ -- - -- --- - --- - - -- a - ---- - - -- - - -- - 7. ALUMINUM WINDOW SYSTEM, KAWNEER FA--SET 400 UJI TDA I D \/ 6. CHANGE IN CEILING FROM VENEER PLASTER TO S.A.T. L)o W 9. STEEL GUARDRAIL ,Q Z v~i rn tBa w N _� of 10. PLANTER WITH STONE VENEER, ACCENT COLOR N s L z �- .. - --- _ - ---- a. 0 1 - - - J 11. DRINKING FOUNTAIN z O v W o _ 1 12. COUNTER WITH BAR SINK (f) X m Morn a o N °P 13. WET STACK (RAIN DRAIN PIPE, WASTE STACK, COLD SUPPLY) Y U 01 o COORDINATE WITH MECH.DRAWINGS Q W Uj Q 't -1 F- J N 14. S O V a' ch o 15. EDGE OF BALCONY ABOVE od a o aLn •J .. _._ - - - - __ - r1 16. CENTERLINE OF COLUMN a o � 6 a o 17. STANDPIPE ' ` ' ' w - IrL 9 7/8 2-a 1_8" 3133 F7E BAR Y I I' _.. --------- 2 v ( _ H EXHAUST DUCT FROM TOILET ROOMS, - 4'- a'-1' 4'-t" - - O -- \ PMA m Z c N - r I r. cc, cn - �H w LLJ ELEVATORS � PMA �,�� ,1 r ' . - - _- ---- - --- - .®.._- _❑ 8 3 IDOR I'� r �3085F2IR B� b _ /'�3.15 j V - ® a, 1 Q 312 F3 - _ . I I 1 L�, a �R 0 -` V ,' -- , o ti W O -_ <V 0 a u I ((} TELE/EL N T 1 Nr ~ w N v rk 2%Zn- 1y1 2'-3 1/4" Y-9 3/8" -- 1 i ------it `�" 309 F2 / \ I P aQ v a Q „ 0 a l .I 6 © 6 I - - - - - F (n I- o � PI __ I I © = UP I � ________ 0 H 0 _ __. ____ MECH. Py" 17 13 1 ff I PMA I 80 bb - � m o a [73-171K I E EV 1 'ELEVATOR LOBBYII ( 2! 4 1 l o a 0 to + iv - -- ---- ---- - i f9 Ti9'-0" ' G f 3 i 1 _ 17 _I I i\ w Z N ( Ej P34 UP 1 I P3A it 1� 11 a z'-� 7 I -_ _--- N 0 7.1 0 .5 T 6 f I C 1 1 i .I a-e'' MEN a` •� 2'1:" In MErH /§WfT _Z 7.1 D ; E EV 2 1 . 1 -- I I 1 303 FS $' II _..1 310 F8 - i _ a U O Vai , \ I -. - -_ , ti. \' fel 0 iv N ^ N P34 �,, - P v -WOFEN ^- 2 STAIR R CORRI 8 '�� 302 F�-11"� �- `"-. ` , 1> -- A3. CD4 F2 - 306 F7 Y' II n 'PIA - -- ----. --- n E W `- '� SIM. ;., m -- - ---- ------ ----- - - - -- --- - - - - - - -- -- Q + _ - o -- D ci co 8o PMA � I n 4 tO do Ln rn w n r N y 03 11 _ WALL LEGEND - -- ---- r-o" :r 1' a' a'-1" 4'-11" LEASE SPACE 0 Q. 1 HOUR RATED WALL b vai � 307 F4 ;�'-I I" N ^ o �® N 1 i N N NOTE: - COOROIDOR WALLS, COFFEE BAR AND TENANT DOORS ARE NOT PART I I I OF niIS CONTRACT. THEY WILL I I rL BE PART OF TENAM IMPROVEMENT T s ®ra 2 HOUR RATED WALL W Z 0 o CONTRACTS, IF REQUIRED. M o a o I �. mw W N I N ' 1 �' _ ---- - - �---io NON RATED WALL 1■ a I � o v, I I o � hcr 0� W N • ID NOTE: LLJ DIMENSIONS ARE TO FACE OF STUD, FACE OF STRUCTURAL J r -- -- - I WALL, CENTERLINE OF DOOR,OR GRID, TYPICAL U.N.O. LL. N I a'-o" a'-o" 2'-4" 8.. 1'-2" 1a' 2'-a' 1'-0" 2'_a, 1'-0" - 2'-a' 1'-0" 2'-0" 1'-0.. 2'-0" 1'-0.. 2'-a' 1'-a' 2-0" 1'-a' 1'-4" 10'-0" 8'-0" 8'-0" 8'-O" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" _ 1�'-Q" 8'-0" -- 8'-0" 8'-0" B'-0" 81 0.. -_ 9'-0'_ (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EO.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EO.SP t (,2)EQ.SP (2)EO.SP (2)EQ.SP 11'-10" 19'-10" 20'_0'' 20'-0" 20'-0" - _ 20'-0" - 20'-0" 1 2 3 4 S A3.3 6 7 8 9 10 11 r,,�i,,.i• .c�,.� , A /\ 3RD LEVEL FLOOR PLAN ' SQUARE FOOTAGES GROSS = 18,139 SQ.FT. 1 =- 1 (� OF O��C�, RENTABLE = 17,603 SQ.FT. USABLE = 16,347 SQ,FT. DATE: DRAWN RY KVB/CAW/STS CHECKED BY• JJW REVISIONS: 1. 07-10-89 2. 08-14-89 3. 10-9-89 r N Q T1 A211 a C �40q 1 � .4 +1 A2.3 MNACI(ENZIE/SANTO h ASSOCLATES,P.C. 1989,ALL RIGHTS RESERVED I �- A AND AR NOT TO RE 'VSED OR RF. F(0- THESE DRAWINGS ARE THE PROP y)ACK ENZIE/SAITO h A550(:,AT- ' PC (Y'S DUCED IN ANY MANNER, EXCCPT WITHTHE PRIOR WRITTEN PERMISSION OF Y/SA SHEET NV+ t�j� r AC7 A}�21 OF JOB NO. PERMIT NO. 891266 .•� P288697 .,1. of e7 ' �+ a�� 111ufit>WII�IIIIII►�' � �I i _.__� 111111 11111!1 11111!1 1111111 1111111 111!111 1111111 1111111 ITIIIti 1111111 1111!11 111111 I}Intl 1111111 1111111 1111111 ,1111!1 1t1111t 11111I111111111�111111111t11111 111111111111111 .w■.... ..,,_._.._ f' I � I � I 1 I I NOTE: THISI 2 3 4 5 _ 6 7 9 £� 10 --- II 12 �, 1 F '�' - - ----- --- � DRA NG IS SS AR d + 7 TTITSINOTICE,E11 ISEDUE TO THE QLALITY OF THE ORIGINAI M DRAWING, OE 62 92 L2 92 S2 12 E2 22 12 OZ 61 91 LI 91 SI Irl EI 21 11 01 8 9 S / bI E 2 1"•�•• 1nllnullu111uIItIIIIH111MN6H111N11m imilu iomli intitmiimltluhnlhnllnuluuhtuhtu!nllluullu!VIII!H!tlllnhtuln1jimill11hu11un111uh11�In11uullnll!nlhut�lluluu6nlhulllnlhnilnubtU�lUllntllnulituWlllTlulnul!ut�twhlH .APRIL 11 1991 ----- . -_ 3 4 S 6 8 9 11 KEYNOTES 173'-4" --- ---- - - 1. VAULTED - --- - � V U TED - - CONCEALED D F I DOUR ,_ zo .o' 2o'-u" - t i' 2. ,0 CEALE RE moo'-a"____.- -- -. - - - 1 1' - t._a.. 1'_x' r 1a' 1'-a' 2' 0„ 1'-a' 7-a, 1'-U 1'-a' 2'-a -0" 10'-o" r-a" 00 a. 91-01.-- ff. _ 1 - „ - " '-0" a1-o 1 _ a'-o". - 1 e'-o° a'_o' 3. WALK OFF MAT e- a o-- (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EO.SP (2)EQ.SP (2)EQ.SP (2)EQ (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EO.SP (2)EQ.SP (2)EQ.SP p 1 I 4• A3.3 5, ALUMINUM WINDOW SYSTEM WITH TEMPERED GLASS AND LOW SET HEADS EACH SIDE OF GLAZING. SET 12" FROM WALL AT 61-0" O.C. w t� 6. FLOOR DRAIN N R FA SET 400 - __ _ 7 ALUMINUM WINDOW SYSTEM KAW E -- CHANGE IN CEILING FROM VENEER PLASTER TO S.A.T. O - 0 9. STEEL GUARDRAIL W 'Q I I N U o t i rt 10, PLANTER WITH STONE VENEER, ACCENT COLOR 11 --__ 11. DRINKING FOUNTAIN Z Q �rj - - 12. COUNTER WITH BAR SINK W (f� 13. WET STACK (RAIN DRAIN PIPE, WASTE STACK, COLD SUPPLY) eo COORDINATE WITH MECH,DRAWINGS V Q If 'C_, li � F, � a 14. R I I I I io 15. EDGE OF BALCONY ABOVE . 16. CENTERLINE OF COLUMN Z-41- STANDPIPE_1'________1_ _ W n ,� r-a 9 x-a' .11 IT. - �._ C, 21. EXHAUST DUCT FROM TOILET ROOMS /Y' N + - - _ {�. - H N - 4'-," -," - - I, 413 F7 ' I -�e 3 �3 � U .y. L to - - ---- _ _ --------- -_-- - 9 _ - rq-0 A-- , I v I I ELEVRTORS P1A '✓ A 4lnCQRRiDOR G,r, , gpgSF21R B ] P1 I t V 0 fF7 �J -_... ------ - ---. _ -- ❑+ 412 f3 -_ TTI 1 8 /'` _� y - ---- H ? 9L N W V) P 11 111111111111111111111 ' F W cc / --- - - - J. • N CD o o Vi r .! - TELE/ a ------ I I -..T__ F �/+ 2'-3 1/4" 3'-9 3/B"- I II ® 409 F2 � '`p - i i I 6 6 I _ I up I t -- - F - LI. m PiA v l I P3A - a O W o m P 17 13 _ - 11 I ' o In Q E EV 1 IELEVATOR LOBBYI I 15 - _ �! o Z 401 F9 9'-0" t I 1 17 ry co Q n v \ I P P3A t) \ ZI 3 4'-03/4 'I ,u - ' I 1VEV I I • 7. I h to ? HECN TMEN • - I II l_s I 403 F5 -II 4 0 f9 o vai, r` w a / 6 / ( r ��- --- --- -_ - - 3 ,'1j C �� 93.3 Q o v1 1 I - - 4- a v J i P4 YK7P£N _ C I § - N P� �' 8 402TF6 N' 11" > _ `� --- - - - -- -..._ - - E W I STAIR R CORRIDOR ( /\ ,.✓ R3 a v 1 ® r,o�404 F2 `�• 406 F7 I P1 4' SIM. 1 _ T a - o -- -- o y P,A ------ - --- - � WALL LEGEND i 1 N 1 0 10 1 I C . - - - --- - 4'-1V / 4'-1"' 4'-1" 4',-1 )) b -`- - - LEASE SPREE N o a ®rain 1 HOUR RATED WALL 407 E f" I w O (L I OD v N NOTE:, - - - -- - - in v _. I 000RI[.>''r'- WALLS, COFFEE BAR l AND TENANT DOORS ARE NOT PART I .mss 2 HOUR RATED WALL OF THIS CONTRACT. THEY Wlll. I !o I I I BE PART OF TENANT IMPROVEMENT CONTRACTS, IF REWIRED. to a co 4a � � � J � F, O - -- - - Q NON RATED WALL U. 1 W a I uj 0 0 I D0 <7 CL N NOTE: 0 N v - -- - - - - - RI TYPICAL U.N.O. J � DIMENSIONS ARE TO FACE OF STUD, FACE OF STRUCTURAL R - - - - -- - - - _ _ - - - - - -- - -- - WALL, CENTERLINE OF DOOR,OR N 4'-a' 4'-a' 2'-a' 1'-a. 2'-a' i'-o. 1-4. 2'-a' 2'-a' 1'-a' 1'-0.. 2'-a' X1_0. 2'-0 1'-0.. 1'-a' _ 9'-0" _ol. z'-a" B.. ,'-z" 10" a'-o" e'-o" a'-o" s'-o" 8'-0" a._o.. 10'-0" e'-0 a=0�_ a._o,. g•_0•• g'-0" 8'-0" g._ .. 2 EO.SP (2)EO.SP (2)EO.SP (2)EQ.SP -T-(2)EQ.SP (2)EO.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EO.SP (2)EO.SP (2)EQ.SP (2)EQ.SP (2)EO.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP O I 2Q'-0" 20'-0" 20'-0" 0'-0 _ 1 2 3 4 �' A3. �� rcxti�)11 4TH LEVEL FLOOR PLAN SQUARE FOOTAGES: RENTABLE 17,52673SQ.F-T. GROSS DATE: USABLE m 16,271 SQ.FT. DRAWN BY: KVB/CAW/STS CHECKED BY: JJW REVISIONS: 1. 07-10-89 2. 08-14-89 10 - 9 - 88. J` ,I n r 2 RA , •1 I A211 1, 4 I R.a I.4- ri A2. oc YACNENbE/SAITO k ASSOCJAITS.P.C. U 195.1 ALL RJWTS RESERVED S THESL URI MINES ARE TNF PROPERTY N Y,AC',KENZIE(SHOO k A380MTES,PC A)AND AR NOT TO BE USD OR REPI(O DU",.ED IN/NY AlMI.EA. rrpT WY THE PRIOR wrEN PERMISSION Of kI 1- sHt:E r A2 .4 w-r w l l OF A24 JO-3 NO. P288697 IW I L; i r I M I D M A IlJt 1 Lml DRAWING IS LESS CLEAR THAN !F3 THIS NOTICE, IT IS DILE TO THF QUALITY OF THE ORICIINAI DRAWING. 0¢ 62 9z Lz 92 Sz fz Ez zz Iz r)z 61 BI LI 91 91 bl EI zl II of 6 9 L 9 S ► E z 1"•« Illl�llldun�nnhul�nnhu,�n„InnI1lUI1111I111IIu11�uubnitinllnu�uUIIIII�IIIIIIIIIIIIUIIIII�IItlI1111�111111111I1111I111JIIIIlI1111II111IN,I�tlll'IIIIlIII11III11I111�I111IIIIlI1111III11IUIlIIlU�1111�uIIlIINInuII,IIIIIIII1WIHtl�UI1111�11111111I1111IIIIlIhI1IIW on .APRIL 11 1991 .93 4 ; 6 a 9 0 11 KEYNOTES - - -- - -- 1. CEILING -- - --- I I n u _ _. '-0" -- - ---20 - - - 20' - - - 20'-0" -- - 20'-0" - �]�'- VAULTED CE - -- - - - 1. 0" 1' 0' z -o _ , a 2' a r-a' 2'-0 8'a' ta� x-4° 2. CONCEALED FIRE DOOR ''-4" g _1,r x `' 1a' ,-0 2'-a ,'-a' r-a'r_ rr s'-0- 1 _ g' e'-o° B'-o° g._0„ _D" 1 101_ _---- 1 _- l2}EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (21Eq SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ Sp 3. WALK OFF MAT 4'- + U LJ EM TEMPERED � C) I� 5 HEADS EACALUMINUM H WINDOW OF{GLAZINGmSET �12eP1 ROM WALL�� g`�0"SO.C. � a-' � 6 FLOOR DRAIN (D a 7. ALUMINUM WINDOW SYSTEM, KAWNEER FA-SET 400 uj Z j ro 8. CHANGE IN CEILING FROM VENEER PLASTER TO S.A.T. Z uj N I 4 0 9. STEEL GUARDRAIL. W zZ N CD cj p c' W I 10. PLANTER WITH STONE VENEER, ACCENT COLOR N J OO Z 11. DRINKING FOUNTAIN Z a cZ j _ Or W I1J ¢Ln • 1 - - -- -- - - - ------- 1 12, COUNTER WITH BAR SINK v ? CoQ in 3. CD _ , a4 �a 13. WET STACK COORDINATE(RAIN W(TH MECH.DRAWINWASTE CS STACK, COLD SUPPLY) U Q w N I r` w 1_ J N � 14. � U rn�'M In O 15. EDGE OF BALCONY ABOVE a a � - - b a.16. CENTERLINE OF COLUMN 17. STANDPIPE 1 1 1 N r 1 ( coFFEE BAR 18. STEEL LADDER a: J 4'-1. 4 ,,, 1,_ _ .. 513 F7 II.,1 + H LL w I - �__ - -_- 19. ROOF HATCH ABOVE U Pt Illooll N i� � 21, EXHAUST DUCT FROM TOILET ROOMS. z ` 4 �-� 03 - h a I -___-_ __ __ - - -- - -p ,� - --_ -� - _ --- + p c G N a., 111111 - y - -' - W 1 _ g'.. - uu z �.. •• -- - CORRIDOR Ul STAIR B A 1 < ❑ VATORS I I'1�1 - - • ~ + 512 F3 - rl 1 -1 �� I,OS F7 P''-�� ( "t I \%9) 508 F2 N --- r- - a - - R I ® c, O a .. �•.. -•� o cn . _ - I, w /� 1R O �/_.._ i - -----,I �� 1�1/�IU1�11�� TELE/EL- ..I \ I - I N l v Z/2 t,'-0 '-3 1/4" 3'-9 3/8" ' ( 509 F2 i --� I ® Z _ r� Q b 16'-2 5 fir. I I L 1 I V�/ Ln - -- / LL P r 17 13 E EV , I I f I PIA I 10 I V/ �1 CL I 511 I -- _----. --- _ 'ELEVATOR LOBBY'I 21 u ts�08�FB 34 - it D 3 \ �/s" i� w M z UP Lr` it J ^ 3 13 a'-0 3/4`: � 2'�g" -- J 7 N W Q 1 1 I I I ` 2�i, 7. (' I E EV 2 I I I I 4-OEN 9 MECH. T Y D ; 1�A ----,I I t� 503 F5 0 II 510 Fe - _ �i, � U N 3 Q --� 3 2 STAIR A CORRIDOR .. I - - _ -- -- - -- --- a � 504 F2 - x506 F7 !'�-II � ` � � P1A __ ._ -._. �'�"� �{ E Lu 4. SIM. - Pi 0 N 1 m _ _ N WALL LEGEND a. a 1 HOUR RATED WALL oa F4 8-11 ^ ^ n w 00 N VOTE: C lj COORIUoR WALLS, COFFEE BAR - d0 AND TENANT DOORS ARE NOT PART B D46CONTRACT. WALL I I ' ® 2 HOUR RATED WALL o N OONTRACT5, IF REQUIRED, " 0.. �1 Z ! o 00 wv o F w N .1 - -- _ - B NON RATED WALL U. Q- rt . I eN J [r .- o v°i I I I o o la °0w c W0 N ___ _ _ ___ _ i - _- - - --�-- - - NOTE: >' 0 i _ N To F. --_- - - - - - ---- - - W --- -- - - - -- DIMENSIONS ARE TO FACE OF STUD, FACE OF STRUCTURAL J J WALL, CENTERLINE OF p00R,OR GRID, TYPICAL U.N.O. � 4'-a' a' 2r�rr g,. 1'-2" ta' x-a' r-a 2'-a' ,'-a' 2'-a' 1'-a' - 2'-a, ,'-a' 2'-a' 2'-a' 2'-a' 1'-0 P_4.. T'-a' 1'-a' 10'-0" g,_0.. g._0.. g'_p" 8'-0" d'-0" B'-0" g._Orr _0.. g._0.. g'_0" 8'-00�' g'-0" 9'-0" 9'_0.. (2)EQ.Sp (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)FQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP (2)EQ.SP 20'-0" 20�"_O„ --- - - 20'-0" -- 20'-0" 20'-0" 20'-0" 10'- 1r_Or. S A3 6 7 Qx a 9 1 Q 1 1 c-� 5TH LEVEL FLOOR PLAN SQUARE FOOTAGES : GROSS m 17,999 SO-FT. 1 /81' RENTABLE - 17,463 SQ.FT. USABLE - 16,207 SQ.FT. DATE: DRAWN BY: KVB/CAW/STS CHECKED BY: JJW REVISIONS: 1. 07-10-89 2. 08-14-89 s 3. 10-9-89 - Q onr N A2II C' 4 '0q N Q � RAI.S A215 N MACI(ENIIE/SA170 h ASSOCIATES,P.C. ® 1990,ALL RIGHTS RESERVED I DRA '(- O Ci:O N ANY MANNER, EXCEPT WITH TNF. THESENZIE BARO k Aa50CN1E5, PC tM 9 AT AND AR NOT TO OF USED OR REPRO 9 PRIOR WRITTEN PERMISSION OF M/sA SHEET Az . 5 T h2', q�,c • OF JOB NO. F-ERM 7 T NEI. 891'266 .. _ P288697 OF 87 ,,, �_ w+,.,r,•,�,.,«...--,.,;r.•�r.+.rw....,>.,,,,-.,rn+mv.+„ _ w(aal. '6ii+1l�M,.,,. ,r^-,.�1 '°; T>t1111is+9+�',n• .,,:,., �RY�iFtiIdM1fl�+Mw1A^Lii;.•„, -- 1 I (�IIIIIi 1111111 11,,111 111111, 1111111 1111111 1111111 1111111 IIIA(1 1111111 1111111 11111) 111111111111111 111111111111111 111111111III111 1111111111,1111(?I111111,tII11111t1111,1,1,Ittl �w........, .,- . 1 I I I 1 I 2 5 6 7 8 9 10 h NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN Y TMS NOTICE. IT IS DUE TO r THE QUALITY OF THE ORIGINAL - --- DRAWING. 0E 6Z 92 1Z 9Z 52 U2 EZ 22 IZ OZ 61 BI LI 91 SI it EI ZI If Of 5 9 1 9 S £ Z 1""'" . -'' Irl,lnnhHllHNh1►ILH1b,NhNlhmlllnht,►II,NIuuL„11►►►+6,.d..,�IM11hu1hu,Inuluuhndu,tln111tn,lult11u111111hnlhttlllndnldnnl,tttluuh►ululllunllntlunhndwl�ludullhulluullulluulunhlnl�illluu�luluuluublldlu�luulon .A.P'RII� 11 1991 _ 1 1 .9 3 4 5 b 7 8 9 9 .9 it KEYNOTES C� - iv-0.. -- -_ . -01, _ t 11 -101. 4" DIA. ROOF DRAIN. SEE 7JA8.4 F- lo" - to20_0zo'-o^ - - 2Q _ 2. 4" DIA. OVERFLOW DRAIN. SEE 7/A8.4 1 3. STEEL STAIR. SEE 16/A7.1 z R3,31 j4. 4'-0" X 4'-0" ROOF HATCH. SEE 11/A8.4 0 1 1 5. RUBBERGARD ROOF MEMBRANE OVER 2 1/2" RIGID INSULATION. n SEE 7/A8.4 K - J - 6. TOP OF STONE PARAPET. FOR FLASHING SEE 8/A8.4 w f-- � --- - -----___.._._-- 326'2'_-- - - 326'2" 328'x"-_ 7- TOP OF' CURTAIN WALL PARAPET". FOR FLASHING SEL. 8/A8.4 � v♦ 326,2.. 326'2'^ ❑❑ 326'2" 3x6'2" ❑L._ 4 I- ❑ L 8. 2'-0" X 2'-0" TRAFFIC PADS w p r 9. STONE SILL BELOW U Q z Ln obi 0I i ---------- ---� � / � ❑ �/ \.J '�� 10. 8'-0" x 8`•-0" ACRYLIC PYRAMID SKYLIGHT, NATURALTTE 9898 r�� z \ ❑ -__ ____ __ I J p . 02 �,� SINGLE DOME OR APPROVED EQUAL. N U 2 oo p J . 1 - - - --- - -- 0 LJ LJ ❑ �LJ❑L ---- 11. 3" DIA, ROOF DRAIN. SEE 7/A8.4-A�r-._, .' �1 Z O Z a O I / ( 326.2„ i 12. 4"ti x to•w 0VEf-f-,,0W S&O100L 'S�ti I a�As.� w U� a m o 1n -- ----� \ I l `i I. tX HA U 41' P U A T I�f bi1►� *To I L E T ?sol�l�►►�� a � � (.� Q '� vi a N -�- I ❑ I I I ,� ' Q L o r QD - _ - -- I G od .i o a-, m <0> ! A 2-G - -- - 326'2" W ❑❑❑❑C_1[-� [❑❑ ❑❑❑❑ ❑❑❑❑❑ ❑❑ ❑C❑❑❑ 325'9 1 2" , / ! O 2 325'7 1 2 [.� -� � -- U I U 325'9 1 2" ❑ 325'2 1 2" 2 325'2 1/2" A 1 I Z ❑❑�❑❑� / ❑❑� � 325 2 /2 326'2" [�� - v 325'2 1/2__x'/ I O I \` O -- _ _ .. - -- 2 LLI -y LLI _.__.`-_ ----- - - ._.------------ � � '� 325,5 .�2,� _ _ I � �I � O U X 1 - - _ 119'. Y - LJ �I ` 11 P I 3`_ 1,2 �� IPA UPP YI ' 3 6 -� to - ❑ I_ I PBA . IR ❑ - 2�� Is 04 P68 ❑ � i I I co I i ❑ O vJ o ~ HVAC UNI 25'6" ❑�I STAIRY i�- >%� ? 1 -- - I ❑ 25'x'' _ - m -- � ❑ 1 N ❑ , - I �I I - = ' ---," WALL LEGEND o 325 1 1 t 2 604 F2 - ELEVATOR MECH.. ROOM z 1 326'2" r- `-' ! - I r - 501 F2 - 325'6 1/2" -'HVAC UNIT 1----- 33255'111 V2" _ _ - I I FIN.I FLR. '.'�0 4 5'8 1 2' 4 .S - � ❑ _ f yf I - -� I I I �'""S` i / ❑ 2 HOUR RATED WALL Q �- - - -- - fi-- \ ❑ I AIR JPPLY3. / / L_J / AN1 HOUR RATED WALL ! L- -1 - -__ I I ��d .�mwimmm I_I I A3.3 W U El- `v 32716 1 2" a i 325' 1 2'� rC2O 1 325'2 1/2" ll 325'2 1/2" Q I ' 325'2 /2" - �J ` 325'2 1 2" V �- rr 1 / >� 325'7 1/2" } A--, E d V v 325'9 1/2" �- ,.-......- 1 ❑❑❑❑�❑ \ I 326'2", J�� . - / r I - \ -- --- ---- / � \ 3'-8 1/2"� r1.,�1�^ 1. 325'9 1 2" 1 � - / 2 - 3 2 8 �2.� ( ❑ I Y�1 t7 JZ \ Al2 (f _32 ! I co ID Z Li a 5 I � ❑ / I �I � �I L l 328'2" I 328'2" I 326'2" 326'2" J26'2_ 326'2" 326'2�'� ^I EJ J 326`: I 'A3.3 20'-0° - - 20'-0' 2°'-°-°- - zo'-0" -- 20'-0" 1 2 3 4 S 6 7 8 ..Iy EFF.EY P•REI'.+;o ROOF PLAN M c ;nt ArU.o-CC2Y �, NOTE: ROOF ELEVATIONS ARE TO TOP OF INSULATION. 81, 1 1 n" `J DATE:: oa DRAWN EKY: KVB /CAW/STS • W , a � , E. m pvin3 or- e. 4, ' CHECKED BY: I D a cb 1 d '� JJW P.o, ti_roue /,Aa.Co 1►.o, OrToNb. 1. 07-10-89 +►I ° .� 2. OS-14-89 +H II -- 3. 10-9--89 1& ' MACI(ENZiF./SAItO 8:ASSOCU1Es,P.C. 1989, ALL RIGHTS RESERVED II - -0 -•---�- ' L - ------- -... -i ! THESE DRAWINGS ARE THE PROPERTY Of A AND AR NOT TO BE USED OR RF, 0 --. 4)ACXEN11E/WI O h ASSOCIATES,PC(►Ifs •� �A* DUCED IN AAM MANNER, EXCEPT WITH-ME PRIOR WRITTEN PERMISSION OF M,SA SHEE1 Slr. USE �!L+1�G0 22 bA X 54.3[0 - --��I, C b�0lo y; 6� -- (P�j a b6vtp !o^w. bT1:0. Rool° QBGIc.. R_A i I i �, �R Fo e 1 /A� I A 2 . 6 D f s = �' o _- "E-f•'M T T NCI. OR 1266 I�S" •I�-Ct" 74 ��F 87 JOB N0. P288697 .,) �`1111► 1111111 111'111 1111'111 111111 1111111 1111111 1111111 111,I�11t111111 Iillltllli111i Illi III(1 Itllf�i lilltlil►i1111111111iiIIliIIIIIIIiItiIIIIIIIIIIIIIIlII1lIi11111IIIIlIiIIItIIItI I�.�..--,_..__ -. n� �• I I l I l I l I � I ( I' ! h NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 _ _8 - - s Ito 11 -_ 2 DRAWING IS LESS CLEAR THAN i 1 THIS NOTICE. 11 IS DILE 10 THE 9UALITY OF THE ORIGINAL - DRAWING. OE 6? 9Z 12 92 92 02 EZ 2Z 12 OZ 61 91 11 91 SI it EI 21 II 01 a .•, 9 4 9 S rt b IF, dtIIIIIItllllllllltllllllllllllllllllltllllllllltllllllltltlllllllllllllllttllil1111•IUtIIIIIIIIIIIIIIIIIuI1HI11111{IIIIItllillllllllllt1111llllltt111�1111tltultlninnlluduulul�uublullulluubwlulllQllllllltllllllllltlllllltllhwluB111u6u1VwWllluulSndunhwhn) APRIL 11 1991 .... __ In- � i .. i�... ":' 1. .k1. �t *•t" �� R �ti}.: .; .. �..:. v F' l�'+.,,� 1 \Kj •I ft• �, k 20 16 i3 10 16 , KEYNOTES 3 8. 1. STONE VENEER SYSTEM FIELD COLOR 33,t;'�_10" T PLATE PENTHOUSE I I - --- -'---- - -_ -. L-__-- __ i -_ T/PLATE PENTHOUS 2. 1" INSULATED VISION GLASS, IN CURTAIN WALL SYSTEM -� r -- - --- -- --- --- 1 14 I I1 17 N 3. SPANDREL GLASS, IN CURTAIN WALL SYSTEM (SHADED) I• 1 �s. W I z 4. 1"INSULATED VISION GLASS, IN STOREFRONT WINDOW SYSTEM � -- - 1 1 II I I) T/STONE VENEER-PARAPET O W -'--- -- 5. STEEL STAIR AND LANDING " 326'-2ROOF AT PERIMETER _ _ _- _ --- " - 6. STEEL GUARDRAIL a a0 _ _ _ _ _(_ _ _- _ __ _ _-ROOF AT PERIMETER Q 3 - - - -- -- -- - - - - --- ® - - 7. ENTRANCE DOOR (D v' z 8. NOT USED - _ I 9. PARKING ENTRANCE CANOPY WITH STONE VENEER SYSTEM W zNoo --- - -- - --- - le 10. PENTHOUSE Q z rn ---� � _ r 11. SPANDREL GLASS IN STOREFRONT WINDOW SYSTEM (SHADED) � � z 313'-0" 5TH LEVEL _ N U o� - "-" - 5TH LEVEL K' 1 N R AC COLOR �y � � __ -- _ _ __ - _ - - 2. STONE VENEER SYSTEM. CENT 0 z 0 V w o T/HEAD 13. BUTT GLAZED AT INTERMEDIATE MULLION IN CURTAIN WALL W0 in cn SHOWN AS SINGLE LINE. 2 I 1 a - 14. PARAPET BEYOND U Q W N Q N I I JN N N _-�f °D 15. CONCRETE PLANTER WITH STONE VENEER ACCENT COLOR `n 301 -0 4TH LEVEL - _ B SILL 16. ROOF TOP MECHANICAL UNITed . - Q O Q 4TH LEVEL _ _ ,-_ 17. METAL CAP FLASHING �, _ -_, I 18. HOLLOW METAL DOOR w a � 19. DRYVIT WALL FINISH SYSTEM T MULLION - -- _�- 40, 0. METAL ROOF " 2 U s 21. GUTTER AND DOWNSPOUT z R� Y�1._-o _ - _ -_ - - -- 3 _ w. -- -- - - - - -- -- - - -__ -- - ---3RQ_LfVEL ..._ - - -_ - - 22. EXTERIOR STOCCO FINISH SYSTEM V3 -T/MULLION Z L J C) I I � � _ 23. OVERFLOW ROOF DRAIN U O < oI ' 2 � U cvt° 3 O N T MULLION _- - _. t- - -� - _- _. -- _: :- __T cc N T STONE I _ 277'-0" 2ND LEVEL -- _- - -- 2ND LEVEL < "lip - - -- - -- - -- -_ -- - - -- - ♦^ 00 22 ---- "�`J 22 y' n LA- T/HEAD T HEAD 1 N/ N -- - - -- - CC 0 1S - 1 I ( 1 z T/MULLION A / I �- A_� '� I IJ�W�f�til.l 2 4 cc �_ _ _ L 263'- 0" MAIN LEVEL -- - - - L - -- ____ _ J ( I MAIN LEVEL I __.. - _ W IV FINISH GRADE 0 % FINISH GRADE _ � e 12 e. 7 Tra.-- Ii A�iGN I:.I2G�+TA� < I 1'11 I LION Pis 401LI t N VJaI,L' Lu °' 4.4� 3- 4- ALIrpN __ _- �TO}�l�rf�ON� ?Yf L r 1#--17- > ° 0 WEST ELEVATION 1 mill, 11- 011 �TMe�PNNTF s�TOIJ� GURT^IN Z Z _ 0 J 4� 26 i,q I J W I I uj W j 341 19 20 18 20� I 16 10I T/PLATE PENTHOUSE T PLATE PENTHOUSE 338-10" W O � 1 i N I r- ---- - -- , ------- r- -- -- -- I `° 14 Z - `" T/STONE VENEER-PARAPET T/PARAPET I / -- - -- - -�---- - ROOF AT PERIMETER ROOF AT PERIMETER 326'-2" AN -- -- - io N ��`" _.. . IIIb -�� I.,-zr _ - ... ,• ' 3 2 I 3 /a I( II z 13 R LFFH Y P H' ,,; - 5TH LEVEL _ -_ _ __ _ -_ __ _ _ 313'-0" 1 O OHFGON k„ 5TH LEVEL T HEAD C j .�c'�•�., o , I I __ - ffi _ - ��, I - 1 _ DATL- E3/SILL _ �- _ i _- -1f J �l- f)RAWN EKY: r I 4TH LEVEL __ --- - - - -- - -- - - -- - - --- -- ---' - -------_�--- J _ _- - - - -- -- o'-1 - e 4TH LEVEL 301'-0"_ _ KVB/CAW/STS 10 CHECKED BY: o OA* REVI"IONIS: _ 3RD LEVEE-- -- - - -- -- f�• I'4 2. 8/14/89 1 -- -- ---- - - - - -- --- - - - -- - 3. 10-9-89 _ A N �J • o,,e 2 �� _ LEVLL r- - - - - - - - -- - _ _ _ - -- ---- _ _ -- - -- -- -- -- - - - - _ �- _ - _ - _ _ 2ND LEVEL 277' 0" 01 - --- _ -_ �)_ -- io �� J i � YACMEN21f./5A1T0 h ISS(YdA'ES.P.0 . - - _- --._ --- - _. _ _ IYE9. ALL RICERS RE4ERVf.D MAIN LEVEL f 1 f \ �' THESE DRNMM ARE THE PROPERTY OF ------ --L -1 J ....-.._.� L 1' 1 ___,_� -J1,.._ = - I _--- - - ' _ Yr _ _ MAIN LEVEL 263'-0" yc+cENz �9NNOT,°To e[ U RE� oS FINISH GRADE _ - - ANY W�T1rH PRIOR WRITTEN MANNER,NX EP N/SA E I O C 1 SHEET a is t� 15 7 012 - -02 I z ; _n Iv •�.• •9 3. J.,11 -3.4 A 3 . 1 2 NORTH ELEVATION OF PERMIT NO. 891266 + /g++ . 1 ,IOH NO. . 5 SOF 87 P288697 1 1 4'1111111111 11111111111111111111I111111111111111I111Jill11111111I11111'I'11111Jillto1111111111111 �111111111111111�I1111111111111111111111111111111111111111111111�11111111111111111111111111111111 w .r..-....., I ./ .w f NOTE: IF THIS MICROFILMED 2 3 4 51 6 7 !8 9 - 10 11 12 Iv t � DRAWING I5 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF 1.W ORIGINAL DRAWING. OE 62 BZ 12 92 SZ V2 U 22 12 OE 61 91 LI 91 51 bl EI 21 11 01 6 9 L 9 S � b E Z ►'+•` " ' 111111111111111111till HILIa111111HN111L111111111Ui11111111111111111111611uNIu1II1111111111111111101111111111111111111Ili 1111111111l1111111111111111111Inbn11111III II Iluuluu�llulullllu111u1111u111 uIN111HI1h1111u111nnhluluHlflullU)II,u�IlLinl►IIIIunIiLUIn11 ' {,� w APRIL 11 1991 . � .. ._ - �1 20 (16 Cy 10 KEYNOTES --� 1 33t;-10 ),(PLATE PEy-THOUSE --__-._._ -- __----------�-- t P ATE PENTHOUSE 1. STONE VENEER SYSTEM FIELD COLOR C-_- _ -- 2. VISION GLASS IN CURTAIN WALL SYSTEM ------- -- - - --- - -- - --- 2 17 U N 3. SPANDREL GLASS, IN CURTAIN WALL SYSTEM (SI-LADED)14 I I I 3. I 13> 4. 1" INSULATED VISION GLASS. IN STOREFRONT WINDOW SYSTEM 0 _ __ I 17 I •� � i T/STONE VENEER-PARAPETN - - ` 5. STEEL STAIR AND LANDING L---- o V n --- -- _.--- - __- -r _ r _ ARAPF 326-2" ROOF AT PERIMETER RIT STEEL GUARDRAI _ 6. a _ _ ROOF AT PEMETER _ L O 3 - i - - , - - - 7. ENTRANCE DOOR W 8. NOT USED S/� z - - 1 _ I A cv 9. PARKING ENTRANCE_ CANOPY WITH STONE VENEER SYSTEM W it "1 10. PENTHOUSE z N rn UJ 11. SPANDREL GLASS IN STOREFRONT WINDOW SYSTEM (SHADED) Nr , d poz 313'-0" 5TH LEVEL - __ _ __ 3 _ -�__ _ _ _ _ _ __ - _ 5TH LEVEL 12. STONE VENEER SYSTEM, ACCENT COLOR Z r•�V a W r� _. _TJHEAD _ _ 13. BUTT GLAZED `T INTERMEDIATE MULLION IN CURTAIN WALL W co zd p SINGLE LINE. v rn 2 o 14. PARAPET BEYOND i w 3'' z civ 15. CONCRETE PLANTER WITH STONE VENEER ACCENT COLOR Q v 0 ,:j 0 B SILL 16. ROOF TOP MECHANICAL UNIT od Q o aa. - 301'-0" 4TH LEVEL __ _ __ _ - 4TH LEVEL 17. METAL CAP FLASHING 18. HOLLOW METAL DOOR FA-1 19. DRYVff WALL FINISH SYSTEM _ r- T MULLION -- �.__ _ �I A11.4 20. METAL ROOF cc - 111- 0 -�L - -- bq 21. GUTTER AND DOWNSPOUT z 3 _ _ _ __ ___-- _ _ -__-3RD L _ .4 22. EXTERIOR STOCCO FINISH SYSTEM W iv �� W T MULLION � - �� TOS' 1't �1'1"1�•p� C) --- _ s_ - 23. OVERFLOW ROOF DRAIN Z Q I !• /1 U O io 3 4 - ,J _ ' ' W iv vB/SILLLION _ 11H -- - - ---r - - - 9.5 -- 277'-0" -_-- 2ND LEVEL _- - -- - L- _-_ -_ _ - ___ J_ - ___ - -- __ ^-- 1 _^ -� - - -- 2ND LEVEL Mt11.�iON t - -- - - - - ?, MuLL IAN j 4 14�, ~ T HEAD 'p _ ' .� i` m __ __ r - � - - - __ -- ,-- - 1 -- f-- -� __-_ -• __. -- -- -- = � T Mules, ---.._. (.F 1 -- -- --- - N W -� �- 15 r z 4 4 io 1 4 I `� I Q I�J ►/✓� W Q T/MULLION _ _ I 263'-0" MAIN LEVEL (L _._ o----- --- __ �_.__ _ �. L _..._ - - _ - - --_-_ - - _ MAIN LEVEL \ r 0 _ U FINISH GRADE (4) O 4-TY-pQ I '� a W 4 I z 3.4 �! 011' I / 1 EAST ELEVATION ; ,� r� sl�. „ I�� I -CIM 12 3 �J GST V/'�'T I d N ' D�"�►i L D G �i4 I Nei ,O�`! S N 71a�' 0 O_ H �41 W � 2-- 4 S, �• la I I � J W 3.5 W J 1 S W 3 _S/ 16 20 20 19 _ - _ 33P1'-10" T/PLATE PENTHOUSE PLATE PENTHOUSE V� 17 � N � W 17 s. T/STONE VENEER PARAPET - - --- ------- •- T/PARAPEt 326'-2" ROOF AT PERIMETER __ _ __ _� 1 �' _-. _ _ _ - _. _ ROOF AT PERIMETER_ - - I 3/ 3 ------I - - 3 I r2 I a I t 2 13 2 EF Y P. RE S I \ O e. 8. e I - .. 313'-0" 5TH LEVEL __ _-- _ ._ _ - r - __ -. _ -_ - _ __ _ _ -- -_-- _ _ - __ _ -___-- -._ _ __ 5TH LEVEL `. r'1 F 14,�C ONEGON - - ----------- -- ----------- --- C) _ A T HEAD I - o DATE: ._ - __-.mss�-.-s. x-.f_•:_- �.rz _.. rz.s:. _ :: z -..- _. L._____:- _-. _ 't DRAAN BY: -777 _- 301'-0" 4TH LEVEL 4TH LEVEL r -Y-- - - - - - -- - -- ---� - - -- _- - - --- -- -- -- r KVB/CAW/STS 1 ' lig i)�Y� CHECKED BY: � JJW _ 2 - - . -_ SIM. N I im- , 2891-01' _�>� r _si_ 1 a_ __ �_ -=-t--_ - _. - R U L EVA __- I - -- -- - --- _._ -_ - _ ---�-- -- --- - - -- ---- -- --------- - - - - - - - -- --- _ - - - -- - 3 -. -- -- -- -- -- -----3RD dVE L .. 2. 8/14/89 3. 10-9-89 I CD b 9 `I I ! Ar 2 IL 277'-0" 2ND LEVEL 6 L _ - - -- _,_ --- - - _ - -- --- -- - - - - -- ------ - -- -.-_ '. _ --- -- -- -- -- - -- - -- - -- _ - -- - 2ND LEVEL . -- o �1� I I 1 ,� I 0 �,� o-- 4 � L.,.,. ---:___� L,. _ �.-.-_ MafxENZIE/SArtO ASSO(UTES,PC. � � � � 1 CLW. ALi. RNJHTS RESERVED lD 263'-0" MAIN LEVEL __ ___. _ __ II I THESE D ARE THE PROPERTY OF - -1 l - -- 1 1 L_ z-- _ Y I MAIN LEVEL �l.r,Z EH MITI)•ASSOCIATES,PC jN�S 11> 1�CJ( I .. --- - -- ----- L-1 -• -- --- "" •- r- ._ - -- ---- -. _zm. .� _ �.._ ..... --- -- - - -- - -- - N ANf7 To K USEED�O REPRO- MAIN o. -- A OF IN c - FINISH GTK RADE �� ®°I PRM IH "RUMS,KM OF u/SA I 12 I �` 4 11 11 � ;�, SHEET e. 12 tYP. e• 1+ s5 I s `1r e• 4 - I 3.4 A3 . 2 2 SOUTH ELEVATION I r)F PERMIT NO. 891266 / ° a 36 OF f37 , J05 N0. P288697 0 001 ►�';II�Ii 1;11111 III�I;I IIi�III IIIlII1 Iltll;i I;I�III 111111 II1�l1'1 1111;1 IIIIIII VIII) IIIIIII Illlt)I I;III;) II111I1 1;11;1 1;111;1 IIIIIII IIIIIII 1;II1;1 IIIIIII I;Ill;ili;llll► - - - - - ' I h NOTE; IF THIS MICROFILMED , 2 `� 4 - 5 6 7 ® 9 ILO DRAWING IS LESS CLEAR THAN TH15 NOTICE, IT 15 DUE TO THF (ANALITY OF THE ORIGINAI DRAWING. OE 62 B! 1.2 9? S? 12 62 22 Iz 02 61 BI LI 91 SI r1 --EI 21 11 01 6 9 L 9 -_S-- ti E ,�IIIunlnnlunlunlnnlnnlnnlnuluNlnlllR116u1hllllouhullnnllu1h1u1nuluuluulnnlullhnlluulun11ud11i11nnlulllwJ�nIn1IIn111tullllulull�IIIIIIIIIIIIIIIIIIIIIWIQlllll1111Itl111111t111I1111I1111111u1N1.+'I�iuluuhluGulluulnulu�flWlhul , APRIL. 11 199 1 KEY NOTES 4 r 1. SLAB ON GRADE _—��• I ( P ) C. FINISH GRADE 3. PILE CAP, SFE STRUCTURAL DRAWINGS 3 111 4. SUSPENDED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS 5. ROOF TOP MECHANICAL UNIT c� I' 6. 30' HIGH CONCRETE CURB AT MECHANICAL N rn UNITS, SEE :STRUCTURAL DRAWINGS o771 '-� 7 . ELEVATuh GUIDE I DE RAIL L SUPPORT SEAM ¢ $ �2t�.17' R�vF h" SFR "�R ° x — - - _______ --___ ___ 8. STEEL LADDER TO ELEVATOR FIT. ONE EACH � er p PITco __� - 9. ROOF HATCH. 4` -0-x4'-0" (� z p 10. RAISED SOFFIT CEILING, VENEER PLASTER '' Lij 11 . VENEER PLASTER CEILING SYSTEM 8 m I 12, SUSPENDED ACOUSTICAL TILE i;EILING S)YSTEM �f Z u+pN f , 13. PARKING STRUCTURE -- �_ z ¢ o 14. SKYLIGHT N a -z 15. CONCRETE STAIRS, SEE PARKING STRUCTURE �-� ° "p d ARCHITECTURAL AND STRUCTURAL DRAWINGS W Q w ¢" LCVEL, F. _ I y :STEEL STAIRS, SEE SHEET A7. 1 (n ¢ z O o -- - 17. ELEVATOR DOORS -- -- ( i I 18. METAL ROOFING 3 z - - _ - --- -- ------ - - - - -- — —� 19. DRYVIT EXTERIOR FINISH SYSTEM OVER 5/8'' Q _ _ I EXTERIOR GYPSUM SHEATHING $¢"n 20. CONCRETE SLAB ON STRUCTURAL STEELQ A a s 21 , COJNTI'_� AT MAL-- ii_bpx5 (18" C)) 22, Mal��xEs, fRliSJT C��r�liNGl - � 23. EXTEwoR �Tt.1CCO F"lNKr1 SYSTE^'1 IL III I 2 -�--- -- _ - -_--_ _- ---- - - - w w Q LW 0 2-7 o' LFVSL 11 z ui 1 TRANSVERSE BUILDING SECTION WALL LEGEND A 3.3 1/8 V-0 TWO N()UR WtZ, I TALL UP, CEiLItiG, I z A3. 3 c, O $ 148°I � 2t5 8'1 W TT - m 7A F, -- V. _ EL.E�/-�-S�t � _l �__.— ~t' � FF !',f •L5 CR _ G►�AF� G+AiA VOA or �0 DRAWN R, LEVEL 2&P,0' - — (:}DECKED BY 6 L X41 VISI(_)NS 14 A3- ?� 12� - 1. 07-10-89 ,4-� 2. 08-14-89 ---- — -- - 3. 10-9-89 i, iATEs yr •- - _ � 2401b.01 � iw:uz�wH[sRise'RSNGFo A .MISE "PAM/INGS ARF ANF P110PFR1. , IAI ANO ARE NO' U at U o 001 Ri 01 Opon IFN PFRMSSt Nof M SA�1- Op .r Joq�(�R WRi'� II'V+EE T 10, 1< PERM11 NO. 89126E {`—r _ -- - - rT A 3.3 :o-7 OF El' 2 \ LONGITUDINAL BUILDING SECTION— ______. t . f 288697 A 3.3 1/g0_ 1'_Q" JOBNO }F TS -_i --� N - W11h AAAF[[i PR,Nf A PrP 0ISO@ „ ., l �J;I�IIi III�III 1lI�IlF 1lt�lll 1il�lfl IIII111 III�III Illllll Illllil IIIIIl1 IIIIIIIIIII�ilf�ll�lllllll�llt tll�tltlll►�III�IIt�IIt�Ill�111I1il�lil�F11�1!'IO Il�lll�lll�tlFll'll DRAW I ---- DRAW If THIS MICROFIIMFD ( 2 3 4 T 5 8 7 8 9 �— —_ — IS LSS CLAR TAN HIS NOTICE,EIT ISEMK TO THF QUALITY OF THE ORIGINAL —--__ DRAWING. OE 82 97 [Z 92 SZ dZ EZ Zz Iz OZ 61 91 LI 91 SI bl EI ZI 11 OI A 9 1 9 S �.[ ► IE z ►'"'A'" '• ayluullrulunluulrudrarlrndur�uallrrr�aNlulrlonluN6FNllF1«IFrulnulnulnululfllulllullnnllenlmllllnlll�Innliulllu►Ian'It111IIIIlI1111IIWIllI,11IIIIIIIIIIIIIIIIIIIIIUIIIDJ�fIIIIuIIInHInIIIrU1IllIIIIWIUBIwllllf�llllllll�UIII!lllII111IIWIu�1 ,A,PRIL 11 1991 , KtYNOTES 0 j N �j L1 2. STONE VENEER SYSTEM Q 7 x 3. 4'' 16 GAUGE METAL STUDS AT 16" O.C. WITH (J7 a2 I ��-- M121 BATT INSULA T 10N - z p a '1 Cp 4. SAFING INSULATION ON Z CLIPS a rn�°D„ I S. BALLASTED SINGLE PLY MEMBRANE ROOF W ' �.``.►. 4+ SYSTEM 8 RIGID INSULATION - 'LoP � I ATION w .CL 1 ¢� 7. CONCRETE STRUCTURE, SEE STRUCTURAL DRAWINGS N u a �0 ;I I 8. DIAGONAL METAL, STUD BRACING AT 32" U.C. Z 0 c9 i i_' ` 9. SUSPENDED ACOUSTICAL TILE CEILING w w va 10. STOREFRONT WINDOW SYSTEM WITH 1" J a CD Q INSULATED GLAZING %a 00 z 11 . GYP. BD. (N. I.C. ) Q 3: ,5�+ �{ I ----- �`- --"-_--- } 12. SHEET METAL CAP FLASHING N i 13. CURTAIN WALL SYSTEM CC a S a n 14. SPANDREL GLASS G -6a `� ' . 15. 2" THERMAFIBER CURTAINWALL INSULATION ---- -- - r N 16. 2-1/2" METAL STUDS AT 16" O.C. ^!d. 1 17. SLOPED STONE SILL `� Ib 18. STONE RETURN 3 p:; -? 19. DOWNSPOUT TO SPLASH BLOCK ON ROOF � 20, METAL RAILING SYSTEM ` ' ' \'v (� /A'�j•s 21. TOPPING SLAB WITH WATERPROOF MEMBRANE, �+�+ 12 2� 3 R A I I !yI G SLOPE TO DRAIN cr 22.b•I A'3 , 23. SLIDING EDOOR BSYSTEM !o '7 �� C 24. eiTR��'u!a-,al n-LE, TUB WJ& 2 _ 25. 2X PRESSURE TREATED PLATE: z ,0 26. ENTRY DOOR SYSTEM Z 27. SUSPFNDED EXTERIOR STUCCO SOFFIT w O co 1 2 ` sJ►,E �Aa ,Ko G,"I�UGT 1PLt �RAr_� Nm4 28. ` `rl"S+ IW- [A4 (�JAfLV OL-AL, A-r h'(A.I�`>. � � 29. ANGT I,ES 14XFJBOO (OR EQUAL) AT 48" O.C. v a � i - -- 30. SUSPENDED CEILING SYSTEM O 31. ANGELES 18XJ5600 (OR EQUAL) METAL STUDS � oU _ -- AT 16" O.C. WITH BATT INSULATION 4 '!'•y oE!TTi 0 ' C E- �L K'/. O V/ 3., DR`s IT FINISH SY. TEM OVER 5/8" EXTERIOR G 4tr"I GYPSUM SHEATHING rn N N I 33. CONCRETE SLAB OVER METAL DECKING �+ I I 34. w$ x IS V/ 35. W12x22 36. W8x10 m r I 37 . W18x40 fA iE . 6x6-W1 . 4xW1..4 W.W.M. IN CENTER OF SLAB W •j o f,0N»RETE SHEAF.:WA�LLY `E6 SHEET 1 p I 41 . ME'LAL CHANNELS 42. VESTIBULE CANOPY Y It 43. CONCRETE PLANTER WITH ST,)NE VENEER, V o - --- - ACCENT COLOR Ab I 44. VENEER PLASTER S Tr.R 'YSTEM � � 4 �,A �7 U 45. VERCO `L0 GAUGE HSB STEEL DECK Q tb;�r .�. $ 54�ibNN• d!'f�1pS !(v' CJ•G 46. W10x12 CL 47 . W14x38 ' � '' �>TL►fl� � I� O•G•� ,' f - '� I I --- -- ` 48. V-0"x8' -0" ACRYLIC PYRAMID SKYLIGHT, EQUAL 5898 SINGLE DOME OR APPROVED 0 It 49. EXTERIOF STUCCO WALL SYSTEM �O. A *Sg C-4 Ib wA roAA Dou g3 3 � r __ 5'Ufl � �jlO,�e' LGGAT IOW s 1 - � 0. f - f I Wim " Io N �� • _ � _ _ , , . � ,. • � �T � �- ,-- . . , • • 44 " Gj � � D SI . Sa;,lr/ P�i3OGt� ,N� - - v _ � : ' •��. �e!J I P/\�!i N T �MSO. Q!Y F L E V A. o R ~` 1112 A '2• 5UP}"LlSfi • SMS. -fo SUPFaR"f { \� +y A�J•a r-OR 6o '°.c'.a.F. PGA17 .OAS 'i=J P��.1=• 'L� 41 PM �tiT �oAD a.l Ig p N I1� 3!� /� I' p' �h`-ID M �II'a Ivo• ��. /1S;1i �'AG F!Ci 2'2rgA NA2u1J IA S��OG z S U QO� � �A F i, U?K O� 'V• �.I / ♦ r1 I L T I ��b s L._ I O • 30 - '°' V vL2lfjro AG" D1 G It.* O¢ A +-OyaD W j T MULV __ N I �2 J I ap 4p •O _ � I }�- �---.��-. I �V Er - r L �1 -�• -- -- � f A I I io 0 4 a, ,q A c� ��'. 4' H x �" L. 0V51kFI.OW 5G� E t o '"dQ OF , _ 0 I �a '� I.o I -oI � • o f I � iA�, 4 24 �- -"Tyr. >✓a r�N-�o ?`rr• 'rr �.� l o nATF S�IJivf'�ND6D 0 L I p0-1 • 10rvv I Dri Ip I �I+awN t�. wl�p Ut°� IfT � � � I , I a, �A� e- o ' I q a r) ra CHECKED By f 43 I I - REVISIONS _ -- 1. 07-10-89 2. 08-14-89 I I'1 3. 10-9-89 AL I I I.iv sL It A�•OQUTtt.►G V tI fI /' �j t/M,All A,t1NTt Al/EMrED ` SAI ANO A41 NOI"181 WED OR MEMO fIJ'Iu� HF SF FAWINIiS Alf 'Hf MC1K NC' (,f NAt_ F N[IE SAtU 4 ASSi1CIArEE °C M V�/11(TR WP•EN VEAMISSIOA,OE !A„TME / 66 1 L SHEET A3.4 I p pM I T NO. 89 1266 _ OF 38 OF Q7 r � _ �JA��. G' li`'I D v J 1 1Q-`f Lr 1�" V_ _ Y�}'` 1. _�> G I d N �i �N T 1Q- 1"L° 2"�'"` i z Pte• iii A l'-o' jos rro 2813697 L a -rg L 1 1111 III tf'1 III IIIA, I III , , I f 1'I I I I 1 111 III 111 1111 II, ,II III II, II, III 111 111111Ill I,I,I1 , , '' I ! 1 (. � ( I I I I III 1 ` I I 1 I I i 1 I I I ( } 1 I I I I ( ,.I 11 .I I 1 I I 2 3 4 5 Ei 7 8 9 10 I I 12 NOTF: IF THIS MICROFILMED •- DRAWYC IS LESS CLFAR THAN THIS NOTICE, TT IS DUE TO ta"r. THF QUALITY OF THE ORIGINAL - �T DRAWING. OE 6Z 9? LZ 92 52 V2 E2 Zz IZ o2 61 81 11 91 51 b•I c I 21 I I 01 6 9 L 9 S1 Y E z l gist." 4111►l111tlNlHl,l111111,11IIIE,111111iHEIII„l111,IIINIINl�SH14,a,11H,1,,,,I,,,III„du„hu,luuh►1111tuba,1,1,1luulunlunluld�tillnttlunhtuluuluulutlblulunluuluululdutllltulullLNdu11Ln1hulhmluu�tttll�iuluultt111wlluulnulunlltulull ..f , APRIL 11 1991 _ k. KEYNOTES 2. ST(i)NE VENEER SYSTEM 5� 3. 4 16 GAUGE METAL STUDS AT 16'' O.r. WITH BATT INSULATION j 4 . SAFING INSULATION ON Z CLIPS Z 5. BALLASTED SINGLE PLY MEMBRANE ROOF 0 U � SYSTEM N °; -� 6. RIGID INSULATION �- c _ 7. CONCRETE STRUCTURE, SEE STRUCTURAL Q a x o. DRAWINGS (/) ¢ m 1;4:' _ � - 6. DIAGONAL METAL STUD BRACING AT 32" O.C. - _ - 9. SUSPENDED ACOUSTICAL TILE CEIIIING � n o" -� 10. STOREFRONT WINDOW SYSTEM WITH 1' • " ' i '1 C-A2 i f 1 _ ,�� INSULATED GLAZING i 11. GYP. BD. (N. I.C. ) 11J1 irk , 12. SHEET CAP FLASHING - � z C"' '} 13. CURTAIN WALL SYSTEM N a ' II �+ 4 2 14. SPANDREL GLASS Z U a 00411 c7 16. 2" THERMAFIBER CURTAINWALL INSULATI -IN wO T ua o ;� 12 ` 16. 2-1/2'' METAL STUDS AT 16' O.C. a - aQ' 17. SLOPED SCONE SILL u) ' °D o rn 18. STONE RETURN Q 3 19. DOWNSPOUT TO SPLASH BLOCK ON ROOF �. A•o• _ �tio z � � � 20. METAL RAILING SYSTEM 21 . TOPPING SLAB WITH WATERPROOF MEMBRANE, 1 a 1� r� I SLOPE TO DRAIN Z-4) 22. CONCRETECURB _! Ca 0 } / 26. SLIDING DOOR SYSTEM 0 / \ 24. STRUCTURAL STEEL TUBING 26. 2X PRESSURE TREATED PLATE 26. ENTRY DOOR SYSTEMoo c ' f � 27. SUSPENDED EXTERIOR STUCCO .��+4�FIT 32m'.q 28. _ I - �� 1rI✓1►_ _ 29. ANGELES 14XFJ800 (OR F�C�IJAL) AT 48" U.C. t-slPr __ _ �' 30. SUbeENDED CEILING SYSTEM IL _ T�^ �� _l I � � � / l ' 31 . ANGELES 18r1p56U0 (OR EQUAL) METAL STUDS U AT 16" O.C. WITH BATT INSULATION tPoLL �;E�"rt F;,orw 2 32. DRYVIT FINISH SYSTEM OVER 5/6" EXTERIOR 4�°G Z GYPSUM SHEATHING W N 1 y i 33, COOCRETE SLAB OVER METAL DECKING w ' TSI r 34. 35, W12a22 \r! a_ 'a V _- • � � I � I ''a" - Vy�.�� ..�� I D N C. � fZ•- 36. W8x 10 W U d 3•i W18x40 Ix O 38. 6x6-W1 . 4xW1 . 4 W.W.M. O N _ 3 CONCRETE SHEAkWAI , :;EE SHEET Ss. 1 4 - 40. (A-)'012 ^rEa yG�gwy 6 C^ �JTUV 41 . METAL CHANNELS 0 f. --- \ 42. 7ESTTBULE CANOPY co I b - I1i 4S. CONCRETENT PLANTERWITH STONE VENEER, fn 44 VENEER :LASTER SYSTEM Q W 45. VERCO 20 GAUGE HSB STEEL DECK Z l� 46. W10x12 �+ 47. W14x38 ..� P• 4H. 8' -0"x8' -0" ACRYLIC PYRAMID SKYLIGHT,0 � � Y 0 NATURALITE 9898 SINGLE DOME OR APPROVED U ' I p EQUAL 9 E 49. EXTFRIOR STUCCO WALL SYSTEM ui G- Ab•1 �7U� ( �+o �,r � oe-A,T io,,. Z e-EVAToR O -IJra U P P I, 8 fz �MbPOr`T 5 •Aw 17 O 7 i 11 �e OaV�� QA>7 ME �LOAV r AB11G � 5�. ABG IPAe, 22 GA NAfL0-4 ,1 r I C14 I - X16 W f w -2 -rue, sGALS�g wl' - �� N 01-fLe M oJAcirlfsQ15 & r6iDG LsAP5 A. E-.A FL,UTC of fid. l.r.YlEl. - -_ I v 4 `� •� 54 HILT1 ''/b' Ifw c 1 - Oil N FA��h F-F+-�i O� /�1o�'a+b JEfJ r n � ° "j I � 4 _ f f 11Y I I 2 ACJ, o � --- I 1 -� C � 4 4 Q 34 P,L E V M AG r1 11.J E SOD Mme ' j4 IL ,; Pm Ao . �-- UAY d DATE a P2 DRAWN BY CHECKED BY �• S7t�{I� A REVISIONS 1 1 _ -- - 1. 07-10-89 2. 08-14-89 3. 10-9-89 0 TN►b �iM icr,� !4 - - _ - v iybq p• �. 11<►°I'D� `.._ � � `41 4 2 M�KAN2�IfoMiTi�sR�iw ola 0 .. $A,..fDA sA00NOt tO w UMVES ►c-1M y1,AND RITE 401 10 SF XCE , NE TH DUCED IN AN,MANNED VON ,NTH THE _ MIOP yrPIi IFN I'F PMISSION IY M,SA g�. SHE[? A3.5 r•ERMT-T NO. Og1x.66 -- - y NA'�5 NA3ti -� "'9 OF 87 OF D /��,G� I Y�1 •�. �� !l/ �1 (�i L.. VW I D� /� I N lT/�/'1^ JOB 140 ��p) � '1'�AL�� G1'G��1 � �.-TC�� J/��.L �.11i lD�J � GU�-AI N w�l,L. � Il�f�l�L, ��G�I IBJ � � � '-_ ____ __---____.__ __..______ - 2888�i7 T8 -� R � . , , A � -• Ate.� x -WILLAWMI /I N�lM ► ---- .._._..,: ..-...,r.. .. .-_ ANIr�RP+NI'�r'ree" .rwn..-,...,:..ru.Illpr+ •e.....v... _.......r,,.wlr.�«.n.►+ iIN+«r+rtn.. .,.al+w,,.-".,.. � ll�i1111111111Jil1111r1111lll`1�I,111�1111►114111�IP 4111111IjjlJIrfiIIII IIIItill 11111111111. 11111111'{lill'�1{111{1�11 {I1111'�'1'I'llllll�'1'�'111111.1�llrlllrlrlrlrlIIIIII11II)II III ,.... ...,o....,......,,•.; p f 2 5 d 7 8 I p _ I I--_____ 12 MITE: I F TH IS M ICROI I LMmD DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL - DRAWING. QE 6z oz 1z 9z S2 t2 E2 22 12 OZ 61 BI ti 011 911l bl El ZIII if 0111 6 9 1 9 S11'''',1kr.. tff FI-.• Z 1"•"' ►IIIunlunlnNhullnlr{nnln►IlnulnuliUl�llllluulunbml►udn111unInhI1N11N11�111111111�N1111NI�L1(1114 1111111111111111111111III�I1111nI1tIII1111lIIII111111111111111111111111U1�111!lUlllNulNtl{111111111f111111WIHmnIIINnl1)i11!lllllll1�I1111111�1i1i111N .APRIL 11 1991 4.5 5 6 , z KEY M8N5 I� GT CT�,� y.___ _ �_ _ I + w Y A - �/\ 00 2 �� G�hJGT GT I GT �} V� !SLU IZ , ENTRY W p N 3 z UJ r LKS''15 2�1-0'� W Z rn MAIN f tiTIZY P;-AZA - z Fop , r- o -o" , i ;\. + NU adz z O v�o corn r1 ?' w Q l/) N -+--- c� 06 N cc i JiLF- _ ---, z Z a z Q Boa I'� U P LU V) F- c m a a: z c nr L - , I I V + ENLARGED ENTRY ( MAIN LEVEL' - 4 5.1 2 ; � � LUU 112' 1'-0' \ I 111 2',=/-�" �' �'' I,'•�'/z"�,�� -_ I' v "I��4" a ' z , 1` I i S.6 41 114, I: 6' IG1 _ 1,0" 10'x' �., 4, 13 • , c nIOM N 2 ?O''.ET ROG'M T.+�� P�• '7�IZN TYp 3 4 102 --- -- P6 q' LU {� - ,�qF, tc,t 13- 1 10 lV N a `0 I_-" KEYNpT4� W J -14 �i CD Lu a, , a '� - I. GRANITE F�002 TI:.E0A e-1,1 �\72, WALK OFP CAr-PET .J W 1 - �N M N r'L.ANTtrle Z P6G �I"b 107 i:5 9-U 4. yEALEf7 GONGI2.ETE h-Ab ' — N A�, II �_I I , 5j, PI ELIC GAIL.Pt r a O bTAIiZ A_ __-= L0�13Y � r 2 `G4G 11 OI FII TT 12''On ' i N ___,. � L� U IOt. F4 10.0 �' -'l.` _ P5E N A5,3 (o. AGGENT GAIZI°ET _ 4 C."Jt." ,., PID 7, HANViCAP GIZA� P�IZS J " �' �. PI2pFILt< OF 1`�GIOrZ ArsvvE 4 U P 1, t%►zl N KI NG FOUN7AI N o 10, I I' la" I'•�o" 1' .5 I f, F3oR.pEl� GA2PET 2 MAIL R6k7-"A T , �G a�- dl E -- s 4e , b,�7 JF LA III II P4E ly - _ry \ �i Ai3, " ,u I GJIZI21 f2 / u �` f+ �''G ,1 F5Al, , f;5 " `� �► ' '" "1 'r W i 1 I 4 , 3 F LE - - 1_7 .I AS 3 D�Awrd F3Y: � PARIGING LUB�Y C0FFCf= OAK KVB/CAW/STS 1(0 P 144 '-pn Cf IECKEU EKY / .SASE _�Pcce l0 1 JJW,% A,< REVISIONS: A4-,' NEW 3. 10- 9- 83 P �q•bpi ��.LL E;4r 0Q AFS Tc, FAGS 6'0'r- -s 'F , �II - Nv7r:t:, C)'HFk',41,;,r%, Fo,P, tiry IL)'W FAua 0P FINISH MACKENZIE-;wO d ASS"TES.P.C. 1969,ALL RIUNTS RESERVED ENLARGED MAIN LEVEL. GORE PLAN THESE URAYANOTHE PROPERTY OF µACNENZIE1SAfT&ASSOCIATES. PC N'S A) AND ARE NOT TO TO 3E USED OR RE IEO D CED IN ANY MANNER EXCEPT W(iN 114E PRIOR WRITTEN PERMISSION OF M SA Sf��.ET A4 . 1 OF PERMIT N0. 891266 JO_ NO. VIII r7t- Ry P288697 " I I 2 3 4 5 6 7 8 8 10 II 12 NOTE: I F Ili IS M ICROF I LMLii ► _"" """ '"" -- ""`_ '__-_ '_- -�. -._-_.__-__� n DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THF QUALITY Or THE ORIGINAL DRAWING, QE, tsz 9T. Lz 9z SZ IZ �2 zz Iz Oz 61 AI LI 91 SI 01 EI ZI 11 of 6 9 L 9 S i E 2 1"""" 1"!IIIIIIIIIIIIIIHII1HIHiSt)u11H 111111111111111111111111tllmtllNthrttlun1N1111N111NIIu11h1ulullluu111N1,IIIIIINIIllll11ui1111lInfIn11�H1drutllufltnlluultlttluuhtuhlulutlhut�uu�t11111UIIHIIhInluu6lultwllltllllu�ulllltulu11111ulnulunI Whtn . r - .A.PML 11 1991 1 KEYNOTES \. 1. PLAN1 ER 2, ELEVATOR CALL BUTTON • z c� 3• ELEVATOR SIGNAL F-- U 6 5 4' 34" HIGH HANDRAIL D \a,/ K Q o X 5 BUILDING DIRECTORY W cf) z amN 6. OPEN TO BEYOND 15 U� LLJ $7. ALUMINUM BREAK SHAPE CLADDING z UJQ z W') aI 8. PROFILE OF WALL BEYOND N( , J ,N2 zU aO9 WALL SCONCE 0Lij C) � ° cr CE Z �^ID, TEMf'EFED 15 -, 1 A8.8 AP^C �' ` '�O✓� S H \DG PAA S n� A8.6 -_ o Q � � ( �Q 3:Z - - - - - - - - -- - - t 04 �',1gE Ph� L t ✓l f� I. D11 ryl 17 SIM �' HEADIP -�-. .� I N i - - � 06 '-f -: T, -- r. =? 18D xt - C ' r I I AS.B TT— ' I a I _ { � 8 �-ter z Z --- ---- - . j t aE la — .o — - I } _ 1-P. 7 W 18 A �! --- \AB.s� COLUMN oMl TED A8.8A8'.1 l w J — - - - - -- T--, �- - --- -- -� •� CA .f, _ a I l W FOR CLARITY — y _ 0 _______ _ - 1. :�. - i\i \�: .\�,1 I�Z�,.1 ,- �,,;\:, Vii,\,•-' .�%`-,\IZ,,i./-,, r.�- ,,, , - V! -\- to - Q .a. a q 0 8. / c H `I - _ I - I I 1'` M I T m _ b a M! 1 6 I - I O `A . 5 1 , 1 - 1 4 `i Uj Z -1-11 ,\ 8 6 , r / `II\ 7 t• 1, - I - .I\ •1, �'1 -- 0 'Yl - I rte, ,- O I 1 „ / 2 C _ `1. �I i - I , Q =1 1 1 '1 i/ .1 I 1` I / , _J tY Lli i L., r V a i o- ALI, RF IJ�ALS N �YjO. PSD• , 1'ASI�iG �' 8 T1 l A1.1. tiIM�tJ�I 1,13 'f0 -ro r• o� R8 V 60A L. a OTNGfLWI� (A8.6 N 0 South Lobby Elevation; 2 West Lobby Elevation A5.1 1/4 .1'-Off A5.1 1140-l'-Off WALL FINISH LEGEND ' ',�:'1 FABRIC PANELS At [� WOOD PANELS £ BASE ACCENT STONE GAS I,o R f,A [ PAINTED GYP. BD. 5, I Z __� FIELD STONE GD w Rf— [ ALUMINUM BREAK METAL 0 Q > W W D E" J 5 �g / � K � G Z yr" W o I , A8.5 ID — _ -- O I a \ i ,I - .::•:'•: ; .�_ _ ---- -' --_�.. - \✓ 1`1.1-,\„=�, ,,'_ ,�;. I_ ,,, I i A8.5 A8 8 D i; - �,.'1.x.1, 1_1 -,: - '' /,• ,; :\, •1: - I I , ��_ • , A8,8 1 _ L A8,5 T- '- — �- fi ILtHAWN By - o - - _ -- g N A85 1 r A8, - � ](( ` \ _ -1' \/=-\`';I��; -' ''i:''.; ',`,-. t;'i-'1 HF(;KED Y ----�� •• _ SIM. - -;; - � ;•'\,,.ti,,..�.;- �,,-.1 ;�, �� .._,_. r a I i :�': ,i\i! - ..,\ice\_�,�,-,1 `-'• I� • `,.' I1' �. ,�',, 8. S M. 1 , A8 � I pp V C 2 8/14/89 9 '✓ I R - I .1' _ - 8 NEW SHEET 1` a85 i -.5 _ ` o A A8 8 '�L ;,LL I, r.-� '1 - - a N V�; i ., 3. 10-9-89 I / I I ... ..... .... .... ..... .. .. ....:.. i i �12 A8,5 Iv 2 MACKENZIEAlAITO I AS OCIATES PC ton,ALL MONTS RESE"V 0 3 North Lobby Elevation 4 East Lobby Elevation •N1511KA01I”°SAP! "` M"PEAI I MAI.sl NII((SAi 11,1 ASSu ALES v M 9A1 ANO AAE NO1 10 Of U>IEO 01111f�- Inuc t)14 A5.1 NY MA40*0 .1/4»-1'-0" InAw"IA ENPFKM 910NOiM SANT SHEET r - -i A5. 1 1�F 1 PERMIT NO. 891266 JOS NO 2886A7 TS : A 1 nr 87 L if MO1 AM1 TIF vK'NI A•.P K7I0! 8 IIII1j1111111IIIIIIIIIIIII'III�IllllllltllllllllJill IIIIIIIIIIt�IIIiIi+�llIt) IIIIIIIIIIIII IIIIIlII111II�+Illtlllll11111i1�1lIIIIIILIIIII11LIIILI+I+ItI11111�IIILIIItIII+ILIIIII+I+'1�11+11 .._-... a I 2 3 4` 5 6 7 NOTE: If THIS MICROFILMED --- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL , DRAWING. ----- - -___- ---— --" OE 6? 92 Lz 9I? S? oz E2 zz IIz oz 61 61 LI 91 SI ill EI 7,1 II of 9 L 9 S r Ie z IL�••-�*' ,nl}111111111}III,II,11}I„111,N�1„111+,IIIIIIIIIIIII{p11111111NI+N/�011N1,I+,L+IttN}IIIIIIINIII�1{IIINII�IIH�IN111nII►tllllLfylln111u1II1111NftIN1111111I111{IItUI1111�II11III11�I11111111�IW�1lII�UIIIIIUIII!d111111111I1111IIWlMWIilIIllU�llllllll�lllllllU�IIINtW�11H / . 1 , APRIL. 11 1 �►� 1 ,�� L 2 HOUR CORRIDOR a( z F -- cLw _ Q O x m ((�//�d', i 40 ( A j a .a �-- - _ Lij - TGr" OF "VrA— / i \\ z a p \ w0 oo ' /18n� TYpIG?�;, i2�UFAL Ycf) o I �A8.8 Of'CN T N 18 18A �� ` — U Q �z n VN TYPICAL- MAIL A8.8 I A8. Acq 8.8' \ / e ROOM V 'ra UG tZ�\�.Q�. , 2 x � p re \ 11 -- -- - T m- - - �� 8 - A8.8 -�.�•. _ _~ SIMILAR CORRIDOR 105 LOOKING NORTH A5.2 z Z Z W ® w HOUR CORRIDOR 00 � ruj <,3> 1 / 0 CD_ CD c 4 r �o Ab.S �-.r �./ \ 11 �1 — M I� W 4� �� 4 l i W Z cc • W OPEN TO � \ � ' .� � • •� AP�.4 I COFFEE BAR - — - ---- - - _ - �2 CORRIDOR 105 LOOKING SOUTH EISEN 5 4 W W 0 lamentm \ \ 16 — 04N T \ CdF�'FE i r NIMME CORRIDOR 205 LOOKING NORTH 4 CORRIDOR 205 LOOKING SOUTH 1/4'=1'-0' A5.2 1/4'=1'-0' \ A5.2 -- r I.' b OF I F)AT E 8 71 g 5 \ DRAWN By -7eR�R CHEIICIKED BY p' ki�1 faF VISIONS 2. 08-14-89 -- _ - QfRA5 NEW SHEET KEYNOTE - a. 10-s as 3 1 . FIRE DOOR AB 8� 12 l_ 2 fAn4 \ SIM 2. DRINKING FOUNTAIN ` Aa_r� X6,2 - -- T 3. OPEN TO BEYOND \ / - — --- 4. COVE LIGHT -r- —� — - --- - --- -- --- - - MAC0.[.NZI[AAITO a A�WCIATH C - s _ -- �- Tew,ALL NIONn Neeel[wo tiE ',RAW,NOS API s" /'Nll�R1♦fJf Clucr0,NAN 11ANN[NSF C[[15WI/N TM[ y AND ARE NOT TO M U![U OAAF - ea,pN WNIT TFN rFNMSSION OE M 9A /'5 CORRIDOR 206 LOOKING NORTH 6 CORRIDOR 206 LOOKING SOUTH -, SHEET - A5 2 1/4'=1'-0' A5.2 1J4'=1'-0" A5.2 OF F-EERMIT NO. 891266 - JOBNO 288697 : 42 OF 87 MII I AME'1E VN,N1 kelp ___..� 1 i ► 1 I 1 I I I I 1 '1 ► I 1 r I 1 I Irl 1r1 I I r t r r i�r r I III I11111111 1 II 111 III 111jr)1 1rI 1rr 1r1 11 1r1 111 Irl III 111 111 Irl rr1 trl Irl Irl I,1 III 111 111 III �...�..-_ „� { rlr1rI111IrIrlrlrlrlrl I Ilill � ) ifilrtl � 1 � I I I I I ( Irl I I I I I t I •� I I I ( � t � ',• ,• NOTA: IF THIS MICROFILMED 7 '— _ 8 !� r0 r 1 12 ---2 DRAWING IS LESS AR THAN r h THIS NOTICE. It ISEM To 1 IHE QUALITY OF THE ORIGINAL a DRAWING. OE 6z 9z Lz 92 Sz ►z 6z zz IZ 0z 61 81 LI 91 s1 41 EI 21 1!1 01 6 '.1 9 L 9 S 1r E z 1"•'"' - ,Fl,tlllllllllllllllNIIIIIIIr111111111I1111111N11111111„t a111111111111h11111IgIH11�111111111I1V1111u1111111U1I11U11111111nIu11111��11n1hu111u�}1111nuluulnlduulul�uuluuhullurduubrllluu1111IIHHlnnhmhluhwlllBlOr�Ir�u�nI1L111flubrulnnrl�hm ., , .. APRIL 11 1991 _ I O� N a) Q a � WGZ C/) m 3 C�� a �N 1 w F a�yb r l 71, �r 2 w N 2 NU Ens,5t z -- --- - `1'-U'I A lop z a u d ' ¢ LL MAI - - - - -- — - - w0 O � �g 0 rale=_. o. A (��W �d � w 3 z� r cr op En c� } - - � 1 .. k_I CYI �' -_ :II r t (, NORTH ( MENS SIMILAR) e) EAST ZZ 2 1 WOMENS TOILET ROOM ( MAIN LEVEL. ) _ _ UJ 0 318"=1'-0" w 5.3 0 C'' �- - W o � o CD Q � m ca w r i �-� U \ w U) � _ i 1 y o UO�� -0io- U v - r- v � �(1� •`i _ u v_ � C)SOUTH @TOILET AREA (b) NORTH @LAV. AREA f' �~ (I;) SOUTH SLAV. AREA WOMENS TOILET ROOM ( MAIN LEVEL) MENS SIMILAR oz W � qo« J uj 1 LLJ KEYNOTES 1 RECESSED INCANDESCENT LIGHT FIXTURE 2 PAINTED G.W.B. 3 WALL COVERING 4 SEMI-RECESSED ESSED PARTITION TOILET PAPER AND SEAT COVER DISPENSOR j 4 5 FRAMELESS MIRROR c'S 6 GRANITE COUNTER HANDICAP GRAB BARS S CERAMIC TILE BASE RECESSED s `` t 9 PAPER TOWEL DISPENSOR AND WEST RECEPTICLE 10 FLUORESCENT LIGHT FIXTURE 2`\ MENS TOILET ROOM MAIN LEVEL i 1 FULL HEIGHT MIRROR (TOP OF BASE A 5,3 IT- 3/8"=V -0" TO CEILING)MAIN LEVEL ONLY F,F�KF,,r+ 12 DUPLEX OUTLET ON G.F.I. CIRCUIT x 13 PARABOLIC EGGRATE LIGHT DIFFUSOR I - HEVI$If1N$ 14 TOILET PAPER DISPENSOR AND 21J W3 - , 2. 08-14-39 N SANITARY NAPKIN RECEPTICLE = NEW SHEET �� 3 . 10-9-89 15 ADJUSTABLE SHELVES 9 16 BAR SINK _ _- - ql � �1I II-OI �II.�E qI1 N 17 PLASTIC LAMINATE TOP AND - - --- - BACK SPLASH' l N Q-f 18 OPEN MACKINZILSAITO&- U 18 TOILET PSR'ITION too, yam,AEA IppNry NlNMlO •NESE MIAwINGS ANI 'NI P010 Nr. ;if 'fj� MAt.9EN21E SAITO•ASSOCIAtES PL M 20 COAT HOOKS ��I UCEQ NDN"MANNEN EEPTH X / - P111ON IMI'!tF N PFN41951ON O�M SA 21 SANITAR`! NAPKIN DISPENFOR � 5HEF1 Ir— -- _ .. d t��AT�I , �c�,��(✓. , �L�V,�"i'i CSN r �.c�o�l,,lc� w� . I �_ _ A5.3 3 C0� =EE BAR ELEVATION __...�� A�, : A" I"�Alhl L .VF,,L '/e,':I Ci --- A5.3 3/8 1'—O' of '- .Ioetio 28$697 _. MITI AMO ITT PLAIN,ANP•11oA I _ .,,ow. _.. , _ �, �... _ .,.,..,..,.....,.,...,w..,., .,.. .,.....,.-.,�.,....a.,.....,�.,.,..,�...�..-,.,�..,1 1 1►' 111 1 1 1 1 1 , 1 1 1 1 1 1 4! 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1(I 1 1 1 1 1 1 1 1 1 ( 1 1 1) 1 1 1 1 I I I I I III III III I I I 111 III III l I l l I i III I I I I I 1 1(► I I III 1 1 1 11 L i i I. 11 I............. ..I I I III III I I ! I I I III I I I fi I I III I ►I I I I I l I J I ( I l I ( I IE I I I �'tI I►I I """ I 2 . 3 4 5 6 7 8 9 10 NOTE: IF THIS MICROFILMED �' „ "" - �"'• `- -_ --- -- --J-� DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS OUP TO TIE QUALITY OF THE ORIGINAL --.-_ - _----- -- -- ---- DRAWING. QE 6? ez LZ eZ S2 YZ ca ZZ IZ 0E 61 11 LI 91 SI bl E! 7..1 11 01 6 L e S IT3, ►111nnhndnl►Innl►I►►I►►►Jn►►h��+bluhml,u►Int►6,►.In►►6FEFI►EE,kEEllm►In►lhnlh1u111111utdttElhnlhu1l1u11nlllmll►u malttdnnlunhtuluoluldmlinuleu111u1binlluduullullnllhnlluulunhtu�ltl�iilllullbul�ulluulnlihln�l�uhul ., , APRIL 11 1991 8 9 <0> 11 KEYNOTES I i. WA`_ rX�"vGE TOP OF FIXTUIZE G �I,�a a F F, �,aR-pP' }SAG 2, 12ELE4�C►� I�wNL kSrHT riXTURe z ,II,_10'4 -� Irj'-O• O'-O' L G1' p' S 1 Q" I p''©`_ �i Qy ,•IIS 3 ,� �-O• 1_1 ��1 j. �L k r�Pr 3. NO l/�.I L I�I�/ V) T I o - - - - --- - --- - - `1 • �q•4>`1 i I I � •�g�25 ot. ALIbN MAGG 0'r 4I10FIT 6NI'1•N fr'^9-5 OF iJAL,L F-- Q.. � _ -.I coLLI U z i t t .- + I d-� { •�1 I i I�(I' j ale, aC W O W O '� / 1 �• N i o o 0 - - - - - - - NV aoz — —r- r OLJ _ W p Y U) F- U Z' I I I I 1 I I H CnQ N I<0 I �G od w O Fl O �T�`�*'— 1 I a0 + dr O I 0 - W Ln 0 MI_ LIJ Z F- IIIAr-10 I 4" _. O -O O - - - \ W In o I + 'Q _/ 1 •jIM 1 _t O 1'r_r• - - - I 1 - � Q E , I I ° 1 �� ►- i - � � I F I 1, m I T - = - I w VA P6 -- - +7 a' I r lr�4 1 `I Q Z r1l Q _ �1 o1 1 I I 0_(pE 10 a -- - - -- - - - �C � s - - - - - �(A ,b O tJ , - _ 0 p -_ - rF-G&I1°LaN * I O intM Idl1piI - - -- -- - — - --- p F=-F= 0 7V -- - ------�O'--'A F,F i '91-b� .F. -q1-v' Ate#`IQ - I ` ! E tl In 1J''•OINl Aft.- IV 1• 1 Y Lg• 19• 1 t10 I I a • Go o 0 0� ------- !D --- -- - C •�10-d Aff� �r- I I T 1 I - I -- - - I I - I _ oLLJ <0> 1 - - - - 1- - g uj j O WV 1 1U. .1 W 1 i _--20'-0° - - -- 2Q=°- Lam. 1 Z 3 4Of S 6 7 8 9 10 11 JEF EY P I?VvrS "f REFLECTED CEILING PLAN LEVEL ONE ' �', Th ' /?, oIJ DATE: r R Arl A Co DRAWN BY KVB/CAW/STS GHFCKED BY: LoRt'L1170A o�I�INfo JJW c RC fL$SI�-r,�� pT L�� '`a /`M T GH LOQfQ't7�� __ `P1r _ REVISIONS: 2. 08-14-89 ply ------- NEW SHEET P�4N �2A - 3. 10-9-89 LwEtAP 2-5 - LINO OIC .AY-IN 2 "CC F,Rr IZESI�s+IVE GI�II.ING I.EVF_L� CPK I � �.H!JNS'('►2uCTION 1 -- HOL.t,OW METAL - I _Cdr2NEfz n!Vort p>LG•�:K r '/�NELr� PI„/�h-r�lZ ---- FRAME _- 13EYhNp (�EILINra - FIAT GHANrWF-L - / �2 "E�►� 6�� C�GY�12 '� _ ---� -- MAT c Hnv;N r:L ----•--: � 2 RAS Gil- 1-•OLLGIN METAL -A ALI6N A/Er�e Op _ ALIGN W/EGY5 OF I 1�1zAME 14 L.16h+7 GU�/tr 'SFYON� WALL MtYONP (C7 MACKENT.IE%SARO ,k 1SSMATLS.P.C. 1069.ALL RIGHTS RESERVED THESE DRAVRNGS ARE THE PRCPFRTY OF W)) ZEN"" SA T M ASSOCIATES.PCE(PL S �� I DIfC£D IN ANYOAUTN"'""T'T MTH 154E PRIOR WRI*TEN PERMISSION OF Y/SA SHEET A �r I Gp�r U12 �NT�Y r ,>�2 H� _an �' - of PERMIT NO. 841:'66 --. .JOB NO. 44 OF 87 P288F�91 •. � �� I �.FIII/IFIF111FIF11IFI'III'LIIFIFIFIIIFI1111F11I111IIII IlI11)ltljl1ltpl111111H[IIIIIIII111111 �II► IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIJill IFIIIIIFI,I,I,II-fllllllFlFlil{IIIIIIItI1I1�IIlIi Tru......-•_."......__ 2 3 4 5 8 I I'I'I I 7 9 10 11 12 w M1 NOTE: ,F THIS MICROFILMED -- - - -- ------ ---' --+. DRAWNG 15 LESS CIEAR THAN 'MI`; NOTICE. IT IS DUE TO THE QUALITY OF TIE ORIGINAL DRAWING. OE 62 0Z L2 02 SZ 1rZ EZ ZZ IZ OZ 61 BI LI 91 SI t1 EI 21 Il 01 6 0 L 9 9 4 E Z I""'" nlluulnnluuluulnnhminNlualuuluulnuhFulluFlwFtiFuItFN�NIN11hn111u1Iu�lulllullu1111nF111nINU11it1In{IIIIIIIIII111t11I1111IlIItIIIIIIIlU11111i1tIIlIIIt111111II111J1pllllll>7111IInNhNFInNIIN111111n1uINtl�lulul►li,11Uu1111uI,1111t111Llu�ln+ I APRIL 11 1991 ------------------ 3 4 56 7 ' B 11'-0" , - 17.5'-�,,. ' 11 I i �„ 5-�"� !o'-!/" _' 6' 0• q p'�'�' I � 2. R�.G�SS�� '70.�. �.; 1- ��n^�" F ,KTuI�� 20, ol KEYNOTES -- ! _ r ' " - Cj. GO �•A A y/ D F '�•iG T Fi " z 0uj 1 T T )e ry r l N puA S-T R S, 9 Env. H o UJI z W - woL I�/�� r Z I,� flj U Q �o 0 �. Z o w �O _ r m I 24 -0 o o f ' I W aon T- S ..sc Q o o- p wUJI I 4- I Lu F,Fm. 91 o o �. I � Z Z D _ I �9- r -- - # 4 �� `0 4�•0`�4'd`� 4'' =10" j e' p" `,.p. O pp I -- q 1 -----i -� �- _ ' ' 1 ul LJ I 4- 4' a 0 0 . I I I -E JP_ I 9-bl O ? I i _ I W (n - I - O - -�- - - -- - ► , C/) 0 I- / 0 - _ Q W w I + E EV 2 I I I O - I o G _ qr ° ° o I C) o + - _ - + - - _ I .+ H D W �- _ _ _ I o _ I _ J :r -t4- <C> 0 < 0 I - - I I W C� � J — - - -- ---- - -- __ _ - - -- - BZW W J lu 7 g 9 1 Q 11 REFLECTED CEILING PLAN L �.rD' 4,h ,. LEVEL TWO . , �'•� 3j R A L�� 1 FF Y P. REA'AS -� ORIG�ONti �•yy ;-A + OI�Ia• I .I,�' bLDd G�� _ 6� �� ,°�G �1GTIGAI- 1 --I - __ __ _ uArE_: OF '1• L G GS �'G I DRAWN BY: KVB/CAW/STS 00 \+ 1/1 I - - �J�� /''`T L. . d1? IJ pe, _ 1 CHECKED BY: L. A.Ft °.,E - 1JW REVISIONS: Ra I e�' v x E ti a O o +q'.o1,2. GEI- N& }ALAN g�D` _ - I ! _ NEW Te u 9�¢SiDt 2. 08-14-89 � Or rl.R aT>`uGT�t •- /►.f•:t=— ---mac SHEET - "N; /I^'i. 3. 10- 9-89 I SK1'LIbN7 i r ® � .op G -- I — _-- I,i&H-T F xTUfz I 1 0 Q j ��G �SeJEp x 'v 7o f- - -- 4 E h is N. ��fj'SI its of. V4,AO,,L -- 1.I bH r o �' __ FoR .OIiK-a+L Qoa4 N o - - 00 ---- P I t I � 7j--� 4CM ,�y 11.. /h I2h I' I��" 1-.___ C BXENZIE SAL_ 9,ALL TS RESERVEDTES,P.C. -/-� I YTMi1ENZ��..AIISO 6 ASS CI�TREOS,EPC(4/r5 CK A • �, ) JID AR NOT TO BE USED OR REPRO OUCED IN ANY WWNER, EX( Pt WfTll THE �RIOp WRITTEN PER41SSfON OF 4/SA `1 °� bq L�IBJ '/ :2 L6PH 7 rip SHEE I- 777 PERMIT NO. 891266 �•-� 45 OF 07 41 It F J013 N0. � t NOTE: IF H IS M ICROF[ CI P 1 8 6 9 7 12DRAWI♦(; IS LESS CLEAR THAN -` J THIS NOME, IT I5 DUE TU ------_ —r-1 THE QUALITY OF THE ORIGINAL DRAWING, y oe az ez cz 9z sz rz ez zz Iz oz 61 el J.1 91 - 91 bI EI 21 •I 11 01 - e o --- -- L \ �llhudllNhuIINNINHIN11hNllflldlnlh111hn111u16u161NhIIdNoIdIu1111111un�uulln1111n11nlluu11u111u111111Innhullln�ulllnnhu111nlluululpuullnlbulllu�lulllu�u111NIIllullnuln1111n1hw y c 9 s a e Iwdiiuluuhiulu►Ilullblul1u111uu11111 , _ : .A►P'RIL 1991 1 .s 3 4 S 6 7 B 9 C9> C1 1 i y KEYNOTES I -� -----------� :o p" zo'-o" - — - 0V � H- W K - -r- - -- -- - -I-- - -7 77 _ --_-_ - .._ _ - _ --_---__ ---- -- - •� w K CD � Z � ' 1 - W W r- o O o Lii Z CL �O - - - I - -- -- - - - w 3 Z d, iD — _ Q Q CN <9> Q _ = o - - - - T ' ¢ o00 1 LLJ I I T F— cJ _. .._. } - - _ - } t - - F c� p �' 3 a U o I I' 9 all, t1cW o _ _ I �♦� _ o *lap I r � �, d W I I Z *eTs -TT_ - / —� -----J - - -- - N ?- —T U uj - - - - D - - - --- + - + - uj - - - _ - - - - <)> I - __ - _ -- - ---- - oc I� ZLij LU ui -jq> tr Lu q> _ I - --- ---- - - - _ _------- - - u- ? W - rt O W - -- -- I ir WLu U i 20'-0" 20 •---..------��_ . _ 20'-0; � 10.-W_� 1 2 3 4 S 6 7 8 <9> 10 11 REFLECTED CEILING PLAN LEVEL THREE At c . i%F �'•'' DATE: DRAWrd BY: KVB/CAW/STS CHECKED BY: JJW REVISIONS: 2. 08-14-89 NEW SHEET 3. 10- 9-89 RA? '4 © 41ACKENZIE/;ATO h ASSOCUTES.P.C. 1989,ALL RIGHTS RESERVED "NESE DRAWINGS ARE THE PROPERTY OF UACKENZIE SATO 6 ASSOCLArES, PC(M/S A))AND AN NOT TO fl- USED OR REPRO- 0 UCED IN ANY WNNFR EXCEPT WITH THE PRIOR WRITTEN PERMIS§ION OF M/SA SHU r A6 , 3 PERMIT NO. 991:66 OF 46 OF 137 JOEL NO. P 2 8 8 6 9 7 ..... Or-dE-°�111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 11111 t1 1111111 1111111 111111 1111111 illllll 111111) 1111111 1111111 1111111 HIIIIIH Illllrllllllll1111111 IIIIIIH'Ir1�iH, �I•�..,,.�_ _ - � - NOTE; IF THIS MICROFILMCO ( 2 3 4 - 5 6 7 B 110, —I I 12 ORAwING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL — DRAwING. OE 82 92 L7 9? St ►Z E2 2 IZ 02 61 91 LI 91 SI bl EI ZI II 01 6 • t 9 I5. b E c 101••'" M 1111!1111111111111111111lIIIIIIIHlHIIIIIIIf��1U1l1111111111111111111111pI1111f111111111llllllllllfll1l11111lIIIIIIIHlnnhNllnu1111�ImIIIUIIIudNillnnhulhulllul�nldrnllnl!IIIIrlllrlllllllru�u111nnlunhmllnlhmbwlfltl�tuluubullulll�lubndnu�lUlhn► .. -.. APRIL 1l 1991 1 1 .9 3 4 S -- --- _4-- —._-; -___ - - - ____ - _. - - --- - KEYNOTES „ -o 101-101, _,o _--- ' — �o'-o" zo o _ 20'--0" 1 i Uw I aac _ _ w -T- —T-- r -.— -r - _ J j� -- - ---- ` - - - - - - —-- --- — --.._.-_ z \ y �N o I I I W z N rn I .� of N U Q z Z 0 v►+�o W (/') M o i Q Jch N TI 1 1 1 I I ( I } Q = Q - —}- - m mod Q Q Q i w G _ - - - -� I- t - - _ - - - w w z A4 N o 1 L I wr I - ►�- E VE Q z 0- El!EV O I O U :► I C- _ 1cr, N b'-6 A. K a 1 I n 0 co I I _ I I 1 I I I I i0 I O OB Lu LL. _ LL W J i LL. ZW W J > cc w — J U I 20'-0" ,o _e, 1 2 ;3 4 5 6 7 8 9 <�10> .411EFF)YP,�iIA`:rS tr�1 PLAN LEVEL FOUR • ', '� ' �� REFLECTED CEILING LA _ DATE: DRAWN HY: KV8/CAW/STS CHECKED BY: JJW REVISIONS: 2. 08-14-89 NEW SHEET 3. 10-9-89 15j EI4 E ''4 E" C AIACKENZIE/SAITO &ASSOCtATES,P.C. 1989,ALL RIpNtS RESERVED THESE DRAMANOS ARE THE PROPERTY OF IIACKENZIE SAFTO&ASSOCIATES. PC (N S A))AND ARE NOTD BE USED OR REPRO- DUCEO IN ANY 1MNNE.R EXCEPT WITH THE PRIOR WRITTEN PFRUIS�ION OF M/SA SHFF( AG .4 OF JOH NO. PERMIT NO. S91766 P288697 47 OF 07 t I I ► , 1 I I 1 1 1 1 1 , I 1 I I (('; , ..,,,,'Ih. »,i;.i.l ',i.».... _..._...... _..__ -.,. ,..w-- -....--....F........-..<..- ..............__,... www• _...-» .._. w. . 12 � � �,� .• � • s e � e s io I, NOTE: IF THIS M ICROF I LME D DRAWING IS LESS CLE,,R THAN I THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL _ _ »— -----__.y.-- _--------- —_ � DRAWING, pE d2 R7.. 12 92 S`Z ft fZ 22 42 oz St 81 LI 91 SI bl BI 21 II of 9 9 1 9I S V �nILN{II INbNIII H111 H IIIUIIINIINNII1Nllttlhnt�ll{I�uuluu�ludun�un+II011III+ulllllulnlllllnhlUINNIINIIUN+1111hIIIh1111NI1�H1111,►IIIInh111hnIh111jI1111uilbul�nullU�{lulu+III{11+N11611111nd,ndul1f11B111uluuluulwllUllb1111ulIUwi1111 APRIL 11 1991 4 < 6 �b e 9 11 KEYNOTES 173'-4" 0 I , ,:, zo_-o'- -- - _ 20'-0" __— I 201-01,_ _ 20'-0" - _— 20'-Q" -- - i I Z 0 , I , U LLJ CL l � J C-) (n z { _ 1•- a , - 1 Lu LAJ I W Q Z (n M -- — - - N U a o Z 0 � J . 1 - - — _- --- - - - - - - - - - - ---- - ----.- --- - a w0 W (� Ip0Ln uLj - - - — - - - - - - - - - UNe Q ~ `� QI I I I I I I C of m G t000 Q o CL V I 1 cn I T-1 + - Z - r A!�. �r uj0 1 7/., I -� V) _4� XEV ` I - 1 1� q. - -- -T- -- - I Q W I Z (� Z I J I P T 1 I _ .. � .... v /EL�EV�' I _ I I--- uj E uu CL - - - 1 OD <0> ul I I I I I I I I UJ _j �_> IL U W p - - - - Z LJJ IT - __ W I -02 <>1 U 1�,FF Y P C '[S c - REFLECTED CEILING PLAN LEVEL FIVE EGON 4� S OF Glov_� DATE: DRAWN HV, KVB/CAW/STS CHECKED BY: JJW RFVASIONS: 2. 08-14-89 NEW SHEET 3 . 10-9-69 ,1 IUCXEN71E/SAITO h ASSOUATES,P.C. 1989. ALL RIGHTS RESERVFC THESE DRAWINGS ARF THE PROPERTY OF IIACNEN:IE/SAITO h ASSOCIATES,PC (M/S A' ANO ARE NOT TO BE USED OR REPRO- , EPPRO DUCED IN Ai TY ILWNER, EXCEPT WITH ME PRIOR WRITTEN PERMISSION OF M/SA HEFT A6 . 5 OF JOB NO. "I-:RM I T NO. 891266 -- P288697 ,18 OF 67 )IIIf► 1{111{1 I{1`11t 1{111{1 1{111!1 1{111{1 IIIII�IIII111�1 II11'�1IIII1111 II111Jill Jill If I11111111111fli II I1IIII1111111J1111111'1111111I1Ill II1Jill 1111 till 111111111111111111111111101 I' NOTE: IF THIS MICROFILMED ( 2 3 4 5 7 B 9 iQ DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO 4` THE QUALITY OF THE ORIGINAL — _— _ ----- - -- -- --- -- — —'-- # DRAW1]JG. 0E 6? 9Z LZ 82 SZ *2 EZ 7,Z It OZ 61 91 LI 91 SI b, EI ZI II Oi A • 1 9 5 U E 111111N1h1u{lnlhnlhHlhnlh1n11n1hu1hullnNhlnl1u1111Uh1utH1�111uu11ud1u1lllffl1111I111►11►IIh1,1h11i�tutlnllInn{tUlIn�11'1{Iinitnlltlllhtultllllunitlulnultttthfftlll�+►h11111t11�1n111N1ItNIhWut�IfllIfNIUNIII!!l�llUlulll!llflllf.�g11 •� , APRIL 1991 r'^T!, ^k .,wr*.�py7.. 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I orJE/EIJEEPor- a. _✓ EYP 1 - -��_X �GY'�iR M (FIELD � m K X,¢' DU TE©oR I p I 'SY�jTEM (FIE�C7 ` (1 GEr'IErJT E3v; I GOLolc1N Z "� 7 W/ ��o SN'r F N _ �✓E K. 1iOt lSEL-;RAPE c-->r- 'E 71C FEI,"T '-- - -- I Im All RIGHTS RESERVED G02 9 KIS MACMEN21EJ6AI70 1 A11<O(:IAtE11.EC _ -_ _�--._.__.--___`_>.-... --._-_— - - PPA N APf 1 W1110 P• IF O -._ --_ I(1 _ _ �. -- NA 5•E Nl E SAWS 6 ASS L AIESEPL M S _- m _ -- _ 1211 A,ANO ARE NOT pE USED ON REPRO d _ 1 -_I -_- -`--i II -- .r q' `O, 11 'U�, II-Q,I t II - / 'PRIOR N ANr ANNE SCE WIA •wF ,�(t 7 5 ACLEf J GOA OIC '� ) �F �k - z __- _ _-- d -_-_- ,�c / IIDIM. PL,A.N I D4Nt1 PRIOR WPIi•EN PFRMISSInN Of M SA cIE•�D 3 -�` ---- __.._.-.-- !` �' G -1r-E2 v'Loa.l DIM. PL,ar�l CIM. . �, �•A, 7j SHEET Gpl-O(Z FIEI_� CIJI G7R tiTO�JE ✓eMJECFL, I"TEGH, T 2�rJ SES- _ANT �O,G,GEfZ RUCGKER (:bD p f.l�riAR ED (FIELD ND E E�EF'MIT N(�. 8912h�, Gc��0i�1 '�l:•Is pCTp.11_ II 2�Aa2 F+bK �'SEAI._.P.N T � SE.A.LAN'T• h-�E.W A8. 2 c ��12 G7G bTor�E _14'gq — . r} fll" F'1 1 I ,a.T GoiZ.N�iZ PSR-�,DF C-O�UMN 2 DE-rAlt<-AT AR.�Ai�E Gc�t_IJI"11�, - 1 'S _ A� Fia►t~�E AfZG�.D� ©L.UMNI 14 IL f�� Gr?�UMN Gv�Nia_-- 15 DETAIL. �•T Gol_Ur'tNJ GortN�l�.. 1 D� I-- .- - - _ A8 _ A 8.2 �.� E� O'NE vZI AL I c�F _ ,-•--- E7NLr �Ev'EI_.. .2 LF�E.L. aNE �z -,U � ��,ANo 288687 1 TS -1" s W'I I Amt I•F PP4HI A P.P A71011 M ... .... -.. .. .. .. . . � . .'.FII"'... _+._.... .....�.._..:..._-....... ... ,-.._.._.....y„., u�F•.^.ti.....„.......- .._. . ....... ........-.. , _+ '�' 11111' I11111I 111{1111tlllllll111{111'1 II{111111{111111111111111111111111�1IIIIIIII�III{IIIIIIII�IT�IIIIIIIII I ILII I IIII IIIt�lllllll�lll{III��IIIIII�,111111IIII{III�IIIIII,I,IIIIt+lllll+t+�ll 1+111 • { 2 3 4 5 6 - 7 _� 9 10 R, NDTE: IF THIS MICROFILMED f AN THIDRAS IN IS LESS TICS, IT IS DUEAR TO T}IF QUALITY OF TIf ORIGINAI ---- -- DRAWING. _ - f1.AM OE 8z 9z Fz 9z 5z Uz Ez zz Iz 0z 61 131 LI 91 91 vi EI zl 11 bl d 9 t 19I s'.- �A I0 E z 1�1111nIInnlnHln+Ilunhn1lnulln11n1111III{IIIIInulNnhnitinllno�Elul►1►I{InllII11111U11I111iNt1ti+Illltllllii�lllllllll�tiil{Iltl�tltl{111►�111111111�111111111�111A]1111�I1f111IfII11111111f�IW111f11111IIIIII�IIn1111111111�1111U101111111111�1111�1!{11111111111111�11U11111 . _ APRIL11 1991 q, /L i,�471M � � I G's%fa-�z=1�'•' �✓>'GP-GfsyY(��"l /� • // p G'v^f, 0)ys^s;a DO V%I-- R� j �� L G bT . �"'_ � ,,,..r.l t71M8NaliolV t'�1 VI/►'bl1y1FU *, IRAN VIMT- -- _—� -'F �,' �• r �" o-. G.- IVY 076^` _.__1 "° v•o I o to•LAabb - - t y� _l_ j j - - �_._ 6 GJ /I', ID`B�IM ( j,R r —_ __ - r- - ,rJ _ -- - -�1 --�/j PNi{��✓'� !x - - - --- - —4 - --- - - - _. -� may, 6wf a H&fA TH,, - .� 1 l I - r �,1 , t i r f 1. a lrr PJM EA r N'Cs I �• J o --- --- 1 L itT U P4 Q ti� ,j, **TT Iu4.:� `� ., ----� ^T-r Iu4uL , 1 SrMLEPavNT r + - � �� I f�' ��ua �pu i�L -. ---i = I +.� 4,�+auNfr, � >✓s�.fE� �r - _ . 1 K;� of sl ,L ; r �p-e#L f'vn *r SYS Fi rr .9 i aiE� v QT 0 4sPs.OW I //�Jc 4SAI.A N'f - I -- �• 1 _ _..- . . 4#-jo bis ( .,, G 1, - j �- I rp*V/ °( r I - - 4 Gx'- t # 4 ew 1 PAC.0 of FIN. w Sfc�.IC vE1�EEI _ M b, ,. t- I � '.v i t t W LIL N CI � Q LL o K'` ^ ! biIM1 I•. �'�•'' ' �. _ �AdFi 4G - A I• TJ 'i t SYSTCM 2 to 141 Ft7 I q�rj r 1 v (F I�Li� LIF 1 UJ o[ 0 WN �� W.°LL /~',I.G.) ? 9' ( Gl OPcGFfMN o� , I J u, m LD In I � ✓' l ' •5Y4TLM - 1-- a p� top 4 I�( A MTL. 'C, lL1J t1Y1' A.�L b5l.o r✓ u 6 0 41 L L STLi4 MqX Z LIJ F4 ( GJ1QTAiNVVALL _ I- - - -I - -� 1 1 b$�Ow wlt�i'LllGf'Nla FY _ Q z ^cn Y n ¢' -.0, 'o rJU a LLza 1 p �•. G4 1.11 N1;D M I _ 1 G_K^A N W,o,,,L I I - - - - I 1 INSuI-Ar ant 'i`!'�T �\ I ` ��E or+ tom:u lh�+tsfl I ' _ Ii.aa1� o F F N 14 N&17 - f - � _ _�_- � � � �o 0 uvALL w I,G. I l—corm c1e� 1 �• - b M ET/'1�D IKIOIJ 4�LA1.A�4 T U U� a . `Y g N y. d4,• yo N.I.G,) I _ ) {- — ..,R >= N �I+,�v — �r� �lr �# �L �R l .I ,,i �• �.• j I - - - wALL (�.I.G.) A� 3 ✓V N1�0 N �} 1 r i p _ ' ► —�'` GD R N�A¢ GD N ''�- ✓" �` C �i0 lJ N�N 1✓„A �7 e 4-0 I.I.•I M N 4 � �'T/� i L � imp�. iJ -r G'4 `f' Go �I M1J rJ' b� I /°�1 L � ��i.l.'D N`P' GD�. U M� N y I /z - I'-o` e7 -a' W IN4WL.,A'iT`st7 �3j$ w ® !n b*AL.^N? I I W l - - - - 1 _ i % 1- - soT.0f;6FiLowr I IKJ4vULATep a O � / W I W7^11 djy1tTeM v l h le N Civ° V `' 1Q (.� F � a � ®` -, / �� W�I" IN/j11LI�/LaSeJ t1JLJT'I' CyLAZ1NG � ©w� II > (K e,0 d' - 0v.ALL ( N I G� WALL N•i•t.� )O I 1^J -- "� f'�IO� tbD ` I G I yz 9i 10 u e - - •c' 1 - - 4 Pn � / c7 �pj bY1° °�rf1r,ATH b m �► ,j h f I PiAli4�-Lf+• f1.017 --� _ � - f_I ii LL �,IA Liu T i i I (r l N E OF NOtZZ 1 >~v�•� er �� cn 4' i3t7 (NIG1 I rz ; rr � tmv evr t L-A$!7 - 17 r + \ l -J I .A� MULLION _ I i 'R Z �--- -- ' v 1 Z _ An N. .c ) �� F1 we PRoTEGT10N W -� J ' , ` r + 4' /^-, L 4r l0ti PIPE I N , S1'LI�*'L U • V.i, 1PaA?T 1NhUL � � � IY ' �BL.aw ��t- �-: j • r . - - j _ - - - I— — Pte• � 'FI N IGt•►1:17 Q 6�4TG/hALL—_1 _� I L �v !N I.c.j 4 1 WALE (N I.fi _ ' —Ia. � 1 II/ GUR?AIN WALL - D� G1`4 t N WALL ISP'Ar Ifj �iM I 4O';G. GO,. aYti T ts+•/E^ �P GU14TA I N W�+L I. - __ I I°L�Mi•1 DIM$IJ�yltu PLAN S91Mi`ilJ�jl I°'A N i raD �ioLLj /MN /�' !� lf.1f�L1 �� I �T VtP71GAL MULLION IO 17 ,f�' I. r» Nev 1e7>✓ Gdt2N�>¢ 4%12'7^ rj -5 �`y- .p 2-� I /�.`.1=0 �j Z✓V I; 1. �2 iia :I D' �A�b.�j ' Oj'I111 v r j + Nw�L�. + �GC- '� 2 CAB 1/2 It 111'x11,. I� /� S 1. 4 8 3 14 I " N1>J S RINK crl -LI , ,I�° � 1'O� � �� -- - 5;o�lE v=t,1EEa= c,.��1•E,I.f !oi•r� �c1J J (FI E L� GC:-M) J. I,d Aeh•4L- h ErW- CAP-7 y lr M-Wd - t P FLASHII, I I PELT ever. -e.Alti; GFC�'Ilti FllE `�EALAi.11AGKE1Zf1 m u LU T-rp. 1.17 ,�1rRG., T.Cc7�l�-G {_ 3/a G�IAI`1T-E1 T'!v 2171 N �i+1b,7j Bi5i01Ji; ` _ IRl�IJ > I� �� , ; Y 0 l .1 � ---_r�a✓I✓L tJF� ro!. ' �•� tK; PII.A. E� _ - - 2'2'',, 2''Z° CONCI PI E r 01 r� Sr:E DETAIL 1/Fs21?- G fol e ve+�e� -7 _I�lE. o�2LAir 3eYafJD ��,,�Tr 1cc t1 ; l3 \/pi �LLG', 1 I �XrER;C-RSL�f. c� LU I A�•. I � C�RA�, �"" 1 1 , I. 1 Tr... 1 `�" I rr vA�, y til E I!,••i � U . ARKIQI '-4 1 '✓TR�UeTuk! �-- ` ,SFr f:Y t^ R Vfs r`-ETAIL AT GA�.�rP'� C�lwl.i1 ! r I --�' 1 Miami ��. C7U � O,J cu 7 F f .. , L�, SGA 1C.: I.. ilk. , r�o-• G/ 'r1 GG:-,) 112°=1 U" �L�,? ___________ 5/411: , ,I t-1TRR-& FoLIsF� ?RIF' AT I C 1 0/tll. IEDu �' vE12'jIGALS / 10 Lila L!. PAQeL S'!�,;E` _:NECKED,•BY Go►.IG• FLcr�tz ' �. .._ CJ/p1I �"F yp .�J W G>LbAP� , I �•---<>TG:L �+1L� ��3><1�, x I'2u1 ;4t VISION`, Ai EACH VSK-1. LAR / 1. 07-10-89 41' 2. 08-14-89 3. 1-0-9-89 c 1/4 r- 44 ;c. �A. MTS. 4,T'�t f- i =r ' I � 1 MA"FNZIUSAITO\Al UXIATES PC IOM ALL gl6NfgpESE11VED �,ic.i,v�+• h'(RUG�LI Rt1 II •NESE NZjE SA0 APF 1.SO ATES Ptr v MA(ANO AE S14()T (ASSJSEU CI ft l(, SAI AN()APE M NN BE XCE CIA OW. ORIORPUMA TTF MANNED 0N0ft WITH INF a PglOq Wgrt TEN PEPM19910N OE M,3A -1 SHEET A8.3 PERMT-r NO. R91266 v�Neetc �L�rct� r 20 bk.LCONY E DC-�� D TAI L OF 131 x �,�* OF a7 .. . I �a'� 1!%2 11 1'O N JOB NO 28869? W11.I AMET TE PAINT A BIP 07100 fl ,, � -.__._. ♦•:•T+"•.!Ati+'PMl�wwo.rAOAwM� �fl •.. I • 1 - _ M-a.•w......,•_.....•,.rMsWn.•...ws_vr..._.r._•s.,.. .....4..•R ...v....._...w-.n............ ......... _.,..w..e..w. ,••.w......•,w.111M/Iwvwiw .,,-....-_.wr-un+_... ..Y.'H. .+,. -.. _ ..... 1. ....✓.. y _.. '�t ,• 111 71 1111111 1111111 111)111 11111,1 1111111 1111111 ,,sem- --- -. _ tv NOTE: I F TH 15 M ICRFIF 1 LMED ( `� 4 _ .._.__. 5 7 B 9 110 I I I --_� DRAWING IS LESS CLEAR THAN r THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. of 62 92 LZ 9z sz fz E2 22 iZ oZ 61 91 L1 91 sl 41 EI Z+1 II 01 -6 9 L 9 s b E 7 IN•"" ' , � ,nIIINtllutlunlnnlnu11n111n11►t►IIIINIUIIIIIIIIIWIutdnwlrmhu11un1uuIN1111t11�11111fNIIIN111f111nIII111t�111111111IIIt11it111U111irf11ru111urlutlllruiultJunlunllnllunb161I1t1(�UIrlNI11NNIN1�IIrnllluhmlNlDfliu�uubtu�llUli�ilultill�iWI11H • APRIL1991 - _ 1 Y H I r 6z)V E I - 7 --MTL iCooFll�Ir'I I -PgP•, l , i M-TL. FL-P.5HG1- So -- I � Lip O&�n!_ �i �ttWEE� I- - MCrel G CLU�IJic� ' 6 P•'f T !N U L, - I r l�_ -��__�_- J U I��"(� T l�I R f D I�,'�5 ��_ ._ M (L (t.oC F!t�l� / ROor!N C� r-� �T u1 J TL. ICOoFINca -- �_.� - - 14,C rJ $o0 A.NLrtLES �� - 1N/! N�INI! lh C..1� < L Q 4C;N F G LPtiN - TWEE!1 E /�K( JDIS1" �1 Pr 11 18 N 1 V4:5)WNSP0uT1'o v a ULH II t✓LL4G(L 6E LORI -T _ D E`�I C�N P S i(�, - __ ---- NDED GE It! B' � O I! ---� - Su�P>rN12ED - — p,aa► Cit '' z L Q �g� N P'Ef? lli, DE51C�N P51(a �EILIIJGI �r�1E 1 - - Q �¢ �- - =I.IhI'�1Jt7Eb C•EIU(�{ �Y� r �Oa � ��' '~ �•��" �' �c.; ��?'a: "' �� nETAI ,4 UJ G✓N T MT L -•-� - �� GAI' rl.ASti(v lass- 6 - RU�6ERr�A!Zn ICDU¢ MEMIZANE •'- ''• ' , 1 Z ROOF DRAIN -4 ; FLA��I�IN� % W W MTL.6Tu1p5 _ I r MT I f N�JL Go`�CI� W/ ALf tlT W LALL R,OF ¢ O'.J�RFt•OWEPPRRAINS P r i � 0 _ Q L/8 IIYP G'' 6 � j , : GAP F ASFI(� I I i � O T GURU RJ�OF O W DRAIN - I , / 8 EYP SHEATN ��,- Ix U rico' V. I W/6iTMPG ' i SToN� PANEL o • 5 811 GI'fP bD Cn �AI.LA .,�( � � I SLAM C ' a ttOUF MEh'1L�KANE -.• - , s us / 1 / � i IU-D O.G. L /J Ij) II ' / t VJ .. o �ALLAy-r a �,J� SEAL.AN1 I I ' VI I m / �N5-r Li V M LLJ a c! - Cr _� '� hEALAf•ir W a P.? WCaf�O BI,,OGKINU I - FLA55 WALL- -•-r ,�� - MEMbI�AtJE ��•t�SH tG� sYSTEM� ___ ___- -- -_.-mss > 5t✓At,Aµ t �_MEMGIZP�NE K00F 6YGT6i-/ -, •T,p,!GA!_ 57E741 g 1= I ;tTAI aa4 R&O INSULATION liess T`I'1/IGA.. C.I.Y�� ✓!<AI N 4�tfi ''•/E� F:.UN D i2Al►�I W - W Design No. P516 Unrestrained Assembly Rating-1 Hr O Unrestrained Beam Rating-1 Hr W 0 Y Use �R'1'(,IGAT to N 06 1 Metal Roof Deck Psneht•-No. 28 MSG min galy or painted steel Panels continuous over O two or more spans. End laps to occur over purlins with panels overlapped a min of 4 in. A line of sealant or tape sealant may be used at panel side and erd laps. See Metal Root Dock O A e-e, r-, �Psl / .� f� Panels(TJPV)category for names of manufacturers. 0 2. Panel Fasts ars---As specified in the respective Classified Roof Deck Construction Number for /� the Metal Rool Deck Panel. -- -- Z' 4 I ��7 t1/U 1 3. In*ulatlon --Any faced compressible plass fiber or mineral wool insulation bearing the UL -- R �,�� AIZP Ct ! 1 Classification Marking as to Surface Burning Cheractenstics. 4. Steel Roof Purline-C or Z. shaped, min No. 16 MSG pals steel• or open-web stool joists. Spaced mss 60 in.D.C. 5. Beam--Min 0.32 W/O. 6 Hanger Wire--No. 12 SWG or ttoevier pals steel wire,twist-tied to steel roof purlins or joists. t&), Q p� Hanger wire attachment spa-ed not over 48 In.U.C. along cold-roiled channel,ar,d located at A MEM DJ-1E f'�+I ends of the cold rolled channels at wells. rt'IChannel--Min ,� CA I }Jpi7. Cold n Rolled Chanel--Min No. 18 MSG poly or painted steel channels, 1-1/2 or 2 in. deep JJJ��•�� -tea( �/ - G�1 . _✓ �, /�C - FLAN G� �YS'��r1 with 9/16 in.flanges Spaced a max of 48 in.O.C. MEMC�ka1.lE 8. Furring Channc4-No. 25 MSG Baty steel, 2-5/8 in. wide, 7/0 In.deep. spaced 24 in. U.C. perpendicular to coldrolled channels; secured to each runner channel with double strand of No. t? Svvu yaly steel wire. J` y J 9. Wallboard, Gypsum'--Any 5/8 in. thick gypsum wallboard bearing the UL Classdication t % /t Ab' Marking as to Fire Resistance.Iwo layers of 5/8 in.thick by 4F In.wide sheets installed with `^- long dimension perpendicular to the furring channels.Innor layer attached to furring channels using1.1/4 in.Inn Type S bugle-head steel screws spaced 8 in.O.0 along butted and joints ` f B g P I � U1t1,1;U` . ' I and 12 in.O C.in the field of the board.Butted and joints to occur midway between continue y - _ I I EGHYW!GAL UNIT ous furring channels and to be backed by joint backer cnannel which extends 8 in. beyond ` - *.(V both ends of the and joint Butted end joints to be offset a min of 32 in in adjacent courses. Al Outer layer attached to the furring cliannols through inner loyet using 1.7/8 in. long Type S bugte•head sleet screw*spaced 8 in.O C.at butted joints and 12 in.D.C.in the field. Butted _ and joints to be centered over continuous furring channels and be offset a min of 8 in.from .-_ and joints of inner layer.Ballad side joints of outer lay*r to be offset s min of 18 in.from but- AT ll ted side joints of inner layer. See Wallboard,Gypsum ICKNX)category for names of manufacturers. 'Bearing the UL Classification Marking DRAWN By QTS T(-x 2� e c- --" y HE VISIONS • • 1. 07-10-89 �4 ,tR � � I2r' �� --- FLAsh IfJG G�'t IPr'�TI CELE �- o NO S CHANGE I /r"ooF MEP'16KP•NE 0 - 3. 10-9-89 -- - FII�ES"fONE• EPD.M. � . Ft1JE6Et?I�AKD HOOF — Sln�• �}LJi'l'ofzTs' M EMtS�r•N E t2oot✓ IN��ULATI�N —F�- 2,i ��" P�•,o 7�1 I ��`+� MACME NIIFJSAITO►AgapCIA1ES PC )L l I teas All RltlNt'S eE9ERVEp N1Gi API 5Q AtJS Pt, U9Ep OEI RFiN+C — "— 1 ' ''::r� 'P-1 �•aHNEP"'EV W11N h.E U w� n• ,�,u SSIpN OF SA R � dW -=---=�- - --� A8.4 i, it ob I -oir '1 ,rJ, T Tg F:F:P1] T PJ f l. ?9 J.::' ,e, 288697 J i 1B NO EE 7iS, r, well ,ftTE PAINT A 0 03708 a 54 OF R/ J �II�IIIIIlI1IflllllfIII111I'111I111Jill I111I111I111I1R1I1111t1ll,11)IIJ)l1111111�111I111I111R1IT, 1ItIlIi`I,11t��11I1j1It11Rt11It11Itltltltltlll(11R,11It11R11lJIIIIRI11IIlII11;I1111f11I;IfRt11 ,t� t NOTE: 1 F THIS M ICROF ILMEO I 2 `� 4 5 s 7 8 0 10 I I 12 DRAWIftG IS LESS CLEAR THAN Y TH I S NO IIS• I T I S DUE TO THF QUALITY OF TFF ORIGINAI DRAW ING, r OE 82 82 LZ 9,7 SZ IF EZ ZZ IZ OZ lSl BI LI 91 51 41 EI GI II 01 6 • L 9 15 _� 111 EI ,•. 2 - ,HIIIIIIIIIIIIIIIIl1111IUu11nlI1lNII111II111111i1IIp1IIIIlIIUI1011�1N111UIFlI1I1111IIIIlI1111II1�I1111II111I1111I111111111I1111IIIIlIIIIlI1111IIIlAIlt11I1111I1111IIIIlIII11I111lIIIIIIIIIIIIIIIIIIIIJIQIIIIp�111II111IIInI1111III11II111I11111119filUIII11�111U11llllIlI1111I1111111111I111! � " APRIL 11 1991 'T rV e 1 5;L E D } r - Gv�'� /r' u►� F LA Ifv K t�m v; Go 7 Gt/•,T .0 Ex" �P- oti - - -- _ Fzia+ �Y�7 I"Ir I A�� 3•. v ><Ap o y �+- �..-. � ' I�1 • f0°I ,4• f+,I�. �p/�6 - ' #. 4..MT i. 057 u 04 -- I jorr s1Nwt{'(p ry W�Ov►TT INbJI 4• r * W V1 __ _ OP OF 1`�APA�Fi q r►T A/iri r �7'T.G �I+T - �.rr too I1v W &,vv <jG•J1'�t:� NIKTN `12-1- T�F,AT8t7 -- AT IIJ,5JL a EXT; WALL y r NG OP !%ti^. j� ,ELS �� v�J5YoLir, N. - - , ams MEIn7�ar-►J�JLvd 1 _ - A T iN - _ - � _ i c,, +Ltirr t � ✓TRiN' 4' MTL DoT UDh , — �D 6r5R i 4rU1, �i�(tT tN,, - _ i I - �o T E,'�1, Iz•oC/f O�G� �4• ,oi R �*�.G� -x - iL V dj'rONFi �` I~fiNANI`1+F�h JEtvEEt; PLAS't�la- . aaolL � /'�EGHI.NI�LI. ` �r As-1 M /'�Cy Q ��TS~ENI C' %Q" - -- ` - ` �. 5/ G►y10 P�fl l!til`' N - {��GiE12 ecv GHANNE i- &f^rNUL-A f� �1ALl �u I.L. - - - -- { Gjr M AS P R:Q I I Z �T ULGo GE.t7 R5 cep ANT - -, I - I U - cOFF I'T X N� �E .ow 1 Of' •�T�I1 FX PA �1♦ U M T es T U1�j + R�AI.f-6f� ftOO -_ -- Lo a' ',�' of- PiAw-ra1z �I I � �o w� � Cv �G• & �c�:��T 'o' -- -- L o $ rlo ,�• - 1/tt12 °lam' 3� Q Q CI? 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( �ilaPl�E� t2GY�F• b'�! '/'F FIDE - NE U� G�IRI:TGiN Z fi T o TOP GN �aOLlp ATE t -�--- .NALl. FRAME PELUW �f b Er"LA N T TUr OF TKEA ED LY, PI.ANT'EX F5ELOW 10 4: ALUM K!<515TlVC uah . I'A I A ON C5191-1p loll= I — �..— —.._.— 11 � � w 4 Co a h, IL.L• tsil.'L.U'N , _ �,�, � _ t•� 1 �eaME. I �E OF GUkTAINJ o G, atr� orJ - i l- �jt'01�Ef1�or,iT II _-hOLIp PIKE 7.O � - Q H Te I- (- 12 h I S 1 c m ' E TIV� f ��, '� N w rvo•w T W /,7: 71 pe--Lt BN, ___. LA---JPF4)K7 ��TLE= q' Q W I/ ` 6jluLlG G�AZt -- _L4 GP.G ti"I�JGT, - -- �` G7UIZAL. ♦�_ Neel- r�Mt LINt O� V— IN<.>JL �L^21NG � o '.1'�JG`J�E o>,., ONE -:. �' --��• tBAG K 1%� 1` � a 4jR►,A�PNt (-rrr•� ea�aNT 1> e Tfr> + + � Y 9 --+ 1�NCLrc P..A�•TER GN 5b „ aE�.�+ U - GTYIP PbG 'N 20 GTA• METAL 1 J JUI�T� 24" O. . ' � ,N ,,, I uduL. � I ALUM, G..G�.�IEG G/ERE, tiOLID � G•71�uGT - �_ rl H Gt/A2 /►ci '°IRC- fZL°�I��TIVC !•►QGIG! I i n W a �LALANT I -- �G TEMI? !�A� L I'E OF Go;, - ! I wMeAK Mrs7A6 GLop jj" 0 7 FLAT Pa,AG*- - -- N T•g, f'�r�?� � �o�-E��,�- I 'l TYpIG,4�. 1 E�TI�J�.� Cr��V� �XTi✓�IdK GANO�'Y t�e�� r� G�InE LI�� '60�TI �ULt ti�AP S ri�5I, IT ' U'Doj w p•x'T IivA I,I f 1 ,' � ► i I ISI h�'g-ern ,r - VE�'•/1-I RFU LE - C N riY 000� pOG►� hY��TCM - j - G�a.T Ar N�l aLi, oi`(2'f BM� 1 i 1 I (- LINS DP co GAP I 1°L�*NT - - i hyo7TG/1^ A�t5541E,8 „ WALL ;!2 - s>LuM ^not,r• �\ �- tap�rtr i2 � ; /4 JNVErT ,/A_� pot i (iX�a 7 L � � .A .els T ., 4 I't fi''`'r H"G J' i vI o WT v5Als K•�� 'Pr! -- -1 � ;� ' ,�, • � �\ _ __ ___ � GON G• ��vR. ;„Ar� W T E3A ---- - /Ips F-,Pg L7EFL&C,Tlpt►I I W DOW elyror T U^ J W� I" 1+�5u1 -- -- r - — 4 ` I, uw GP 93LL hELow 5EALA4T 5T1-UGrTUfRAI, '�bid O}�-! NTE}'- o'R- 1 I L I G a ti • I ! I GU1`zif�� NW�I,L V FG�'T i �UL, r- ; el J #z'1A1r.1 �1�1,�. ,.� �j IS �HA�'►" V�IALL. 05FiI ll., AP�,S '� " "o+ A8.5 3°° I'-o' q� �T'E��I� ��ILL, SIM, .'= I -o" 1 �•;��-_ _ � �1 r_ r ) CXT L 1101°' I - �lr ' Iu.tl Hi UTI 3,�I� �, W l0- �- 32 � I I I PoiAPER2 VR -Iv'EN FASTtNF-f;� i l U�TA►I N W AL i -- - G U}It 1 A I IJ W A,LL - I ` oiQ ApPcC� Is+'UAL � +ro'' OG, ' -- L=u'r W� &L.,AZ NG �_ I� nol•J G(�T WlNvew e7-(o G+ - -- �VL`9T I!/ULis — -- �� %Id3 S. h VCNEEI2 FL.A�TEK -- I DPAMIUi INesiUI, Wr' t" INgUI- G .AZ b �-, J NAT�L (J 1��IOfi I GSL I NG � G'..E,Li1� �EAL.ANT-� i t ?JAG F R Ro D CHECKED BY ep w ID - 0{ •bq . R �,vv ' / �� ALT � a.�l�r � � ` 'I �,cNc,. SI�.� -- ejrF^W^NT I - ,� Giro �6 �ENFE1<- i A^ 1. 07-10-89 1- -_ - a*It TbloN - •�\,� I ` T H I ►uri FT I n e'i 4 2. OS-14-89 PL�.T y��SHE� -- I II hDa�A NT -� �2 EMP, GI.Ax - g��L A N 1 - - �iAli�R aoD ___�_ 3�1(o Y 2" x 2" I - - _ o,P,ALA,N T � - - T N✓r NEl:►2 10 9 $9 % L Ng o� I iZA7 '' 4" w I� GA Gr ( HJT c1,- NGS {►'JENt7 '� •� ;-- Zv l LT f;P� Gi D VE _ _ NE •1T0 N ri 7(O L► E ICo O.G• I USE W_ WA��HEh• 514" VENF.Ctri ;Ci-a$+2 I l GLNG WALL I � --hH)/n BILL- -•1'e -,4" xiCervA gTLI��= /�." FU1vfL W&V - / e ICD 0,G. GNQN111 LS -- �� _ a� AL I!i►N i 'rho CCi 45 --J_..___— Y ;u MACM.ENIIEmmin•kismATEA PC. OG 1<N'f 1~'I' (2) I o ( + 4 tM.All 111EINTS AESERvED fNf SE(iHAWIN(iS•pF 'HE PA()Vf Ri. i- - GING s`,NON A4,MSA,fi ipAe usio o�niPdu T4p -- I& GA 12UN1 1160-(T`(1?) Q CII EU,NAN.MA AExCE►t 8A THE I r� {` o1NoA yypltlEN•E M,S$ION ofM SA It i A8.5 �, l e j f2-I^i N Imo^i.I, G�I L 1. w � 1,.�N T 5- f- � i U 1`z I A i N I.�I RLL �� , L- 1. -1� � �'F !CAL L A G�HG r?E A � -- � � � -a• -- 3 _ 1% f�I2- T I Iq u�G✓� I� l.l L �`' ' P �T�!�� wAL,, L. 4111.E o r- Y ,:, � �I -�-- 41\4 r _.�, OF 8,5 PERM➢T NO. X191:6'� •�a 5 -a' �Al� 5/ `� - — _ �N E; �' J � !=� � - / /4S,Cj I "�� A�5 �� BULL cxs*LE 8 1.� fit- " JOB N r 288897 .;_ ...�x:'Ni'rlsd}?�klll ,. . . .,. .,,. - w,ii+MErTE•aNT aero•»o• n _ ., <`•+' - _ A• I I ► 1 1 1 1 11 ► 1 I ► 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .,•..-....._.,...-._._....._.— _......,.,__..._ y,+w _ Yf� I ) 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 I l t l l l l l l l l l l i l l l t l t 1 1 1 I I I IIS 1 1 1 1 1 1 1 1 1 I I I 1 1 1'1 1 1 Irl ~ � I I I I I IIIIIIII'IIRI IIIIIIII�IRIIIIII ' RIIIRIII1ItI111I11 I1111IRIII111I111111 �E,�.,-.- � NOTE: I F TN I5 M ICROF I LMED ' 'Z •` 4 _�J `13 7 8 9 1 1 �_�= DRAWING IS LESS CLEAR THAN THIS NOTICE, It IS DUE TO + tFF QUALITY OF TIF ORIGINAL DRAWING. - --- OE 62 82 [2 92 92 b2 E2 22 12 b? RI R' t1' 91 51 bI EI ?I II 01 6 9 t 9 9 b E 2 1"•+ �r�, '- /1111NIlun�l►nl►N►InI►I:n►In►►h►NIIfIfI11HIN111fufl►talar►Itntl,n►InNINNI1Nf�I111I11(tI!►ItIN1rIN+rINtII11NI1N1IiItII1111�Ii11I11t�11111t111I1111INIlI11UItIIIItIfIIIIIIIflIIIllfllliill111lIUIIINNhn1I1111ht1ilNnllilllNtl�NIlI1111I11H111ttItNII1111INilIlUiI11N APRIL 1 1991 "`�• Ti. u�r"?7 �., e:,. r ,. m—r+ 1s....,n 7!I 1rtu r tw".tit ,x a`rr,i•,r M t >.v., .. ._. _ r'd n` y t f R:. f it 060F 67 rt AFT ! 1 fi L tiER +� I' ti Gnf,u N>r� - IV ` arl.At Nt� - �'J T,.0,y f 1'aIt.IT ----_-_ _ .•• •� �t �M�N� J? �,��I r> - _-, -! •J I DI W 0%T>M o �,a•jv� e- -A IJIt� - - « , , G r�rN Ne-� — W,/ 1,/.T.INQP I �i+►"d>� G !Pf+.N$r - � I t•,.,fE-� 1RAIf h�>`� M• �NN>gL / T _ ti is R u tt'eAAW N 9 L ' �a.L O W N`E TA,L �. 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LEVEL 1-5 1Q I Gn i. °?-OD/►� 'VLA� I� �if'�D �.- �� ?� I G�� 1�D/� DlJD1� c �,Al/� ✓ / cO '��¢' I �D i� GD ✓ ! �i ri�T N Cn • ~4 cj�� C> /�1¢ I n ` ^�" =� � n � i;..Al?� N 1 1 L.AYI:I� /8 G�N� C 2 Ln.�S G 2 N� wA�.�.-s� _ � b � � O � - ' 10•°1 �°I J SAFIC(I N!CA I'p>~n - [_,A'I pANCL°� -- O EYP E` _E� UN 2 Cr•V� MVP KAILIQG� /VALE - ��> DRAW+J BY t j NJ '� 'N �`J� - - •- I I - -- u) b3 APA T G M'►'RGX. 5 6� O,C I y r'CKEDBv LN -_ - W� I �/oy• �Jjt ar-TIGAL FZOD �+FVIsIUrvs r,A''E , N 'tV 1 , 0 nl (MC 4'0'0,C, W/to GAS 9) -.-, NEW SHEET r ' ��' r °fI - 111411 4 0. 10--9-89 1 / '+ II + _ : _ r-\ ✓ `� ,-- -'NCVP CAP TO MATGI.1 G>7t2 tiE PAINT FLAP - -'' - ---- --- - K I_ ��I��A L. I n Nd jGN WALL C.+tANNEI; <` J7120FIirGar I�FILE OP ��l /� ��YW rr�°C� @ PIr•e ��EV is � t�01-FAIT AI'Y�V� �J ---- = 1 11� FIT A04P I - -) ` I r URRW6 -Ze I I 2 / t --- -- KI(,MC PANEi. ICA LI IEM.ALL RIGHTS AEsEAVED r Il _� �_.. _-�C I �, _ _`\_ I N� V��IGAL 1^114 -J ST \` NACMEN21f.MAl70 i A6EAGIATES Pf tl hC� 5 A �j ,// �J 'V\�V N I� `YP�F•L.r' 4./ O� 7 d _ MACME Nl E SA60 6pA550Gi YES Mt M - dill CT' ON �$° °;'. 4��1 2�2 /r-J I G.EATh / I•t¢jM�t W/ EA<�,p 2f2 li'UD 2 A on yI, •,•,PE AMISSION Cw M SA E C - R &A ANTI AN'MANNER401 70 S ERCE W WITH THt 1� I� G�MttJ't't©LIQ I�A[.K� � .__ __--_ P�C�1�� - I I b Ia •b� stlElr /QI 4'I T13/81 pF.pm 11' NO. 891266 1 A8.6 I S6 nF r-� -�� 61 11• rot?N� Or- -rvl:.�T .r,G OP r21.�•r Ig �'A�l� L IL Jot�l� ^'vr, � �,� STA i2 fel �►N�- 2D aTa,ll� i2Ai �,�?�.�C - a l �r io' �.G� I _ p�TAIL. ��M - L.EVBL I 2 1� �I LAS I �� STA, �✓�.. I I — _,(_ --L--- SII— A o s M G�Nt71TidN ,� C�-�.��rzat2c�,! q s.6 JOB�Io __— — 12u , I –T_. A� 6 �I z' E. I .a" X16 288697 I �y'Ib� - t POP' low"* 4000 • WILLAMETTE PAIN,A!/P/]Jos A ,�+:: �.••...••�••-• EII/EI�MEa :�.1A•a�... ....:w..ww,....:_rw.+•.,«ww+rerwwarrw'wv. :..elw+nw.vwvwauwwrw+Irtrr*n,.. •n .T t I ._ �,.n+-:,.+ _ �1 11) 1�1 (�) 111 111 •Ilt 111 IJI iii 111 111 1�) i� 1�) {�1 trl tlllffl t111f11 Illltli IIIIttI Iflt!}1 IIIIIIIIIIIt111 Illlltl +111111 IIII,IIIl11I111 t1111fIIIIIII,I'Illltltllltltll -... ,{ • 2 3 4 5 6 7 8 9 l0 II 12 • NOTE: If 1H IS M 1CROf I I.MEO --a' '- ' . --✓—_-'~-_' � . A DRAWING IS LESS CLEAR THAN THIS NOTICE. 17 IS DUE TO 4 TNF QUALITY Of THE ORIGINAL --- -.---..---- -.__. __- ---___—..___..r—---- luf DRAWING, of 6? 92 LZ 9? v b2 Ez .iZ 12 oZ 61 91 L1 91 %1 Irl EI 21 it 01 a O c 9 S 1r E Z I'""" IINIIINIHNIUItINNIlilthNtluNIt1NI1N111t11ItINllllllnldlHlllulluullull111111111I111111111111111111111t+IIIIIIIIIIIIIIIIIII,IIIIIIIIIIIfII111IN111HI1Ii11111111III11I111Lf111iIII11IIIIIlU1111U1I11I1�1111111111111111111IIIIIIIIIIIIWIllaii111I pllliili1U11IU111)1111111111WIIIl1 A . _. APRIL 11 1991 [_ I GEN • ERAL DOTES. GENERAL NOTES: ' 1• The Contractor shall verify and confirm all dimensions. Notify the C. Concrete Strengths: 14af - UJ1 Engineer of an discrepancies W y p- prior to start of work, Footings, slab on grade, grade beams, and r�iA', f'c = ii 2. Contractor shall provide adequate shoring and bracing of all structural 3000 psi at 28 days with 3" slump. Slump tolerance plus 1" minus 1". Z m members during construction. Columns: f'c = 5000 psi at 28 days, 3" slump. Slump tolerance (D o °DI CODE: plus 1 minus 1 . Z `W w N ! -_ W I�'•— N M Slabs: f'c = 4000 psi at 28 days with 3" Slump ump tolerance Q LL i ` 1, All work shall be in conformance with the requirements of the Uniform plus 1" minus 1", o Building Code, 1985 edition, d, Cement: Standard brand of Portland Cement in accordance with ASTM 2, Design Loads: C-150, Types I or II at contractor's option. Use only one N 0 ¢n LL o W manufacturer's standard brand, type and grind throughout all work � Z¢� I� Roof 25 psf snow + drift of a particular type, o W � Office ' _ -----�psf---T`roeToad + 20 psf partition 351 Exit, Core Area & Lob-6y-- - 100 psf liveload e. Water: Clean, potable, fresh, and free from injurious amounts of ~r, Mechanical Floor 00 pof�or weight of equipment oils, acids, alkalis, organic materials or other harmful Q Seismic zone 2 substances. Wind - -- mph exposure B — f. Admixtures: (agents shall both be from the same manufacturer). Air entraining agent: In accordance with ASTM C-260, Water- I_NSPECTIONS: reducing agent: In accordance with ASTM C-494, Type A, containing 1 'All inspections shall be y an approved testing lab for no calcium chloride or other accelerating or retarding agents. p performed b pp 9 Fly ash prohibited. W reinforcement placement, con rete placement, subsurface soil preparation, steel bolting, welding, and pile driving, g, Aggregate: Comply with ASTM C-33. h. Floor Slab Hardener/Dustproofer: At contractor's option. Ensure i U FOUNDATION: compatibility with final finishes. Z Z Z I. All foundation work shall comply with the recommendation and METALS ' 1 ' specification of the project report, entitled "Geotechnical Study W Q W V � Nesbitt Office Building Progress, Oregon," for Patrick Nesbitt 1, All metal decking in accordance with pertinent sections of "Steel Deck Associates, by Fujitani , Hilts & Associates, dated February 6, 1989. Institute Design Manual for Floor Decks and Roof Decks" by the Steel Deck Institute (SDI), latest edition. Provide deck configurations W 4 2. Timber Piling: All piling shall be West Coast Region Douglas Fir complying with SDI "Basic Design Specification" of the gauge, depth timber piling, complying with ASTM Standard 025-73. and width shown on the Structural Drawings. Steel for galvanized metal 0 0 (0deck units: Comply with ASTM A-446, Grade A. Miscellaneous steel 3. Piling scall be supplied in sufficient length below cut-off elevation, shapes: Comply with ASTM A-36. Sheet metal ,iccessories: Comply with Q as shown on the project drawings. This length shall include the ASTM A-526, commercial quality, galvanized. Galvanizing: Comply with 0 necessary amnunt to provide for fresh heading and handling required ASTM A-525, G-90. o ~ by drivirg equipment, 6 y 2. Structural Steel : m 4. Piles: a. All structural steel shall be detailed, fabricated and erected in � � W accordance with AISC manual , eighth edition. ( !� b. All steel plates, flat bars, and structural sections shall be ASTM ~ A-36 unless noted, ( ( ' U c. All pipe columns ASTM A-53, Type E, Grade B. W d. Tube sections ASTM A-500, 46 ksi. W F— 4 e. All steel to have one shop coat or to be galvanized if noted. Z 4. f. All welds with E70XX electrodes in accordance with AWS Standards O ay certified welders. 1/4" fillet welds unless noted otherwise. g. All bolts shall be 3/4" diameter A32.5N, unless noted otherwise. Install high strength threaded fasteners in accordance with AISC "specifications f':ir structural joints." h. A/E to receive shop drawings for review a minimum of one week prior to fabrication. 5. Foundation design is based upon pile capacity of $0 tons. CONCRETE: < I .I 1. All concrete work shall comply with the requirements of ACI 301 bcl specification for stru' al concrete for buildings, 2. Reinforcing Bars: a. All steel reinforcing to be ASTM A-615 Grade 60, unless otherwise noted, 'A b. Steel Wire: Comply with ASTM A-82. v W , c. Chairs: Al) chairs and bolsters to be plastic or plastic tipped. 't TM d. Welded Wire Fibric: Comply with AS A-185 O e. Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances complying with CRSI Manual . In case of fabricating errors, do not rebend or straighten reinforcement in a manner that will damage or weaken the material . f. A/E to receive shop drawings a minimum of one week prior to W Z fabrication for review. W l ll be detailed in accordance with the A.C.I.9 Reinforcing steel shall w Manual of Standard Practice for Detailing Reinforced Concrete Structures, latest edition. Detail drawings shall be prepared and submitted for approval prior to fabrication. Lap all reinforcing bars at splicesas noted on drawings or use table below where not noted. Use 1.4 x values below for top bars. (Top bars are horizontal reinforcement so placed that more than 12" of fresh concrete is cast in the member below the reinforcement,) #3 1'-3" #4 #5 2'-2" #6 2'-9" #7 3'-9" #8 4'-11" � � 11/6 #9 6'-2" #10 7'-11" #11 9'-8" Development lengths of reinforcing bars to be in accordance with 1985 Uniform Building Code. nn1 t • 5- 15-89 Reinforcing Steel Protection Plarement Minimum Cover DRAWN,i Beam and column bars 1-1/2" Slab bars 3/4" (,HECK C'Ht TMR Wall bars: interior faces 3/4„ exposed to weather 1-1/2" (#5 or smaller) 2" (#6 or larger) rSITE SFOUNDATION PERMIT 5 15-•89 Bars in members cast against earth 3" At all wall openings, provide a minimum of two bars above, below NO CHANGES and at sides. Use the same size as the principal wall reinforcing. Extend these bars a lap distance or a minimum of 2'-0" beyond the opening. Use (2) #5 bars around all slab openings and extend 2'- 2. 08-14-89 1 3. 10-9-89 0" beyond opening, 3. Cast-in-Place Concrete: r•�e .ria ��, a. Codes and Standards: ACI 301 "Specifications for Structural Concrete for Buildings" ACI 305 "Recommended Practit-e for Hot Weather Concreting" ACI 306 "Recommended Practice for Cold Weather Concreting" MAC KFN 7IC ENGINEE 1N`=., IlI ASTM C94 "Standard Specification for Ready Mixed Concrete" '"F SF mag All pRAW,N6SAAKE RESERVED PF ' MACK[Nl,E SAO()6 Ai1- ..At ANO ARE NOt ,O Rf '.,CI h, Mix Design: Prepare design mixes for each type of concrete. Proportion mixes by either laboratory trial batch or field ucF( •N AN.MANNER L.Cru - experience methods, using materials to be employed on the work for each class of concrete required. Furnish certified reports of NEti each proposed mix for each type of the work of this Section. All concrete to be a Grade A fire resistive, in accordance with Chapter 43 of the 1985 Uniform Building Code. 1 . � OF T� Tc r�EF�r�r-r rata„ 99).266w LJOB0 288597 hill 11101011 111100 .. WILIANl T1E PRINT I NIP.]JOR R ..:,.,. -:'.�"„A7f�F� . __ ,wwl.all.F'w.q....�,.o•_...,.....ww.,....-n...r.....r... ..:..,,-:�,._.I I I 1 ( i ( it I _ I `.` ` �t{I ►lr rlI rIr rIE ell a�l 11, i � Ifl I 1 III 1{1 III 1�T i�r Ile II III If1 III Ii111 I I1 ► Ili III III I I I I ► I I I I I I rlr r I r r r r r , I s i r Ile E r t1r rlr rlr r r rlI ........t _ �, 7 8 9 10 __ 1 t 12 Nn1E IF Tn IS MICROFILMED �!—� h ORAVJI% IS LESS CLEAR THAN t THIS NOTICE, 11 IS DUE TO THE QUALITY OF irE ORIGINAL URAMiNG. ot: 6Z ez Lz 9? sz V? Ez zz Iz oz 6I y Al LI 91 SI tI.._-e1 '71 II al s o j s s t► e3OY4 z ,„••� Fllluulnnluulunlunluuhu►Inu�unbntlltathn16nr1uFEltuduFrlanlnulull{aulnpbnlltl+Ihminllhlnluullilllnnl►mlul►fart+hullul111ulblulludlulillulltululdlulhtuluul nllun uuluullndaulu�inuluutuulwtltlubwllull�wlnn APRIL 1. 1 1. 991 I 5 6 7 <IB> < { 73• 4• 201 } _ 101-101, _ jI too © (J GB-C Gd-C ---- - _ (� 1 — _ —_--_— I----_ ------ — ------ -- - - -.- .T' GB_c -.GB-C K --VB ----_ __. i-- --- - - _-- B e - _- - - - - - - - _ - -- - T OGB-7B- I 1 j I U ` r I ` i ' ~ i I i TPC• ! TIR - 1. ' TpC-261 S'- t TPC-2s1.0' 1! 1 IPC-261.5' I I IpC-28I.�' i I I �-261,5 ' I IIPsr��1 '- m of rn Im ml ( ml I II II ml I ml I �I I 1 _ In y ' °� O S I I 1 I I ml I II I i ml 1 ml Gs^g— 1Im � I I I I 11 Qom 1 �Al II II � ' C. 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I I II ISI I , I I{I II I I I li it II Ii II 41 •- I I 1I II i t 1`I I I I I GB-B m 1 ' I I Ia 1{I I:i 1 1 III I I I I -- e�--- _ 8. I,I I,I I9 I 253,3 °°j'j ml'I 1 I' , °1 I I ml I mi 11 mI I I i I I Q I � ml I 1 II Ii I I II 11 III II GB_D�- ce-�,-------_J 1 -- �----------- _.! I I 1 I11 III Irl , I L J II „ III III 1{I ,I1 II -- �� i l Is I I I I I , I I I III A Q. -251.5' - II e� m I I ITP .� - - III I I I b GB--B A A t--- ------- ------- -------- ____-- _-__---- - -- - --- - — - - W ------- --------- GB-C GB-C GB-C _ GB-C GB-C /'D� O a. f i Is 20,-0.. --- 20'-0" - - — -- _ ---------- -_-... i 1 2 3 4 S 6 7 8 9 10 11 60 PRGF PILE CAP PLAN 2 E , I I I l.L ( I DATE: i I �� I I U. 1 1. 1 41 DRAWN BY: L I KVB/CAW/STS Af• -b CHECKED BY: PILE CAP TABLE ___ - - -- LONGITUDINAL. TRANSVERSE "'XV~ _ • + JJW MARK PILE LENGTH WIDTH DEPTH REINFORCING REINFORCING REMARKS cq �'-"" �1 (�� -` 11 1 REVISIONS: A 3 W-611 6'-2" 31" (6)#W"O.C. 3 WAYS SEE 1/S8.1 1. REVISIONS PER PILE Q 4 gl_gl1 61-611 3311 (8) #9 (g) 09 SEE 2/S8.1 SYSTEM CHANGE 5 7'-9" 7'-9" 36" (10) #9 (10) #9 SEE 3/S8.1 �( - 7-06-1 Q 1 11 I 11 11 -,' � Z• Qi� 14 �� 0D 3 8-8 6 -2 33 (4) #9 3 WAYS SEE 1/S8.1 _ T I , " 3. 10-9-89 11 ( 11 11 1 11 t I `v l O 1 2'-8 2-6 30 (5)#5x2-0 (5)#5x2'-0" SEE 4/58.1 �: NOTES: 1. ALL BARS TO HAVE 180 STD. HOOK EACH ENO. -- __- ,r I +- I 10 �. IM A►,c TN[nR,i,,Tv of I ACID Nim m 9r'�uscntEoi,rc C�M ANY MANNETI SXc£f'f WI,N THE pfl"wRff%N Moms"OF M79A SHEET ��4 tl•4" 31-5W� r II '11�4 •- - q' ¢� i �al,i2 OF i "` . ' ,�-o ti�1'��' �ara�� 1� ► n>�t�Y �T� t'1atit��- L 8g1�bb f �. � � ._.._...___.__.._... _._ 141 � I1^G. ,LOB NO. rERMYT rr3 ..._ t � --_- - P 2 8 8 6 9 7 .... .,<w r .;":.'",3'fC%41�,!"4!A"�'A'4''`iYi1''!?ieenp ,r wc..r.::,:w:�•Q'wt"..k,!wA'�,°. _ ... - .. _._-.,..... � r I � t!Itfll(1111111111111111f,tIlI11111�1,111 1111111111i11lllillli>)I�I�I�Ifi�lltltll�►11111t1t111t) 'iltltl'I'1'111'I1I1{'l'I'1'Illl�'Ill'1'I'l'1'1'I'I'I'''I'I'I'IIIIp I'1'III'!'1'Illl'Illl!'Illlli2 1 I 8 7 8 9 1NOTE: IT THIS MICROV1LMED — — DRAWING 15 LESS CLEAR THAN THIS NOTICE, IT IS M To THF QUALITY Of THE ORIGINAL DRAWING, OE 62 92 LZ 9Z SZ ►T. E7 ZZ 12 OZ 61 91 LI 91 S1 b, EI ZI If 01 6 a L 9 S b E Z l"r`"• 1.11hn,hu,h,ul„„hmI„„bn,h,,,lunln111u,+Inuhudu„h,,,11,,,1anl11nluulun111u111111u1tI111liuunu11u111111�Imtltntima�n,Inniuuhulhlulln�u111un1unluultw�1t111lullnulnnhgtlllltll111IIW�lld�111�1U1I11111u11II111IN11Ig1{IItllINN � ' - „ APRIL 11 1991 F - l > KEYNOTES I '-0' - 11'-0" �__--- --- / _ - - li 20 � 0' #.__ _ G....A�, (� c a- E 2 �= �-b 3 % - W T---- Lu +v .-__ __- z► L _ I I K zLL LLI x I Cl T�t' , .I II�' � 7. (�-�i� 9x - .J �U G6ti�C'L 0•� rA� �f l �i��r1 � �!J -�. _� I �G I _.f I � i � t►/ I �� (;�/ ( t OI �0.��.77�.�'V �1J �. 1YE�" ��' `:�rA� �irarr y.•.. + � �Z { - I tj r 0, CC �11�� _ l I � _ -_ __ —____ ,_ _ ...-- --- --- _ -_ _ -- - - - --_ . � •� O AC:A., tib" G .r,. �..r� - L _ U �a N 1 30 1% � s 4 - Lai - _._. _ I C.� O d^ I! 1 ^ — Q •t ®I T y P i N -- -- • S M,N ,��, E ;2 W O 1 I U) O z I - t $A-10.0 G T to 2 � 1.2 _ 0 ___ — __—_.._ __._ --- --- ___—_-_____ _—__- --- �,+Q•••vB� Imo• � w I M z O I I �J, n . W -4 loop C)y -.� n , c /\ C5 "up yq y'-�tl, • %2 .4 IId 1�' IIIr31' zj.o I1 . i41-:II ,,/ a -#— -#t _._.__......____._.__-. .___. 1 a- � � c, E W - �0 t _ _ Z - _ o b2 2 T/FIN. FLR.= 263.0' l T/SLAB - 263.0' 4 C 1 I i ' O � I I I Iv p ._ V s� cQuCRI:Te SLt- b � , y I 3 qr i17 OB UID'` 7 Z (o lv (o c+ a r I to � ca -oil I N 4 / , Gr I I Pj ��Cca., x�•,d" N � I Q �g l I 2.0 - H -O ?.,' TIG-- .. J --fi- cn �" �Fzu-III ;� 20'-0---- --- 20'-0 ..___._ 20'0; ta!?ADE 6a,4M ---- ��c►R.\\ �AE 1 2 3 <4> S off. w l�•F, �• �o-+ �, ;-,r: O 6 7 g 9 10 28 CONSTRUCTION JOINT 2.2 ,•- ,'-0' �- r� SLA 6 PLAN 1/8 - 1 -0 DATE: 5- 15-89 )RAWN BY: CHECKED BY: TMR r,+` c otJcR ETE GJL� \Vwm. !+M c cwc E T 6 5L A 1✓' �q R VISIpNS: w/ � 7` — wl. q ,. vvl,q w/ � b— wt. q wlq W,W NI, a( G EhtTPR OF G✓1.4 i� -- - �T06L£D EDGE W,W,N. KT G ei, TE-9- of `>LA F'� SITE FOUNDATION NEW CONCRETE SLAB ` I,1gl' (�•AUIV� NIX' PERMIT ti 15-t39 'ZIP STRIP' OR SAW CUT 1• 07-10-89 CONTROL JOINT ON GRADE SES 17ET�Il, 2. 08-14-89 ��r �2 '2 1� 1$ 3. 10-9-89 h ,+.. X ..m .� 0.000 n ► o • V T N — ---.._ _ •__ QQ LSTOP REINFORCING BARS OR I j' � X 31-0' C- L'a°oL t W.W.F. 2" EACH SIDE_ OF �12ppE bEaM —__-' #. Lt+ T''A5E (aRAt�6" ��AI�1 -� ��tLR. f-117 4j; SAW CUT ------- -: ^ T}IESE DRAWUIOS ARE THE PROPERTY OF rel-to -1._6 MACiEH71F/SMTO A A5SOCLATES,PC(11/S A))AND ARE NOT TO ffi U! D OR RE O URICEOOR IN TFE WE MS EXCEPT WRA THE PRIOR WRITTEN PERMISSION Of 4,�SA a22 CONTROL JOINT DETAIL 2 CONSTRUCTION JOINT 3 CONSTRUCTION JOINT 2A �aN _T F-aL �aIN � T _H1H NO SCALE S 2.2 e_ DE ��t �s '2.° >� gel-�� "_ S 2 2 314" - 1'-0" �\ 2,2 �, 1,_0. 1 1 -0 0-N^7 L 5 L Go N•T�.-'d a z 4.- g15E!, c;I n e ti ._ L S2 .� 3 �5 2• ' l0B N0. PERMIT NO. 891266 ... ` ' "�w P288697 i • ',(►{� ,{►Itl, tl,l,{� ,{,(,{, ,Itlt{t titit{t tll(tlt ;!t(111 IIIIIt11tII(III III(ill,tltll!f tlt(Ill, ,t(III III(I1111111111 tl,(tl111111tlt II;IItt�11,ItI,IIi a(II,�,i:(,t,l,{II,I+�,{t(►,► .. 9 NOTE: IF THIS MICROFILMED ORAMING IS LESS CLEAR THAN THIS NOTICE, IF IS � TO THF QUALITY OF THE ORICINAt -- -- ORAMINO. 06 eZ 9z Lz 9z Sz tz Ez zr 12 OZ al 9l LI 91 51 1.1 EI al II 01 a 9 A S 4 e z i'"""' ,nlllll,Ilut�uulwl�uHlnn�Nnlnt►�nulnll�Ilnbut�NNlun�u,i�,u{�Ninu�unhul{uU�lnl�lal{ttl{nulntt{nllhlllll►nGI111U1a1N,InnhminnlnulnldnnbndlnlluullulluulunL,t,h,,tlnitlmtltndlwl►udl'u�lulduuLutluuhullulduulnn •_•, APRIL, 11 1991 r n " < > 1 ,9 3 4 5 6 7 11 / --- —`--' - I - - g--s- - - ,n 2U' 0" 20 - V O u -I U ' 1 W i - - r - .�~ z - r• N - -__ is _. LA INFORCEMENT KEYNOTER�i wZ w o aU), 1. 10 X 21 COL . BELOW. 1' I j I I 'yj h-A I I I I I I "1 lri W oZ 2. 21" WIDE X 16" DEEP BEAM REF. N wO I 1 0 . I I I , $ ,,I � ,b� �s• I I I ----�1' ------ oj 3. #4 X 16' -0" @ lU" i).C. TOP. PROVIDE STU. z zaHOOK @ AND OF BAR OVER BEAM AT SLAB EDGE . CL g''o , y > i I I I 1 i 4. #5 @ 9" O.C. TOP AND 80TTUM. /3• 3 z N 5. ALL SLAB EDGES WITHOUT BEAMS TO HAVE (2 ) #5 TOP AND BOTTOM TRIM BARS UNO. BARS TO EXTEND ••y� app 2 ' -0" BEYOND EDGE OF SLAB OR 10 CENTERLINE � 4 pd! OF ADJACENT SUPPORT AS SHOWN. 6. #5"X 151 -01, @ 20" 0.C. TOP AND 05 X 1?' -0" @ ID ` I I (zFPrx. � NTg 9�4t. uj 20 O. C. TOP. I I I I �(•4�" I'(/` IO:1'/Z I'.�" sj'.+1/A i i I i i I Tn r�+v, g1.�►•f� I 7. #5 X 18' -0" @ 10" O.C. BUT. A. #5 @ 18" O.C. BUT. BAPS TO EXTEND FROM EDGE OF OPENING (MINUS 1i" CLR. ) TO CENTERLINE z I ' I �►` �� -` (= • 1.'I� -$4 I I I OF BEAM OPPOSITE OPENING. OR EDGE OF SLAB. z y I s I I O c LLd r t. 9. (6) # 6ax 43' -0" O 6" O.C. TOP b BOT. Z 10 #5 x 19 -0 @ 12 O.C. TOP. - I I � ' ____ I r_ — I I G� 1 �� I I� 1 I 11 . (2) #5 A 6' -0" 116" O. C. @CENTERLINE OF SLAB. (� O y I uu cn 12 . #5 @ 18" O.C. TOP fYP. ALONG ENTIRE BEAM Q I 1 �, N . ( - I I I I , 'ted- I I ( LENGTH, PROVIDE STD. HOOK @ END OF BAR OVER �� I i t l I Ea I BEAM to SLAC EDGE . O 0 o I + I (, /�• I I I i I Ig'1 j i y I I - 13. (2 ) #5 x 10' -0" @ 6" O.C. @ CENTERLINE OF SLAB. Lk m 14. 05 x 18'-0" 0 12" O.C. TOP. n - � W c Z 4 I I I I �� I 4 r I I I a + •I I 171M.1•o� I I � ��I ��j l i' 4''O' 15 . (4 ) #5 X 30' -0" @ 6" O.C. 80TTOM. � Q L _-- -- -- - - - -- .__ _ _ _ _ _J •� I I \. I I I CIA '7j �8va'.� 2>►y3i II �`� *rjx 1'-O° P�kTLNP . I G SLAP, .S ___ 1 `R' � •� \ i � � al ,y� � I��4 I + T _. I I I -- I I g I I Z G2'�6I Q I I 11 , �d1I 1 I I i I I r" I I �1 •1 •aq I OZ.S W � I I � �"� I� I '�� I I I � I I �I I �-I •� I , � I I I I I I I I + I z v NMtuAj0W { 1 OL �e I I Lf. •j�'*. I`a R F.V ro A I I I I I i to TNK. GANG. I + i I 1 ` � TYPIGAt ?'jF,A11 ` I i I m I I I I �L-A� 7YPI4aI- I I { I ( I FL. V'A.T"IvN� I I THK_�-ol,ri' UNo• O � I I I I I I I I I + I f h I I t I I I T.- . 1 I I I I o W qqI�� 11-2 rj � IR` ❑GC)L5 T l I A � ',, + t- z U. i T10 �I i I 3 4 5 6 7 g 9 10 11 1 2 LEVEL 2 FRAMING PLAN F�.MI+,JU - 4- LEVEL -�- 11-011 CHECKED BY R'•S,z REVISIONS: Nit^` 1. 07-10-89 7-19 e-1 2. 08-14-89 3. 10-9-89 1 1. T . � �,. 6 -ri ______ �� '� � I ib r �.� a_ � o' Y1+�►�•! A•mwr� � NnT�r� q�/52.'i SIM i �4)'l4 -roi- _ '7(4;X010 A 12--10' T`rP. I� 'rta,�Nr,✓>:ru wM.l _ _ �T !I J y� _ L pf"` IN •TI?�.�► wd-i t�5AM I �_ �`� MACKtNj1j f r+FEnivp 1-t / �,�t ?4�AN� E �E I �_i �,' CLR TYf 19" Cq-J 7��'r ' A nic s aFstn,i[r u I w >•SM t� . -.. �4 (s I I �4► �L ®` THESE URAMIR.B MF INE ED 51 RT'OF — 3_ - N (o''dG z.t. n Ex+zrEJSA ro« �soaAT> Pc(u s --- - —_----- --`-- .-- /�I I MITI ARf. N01 R t USED Otl SA --_-- ,,.---_. PIRM W ANY 4ANNER,EXCEPT W'i,i THE PR10R q,l!TTEN PER1113410N OF w,St. S2 3 • BEAM ELEVATION - � TYP. BEAM SECTION BEAM ELEVATION ____ BEAM ELEVATION \'� S23 JOB NO. _M BIB P288E97 r_ pEpM1T NO. 1 ��I III 111 III III 11, il, 11 Itl III l u 1111 1111111 1 111 I ( III I III ( I III 1 I III f ! III I I III 1111111111111 t I III 1 1 1 1 1 111111 I I III I VIII 1 I III I , I I ( lil w.w.arMrs, :. 1 1 1 I 1 1 i � 1 I I 1 1 III h 1 1 III III III III III I � I ('1 1 1 1 l l 1 I ( I I I I I I 1 !^�-•_ -•+*'--'�wr 10 11 12 N)TC: 11' THIS MICROFILMED —1y DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL _ DRAWING. Of sz 0z lz 8Z Sz Oz £z zz Iz Oz st 9l LI 91 SI bl C1 21 II 0 B,.•.-'.. 9 L 9 s b E Z 1"•+'" d!111111111111111111111111111111111111111111111111111IIIltIH11111111111111N11HH111HInH hulin nlnulnnl uH1u111Hn1 t nt l tnthlt llnH llu IIDIM1H111nIh H 11HnIIlul tuiinnlllttllutluttltwll�/1►IuIIIHHIHHIIHIIHubWllttl�i111Iut1�1111111J!11nIIf►HhIHItUthlll APRIL 11 1991 1 .9 3 4 5 p 7 8 9 9.s 11 w _ 24, 0" 20' I Z Z� Ftj ) u REINFORCEMENT KEYNOTES 0 O K _ � Z If -- - --- Z � LJ 0 q I -n - _ _ . 1 1 �++ rX t1 Db 1 . r5 N UN CENTER (O.C. ) 601 . 1r . ALL,� I�) o ' W O I I BAYS UN, I SS NOTED UIHERWISE (UNL)T . BARS TO M Z EXTEND A MIN. OF 6" INTO SUPPURI . ILL I �" I I - - - �) 2. r5 X 15' -0" @ L4" O.C. lOP ANU I5 X 12'-0" M Z a Z)LLJ 13 I 1 I I I O Q O to N i I I T -A_ I -- i I ( i I 24 U.C, TOP TYP. OVER ALL BEAMS UNO. Q"' 23 �_ i t m 1 I 1 `' ' '(° � i 1 t 1 I I ( 2 1�3 � 3. 04 @ 18" U C. TVP, LONGITUDINAL RE INF. P 6" c I - 'P I , i I 1 I I THICK SLAP. r5 @ 18 O.C. TYP. LONGITUDINAL ( ' v� N "'1 I I I I I I I I I f K I 1 I 1 I 24 I RE INF, @ 7V THICK SLA16LAP BARS 12" @ At Q v O jr to) I { I i , { 1 SPLICE LOCATIONS. Z �O� CL Gt) A. PLACE FIRST (4) BARS ADJ. TO BEAM I ) l I 1 1 IN TOP OF SLAB REF , 1/S2.4. I 1 I ( n (LOCATE FIRST BAR NO MORE THAN 12" I I I I I I 1 1 I I I K1=1" '•Jrr_ I`7 7y2 FROM FACE OF BEAM) B. PLACE REMAINING MIDDLE BARS IN BUT. OF SLAB REF. 1/52.4. 4. r5 X 181 -01, @ 15 O.C. BOT . Z 5. 05 X 15' -0" 0 20" D.C. 1UP AND 05 X 12' -0" @ to - - - - I L ------ - --_._ -t I -- -- - - a __t ® � -- T - --- t C t- - - I [+, t - 20" O.C. TOP. �,,1� IJ 6• r5 X 11 ' -0" @ 20" O.C. ,IUP AND r5 X 14 ' -0" @ Q ---- --- -- - "V ' _ ----� I I 1 1 -----I-'+�-:• - 1 I S� 4 a 20" O. C. TOt, TYP. AT BEAM ON GRID 9. O U S./ 1, r5 X 21 ' -0" 0 16" O.C. BOT. TYP. @ 7" THICK � ✓I END BAY UNu. Q i I I II I B. l3) /5 X 13 ' -U" @ 10" O.C. TOP a BOT. REF. d o 2(p I (� 12 I " I I I I+ • F 2/S2.4 FOR BAR PLACEMENT. LACDo • -o v I IQ I I , I ► 1� 1 I I { I I IS 9. 05 @ 18" O.C. BUT . BARS TO EXTEND FROM EDGE o 0 Q _ ' q z4•Q,q i I I 1 I I I I ,p OF OPNG. (MINUS 1 ;" CL R. ) TO CENTERt. INE OF Q Q Z � - . I le i q"a -- { I I 1 � I i BEAM OPPOSITE OPNG. OR EDGE OF SLAB. 6 I I 1 I I I I i Id I I u CO Q iv, o. I1 ` #` 10. (4) #5 X 18, _0„ @ 6" O. C. BOT. REF. 2/S2.444- .S ,ECOR BAR PLACEMENT. -- - -- - - - -- - - -- - - -- , IaN jfGI�; -1 \ I z I q -2t I G 40�- P6N6^M?I�NI I 11 . (4 ) 15 X 15 ' -0" @ 6" O. C. IOP REF. 2/52.4 0 T i -- I t I •-f-' FOR BAR PLACEMENT. OR 6" INTO SUPPORTS. Zq ) ( I 1 I 1 I I 12 . (2 ) r5 TOP & BOT. EXTEND A MEN. OF 2 FT. CL PAST EDGE OF OPNG. _ ( � E11J 13. !15 X 18' -U" @ 12" u. '". TOP - CUT BARS w EDGE p OF STAIR UPNG. T--- O -- i �l 4 � � � ( I I I I t'O I 14 . r5 X 23 ' -0" @ 18" U. C. BUT . I 1 I i - - --- - - - - - - -- - J I ( � I I � � �) I 1 I 1 t I I I I I 15. (4) r5 @6" O.C. TOP & BOT, TO EXTENDA MIN. I I I i I I I , OF 3 FT. PAST EDGE OF OPNG. OR TO COL . CENTERLINE @ SUPPORTS - REF, 2/S2.4 FOR BAR - - - - - - - - - - - - -- --- - -- PLACEMEN ALI. TOP ?ARS SHALT. HAVE STD. 23 I NOOKS @ ENDS OF BAR TERMINATING @ SLAB EDGES. I ' 16 . (6) 1 6 @ 6" O.C. TOP & BOT, TO EXTEND FROM CEN TEaLINE OF COL . TO CENTERLINE OF BEAM. I ( I o THK GONli I I I l I ALL TOP BARS SHALL HAVE STO. HOOKS @ ENDS �r.� T'fplGAt. ( i I l I i 1 t I { ur BAR TERMINATING @ SLAB EDGES. 13 I I I - I I I I i I I I 1 ra 11, r5 X 16 ' -0" @ 12" O. C. TOP. PROVIDE STU. W u HOOK @ END OF BAR OVER BEAM @ SLAB EDGE . � ^ 18, r5 @ 18" 0.(.. 5 ' -0" LONG TOP TYP. ALONG g ENTIRE BEAM LENGTH, PROVIDE STD. HOOK @ END ' 1 _ � - -----_-- -•- --� I � I I ( 1 � I � I 7 I I I I OF BAR OVER BEAM @ SLAB EDGE, ADD 3 /4 X 10' -0" TOP EA. SIDE OF ALL BEAMS v i I l9. @ PERIMETER COLS. ADD (3) r5 X 15'-0" TOP o ❑ (I'> I I I I �� EA. SIDE OF ALL BEAMS @ INTERIOR COLS. 19 ❑ ` ,r_ 1 I _ N ( I I I I I I i I I A 20. 45" WIDE X 16" DEEP (OVERALL ) BEAM TYP. THRU W _ OUT, UNO OR WHERE BEAM WIDTH NARROWS TO O Q _ _ --I - - T- - j ACCOMMODATE SLAB EGGS . I UU f^• T •� ( 21. 16" DEEP (OVERALL ) BEAM REF. PLAN FOR WIDTH J LL LL DIMENSION. n �, GU l► aJ S 4 P + � �� '�� I 22. 10" WIDE X 16" DEEP BEAM REF , !/52.5 FOR I1 REINF. 23. (2) r5 X 6' -0" @ 6" O.C. @ CENTERLINE OF SLAB. TYP. @ SLAB CORNERS NOT ADJACENT TO 20,_0„ 2o'-Q� 2o,_p„ _--v- 21- -- - z�'-o� - --- _- - 10'- " ; o' __ BEAMS. 24, (2) M5 T & 8 CONT. AT EDGE OF SLAB - ON GRIDS 1 2 3 4 5 h 8 9 10 1 1 A, K. & 1 LAP 2' -0" MIN. @ ALL SPLICE LOCATIONS. FOR LAP @ OFFSET SLAB EDGES SEE i _ �___� PLAN. - 25. 05 X 1' -0" EXTEND 5' -0" INTO SLAB. 'r:•P"'Elea.Nct` �}''� r.Ur`i' 26. LONG W/1" MIN. WALL ' Fr•:•�•r� T.ia P�hN �.�? �2 ' '5 EMB. PROVIDE 1211 EOOK @ WALL . INTENT IONALL Y LEVEL 3 FRAMING PLAN - ROUGHEN SLAB/WALL JOINT TO 1/4" MINIMUM 1/8 u o 11!011 AMPLITUDE. 27 . r4 @ 2 ' -0" O. C. 2 ' -6" LUNG W/7" MIN. WAIL EMB. PROVIDE IQ" HOOK @ WALL . INTENTIONALLY DATE: ROUGHEN SLAB/WALI. JOINT TO 1/4" MINIMUM AMPLITUDE. DRAWN BY: ✓ ZG. a�'ep x id-io1 Y 19 41 9s �TA,GI T Iro TGj CHECKED BY: 1 � • . ---- ---�-'��"_.-- '-.rte _ REVISIONS: 2 R'b I I RS 2 �s•4 New 1. 07-10-89 �'-0-8'1 2. 08-14-89 3. 10-9-89 'Top Mµ� �V� OA-1 ' at��.l-11 �t..�.. T 4 h� sA -----� err r.r"r K T TT -- LvNuI7lIbIi1PL iIN� T - ig"/ MALVQNZ+q c r 1%tfkt v[o"c µTMACtENDZIE/Wg �p AE THE SOQAi1skPC(ry Y S AS MID ME NQT�D Bf USED OR REP1�6 PR OR VdRR1EN WFRM,;.Di MJSA EXCEPT WITH} SHEET S2 4 S2 4 SLAB SECTION � SLAB SECTION IBB 1OF F'E'H'I�11T 1�C1. H?I. 6Fs JUE3 NO. P288697 E,I O 97 *IIII'E1I111(11111,111,1111111i1111'11111111(1111�1 II{11111(1111111111,(II,I,I,�,III 1111,11(11 11111111111111111,11(1111111(111 III 111111111111111111111111111,ILII11111111{11111111111,II1111111 ,...... 10 11 12 ' NOTE: if 1N IS MICROFILMED ►- _ 2 3 4 - 5 - 6 7 -_ -- e 9 ------- -----^.. DRAWING IS LESS CLEAR THAN ' THIS NOTICE. IT IS DUE TO TW QUALITY OF TFE ORIGINAL ----'-'- DRAWIM3. 0E GZ 92. LZ 9Z S7 b2 EZ ZZ 12 OZ 61 AI LII 91 Si bl EI 21 It 01 6 9 L 9 S _r b E1.. Z 1"""" -, ,NIIIIIIIIINIu1111nIInnluulu111111111111111111111111111INulunhullNNINNIIIIIIIIIIIINIIU{11iHIINiI(IIIIIIIN{:Iillftlil111)INNIIUIIIII111UII1111(t11tIINIIIHliHl1(IINIIIINIIIIIIIIIIIUIIUnINIIIInIINNIlU111111111HhwluIDnlEhtu�lluWllluUlnuluullUlhnE .� ^ APRIL199111 t__ 1 •9 3 4 S 6 8 9 9> 1 1 - — _ __ __ _ �' l� - / 20'_0„ I } z cc s w � �� `� -fir Z r Z w w a I I I I ! I 1�"� ?/1 (A rn v 1 I I I ( I I I I I I b W l+ Z � � �oo Z Q., Q o n -- -_ — - __- --- -- - -- - i I 1 1 1 I ( I I I I I w CY) J . 1 i I i I i i i I I I I i I � CC 3Q 1 I I () o 0 Zo tr o I I I I I I I I I I 1 I t I Z cu 1 I ; -. - - SHPD60 b•fZ>rA I ¢S I I 1 ( I I 1 I I I 1 l I R-�o12c=aEFtT� 7/11 1 S e w I I I ( I � � ' I i 3 ag 1 ; I 1 ,-1•ilc-. GUIJG• �f�b I � 7.7 OH a: �� I I I I I I q• 1 •grq I I I 1 m �` Z v I n I I I t I 1 I I I 1 •iOyRs I Ir2'•q �� I I ( ..I_ ----�. - ' � � I I L__ I ' �, L_- __ �-- --_ - __ __i } L!„! 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KiNF • - - --—i--- -- - I v YYp ,o MAC-Kf-NPF F.N�IiNf Ea�NG,INC ,Wlu Ai, aiirt'.aESF uvfn s I >� G'. 1 113 Yf' EWZIE sAlro ►A AROP PC RTY O s - q ANp MC NCT t0 BF USED OR RE 0 D IN ANY WWNER NOF YITTFI P4, PRIOR"frTEN I'ER4LS�ION Of Ni:iA -- 10" SHE.LT S2 5 f S25 ELEVATOR BEAM ELEVATION _-_ ELEVATOR BEAM SECTION OF I, 2 I,� I �,,,. 1 9 - .o•. JOB N0, B B NFE?IHTT NO. 8912bf, P28869 62 OF 87 . .• ':-... v. .._:. ..; _ ..•......_..r..... .... .,....._....w_n.'..w`.e.aMM•..W.Mw.^..+.n'.wr....nuoM.M.....AgK,R-'wI-• ..2+v..n,i 4,�.,... .. ,.s u .,...,: ... ., .. ,......•.., .., ... - .. , . I 'w»" - 1 Ili 111 III III III III III III 111 III III 111 III III III III Irl 111{III 1111111 Illlllf Ijlllll IIIIIII 11111111,11111! Illlll, IIIIIII IIIIIIIIIIIIIIF 111111{14111111IItlllll11111111 e"�o' "_ � ,. 2 3 4 5 6 7 8 9 I'0 II 12 �• NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT IS DUE TU ip THE QUALITY OF TFE ORIGINAI DRAWING. E2 ZZ 12 02 61 81 LI 91 51 bl EI ZI 1 01 6 8 ! 9 S b E Z OE 6Z 82 CZ 8Z SZ bZ ' � 1 ��•,� mllunlnn{unlnn{nHIHuI!n11HnIunI111IIIIlIINNINohgllnnlun{nHI1111{1111{IIIIIIIlIIIIIIIINI{IHIIIIIII11nIt11111111111t1IHIIIIIf11N111t1NIHIII1N11{IIIIItII{IN'IIINIIIIIIIUIIIIIIIIIIIIUUIUntnUIN1111111III11IlUlINnJ1�tIII111I1111U1J1{1111IIIIIIIIIIIIIUIIIII .APRIL 11 1991 _.. 1 1 I 1 .9 7 1 3 4 S 6 8 9 11 - , s i. g to -L, '-O.. �u u - �,. 20'-0" cr Z 13 KEYNOTES _ W K7e, ,bW I .--- 7< a 1-9 _ MID b6PTH OP 5�G (,j1 + I I I I I I I I I I I „ �." to OI 1 aa k�41 1! !HT�NToHA,[_LY Kc?U.GNH�M 5 /I LL JAHToz J . Z _— - —__ 1 I I ' i i I I ; ; I ► _ y (o %" MIF�if-1+ I ( s�M��.iT�lp(:- N �+'� �u Z `.J z X a 1 + I I I 1 + I I r --- -�- d O U) j1 � oI ZN oma' ao I I I I I I , I I ► I 1 H K. GO►JL. 81.P , 1 W � U I u, z G - --__ - - _ __ --+ + { - 1 G , V) �- W I I � tl Z w rr ,, ►— I I I I I III-Ia Z a I I I I I• I � _1 I I m I I I N'o'•O` I � I 1,4 . �! 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REVISIONS: Rey T New 1. 07-10-89 7- 2. 08-14-89 3. 10-9-89 U.C.FN11F ENGINEERING IN 9r14 '-i IG,7ti aF.t vvEn THESE ORANANOS ARE n1f PROPERTY OF MAC1tEN11E�SA)TO N ASSOCIATES, CIC(MIS At AND ARt NO1 TO UE USED OR REPPFO- aUCED IN ANY MANNER EXCEPT WWjj??NN nit ^RIOR WIRMN PERMIS�WN OF M/SA SKEET S2 6 26 `p— OF B p PERM T T h40. 891266 JOB N0. 67 OF 87 -"- 21'8 8 ! I ! I I I I I I I I I I I I I I - ► . ! h 11 11►`Ilt 1111111 1111111 111111 1111111 1111111 1111111 1111111 111111 1111111 1111111 II 1111 1111111 (111111 1111111 1111111 1111111 1111111 I1t1111 1111111 1111111 X111111 111 111 tll Iel�sw.�..- M1 N)TF IF THIS MIOROF1114..0 �'- 1_2 `� _4_ 5 6- —? --_-e_ B _ t)o 11 12 r DRAWING IS LESS CLEAR THAN ~—� e' THIS NOT I(T, 11 IS DUE TO THF QUALITY OF T1# ORIGINAL M3OX D RAV ING. - -- - - --OF 62 82 12 9? 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TOP W cv ,,1'� _i„ , I I � 1 I I I I I I I I ' t 'I" =' ...,_.�,,.. -_._v--- „•f-- .�-....'..-`.�.r �,`__” . �"" cn� v W Q 7 (Z -7 131,01 41'%, tXTi H0 ID.GI� INTGI �1.,�'•.d j N 1 r I 1 I I I I ( i ► I 1 I l 4 _ _ l , S,4, u O C)w a of 2 j -5 _ ? 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ME iNk'PROPERTY OF • ENZIE SARO R A-S500ATFS.PC(4 j PR FRIL+,'WRfREN PERMISSION OF 4,�9A -- A— _ -^. A AND AR NOTNO BF UNEL1 OR RE -------._._. _.-..---_-- - �/� ,.,1v IZ -•— U CED M ANY 4ANNFR,EXCEPT WITH TNF —10 SHEET S2 7 PENTHOUSE CURB QETAIL SLAB SECTION HVAC UNIT CURB 3 1 I , : ,._�., S2 7 / iY of - JOB NO. B� PERMIT N0. 091266 � P288697 64 OF"' 87 �4 11 / 1 I I 1 1 I I I I I 1 1 I I I I I I 1 I I 1 I t I i 1 1 1 1 1 I I 1 1 I 1 1 I I 1 1 " 1 1 1 1 1 1 1 fll f 1 ! I 11{i 1 1 1 1)1 1 III 1 1 1 1 1 1 1 e 111 � IIII11l � IIIIIII � IiIilllll � l � lj �jlll � ijljljl►IiIijIIII Illlllllli � II III � IIfIii11111�1111111I1111111�1111111 - I ' 1 2 3 4 5 6 _ 7 B 9 110 .1 1 12 "IfITE: IF THIS MICROFILMED ~--1— ry DRAW;% IS LESS CLEAR THAN ° THIS POTICE, IT iS DUE TO THF Q.IALITY OF IFF ORIGWAI - DRAW;NG. OE 62 92 12 9Z 52 02 E2 22 IZ 02 61 91 ll 91 GI Irl E1 21 11 01 s! 9 t 9 S b E Z ni111111N11fNn111uluululdmdHuluuhnllnulu1dI1111uuhlNlludu116u11uuilulluE111a111u11u11hmlunlnnlnnlunluullu111mhu1hluhlulnullutllulhnlbnlluulunluli�u111uu1nnhnlhulluuhWI111URuIIwbuI�IiI1111IIlUIIIIli1WIIIH APRIL . 11 1991 r 2 e� e, ,I , 0 - (r LIJ Lij W wQ . cr Na Z � U r-� d 0 - _T,�- V"•.YC7UT � VgIJtallrlJpil�tAL �} GO�N�fZ- I�•1fA.L L SGG"�ICJI�+ 5 �.yC% ,�.if�L_l_ SEGTIG�N � �� SrEE�,.. SY1'•IMETR1aAL taO�2. �t3. 1 3✓4�p' `.�3.1 �/4°- I'-O'1 4 G A.�OLJ r ui 5 a C 5 -TiE t..r.YoU'T 4 �t.ICsI1T�JDiNAI. �Ti�` l-A"r'OUT I►O►+ICa11T1ip1NA_ �� l �'-p'I '1 'SrEEIr SYr'►+�I�TRIGAL. �>C �✓-'rEtSa. SYi''+M�TRICAL FbE Cc 1 yl W/�•�� At3o�JT 'THIS II-all j I -O � Ol I �'-Oy 51' Imo.^ '\ 1,.lALL•5 D it F A549LJ'r D > 71 - 7 VINE? Ca I 1 Z WV 4 1+ w 1 -- - 1 N T5 - GJM�ffL r1a+•� _ - 1 T�©• qGbcc`P' 0 I � U) r o a cc M i - rn Q i cr 0 W 5 I I I _- �+'•c}- 12'' o•r,, !=r G H a� C ac. EP G ra �-- �, __ i..lA1' E�••�H Fs�� ;,��'i E.,�.Gr1 F/a.�.0 � � T I ��+ w^�� 11 tsl I o t o LF-- 4 YY 0 Elm—I I v CA 2139` v`I cc- - -- --- I �a Q 3'' o G• I w ,_: n�� v�•-,ter �� - ---._._..r.---— � ! I - - I - � __ EAG� i I i ir•,—� . .�j. �i � N -- _��L•-:� _-�' -� � I � i' -� �N 6/^1� ►^µLI. , I UU N 4 - __ . . . . . , .I �7 ------ - --- - . : V L.EVFL 2 ,� �/O.G.�, /•�+t-'� r I '�'�' 'SLa . _ �•� I �� I1t, i EAGN FAGE �\ FAGE C11) I 1 4' Q L —lL�1 f I(�4 oL �,�:,--, . ,, G• _ I �.�N FAGE •�-�.�;.i �1 .. {11��' o X411 Dc. I I I:Ae-H FAGE �-- T - EAcH FAc-6 I Cr•1' ll�'4'0 ` 5 @ 1211 oc.. ` , -� T � � � 13`'oG. TMR EACH WAY T I _ I EAC H WAY Fk- F_AG4-► FA GL` _I�LrI CLR � ��a��13' �`�'A 1311 bG 6' la F ac 0 FAc.E l�-a►'�— � { _ ��Av �ncH MACH WAY 1. 07-10-89 c I ( AQP EAcA FAC¢ - 2. 08-14-89 1 u wArC-Ar,14 l dp ev o . 10-9-89 - — -- F -� ✓+) II N I - -- --- - -- - - - - — A u E - I V L 00 - — xx -- 7teg 4C� 122 oe_ tT-ff) �J AL'rERIJATE 90° �UNLEgS O'Ns2 WISE NDfgo) (1 I 0 HooK 41�NL16HT m o - r- - LD LEE fz yr) 4 � 25` O –___ I 1989 ALL RIGHTS REBEPVF,D 1 11 ,L �\ _ • �^ •_� 1–� • –! MACN EN2IE ENGINEERING INC ,'.—_T-- �A •...�-�•�'� oa of" r 2 0. L.. _. .. . A----A---S– – - y, uhu• uM' 4 -TY(f YI1_E T5.) L5CE - Sg.� (N © rt.P'�N�r'>�r_EM�n►r 2U SHEARWALL E -� ��• S3. 1 �- - 7 SHEARWALL R 18 SHEARWALL C _ _ 19 SHEARW_A_LL D & F _ a�6 SHEARWALL A IIJSI� tJS� "_ � " EAST 1 /4"- 1'-0" S 3.1 LOOKING NORTH 1 /4"-- 1 '-0" S3.1 LOOKING NORTH 114"- 1'-0" LOOKING WEST 1 /4"- 1 -0 LOOKING SOUTH 1/4 1 -0 S 3.1 LOOKING �_bw �,sIJ roe Ivo 288697 %TS 75 E�� X F e; w l l•Mf I•I I,uINI INC O t111P • ' 3+111ti 111 111 ►{11111 1111111 It11111 11111{I I III III 111 I tilll(111{lll{1 1{111 II111111 11111{111111111 11111{111+11111 11111t1111H1111 1{11111111111{1 1111111,1111111 111111111111111 �...�.._ 3 t 1 1 1 5 I f 7-.._._-_.._----8 a I�0 If l ►z ,,,p K r. NOTE: 1 F TH IS M ICROF I LME 1? DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. QE 6Z1 92 LZ 92 SZ bZ EZ ZZ tZ 0Z tat 91 LI 91 51 bl EI ZI II 01 6 n L 9 S b d111111111111I111111111111NII1111111111111I1p111t11I1g11NIlIII11t1E11�IN11111�1111111111111111111IIIu11111I1IIIIIIUIIIIIIIIIIIIIIII1111IIIIIIIIIIIIII►IN11Im11unlnuhlu�lutlNN�NuhN1�u11hut�lutluullllllnn6Nlhmhrnbw�u�tt�1►uluu�wllu++�Nld+u�twl++++ I°� APRIL 11 1991 I oC vAP 5P�!CE AWP OFL TaP ✓R -rkAgVITl01'-4Lu 1 ? LL.1 O � Z i C) Cep ; Z LU _ W Wo , F- N om•_ N LL! C) LL o .... 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OE 62 02 L2 92 SZ b2 C1? 22 12 OZ 81 91 LI 91 SI rl EI 71 II 01 B '+ 19 Lt 19 Ir+I�IItIItItI�ItI11Hn�tH111►It�llfflNfl�llllllllllll{1I1111I1N+1+ntR+ulunl+ullllN�NIIIIIII�IIUIIIII�pIlI11U�11111111!�IIUIIIIIIIIIIIIIIIII11411111IIIIIIIIIIIIIIIIIIIIIIIIlI1111ItI11IIIIlI1111II111I1U11UIlilUllUululll1111111I1I1WI11u111U1111LIU1111J1lIllIlIIIIlIIl11IIWI1111 • APRIL 11 1991 C04 � COL . P14L 40/-, - -- ' _ a I i dol. •��_aJ+ 5`•Se G i'C� 3" 1I6` IL` I,(V I'_al Z-111 g-I��11 I�dl I 1 i•ql co _ ,' - 1,-� --/ , N 'to a O o N '�1 _\ J Ii7 1 t ?9 a _ --4, ` } 1 1 I a m M C4 uj �J e ( y _----- (n Qa f. 6 V V �1 _ 5>s = 5eI o° CC r-y U W Z Q� �LJJ gv N � O~(V j--� „ :� _ , PILE TY "Cn 4 PILE AP TYPE - b T «E„ U o �� U A D :-2 A TYP B NT5 s e., 1 /4" - 1'-0' s 8_1 1/4" - 1 '-0" Z PILE CAP . Wi COL ` II�`II 13i0 p - , • r 1 . 1 . � � 1 u E , E u , 1'-3'` 2'�%I7. 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OE 6Z 92 12 92 SZ. 42 EZ 2Z 12 OZ 61 ETI LI 91 51 bl EI ZI III 01 6 9 t 91 S b E1 Z I`'"" dllluulun{InllNulnninNlnu{ILII{InIII111IN1ihn►lnnhuf{►n11nn1tullnnl►IUIIn1IIlU{INIlilil{N+1111aIIN1I1111I111)IINIINIIIIIIIIIHIIIIIIIINII1111111UIIII�IIIIIIII111111I1111{IUIIIUi{ILII{nnIulllnlllll11I1111{IIlllllmnUI1111�11111111�1I11I1111I1111111►1{7{11 ` .APRIL 111991 - s �� w2 r I 1 uj to C, El I Zco } — , dJO `I z � ~W w Q�d ui < �z N / � � n a� j mCLaz �Q Ali 0 4 G. NeiT D. *106 r` d: t �z �. r P-P, ✓I/ e;-t! HOOK- + u IF AT AL,L. 4 a a r , G'O.G � t5 Det �•�iTSOL d ` G:� GG, !il�u•T 'TO MAT "� i _IN*lvo Piz I No o-7 0- do"T O DU?sliDi ti`y'4. I 0-0 1 NIwr�MrluT �O�it +, � W16.0W16.0_ +fir - -4 Ow •030'JT H %- - 4-1 a C"N%,*�-�,�,n C.,,T � t _ � I.`♦U 'T Ns z ,,�o�T Tr,z a � �� _-- 3 LiJ z cli -- `� od GCw TBR6, N F� I +�o .o o w w wd { .Q ;..d :... F- +� t I CC O U) 0 0 __._ _ .► 1 -- ----- -— v♦^J a T f.,j V J D do 0 ....... »... __... .. ..rl. 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SYSTEM CHANGE 0 tv v tom) Ti AA 7 19-89 _ 2. 08-14-89 3. 10 -9-89 d aA * --O U + ' ` N /001� f _ I .• Itl + -+ V V�•Ilt I Ing ALL RIOWS RESCRvEU Va�r ENZIF ENGiNEF.RING we MA(.AE NDE INGS A ASSOCIATES PC IM PI l4t Q•' \ . W AND ARE NOT TO 8F USED OR RFPRI - DUCE DTIN NYNMIINNERSocIATES P v v _ >RIORWRITtENPFRMISSION0FM 5. SHEF T �' I:[1 Itv+ I'-q' I'-°I' '•t,' �'•co' r'-� �'-o` �s'-o` ,=td'r 1=� 1 .q.. ti�IERMI.T NO. 891 66 S8. 2 I)*a., 6e (AFF I Rgt.lS pgp, �N F TYMCAL SLAB -_ SHEAR WALL L-,2 t_,F ->=� S 8.2conln�EcTloly — 3/4"- 1' , 1� �q �gess7 wItLAMFTTF PRINT A RSP.370E ^ - - .....:..._,.......w.m,.aw,..,....w -.,..•,e.w.I+s+mve...+.rN*+.+w..,r.,.:.I. r _++n+Arm ..... - - ..._.-.... ._ - .::..., .. - - ,.. ......,,-..- _... .. . _. . __..N' _ .-+.wws.r-+..-...._...-..•-........+«+.rr..w.^,,.....i., _....,,.-. nle.w.F.Iww.......-,.,.,>.-awu:ww•w..-. ;'� ,,M,,,r l�111i IIt11fi tlrlrfF t�►11�1 t�1�111 If1�111 If 111(1 III{111 111,11 Ift�t�t[till 111I11�111�111 If111fIItIIl111 If1�11t Iftltflt�111�tItftllfl�il►itflltir�litllytlt�t{t�t1t►t . f I I I I I I I I t I I I ( ! I I 2 3 4 5 6 7 8 8 {O 11 12 NOTE: IF THIS MICROFILMED "� "" "- -- --- DRAWING IS LESS CLEAR THAN -� THIS NOTICE. 17 IS OUe 71 T}F QUALITY OF THE ORIOINA_ __- ---- - DRAWING• eE et 92 tz 92 sz az EZ zz la Oz 61 e1 if 91 91 br e1 21 11 01 a I t +� s >r E 2 13"" ,►IilaNlmlhntlHn{nttlnnlnnhnlhnlhmi11111Nn{tnEon►►hntlnnhutlnullnrlunluuhlulun�nnlmlllnllnuhlulnnlu11111IJ►II+Inntuuhulllnllulduuluullullullluitill�uh►+IhndN►duulnulullhu�l�l'n��lulduulwfluuhu�bnfliwlml �; 4 APRIL, 11 1991 <D E7 G H � />1KEYNOTES k Z -- - - - GXG -W IA x W IA- W W F. IN 6E_MTER z I I oG SLA1'�' -rH16-►clr-1-1 6IwPr_ a1�AM w04t- rIL•E GAP Z. LONGR!<TF c��UM�I� SEI; s�HF_PULF_ ui W 2 ` O- A.3 FDR SIZE CD / i 4 �� S8j �I - �' i �a 3- C3 0 1 III ` f Iia Mlrl , a a Z -d3 _ - - - - - - --- MoT PILE :4 SEE SHT S11•Z FOR- -A GR o' -�- I syZt , nt e -noas < ►�+��1►,s,. W W W 8" 1 4 Gt.,NciCETr_ SHkAR WAl-1 9EE SNCE7 Ss.l uj ,� O� 1 , ( GP P �PC' _�'I - -� �� II K FOR RJEJfJFDR�IhI6. w 6W ` `. �, b �. 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REVISIONS PF.H PILE 10 q FL — ' 7-19-•89 _ I t 2. 08-14-89 T 1' \ I G g 2 3. 10-9-89 _ 1 �- Glo x �•�� (�;No�IN�taEl,ol,.r ��\ 1- GCi >< $. � �.�a� P�aL'fg e, - _ l�L A _ � 'SDP �'�,.RI,1Gfr -� �I•�-� fb , MA9 ALL gI- S HTREER4N(3 MCC 9 / THE SF HAWINGS ARE THE PR)PER1v,4 • SAI ANO ARE NOT % :• MALI't�IF SA.1,i6ASsi tCiA�ES P, �M 1N BE SE EXCEPT ORRE IT.1- ❑IR:ED IN AN'MANNER EBCoF SA rHF aili)p WRit rEN PFRMi551(1N)FM SA J SHEET N � I I ;\ (moi GCv x g . �� NT1G'i IoN W {D Ilv� GG )K $.2 CONN �G`iG '� '1-0 ,�, I % ok �� 1/2•- S8. 3 F)F ;:'E.rMIT NO. 591266 JOB N0 T •t, II /,q or sal 288E97 wt l AMB i To,PRIM 40,P 4330" P •_ .. .._..._. I { IIII u ...+...cwt.»- . ._,..""rButa , �. _ __..,........,.......... ._,.,..... ......._....„....«.—..,. .•••...q..�� -. _.. ..,. ,. " e.r.yB,R..w^"."`-- rIIIIIiIIIlI111IlI1I11111i1�'III�III�IIIIIII'IIyI111I11ylyll`III'jiyll�Ilylyly111ylylyly,ylyly ( II11111II�II111{I{IIIl1I1111111I►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiII{IIIIIIII1111111I111 I .! I 1 I J I 2 3 4 5 _ 6 7 8 r 9 I!} II 12 NOTE: IF THIS MICROrILMED ---~---_-� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TU THE QUALITY OF THF ORIGINAL DRAWING. OE 8Z 9z LZ 9? SZ ♦Z EZ ZZ IZ GZ 61 8f1 V 91 %1 b► EI as II 01 .6 9 L 9 5, a IE � 1”"'� FNIIIInIul111ullHuluuhf111nuIH11111pIUI1111NI1I111nf11nf11f111I1o11HnIIIIIIIIIIIIIIIlI101111111111I'11HIIIII!IIIIIIIIIIIIIIIIIIII1111I IIIIIIIp11111IIIII11111111111!I11I111111111I111111111171UIIlUl�lI1111111II11111111I111111111IIUlu1WnIIIIIIIjIIUIIIIIIIIiII)IIIIIUI�IWIIIII / Y APRII.I 11 1991 _ Y g UA 1 // �/\•�.—c --j w 1'b-c1 T`(f'-TO?7 II cr � I __ �- ,�, * . , ' -- r � 4;� � x -o +�.�.� �-1.�r.l--. '•vrt ' ''•� nh1Cw-. Ai�iF_r, uj v, - ___— - --- - -- - --T--- ---I -- --- - ;4I T H I N F-41- "/6-1 A-T .A � � —_ __ —_ - _._. 1-- _-_� _�_._. ---- — U 1 r _ W I O i ►JAN` - �1 l>M W41V1w I 1 i/ = ,l n Ir I. F/ti •,(vj M/ .+ ,_ �'i. _ � I- ` Rr� 1�� ,. vcn.Tlr� I L /a�-� 7 iYri�f.y qj•T -- Iiz /RJ- 3 O Tt/P irJP'r _ I LAJ p � J/S.K.II".� �• ��- Vr�/F 1� c, c. I sjN ZPi � � .'.-w -" N � (Z' � �N 0W- U6> fr �`] e' i Y1 rpt-.■G r 1/a F In Y.l T+p- Z < X r` d cf C 7 c_ M: N c, F•.4.. 6M. I N 4 _ - A [l `t Im o In U V1-1 N z °°U') TYP. BEAM ELEVATION AT GRID 11 ^___ 1 r I Horz. 114': 1'-0" 8 Vert. 3/8': 1'-0' • • U _ Z V �� ASV b I Ln K, G E Z Ul U o w (A BEAM SECTIONS ON GRID 11 c Q 41 cj) O -_ - _. 1 �:_'•�•r' �-Yr �" it fS " 6 7 `U f! T'/ .� II. 'iv__..'_._ U) q m LJ cu Cc,NT l , �Q Aj�N 1 i.(i' ri TGfi L 2 TYP. BEAM ELEVATION AT GRID 9 Horz. 1!4": 1'-0" 8 Vert. 318': 1'-0' Q a� A > Q LU W I 1 c'� - �?.`_�;' �I_ /.' `' 4 IG -c� '�`�''�..�• ,,•._ _ tzr�r= •�iva��.l", �vrK ' " V ` I I c - --A� I t ✓V _ Y�F/` • =t�1 1�7 N F '✓•�� KFJN F a wp,ri /� may, /,_ ,�. .'-u ..� �•�+�; I :�(1."'`L �� ,-A/ fi'/wt'iy ,,� •-r•l rr- ,� - - - - LUti-7 W ............. A=— 7 p ---------I:_ D I PT -- r s � I 1 � 1 I TYP, BEAM ELEVATION AT GRIDS 4, 61 7 & S _-BEAM SECTIONS ON GRID 9 — —�-- - -- — -- — Horz. 1/4'. 1'--0" 8 Vert, 3/8": 1'-0- 6 / HLCKEUEjr I --- -- ----- (Z� "T'EN�JL7Vc7 •t'p /" lelll.+,Jr' MAtC F QZiNr ' '"�JPP',WT REV StONS _ �saeJ z N G F. 11 J�4 �i Y H I'_, c r T �C� r`;j L' I TYP 1. 07-10-89 - L C4.1 QNB %,/�M� A<� !'T�f:1� <� %i 7G -T ., .I /i-itil� �i -+A. 1 N(i � 5 04. C' 2 Q8-�4-89 - _ I �_ — ---- '—/' r • r NO CHANGES 3. 10-9-89 I U L ••.'.►I 1�, . 1 } d v I � ' • • +L M,rJ I _ _.-_._.- -__.._.—.�.. ' �_ _.—.� .__ _� _ � _-__ ...�_ �- `• Lam- I III r' V- _I.le .'" � A�rr�r'r� 1�ri P_y�►'� MACKEN21£ENGINFFAING INC. 4 1909 ALL RIGHTS RESERVED \t V ll a -� - -1 k'c_� v�-TA I�. 1 ,,�H j '��a •� _ AAI d+ � .1 T I RSA NE1� S8 4 •7-IG-�1 TYPICAL BEAM SECTION TYP. BEAM ELEVATION AT GRID 5 T f-,5f?M I T NO. 891 X66 4 _ Horz. 114": 1'-0" & Vert. 3!8": 1' 0' JOB NO or q? P28859 .....•.. ,._. -µ. ,.r,N,�a�iluc:a.:_.. ... _ �..w�..,K., :... ... .. "'�": o-w M,,:. ... .n,...,...v....".a.1.,y.._..._...,..._,.......,..vt.......».W........ «+r...r.r.....r,......._;_...___•_•........ -- , �� 1111► 11111{1 !{IIID 1111111 1111111 1{11111 111 III I p 111 111IIt1 11111,►I 111 I 1 111) 111111111,11111 t111�{Il11111{1 11111x111{11111 1{II11111 111 1 1 1 1{111{11111 I{II111�IIII111 2 3 4 5 8 7 8 9fo II 12NOTE: I F TH IS M ICROF I LMEDDRAWING IS LESS CLEAR THAN 34. 0j+ THIS NOTICE, IT IS DUE TO Iw QUALITY OF tW ORIGINAL DRAWING. OE 62 82 12 92 St ►Z Ez 22 Iz 0$ 111 of LI 91 SI trl EI 21 II 01 6 9 t 9 S t+ E ,Etduuhullu1111ullunlunhulInaba+hlulunbullnulullhuduuluuluNluuilull111tluuluulnaluniHuluull�lllnnluulwJrrnlnnhnlllnllnulludmlluubulllnlblullullUlllNnhn1Im11UlIIII11IiIllIlll�tlllIl111j1111IWl�lIIIIIUIIIIIlI1WI1111 • APRIL 11 199 1 ,_ _ K �• -- I TOF- .► I �G`�u`L.,O hpGEG -.. Top 77c \ (7)"'� - - �- - = I r �.. �x T�IVf� r - - -__ �- o i - / hF F�r�T C(o� Tot✓ �j. �-rp Noow� W -_ w ------- -__ I-c - - / �� W W p r auz zW� W m u� J T T P i t v,..� f��TwEEN 41►Rf•rr f� A* la e 12 � 0 3Zv TYP T,� 1 P. BEAM ELEVATION AT GRID_ 3T��r �-. , v �� (DOC Hors. 1/4': 1'-00 a Vert. 3/8': 1 W \3 cr 1 � Z - . V o /� U ID �� -U a 7 Tofte O m ,-' co—_ - - _7 _�q ;�. -�G� ,I /c�) �' 12 ac �� `''"'-' � 5��7 ,� � -r� 1,,,r.T I / ,� � (t�•,r� X ,��Ti-t c» � -r+ ' 4 �►•r�� O � C. s r p�✓.c K ''11Kv I--- 7 _ 3 0�i -� Q T 2 YP. BEAM ELEVATION AT GRIDS H-5 & B. 1 O Horz. 1/4' 1707-7— & 3 TYP" BEAM ELEVATION ATGRIDS F.5 E. _ 5 & G.5 Horz. 1/4•: 1'-o" & Vert. 3/8 • G A � G z 45' O u) J 71� GA - – rl r' (Z� 10 TI'S �D17CD Q Q w W W t TCS < -I, r W�1 aC C, W Ln ('�) RT I aD� C I) 1 " I t:i-v E.e• ;i: / ,r i __ M--- - �' -G z�r `�✓:�,�..� G ---�• - :. � ,O _ -_ 4L'C� I I }�'A'i R r'F f3E/�"� �J ''— �2� 1 r L/ -� yy-•�- � ,� 1�7� � v � I811 $t �, r_,- 4- A M t=om. N r-a -- i I \� � IIT �� '* � �v� •� - !A I - 'S 2nd 4 LEVEL BEAM ELEVATION AT GRID 6 �- 2nd. LEVEL BEAM ELEVATION AT GRI Horz. 1/4'• 1'-0" & 'Vert, 3/8 D 5 Horz. 1/4': 1'-0" & Vert. 3/8": 1'-0' �r\I L)A!t_ AWN BY 'T�Nflc7N�. NOT r9rrlr>WN �, / 'X L ,A.. /`)+► 7 yi:r �y TL''NF.b1�K IVOT '-'r11L.114 — , —�– — ----� � �1 •' 'T'r' I `-�/+/-f'-• , I___ki, '�r' �.%� 7 K Z%i-� -��-� �/' �,;,,�yn, rL.�l rJ r � 0J�JS.11 'FGGI� F z �; NOT '�H�WN ri IG ) kj _ REVISIONS \' __-� • '• ` - - ---—I -.� �\ r�F L,l 1. 07-10-89 2. 08- 14-89 0 109-89 • 7 MACKENZ!E ENI, ;I 19K All 41GH• �nMJ • BEAM SECTION _ - " I'''F'r'MIT NO. E3912.E,6 7 BEAM SECTION —� '71 I,I �- - -< - BEAM SECTION 8 BEAM SECTION S8 5 i4 r _ 9 hi 11►' IIIiItIIlIIIl2ilttlllllllll111`. Jr)8 Ni' .'I I11 � ( � I1111II1111111 � 11111 ( I iltlr� 1111111IIIIIIIII H,: P288697 E 3 I I I I I I I I.�Ill�llllt111111IIIIIIItllllt'llatltllllltltlllll�lllllllllllllllltlll'I'I'1'I'I'I'111111I111Jill NOTE: IF THIS MICROFILMED � 4 DRAWING IS LESS CLEAR THAN �— .�� """."" ,rj 8 7 _ awes,..www _,- _ � NOT PfTHIQUALITY . IT IS DILE TO 9 1� 1 1 1 Q `"wH' ""' �"" •a�'M.;.'p�b'MJI .�w� ,.,,., , THF QUALITY OF THE ORIGINAL. ----- DRAW INC;, y OE 82 62 l.' tit SZ ►Z EtZ ZZ IZ OZ 6t 9101 !< i11111111IIIIIIIIIII11111N111►IIIIIIIII1NrllIIIIIIIIIIINIIIIIIIINIIINDI►IIINII4NIInlhullnitluulnllhnd11111nNIuNlltultlllhinbu�IIIIINIIIII''',rll ItlnluUllutlu llnubl�luullu��Illllllllllllllllllltllllllll S ►�E - I„�� t •� wbl�nuluubwlul!I�,ulntthulluuhln �' , - APRIL1991 i t L_ z <g cc W � x LU +i r W �.. 4 . W A '*4' *,e, �6M 1 i.•�1 i NAIL IL0"4 fL 'i .J 2 ?ty(i ry A01 � 1 . �� I �� I � � ' I, g G R$I�i• Z �6�Mh 1bY , HION LowW CL 1 Q floor- _ 1 8� I` i I� AbN E¢9► �, 2' o•G• ' 4 � elult i I � I i Iva 6.o.1100 11� SA FLUTE o � � .. . rtrra t�R I R I I f . 4 Pa T IPO /Y� I g '►' t v6OL, hIZE -t w x .o deb"` «- I - I -L_--- - ''� �ssl oY Q X I I I E ,�rv/To}t /hPy(.. 1 g XI r-{�IOQrr, ,NO evela Ae,G- I , 4N M Z v PAei RiG a,2 e,.A i a w H I re-le N1 GGMf 'hIlit bre - r��_ rL,VVR �ruwl� Spa �� i I�'_�..Ii_ MIN. uj -- -- P l-Ae s GOUG A III i WI 5 .____ --.._.._. 3 r v�a;I;� �,�-�Po�IT IoNe � I �G l I •. � i � � �4,6 1 _ W0 "10 �M I •Il — (I) �4 E/+ g r/ I� I Q d e ��jj � I I 1 I �x �• CJ 2'• U' --�- I --�I Z OIX � � P� n6r'fr I { I Wo (6 j Fst I 1 ! < oma o OLKGr I I W nti4' t111 16TA I P`'1 6 TI�J Hf I C a'-e'0-6. I I I / '� H r,�,x t''tY�) 4 elk a vro L. CC 0 I T A Qm �•�,� �� ,. �v of�R E�.� vA'o a- !•— I� ui Y eIJP!'/�'�'*G A�4AENv G JI-Aa .46 Vc-e'� w / '�/4: wPva* E a -'O All. SiJrfOfL-& PARAL�G.L 'D �:tii- IbUITOT-I PJNGH S{flE l.Afg � 3(o 4.6. x Imo• I,&NdTH I ccV) w i(max) /.1'10 1, to%a 4 !� sb x 5 J 9sT u4 i I N vw a L� _-- / # v,r (2) x 'W 1 4 (2)lb Com. A4 •CP' -- q 5 G G N T : +• -z iZP�J3 IA C-*L PLT, yZ.l (�2)�j(4:♦�'.yQ1�►1 -�-- -- -- - w I $ x �<J � � t�� j � 0 IA.** _ 1 I R .��T I FF'N E IZ N- i - IIA-' l 4' ..�,' Nr l► ry r1 p,o�.-� _---- - P� Q cn _r rj�4 M 9r w� rs + vtJriI-� u i .J e' ,t - -� i I -_ k - 't' W b s 4 18 4 ASE "� I R -41 — i � � >~�a W aft 3,7�T7- —3I � plrr_ col.. � , �,4.4 P n �. j _ _ _Go►�G. wA4_ N >7 gT u v 5 a 24• o.G. I t 5 'Lc n1 �o��► 1 -7 g� '�! > /� `^I �U'' �L cel. ` 17G�E �'� r1 r,�(z- li.l�L L Gd R N E Glp�I N le,IT 40$j �' �irn �4 1�4U� /°`l ` —� R _ . A D GD l GD �J D'� v� �� I [)AT[ ll-=-- _ ht's EA f� W P•.t-i, --j- w 1.4 sI,IV PRAINN[3y -_tk,K'G. �J�(2� �A ;� plF�t fl•L.11M`f >pGoti� - __ ZO Gam*• r2 GpoI d11'1� bAI10.a (2 - -] G�1D t� VW►�-1-• GR NbcT �IOI.T NEC .� p" Gi STUoS ATf►�-►� 1p �`i-l�f..,>�//(4)+Ip G► fit, t � aP►�'c4 <#- II '1 K y to L A Is $dCv F '9C�J�•/ _ J r . �.xtiRF+J'S C� b 6r1+- C . µaclL. 4'-v ►vl . 7iN 4°,� Co T -, (p�JIO�xRD�`3 EA S►IvE �` REVISIONS �� ` I .� _ � 12. �- t_ - -- - ,�> (2 I +� 5 Go \ + + N n ! f _ - 3. 1�Q oUT I►dc �T` E E r PSI I I --—(�) v4 it 4 xta W/(12) W K . b v >< �' d" -v` a.G. 1+� _ PoRM�L1' (,•,1-r '� 'I�" /�b 15 ',y I lz',, "17 1 � " yI,V' r S Z 6 To yN 0 v✓/ '4.• S�t E,- fb� Vrt.�.b STUOI� Q (2) O GO T `• I PT-L-,, l I i'S-18 �r ps w,y�ev)t G Asc�te+A�'S xRe r �e 4"�fr a Fides. J V - -- -- - I 4Ati b Tt��k ? . P.j.`� 4 I'-v •E, ct IIjnW#,A&L 4. p1Tuv% Au- J o w rr, T/ - - -- y�1(p 2„ -- n /g, x 4 r GO IST / __ GcaNG, vnp►l_l �1�f`: F%" ^-1 6TUtYy G�F�C.r°(�}bD. PLAC ''t'�,` 1 �fi 1F4L` 70WA-n't+cQ R=F /�� • `IMWW P �D�f ` --- ,,yy,, IM&K ZIE ENSNESIVI. I4C /�f r`�s�rrr� +�1^M E7r.JM'�t'".1` -i, ` -�� 1 _. 111 �C • X 8� ,9e9.1,11 RlGtttS PESERYEG /r p ECJ GI 4 P V-14 X h?uD'oj V W 4 I „ SHEET (D�� ( 1-FM I T NO. 891.266 — S8 . 6 72 OF 8-' f- P> .AMS GJ i�!� V J 1,G / �, GD 'z N E>� C� N D N n� ,,P N G�ac� GA)a.//,�,, I , , U' ��.� ' f-U" �lJ.�/ I I/�'h � I ' 0 ',J TJ•L!�' I I//I-y f'© A(IR r`J(1 288697 II R ■` _ I • xro-w 1bk..ICA.VWAM.,.pRTMMµn .. ..-.. I:M'Ms^`S'!A %A 4,.'F'M . MM"pN4i.MiIf.4 '.MVI�. 1✓a r.. .., .. ' {iiiww M1 W11 I AMI T Tf NOW A fl P 9.770" N ..w....,...,.,..._+... r... .«... ..,. .. n .r.n.H R>IIAM.w.vw n ., .ur----. f4NNY.,.. '. • .' ' .._- .:....r -. .. ... ._ ... .....r..:..........;... :.. .--.... _.. ...,.....--.... .._. ......, .....,.....«..,.....:,.rW.••-...-...,.wrw..w.werrisa,.�w-.w..... ..,,..,... .. ...x, /� �`Fq,! "� I� 1 ' { ( I I � 1 1 1 I I I I I { 1' 111 111 111 111 111 IIf 111 111 III .111.1111 11.1 I. I I�,'..I 1 II! I 1111 1 111 1 1 ( l�l I I11 111 1 111 1 lil 1 r..' _ .. w ... ! Ill! ►II 111 111 III 111 111!1{I Ill 111 Ill IIl 1l1 III 111 III Ill 1 l r l I I � 1 ( I I I I 1 ( I I I I I ( I 1 I i III I I l I { I I { 1 I 111 ,.._ , JOTS; 11 THIS MICROFIIMEO ► - 2 3 4 - 5- - 6 7 9 IQ _ 11 � ORAWINU IS LESS CLEAR THAN THIS NOTICE, 11 IS nUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z LZ 9Z SZ ►2 �Z ZZ 17 OZ 61 RI LI 91 SI 41 FI 21 11 01 6 9 L 9 s b E 2 1aait. � r I rT,'• rI11NNlnulluduulunhnllNHIn111UI11111t1tq►Iuuluo6alhuJlunluu{Iu1111111111111111111111111111111111111111111111111111111111IIIIIII�Iiillnili1n11n111nuI1n11in11iuilnitluldlolhlll�UlllUulUu11111111111111111WiH01d1liHl1{lllliflll111111f11111I11�tW11111 g . f APRIL 11 1991 e, C c.s o o. E E . F FA 4 c H KEYNOTES C�-'"'� _ 1. FULL HEIGHT CONCRETE RETAINING WALL. (8" THICK) -t6. 0 - 2-T-10" '-- 71 " '-0" 7'-0" 9'-10" _. ]H'_ r)" - --" -_ -, - _. _ ___-__ ___- 2. 42" HIGH CONCRETE RETAINING WALL. I - ` - - N EG-T• To ,;-T U r3 I 10" 71_ 11 8'-0" 5" `"� `I! r� f'R�VENT '1 J 2 3. 6" WIDE X 42" CONCRETE SPANDREL. PANEL. 1 /� RPit.2 1'- A. T A�, A1'r E (� ►�W 5 ' 10" L �` -- --- ! 11 1 PA3.1 PA3• 1 4. CATCH BASIN, SEE SHEET C2.1, A2. Pk 2� I { . �._JF"TIGA Cl. � r �-. i SIM. .7 Zq) l 2 5. 4" WIDE PAINTED STRIPE. TYPICAL STRUCTURE ABOVE .- t t .. ,., • 1' •frrurrurl rr@/111111rUlalarrr/ @Isola 1lala1la11laBllaslarlalalar BlaBrlalalalarlalaolallBrlalrUloflalr1111rllalarlila fuufB/lulalarlanff ufuflar lalanlaanf.rfflallarr a i 6. NON--BEARING 8" CMU WALL, TO U • . -. 7. it l.rdi;it Uf1AIfJ WIfi1 STE.t I GkATF. a� 10 X 20 CONCRETE COLUMN, TYPICAL WITH 6' X 45 SQUARECL COLUMN CAP AT ALL INTERIOR COLUMNS. r m I l 6" WALL 8" WA ; I 1 : a I I I Q pR Pl+�I� 9. 6" RAISED CONCRETE SLAB. W NJ - W o r I L. I 1 I I 10. STEEL GUARDRAI Cn z N u' = 108'-0" -- " 1 1 PERIMETER D `W rn - ro� _ -_ -_ I DRAINAGE SYSTEM, SEE DETAIL 4/PA3,2 AND 5/PA3.2. i h_ 12. UNDERSLAB DRAINAGE SYSTEM, SEE DETAIL 11/PA8.1. w z 1-1�p =s1 flaulalasul`lalaelaulauurulauuuwamla�r�flt 13. BICYCLE RACK, (2). ACCOMOOATING 18 BICYCLES (9 EACH). (�60 2 0 2 14, 8" HIGH LETTERS WITH 3J4" STROKE - PAINTED. LLJ m rn I J 15. 36" HIGH CMU WALL, ' ,0 } s N V / 11 16. GEOMETRIC CENTERLINE OF CONNECTOR STAIR. R8. " s ch In In R8. - I 17. 6 X 7 PR I1OLLOW METAL DOOR AND FRAME IN 6 -4 WIDE R.O. �- t- 1 - r --- 18. 6" PVC PIPE. 1 : o '0 1 i 3 19, 4" DIA. RAIN DRAIN. , r ' - - j I.E. \ I.E. I I N I.E. 1 I.E. : I.E. t` II r. I.E. o N 20. 4" DIA. OVERFLOW DRAIN PIPE DAYLIGHTS 8 ABOVE LEVEL ONE SLAB. - - - N --_---- - - ---- - -- - ti 241.42 "�- I �\ I - 239.98 240.88 242.55 239.45 j9.90 �• - ; 21. FLOOR DRAIN, SEE DETAIL 15/PA8,1. love �iuula� nuulanuula uulalrmnlolylaB lalaulasalls las Bases flalalalfflarmlaanll f1 /lauuuuulalanu Silas ulauuuulalalanlau nla/ru/fulllalalanmlaf unnfez II 22, MASONRY BEAM, SEE STRUCTURAL DRAWINGS. Z : _ . z •t - - -- f. �rlar7llula�i� @ lar+lala11111 rn urm��ufnuumuul`nlallnfuulalalafnnflaulaul�Inlanfs. t flalafulalal,Ila/nrnlalula�@.rnlarllalarulnruurr.rnnul , n 1�11� @@un@r@n@ @@@�r p 4 23. 20" X 20" X 30" LIGHT POLE BASE, SEE DETAIL 14JPA8.1, (n #•.• ,) P / L w - ti„ I'L_ : i7 S 1 ,...__ , 4. U ANTER. 1 / _ 2 CM PL - : __.. + - �i -- f _ �____- _.; I a 25. PLANTING ON GRADE. �y ` 3 U s I I _ 1983. - - _ ,[ ACE`S AT 8'-6" _ 3'-6" � 18 25'-3 •" r o H F ■ v rn rt_ - I LE, - 1 . J - �/' 19 _ ° I 241.7 .\, O : I R3. _. ' _'J<:, 0 w t : Q A .•r,�. CC z EO N /11 Q I - • V : • : w+ r Y cq PEI�IMET EF, A�� GALL l�A l � �= [ f1' OIC 20 w v 1pn3.1 - - - I _ i c I r - I_. I I 19E;L 1 LSV 1 L Z o , /x"242. , ! ICID •• ■ - 11 + ;� �. ._ _ �_ I -- - - - + --_-__ �- I -� --�--___..__--� I -�_-� A-�p'•�• - -- � - -- -- 4 -r.�i. LI N��t✓ �'EST 5 �� ' S I m - - --- - _ _ _ . G I _ + ; I \ '•.,�� I PEIZIM�Y>:fz -_ O : 20 : z° I ,"/ I LINEaL FEET 239.x.` Z�9.21 w - I \ - \ CL = i °: I 12 I I •� I ''S " I LIt EI k, FEET G� Z 78.81 443' I I - °' o I I N pt�NIU� PI�'JIDED 12 I I I I n � � ■ r ! r I cn 8 a „ _ roTAl. AKF of 2.,888.5 Lu 277 �.5� ' W 5 1 I•.i AL-L_ C@ I'E�I M�TfEfZ 0- 1 � i 17 N 12 R3. R2. TYP. C I �. \ v RS. ------ --- J A p O�! / � 1 ! o ■ I I • I a. ...-- +_ +. _._._-- " I -F-.. �___ - ^tom,-k r �/1 ! JJ✓. J - - --• .�-. -�__-.-_ -+• - - �\./ F a 4�E�1 I N t77.7 I ; -� A 8 0.1 -_ _ -- ---` I �I 1 SPACES AT 144' • ■ 1 I -.--- _ --- 1,42.3° I,S�O o ! IUJ (� ; , �1; PKovIDED I ; :I.E. (TYP) _ LL - \ - 2 �' ( 243.75 STORAGE A M RX C71'a'r ANGE -7 3 I 54 t I I f 100 F _ M \,� :I E FKOH ol'EN10(A To I /I�o1r1IIIo111Ilssffrffr rrr 1111rrof Blflfs1111/1 IIIrsB1I1 111/fsflr affssflff11 sr1 s11F 1111rf1111f IBs111111s 111 IrIsr11 7/11 x111/111 sor If els rllrr/r/ro11@@ Ira 11/III Bass l l all sllsf 11111 if\11111111frla■sfffff {flf ffrlflafllflllllflflflrllllll fr sells allarla Irsl Bol/till/Irr1@1/ @I/r111rII�B @/fr ' _ 1 larnrulalN1lnrnlauplalnlanrulalurnla�l�rinunla / launla.BIB1/ 5 2'- 0" I o , ( g-7 10116' -- -- -- 10"- � i 1'-``-1'' 13'-9" -- -- 13'_3" -- ---- 12'_3" _ 14'-9" -- -------- - -- _ __ - _ �� - 1,�'--3" .` 10'_9" 1 E;� J„ 91-100, _ 1"- -- �,��,,� I N LET W/ L.'T41 A B B.9 C C.6 C E E. F F.4 G H J PFzir`J�FJT?K V1r' '�.Hl�t.i /" I?Y :>F T1!:'+fRlw, `3,-.5 91-54' - :V JEFFREY PfREAVES 'A LEVEL ONE FLOOR PLAN SHEAR WALL FCOMPACT ULL SIZE SPACES 22 Lr 45 • Q�2 t ,� ,� - TOTAL PACES ES 67 �t1RTlAwO.OREGON 14 '9 NOTE: FOR SLAB ON GRADE SLOPE SEE SHEET C2.1 1/d 1 0 L`,4Tr`_ A R B DRAWN BY: A R. B A I A' B S'-5" 8'-5" 8' -5"- - -- 8'-5"---- - t�„ - - - KVB CAW 8'_511 -- 1 p1, -- - 5 -- t o' 511 8'-0" CHECKED BY: -'--' 511 '-0" 81-011 31--1011 I^ /�'_- JJW -1011 �'-�" /L j2 WA 3'- 10 C73'-1011 LIJ 4" 411 =u hA%•) T _' o REVISION'-',: - 89 a - --- -- _ 1. 07-10- 1 2 08-14-89 + I �J 1 i q r LA P,01 I 1 NO eHlAt46e�2 1 I ( INDEX OF UhAWINGs PA2. 1 LEVEL UNE FLOUR FLAN F'A2. 2 LEVEL TWO FLOUR FLAN 1 }I I PA2.3 LEVEL THREE FLOUR PLi,N PA3. 1 PARKING STRUCTUkE ELEVATIONS - ' F'A3. 2 BU16DING SECT10N AND WALL SECTIONS " N °0 F'A8. 1 DETAILS PA8. 2 STAIk DETAIL I � I CI PS1 . 1 GENERAL 110116 AND S'T'ANDARD DETAILS PS2. 1 LEVEL UNE F('1UNDATION FLAN I PS2.2 LEVEL TWO FRAMING PLAN PS2. 3 LEVEL THREE FRAMING PLAN MACKE NLIESAIIU 6 AsSUCIATES.PC FOUNDAT 1 ON DETAILS 9f9 Alt QtGNiS pE3Eii'J F.[ PS8, 2 WALL AND COLUMN ELEVATIONS AND DETAILS THESE DRAWINGS ARE THE PROPF;;OF U P� PS8. 3 WEST STAIR FRAMING 1�ACNENzIE sAlTo a,,BE USE O r }A CF 1 l J Al AND AR NOT N R, USED T RE O 10� L+AS'I' �1'A1R b'kAP1IN'.a D CFD IN N41 MANNER, EXCEPT WITH THE PRIOP.WRTTIEN PERMISSION OF N/SA / 1 ).A CJ's - - 2 i �L f'A I 1 1 I I 27 II - 3 _ c -� I2 . 1 2- - PA 2 I -TI P A 245.0' PA'L`i - � ,�, ,� g<a a, 14 em PA2.1 .� 1 EXIT STAIR - LEVEL THREE � - `��' EXIT STAIR -- LEVEL ONE 1 EXIT STAIR -- LEVEL TWO - --- - - --- a Fr � _ -- _.._ � --- - HA2 . 1/411 ., 1,_D1, � 1 ,IOEi NO. (nom 1/4" 0 1'-0" �[ n - 1/411 p 1'-011 '_.01 P?88 /97 OF 87 �� N0- 73 -, ��uulsAaar...+ e,--,..,,•,�;6.w..•...,....�.•,y.r..r..v. •w+. _ ...._.......�.w..._..,. ._-..,....,-. _ .... -.. .... .w".rluw.fwlu.r......�..w■ .... ._.�..-,,:....xn.....,...R,:�.,.e��.,...v�.....�._....... I Its FII III 1111111 III Its Its Its 111 III 111 III 111 111 11t Ii) 111 111 111 111 111 11 111 III It11111III11111I1111111I111I'11�II,IIIIIIIIIIIIIIIIIIIII1111111I1111111IIItI111llllllll • - i 3 4 5 6 7 8 9 ---- IID 1 I 12 NOTE: IF THIS IA ICROF I LMED 1` DRAWING IS LESS CLEAR THAN T141S NOTICE, 1T IS DUE TO THF QUALITY OF TW ORIGINAL - -- -- Y DRAW INIG. Of. dz 92 12 92 92 ►2 E2 72 12 02 81 131 /.l 9! SI HI E1 21 11 01 6 9 d 9 S ► E 2 1"•1'" 11NItnIIIn1I1n1111nIuHInt1IH1111u1�IH111N1111NIt111luuluuhuduuluHluuI111111111I1111.I1111�I111I11U�In111111�111111111II11111111I111A�NIlIr1111nIi�1nIIUUIInIIuuIIIIIInUIIUrhlltIII11�UrILNIhNI{NII{IIIIIIIIIIIIIIuIIullUlllii{1111�1I11UI1NIINlIIlWI11N Arr ' r 1 .APRIL 11 1991 PC E E. F .a G H J +KEYNOTES - 18Q,�, �- _ - 1. FULL HEIGHT CONCRETE RETAINING WALL. (8" THICK) _ ___ r-w - --- ---- -_- -_ __ - t ._--- - - -------__- � RETAINING 16' 10" - 27'-10'-.__ �' -0271--0" " 27'-0„ 9'-10" C1" - -_ _ _ __ - - 2. 42" HIGH CONCRETE WALL. 5 5 _ ` 81-8 3 4 J 3. 6" WIDE X 42" CONCRETE SPANDREL PANEL. 7'- 8'-0" 2 2 Zq 2 1 _ 4. CATCH BASIN, SEE SHEET C2.1. 10 r� 3 _ � 7 2 ��h� 1 � 5. 4" WIDE PAINTED STRIPE, TYPICAL. �1 _ , II o - r 6. NON-BEARING 8" CMUWALL, TO STRUCTURE ABOVE. -�---- - - - T - 1 7. TRENCH DRAIN WITH STEEL GRATE. z 1 __- -._.__' - - - ____-_ - -- - - --- -_ ._ .•-�. - 253.83' 1 OU � _ rt_ _. 253.83 �- Q IZPA2 J B. 10" X 20" CONCRETE COLUMN, TYPICAL WITH 6" X 45" SQUARE �' o - - �� SP I cS Al 9' 0" 72 -0' PA2..2 COLUMN CAP AT ALL INTERIOR COLUMNS. ao i = I ` I _.�--- -- --- -- - - -- 3 SPA E AT 9'-.0'' 27'-0' -- Q t°I 14 P)9 2 �PA I + N 9. 6" RAISED CONCRETE SLAB. �.� ^W Y I 1 -I STEEL. GUARDRAIL. C = W N Wp I 14 - - T- --- ' j g 14.'� ' 11. PERIMETER DRAINAGE SYSTEM, SEE DETAIL 4/PA3.2 AND 5/PA3.2. i t� I PAIto NG 5 12. UNDERSLAB DRAINAGE SYSTEM, SEE DETAIL 11/PA8.1. u� Qa p C900 N �' 3 z �D 4 I ' �- - r- - - -; 13. BICYCLE RACK, (2). ACCOMODATING 18 BICYCLES (9 EACH). �`� m x o -_-- I I 1 I <2> __ �. _ - _ - I ---il 0 ;- - _ -- -- +---- - I +------ -- 14. 8" HIGH LETTERS WITH 3/4" STROKE - PAINTED. L1I rn a \ 21,x83' �� 3 -01 I I 15. 36" HIGH CMU WALL. (n W L6��N r -- - , 7'' J N 16. GEOMETRIC CENTERLINE OF CONNECTOR STAIR, / l I 17, 6 X 7 PR HOLLOW METAL DOOR AND FRAME IN 6'-4" WIDE R.O. CZ5 b ILS � - 1 = 18. 6" PVC PIPE. 19. 4" DIA. RAIN DRAIN, 1 GRATE - X I I { 1 I I � W I 1252.5 j i N 20. 4" DIA. OVERFLOW DRAIN PIPE, DAYLIGHTS 8' ABOVE LEVEL ONE SLAB. � Il I I GRATE _ 21. FLOOR DRAIN, SEE DETAIL 15/PA8.1. 21 I { 1252.5' U it 22. MASONRY BEAM, SEE STRUCTURAL DRAWINGS. z 23. 20" X 2U' Y 30" LIGHT POLE BASE, SEE DETAIL 14/PA8.1. r_ I 24. CMU PLANTER. r Z Q , 25. PLANTING ON GRADE. U _ 1 i + - - _ +- } _ a_ I _ __}__ _ O �-- Lu to V) 4 _ pn:3. o _ - Q { I 11 SPA ES AT 8 -6" = 93 I - Ix 1~ / I o - _ ,o cn@3. w O O \ I O \ - - -----�-- -�-- -�F z 253.83' w I I U �PR3.1 N I o 2 uj RPA I I�-I--- I4 W a_ v r I d. I II - a - II 10 I I 8 8 s I I II II � I I II II I 21 I I I rj I I 1 1 -G l I l I { `1 I 14 I �o I I i I I I I I N GRATE I CRATE \ 252.5' 252.5' tV 8 w ` -- ----------- 44'-9 a 0 I I I r Na 2 Q 5J PR2. 253.83' TYP. -- I 1_ SPACES )'--Q" = 144' 0" _- - - - - - - -- - - - >uj 0 J SHEARUL WALL 253.83' \, 253,83' 253.83' , . 4 3 2 Pn3-:2 2 PR3.1 10' 12'_3' --- -14'-9" -- 10'-9" 1 9'-10" _18'-0" - .9 C c.s D E E < F .a G H J B � 1EFFjREY P.,REA�'CS ,rrti� FULL SIZE SPACE'S 44 j LEVEL TWO FLOOR PLAN COMPACT SPACES 22 `vr1��U.uR�c,ur�Q 1/ail 1 t_d�� TOTAL SPACES 66 y�7ti _ cc,, IN DATE: I DRAWL BY: A, KVB/CAW CHECKED BY: 4 REVISIONS: 16 � ° 10 1. 07-10.89 00 �' r Y4.: , I �'• 08-14-89 0 245.0' o # * ,rj 3 . 0-9-89 248.0' tx \ \ /c9, u,, 69 1S > > 247.5' <\ <\ I< f ''' '� }• r BLDG. ►O ?+; �`SJ> / r, AT .,G. lAT BLDG 0�7 6' 14'8�i `�,, 16 i { ; M _- MSC%EN2If 5►rtP6 EFIVEVAtES�` I _❑ � 1 _ ^ �„�- �9y9 ALL RIG-ITS WESE PVEU THESE APE E PR «Y:,T• �� A M ARAWIN65 NOT 0 BE„USED�REll REP��0 WACN ENZIE15AR0 k ASSOCUTFS. PC M EE :0- D CED IN 1�NY"AWINER EXC£P1 YIIM THE PRIOR WRRIFN PERYIS�ION OF W/SA Al SHEET r _ -- P A 2 . 2 STAIR -- LEVEL ONE CONNECTOR STAIR -- LEVEL TWO 2 CONNECTOR STAIR -- LEVEL ONE CONNECTOR _ __.__�� R2 1/4" 6 1'-0" VA 2 1/4" JO© N0. 1/4" 1'-0" D rLF:I�I.E1 1110,- ,�'=�.I 10 P28g69 7 _ - I 74 SII._ E!' f'I ►11 111 I , Ili , , 111 I 1 Ilr 111 111 I I III 111 111 ► 1111 �t tlt , t 11t 1I► Ilt t ,1, ,It Iit 1 , 11, tit 1 1 1�1 1 , il,l, , III I , 111 , 1 1111 1 , ' '► 1 1 I ( I 11 1 III I I III I 1 III fi I I � 1 I I l I l i I t i l i I { ! III I I III I l l III 111 1,11 1 1 I I 1 1 111 11111111, --...---•...- •�• ;1 2 3 4 5 6 7 8 9 10 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN irr THIS NOTICE, IT IS M1E TO 1'HE QUALITY OF TIE ORIGINAL -_-" DRAWING. OE 62 62 12 92 92 02 E2 Z2 IZ OZ 61 131 LI 91 SI bl CI ZI 11 01 6 o L 9 S� r bI Ef. Z ►""" 1111nuhlnlunl„uh,,,l„uh,,,h►u6nlln11I1»Ihnlhn,III,16„111„d,Hduuhndlwluulnullullmllnulnuluulf{ulunlulrinll!»nI1111IIIIf11111I1111I111(IIIIIIIIIIIIIIIIIII�IIIIIIIIIVlIII1n11Nnluulfnflnuhwlllmllllllulb►ulLllhlnlrlulnllllWhln �` . , APRIL 11 1991 ?0, p E E . F .4 G H J KEYNOTES 0'-'' _ - - - - - -- - - - -7'-0 __-----_' - 180'-6" i. FULL HEIGHT CONCRETE RETAINING WALL. ( THICK) _ ---- - - - � 2 42 HIGH CONCRETE 2 -- _-� - - 27' -0" -. _ __- 2 '_0" 9'-10 _18 -0 _ __-- '� RETAINING WALL. 10 '- 3 5 3. 6" WIDE X 42" CONCRETE SPANDREL PANEL. -- --- 2 ro pP3 I PA3. _ \ \ /�/ 4. CATCH BASIN, SEE SHEET C2.1. SIM. ��. s 5. 4" WIDE PAINTED STRIPE, TYPICAL, \ 25 6. NON-BEARING 8" CMU WALL, TO STRUCTURE ABOVE. 1 - -�-. _._ __ - _ - - - - -- T L RA / y - �- - - -"- - - - T 7 TRENCH DRAIN WITH S E GRATE. V ? _ - - - E T �262.33' 262.33' ZIL233' I _. 8. 10" X 20" CONCRETE COLUMN, TYPICAL WITH 6" X 45" SQUARE �^"� o COLUMN CAP AT ALL INTERIOR COLUMNS. / 3 ? 2S ° - I I 262.0' �/ 60° 9. 6" RAISED CONCRETE SLAB. � w w N I 1 I I 1 \ 2g I 10. STEEL. GUARDRAIL. (n - r S AT 9'- 135' 0" _- � - ---- w cn T - -"- -- - - �` 60° 11. PERIMETER DRAINAGE SYSTEM, SEE DETAIL 4/PA3.2 AND 5/PA3.2. i 12. UNDERSLAB DRAINAGE SYSTEM, SEE DETAIL 11/PA8.1. w Q U O N--- E 13. BICYCLE RACK, (2). ACCOMODATING 19 BICYCLES (9 EACH). � o� .. `2st.83� 262.n' _ 14. 8" HIGH LETTERS WITH 3/4" STROKE - PAINTED. �,�.�� rn ...L n z 2.33' 3'-0" \ 12" 4' -9" ` _ 15. 36" HIGH CMU WALL. v �G -_ - 16. GEOMETRIC CENTERL4NE OF CONNECTOR STAIR. _ ~, S O I ' N ¢ ici O I 1 7/7 17. 6 X 7 PR HOLLOW METAL DOOR AND FRAME IN 6'-4" WIDE R.O. 06 a o a_�lj PA 2 3 I �.� I -- 1 18. 6" PVC PIPE. R3. ( GRATE I I I 21 I I -- - - I 19, 4" DIA, RAIN DRAIN. ouj I l I j 1261.0' a I I In - \ 2S �► 3.3 / C14 20. 4" DIA. OVERFLOW DRAIN PIPE, DAYLIGHTS 8" ABOVE LEVEL ONE SLAB. N I I - - in 'I I GRATE ��. , 21. FLOOR DRAIN, SEE DETAIL 15/PAB.1. a: 6 I 21 \ GRATE_ I I I I261,0' \ - I I _GRATE j� 261.17 I I �� / ?.2. MASONRY BEAM, SEE STRUCTURAL DRAWINGS. � Z { ( I 261.17' 24 �'"/ IIII �� R3. `-S 23. 20" X 20" X 30" L!GHT POLE BASE, SEE DETAIL 14/PA8.1. z ;� I I 24 W w 24. CMU PLANTER. O Q ��II�_I_I, _�� \ 11 - - - - - - 3 I_ ., _ L� - I I - _ I___ _ l 3 7.5. PLANTING 0 A GRADE. - IIT"i - 26. EDGE OF SLAB. B. W ,I 21 4'-0" 6" 27. STANDPIPE. }" q / I i o 6'-10a PA!!3.J21 - . -- 25'-0.I I I I `° 4 . b - 34'- _- �a . a- = se moo." I O - - _ - - - / 28. SUSPENDED CONCREFE SLAB. �- 0 �� I I { P e. 23 s 262.0'- ` \\ R / 29, CONCRETE CURB, co - [T] 1,1 262.0' I I I I P. �A� a. ��-, / 0 30. CONCRETE SLAB:iN GRADE. Q p I -� _-. - .+ Z o `� C 'I -. _... _ I F_I - - -- -- �- - - _ / I 31. 8" CMU WALL, SEE STRUCTURAL DRAWINGS. Q w I 1 1 L- - _ - i N 'R - r Q III r-- 24 23 I - 32. 8" X 24" CONCRETE BEAM. V N �y e � >r 262_33; w 24 a: 21 33. EDGE OF OFFICE BUILDING. 3 a I s W U N 21 I I I o o i rn I l 14-0' ` = • - - - -- - / uj 4 - - ---- - II 0 Ij ii __ j 11► ► � GRATE III II 26117 I I GRATE I I us I \ I I 21 I I i r N I 261.1 T GRATE I CV -- I O / `�. 261.0' 1 1 / I N I \! \ -------- ----- W Z 12" CL 1 262.33' 1 d�o (1 ) SPA S Al '-0" = 162' 0" J 6. - - - --- -- - _. I1� J W LL U 262.33' I 262.33' ' 7.62.33' O 4 _ PA3.2 \PR3.1 - 10' 3 16'-10" 411 1'-911 15' - 3' - 11' -911 1,' 'A' 13'_3" 12'_3" -14'-9'__ _10'_9" 16'-3„ _ 9' -10" _ - 18 _0, -_ - - - - - r t ,� A g .9 C C .6 p E E . F .4 G H ' �'�1 FFRY P.R S FULL SIZE SPACES 42 • LEVEL THREE FLOOR PLAN COMPACT SPACES 26 LAN EEGON TOTAL SPACES LEVEL 3 68 LEVEL 2 66 LEVEL 1 66 OF DATE: TOTAL SPACES LEVELS 1-3 200 TOTAL FULL SIZE 130 DRAWN BY: TOTAL COMPACT 70 KVB/CAW/STS CHECKED BY: JJ•IN REVISIONS: 1. 07-10-89 2. 08-14-89 3. 10-9-89 No lrIANlvF.g ,;c tiA1tQ E FRVED tES v lwT5 AE3EAYk0 THESE UPA.WtNOS ARE THE PROPERTY OF ENZIE(SAITD h ASSOCUTES, PC A ANb AR NOT TO BE USED OR RE O D CED IN ANY MANNER,EXCEPT WITH THE PRIOR. WRITTEN PFRMISSION OF N;'SA SHLLI PA2 . 3 'A ; ,.N JOB NO. 7-A2 ;-LRMIT NO. 8"a.2t�1, , Co. ,-- P288697 r. 75 of e7 Y� ._ 1 1 ��11111 1111111 111{111 1111111 1111111 1111111 1111111 II111�1 111111 IIIIIII 1111111 Illlllf 1111111 111111 lliiill 11i11�1 1111111 1111111 1111111 1 111 1 t 1 III 111 lyl 111 111 ►yl 111 r? __, 2 3 4 5 --- 6 7- 8 9 10 I. 12 x A NOTE: IF THIS MICROFILMED 1 THIS NG 15 NOTICE, 11 ISEAR DM THTO AN e, THF QUALITY Of THE ORIGINAL - DRAWING. Of. b7 82 L2 9Z 5Z b2 !ems ZZ 1Z OZ bl 91 11 91 SI rl EI �) 11 01 6 9 1 9 S b E - 'M d!11111111111111N1ut111n11ntthli111u111N111Ntllliltllt1J11H11u1k1u1nu11u,IfNIIIIIIIIR1111111111I1nuh1111Nn►NIII1111IIII{IlNllllhlltllllllllrulhlnbuduululllulllludllulullhuillu9l11111111b1111n11►UulnuhUll{�I(jl,ulluduu�l�u11h1uh1nlll�ll[ln �' it ` APRIL 1. � 1991 � 1 KEYNOTES 1 0 �8� t 1 � r 1 ` \ 1 t; 1INCRETE SPANDREL - - ( fi +,++Ni,IiN.TE WALL 3. f;' 1.l N(,lil,TG WALL 1 -_ FINISH GRADE ::u" CONCRETE '(:�r,IIMN. S J_ LEVEL THREE 262 4- -- 4 4 . 8- x AT PERIMETEfi - I S'1'ktICT(IRAL DRAWINGS Q � I (?F t^1 OPEN i t ` C()Ni:kt•:'1'1: STAIR (, OPEN P I I� I 6. METAI, RAIL G� I 7. I,UNi'KETh: FOOTING Q-. cN 8. RI:VI:AII, EE D1TAIL "3/1Att. 1" LEVEL TWO 253'- 10' _ - '+ 4 tL I. ___.._-__. __-__- __---_ i _ O M AT PERIMETER. 1 - 9, 1 /, JUJ NT, WITH SEALANT AND BACKER ROD (n Q o I 10. 2' -II x 2'-0•' C'ONCRETE PIER FOR ENTRY UJ x G n .41 I ©1�RN 04 I{�� 11 . F t►;I:.1( 1;kADE LEVEL ONE 245' 0' 12. 5 ',;A;EL L ^- L(I;1,,AVf`L L YFu w Q i -11 14 F'1 FABRIC rn AT PERIMETER _ - __._ -_ ._---- _ __ -_ �. . _ _�__._ _� _ _ _ 15. 4 +'I NCRFTE SLAB 1". z x 16, CLL:AtJ FINE TO MEDIUM S;IND. COMPACT Tr' zo 004 •. c7� 9:::4. :,;ANDARD PROCTOR M'IXIMIJM DRY Lfi11SI7Y W uw `7 ) 'I 17. 1 1.' DIAMETER MINUS ;RUSHED ROCK o 18. 4" 1,IAMET.:R PREFOF.ATED PIF'?, TYPICAL U7 J vo 3�� 19. CONGNETE WALL, SEE STRUCTURi L DRAWING:i U Q FOR kFINFORCING Q 20. SEE "4/PA3.'2" FOR PERIMETER DRAINAGE EAST ELEVATION _ _ 21 . CUL(IMN (;APITAL, S?,% STRUCTURAL DkAti,ii"3 • F " 22. CU( WWINATI? SLAB SL,'' WITH A3CH. PLANS, PA3.1 _.- _ -- 1/8 1 -0 TYI-•tl'AL 2:3. WA'1'h:kPROgF MEMBRANE FI CK UrrF5kIE1"MEN'r 5 y+r�D�v� GpNlh-I. G p E o> < 2 1e�,� W PA U - - - v' i-'D b' I O tl Ic7 i 1 �I` 3' , IV , ,� 5 �' + ..w ID d 1o1j , + �' g - {v I� >, Ic) �n 10 1° !�-''7 ' 1 •?, Ic ,�. 8-Z ! • 1 �7 G 8 `2 �' . _ � a-'ham >r� O (do1 a,,e, 1 5 s v �4 I C4 cc 0 to LEVEL THREE 262'- 4' -Ar�ERTra�E7 E R __ _ _... OPEN F. OPEN ) A, OPEN (q OPEN - �fif. CD ..p N T In 7�4 OPEN - - cr U Q W 2 LEVEL TWO 253' 10' AT PERIMETERF,�•I ( I - �---� _ - _ E'EN nOPEN ,S �o uj U �.�'� _ _ P 14 � j oPENcr LEVEL ONE 24S'- 0' -- ------ -- �+-- '- �-.. ----� ADE Q I III - r. ,�,` AT PERIMETER FINISH GR LEVEL THREE ENTRY LEVEL TWO ENTRY '-7 � .31 LEVEL ONE ENTRY 2 NORTH ELEVATION PAg.1 Z O I 2 � 5 � ~ Q I• II 01 - II�� to io �, 111 Idl {� 11 I »1111 to ( �4u 6' 10 1i< 6 g(4 - m - op LEVEL THREE 262'-• 4' __.-- AT PE RIMETI'A V3 Q OPEN"S-� OPEN i r/ OPEN OPEN Pte' TYP. \vim LEVEL TWO 253' 10 1{ - -- - AT PERIMETER ^O, OPEN OPEN CPAP 7 OPEN OPEN 11� I i LEVEL ONE 245'- 0• - - ` - _ _-_-_. _ _ - ___ -_____� - - H GRADE AT PERIME _ - _ --- -- FINIS - WEST ELEVATION PA8.1 1/8 V-O" Y 1�•, -----. _ ___- _.----..__ PAYVN[A - o ��k ID ` IJ 'IYag _Z 1O - ID •3 5 6 -21 8 - !Ip'' , dI p IDrIo" Ip,- j �1 -i© ID' yl Z� I- x•11 �- �.1y �� _ P� 1 _ PJ"' _Z @•2 8-s a•2 8 l -2 8 - - -- - -- - - - -- - -- - -- _ - - _ -.__ ( _ I o t3 l ,-k Y 51 07-10-89 LEVEL THREE 262'- 4' - ------ 2. 08-14-89 AT PERIMETER _ o I2,_ FINISH GRADE :S. O-�'�9 Y n OPE , OPEN 8� OPEN Pi:a, ao.�. OPEN OPEN OPEN OPEN11.4 AT 9sEt�' J r. LEVEL TWO 253'- 10'� I AT PERIMETER ---- - - - L d O OPEN OPEN �� OPEN ; OPEN OP1N -- -__ __ 1 1 ED ONE245' 0' � ___ _ _ _. ___ _--._ ___- . �____ _ __� �_.__._ __.�-__�.�. � - _ VEL �- - ----- rt- - _ ��___. ___., _._ ___ • - - -_- _ - .. ro l ns Ci ( ' RV AT P l:R I M E T E R 4ELEVATION PA3. 1 SOUTH L�Ao.. i ,F 1 /80 V-04 r,r--,:MIT NO, 891266 p )()B NO 28E�697 �cv AT s 76 OF F+ ' n wllll4F lff PPiNi l"I •1]00 � .. _ _. _ _ .. ..._-...-- ..;'Jr#ritJ�.MS^�' .. .. ,,,. � .... ......... ......._.....: .... ,.-.............-.�..�.._w...r...ai•w..«w... ....,r'�'�r. "^.^.""�sFiiMww•ri'dY+kR.wraYw.:Nrwa9,WIMM,+... .,..ro�M/MIYII .....w•.•+wn......._..y,M�Me:.nr..+.0 � � IFlil`IIIIIIIII111111'IIIIIIII'111I111I111I111I111IIIII111I1111111lip III III ti 1fI111I111I11fI11111I11(IIIIItI(VIII(I(11I(II{(VIII(I1((I(I(I1((11(+I+I(i(1({illll((Ic(+I1111(IIIIIiI(IIII11 x r 1 { 2 3 14 5 6 l 18 9 II ,I 10 I 1 12 NOTE: t F THIS M ICROF t LMED ORAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL - -- - -- - k DRAWING. OE 62 92 LZ 92 SZ V? EZ 7,2 1? OZ 61 91 LI 91 51 III, EI z I1 01� 6 9 L 9 S 4 t 2 1 F(IlunhulluHlnuluulltuluubu1ln11111uIugluUluuloullluluuluuGRIIUIIIUIIIUUIIIIIIIIIIIIInInnIInIIUIIIIIIIIIIIlI1111IUI1I1111IIlIIIIIIIIIIIIIIIUIIIIlII111III11I1111I1111I1WI1WIUl1InuIUIlIII11II111II111IIW�l�llll�lllllllllUIIIIIIIIIIIIIlIUI1111 - rt APRIL, 11 1991 ' `' Z c �.� KEYNOTES .� �- / � ENTRY � I% 1 . 6" I:ONCRETE SPANDREL _ - 2. 6" CONCRETE WALL —_..__- _ ��_— 3. 6" CONCRETE WALL LEVEL THREE-262'-4- _�_ _ _ ;r - - - - 4. 10" x 20" CONCRETE COLUMN,, SEE " z RT PERIMETER - — s-- I STRUCTURAL DRAWINGS `'-��..1 (5 OPEN ( OPEN , OPEN OPEN - ' L ENTRY I 4 5. CcINt;RN:TF� STAIR 6. METALRAIL Q �o 7. CONCRETE FOOTING o 0 y�L YELRIMOz2553'- 10' I I _ I ___r _ _�___-�e-_ _.—�_-__--- - __-� 8. REVEAL,, SEE DETAIL ' 3/)'A8. I " � w m AT _- - 9. 1/2" J1�INT, WITH SIs'ALAIIT AND BAL'K1;k ROD x 2' -0" CONCRETE PIER FOR EN1'kY a �;F': - OPEN I `(Z i\ I CANOPY w `- - ENTRY I I \_� 11 . FIN16H GRADE f " z I� I I U zIrLJSLAB LEVEL ONE=245' 13. 6" GRAVFLAYER ' 14. FILTER FABRIC zPERIMETER . tFi O a - , -71 16. CLEAN FINE TO MEDIUM SAND. COMPACT TO w Z II `. 92% STANLARD PROs" )R MAXIMUM DRY DENSITY u m oo o 17. 1 112` DIAMETER' MINUS !' :UCHED ROCK U r v 18. 4" UJAMsTER PREFORATED PIPE, TYPICAL 19. CONCRETE WALL, SEE STRUCTURAL DRAWINGS Q Q cc FOR REINFORCING � 20. SFE "4/PA3.2" FOR PERIMETER DRAINAGE 21. COLUMN CAPITAL. SEE ST iIJC DURAL DRAWINGS /^ BUILDING SECTION 22. COORDINATE SLAB SLOP WITH ARCH. PLANS, 1 _ _ -- - 118" 1'-p" 23. WATERPROOF MEMBRANE PA3. w U z Z z WO U0 w h Q w CC Q r� O � V I a 'Q U Fm 1 1 O,1 I coo z I d w ~ �. L) Ir .I Izz} w h a I \N Is 16P �. 212,1 4�! (r-DAtt 51M. T/CONC. T/CONC. m T/CONC. _N 262'-6' � 262' 4' I I N I 7 � I i 10 Z ( I Z _" � O I I -�, I � zi w N y T/CONC. \v I TICONC. J T/CONC. -- I - 253'..10• J - - 253'-10' 253'-10' �ITP :l1 r p ZZ I r' 1-4 c2i3 _ UATr Z �1RAB� JVN 90Z HEcKEaI�� Of HE VISIONS I 1. 07-10-89 5 22 I 1 Z - i7> 1Z1 zo 2. 08-14-89 I I i4 I _ NO CHANGES •I 3� i4 22 i S I'F I'S 15 III �,f1 G^tAtia T/GONG I - e ! ----------- — U- 245' "' I - t 1 •I _ - i MACKENIIE�9At0 6 ASSOCIAIE� n — w—� � -- -- • '989,A11 RIQNTS RESEaVED ' 0 ' — • • ..._ ' •.I+n •a, ',.! Pall►/a' na at r�r 7 SHEET. WALL SECTION 3 SECTION AT INTERIOR COLUMN a WALL SECTION _ _ sWALL SECTION 2 PA _ - - I �F'A1. 0 '1I�PS pA3.2 3/4" 1'-0" PA3.2 3/4" : 1'-0" PA3.2 3/4" 1'-0" PA3,2 3i4" 1'-0" Q 3. 2 '� co ,2 Z JOBNO 1-' V ERMIT NCI, 8912b6 o 7 n Q V 69 �t T s 77 n1 G� .yT AME Ilf epmt A K p a718s 1 ,. -_ ...«......-w,.._ _Ili ► I Ill..'-'..III � � III I I III I I III I I III III 111 I 11111 t1 1111111 I III ( I III„�,.,Il.l,_ ,.... ♦ I 411 I ( I I I I ( I t ( ( I I I 1 I I I I 2 3 4 5 6 7 8 9 10 I I 12 NO1E; IF THIS MICROFILMED — DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE FO THE QUALITY OF THE ORIGINAL ”"— DRAWING. OE 62 B2 L2 92 SZ fo E2 22 IZ OZ 61 91 LI 91 51 b1 EI 21 II 01 6 9 L 9 S b E 2 1"•A" - . l►IllnnlnnhlnllnlllnlhlllhRllnllbntlnnlmllnuiHulElull,uhlIII►allnnlnnlnnluuln111uulnullndnl+lmllu�IIInIGulluldnnlnnhul�lulluulul►InnllndlolluullulllWluulunhullnnlnnluuhJJ1�►IdjMr�luublu�ullJJnlnubul�IWIIUI . APRIL 11 1991 G-16 X3/4 -54 'I ^ _ e_E�AMFar_, rYP Y (y ;�OF.'G. SI'AhII�K�GL Br�.C�fCEI2 FZOD $ SGA_AN � - - m Pv�rvrl EAc -r SIDE T"o� of `-'� IIZOD �acr-i =.6•GE d GoNG�E rE �P�NJ�EL �, � . J/.c). � �'I`.�� G�I�•II;L.S - ' • I `'j - Ill' ��U clo Z7 P�`� o,c, _ 5I-oPE sL.L rc; t��iD@ TOP �� SPru�1D�El_ } ! WP•L L., C%1� SL_,�25 6i c, �` `-�` eD�e , r- LTE+Z F,..ple c C1A. 8 4 s►Y R E x CP F-- f✓r,R.� Nc�, r Zo GcNc. tC�L.. I - C� � N 3 w G�-►o r-�I E fZ T�r P, t Z a m ujm --- - , W -- GaNG. 51Jo.N�rtEL — _ W G otJc, o l�•P +.G1- s L-0 PPE Uj Q zz LL" I . C? D w2 n.I ( /A4 PEW, �T j �- J �,' Frac. ``�PAr�IDREI_ F�►NE�.. _ U EA_o Q 0 c7 LA- LU LU u¢ Q 3 g C\ { ¢rn 1 SPANDREL DETAIL 2 SPANDREL DETAIL s TYPICAL REVEAL DETAIL 4 SPANDREL CORNER DETAIL P L A I'v T E R ^E T A I L ��W �PA8. 1 PA8. 1 —^ — — _ " " 3" 1'-0" PA8.1 " " " " !c 3" 1'-0" 1 1/2 : 11 '-Off PA8. 1 AT LEVEL. 3 1 1/2 1 -0 PA8. 1 .� 1 1/2 1 -U z z Z _ � I Iu SII 311 III - _ w O w �• ____�- _= GO'�+G SP/�r`•1D2`.�L �6✓El.r 2 GO!�+G• JEG,[. W Q CC 0ff VI6� W14) I/LII r?0 Q �(� • .�� '� >•�S116,14d' ` IAc 5� K 12'' W 3%'�.j1 WELD vTUD'S ,� �'' O.c, •� 8`' o,c. N1,.►.)., ��/�`IF�' bEIJT bAl�. , � � F- o-v - Z oo z .__L3 r.� x j<} " II-Gj1 i� giI OG, "�A.�. { _� I E,A4H S nC-- of �JALL _ ---- T 5. 6"x Z l x :/ibll ` ,i Y �.�LL, SEE 2/aoP•,1 W/V14, END Pl.-ATE ccW. — QW a M � INP z 0 GONG. GOL.UMN 3EYOND �_,t1 _ OF 1 F P s SLAB EDGE DETAIL , STORAGE ROOM WALL DETAIL a CLEARANCE SIGN DETAIL 9 PAti.1 3" l'-O" PA8.1 3/4" :1'-0" PA8.1 - 3" : 1'-0" PA8.1 PA8.1 r�EINra�ce 4'-O`I G.G.INVEIz�- cs,v_ojrEpHOR1Z I� �I - vrcl��. $. r=�crx�' r FLco� DIza,N (Ms*IN o� 4L-LL 4 �.Z� 5 rs= 4�Il l-0" O G, IN I ` O\/�2FLOW� GA'S"T IISI SI.A�, - I-IC�RIZ, GtRoUrEv �dND PE.�•M INTO cc�NG. ,.JAL.I_ }_ t..l Cs{H�' aoL-E l20') I �+" O.aT�.ET �•+/GAUt_IL HUpj' GL.E.r4hJ, SELL- 4::xFK.4-r,>IRRD /Z' TO Tx O a✓iE�/E S ZE. DG7WEL. iG M.sTGH -'EW-T pErst7(2. G,RA�/EL- IZE,No� l� II�1Gl 8 GANG. Glie l-) +ED R.C>cW-' - ! # STIZi..G7- - 4 PEIZROi2A� Eta PQA►'hJ /2) 4 --c,�NT �— �- I E Pr.P.I�I FnR L.ocArIA�N II L_ ' � i -F31 GC�r.1C, PG%LE Gt�t�.lG. DECK W Yo.YE.�t... _ -$ { - ' FILTMIZ Fa.�K.IG _ .....�� • _. --- �EF� E 3Nar5 61 p)i dIG. '(IES e -TOP41 ' \ b • • 1-_ T —1__ ` {{ D Poor, _ • I�� j I I, -4 •4° PIPE -ro c�l..i►�15Po1.JT SUB SLAB DRAIN DETAIL ri z STORAGE ROOM WALL DETAIL ____ , 3 CMU WALL DETAIL Y 4 LIGHT POLE BASE DETAIL 1 112" 1'-0" 3/4 1 -0 1 DRAIN DETAIL " ` " PA8.1 1 1/2" 1'-0" t 8.1 1 1/2" 1 F-0" S�A8.1 3/4" 1'-0" PA8.1 PA8.1 I,AIf DRAWN BY I_.NE�.KEDB�Y �� ' -_2 _` REVISIt?N' 1. 07-10-89 2. 08-14-89 NO CHANGES 3. 10-9-89 NO ar+ANme_r, MACAENZIEISAITO A ASSOCIATES Y' '409 ALL RIGHTS RESERVED • F'�f nAAWiN II5 AW 'Hf RR,YOE"` 'r MAI.Af NZIE S/•' A SAS ANO ARE NOI 'Cl[If ;SE[ fIR Rf OUCEO IN AN'MANNFR fXCtkY WIT" •'I ARIOR WRIT YEN RERMi%S11)N0r M Sr• SHEET PA8. 1 i 1{ 01 gal JOB NO 288697 PERMIT NO. 891.x:66 JG s R 78 OF 97 W II I AMF TTr MINI A H f•M/9011 Gar".- _...__...,..Y.AAYrYw...... ... .-'�,'.�.�-�-'�'... �w.�,.n..+�.,A..w�-..•..r-'-.... _. .,__ ......., ..: ....... ,:.... .. .,..v....... ._...... ,. �,.., .. .... ..... _-_`_ ..�..� •- ! � j1.�;I,II` 1111111 1111111 IIIIIII 11111{1 1111111 1111111 1111111 IIIIIf� rltllll tllllll 111111 IIIIIII 1111111 IIIIII11r11�111 IIIlllllrll'Ili tlrlrtlltltllll tl111111111`111 11111111111111 _ - ' 12 NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 9 IO II u DRAWING 15 LESS CLEAR THAN THIS NOTICE. It IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 92 12 92 S2 ►2 EZ Z2 IZ OZ 61 61 LI 91 SI to EI ZI II 01 6 1 0 L 9 5 ► E 2 Yt!Iltlulnn{nttlnttlltnittlt{ntthut{INIINIIII»1IInt{nulnulrudn+r{unluulln1I1111111UIN11111UI11n{u111NnlIllII1111111111111111t11�NIIIIIII�IIIIIIIIIIIIlII1111111111111i1111111111�IW1UUlUIIItIn11uII1111�I11111111111111H911Ulllllililll�lIUIIIIIIIIIIIIIIUIIIIII APRIL 11 1991 "A4';,� Fl�►�r �f'F -4,'f'A b,2 'x012. �� \,` � �%rE 4/PA 8.2 RCK � Ee;.. 241E IgE - :TEE'_ ZA;L SEE CrLJAIPIZAIL ' h�G ��f�A of•2 I�o1G \ ��'AI� ;A� F�'� ��t~E 4�►'« 8,2 FUK \,��.� +{AN . ' `IL CGI�.NC�c � ~'' �•�+I;,IN G��NC� O b o UJ cn fir ---_ Go�G. SLAPS - \ 2Co. Co', PIJ riApE 21v8'•Co" _ \ �� _ "4" o x — - �, o - - \ L1J WO ¢a — -- Z r- RE i UR�1 RAIL m p g t Toole WALL. I I - m -To+'OF pLAI,ITc>z - - --- so bi1GMu MALI. s G ! I��^r' GC�RNEiZ I 1.,, A' Ca7A' 06 's LrI C04-,. e>LAES P A 8.2 le� 4 '•(�" G ui pK RAOC I 0 � - P GMU :.TALL Gift \ \i7ti G-I(ZApt \� r I :,r:*►'zf�:I GIR* Rr , �TRG7R65( � � ui O Z U) w a iCE',URI. RAIL GMU WALL I' tiIPiULT� 1�R:�GI51 _ do, \ / i o co �• I G, W (� z ui FE �2 r�f)l,,!� ,G'C✓ � , �'A .� --GT! C�f� a G�LIAR�2A L Cn��l�� pETAIL a G I•. G'C% z ��1 A'I F�. 5G T G71� PA2 a : PA8.2 "/411'310.011 O --I !211 x 1 i2j1 STEE L TU 6E � 3/411 STEEL RDD, SEE ELEva�TIoNS FDIC I.OGA?ID I�5 i� / 5/I6j1 x 1%2.1' STEEL bAIC, \� EASE PALL I�ES TO I/32'1 KA�GrIUS - TYr fc 1/411 x. 311x 3j1, W EDD LT I � •�\ /' = W ®,. \ V4 411�c 4"x 211 6Lo�IcouT, � FILL W/NoF -s4rINK Q ' �� NLoICIPE FIcEE Mo�TA;IZ �.. AFTr-r, INSTALLIN61 ICAIL. �!L �/Zj1x4�x4" w/CIS 3/411� x.4'I re 1Jk?,PKk1L 5E4Tj00 �,� \ �" ��\` I ✓�� PA8.2 %211 =I —01 JUNE 19, 1989 JJW J JPR REVISIONS \ 1. 07-10-89 2. 08-1 4-89 \ NO CHANGES 3. 10-9-89 Ilio Li• A�{ h., f MACKENZIUSAITO♦ASSOCIATES I' �t. t� Q �J Y //� ,•AQ ALL RIGHTS RESERVED ✓1� (,/I A IJ.L CO� �I ICAL NA(At NJ$[ SA,lo A A\SI�IIAIE5 PL IM Hf SF 11nAVVINGC ARF NF PROPERT• SAI ANC`ANE 40, •U B! "S",OR 11 6�,J� �j F-�L /'�,I PRIC)R V/Ri T'ENPFRMY;If1N(KM SA UAk-,PkAIL. l y/ly OVCCC IN AN•MANNFA 1.XCEPT 1AI'M SHF F I PA8.2 1Its.2 �Aa(z 5 SIT28L.1r m I'T NO. 891266 it --- 79 Or, 87 \ JO NO 8697 -wKLAAMtt1 Mbit&Mp M$lot e .'..:.v:1'+rpx ,:'! ,.. -. , ,:.. n.Ar..ar,.,,ar�:uw.«+r r .,.+-w>T.a.«.-......�+w►+'+wT.w ..- ,..�,ul '�-. _'M� 1 .-wow �' � I 1 I III I I' I1ItI I Itllll � iltl �I I � III i�j i I I I I III I ( I I I I 111111 I I I I I I I �w. I111�1 111 111 1 1 IIr 011 110 1 I 1 1 111 III 1 1 1 1 1 1 1 I 1 I I 111 III III I 1111 11 111 111 111 III 111 111 ► I III III 111 111 III 111 111 I 1 1 1 111 111 ill Ili 111 111 111 111 _:,. 1 I 2 3 4 5 6 7 8 9 IU II Icy M E NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ' THIS NOTICE. IT IS DILE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 6? 92 LZ 97. SZ bZ EZ ZZ IZ OZ 61 91 LI 91 SI bl EI ZI 11 01 6 9 L 9 S b t; Z I"•A•" • ,niINnlNnlunlunluulnnlnNlunlUllilllrlltHlNuluNluNhNihnrlruilNllI1111II111I111111UI�IIIIIII�lII111I111tI!IUIIIIIIIIIIIIIIIIIIIkIMIlI1111IIIIlIII11II111IIIIlIl111I1111III1fII1111111iGlIlIU11IuIIINIlI111111111IIIIlI11!IIHn11111I111lIIllrtlllllUIIIIIUIIII�WIIINI APRIL 11 1991 mow, ..f..fff�.�.t GENERAL CAST-IN-PLACE CONCRETE -� I, GOVERNING CODE.: THE "UNIFORM BUILDING CODE" 1985 EDITION, AS ADOPTED BY THE STATE k0LRLNCE STANDARDS: CONCRETE CONSTRUCTION SHALT. CONFORM TO ACI 301 OF OREGON, AND THE CITY OF TIGARD SHALL GOVERN DESIGN AND CONSTRUCTION. "SPECIFICATIONS fUR SIRUCTURk CONCRETE FOR BUILDINGS". V 2. GEOTECHNICAL: 1NFORMAi10N IN THE REPORT BY fUJ1TAN1, HILTS 0 ASSOCIATES, INC. 2. MATfRIA15: SMALL. CONFORM TO THE FOLLOWING cs FV pa1EO FEBRUARY 6, 1989, WAS USED iN THE DESIGN OF THE STRUCTURE. �I Xw �l�ir-•��Z• �:f r'`p••rli�{� 0`��T�j� ',7 r�s�^�j,�Ic� /�`�1C!'�� I a. CEMENT: TYPE I OR 1l, ASTM C150. 3. SPECIFICATIONS: REFER TO THE SPECIFICATIONS FOR INFORMATION 1N ADDITION TO (NAT i I•ROVIDED BY THESE STRUCTURAL NOTES AND DRAWINGS. b, AGGREGATES: ASTM C33 4. ARCHITECTURAL: REFER TO THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, STAIRS, SLOPES, c. ADMIXTURES: ACI 301, SEC. 2.2, AL1. ADMIXTURES SHALL. RC FROM THE SAM( CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, ETC. MANUFACTURER, S. DISCREPANCIES/OMISSIONS/CONFLICTS: NOTIFY STRUCTURAL ENGINEER OF AL1. d. WATER: ASTM C94 MIN FVv-'K UP DISCREPANCIES/OMISSIONS/CONFLICTS BEFORE PROCEEDING WITH THE WORK, G LIC c� 1 -.fir UJ :,,r L..J 9 3, CONCRETE REQUIREMENT$ � 6. CONTRACTOR RESPONSIBILITIES; Z THE CONTRACTOR IS RESPONSIBLE FOR SAFETY IN AND � � � AROUND THE S111 AND FOR THE STRENGTH AND STABILITY OF ALL PARTIALLY COMPLETED `y- C,4r STRUCTURES, TEST MAX. MAX. Alk I Q F , STRENGTH AGE AGG. W/C CONTENT n - /. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR REINFORCING BARS, POST-TENSIONING TEDONS LOCATION (PSI) (DAYS) I'E RATIO (Y) SLUMP J Lu ' O ` - _ _ ,^ -- --- 1V O Q0 AND SHORING AND RESHORiNG LAYOUT TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR 10 FIJp>� Cs�E 'J406 3u � 2t: ��6 sia - '1 �� FABRICATION. 1 - -- Z �� 7J fLP5 I E(.tva�GD r-R't -S 41a� '.j �/d 45 7 4 H SPECIAL INSPECTIONS; SHALL BE REQUIRED FOR REINFORCEMENT AND POST-TENSIONING _ � fENI.ION PLACEMENT, CONCRETE PLACEMENT, TENDON STRESSING AND SUBSURFACE SOIL `�' ~-' � PREPARAi ION IN ACCORDANCE WITH THE GOVERNING CODE. P� 1 I •1{.l.L'7 ubLUMtJb I 2� �E+, 4cr b 2 5 �f►, I Z � � +1L Gu1 C., �sL�LL. c�JTn fJ A HIQ or 4 Lo-, ✓F OF cvtJG. ' -, ,:.'tao2' G-if�•I _ - E.IfaTE(��It�Efi( \ Wim-^��t��Lr '�.t>�n� • IUV1 viQR c�V, a, WATER/CEMENT RATIO: SHALL BE CALCULATEDON THE BASIS OF TOTAL CEMENTITiOU, �i`��I�IJ��O csOFG+� prJGr�OiZ GDI-J►.) P• -T FBF"-I 1 Q �y � P,�. G Q V �u MATERIAL. "�f'I-'1 � G 7KgD 7 b. SLUMP: REQUIREMENTS MAY BE WAIVED SUBJECT LJ THE STRUCTURAL ENGINEE.k pt.f`~�ORPra� - 1 �jl,�►b L�DGFIT FTC �/1 �OG�•E� O ta- �� APPROVAL, IF MATER/CEMENT (WIC) RATIOS ARF MA NiAINED, p 4. MIX DESIGN: SUBMIT A MIX DESIGN FOR EACH STRENGTH Of CONCRETE TO THE STRUCTU14AI - " G-1�T�*�,1-h +O _1_� I• I ENGINEER FOR REVIEW PRIOR If', CONSTRUCTION, R o 5. MIXING: CONCRETE SHALL BE BATCHED, MiXED AND TRANSPORTED IN ACCORDANCE WITH ACI TENDON ANCHOR r L A C E M E N T DETAILS _ W 301, CHAPTER 7. 1 --- 6. PLACING: CONCRETE SHALL BE PLACED AS CLOSE TO ITS FINAL POSITION AS PRACTICAL TO AVOID SEGREGATION. 7. CONSOLIDATION: CONCRETE SHAD. BE CONSOLIDATED AND THOROUGHLY WORKED ARUUNO U REINFORCEMENT, EMBEDDED ITEMS AND INTO CORNERS Of FURMS. B. CURING: AFTER PLACEMENT, CONCRETE SHALT. BE MAINTAIII.0 IN A MOIST CONDITION IN !�C �o�iCRG iNTO _0 QT ">2� ACCORDANCE WITH ACI 3UI, CHAPTER 12. CONCRETE PLACEIY DURING HOT AND COLD WEATHER N CONCRETE REINFORCEMENT SHALT. BE CURED IN ACCORDANCE WITH SECTION 12.3, ACT 3UI. c,TR7 ooGf�B1; ��Jw '�� Z N 9. SHORING REMOVAL: ��P'�� G � � - a. NON-POST-TENSIONEUCONCRETE: SHORING SHAD. REMAIN IN PLACE UNTIL CUNCRf It ��OG�'r � F ~�~�� G-�lt� �RF�C� I�Z O i, REINFORCING MATERIALS: SHALT. CONFORM TO THE FOLLOWING: HAS ATTAINED 75% OF ITS SPECIFIED STRENGTH, MINC< � W N - cc a. DEFORMED BARS: ASTM A615, GRADE 6U, UNLESS SHOWN OTHERWISE. BARS SHALL b, POST-TENSIONED CONCRETE: SHORING SHALT. REMAIN IN PLACE UNTIL TENDON', Q BE FREE Of MATERIALS THAT REDUCE BOND. HAVE BEEN STRESSED. b. WELDED WIRE FABRIC: ASTM A185 SMOOTH FABRIC. 10. kESHORING: SHA!,I. CONFORM TO SECTION 4,6 OF ACI 301. SUBMIT RESHORING PLANS TO _ O � H THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION, h c. BAR SUPPORTS: "CRSI MANUAL OF STANDARD PRACTICE STAINLESS STEEL, o • O ,/ m PLASTIC, OR PLk TIC TIPPED, O D o (� d. TIE WIRE: 161 GAUG': Z OR HEAVIER, BLACK ANNEALED, I ° e. POST-TENSIONING TENDONS: CONCRETE MASONRY p�f�, _ ^ __ __ _ _ CO Q 1. STRAND: ASTM A416 GRADE 270, 1" DIAMETER SEVEN WiRE LOW RELAXATION to I, I _ - -- - -- - ~ -'-`- - - - -4 TYPE. FOR EACH COIL OF S'RAND PROVIDE CERTIFICATES CONTAINING HEAT NUMBER, CHEMICAL ANALYSIS, ULTIMATE TENSD F STRENGTH, YIELD TENSILE 17,� STRENGTH AT 1% ELONGAT ON, ELONGATION A- FAILURE, MODULUS OF 1. MATERIALS: U ELASTICITY, DIAMETER AND NET AREA OF STRAND, TO THE STRUCTURAL ENGINEER 9 a. MASONRY UNITS: CONFORM TO ASTM CSU. N-1 MEDIUM WEIGHT CONCk: Ul�lj c `� FOR REVIEW PRIOR 10 TENDON PLACEMENT, MINIMUM COMPRESSIVE STRENGTH SHAI.L BE 1000 PSI ON GROSS AREA D 1900 P 1Q 0 O 11. ANCHORAGE AND COUPLING: SECTION 3.2.3 OF THE PTI "SPECIFICATION FOR ON NEI AREA. , I " CL UNBONDED SINGLE STRAND TENDON" ANCHORAGES SHAI.L PROVIDE A WATCRTIGHT t7 ROPORTIONS CONNECTION OF THE SHEATHING TO THE ANCHORAGE, AND WATERTIGHT CLOSING b. MORTAR: CONFORM TO ASTM 0270 TYPE S AND UBC SECTION 2403. P OF THE WEDGE CAVITY AT ACL ANCHORS. MAY BE BASED ON LABORATORY OR FiELD EXPERIENCE OR UBC TABLE 24-A, AVERAGE z COMPRESSIVE STRENGTH SHALE. BE 1800 PSI AT 28 DAYS. 111. SHEATHING: SECTION 3.2.4 OF THE PTI "SPECIFICATION FOR UNBONDFD O SINGLE STRAND TENDONS-.- THE MINIMUM SHEATHING THICKNESS SHALL BE c. GROUT: CONFORM TO ASTM C461 AND UBC SECTION 2403, PROPORTIONS MAY BE 0.04 INCHES. BASED ON LABORATORY OR FIELD EXPERIENCE OR UBC TABLE 24-8, MINIMUMCOL1pVG G`� G L,'` s' G��+�t(fl IV. CORROSION PREVENTIVE COATING: SECTION 3.2.5 OF THE PTI "SPECIFICATION COMPRESSIVE STRENGTH SHALL BE 2000 PSI AT 28 DAYS. �G CO -DONT �7 �- �G><'.+��T ✓�+ 0 �+Oi`J- 1g'`lK FOR UNSONDEO SINGLE STRAND TENDONS", e. GROUTED CELLS, FIL.I. ALL CELLS WITH GROUT, P.�G•'�Cn ARJ�iFiNT G��21d�Fi C~ I DEFORMED BAk PLACEMENT SHALL CONFORM 10 1H1 FOLLOWING: 3. BLOCK PATTERN. US1 RUNNING BOND THROUGHOUT. a. MINIMUM CONCRETE COVER - UNLESS SHOWN OTHERWISE: 4. INSPECTION. SPECIAL INSPECTION IS REQUIRED FOR ALI. MASONRY CONSTRUCTION. CONCRETE CAST AGAINST EARTH h. STRENGTH. ASSUMED ULTIMATE COMPRESSIVE STRENGTH f'm OF THE CMU ASSEMBLY IS 1500 /- y" I I IV Y✓, I ",r__� ~ I•� - CONCRETE CAST AGAINST FORMS AND PSI At r8 DAY',. EXPOSED TO EARTH OR WEATHER . . . . . . . . . . . . . . . . . . TiES IN COLUMNS AND BEAMS . . . . . . . . . . . . . . . . . :I1" TENDON FINISHING AT STRFSSING ANCHOR BARS iN STRUCTURAL SLABS AND WAL I.S . . . . . . . . . . . . . . . .1" - (:4)- b. PLACING TOLERANCE: + OR - i" FOR CLEAR DISTANCE TO FORMED SURFACES J + OR - I" FOR TOP BARS IN HORIZONTAL MEMBERS LESS THAN 8" THICK �• + OR - 1" FOR TOP BARS IN HORIZONTAL MEMBERS 811 THICK OR GREATER BUTW LESS THAN 24" THICK. 1fp � : 'DV✓�•� p+ZOG _� p:J �,' .P.Q,I ------- + ----1+ OR - I" FOR TOP BARS iN HORIZONTAL MEMBERS 24" THICK OR GREATER V., %FLvo 6.7,AO> I" FUR MINIMUM CLEAR SPACE BETWEEN BARS. d 1 --TOT k-EINE. P,�fiALI�FL- TO(� fiP �1F. 1'is►R.AI. L, -- "O G%�.Jr1;IZ of ��`dt.� O ui G 12' q �---- C. SUPPORTS: AS REUUIREU TO PREVENT DISPLACEMENT 0f REINFORCING DURING �' a r Z 0 PLACING OF CONCRETE. 1 plhT- 4�`NDE>✓ TFNE�DN� -_ 1�ANdt:D ):vpON� Y T.PP. :�!MEi�EvN - - �••� d. LAP SPL ICES: ;HA',!. 91 AS SHOWN ON THE DRAWINGS. � �NIFo�Mi,Y �►c,�� Wir1rN � II_al, � ,_�I � C R�fs, I-�.al� Vl 3. POST-TENSIONED TENDON PLACEMENT SHALL CONFORM WITH THE FOLLOWING: DIS I N F, 'D"gj�o Q^izA_1•l.E l- Ta t? `NOEta 'ENvo E.tilFap.)�1.r IhT1�1>51JT1= (� CC a. MINIMUM CONCRETE COVER - UNLESS SHOWN OTHERWISE: I � � -0 m,;> ��,Ljy, A",K,. 1EN0011 ANCHORAGE 2° __ - _ UNIiDiR-M LY AGROhb (�J117TM 1�°"�:9�Q TIS C7lDNh J,� -- '1•ANG10�`l PROFIT- W t1ANvEA TOP W-F-iNF. AG'R•Og4o AIN'T• �Q'.46 •IAJ`J "6NGbri I Z TENDON SHEATHING AND STRAND. . . . . . . . . . . . . . . . . . . I" -rF,r-40Or.i4z) � TH1':2 W IVT H. E � �N Y 1 X 1 Z b. TOLERANCES: VERTICAL DEVIATIONS 1N TENDON LOCATION SHALL NOT EXLLED THE LLi FOLLOWING LIMITS: '~- - - - - cr �- + OR - I" FOR TENDONS IN MEMBERS LESS THAN 8" THICK - �•- _ - "'kkk + OR - 3/8" FOR TENDONS IN MEMBERS 8" THICK OR GREATER BUT LESS SHAN•24" I l�� CK + OR - Irn HiFUR TENDONS IN MEMBERS 24" THICK AND GREATER C. SUPPORTS: AS REQUIRED TO PREVENT DISPLACEMENT DURING PLACING OF CONFR.TE. + , L-- MAXIMUM SPACING OF SUPPORTS SHALT. BE 41-U". \- I71�KI PjIJ'rCfl -PNrpNS _ I'"2 d. DRAPES: SHALL BF. PARABOLIC BETWEEN SUPPORTS CONFORMING TO PROFILE POINTS ',/14 LUR SHOWN ON THE DRAWINGS. t -REINF. PARALLEL TO I 1 ! 141c, �P - vim,-y�q JIB Ti_Nt70NC7 I I e. BUNDLES: ENTWINING OF INDIVIDUAL TENDONS WITHIN A BUNDLE IS NOT PERMITTED. � 1 4• BENDING: BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT SiF1►J PP R�•11E.-E L T o RE IItLO BENZ UNLESS SHOWN OTHERWISE OR AUTHORIZED BY THE STRUCTURAL ENGINEER. ?m-,r-1v r D T E I`1 P6 IN 5 5. WELDING: DO NOT WELD BARS UNLESS SHOWN OTHERWISE. WELDS SHALL CONFORM TO AWS 01.4. i E�?1 �JU PPOjC� �P�- - - - - epc%zMED SAPS,WHrJEw *14 e0 WWW_ CFO ONOLM TO A•bCSFs- r!5,bi1PItDTMA?06 [- _ 'i'�rJPO►Jg I irh- G �Z �GIN� , ti. TENDON STRESSING: SNAIL, CONFORM TO THE EUI-LOWING: R - L) c_ ?� n��fF, � O�� GU� GAG i i CONCRETE ST,-NGTHr SHALL BE A MINIMUM OF 2600 PSI, BASED ON FIELD CURED WJ Q I ST• F T`lDd*)� CYLINDERS. P�GLOr�A1'�Cl*`J TENt7lDN�7 ►v b. SEQUENCE: STRESS DISTRIBUTED TENDONS BEFORE BANDED TENDONS. p� la.Gc t. HYDRAULIC JACKS: USE JACKS EQUIPPED WITH CALIBRATED HYORAUL(C PRESSURE GAUGES TO STRESS TENDONS. A CALIBRATION CHART SHALT. ACCOMPANY EACH JACK. BANDED TENDONS AT SUPPORTS BANDED TENDONS AT SUPPORTS � BANDED TENDON PROFILE T OVERCOME FRICTION SHALT. -----. - 94�7U p AFa d. FORCE AT JACKING: FORCE IN THE TENDON REQUIRED 0 VE 7 NOT EXCEED 33 KIPS. (:5) e, FORCE AT ANCHORING: FORCE IN THE TENDON IMMEDIATELY FOLLOWING ANCHORING SHALL NOT EXCEED 28.9 KIPS. ' JuNa 19,1 f. FINAL FORCE: FINAL EFFECTIVE FORCE IN THE TENDON SHALI. NOT BE LESS THAN 26.8 KIPS, [)HAJVN E3Y g. kLONGATIONS: ACTUAL MEASURED ELONGATION SHALL AGREE WiTH CALCULATED ELONGATION WITHIN + OR - 5%. DISCREPANCIES EXCEEDING + OR - 5% SHALL BE RESOLVED WITH THE STRUCTURAL ENGINEER. ( .•� �- GU1J"T'; 'gA`C.K Uj= �f ? _- 'b hTl�'J•TEI.J -riSNT7C�►`1� 'f�•C��"rC�M �-G�1Nf• h. STRESSING RECORDS: A RECORD OF THE STRESSING OPERATION SHALL BE C(MiPLEIID --- -- $Q T`rO 'R M F I Ni" Rr 1=• �L,ASh1l7 �"'EF •'L.Ahlw CHECKED BY BY THE SPECIAL INSPECTOR AND SHALT. CONTAIN THE FOLLOWING: DATE, INSPECTOR {- rif,J r-4 T, ti1,4 731/" N(71C.•T•;, T a QDep P•1 b NAME, JACK IDENTIFICATION NUMBER, TENDON MARK, REUUIREOF.LONGATION, GAUGE Q71� �IC1Sl:;� -rLNt7PI"`14j PRESSURE REQUIRED TO ACHIEVE CALCULATED ELONGATION, ACTUAL MEASURED ELONGATION, AND ACTUAL GAUGE PT.ESSURE. SUBMIT RECORDS 70 STRUCTURAL It A- / ENGINEER FOR REVIEW IMMEOIA'ELY FOLLOWING STRESSING, f �rrT, hupF'r��T �3r•�z- TVP, � � I'-� y I -a" � ��f-_'E.r,r:, �� REVISIONS 7. TENDON FINISHING: SHALL CONFORM TO THE FOLLOWING: 1 7 / 10/89 \ N LZ'�ti APPROVAL : EXCESS TENDON SHALL. NOT BE CUT WiTHOUT THE APPROVAL OF THE \\ e, STRUCTURAL. ENGINEER, „• X\ • Y OXYACETYLENE TORCH ABRASIVE WHEEL OR 8/ 14/89 b. CUTTING: TENDONS MAY BE CUT B 0 - -' 'r` - HYDRAULIC SHEARS. WHEN O YACETYLENE TORCH IS USED, DO NOT DIRECT FLAME _ C' TOWARD WEDGES. ND Gt1AN�i� 8. INSERTS: DRILLED OR POWER DRIVEN FASTENERS WILT. BE PERMITTED WHEN IT CAN BE SHOWN THAT THE INSERTS WiLL NOT SPALL THE CONCRETE AND ARE LOCATED SO AS TO AVOID THE AND ANCHORS. MIN __. •JIB, �1`It7(fNCO �,�ZLGI.i!R MIN • '`.- �4ND13V �i�G�S � TENDONS - I � CD -G, :� �'U P f V R.T ��1Z-• ,�-_ _ �` / � E , � � __ weal.. oR I Vi L)TIt •hs*SP1SD f7lear(, �^vC� D 'niJ9G►�I4 TENt�laNti vN G01�-r'ILY U'P Pte1'-+.12 ---- ---- �►CiNCO�e• -'H Ib �-1I TAT Hf -!ofv0 T>:�II�oN ANcrwR L-0 N T++ J1T�•"� , I li a hi4t,'' IGF RTr va ,... v n•fS PL M Sa,a aat ,til OA Rf�o ` JVCEU�N%,MAN Nt$1 t.cEGT WIN TNf aRiOAWFN•fNofNMrSSIONOfM31 ` 1 -O ' .� Z, -0 ' 'j'•D -�t- �i �,'O• F 1 . 1 c BANDED TENDONS AT SLAB EDGE BANDED TENDONS AT MID-SPAN DISTRIBUTED TENDON PROFILE _ f='ERM I T MCi. 891 266 � -` - 9 •-� -�r-_� •-_• 1 I� - ------ l()(a Ni i 2$8697 80 OF J r OM TRAAf.C.ri..M.,w-M.MM+M++.,AT.. .rwl.nlYwr/M.1y _ •.... ... _ _ .r. ..............,.. f X 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 rV•/ ` WA yy 1 1 9( ( ( I i I ' 111`111111f1111�fIlllll�fl111�lll�ll1l11f�►�111IE11�11111If�111�11 (T tI1I111�111I111I1111111IIIEI111111ElElllllllllEllll�llll111�11111111'LIEIEII'EE111(EI►Tf'►IE'E►t 1 ( 2 3 4 I_ 5 ! - 10 I I 12 6 7 8 r. WIL: IF THIS MICROFILMED -�� DRAWS NOTICE.IT ISESS AR DUE THANOM Tx TH " THE QUALITY 01 Tit ORIGINAL- -�'"' k t� DRAWING. OE sz HZ LZ 92 SZ V Ez 27 IZ oz 61 81 LI 91 %1 bl EI ZI II of -!II4••••....''•••• 9 L 9 s b E 2 1011"' d1EIHHIEHE�HHhHEIEufhEHhmIHHIEHIHHIEHEIIHEIEHEIEEEE�udIULItHIIu�I�HlduUlull]11111111111UI�1I11I11ffIfIll�Ull�llll�llltlllll�ltlllr111�1111111IIIIIIEIHE1�lEuluului11w1�UY111111UlElEHdHH�EHEINHInEIbWlul�ullluliul�ullhlul(EEIb1uIIWhIH APRIL 11 1991 .•,,,,FSHD.,,,.....,.....,,.a... .,.,_, .. -......... .................-r,ew.1�,.._,.._._,._.... - _ _ -.w-..., ... • . D • KEY NOTES =_ OUT -o,' Ivll �. I�� -4" �' i. IU x 2p GU�,VM►J 'r (p. THRJJ T z;7' "v II 10 2 loxZo PII. TYP @ WAt.V f'"} ¢3 -G - cn —_ �' - - --- M 7. a 'CIS I S --Y _ $'-r - I �. �j '�NIGk hPP►NpIZ.EL I�IALI� IIDD o Z wo . R•F � . t 509 51?.� 4 REI N C.7 w : S L7_� 00 i►AGI MARX ; p w-ro , N r n ; W o Uw i I l.T _1 p �► --� G �► ► 2 �' G �j 8 rd' That JT ora v Ic;.a i•IA.�C c:�•-��f.�. W ca d o I OF cfl I I I ! ` 911.1 �'C�lG rJf.l- U Z cr • __-� ; 1,10. , , r � � f I I +\ —Too -- --- --► `� 1, .—INV -T 0Lu to z4 _6• X43' 0 AJ w N — O — Q o Lu1 m Z X43- 1 ,i, - uj 10314 .4' f i 02.4111'_l� uj OA -- -- \ T. � ;• � W • ' I �I �j '•.1, X43•L" .� ,,I I /- `� / cr NFI��Lri�<roNw2Rq t Z 9 _.,� � � �•, -�~�'•-,�1 •� ' ` r � Z 1 � t w G LDE D w I(�.i'' 19�►.AW L. Fc� .r,?I' -r, 11.\ ab.�G JO NT V.i+YOJT� QC-''"14SaUJ a- / 'i„� .a" /,j�I9j•8' ; /� 1 I t2.�Ri�RGNGP� t7f►-'�, 1�2�43 '1��•� 41 > u -- --- - _ �---- I - Z W L - ____ 1 :3 f sett 011t 9/1058' I ._: "� , I I¢J LL ' � 'a'4us •d' b f'i�?f�• pG11�TY� 5Tf'sP 12 4 1 ---� - - =SII �� — -- - -------� it I- 1-O GPR INQ I Z4'3'-[r• �. - -107' _�'. — 1 !� a�'i• 92 I r. 1 •Wy 1 7 ,y � , at PARKING STRUCTURE LEVEL ONE FOUNDATION PLAN 3 R�� PATE_ �G.tu..E: .�,' + j'-CSI P5 � • � �_IJNI= 1`fi, "AWN BY North .►. p5, G ,�, aq c•� 5 .5 r'HE CKED t3Y I HEviSIONS 3` = j`'� WIRE ��•r�•�•,.c1. ro Jo,NT 1 . 7/ 10/89 2. 8/ 14/89 a Ilk M�vJ Gv rn of, NO �►Nl� ,�i - - --- ' ,� -a.---,r----mac T-----. ---«----�-- � - +•---;� `� 4-----„----.`. « 1f- -iE iE --T' yt} -�._I .,. _ ,• �� ,I -..-._.-- ICY 4, - - 21- 11 -► P �Pc. � M�CRENTIE ENGINEERINu NC _ _. ___ .�Iq ELL FIG.Rg PESEAvEO "Hoff Ar•Of p, '� •$r� MA .EhJf$A' '�1$SllliAIE$ 06 M •• "� - --_ __..._-- DWI Ww 1NtENM.%, !t USE•ttiU�?E�E AUCf O,N Akv 4• Nf$SpNQ►M SA 6 SHEET PIS 2,01 \ GRADE SLAB CONST./CONTROL JOINT PLAN CONSTRUCTION JOINT CONTROL JOINT — ---- - -- - __-.-_ .-_ �- i4fiA I s -b 4)4�LE• I''s I'-a' JOB NO 288697 TI I\10” Ear?1�?66 r wn .ue,.i nn,N+�a o•11nA n • , .«,,�rr.::, r , : K�s, - f ' if tit til tit titi it t11lllllllfltltlllllllt�ltitlll � titlllt ) tlilti 1 I it � ll I I ! i r ., 1 1 tll 1 1 III 1 1 Ii1 1 1 ,11 i 1 I itl I I!I I I I I I I I I 1 1 1 I I , , 11 I t I 1 I I I 1 I I Itl I I 1 I 1 I I 1 1 I I 1 I I Itl III Itf Itl I I ( , ,il ,II ,,I ,111111 1�1 Ilit •-.�...�-.-..-..-�_ •• h NOTE; IF THIS MICROFILMED 1040. DRAWING IS LESS CLEAR THAN ' 7 THIS NOTICE, 11 IS DUE TO THE QUALITY OF THE ORIGINAL __ --... DRAWING. OE 62 8Z LZ 9Z 5Z 1E EZ Z2 iZ 0z 61 81 LI 91 SI bl EI 21 II 01 d 9 L 9 S� E Z 1"10" - ff!IIIINI11111N111111111111t111111111111,11111111111lII,IIIIIIiIIUI111111111t111IIIIIIf111111111111NlIIUiIIIIlII If1iN!lIIIIpl1111111111IlIIIIIIUIl11111Ndlilt►fHlll11111tHllllllll{111111111111lNIIIIutI1H11U1111111111111111111111bnlhwlN9lu�uUluu�ttluuhntluultWbn, ` Af APRIL 11 1991 A. D <E .� \r.� I KEY NOTES 11 -to \ 27 - -- r,'' ' - # _jp' 17'-4'' B'I it 1. (10) 058 @ 16" O.C. BARS TO EXTEND 3" INTO COL. Zss -(� Z'S-4 -.-------.- ---- 048 @ 1 O.C. OARS TO EXTEND 311 INTO COL. ; T o FE 1 II g I O�j p -.,jir _lO � - ` fi - --------.�-.�. I 3. ($) N5 X 15'-0" T. EA. WAY TYP. @ALL COLS. UNO. W O 5 of asE'►' _ I +� 1 rj �jJ cn ----• � �M. , �o1.�r1 j 8 \ b. P5j ► i3� `>�` 4. CONSTRUCTION JOINT REF. 1/PS 1.2. \ UJ \y n •� / it �13 5. DISTRIBUTE TENDON ANCHORS @ 1'-0" O.C. PARALLEL TO SLAB EDGE . � ® W ; �`.' W W " 1 1rG i4_ Z ^ , I r�i� - 6. 45' SQ. X 8" THICK COL. CAP, REF. 2/PS 2.2 TYP. @ AlL Z wo , _-- - - _ ,- _ --- - -- - INTERIOR COL. UNO. a 1 � � 7. 04 T. @ 16" O.C. LONT. FROM GRIDS 2 T "(ol LAP 24" @ALL Wcr W LL ox C SPLICE LOCATIONS. �.�� N �c7LL �� I I C� _P J t---- I l "O j ` I s�lhll , �. / ..i^,�/'�' � ^'��f Z = U 8. N4 X 18' -0" T,� 1(0" O.C. TYP. FROM GRID S 2 T0� 1 W 0■ sQ? CO 0 = 9. #4X 10'-0" @ /36" O.C. EVERY 4TH BAR TO EXTEND 3" INTO COL. 0 M 3:2 10. 05 X 15-0" @ 24" O.C. EVERY OTHER BAR TO EXTEND 3" INTO COL . Q V ZZ '� - - -� TDPROFILE POINT REF. 7 b 10/PS 1.1. Z fi U I1. TENDON 12. 1/2 " ISOLATION JT. BETWEEN COL. 6 SPANDREL TYP. " _ CORNERS. 14. 1/2" 1SLOATION JT. BETWEEN B" WALL 13. 1/2ISOLATION JT. BETWEEN 2 SPANDREL 6 WALL. @ cj15. 8" CONrRETE WALL BELOW. W ILL 1 ( 16. OFFSET CONSTRUCTION JOINT TO MATCH FACE OF 8" WALL. �• --- . Z �1 �_ -� i *\ 17. 05 X 15'-0" @ 12" O.C. TOP. tJ -- - 18. (6) N4B @ 16" O.C. BARS TO EXTEND 3" INTO COL. ; z 'b P%' fvcl TYPICAL @ ALL BAYS ON GRIDS 2 6 5 UNO. .,g '- I PS%- � 19. 05X �- @ 12 O.C. T. WALL TO SLAB DOWELS. � Lu 20. (4) - N5 8 @ 4" O.C. CONT. ALONG GRIDS A,1 & G;WHERE REQUIRED LLJ 20." @COLUMNS. 00 NOT LAP BAjS_,@�M(OSPAN OF BAY. W AA" i /��• ICU 21. N4 X 18 -0" T. 1(o".�.C. TYP. FROM GRIDS D\TOG.paJ 1 uj 0 - -� 22. N4 T. @ 16' O.C. CONT. FROM GRIDS D TO aiJ`LAP 24" @ ALL ?.�. C��#� x 151-0 'fop TYP L' *U. '%tt+MeTE-4�- GvtF,. ut4c- ° I- U -1 +_ t- I -- -- -- - _ ` zit Com) x ( - ToP TY _ �� No CC 00 - -_. is ,r moi)' V1 2 P �' �-,� TSR.+�E-T t�R C.v � - -- - - - r / 1,4! 4 4 u 4 ,4 v%4 r4 'S i4 4 * ti/4 ►�' 'h 5 a 14 /r* 4 I �7 R-wi2 2� �'�� `�-�I' s7 TOP. Q W f - z - - i P5 (0) h x I�'b° �8° �� HIS DEPTH of �.P6 z W J A ! CL N / (�)4 �� - - - - .. /p5/ 1 . ,(„ ✓4 714. - - 'FZ'eojT-TEtiIG� 6>N fi I cr til - 2. . 2 Y f 4 - - 1� 01\ V4 \ 74 � I/4 1, �• -q �/4 '�' rJ�'' 'qtr A' � I,� w 4 ' W - "� r+f 4-- - - _ Y cr CL CLL C�; �� ►S 5z3 23 i� _� 13 - C1 3 �� I � RPS � ,o • IM P '' � ,;E�;;�',� 2°I b 14 ft 1 PARKING STRUCTURE LEVEL TWO FRAMING PLAN North DIS --- -- - - SUPI'DIZT' rZ e�- PSN 1=01 �'GI 14 F -- �!rx_1Q-T 440&,4- �fvlsloNs >r- I y � (-�I �v'I � - «►3 c-_...� @ $ a c. �. x 2.a''' c,o t✓ _ 1 . 7 / 10/ 89 1w4 x 4' O' GD 170 -. � J 1�1p-n�l'TI-I. �:�vl�d 7r�IMIr ``-..� _ _- - � . GAul-K417 --- I „ �° 8/ 14/89 3 10-9-89 I �3� ? (E � yi GMhl-�r-EK - I it AH C, K5 Mtrd9HP bpd-�t7�G TLsNI�NS - cot`t T. CStiK �� F,,Z y •tea `u Up W�' 1"r� �uCKEti2lE E4LwEE 0&q I �' •� X(/ ��I-�L•1 � ,i - .: 1P9 All RIG M'c:,of brTWr6N "`t cvl-IC I1�. .r�-uurfi H -- f ! •"A N'NG�API 1Hl P Pt"•. ►"11 �I'I b Nevr'1 THF_ 'NJ,tint SA SASS.( AFC �.-•..` ... - r--- �+ Of P{ Sf PPI ri. TOPUF Cot_LIP11l I �s I ~. W , 7i4p_ PDL,K- I.1uliT 5TART nit: 1 I '� u�N�TFLUcT1oN ToINT ?'xq' �r�>�� • _ PS 2.2 ' 8"x20" COLUMN ELEVATION & DETAIL SLAB CONST. JT. DETAIL DROP CAP DETAIL __-_ _ - --- -- JOB�40 F•I:=r'MIT NO. 8912166 288697 82 (7F 87 n Nl1AMI1tI Jnryt A P ■7)0� 1 Jill 1 1 1 1 1 1 1 1 1 1 1 I I III 1 1 111 III 1 1 1 1111 1 1 1 1 1 1 1 I I I 1 1 1 I I I I I I I I I I I I III I I I I I Jill I I I I I f 1 1 i 1 1 1 1 1 r , fll � Ilflllllflf ' tIIIIIIIIIIII ! ' lllfil ( ! � I { I IIIIlIIII1 , I , ! 1 ) llllllllll lflflllfllll � tlilt ) 2 3 4 5 6 7 _ 13 9 IN D --` I I 12 h ITE; IF THIS MICROFILMED .•y DRAWING IS LESS CLEAR THAN ' 7 THIS NOTICE, IT IS DUE TO THF QUALI1Yor THE ORIGINAL ' DRAW ING• OE 8z 92 L2 92 s2 12 Ez zz Iz 0z 61 y NI LI 91 sl b1 EI 21 11 of i L 9 s rr 1C 2 1""` I,!1lnuhullnllluHluuhnllnuhnl�IIIIlI1II�I1Nbu1lnnblll�ntlnnluuhHllNHIHll�ptlllHlIIH1lt1111nnhH1111ulIIII�IIHIIHI�H►II11n�nllhutlHH{IIU�IIIiiIHtSUHluullntbot�u11�ll1111u,111111nn11H11HHltwsuaslnlllutf111tIu11ll1+IIIHultltt�t111bu1 �' • APRIL 11 1991 _ E nF A KAY NOTES 1. 6" THICK SPANDREL TYP. @ PERIMETER. -- -- , 0 2. 45" SQUARE x 8" THICK COL. CAP. REF.2/PS2. iU Ido" O 3. 10" x 20" COLUMN TYP. THROUGHOUT. Z�, - --- 4*4 ,L 4. 8" THICK CONCRETE WALL BELOW. W x Z m 5. SLAB ON GRADE REF. cc cc • FG 6. CONSTRUCTION JOINT. REF. 1/P52.2. � oW_ _ 12 x 36" HIGH CONC. PLINTH. C7 ¢ c, I 1 I'e "07. - „ SQ, F _- -__ - �-.--•Zia--1,_._.. W Q CC w .- . ---- -- t _ a, - _ -- _ 8. ADDED REIN. @ ALL PLANTERS _ _ — -- ----- _—_—._ 17 1r Z Q _ �j� (a' (y,�-71 �j a N4 x 22' 0" @ 16" 0/C BOTTOM p l � � hr� 7 1 { I,yJ ��/ hJ �I h. N 4 x 12' -0" l h" O/C (3 0 Lilla, Z z p o lop --- - - — --� � 9. 20" x 20" x 30" CONf.RETE BASE FOR LIGHT U o :, �zN ;TANDARD. ;ff 14/I'A f.. l . V z jN Q M 10. 8n CMU WALL @ PLANTER. SEE 5/PA 8. 1 . ` Z u 11. (8) 05 x 8'-0" @ 10" 0/C EA. WAY T & B. I I -- - 5' -0" TOP. Ir --- - (" r -- — - f� I f 1 13. (5) #5 x 6'-0" TOP 14. #4 T. @ 16" O/C CONT. FROM GRIDS E, 5 to Ca. i 15. #4 x 18' -0" T. @ 16" O/C TYP. FROM GRIDS I i E.5 to 4. z 16• 04 T. Of 16" 0/C CONT. FROM GRIDS 2. to 1 . ` _ --� ` s I I z �g3•� • LAP 24" @ ALL SPLICE LOCATIONS. ;- W O �.s w �„ 11. #4to 485-0 T' @ 16" 0/C TYP. FROM GRIDS ,/ o r W F. 1 `J 18. 04 T. @ 16" O/C CONT. FROM GRID D TO �. O LAP 24" @ ALL SPLICE LOCATIONS, _ T- -� �► ca r ~� r ' � - � � " I f Q � U)r _ r T� _ T 1 I .. -I L M Q W 10 03 >-- y- Lij v I I I oC to ♦ '" ,. F- Q. 9 • �q - LdQ n • ` y — eb II a• -- V 10 r- r r ,r T1 1- T t - __�_ r�� -; EI , ui I 1 � 2 w Z FKP•MINGI "t-45 �`. rDIZ PG'9T' T�N`�IvND + LLI " Ntx�IN 5 ; .EIMI�D 1Nu ; IU J 12.`� ♦ I�WTA4L` u•�4,D. I 0.. W r T-7 r T rt I Q L4 UJ CCcr r - - - ,9 ' � � z9 TT•F ' I - 13 t - , 711 1 . C�: 107.21- onvt-ire � ,��,0.,,INCf� 11.26 A V 'JjIGI I•C�E�- y c'" T� ��'' r R A; LATE JUNE I�, 198� STRUCTURE LEVEL THREE FRAMING PLAN PARKING -E =1-� �„ �G. DRAWN BY Ty �� CHECKED BY North _ ETEvlsiorvs - c2� T. b 2,,, ♦ 1 . 7 / 10/ 89 2. 8/ 14/89 3. 10 h..?1•p �' --- -- tyy Ot-T1 6c, 9'h''o.G•TIT'• T• ii�F�'' M.GKEN; '•;GiNEERii _ . t949 ALL •nSaE9E+',.I- Fit - M r' r A4•SSi1N bF 4 Si 1 � E cF -i SHEE' �t•,a PS 2.3 288697 t .. a r A S ro _ IFI —. 12 •- n■J7ne ' _ .u•wu --. . r.. ....r.. .-.r..:+..�ri...r. .wi.. .-.rns+..._._- - — —.—. 1` - MFtrF nniNr.x pRAW1NG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO TW QUALITY OF TIf (ORIGINAL DRAWING. OE 62 92 17 9Z 52 bt E? Z? It 07 61 QI LI 91 81 41 EI ZI If 01 6 9 L 9 c. b IE Z I"• " FIIInnllmlrminul11111uu1m111,if tdINI1n111;al�nnh+cl+nnluu�unluNlsfI1111III11U�Illlllltl)II�IINUhNIINllllllllllll�IIIIIIIIIH111UIIIUII�IIII�IIUII111{Il+llltll{111111+1+)iUil+ill�Ult�unlHnlnnlln{1111141WIN11rn1111U1,IIIIIUI+(UUItIU(14N�{W(1111 r APRIL 11 1991 (r� SPREAD FOOTING SCHEDULE iZEINF -i- b �f xs ,P,�✓ 3 ,� G e4p N T. :b I,l I N. �i�+ Ci Gym N T. 5�6 1 r ` Ali ui "Tf 14 1 IL44 T. '5Gp 112 r! W �._A , . L; 4 V��,c7 ,• til.. Q "2 '� w Y I � �- t_- - - I ,� ' _ 1••I i 7 r` tai. 5 W I , ✓ 4�91„I I"�t-1 T� I-�V.T�1-. :.✓,i1-1-'1-�II-I � LIJ I 1 '.✓^,y't'H.._ �-i~_i Y MIN• { A 1 Li. O ^ Q O r ~ W cn cn 15 N J N -- __ }I4 Iy - U O~ - '-,f• -1-' ntio� I ,. I- y _ 7 it-f. � O. '00 or y ___ T- - 1 THICKENED k�LAB EDGE _ WALL SECTION^ WALL SECTION WALL ELEVATION _ SPREAD_FOOTING SECTION __ W U 4 3 R.9 U) \� ►�. -.�a LU z Li d � d CD O _ 0 -\'� I�i;` - ,p _•.-�i ti� �I••f'IR- / ' p �/{b�"�-.� n r'.LL /�a��" v/ ^ L. N LJ cc �I d• — 0- J .. t. It__zsJ �► \ 17 ,R. �.r✓�rl `IIF .'. of -- O 1 6 CaRADE BEAM ELEV,QTION GRADE BEAM SECTION 8 WALL FOOTING w U) - Cic .J U w H -'It•a - cr 1°� TH K (rrilJCr �J/^Irl.. 'a i �!/n� z^^ S''Ot4G I V) �J i �,\ _ II I• � _ I 'rl IG K v,i'!v�r V li►LL � ` x , oe, 40 � J I C I/>r 11 tT-K- ?TV' Ar, _ Ltr'n� T - V+lrl., tie r ' I>; ��' 1 a r STEPPED FOOTING DETAIL /�� STAIR ON GRADE WALL AT STAIR LANDING �T WALL SECTION GRADE BEAM SECTION___ ___ - - 1,10 - - 11 - 12 - --- ,�, 13 --_ - t DATE ��NE I~i,igG9 — '� M IJ �-f. l.('"�IG. 1��I=r�i=•x•11 I�lr't l�I�.L!. _Taw��BY _r".7 CHECKEDBY i l( I. '�P d Q , I Ci t (� --\\ ( r�r�h►1 I I /►•c� 1.-� �I l I / rk L I. y Ir4 (_ RF VISInNS �— - — --_ 2. 8/ 14/89 13 --------------- ,^ G-,/,ifs • � 1 3. 10- 9- 89 I •I testi(I �CJC�� Iv 2EII�F 14A 1,N1 I=I — e- d L1 12 �' Cz Z) S ' 121 31 I�I * � C • __� cirikF/"r� F'C�rrl I lG *BF, Fo�rr),,--T I N T- L-4..N GRADE BEAM ELEVATION b �5 --I�e ¢.t�,IN�cRc.F ISI r PS 8 1 � � C 84 O B 288697 yam. .L. rr�� .� .�,� �.• .. , ; ! .. , �!1(I ►�I III I I I I I I 111 LL 1.1 11 11111 111)1 1 1 I I I I I 1 1 I I 1 1 11) I I!(111 I tl I t I! I I I�1 1 1 I I I I i l l I I I ( I I � I I ( 11 I ,.. ,•..wwr..«wm....+• i1��IrIr+.-.•.•.-...._....,.-.__..._......_......_.--..__.__-...... M �I 1 I I I,.T I I II � I I I I I 1IiI�I IIIItII 11111(1 1111(11 1111111 t11I111 111(111 1111111 111I1I1I1►1I1)II111I111 r' �.�.......,�,.,....._. _ � - NOTE: IF TH I" M ICROF I LMEO �r.�r I - 2 4 S —� s 7--- Q 9 10 I I 12 DRAWING 1S _SS CLEAR ThiAN —_� THIS NOTICE, 1T 1S DUE To ► THF QUALITY OF TW ORIGINAL _ - b DRAWING. OE 62 612 L2 92 SZ 1>•Z EZ ZZ IZ OZ 61 81 11 91 51 bl EI 7.1 11 01 6 9 L 9 ,n.I�nnlnnlutllnn�unhul�nttlnnll11111111I1N11Nulanh1/111n+hn1�►UIIun�111111111IlIlI�If11�I111�11n�1IIlIIII111111IIIIlIIIIlI1111II11Al11i1I1111iI11111111�IIIlIIIIIIIIIlIII1111111I1111)IUIIIIU�UII�u11II1NI1111111111111111WulWnUIIII1liI111111t�11111111II111�lUl�llil r* "` APRIL 11 1991 ""'t.MW y�. ,'^; ,"'.,A, i•nt.'T.•?}'S'I �, tr'.'T�Y.uyp .'�., ""+'�A'^"'�',.';¢" P '_,'v1 '�:" r. ,!w{x"I'`k"r�'>I'i't�LM i,,* .-I.Ir - - tl Y now _1 Z cc W 41 r �I 1-�6�+.1_i I �-• r y 1 l l + I Fi'iK- KI�IRI t/t!I+I•lri I T 1 I � >, � .t-I IC' A-1"'"A;rlt�IrM"j LL- � W N TI uj — _-- -- Ix t --- - - _ O w t ch -T— r Q U moo / o°' �-ea N r' � I - --y. ✓ I i1 �� I h..-\111/� ,� (.-�'• I cls� b � Z C 1,5 �; F I F I .P•_I_ I',k'T1 -I I �1 t I JAL ` „ I I LIJ •b F-- 4 T��. �-..�' i✓ _� -- *----"_- Li F-- --- ��. 11 c r j I' f 1I'_�T , tom r. it , /21,,, F,, II "S 1�t ; �h+t: r<,TTG� 'l aD PFI Iat-, I _.•I + r In '�1 B I t_ ��tE - �. i I 'F I I1I 1� � 77I' LJ �. - IAl�M Y1'hlli + !1 I T. I � Z - I,di -- rh-r! V,1 �� Q �Flr�l r+ I I' '� 11PLL � •� � � ' 1•' r ~ U or-11 T y v-1 I I' Ig" i tI'h11 "1-4 �`I -i" FriT I'P.YF1-\ , N ~ y 1 a l- A � 1 n_ F-�t- t.-Jl�LL 5 O (s _ o � - 1 r ---- PERIMETER COL. ELEVATION TION INTERIO�I COL. ELEVATION �-- / WALL SEC _ \ W IMETER COL (_LEASE _' p ' ' U JALL SECTION *_PERW/ PERMANANT RIALL SECTION WPILAF• , ER ELEVATION a v 2 1 RAR1' RELEASE W/ PERMINANT RELEASE f `� •�G �,,,, Q W/ TEMPO fn a r L Vp�T. t= Ni. �lP 0 Q Z , At ,--� ? O T{PaU,M� y _ �v �� 1=L. 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I1 ES DUE TO —.__ 11 01 6 9 S � THF QUALITY OF TW ORICINAI. '--+�--1 '-.- DRAWING. �£ dZ 82 L2 9t S? It111u1�1�u111n/+111111111111111Ui11111�111t11111111�IIIIIIII�III11111�Ii111111111 IInnllll£Iluuh�IInllnulllubu IIu111U1I1111�1u1111111unI1I1d1111Iu11bW111QINlluu�ullllll111u11u►Iu11I11U�1111 d11�11111111111111111111111111111�1111111111111111111111N1111110 � - ' APRIL 11 1991 _ _,,,,I�pr,.,,. •,r'!? §�'':.:�.ra•�i�,,.,.,,m'�'�!'p, ;'i"�,Rs'�;�+cdF�'aRP q'�+,'.�'`'F�+r,�u war - ..... � _ _- - �__— _ _- -- _�. ,J � " ,:}• Eve � �.� _.�.�\� G I'L it � Z I � • T Yi- l --- ---� r � z �., ! I � wo 11 •. . V" 7 LLJ < 1- j �� I F. �.i' I L IL P> r� ��. +�,�.� ?,�N t t►.c;� I' __T d � \1- /, I -�—f.�l i+.T II�jN�� ,l.' 1 /F I cr rI- 4 f7A A cYz 70 ,w J7, rYl o 0 Lo W Ln i I a O ZCN cv Q p O 1c> I e a o i I _ i2 �. .� �,� �,�. • _ ` '''" STAIR 5 SECTION _ a:4W - — -_ __—— I �` -I ---� F"" 3r- L �✓ - 2� 4 1 r 1 —�- - (� !_ /1-_, L ,) -¢ - x 7 -G 'F4.?7. C Z D.G. a. W N T I E a �- tt a LEVEL 1 STAIR PLAN - (n o =� u- m In _ :4i-It a Z 1t" w&- I } t1 I Jhl 16 "R '. .,..•e✓ - till:s.,7 CJS z A5 p. � B V .1 - Q .rLu ( - _ - 1• ' L 1 STAIR FRAMING ELEVATION _ 6 STAIR SECTION W V cr z D cr cr U- - - - -77 rw 4 h W, i � —- -- � x '�L v 1'�Fi6•M Y2. JDIWT Vl Q ui 1 __ - J r:.�.'w- N ` "- � �A N( .M !=I -- � •_.ami Fr '' ��..,r ,I �• '� � — �F'Ia\lJ 1,I'L�L LEVEL 2 STAIR PLAN ' 3 •III �Mf-, +• � � i- �, r1`4A �Jb ,,, CO' •• �, � �.__TftlJW�L TGP iJIG ��n•b ��M'JU"rH � �.�,` __ /, /_ --1-e, ; �Z� I i*YE F .� 150 FELT pP pF It L I 1 �71.1WE-c r� •�,.f*r�•, A",) �►.5, �I0-T : 1t>EAM Snn.NvK.F I_ ter 11.I 1,11 _—_ LANDING BEAM ELEVATION ISOLATION JOINT DETAIL ISOLATION j71NT DETAIL DRAWN 6Y CHECKED BY 1 � RFVI``I i)"J` tir j - - - r�L � � •'.•^ -I '-i I .1"r W C Gr�M'.. � IcN�1,F 1 7 / 10/89 / i til f• Cf• ( '. ?'i t':./11'I -r` _ V/CJ9 C ;,. �. .. � _ � r I .. � - I�� ?!� !.i�-lrr-•1N � k.; � ' �ni< f•,1"/ 'I F�I.I�Ir T - -- -- ,', ,,<. r• �� _ _.,,, �11�� Y..r-.}c. � }—.IrJi,c c'r wT 1�iA�G. 1•I�,Ir�• 3. 10-9-89 !� ---- L_I ----- __ ! , � ' � f , mss•- .� t' r X11 r , � ------ - - I •� I _ 1 yW, „�. '�-!L.,r-i, T,.,t= 7 F L71`/'^fr i -�M/JI%-r+•1 !� i'%. 1�IH.i �Ir� - J ~ i .:C� ry � - tp �+��`� r (p -�r•� I ►.� -I v� _ �. •_ `� �• _ Pr'fl C�-n�All4 l p✓ r ~: tp�,Al4 NIpMI', • KS O•IuJ,lO.EPuWN inv,-.jh(�, LXLEPI Wir th T111R" 'J P/70.ntifINOfM SA LEVEL3 STAIR a ` SHEET 30 PS 3.3 LANDING BEAM ELEVATION BEAM SECTION 12BEAM SECTION / ISO. JOINT ' g-P zJ ---' -- of -I c•' <, PERM 1.T NO• 891.^bb JOB NO 86 OF 87 288697 ,.... ..•....w,...».v.�.,....-.• .. ' , •,.,.�.....w,,.i�- ......._----_-__...___ ..-.__...._..._�...._._ _.r..MtMIwM.►'°"'MeA�'�' mo� WIN ol MAIN n� �111111►I�11111111111111�IIF111FI1111111I1111111I11f1111I1111111111111�►I111�111�111�1111111111 I111�111�111�111�11111111111�111�1111111I1111111111111111111111f111111111�111Jill I1111111�1111111 .� • I 2 3 4 5 6 7 9 9 10 11 12 h NOTE: IF THIS MICROFILMED - i DRAWING THIS NOT ICE.E1F ISEDUETTAN THF QUALITY OF THE ORIGINAL. k DRAWING' OE 62 92 LZ 92 S2 b2 E12 22 12 02 61 91 Ll 91 51 b 1 e I a'1 11 M 6 9 L 9 S Ib E 2 I"•"' C5 �H11HNI1H111H111HIIHIIIHIILH1111111HHIH11111NIFHdIHFIIFHhFnIHHItIHhH11H11111111uu111111u11111116H111H1hU111�1JIIn1hItIIn111N1111n1InI11u11111u111111n111n1111u111u11UI1b1�11L1HIHHhH1111111uuliwllllll111111utluuUlldlluln11�111111wh111 � _ _ APRIL 11991 I - Cr r -T f 1 /7111 �(D 1 _-5) t 7 y j IIt _ 62 DIX Lu L w N n -7 o 11..1 Q - I OZ 1 Cr o 0 v I I i - 1 Lu moo ci I REINFORCEMENT KEYNOTES I A O 1 (4) - #6 VERTICAL . v��!I ' Cl*1G �`s ° •4 j 2. (2) - #5 @ 16" 0. (1 ) - EA. F U Sao C. ACE, I �� _ j I I /~� •-- � --� ' 3, #5 CORNER BAR @ EA, HORZ. BAR REF, DETAILS, onw I / I, 4. #6 BARS @ 24" O.C. VERTICAL. 5, (1 ) #6 BAR VERTICAL . _ 2 6, #6 BAR VERTICAL @ CORNER, ( I \ c / ` I / �Z Z• (2) - #6 BARS VERTICAL • - 1 8, #6 DOWELS (a I < j \�• l I I I EA. #6 VERT. TYP, 9• (2) - #5 @ T OP OF WALT. EXTEND 2' -0" BEYOND EDGE a _ ►' �, OF j I:ALL JR HOOK, 10, - - I(12 ) # @ CENTERLINE OF WALT. PLACED AS SHOWN. - ( 12) - #88 @ CENTERLINE OF WALL PLACED AS ShiOWN. 12. #5 @ 16" O.C, NEAR FACE OF WALI. , I 2 - 13, 45" MIN. LAP @ ALL #6 SPLICES. -- _ - � - � 15. #4 @ 12" O.C. EA, WAY. v) j � I(0� -- �._--- -- __ ` - - ---- 14. #3 NOSING BAR. - —-- _ _ _ _ w 16, (5) #4 DOWELS @ STAIR TO FOOTING OR WALL • I - - �- 17, 8" C,M, U, W/ #6024" O,C, VERT, & #5 @ 16" D.C. HOR I Z. O a LEVEL 1 STAIR PLAN 18. PROVIDE (2) TIES @ TOP OF WALL . 1 W / RETAINING WALL ELEVATION a: RETAINING _ 5 — WALL ELEVATION l,4 _ LAJ toer W —j— 13�n; I r. ys► - w a L �y r G y G 4 ( a ✓GINS_ �'FG 77 , ` DC L G O i 4 (cF I L,. \`• 4.) _ - / F rs.-, • •�I>iwj-1 � ,. ;' I a � � L(k• Vr�l TIF L O 01 F 61 T XFIt4F UJ i'4 T� t i la1 �.,�II __ I ' •✓` �.--" � I �F '�/r .• 4 'F :�- __ 6 .. 7 CMU / CONC. WALL CONN. Cc CMU / CONC. WALL CONN. CMU WALL CORNER REINF U) �T7: F— _-- Z C/) LEVEL ----___-�-- 2 STAIR ____ - 2 PLAN F I F LrI~ Q `i-�-V F•/ �-a � -- ► 1 CL 11.1 4 STAIR SECTION 40 N /oo I / I ,. • AWL }—#<oR3 - - xI � �' do u. L►�G'S -- '" 7 l T �� -' I .... I--, 2 .59 Lr CG � I r % \ � I'i/'' _.,.c." i,r� ,1.. � F T W E F r i• ��. ��I_c,. _ • ' r N \ ) ` 7 �(� - Ic �.�.._._ r " r+rL � 71C,Jc,T -.� \ /c. j OFK` AIR I QNJOI D-7E*__-'-LT SOLATI , / r�� a4 r 2 r C� f=M �,WY rJ ,� r.�. k"� ri. Ihl j r �j;�+l�l NT CMU WALL STIFFENER CMU W �. I, II, _ -� 2-�' � Tr-_ ►. �.��. �'- R ,�. 1 2 - .____--_ALL CORNER REINF. a,w,4BY T PILASTER DE1 AIL I T '�.L ' •J I — -�— �--HtI:KEL)8Y REVISIUNS oo 4 �` - •:'.� - �. t 1 . 7/ 10/89 --- :: ,�I� E I ti F t,�•-r �c„�I� _ 2. 8/ 14/89 Z e, 1 v �- .� C J O N \ yI� »I�IL�'h1(� --'--- --- • _.__, /' I ( M4ChFr17'C F.NGINE " INt' 4 IZr i! Iy ^-- eti"iGniS REESERVINGE 2 GI�Tc '►�%TFm LEVEL 3 STAIR PLAN , ; mum- i; C 1_ 'EF'MIT N0. R9126EI SHEET `� 4 SPANDREL SECTION _ -- �r �7 - CURB SE(;T10N 7 t,i PS 8 ' BEAM SECTIO ." - ��. WALLS CTION Iiii1111►�11111I1 111111( 111 111 III 1 1 1 111 1 1 1 1 1 1 I 1 I 1 1 1fi I I I cI s ( I I I I I I I I t' I I �► 1 1 11 1 r ( ( 1 1 (11111116141 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 � .j._j '.(.! 11i.. C7V97 2 ( 11 1 1 I I 1 � � 111111 11111I I _m,� . NOTE I I THIS MICRDf ILMED 4 5 I III 1 1 1 I I ( I ( r I l I i I I l I I l ( l DRAWING NO IS LESS CLEAR THAN —�`• (�` 7 THIS NOTICE, IT IS DUE To If 12 THE QUALITY OF DIE ORIGINAL • ee sz ez cz az sz ►z ez 'z tz oz er er it 91 91 fp 1 I , �IIIuNhHllunIH11Ll11hud,1111n111uuhnllnnluulRnbw1h1u6,Idn111nRInuh111Iuu11ulllnllu�ll111tII11rIrr1111ullltulnnlurdlrnl►nlhminulnuluttlllllllllllllll IIIIIIWIIWIUIIIIIIIII111I1rrrlll g s - b- -E --z- 1 ar..ft ` • Ilhlnhwlll�iiulwllnulu�llunhullunlnuhlu APRIL, 11 1991