Loading...
9600 SW OAK STREET-6 ' .y f4._ .a. ."."" (..+Fr i y'NIArf -,r r ��� krf:t'yr4�"FA P;ry,• iR+�'" r rpjf..,c,(�,P.N.. ,+A i� °. +) f: . ' � - , > � f . d.�,,J 'M i * • � T.'�� �., •t, � ; - t4 �'«'ilv`r '�� Y�, .�twM•r� w Ii', ,�.y,' i w e. � , I r r �I 3/ h '°d.`'t.Io�t�usTlot�1 >i4►al� j-- �i-!��'KI (�.` 1,1.F' PVL / sew IZA UP igs 4. � �. 0L BG �� 2&0 C.. W QI> a �. ter- ww P$ t 14ds c f"4 scgm to �� q.. la.,� Ip`� I>0>< 14 �, --.--- ---- %7. v - ' ,, ---f ►a`.�'`--' Sri W., 14-Y, I4 % p � � -- h ,, i'`r t I N LST I!j•�U L.AYA T y 1 ►� .,]C_ ` ' ,� � . ', i bo M t'�'3 I-l�t�_.,Id''T'l�•lG. I �lf�1T" �` � rn -Z v > 1 Z \/Ace 3 ec N n L 0 0 1q, tf-I L A > m co •..�.Y•,•r�r. cp Ln p I < r._ co cc o APPROVED FOR CONSTRUCTION Q o CITY OF TIGARD I w 0 Ln C) SITE ADDRESSS� ,.S�.l� DQ�', �-. Q ' , I � __TITLEF_ DATE .Z z Q LIJ T_ I Y �+ ')1)A'iN BY `+ SHE E T NO LA f ri O Q C7 2U i 111 ft -• Y 7r f k 1. 9 II _.._ ?• . ..r/A .. _... ____ ...__ "-�z,x -•'R >3T .!�'. �h�r�I� s'M 11 Ill III III III rl� rll Ill Ill III I III I Ill III t11 I II111 III III Itl 1 I II II7711l III III III III III Ill Ill Ill III rir Ill rir Ill III III ill rir III ,11 III rlr Ilr rrl "."...'_- � I ! � I �rir I III I II �II (� 2 3 4 5 8 7 8 9 10III 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THS ORIGINAL - --- - -------- i DRAWING. OE 6z 8Z 't? 9z' sz bz Ez Zz Iz o7 6l BI LI 91 sl t'-I El ?Ill 01 d • L 9 S b IE z I"'"" A�!IIunlllnllulllullllllllrnlrllllnnlllllllullulllllul;IuluU�rmlUnitlnlnilllnllullluull1111nI1111�IInuIIIuIInilnlllnnllulllulll1111rlullu11111111w1ulLllnllnullul�hllllulll�llllllllulllllulllnlnnlnnllullN911tu�ullliluW1�111111nn1n1l�uUlul .. APRIL � � 1991 _ w, �. ._--.....�arM.�M+N'-_..qac:.:....w-.r<..�„�,•'�,,..'4�.r...:...,,. _... ,....-.,,w� t. . r �'MAF•MM.Tnw7Mr1^,ati r•:a�,n at�nyra.. -�s wv ,_, .. - Mt.� . .. C -_ www �.�� •..,, 5 OWL 6 ut'r L y Qat" -- --- - - W/ Q a b / ut' 7D Act— -b j 14 fu, I - \' t 171)o _• laid"�•� I� (l��1�'SU R� I ___`---------------_--___--_ _ •- _�__._..___�.. _-�._._._..� __._.--._ _ —__ _�__ 24wst ? 247 T '� V40 It ___� ,-_- 'A" , � � L 7 5 275 TT A h t b;'r�► I IATA ; If i0 7. of • �..�a 25t, 44 rb 1 } a 1W to - l "_ I��►r I ,R; --�, •,\� , , _ _ , !_. _ irL 4+ gnat 14KA 4k OCA 713 wo K4 10 Tjb dip t+ .1 ► 00 ..... 941, 1 -�- �;� • 1 � - �.. ��;�- b, � '$��� tb U P -tom-� 10 p �'�' IVPICA. lot* sao f -- w � ► ► -- ---rr. I ��,ID �.. 3�oL� _ 3 EG (If 3 bc, `�- �f Ir y 45 c (f CA 1 f . gyp 16 IL i--- 11 P To W F-J0 L I NO R-Tt+- 5�D U L IF. HVAC 2. NO F 0 F-, r L.... A tiuclter Eoew 14a"r ZD-lZ � WCYR f .05"1 1'41-!0 ♦A POM 204M SPsok")r Eone D&Xpoc EA- 2 r d LLj u'� M 800CV" Q .05-PD 24 *140 VA POWISS WX*RCS ;> M 00 QO10 C1► illltlCiteC Ease ZQ-1_4 Z a) 4 11100 N t! .065 f}6S0 PtA.0 Zp VA POWER SC1�Ct � (D I-- � 00 P1IWk*r Zone Da �c j 0 0 O � 1 cD 720 CPP" d .06S" 24 tom► �:;? VA MOMmR J101iitCIS CL M Ln Parker ton• Dempe•r 1D-- Q 1 O j �� •. S "0 CPN e.01" PD 24 20 VA POWzR 8c►L'AC11 tf) > ZILnCn P* Dowercer gone Doer ZD- Q I IU 30 CD N-V ? !R 0 -065" PAC 20 VA SOURC2 I 111 y,I e D Z Parker Son lwpe r a D- Y� � !10 CrN Q .Oi3- PES ! 'Y-20 va woN13R ssSURCe a -1 Marker gone De = �--•- -, elpe: D-10 400 CF" Q .05" Pr ',2W 20 VA Pout1R souRCS r P4rk*t Sone Dawpi r ND-10 °f 690 CPR 0 .09" PO :T-M 20 vA PONaR sOURCS �_. Parker Sone Damper xD-14 tM/ 1210 CPI! a .050 PD IT-we 20 VA POWER SOUIIQCE 77-0 r Jillill­ { Parker Zone Damper �� 1230 CPK ! .050- PD. YAC 20 Ve POIIeR SOURCt DRAWN B r :a Parker Sone Damper D-12S�.�� ��,... 1000 CRR f .07" PDC 20 SIA PONRR Sc1t11ztCR 41t: Parker =one Damper •. SH.ET NO 1140 CIPM .07" PO ZA 4AC til VA PMXlt swoici !marker Bene Ifarnlper �✓U t.-..= 1140 CVN .01" PD ;p-,��1 c 20 VA POWER SoMC■ (�o _'Fa ;r • 4 a Vat' ParParkerSpbe Dam� _ 'g :C�'11.( A .LN" PC $ �•� 20 VA ........... .' •�, '`", T �� r.e►..r Ira. ewwpa b CT" 2 0, I a? I _>4 "c2p VA E s� JI.. ,. .. , y r owl woh*Apll�l III, ' I I:I 1...,...-1 i I ,......".,, �.. ,.� I t I I I III111111111111111�1111111I11111dill 1111111111111111 0�1111111t111Jill 111111 I1111111IIIIIl11Illlfill!1111111IIIIfII1I1111111IIIIIIItf11111111IT111111I1111111Illllllll!111111 ", .,., NOTE : I F TH IS M 1CROF I LMED �^-�-"-�-�—i--- ? � ���.►�4,..... 5 _ 7 1� 9 1 0 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, I1 IS DUE TU THF QUALITY OF THE ORIGINAL DRAWING. - -- OE 62, BZ LZ 92 51I7 bZ EZ ZZ iZ OZ 61 QI LI 91 SI tt•I EI iIII II 01 6 9 L 9 i b E Z 1 �►!I�IIIIIuII�tuIllul�Inllnu�Inllln1�111t111II111111Uu�unlllu,��wltnl�lullnu�llll11111�IIlIIIIII�IlUIt1�I�I11111111�IIIIIIIII�IIIII1111�1111�IIII�I11111111�1U111111111±,f;I!f�1;1111111�1111�1111�11111u1I�IIIIIIIII�IIIIIIIII�IIII�IWIlllJllill�llll�)IIIU111�1111�IIIIIIII1�IWlllll ,: � I' .APRIL 1991 y� �y •�p,yy� �r vr•'• ',�'�E�Y�gk'Y'�,- '.P, T'T"`%I• d_.a .. n �,_� , , �.T�_ _----�y 1 �. R .,��.�y„ a:royF'jS iFj'' t1° ,�{" !' ;&�„'' A R'�b„�'�.vj" '.v �7'.'-..A .I ,�rrv;d�lF r-.09.'.',.° "' ',5i'•A9 � t�j,'r ;.r R F •fir F J'�f,'•- ��.'P]I�e '� '_• kt� • !` �i , �`*'. gyp' .�. H..: ;Q'4v , °s:. �.i, ,'–`7k.�,:�." ��. ♦,i. . ,. �.- _ , a F-l -- U .. w 144 ItAk __.___r � i `�1 UP 11> '� id $ reg► r 141* I f T7 t5t b4ti <t +to MOO -Al - 'R-4a'l 41V + �4 X 22.. iJ Alt t � 1 Aft- - •�!�"� •� 111 A 54 tj 40 �., D -fit" .. s` 14" �f f7j I �r 144+* 104+ .•gyp '� � :�..� - ;�, 1 :35� � ) lip �y ^�` 046, ODA.— ...��,. -�- �, '...ate-�'�'��►- 35D '� �''� � � -� � � � � _� _ _. .�-.'.�. •`�12'� _ � { r IV Wilt NEC*, t,lf 1v :� _ __ I 1 i _k Sim I° t C .,. �, � ; 44 � ,�,IE,�' ., ' i ��' I �pt� ��Mo� �4a� ;�a.o,� �,C� �_S,1r►,_�_.:.�._ 20 af TZ) ?� x 16 1 iG 'to A C-I d Tic> x 16 1� —_— E(!� U r:, �A E. ,��IL>R F 8*0 CrN � ,.07• PD 2 24 VA ROMA! sOVRCe Z Q LLJ LI)6 C'7 Z0n1107AK+rD 2 OVIC 20 VA POM19R •9O+JEtCH 1- 00 �4 VA ____�__^__ d IiRrsR :mss D,u�PsaCE cJQ - 1440 CPR 4.03- 24 v VA POMSR SOURCE O � O � t►A'E1atsR g�� OAM1iffiR 3a-14 0 xCD 4111 CI'R 4 .030 PD ]' .�gl 20 VA POWER SOURCE Q ? Ue Lt7 U) W PJ1RiI tons VAR>1 rA }�0 0 I ) .030po 24 20 VA P'ma" SOURCII ii :f7 r. ZP P AIRt w 3=8 DA"RR 20-10 � LLJ "0 CPn @ .03-PD 24�"AC�-20 VL POWER SOURCE z � Y � p"Itil t ZOMi 011101 4R 1i-10 Q Q .�0 CLPM ! .D6" VA 21­i11Z 20 VA POWER SOURCI w ` !1�1i>) PAWS zoos, DA1�sll � _ �t1 .04 /� 24 20 VA P,'JMR7� 8Ot1FCt D ip&RAtsR SON DAI4tPL"R :0^ 20 VA N�fER SnUF¢CE 950 CPR � .04- to 2� Z iPARRIM bAAt I , t, Hv _ 7 1130 G!'+1 .03• PD C 20 VA POMtR A0(MlC1 2R PARMM ,tiOnR DRRPeR 2i V# ^, 2G1 vA POi1RR SOURCE tC ca. \.-�/ 1340 Cftl ! .06' PD � I �©5 Pit nve Bonn DAMPER j�;,�4 1 1230 CPR 4 .05" PD �!• VAC 2a vA POWER Stll1RCY SHEET NO _ r-4RR6R Soon DANtitR Q- � 19 • 1:50 C'PM 0 .05" PD �C :'.0 VA PONeR SOUIlCi! 2A soaks taAmm - \14 15ta CIO • .Os` PD C 20 vA POWER SOURC• IiP�s�t�>IicsMl �aro�s'�AC :o VA trrtsR sOuttcs s 0 C-7 D >P N sm 4 OB N() P6 W�c xo VA POIIRR SIURt� r EI "'I Ilk Wr.N yl�'•{.•.tptY BMKi.�. : - '. .. A.M1+ 9'.. -.•r,w... .. • _. ..-�.wn►T-" ._..�'� I I 1 1 I 1 1 I 1 I 1 1 1 I I I � I 1 I I I 1 1 I I { i I I 1 I I , : _ . .• A 11� i, 1 111 I I I'I 1 1 III 1 I tlt 1111► 1 ► 111 III 111 I 1111 II IiI 1 t Ilt iii iIi 1 111 111 IIi i i III IIi III t l tll i11111111 11111iI11111111 i111111111111tI IIII1111111111t :. I I ib 111 12 _ 2 3 4 5 6 9 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, '.1 15 DUE TO 1 THF QUALITY OF THE ORIGINAL _ DRAWING, OE be P2 12 92 S2 bZ EZ Z ' 12 OZ 61 BI LI 91 SI t,I EI al 11 01 6 9 [ 9 S t, E 2 44 Itluuluuhn1lnl�llulhnilllullll,Intthminnitll111mi1iu6,1111,111i IiIIIt1111111111111T111t111iIIiI1NII11t1�111111111111111111111111IIIi1ltitlltllliHltllNlllll111111111lIIIIUIIIIIIillllllll�tI111Utlllull11III IIIall IIImilmlllilloullWbm6liIUullllllnlltmho APRIL 11 19 c,_) 1 1 T y S S b�'° !^ e; i,RT ;'+N"�t 7 ► `iN , �tZ i • Ly 01 Ale b ` r +,yO'fib r n�) ���I I�V 1' 0 ,. iicic I 1 ��y i '^'��r I ' 1 �� � "c 2J4 .r�� F+TM -- .' W-Mr,,.. -! --�.'•�- - - --•• ... ►�f. +.. __ �• "'ate_ {;�! "-011 - 0+- -lob— '�" 24 D { '.�N ...� _....Aar 47...._...� � I ! tel....+..+...... I too l - I •'�'� t�t.�I� lob {'�'�`�-�- �► . ,. � -- 1� � .. .+_ � �` f3 � B� .� N- L, - -71 .- r ' - T� ¢ , �„ -, 1 V�/' ' 15"'x.. _ MKS- to M 1 _ i+\ �'` 1 -1 _ I I t ase ks<t «4--- _••. i .-_.__ �-._. a,K.__ ;��...___ lig� �j"�„� � -� ►C3� I fi I� i �- I t SAGO" FO f0 �✓ . Ir' S is _4/ �1 l�}'a t •1 i -- 7 40 z cad ii • Ians4-'�► �--.� : _-._....-,..�...__.-....__,,.r _.a f_. .__ .,�._...______.....,...._. __._,._ ►�..:. �_. __,.__.,_.._-�- �.. _ ....._. ..�.......... _.�t._:;,.� _ 1(J � 'fro lypo } s1 ", ,� A_"�► �- ��►�' ' ,,- 2,ax �Jb lig► i�C�'► �f' w iG. I� I+�. ,�, t�,l�, .., i�, �it:�,�-•- FP �,y,� 2Z to 00 r7l Tyr Ile+ Adpic . ..- .-.-.-.r�-�� ►------- 11 � 'M'►�+.r+!'��lw�"�' �1_ �A O y Jc j�,x. ..,� i ,�Lw�-- 1 b � --r- ' -.� ..�._ .�.. ., 1R. 2.> — �� + -ti ;—+ 16 T 14 '� - ML , _ ,. _._ !"►C1 t, r 111���. �x ` .+rr'' •+ . � �. r,"�"C•.. ..� ' , _ --- -� } .gyp � � i � i —.-._„•-�,�,,_ I � ('..,r � ..-� � � --- ' __ _ _ _ - _- __ � � �� � � t {A�► � ! �'�� ' i to�r 1 _._ ! TD A�C' l� � �- I � ! ' ' Tb -►-,� i 6P®_ r It .. k. .e ' + �`�^'"" .�1 $ tom► -.�'r �. '•� f _ .-.�1._.. .....,�.. ....,M.•�+•r..A..►-.,,.rte-,-. y JAP Tb Q J1 A4 PW ur • rlr. ' ' < '" - `.+nr/ 1 w� }mow' :.0)L41 ` . ' ,,,^. „ �``•+ Zp 'Jli�rRitR_-200011 DA'SpRp 0.1cl � 0 we CPI! • .01. PD _ �'�� .lCf t/A t0lIER 410tIRCR z HVAC. ,— 4-Ti,.l4 0 D R... 'IOLA MX PAwK'i�il AORE i?AMPER 4010 800 ILY • .07 PD r C 20 VA PC)A►EIp sl7UACE C� IPMA1i, 20019 DAMPER D 4 Q = rl') CO 710 Coli! • •06- PD 7 i' 20 Vh POWM SOURCE � � o F-- M y PARkAfr ZONE R 0-8 U 0 4� W►A • •06°, 11141 2 C 20 VA POWER SOURCE M tP '' PARRI Nt MXM IIAMM M i b•- 0 `t uj O \.,^'J 640 CON • .03- MI 2� 2V V` POMER SOURCE O - w Z \ Z u) PAMMR I091; DRMPEE jU�}�0, goo CIIMI • .04- ro 2�1 PAC 20 VA POMER SOURCE V � C) Ie <:ARKRipI ZQ1�l! DA1t1PER ZA-10 Z `C 500 Cir" 0 .03` PO 2rV 20 VA POWER SOURCE iQ Q PAAAER Ia11E DAMIER Z►!-I0 LJ • 700 CIIM 1 .06- 24 VM M VA P,IWSP SOURCR = PARKER ICltIR DAMPOR ZO- 4 12'10 CiM • .05- PD C 2U VA PQIIEIit 90UREC 1�ViD PARKIN 1011E DAMPHR 2D,-�}�4 1050 CPH 4 .02 PD 2X- 20 VA PQM9R 900RCH Cr Zp NARKIM ZOITE DANPOR 014 1210 C1'M 9 .04- PD QAC 20VA PONIEP 9OUNCIt PARKFA IOU DAMPER D�14 � � g f � e 1100 CSM f .03* VO W-'IC 20 -we, PVMsit sauRCtt �•-;., • PARKIN 90" DAMPBR D- 4 I�HH T Ni, 1200 CI'M ? .04- PV ��C 20 VA PCOn SOURCR rVi I PliiilrlsR 9,QMt iJ�IrtPMb "c 20 VA lOMMR Ek>11Me 14W0 CRf1 • 0 - ti �M� 1 , 25 1500 lino • .�• AC 1116 VA IM,14 SD$Wg rir1TE n'�$L°�•l '+ � ,� t+ F ,. y b ts. � _ 41A�1>[2/l DA O ►' 1 ��,',g or + �! til. x�r M-' ll f? r1Ya 'rY.: -- is .' - •� �`..,. �/ILS ..__ 8221,)q A pjA T, mumholawkwwwafto--WIN • r �,�yy 001 will, npfJpY'i1Y�!yi/ 1M•Q�M7'l 'M`.cFT"T^4 ",ln�9r'__'i4+w...y,�Yr'.M^I'i .� !�!! +'fM - L O '�{111► 111 111 111 111 111 111 111 111 111 i{I I{I III III 111 111 I�'1 I{1 111 111 111 ►{) 1) ill 1{I I{1 111 111 ill illlll', I{1 1{1 Ilt Ili ►lllfll tllllll ill{I{1 1{1'Igr tl1I1g111(i'Ili V i � llilil � � lll � � Il � l � l � lll � llll � ll � � I �� � � : 2 3 4 5 6 7 8 cl I'0 I I 12 NOTE: IF TH1S MICROFILMED — I DRAWING IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE TO THF QUALITY OF Tib ORIGINAL ----- - -- --- DRAWING. OE 62 82 a 92 SZ ve EZ Z? 12 OZ 61 81I1 LI 9)1 SI bl EI Zi II 01 6 6► 1 9 S�� b c Z 1�r1111111U1111utlllN�lnlltlltlllululi�litlllill�llll�lillllul{nlrlunlnliluu�hll�lllllllll�llll�llll�lllt�lltillllllllltllrll�lll1�11t1lllll�llillllll�illlillll�lIIII1ilIIIII1�IItlilllllit11I1111)4111INIll1111�UII�INIIIININN�I111�IW11lLff111,1III1l,liUlllfl�r,IgI�NN�I111I111E1111) A APRIL19911 �. + K I 7 ti Ac D I _ /Acr4G T jAKA fi�(_&I'Or,-- 7' _ !.%X IMP.. 90k 22 PC4, ' Ilk a+. F IL.1 I h1. .. T Nom`CrK• �� I ��:�D�` t� 7 '��. 2D -rypr _c.ti„ 15 W _ c - vVT -Lmw- 64 �-�._.w....n,—.._►...+.11R' ..r.I�r! __.... ..r..n_._.. - ._n .r,�,T.+Tw+.,,`._.,�'T.r._.r,4+".^,_ _.r ._.},.._.-.. � \ �__ ... .- _ -w .. N IZ►'' 2-J4 + ! � i I ..�- - --- ` I d `1' --- --r•- r I� .,t .... ,., - `� _moi. �._ > ,,a�C .. h_ -- - tA Or LAW w I I p" i j S+ S 7+ fie. ► / t ..' i I I \ 10 Z Iiit sc, '� p ! � Y...__ __-. ..� V_ ,,��yy ;,.�, �• _.-._. .._ _ / � � �sQ� r �M 41 f �. �l r �y�] 1 r� 1 .'�• +�... .,�A� AW.- -A ' ''.rte "s — .« ✓ I �^ i� T DIY•IcIpf [InjI t �'r¢ _'rV --�-�, 1° tir�c,K `,+2►� �,�. . � •",fit*-M .._.._._......�.. ... .� ..... - - ..,..--,... __. _ �i.. _ ._._ _ . ..._ ... _ Aar � }� . __ M' � T wN,a— Ito'* �' �'i l�iirl'� ..r I F+ ..� ` .�—• '� 1 -.• �w - dlx r ice" �[ N�cL .G_ f ` 1 - 1p �� r F. r' L �' °'ten-� 1_i►�' 1t i"t r ^r--.. j mstw ,>o 'lp �+!! 2pG t`!� C SWtT 2�] , " P D K I ' _ 132: /� �► l ..,►"".,,,� off.� 1c.1� ,�_ � Ar- V.21144W mph `I .�Ir•+^ _. �. Oka, ....... �? �..-Z-'- -- - ��► ."y.,.,,,.,,,, _..�» / .�.�. _._... `�r�+.,. ._....,,,1, u,�� I � — �1 t ` Id,� ',25 -_ T4�' Fes? I=ter ( Ic�'�' -�--- ,,,� +��...• 9 y�., f z p Q.L..�1 I'� l4 jj ..„ G ( ` E P WD 1100 14jN+ 0 11112 '".�,""'' `",�"` ' ► r t II Off' LLJ 144, ---r- 1 JD L 135' S75� 575e 70e i A4 I! rel _•�., ; .. + � `� _� �rH . J � rrM.-._.-..—._._r.._...r...�.__.. _ti.•..._...•_.._...+.._.r_.....ww•..ww _�...--.�_-._.�..��_...- _r__r -- _.—_-_. _ ..r. .�.�_..._ -._ �.._+.-._.. ` .� ___.-�+..Y-_w.._ .-.+.�...�—.._.. __.� _...—._.Y_........-__..--..—..w-.. .n..+_�...-yaM--_ -.-.�..�.rJ.�•�w+w. ._ .,y_.�........-...w. ..�.. .._...- .. �..._._...��r.._...r—.. r._.-_nA.►•..— _..r_r+.n..�w_+�r.�-�.r+r-++_..� r..__+._+-4+�.+_.. � :1- .y.._.. t- Z.n 2214 22 I �►ir-'V I a''Nt � L 1,6 leA _1 �?N,®�!� `'•\/'�`\\, EQU i V, ft� t� 5 Lt4 E�DUL 4 . Icxlit Cacrier 40DP-014 OW. 12.5 ?on Zv #ARRQR 'LONE. DAPI RR ZD-12 New POW*C hxhoust . SMOKE PW M cT61m i +1900 CPN 0 .CS' PD 2 VAC 20 VA POWER SOURCE �• 1�D�'�r V 4.1z, F 1 !f. t A,,,C-r r C `L 3��1! •m AC-1 PARKER 100E 6- PI) 8D-12 O > Un co V J 4/Y" �» HVA 3 7 n r , �j Li 1� , 9<K! G'RII ,(�6 PD 22 VA(' 20 VA POWER SOURCE )llm�_ E Q � coAU a 9 Lb4xTt ,,,. . C 0 u fes, I ` ';' A C, 'S Sawa as AC-1 z� M I C ._ . ..,_.. PAPRRA ZONE DAMPER ZD-1C ;st , �� F...1M•1 �� H 720 CFM 0 AM- PD 2T-VA 2U VA POKER SOURCE � Cn Y00 al 140im and a iA Ulm by othaft �E�INh+WPIS J F�1 SCS . ' �!, 1 - C� I?.C, �}- sa" as Acc-1 Lj � 0p PARKER ZONE DAMPER zv_8 (D t r'i�rw ��� 4�L �1 + s,`;' �� 5 gas* as AC-1 7 460 CrM f .07- PD 2�AC 20 VA POWER SOURCE [t O cf ' ��� ��o�aaa� ar Voltage cs�s�3, y I�, ►'�'�'1� L' _`. ----- Q j O `n PARKER ZONE DA14PBRZD--10 (n LLI -*t: p,t.L G�L►V?"`/11C'�►'K +�C'�S sanwr is a►c-1 3 6So CFM 0 .US" PD YAC 20 VA POWER SOURCE �-ifCio�a +eltsvC1 »�.og ;p1�'�pC>f , :y ��-? Some as Ac-i zD PARKER SOME UAMPER ZD-10 Q � O tilt a� with _. L. ) L.a4 . , �', j _ - 650 CFM ! .OS" PD 2 �C 20 VA POWER SOUkCe ( V' I .- �... 1 3 ritfS win. d�etterit� 411E l ple1� c hL_Q s�s+r as A_C 1 Z w i „- Z.P PARKeR zoNl7 DAMPER aD-l0 Y + '' �i:. 19 Same as Ac­l `-= �' r 700 CFM @ .06" PD 22 VAC 20 VA POWER SOURCEPARKER ~ Q t � „ frelr� Md t +r 111 1kC. to 8.1ae e• liC-1 �`__. 700 CFMZ0 .06"PDG2aZD 020 VAPOWER scwncr: _ pp r > Immu me Ian 90 A ad � " aC I 5taas +rr C-) 1 tD �...__ -T PARKER 20NL► DAMPER ZD-14 1100 CF" N .05"PD 24 VI 20 VA POWER SOURCE • 'a,. A'�C 12 Ames a s J1G-1 !IGo bs a� 1o�1e1af: ai'ith a�� a�-�Inkcr ' PARKER SONS DAMPER ZD-16 I9r Cackler 48 DP-16 NOM. 15 TOn • 1650 CPM M .06" PD 'I-VI►C 20 VA POWER 30rIRCIC " Hv b be ark &t Gr !ac belat1m g orad 71 r lkac ocaol ince >� x000 cF'M � 1 .0" SSP 115.R MaIA "satinyinputcl_!� a8 �� f. fQ 1MHA Cot�1inq cap. 90 eewiths Cmok PARKKR ZONE tN►MPER ZD-I4 �--��ArAtch to be in Rconomixer A EOae[ sach�uat with NwCkN BwtsQt 1300 CFM ! .OS" PD 24 C 2C, VA PO"rR SOURCE ' r�w�wrd d� I � i Air C �f Q au / ✓1114. 166© 1 ba- MCA> 70 208V 3 pha►ae Q L�..., P1kAK6A DOME DAMPER ZD-14 Gr 1�v5IX_ R_ . to � slttr��s �K` now Carr i*c 40 411IT-006 13100 CFM ! .05" PC N. VAC 20 VA POWER SOURCE 5 ton wt11M, L9�Y # 0.6" 063E Z,t�, ;I JkW a P�W d 00 9a "fm 60 M®e 1060«S.r�q Input 64 MA �f PARKRR ZONE DAMPER ZD-14 1125 CrM ! .05 PD -VIC 20 VA NOWSK SOURCE (r� a Caoliny CAP. !' 90 degrees ODs MCAs 40 + MY/3+ !+'9� '' taftw wt. 79S lbs. �',� P*RKgP ZONE DAMPXP 1D-14 [Al ., `.1T7 MOO CVAl 0 .OT"PD 1�C 20 VA POWER SOURCs .�'-� P1N1Ka1M a'oMac W1MPeM1 ZO-14 1nTf y ! . 1260 CPM t .0�3" PD 3+t`YxC 20 VM POMNR S ORA " f'�[,`r", TO, OWL REQ e0M>N DAMPEtI D- , Cr* • ,95" PD 20 VA Pf1we,, AiIORCa{ .F , ¢ CJI:: :?4 r '4-iiiito '•frM• _. .._. ._�__. �Illlti (111111 1111111 1111111 1111111 1111111 1111111 Illflll (IIlifi 1111111 1111111 11111171111111 1111111 111111 1111111Illll�l II11111 1111111 i11111 111111111111111Il( � ( ( l l l l l l ,� � , - 1 2 3 4 5 6 7 l3 9 10 I ! 12 NCl TE: IF THIS MICROFILMED -- -- DRAWING 1z) LESS CLEAR THAN ! THIS NOTICE! 11 IS DUCT TO THF QUALITY OF THE ORIGINAL DRAW ING. 0c 62 6'2 L2 92 S2 dL EZ Z2 IZ 02 61 81 LI 91 SI bl EI 21 II 01 6 9 L 9 S b E 2 lawiso �►1111111111111111111111111111111111111111UIIIIIIIIIIIIINIIIIIIIIIIIIIIIfU11111111t1111111111111111111111111111111111111111111111111111(111111111111111111111111111111111111111111111�111111111�lIIIIIIII�Ulllllti�111�1)lllln111n111u111n1111111ttu�dllllitl�uttlltulllllll1u�1111f11►t�tWh111 � '� ' APR14, 111991 y� Revisions By fJ «� 40�t r' G A i rJ . _ ( -02 - 1 98 1A I 6 LIGHTS OF � 3 EOUAI_. W I DTH _- 2 6 L I GH OF EQUAL W I DTH 12 " E I 1 I -4 12 4 I 2 - x 2 - ALUM . TUBE 2 i I � 6 � 3 it - - i \ -- I �-- C _ .. - -- B �+ �04 I R I DG ' SKYLIGHT I GHT AT r-10FRTr CnC PYRA /`1 I D SKYL I T /A,. TR I Uiv,, I ESTIMATED T-4-EU- EST I MATED -F-Et-D -VERii=+f )- U DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS A CURB D I M E N S I 0 N �- -- 192 " �-2; - -�-_ ��,, , ___--._ ,� �- ------ - - - , - - � - 1 �- -;�, I LENGTH 336 B RISE PER FOOT 12 ~ _. BWI_D_ TH- -- -- - I .t -412 132 1 ,,2 C I D WALL W I DTH .,..� HEIGHT 20 38 " ; ,` .. % m NOTE : SEE PAGE.- 2 FOR 0 I �\ErI S I OII PO I f IT AND DETAILS _ E HE I GHT 32 " 7 � � m � I UNI I T AS SHOW[, F P I TCH � ' J N C: cn U; m NOTE t: � PAG `=�_ � FOR DI M ��� ► C r•1 �'� 1 ^�T- AN Dr-TA I L.Is CU Ln Ln> l U tit i .� (17 p C� N Ln CD Dete : II LA 88 cl--716 .n A- Sces I Drawn : Job : RECEIVED RECEIVED Sheet NO. 8822(.)9 MAR 3 0 1989 MAR 2 9 1989 tt�� 0 //�� _... � R&H Constructirn, Inc. S�1 1.11" •.5"F 11 ► 11111111111111111111111IIIltllli 11111111111 1 1 1 1 1 i._ I ... I 1 1 1 1 i l l i f t► ! ( 1 1 1 1 11 111 1 I C ( 11) 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 111 111 1 1 1 1 1 1 1 1 111 111 111 111 1 1 111 1„ _ _ � I� � I I I I ( ( 1 I ( I I I I I I I I VIII II { III { 1111111 { 11111 .{ 1111 I ( I III _ NOTE: IF THIS MICROFILMED I 4 5 6 7 8 9 110 11 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. 0E 62 92 1Lb47 2 92 SZ b2 E2 ZZ IZ OZ 61 91 I 91 S1 .I l EI 21 11 01 6 9 L 9 IS �r to E 11JO I3MA �1111111111111111111fill 111111111111111111161111111111{11}111111111111111111111111111N11111111111111111{IIIIIiHI1111111111111111IIIIIIli 1Jill l111111111111111� 1111111111111111111IIIUIIIIIIIIIIIIIIIIIIIIIIIII�lu1{III11u11111111111111U1111111111111WU1111nIlllllllli1111!li1�111111111111111U1111 w APRIL 11 1991 1 Rev iaione �y ,a l . 062 • THICK ALUM , COVER i F3 ;RIVET AS REQUIRED / F4 ' /,v , 040 ' THICK ALUMINUM COVER O TYPICAL. HIP ` 1 TYPICAL PURLIN I i \IN. f S 2 \ ! '\ I / 1 2 --� i -4J Cn F3 C C 0 F4 _ _ Ll _ j' L CU 3 •� = 0 oz) Co Aj —___ Ln �..r m -� 2 Ln J TYPICAL RAFTER _ SERIES 3000 RAF"TER CAL SI � l_ �4 TYPICAL Drown : L E, Job i RICEIVID Sheel. : R&N Constructic,I, Inc. 7 f71_.. 2' } ,II''I'IIII'IIII'I','I'ilI'f.l'VIII'IIIIIII,IIIIIII,IIIiII1IlIII�II'I�IIII�IIItfII�IIIIIII111 �tIIII I I II IlI III II IIIIIIIII�IIIIIIIiIIIIIII,III�IIIiIII�IIIIITII�IIIiIIIIIIIIIIIIIII'IIIIIAI 1 5 s z NOTE: IF THIS M ICROF 1 LMED '�"�'�"" DRAWING IS LESS CLEAR THAN 41 U THIS NOTICE, I? IS DUE Tt, THF QUALITY OF THE ORICLNAL _ DRAWING, OC 62 92 12 92 SZ b2 E2 :;Z I;3 OZ fit 91 LI - VI SI VI CA 21 If 01 8'....'•• 9 L 9 S b E Z �►11i1ItI�Illlillll�Illlilllllllllillll�llllillll�11111u11'fllliilllllll1h1111�l�I�IIIIIIIt'IIIIIulllllOflnlllllllll+llllu�III111uIIluIlI111�IIIIlIu1�I1111►'llllnllnlllllulnl�uuluull�llllll�IWll1l�UIIIIIIIIIIIIIIIIIIIIIIIunliwlllWII111ull�lluWl�llIIIIIIIl�nIIIIwhI) !��, w APRIL1991 - -- -- - - - -- -------- Revisions By u j F2 F2 S2 1lR,� 2 I i CF 2) 2 i I 5 Q (�) TYPICAL 1 FRONT CORNER RAFTER 3 BACK CORN R f „ - 2 \ -rF 7 TYP I CAL BACK ENDWALI_ 22 N EXTRUSION . 010 ' THINK If j RELIEF HOLE FOR INSTALLATION �I L� INTERNAL_ RIDGE SLATES j OF FASTENER -- 5 REDHEAD PRONTO F2 _ ANCHOR I 0 (jF2 06'\ TYP I r-AL RIDGE a S I LL_ ON WALL �� FRONT \� AL.._L COLUMN F'�C `n"-•- 'a" Q J �. I / I I C PREPAINTED FLASHING TO MATCH 1 I -1 m m BUILDING COLOR OD C RI Q' L� i � N ' CD 6 CD D I MENS I ON POINT --_----- IT `J O S I Ll- ON i UE3E -_ ,��_ I 4� LnLn CC) I Dot-e: 11 /4/88 Scole : 6 ' = 1 ' I Drown G . C . Job : PLAZA WEST RECEIVED -.-� MAR 2 9 Sheet : 1`'u`I R&H IMIIIIII 1'�11�1lIIIIIIfIIIIrl�lrlr`'Illlrll`IIIIIII�lllll�III�III,�'Illl�rlll�}Illllllr�l�l`I�Ilrlllil I�,r`Ilrlllll��ll ,ll�l�lllll'I�I�I�Ii1�r�rII�111Irll�,l,l,�rlrl,,fill'1111111,I1r�IIILIIIIIIr�rl� �, �, __ . l l I 12 NOTE: I F TH IS M ICROF 1 LMED DRAWING IS LESS CLEAR THAN 9 s THIS NOTICE, IT IS DUF. TO K THF QUALITY OF THE ORIGINAL DRAWING' OE 62 ez Lz 92 sz *z Ez zz Iz oz 61 el LI 91 Sl bI EI zl 11 01 6 6 L 9 s b ' ,rll�Un�uu�ulllnu�null►il�nll�rulI111IINII�IINIIIa�I,rlluunu�Inu�uuillll�llll�IIIIIII�,�HIIIIIII�INl�1111�1111�t111�111I�lIII�IIII�IIIIIIIIIInuluullu1111uIlul�uulullllu111u1111u11111;�UnIuIIIIIII�IIII�1111�I111�IWIH1111111J1111�1111�!��111�1IIJ�111111U1�111 �I � ►PRIL 1991 L �� ..I I I '11 �• JL 1,0RTLAND. O1)E(,0fI � OF �g� ' N a � i ► a, z 4 I.La 1 . LW 1 9600 S . W . Oak i t i n Tiogard , i I � 1 i 4 1 w I Q I 1 PROJECT INFORMATION: SHEET INDEX : VICINITY MAP L It T1 Title Sheet SITE: OWNER: " \ a WEST Sw �.Area:a: 129,460Farm EST OUS• 141 a PROGRESS = Z :s W ` ^ FLORENCE LA r POR4A� - Al ' Site e s.f. F.I.A. Associates Park W Fq �� w . Parkin Spaces: 198 Existing 1601 Response Road Suite 300 Site Plan --�-� ��- ----- z :r' S,N -Ro- ° -. Parking P g p Sacramento, Ca. 95815 A2 Gound Floor Plan/ � % r 1 - . Typical Floor Plan .4 N°R5F, SW BIRCH 5. o " DI N(T m CEDAR " 5 w wi 8Aq (916) 9 0-4051 \ # WA�HiNGTON t I3 L I�, s m - N,LeAgG S CCDAR gE3i Sr s w Building Area: 71 ,600 s.f. y �3 Lobby Reflected Ceiling Flans `Wog i r; 5 �" .11,""". sw W. N11 qWD � .1 1 SQUARE a s COLS NUT ST 3 C " • r..y ARCHITECT: A4 Corridor Reflected Ceiling Plans kjI „r,, ' = _ 5r:w aApEl $r g I 3 ELWV% 0 ST 5^ re As W �MMIKy J S A E 5 57 _ / 4 9 E YEI iLPI f I ,t' hOS h 5 N Construction Type: II F.R. LEE/2.0FF/WADDLE PARTNERSHIP, ARCHITECTS AS Atrium Section \ —, �__� 5,. ;r =� 3 wS 1i Ey CN STin 5285 S.W. Meadows Road, Suite 340 J s� W " Pp,k METIG ' Lake Oswego Oregon 97035 A6 Exterior Elevations/ s g Y` W 5 $T - 1" 4A ' , Occupancy. Group "B-211 a W "p $T , ' Partial Roof Plan �,t� ITE E W LOCUST^ {ST` i i i (503) 684-4747 ►t hf `_ _ < w _ _ - 1 p , s Locus sT N i C '. 7\,. '; 5 w MAP, L r S T y .n .- C 'a Location: Separated all sides A7 Interior Elevations .�4�0 211 " o S� STI 1 ' STRUCTURAL, ENGINEER: A8 Architectural Details g i 4 'L " w "$r " sW OAK d 3� L p BERRY/FALLER Engineering Inc. 3`r4 / ' 3 PINE a 5T N W I Building Use: Office A9 Architectural Details 1 ' 701 S.E. Miller Street s $�;`r . - ,` " Sw SPR Sr N o„ ILLA �----- s Portland Oregon 97202 po "$w TA A '"°� 5 _ '" ` Structural Loading: Roof Load 25 sf ' - ~ W p 503 231 0717 -� IT o r - stir•L GSTAt! W ~ W<Sr Z —1 C,� I RID ' i ( > I1 Interior Finishes Play mrt� NBURG' W $r =sT^ I PC I Wind Load UBC 80 mph/ RTN DAKOTA f ;W NORTH OAA° A ' T ; # 3 :1 71 I "� r 4 -- Con 1 f f Exposure B Ground Floor N, " _ < < 5� pr N ;� � 1 C i I2 Interior Finishes Plan/ _ �� z ! ,' $W NAih E` p MECHANICAL CONTRACTOR. .i r , s a s \� _ R Seismic, UBC Zone II Natkin and Company Typical Lobby WR° ,r - L� ` N -" \G - - =� A s' ' X04 JI s L[wts S; Q4' S" GAVLOR 3Y 14725 S.W. 72nd Ave. J \. ' LCL .IG1, " s Q4 - \ i ; ,.. " a r`\ s w Al.UuvST Governing Agency: City of Tigard OR. Tigard Oregon 97223 = 1 9 5 i N r n[Aopw Sr �, SW NG.EL PL u ' < 4 I 3 N D U A�51� ssC !R (503) 682-8052 Sl Roof Framin��T,, Plan/ N r ,� ,4P S I �r� w DOUGLIS FramingSections v N �yw o _: 1 SW IO.tN DA Ski�� rs Pa ��' I c`- sY Q s �Lt� ` 7 i Canopy Framing lan/ CE•Dl r L/` ' _ A ti os 3» z O , LANDSCAPE ARCHITECT: ST R sw ,j �, ' r s s4 m U �° SW "Epy $T = - Struc ural General Notes & M Ts { Rosenfeld and Associates Sw ERR ,•" s "�° \ •'"� fry r `'� Sw LA 5Wn LEGAL DESCRIPTION: p � 3T "s "� it \ y rN �a 5 � Sr� (0)U, OOG " W Specifications 1 703 S.W. Clay "s_. Section 35 Township1 South Range 1 West of' Willamette S2 Structural Details 1 NN��P '��tir, °°9� �� ` "`hlM� — ,Y' F �� r, g Portl and Oregon 97201 ". ° y w, i �, A 1 G N 1 �--� •!1� t <h` S. l ti �. Sl i ..P 5' �� ; Sr / . Meridian, Washington County, State of Oregon. (503) 222-5484 = - �'�N, - ' SA "' `st _ u `µ r TIGARD ,. Sw sE C _� sw ray 4a gviN Nom _ osw(00 [itr J J Ll Landscape Demolition & °aGAN SW ¢ PP S r J CAt3vt �- * N gR`TDEL uv (s�• `* t r� '�~ 'Q .tv Pond A r nth S. 3v \'' t t• p C Irrigation D;Irc:,,�ive o . s \ $W G $w'�VA�A '� T .• P �` I 0p ; —�-- — ; ° r o� _ I S w Pond L2 Planting Plan = ' - 5W i IN r °< ; s w 00% .A `r o 5'r i 4, \ °s ; o y�t 4— I g � �" w c rr " r LcoP f.. � GENERAL CONTRACTOR: d = U i an c Iq!,A EMs , ^ t J� ,l• y ' Iy7 Tf\ C"CRgY F ..R AC• R & H Construction TT O 4 N 1 sT J S w FA NAVE t r ,, .. Sr 5 w LOGE'N000 338 N.W. 5th Ave. '��,�Kv EN Cr •. - " KRUSE Portland Oregon 9721117 _ SN C HIL L IEW rA hILLVI s W l7TN \Sw T(CN C. R JP ? g O < O< SYc MC DONALD _ " "mss 1P _r. 4-- `'�" SWyN7WAR (503) 228-7177 _ t r-��:.RM T T NO., f�302.`��(:)9 9 017 t C; vjg,7lj:e'. 1 1 ... ...w.•roaurw..r..ww q.WtAMr _.,.:./N... �,+.pMW ...wr.. .—....n.wrwr...n.....en..l. .w.+ ..:.»w.n ..w.-...,. 41.x.... . M+..Mw.ww.M..w.M'w ,`` .u•nn..w»..a1+.M .c.r..........,nw.-,...w..rn...rw.m+.inrr.lv4vnvunW+aa,.... •:wgRMO,.IN^'^M.e W.,.r RPMMR"u'tW.:4i.. a ..ugly.pNlp pry,m ...vYa.W.fu.�1'1.'.MwFw..+O.M'M.......w.w .... w�+..`+.NM�'•^'.. ..-. ._ -w. . i ►" i i i i i i i i i i i IIS I I 1 I I I I I I I I I f I o ill I I I I III I I iii i i i 1111 iIi iIi i1� i1i i i �lillillliltlllllllilll ( Il111ll � Ill"�llil � lillllllilllllllllll llllllllll i ( i 1IIlIIliIl11 2 3 4 5 6 7 8 9 10 II 12 NOTE: IF THIS MICROFILMED DRAWING 1S LESS CLEAR THAN TF1 I S NOTICE. IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 8Z c2 92 V ►2 EZ 22 12 OZ 61 IRI LI 91 aI b1 CI a1 11 01 6 9 t n S b E z Ia,riir �4 tulunlunlunluululnuluIn,lunlunlnali,ul,I, lnl+ ilIniluulunluuliuilunln ►liuilnuluuli�i�lniilniiliu,htnlnuluiilnnluu! niluuluulluilunhulliwluuliIuiunlunlimIilnllw6ilhijbuul1-u66iiIii111iu1luobi APRIL 111991 11 ,}� "; EXIST. BUILDING SIGN -- LIGHT FIXTURE MOUNTED - -_ ��X�' 1 1' 61) TO BE REMOVED ON 1'-4'CONIC.COL.,TYP. OF 27! 2� B ------------wwww-- -- --- - - - wwww--wwww-- --- EXIST. SIDEWALK `- -- IFY -W- 1 t1�� A.C. RAMP AS REC�UI BY THE ----....�1 b• l BUILDING ""''` -...- _` SLEEVE AS REO'D.FOR IDENTIFICATION —,------- "�- --._� \ CITY OF rIGA►I�D ST ARDS _ t2 REMOVE EX�ST!NG SIDE C-. ' 1 _W :r (__ O ­ -.X-----.-..mmommilmmlovbeww,—� ,�,.,:,;---.:,, __ .0, - SIGN `~`` -�� --. ..._. ._.. wwww --- ELEC CONDUIT — _ . _ _ _ __ __ --�-___ _ _ '... = z -_ /' A`e , 'I.,, WALK AS RE'N'D TOA.CCOMIDATE , � � C -.--•--.._,._„_._ - .. ..`"-`-J 1 QS w •. - .• .. I NEW CURBING AND NEW 2 �`� :r „�.� .. ,� �, I SIDEWA,I_K RAMP �� Q a �`� °'"-w - - - - _ - - - - -F'dAU EXIST. PAYING - EXISTING CONC. STAIRS TO Ag SIM. )rr 1*1 1 AND W. . NEW CONC, _. - REMAIN, PAINT EXPANSION JOINT �'-0' Sf� %1 SIDJV .- �, EXISTING HANDRAILS --- — 4 - �___-__ �- I ..•.: : ,. TER1wAINAT POWLR AT EW _ _ ,_._ '__ "--• '•:;. ,' ; . i i I I f ; i r.:'r r:r,: :t' BUILDING LGN I A8 IGN GE O4 NEW I = : 1- r r: � `�•,.:• ! i i , i ,�:;; ,;ti ,;'•ti' .::'•;a;.:, '•,: NEW CONIC PAVING ON ! 10'-0' REIN '.VJ IST. P LNG } r{:�r,r {r :r: i = --- i f {;' r:r;` .:•�f: •:'r,::r:;'.."..": COMPACTED GRAVEL. FILL I I •- REMO E EXIS LNG ! �'" ( ALL S RIPIN I ! EMO EXI T.C Ilct.:r ` ' 'ti.•:: ' 'ti'` '`` o OVER EXIST CONIC PAVING ! ` I tr r. r tr ! I ! PAVI AND YI i i ! I I I I ., . AVIN TO ALO 0OR ' `r, .•; * :•: . - i •t•tr •'t•••••••r•• ••f i� PAVING TO MAI UH . 4 NEW CONIC.PAVI (4` Mt ' `: :, :, r i EXIST. SLOPE AWA ,' UNIT PAVERS OVER EXIST. `}r`'• '`•:r•' ..:, :'. a Y ! PAVING ,:i:is ', -h--- FRO DRIVE THRU I1� 't ti:: , ;: ;: r' ;, I__ M E --- EX G ' TAKING '"r�r �` ' ' ''S`r PROVIDE CONIC.CURB �" I EXISTING PARKING ` ISTIN Pr CENTERLINE .:�r r 'r"` r•''`'` _ y 5 N k4. . 21' REMOVE EXIST. PAVING, : �t. :'.'','�I _ A4 I OF EXIST.DRIV - -� .•f ;t AND CONCRETE APPROACH ` PROVIDE EXP. ,, VE SIDEWALK "' ..t:`r ri' � AS SHOWN L JT.AT LINE OF , . . . . . 6. NEW LANDSCAPE PLANTER `•`:*.%* .. .._.. .._.. .._. 11 : NEW C NCR E ---,----- SIM. EXIST NG FUNDIC ! ':;.f::t;' r�:':::. r1 PARKING ST,NLL I 1 ! t EXISTING POWER a o PAVIN , TYP. I ! ! I ! ----f I _ _ i i EX S NG PO E POLE Ew T _ ' ! I I I 8'-8 3 I , .. , ;TOR AIN { ! I I ST. TCH IN i-t---�a TO BE RELOCATED •-a � o� LIGN INSIDE H.C. Y"1 = H.C. ! ! ! I ! E ! in F WALL WJ I I '. !POW RTO GHT IXTURS E I i I I TI R N I ,`" G - IST. CURBING E I _ 4 _. 4 ! A8 .:SIM. IT r.. ' ANDUILDI GSI AS A�(J'D I I I i I f i cZ O @E REMOVED � I`� ----- � s' 2 � -r •1-18'-6' PROVIDE NEW CONC CURB µ w 3 'Ir I� I i I� ! E I ( i 1 NC PAVING H U' 0I�E -_ I.............�...�........ bEAS _ T�iASH LOS• RE I 4t WK)E IAGOI AL I I ; ; i ------------------------------wwww-- -------------------------wwww-- --- OCCUR YP � Z � WHERE NEW CO #D S T I S*TRIPIN FOR i i I I I I I I I \ w `� C V11 . I i I i ' i 1 ! ! � ­ I lCl I ! L I 1.� i L• N ZONE ill Ii % . I _ .. % i I I i i 4 I 11 i ! ! ! i _ , i i ! E i ■ ■ - i ■ ■ i ,/ .1 Y FENCING CYCLONE N ENC NG AND LO E i .A 1 FROM EXIST.TRASH i GATES RO ST L W NS N R T REMOVED VED NOTE' ILL WALLS AND COLUMNS E CLOSU E TO E �d x z3 z .-..-..-..-•• IN R T GARAGE AREA OBE PAINTED 1 G I 1 � 111111 ■ ■ I !! ■ I i I ! ! I I ! ! ! ! I , ! 1 :i i f = i I 1 I i 1 E '-:�R•. '•'Oj;!.POND�:�': ��:�:':�:;���;� '`:;� ���:' ����� �;: �:':�� �:�:�:':;�': . I i � I ETEM.. ! , ! ; I , 1 I I E I t t 3 : i , i , EX I ST1 G WA I I I ! 3 ! I 'T I ORE IN I is I E !! I I ! I i I ii I i I E L 0 z __ - - __ �.i .......:........% **...­*...*** _ .. _ .. r� - _�. r_•-••-• I ; __.i� + I ! �I 3 I 1 1 i 4 i i E 1 I e I , I I i E ! ! _ l I E I 1 1 i i } , , A8 I I I i E E ! ! I LQ.1 s f Y i ! i 1 ..I i REMOVE EXIST.CO REMOVE EXIST, H EMO E I NC E E E TRASH UJ W PROVIDE CONIC. r ALK AND PRO t�E NC GSUR CY LJNE 17 T P E L E C w se W W/ WN. P S SHO I PT PVI ALK RAM A FENCING A A PAVING �: NC G ND CH SL NEW W TO ...,, .%Jb. ENO IQ OPE E ALK 17 T . 411C :;, _ _ .0 C U FENCING G AS REO'D. RE-USE ENC N =-- - - _.—--=====r____--- — AT NEW TRASH ENCLOSURE EXIST. WALK TO REMAIN ,C , .,.._.-_..•.a., .. A..,w.- - _. E I I• 1 5.9 T C W W • I y I i I I I Qly " MATCH 7 r, 5.4 T P. �.� I I I , I I `. 9�a/ MA T G H P I `�- r 4 C I ! I31� MSI __ . __� I'l178.5 T C. I i - - - ■/o V I ! I I I . • . w . . . n w w I .� • • • • •"w • w w w • • w a w w A w"" w " w w A 71. % / w • n"w:w^•"w"w w•"w w"i •"•"w^a^a^w A^• w •" "-". 178.0 T P / w w w • w w • a w w A w w w w A w w w • w w • a ♦ w.^w • w w w w a • w • a w w w •"�r^a w a"w r • . w r • • a w w a w • w a w w a w w a • • w"w w w w • • w • w • w w• w A r w w a a • w • w w + w"w w w w w ! I� • / 7 } } I • • r w • • w w w • a w w • • a w w - • A w a w • w w w w A • w / I 1 E j I I I + w w w i w • • w w • w w • • w w r w w • w w • wwa"www • w w w a / / i I I I I ! E ' w r • • w • w w w w • w w • • • w w a A w w w w a A w ! w . w a w w r w w . w w w • w . • w w w w w w A w"A ."."w w.w w • w w w • w • w w w • • w w w • • w w • A . w w w w^w"w • y r_1 / E ! !' 1 1 I ww ww•"• w•A.w.•.w.w.w...w.w.w.a.aAww.A•Aw wwww-.w.w.•.ww-Awwa wAAww.a4 I 174.5 T.P. ' t • • A A w a • w • w w • r w • • a w w w w www w w w w w w w"w a w w i"i� r I I I rw"w"A"."w^wwA"/•"•"w w^w"+ ^wwww"•^A w" 11 4117 /w A AAA •" A wAw wAAw1 I� 11 ' 175.0 T.P . .% %.. .^ ^.". " -Z A ,✓ENTERLiNE 40 -����� w :';,F Exlsr DRIVE - -- r• %•. %. EXISTING PARKING a A"w""A - ""A w""" "i Fri - " A " "A ww AwA ^w ' O - - y % " " ""w www j r_ www "w" .wn w ^♦ i 41 j t www "w" wAA w w wA.. w" 189 6 CB` - +�L / / \ (P" w w A•w 1. r E h" "w" A•w w"" Ai T �\\ / I i I I ; l r /+^.^._.1.%%^ wwww AwAwwwww.wwwwwAAww.www.w.wwwwwwwwwwwwww_wwnA.w^ www.%% SITE NO I ES 40 z \ / f/ I I I ! I I n �!�► 1 173.8 T P �''� \ l I ! € ! i �A.w�.".�AAA .,. ^h lr 7 �'I . l /_ ! ! I w A www • F—, �Il`` �i/,�w .ww i 40(\ ___ _ ". . . A w CUORDINA TE S 1 E wORK WITH ALS 0—y - - ---� 174 0 T C /� �^ wAw . , AAr. AAA ."." A7ry ARCH,TE, I- 1iAl DOC MENT S OW4 = r �,c^ .^A MACH T �� �/ ___.. % ` �._'` A A .w. w_A ^} 2 SEE .ANDSC APE GNAW+►vGS FOR f'LANT!Nli .,...� 1 �I� w:f:'"^ " w"A AND iRRIvATIGN MATCH T P ! �.-+�ra- r X__X c-r�.�.•�,.•A.r� - 4 . "w� w . w w w 173.2 T C. �' wAA . A A w . A . A . "w w ."A": .'.^A". .". i."w • ."A". �.^.� A". w"w•w wAw.wA"A wAwA_A w"w•w w--- 3 ALL CONTROL JOINTS AND EXPANSION .ICINITS i i 172.8 T.P ." .w... "-"- -"^a. " " Ar CONCRETE WAL_S AND PAVING 70 BE w _ ww . w " www"w A w w A " ^A"w"A w w w1 AwwAA. "" _ """ " LOCATED AT EOUA. NTERvALS AND TO A^A A A A"A +"A A A"A"A w n"A"A A w"A"A"A A w"A"A A wAA{ .\\\ 172.0 ? C A A A A A A"_www_,_wAA_w_w_�_www A w.^ww_w_w_w_ A_A_A_+ n AAww_w_w A:A:A_^.wwd MATCH THE EXIST ESTABLISHEL' PA' "TERN _ . . A A"A^w A"A". ^"A^A "+4 1 MAX. SPACING FOP= EXPANSION JOINTS IS 1,2.1 l P . w A w -.". w w w A"A•n A w . A wA� w w"ww+^w^w"n A w A w w w A - w"w"^ w"A^A w""". 20'-O•� O.0 w w w + A w "A l ' L .w^w w-www ^w^w wA ^w www wAw wi w www w^w w"Aw wwAwww w.w . w A w w ww w w w w wA w A % w^w w"w" "w ^w A w " w w ^Aw w wnw " w^wA w^w w w^I w w w^ w w ^^w^w '-^-^-^-^-^A^-'-^-^---^-^-^-^-^^^-----^-w^-^ A ^w^ ^A^ A wA"n % \AA"A A". "A" "A . w" A w """ w "A^ A ^"" ^A" A ^ A +14 wa A A^w . wA ^A A" "" A "A "A^ ^w"A^ A A"A A A A w A.A n • GRADING PLAN www w A Awn n w" _ w w w w ^w w w w _ ^w"_ w ww^ w w _ w w w ^ww " w "w w w w w ^w .^ w w"w^w w^w^A^w^• w"A w"w"w • " wwA N www"w" www"w^ w^ A A A A w w w w w^"w"+ • A . wwww "ww ww•. "A"wwAAAw - wAwAw wnwww +w w"A n"A w.UNDISTURBEDAREA",AwA .".-A^, n ^w". w w w" w"w" ^ "w"w w A w w + w "w^w" w " "w" w w w a • w w w w w.w www w� w w . w ^ w w"^^w w "w " • w " ^ ^w^ • w w " w ww w w w.w+ +Aw 1 S 20'-U' w wwww• • w w w" ^w^ w A w w"^ w"w" "w"w A ^w "A ... ww A w ^A"A • .^ "A"w w A" w"w"w^ ".^w n� i \.w w w r w A"w • w w" w"w w" ^w" w "w w "w ^ . • w w w w w w w w " "w "w" ^w^ w w w "w"w w" w w w w"A •"www^w" • w" w w^A w ^n" w iI w w A w w w w^w^ w w w" ^w a w A w w w w ^A 1•w A w w a^www w^w w ^w +^w" w w"w w n w + w w w w ^w" "w • w w"w w" w w "w w w w w w� � •�w.w w w w w w"w www ww ww^ " w"w ^ w w w w ww w w " w+ w w `(.`! aAww Anw +ww wAA AA A A A wA" A A +"A"•" A "A" � wA• Aw w.w ^A w^ • w w" w^A ^w w n, \Aw AwA^w"^" ^ w w w "A^ A " "A" "Aw •^" A w"A"^ A^A A "A"A" A A"A^A^ ^+ wA" A A A A •+A" A A A w + A^A ^ . "A" A "A^ w^A" ^A" nA" wwA Aw ^ w w A^ A^A^ A" AwAA AwA AAA AAA A A - A ""^"^.^ w w^ A w"w^w w"w^n w"•"w w • w ww.� �w% A "+w _ 1 ^w w^w wAw w^w .. wnA www Aww wAA AwA - w Aw A w^ " ^ A^w A A A " " A .- !'•. A ^A^ AA AA wAw w^w wnA r ww wAA wA +.w ^. wnA www AAw ,��,"A w AA "wAw %^A wAw I I II GENERAL NOTES: A= AwA , n^ A� I I- \�w� AAA A ,A^"^w ."^w ..^w 1 ' ww^. Inn n w + wA" w� O G �w wnw AAw wAA A^ 1 . These drawings locate products, surfaces and materials and the notes essentially convey +w ^ ^ -- design intent. The project intent is to provide for a complete, working remodel. Upon Win_ A n ^ w"Aco �n^w^ A A ^A^ " w "A w A + ^ I co completion, all utilities should be connected and all penetrations through exterior walls ��wA^AwA^w^w^.^w^A^ AAAA �AAA'.AA-AAA-."AA"•wA-AA.^ A A�A.A " w"nw......r.A..^ ^A4, W — should be water tighi. Verify any discrepancies in the field w/documents with the Architect ',*1'1.^.^.^.^.^.%..%A^... . w ^ "www" A w ^ A "+^ AwAw^w^www wwwAA M � p C`". A Awww A A wA ^wAw "• AwA"A " wA" + w A �ny Ir prior to any action taken. ` -www - - """ A A w" "A" w wAf � wnw w n w.w wwww www •A .A A w w +ww " AAw ! w A"w"w • w w w w w^ w"w w"w"w w w"w ^ .`^^wwww.^ w Awwwwww +"www"wAwAwww • A ^^wwww^www^w www w wAn' �. 2. General Contractor to coordinate Architectural drawings w/Mechanical and Elco. drawings. - ."AwAA" ""_."AwAwAww ^""A A.. "Aw. wAA,^^ - AA,AAAA ^ wAw"AAwA wN/ ',) r- .�wAww ^ w w w w w w w w"A w w w"w" w ,w7 ) r All Mech. equip., ductwork, grilles d: registers furnished by mechanical contractor. All �! A w w ^ w -w- " A - A - w" , ^ " Q co r w w .. A w ^w w • w www w "A w w" demolition of mechanical equip., piping, etc. is to be preformed by Mechanical Contractor. +AAw^"^^^wwww^^^^wwww A wAA•A"AnA "w^wAAn^AAA. A �A A A n A Aw i t o w ^"A " A AwAw + A wwA A ��.•��w^w -^•^w w w w w w 3. All mechanical design to be by mechanical contractor. Submit plans& specifications to w..^. AwA•wwww r a".ww^www"w^w .w w"w w w^ ^A^w^w^ w �♦l A A r A • .ww A architect for review & approval prior to construction. Pay all fees and obtain all permits & �`AA . A wAw Aw AA contractor those items for demolition not indicated on dwgs. coord. elect. requirements for % `�'�;�� "-" IS INDICATED BY A SOLID LINE mech. systems with elect. contractor. 4. Electrical lighting plan is provided for reference only and is intended to show fixture types and locations. All electrical design to be by electrical contractor. Submit plans& specifications to architect for review & approval prior to construction. Pay all fees and obtain all permits & approvals from gpyerning agencies necessary to complete work. Coordinate with gen. contractor those'items for demolition not indicated on dwgs. cooid. elect, requirements for mech, systems with meth. contractor, 1 . S� PLAN / _ . ' . _ 1 t r't�ISI:C T r�IC.1. 13^^f:}P z 11'..4--1 ___- 1 =20'-0' �\ w� .• .. . . • . ..w►, ,. /� ( GUf'i RIC;M I I 'R W ' 1wl 111111111111111111111111111111111111111tllllIIII111111111iltltt'111IIIIIIji11II111111III III111111111111111llllllltltttttltltlllllllllllllllllllitilllllllllllltlllllllltllll11111'Illlile p r' OWT, I 1 1 ' r NOTE: I F THIS MICROFILMED bm 1 —?. 4 5 6 7 8 +_— 9 (U I I_ I- DRAWING IS LESS CLEAR THAN ' , r THIS NOTICE, IT IS DUE TO TNF QUALITY OF THE ORIGINAL. __ _____ DRAWING,, OE 6Z 9Z LZ 9Z SZ b2 EZ ZZ 12 ()Z 61 !!1 LI� 9I SI bt 6I 21 11 01 6 9 L 9 S b E�� 2 1 Omlrw I I �r -I 1,!Illllilllllliiiillllllllllllllllilllliiiillllllllllliilllllllllillllllll illlllllltlllll111liiiil1111111tilIIIIIUIIIIIIIIIIIIIIIIIIIIIiltllllllililtlilllllltltllt:Illltlillllllllllllil11111iliiiiliiiiiII11iIIIlIIWiniillll,luulnl11u111111111w1NBInlUlliihiii llluiilllniunliwlnl 5 `". - .Frl'. APRIL I �. 1991 1 i } '•16-0' ` _ _._-_- -- ----___ _-.. __ NEW CONC SIDEWALK, KALiEG AREA A •«< - t 3 ------ REMOVE EXIST CONC WAU( 1 c 0' WALL LL(Ak NU ' � 4� q6 - A� PAVING _ w 6.. ce (� EXIST C NC WALK tXISTIN W - r j ALL S I G T ♦ , i __ ..._ - __ - - ♦ - - - -1--'T _ � t - -- '�___ _� - - jl'.jj.ii.i.'. ?i#':1{ f:#I I ':i;:::':;i Ifll , ;; #:' :'Ti?{'.='�.'ff-..'i•}ir'�='r1;'-:,�i,-.,--,;-�. _-_-_._._-•_.-._.__-._-. EX ISTINGBENCH BE REMOVED WALL HEA' ER, ETC. 1-Ci -4"GONG COLUMNS PANTED ✓ f�• �......i...:...i...:...:..». .. .. ...).. ..;.. ::„:: :::: 11Z' TL)ULED SCORE JOINT, TYP I ,......j...{.»;..»...: �..i...,...t. ...j...: r•'3 :!}� '_? _ '�;!ij �':+i�k 'j�t,j:, {�k EXPANSION - �' ( _ `10' 0 ...' ~. �ID 3 �r2" MTL STUDS @ �b"G.0 P ON QUINT :;: .. . .... •.4 3-0- _ ::,r. :_ ji#'• I' I :_( }I = _:{ ___ _ #i'# '!}{;!;{ i iii w/ 5t'8' GYP BD EACH SIDE -2 •s ...j..� .;...... »:••#••�' :. .i:.a..a.. ::1.a...: � � :.. � . .. . {• CONC UNITA ERS OVER ...:.. I ?� �#; f'1 �l:{..iil:i•'?#I!!# f{�l '{' :{;_� `3 ? Ir##tga E EXIST PAVING Ec. tl 4" rECSL....1. .,..L.�.. ..a.. . 1.. ..,.. 1 8' HAr CANNELj .:' j..j.. ..I.. :..�:. :,j..»...j, .}.. ..�..�.. I 'Ij; i 1:�1# '} + !_ � ;,•1, ?}{'{:. '??__ }si _� 16" CC wr 5/8' G Y P BU ►� t-' ..•..",. l' ....... ' CONC. BORDER Wi . ..�. .. .. SMOOTH FINISH, TYP. .. I}iitilr(i:{{='`I ; . f} j } i! I ; ;kj,li#I;ff {{ r� (i•i'1=II��I�� I I!}# :;:, _ i�: I #�� #:_ ; �f ijf•ii`:c:' # ..,.. .. .. .. y..}.. .. j..,_. .;.-.;.. — i •ii :#f'.f # ( :{ {,# k=:� f N :Ilk=s:•c'•'i } f # 0 #..�.. ..j...j. _ .. ' _ lf� U i. _ ..1.. .. ...; i. _ 1 ' 'u, -4- .. »..y.. _.; EXPANSION JOINT :; I+t =k ;s;c s G .. . . } } .�. i 1 �M }. »..t..1. .. . ...i..a» i..i...s.. ......a �..; i . iit� f# k' # s =:I ;# ij !f� i{ }{ W V) ...;��E ��� L I..# ;Po .._-- - GUTTEF �} i.... ....... g ( I ..i.. .l.. .�:....»..i. ...j.. ;... : A8 = ''{;a l;. 'ljl•''I:I ii= If;s'�;!:i!} .'_ I''f'I ii!'k' _ _. .».. i. {.. }..�,.i._{. i;i!' 'I''.' :i k ;! i : ,s i ,•.s! };, rJ t` %...#.. %..i_ :. o Q . . �.: ..j.. .,. j. �.. I• ;.. .. - CONCa{yo }• :{i:=_i•.{ # ; ;;!:;,i:;,::_.' •{ li:=,r _.. •i { ! =;.:j; SKYLIGHT GUTTER BYNEW SIDEWALK } i}?'If•r' �{:_•• 'I { {##I ## '•l 3i +?:; SKYLIGHT MANUF t• SLOPE �_ � •)• � ..,. :;:..j. ..,.. ..j.. � „ SPE AWAY F ROM i�.,. .;# ,';!aj;}!ky :j =}+;•:�}%:•# w �.. ...:.... _r...i..... : ,lij.:,r.:. .'hij}l #Flt -., :.Y...;..,...;...i...:..........�...;...#... :}.:#j = �}{. ;;jj {!•. t/8" PER FOOT BACK Q .. . . .. .. .. ............ ......:...:..• j...% .. Biu G @ 114" PER FOOT f:.: ::#;i it+t•:�:=#"=y'f # 1 :_ ! `�iliflf { : �+ EXIST ENTRY CANOPY N j.. ..•.. ... .. .•.�..:...:..:...j 1 •'t#•�f="�;� �,;1 �; I .t#. 7 l f� 'i#: l�. •'' ..-. }.j.. .. .. ..l..i.. .. ...;...n»y_'((..;...;..»...}..»...t..a. !!i !# {r!j ;•jl �'' 111HP. :;,: Ln LA J I .j... ,:._. j.. NEW STOREFRONT SYSTEM ..•.... :. N. *** . '# #}i! SKYLIGHT w, CLEAR LEA R ? i ' TO CREATE VESTIBULE ..... ::.... ... GLAZING 4. i ..} .. ...i. #_ Ili If•l !ii{.# ,..�.».. .. .... . .. .. ,.l...j. ..»......;...}...;...{. .�=j ? ;II.,'•.#, :� j f� ;{ _:# i ^ # ''`#i. ; �{;, 1 #` _#_:. j .tis,. : .. � = a.. ..: ! , y i#i}•;�:�c••{:;ii}F + •#,i s ! + itr:•:.• r :f k...l... .�..,...�...1... ; ...�_,...j...;.. {?} #t i it Fiji 'i ="i�?€•ijy'• s{ EXPANSION JOINT •l #.. .. ..: :.j .. .. �., •_ Ff Ii: :#; GI• .=ii ! ! i }: t# i:•j}; 23 •t T 'l••. Y Y # r EXIST. CONIC CURB AND • r.. . a,.a;.... ;.. ...»i...»'.....(.... r ..}}»». WALK TO BE REMOVED_a.. j;j 'I!f}� sOW1 il { w.j..a....,.....i...t...i..: j1 ! I i;i• i•`s#{ f '}' # ; f ;:,!# ::}.:l =. r" ;..j.. . »..I. »..;.... . EXISTING RL DRAIN {Iii'=j1 ' } =it ! i •:=q J . •.'.' }� s It�,t { � 'i'' i•1 { 1= 7 A9 EXISTING ROOF BELOW / f— MODIFY to Y I D A S SMCW N ON N tD in' Z w 0 — X ELEVATIONS a I E ONS ---- w �VE UH :r5 ! A9 tE __ 1 01 t I TY i!i •5•• i ALIGN -- REMOVE EXIST. ;NAT.A x===T1 " ~ _ FiLL RECESSED AREA FO .' EXISTING STOREFHONTFRAMI G NEW CARPET TILE ' TU REMAINREPLACE E: ........................................... ..... ...... r•r•t i TINTED SINGLE GLAZING W/ I �, i CLEAR TEMPERED GLASS _ a?I)•7 w _ ____ MARBLE TILE, SEE ; INT.FIN.PLAN SHT. 11 SKYLIGHT i 1 ABOVE ;� REMOVE EXIST A9 BENCH, ALL STBRACKETS WALL BRACKETS AND PATCH I ;TYP. WALL AS REO'D CARPET PATTERN, SEE '. # :INT.FIN.PLAN SHT I i� ..,.� OPEN BELOW - - ifhl '02 # Ij! •—r-- ALIGN NEW STUD WALL wl EXIST WALL r { ti i EXIST S'ANDF, PE _7� EXIST. STANDPIPE ' REMOVE EXISTING _{ {• . _••• . _ X :t • :itk.:l:.:: '• #: I� ELECTRIC; FAN HEATER ALL EXIST WOOD HANDRA;L . , ='UP CAPS TO BE SAND EO AND ONO j' ILII is PAINTED AI:. JCI%TS AND j .. . . . . . ., _ IMPERFEC,r10NS TO BE FILLEC M ? AND SANDED SMOOTH REMOVE EXISTING If _ I CARPET PATTERN'' NOTES .- -'-'-'-'SEE , •- _ 3 1/2" MTL STUD WALL 'SEE INT. FIN 'ji BENCH AND STL `'* # _._ 'i`f w/ 518" GYP BD @ RUOM # PLAN Si-IT. i2 1 FLOOR MOUNTING � SIZE, ALIGN WALL UNDER i ALL DIMENSIONS INDICATED { STAIR STRINGER REMOVE EXIST ELEC ( '•,i t � � ARE TO FACE OF STUD OR FAN HEATER FACE OF STRUCTURE (U O.N ) / 3 A47 RELOCATE FIRE HOSE 2 ALL EXIST CORRiDIOR WALLS TO i•;f 6 iiI �!! EXIST FIRE HOSE RECIEVE NEW VINYL WALL C V '{+ CABINcT TO RF_ `1; i :,�. ;�_ CABINET IN NEW STUD O EKING ii' A7 II+ it AND RUBBER CARPET BASE PREPARE !' N _ jIi ,/ WALL UNDER STAIRS WALLS AS FOLLOWS. 1 REMOVE ALI. i RELOCATED �. .'; - tl S i it METAL CORNERS AT EXIST. FURRED j 1 9 • , , . . . .11 i -9' ;:=.''•';�1., y: `' __ _::•{ _' _ COLS AND COVER w/ 1 LAYER SIB' GYP LL BID . 2 FIL► ALL PARTITION JOINTS AS �- i -- - RECOMMENDED BY wAl! COVERING I _ I IN,37 ALLER TO PROVIDE SMOOTH •W Z J � I z w s t. � , • • `� - - - - - . . . UNIFORM SURFACE FOR ALL NEW WALL 2 I 3 z ' \�` COVERING _ EXIST. CONC. STAIR LANDING 1 0 O V 2C1 RN.L uFi'Q.H. �� - DU�iq ! 'TO REMAIN PROVIDE NEW CONC ?. ALL INTERIOR DOORS ARE TO RECIEVE . . . ' SERVICE LANDING OVER EXIST AS SHOWN NEW LATCH&LOCK SETS AS FOLLOWS: A8 ;o RAMP - .........- . ........._ .................................. :; ' FILL ALL JOINTS AND PROVIDE SMOOTH TENANT DOORS: ORE N 'i. II,, EXIST�F W �� LEVEL SURFACE FOR CARPET D70 OLYMPIAD ci FINISH TO MATCH EXIST. SEE INT.FIN = I I c VE PLAN SHT. l2 �E CORRIDOR TO r O I I ^' EXIST.CONC.WALK LOBBY EXIT DOORS: COUNTER MOUNT FOR TILE i 1031 TO REMAIN ,e OCYMPIAD SOAP DI SPENSER PATTERN, TYP 0 -- 7 — d co - — FIN.TO MATCH EXIST. BOBRICK B-8221 VNIMEN 1 0 ♦ t ----''� BLANK PLATE TO TYP MEN CHANGE DOOR PULLS p Z INNER KNOB UNLOCKED �"� 1.702 FLUSH ON ONE SIDE _- H m 7 REMOVE EXIST ;' Q h9 I o N�l SEE SHT. 12. INTERIOR FINISHES SURFACE MOUNT q7 `- PLAN FOR CORRIDOR CARPET PT & NAPKIN DISP "a 1 I "vi PATTERN 7 P T. DISPENSER/ WASTE BUCKET SURFACE MOUNT NAPKIN RECESSED P I 1 -4' 3'-p- (REMOVE EXIST SURFACE SEE NOTE 2 FOR DISP B-2802 DISPENSER WASTE __�____ _ .__. _,__ ♦ __� ___ - GROUND FLOOR MOUNT. FIXTURE),TYP. �--TREATMENT ON EXIST �� -� BUCKET B-36203 3 -READS @ 12" EA. PLAN CORRIDOR WALLS 1 ® 114 1 -.. ................... ..........._......_.............._..................._................................. _.......................... .,_.... ..._.........-... ..... A5 CENTS - - _ CENTER. . _ �LINE TYPICAL FLOOR FAN 4 RISERS 7 5" EA ' s -0' OF BUILDING 114' = 14" 1. i. OF 24 _,, ..,.rww.r ----.-----.a.rw+ r•va,.,•+w-•...r.••w..•.«,.,...»..vn....n...,.n•n.mw,,varir+wwa j11MrI4Aln«,�wMyM,r.'nwa<aYYn�Mw.w........-._.,.,,._... !�11If111111111111I '11111111111111I1IIIll IIIIIIIIIII 111Iiilllll1111111llllkllllllll11T111111IlllIlIlIfill ,.� 1 I t II � IIIIIIIIIIIIIIII � IITi � rlfillfl � ll ► IIIIiIIIIIIi � IIIIIII ,IIIII ' Illll fllllilllll ' III �y�; �•� NOTE: IF THIS M ICROF i LMED I- 2 3 4 5 6 7 8 9 110 I I_ 12 f DRAWING IS LESS CLEAR THAN ' THIS NOTICE, 17 IS CLUE TO THF QUALITY OF THE ORIGINAL DRAWING, t3 f. 62 nrr t2 92 SZ fZ E1Z ZZ 'L 02 61 8i It 91 eil ♦rl EI ZI II 01 A • L 9 SI•-�-.bE - Z 1I•"•"-ti'" ttI111111I1111111 fill Iif 1 11111f111111111111111111111111�11111uulw:nnllul{l�{1111111"11111111111011111111111111Ill IIIII11111111IIII,II11111111111111111IInIIIUl1Ill 11111I'll 1U11111111111111111}1W11111U11]llll�l�UIIIUIIUl11W111 APRIL, 11 1991 A8 �� '.°' .10i If C'1 .. { •ilii:I. #} "{` il i = # :) { # _! w ?i #'�` # ? — EXTERIOR INSULATION& FINISH SYSTEM @ 11'-0" :t t}:•.?�•;�# i :#ii.'{ :! ##�jj �} t' iii ��_��_.- _. ._---.____------ — .______—_ - fit [[ NEW OR EXIST RELOCATED 2X2 i} •i }•} # i} }��� E}{! }i ! } #`�##i _ SKYLIGHT w�'CLEAR GLAZING FLUCREFCENT LIGHT FIXTURE04 all EXISTING 2X2 FLUORESCENT I _ t `j #? '} } ( !• t t (� }II LIGHT FIXTURE TO REMAIN is _ t ,, . •, #?i,t i i}i}•#• 1 1-� --' EXISTING LIGHT FIXTURE v I -4"TYP. TO i \ BE RELOCATED Ad }}(}, �}?}��� }i••�••iI}ii EXIST MECHANICAL DIFUSER ;# lj I #�ll }#t TO BE REMOVED OR RELOCATEL; CK ao t ` it t t# a t � i w X ... I i +iiii??}` # i' # # LIGHT FIXTURE, TYP. OF 7, t ??i+?? #� ## # ; #, '! }� f # jj#? /-� RECESSED FLUORESCENT I � I 'i SEE SHT. A5 FOR ELEV HTS �J LIGHT FIXTURE 'LIGHTO�IER MODEL NO 8055 AO LIU a ii ?�i =f I •'#}�}#;i•. #Z}�# •i},•tE}}. .i' # i SURFACE MOUNT It F TORE }j3'F } Jjj L .�H T I X BE GA' MODEL +� 25 79P j aj 'u O I a iia �€ #+ t,: �?#? .;t• # :L 2Hill }#: ?►} EXISTING IT Z } S NG SOFF i. :i# 1 . ._.'.f... - L MOUNT U MIF Alx'�U R E i I #' } }•# 'LIGHTO R R ME !i NO. 6555 TO BE PAINTED I RELOCATE EXIST. RECESSED — ----- ---- — LIGHT FIXTURES AS INDICATED SURFACE MOUNT.FLUORESCENT LIG,1T FIXTURE 'LITHONIA' C248 `,-' � •-� t�� LINE OF EXTERIOR INSUL W/ SYLVANIA WARM WHITE &FINISH SYSTEM ABOVE FLUORESC ENT OR EQUAL I O Ae EXISTING CEILING (g� 11'-0" I % � " WALL MOUNT LIGHT FIXTURE i ?'•it ``}# — — — — — _ _ — _ _ 'LIGHTOLER' LUMIFRAME I NO. 10467 'O BE PAINTED l / I I EXIST RECESSED LIGHT FIXTURES TO GYP. BD. CEILING @ W REMAIN 9'-6'ABOVE 4TH FIN. GOR A69 I .--�"- OPEN ABOVE --�'"---,- \ PYRAMIDAL I� SKYLIGHT ABOVE �T j STEP IN GYP. 5 BD. CEIILING (f A9 0-0 } f i ABOVE LANDING X� �� `� /' � `� ELECTRICAL I / A9 / A9 /19 IM � XIST. GYP. M SOFFIT / GENERAL NOTES ( �••� G Y P BD / l / 09-4 ' ' TO REMAIN f f CEILING @ EXIST-1 GYP. BD SOFFIT / +�- g-�0" @ 8'-lM O REMAIN � GYP BD A9 / 1 / CEILING @ / *1- 10'-6" / + 66- TYP. \ ; 66", TYP. /7 NOTES .- 1. OTE : I 4 1. ALL CEILING HEIGHTS ARE LOCATED 14 I I II A9 FROM EACH FLOOR LEVEL FINISH FLOOR ROLL UP C.H FIRE GYP BO A9 # DC)rJR ~�` / 2. ALL NEW LIGHTING IS INDICATED ON \ SOFFIT(g'i /~ DRAWINGS. CONTRACTOR IS RESPONSIBLE T-1W / ABOVE74NG _._ FOR CONNECTING NEW LIGHTING TO EXIST, SE9VICE. NEW LIGHTING IS TO BE SWITCHED IN ALREADY ESTABLISHED LOCATIONS. GYP. BD CEILING® EXIST SUSF� ACOUSTIC w • • w w w w w w w w r J EMERGENCY LIGHTING IS TO BE PROVIDED Z ! — -� 8'-4" ' YP CLG. TO REMAIN Z i WHERE REQUIRED.ALL ELEC. CONDUIT IS TO I x c c r I I Ae , BE CONCEALED UNLESS DIRECTED BY ARCH. — - PAINT EXIST TILE. AND - T BAR `� co EXIST SUSP ACOUSTIC > i ! EXIST SUSPENDED �� Ac�UUST!C CEILI!VG CLG. TO REMAIN PAINT _— !_ '""" 1 _ -� u. Q w J vi 8i: C:EIL'G EXIST TILES AND T-BAR �''C_'! R E MA:N REMOVE EXIST FLUORESCENT �--- - LIGHT- LIGHT FIXTURES, RELOCATE AS - } - `� CE i i RE(.'0 IN CORRIDORS, TYP mi EXIST SUSPENDED +---- SEE SHT. A4 c C ACOUSTIC CE � NG TO A9 ` ' - FOR SHT, A4 OR I XIST SUSP ACOUSTIC s; Br. REMOVED AND ( EXIS1 SUSPENDED ACOUTIC REFLECTED REL .,CATED @ 7 6 I � I I I I I I CEILING TO BE REMOVED ' 0 CLG @ 6-6" A F F LOBBY CEILING PLAN --# AO GROUNDFLOOR 1 . REFLECTED C TYPICAL LOBBY CEI N CENTER LINE OF BUILDINf3...... 2. REELECTED CEILING KAN 1 r4' 14" _. _ 114' a 1'•0' i I it �, PYRI •+ , �'I'I'�'ltllltl�III�I��tItilltltlt�111�1111}Illtlllllt�lll�lll'�II�I�(t!}III}f}Il�lll�tlllll Illtlti} III#Illllllltll�tlllll!�t1111;1I}It#tl!�},}11,11111111:I�!,I#tltlt,tlt,tltlt;,I��ti}1111 ' �C:�` `- �.. _.... _ .. .,,, _. .W� ,",�� _ _ NOTE: IF T91S MICROFILMED 1 2 -- — --.�`�.....�>��w.... 4- _ 5 6 _ 78 9_ 10. _..�. _.� ...__ 12 I DRAWING IS LESS CLEAR THAN THIS NOTICE, I? IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. -- OE 62 02 LZ 92 SZ 102 E2 2z I Z 02 61 91 L I 91 5i 1 b I E I 21 11 01 6 9 L 9 S1-• b FI-.- 2 • t�illlllllll1111l1111ltlltlullul61l11111!llllllllnllllllll►IIIlulun�unlnn�tiullllllllllllul11u11!11u111u'n�lllllllllll�IlllIIIII�II11111111111u1r11111n11111111nII1111u11�u111uIIIn1111n111IIII111111UnIIlI111iIII11n1111111n11�wlNWnlllulllnu1J1111.u1111111nI�1W111) ' APRIL 11 1991 �T- OF L�A aw"7 rLWyz ! T UV w _ r LNrx ; I i ow Q ®r, , 09 -- --- -- - oe I - 11 o"iz ' --- - -- - --- - ---- -_ --{- - -- - - t --- ;/� o ov r u � • -- - - - �I u rJl�� ARS � ip�1 t�• u ;IUrJ& -m-es A,Jp T-F•F- SurPDl2Trv, NYac, I I I GSI 1.1lei(.� I Lis TD !! X00 T_ _71 o � /xr. 41 . f co d 2 rLLAW Q _ I 11� CORRIDOR REFLECTED CEILING PLAN'S � A 4 OF ZU1. ' 1 1 ►� I I I i l l l l l l 'I 1 1 1 1 1 1 1 1 1 Jill 1 1 ( l 1 1 1 1 1 I I III Ill Ill 111 I 1 ( III Ill ill 111 111 111 111 111 111 111 II I I I II ill III III 111 (111111 111111 . ► 1t � 111I111 � 111 ' 1 � 1 � 1IIIlll � lll � ll �lll � I � 1111 ' NOTE THIS MICROFILMED �" 1 3.- .- 4 5 E 9 I _I IA'12 s DRAWING IS LESS CLEAR THAN r THIS NOTICE, 11 IS DUE TO THF QUALITY (IF TIf ORIGINAL DRAWING, OC 62 92 LZ 92 S2 02 EZ ZZ 12 02 6f 91 LI 91 SI b► £1 71 II Ot 6 9 L 9 S b £ Z , .,APRIL 11 1991 ,CJ JAhIF, I. V,'AI)II!r TOP OF SKYLIGHT ��__ �----- PYRAMIDAL SKYLIGHT 4 I „ n PORTLAND, OREGON CLEAR GLASS v� 1 OF 0� V-0'•x3'-0" — A8 MECH. GRILL \ FOR EXHAUST FAN. l-- 20" x 20"MTI.ACCESS CENTER GRILL ON DOOR, PAINTED TO MATCH SKYLIGHT OPENING WALL, (TYP. OF 4) 2'-0" 12'-0" 2'-0" 44 v TOP OF PARAPET ....... -- -. 1 , r ..- _... .... u -- ;> � ROOF DECK - -- - ---- ------- _ -- Y Y 1 1 _ -----------; STRIP FLUORESCENT LIGHT � FIXTURE AROUND OPENING, 6 TYP Ln 00 O 13 A9 F—� –�-- REMOVE EXIST. WINDOW "`• A9 MULLION AND T.S. SIM. rf •• FIFTH FLOOR , A9 L __-=--— __-------_= -- _-------- — – 5M'GYP. BD. ON Till : x z .z z x z-zmxxxx:1xxx;R; 7/6'HAT CHANNELS x x z " x z zz x zz c z .zz z, xzxzxzzzxz zzxz"szwzxz z ,zz zxz z xz wOVER EXIST. I zzzzzzzz xzzxzxr'z x xx z zzx zzx zrz MASONRYWALL Fx x"x -x-z� x x z zx x z z zxzx x wz w zxz zxzx xz xz A9 zx Zzxzzx zzx x . x, z ,z x.., xxzzx x xzxw x x z`z"xzaczx xzzzzzzZxzzz zzzz �xxxz •x z .xzzz 0 z-x"x z z x;z- x z z x zz x-zz �x xxz xxz z EXIST. MASONRY . zxz x z xx . zxzx zxxzz x x z,x x"x x x x x z z„z" z x x xxz x'`zz�x zxzx x�� z"xz,�xcx xxz�� xzzxxzx VENEER WALL, y, AO zzxxwxz xxwzx x x x `z z xx rxx`zzzz "x x - PAINTED YN I zz` zz xi�z xzizz.�x x x�SCzz�Zx zxz x sz-z`xx r U� 12 z• zzr zzxzzzxz x" zzzz x �z x xx x xx z zxz � z zz xz- " zx w ,z z z x z " _ FOURTH FLOOR zz,z xzzxx x . zz x zxz i z 1 xxz- --- - -- --- -- --- ---------------------- : zx I� -zzzz UNE OF BUILDING BEYOND x N zzzz zzx•. � z zz �x I Xz§x x z�x"z"xx"s",x" xz �� zz zz x z xx �' zx xx x�"xzz�zzx zzx �" x - z zr x'z,,x x z �x�cxxxz z rMSI, xxw z zzx' ,x x'`z`xz zxz � x � x z • �� xxz zx�xx x x? ~zx: r� xx x zxJ-razzzziz�xz :x xx THIRD FLOOR ~ x 7 x"zz x zz ,xxz zz zzx z z z x EXI'3T. ENTRY z zz X. CANOPY TO REMAIN xz x x " ---------------------------- ------------------- z �� xxz z x xxxxzx xz zwz zxz z zz x zxzx zz z zxz" SKYLIGHT vw CLE11R GLASS A9 xX x"xxxz z� zzx xzziz. z " zxzx xxczi " M �. SIM. zzzz-x zzaxzz zx �xzxIz" =zz=zxz:z = fel zzzz xzxzxzzx zxz x xx wxwzz x x x z-zz;zz x zzzz: xxz z z �xx-xxz zzx zzzz zzzz zxx,,,, z xz z• x x'•z xxxxzx �' x x"z x.zzz-z xx zx - xxzzz x x � X11 M�"'I xzzzzz x z z x :r z zxz Ag zz- M xxzxxxx ,.z x xx zx� x x� I+tl xxxxzx zxz xzzzzxzzzzzz zxzzz z` z x zxx�zrzzzz EXIST. DRINK.. xxxxzx zxz zz zxz zx z zxzzz �....... ...... ...... FOUNTAIN xxxx,zsx � xz z x�z . TO REMAIN, tzzzx"xz zzx ;;"z"z z xxz"z zzzz"xzx'xzZ z xx w TYP z zxz "zxzzz z zx.zx xx ,x, xxz e d zzxhzz,xz zz xx•z zzzz x _.... .. •x,, E O z zzzzzzxzxzzzzzxzz zzx-zz zxzzxi zxxzz zx ! ;. _......... _.. .. ....._....... __................ _... COND FLO R ,x r z z z sz x z-z zx, • z. zx z ....., az-zwxzxzzxxxzxxxxzxzz xxzzxxxzxzz,�zx.xxzzxxzzXxx.z,�c•xx z zxxzz-zzzz zzx zxzx x zxzx - . -xzzxxxxzxxx zz xz x } A8 1 -- — �— z x z zzzz xxz x zxzzz x zzz"xzzzz:zxz:zzzzzzzzzzzz A8 ----------------------------------- xxxxzxzz ,zzzxzxzx xz xxxxzx x z x x x z x z z z zzx • x z x x-z x"xzYz x, zz zxz w z-z x,1515 x zxzzz xzzxx ,w-x z �xzY x "zz zzxzxzx xx.xrxwz. zxzxzzzzzz: zxxzz zxzzz wx-xzzxx xzxzxS zxzx x ! A8 xzzxx:x x zxzxxzzzxxzxzxx z w z,zxzzzxzxzzzx'xz .xxxxzxzxzxzzxxz x a: E• _: ,: xxz x z z x x zzzz x"z : x z z x x zz z z z z-z z 1'-4"CONC. COI.., !iI111 i;llll:,ll.1 �: L� -x•rzz x : zzzz"z.x xz x x z x-zzx x x x..x " xxz x x xwxz x-x-z xxzxxzzx,zz- zz x zzzx . zx . z , xxz -. wxxzxzx • z -wzxx x"zxx xzzxx x TYP., PAINTED z z x i z z x x"x 4111-w w z z r �zxxzxx x z-x zxz : z z z z LIGHT FIXTURE TOP •}I�= �• =II.I '��I }II xzzxx "z,xzx - xxzx x zx xzwxxxxzx x z xxxz xw,zzr xxzrx xzzxx-zxzzz z: Cr x x-z z: x x x x z x x- • EACH SIDE OF zxzx x-x z x x z z zrz z I x x " x"x :-x x x"zzx z z x x . . -z"x-x x z r z z = xxz zzzz " xxxx,xzxzxx„zxz-z;wx,wxxxzxx } zxzx zzzz . xz : xzwxz x xxxxzx x PORTECOCHERE Int} 11!!I xz xxz xz-xzzxx zxzx zxxxxxxzxzzxxzzzxxzzxzxxxzxxxxxzz zxzzz = 1} x-x"x z z"x z-z z,z-z"x-x x-x x x x z z,x-xx xxxxzx-xxxzzxz,x x , II.I• 4 xxz x z z zxxzz " •;�!jj}I�, ,I !}!: I x^XXX r X X;.X- X"X•x-X•x X"- x x z-X x X;x x x z-X•x,XxxxXzx x xz-z z x z x X.x. z r x•z z z x z.. : z z z,. - _;:�••; xx xxwx xxx•xzxxxxIIx ^ xxxz^- . xxz " x^xz zxzx xz zxxzzxxz-xxxxzx^zzszx ` I Z P xz-x - zxzx x - xz - xxxxzx xx xx xzzxx xI to z w,x" z z-x-z z r" :�-z"z z z z z"x x zxz z,zxx z z-z z } Z 3 t= II (! 1 }}I I x • x z x x • -- xxxxxxxxx xx - x,x x zzzz=,x -xxxxzx x xx 12 xxxxzzxxxzxzxzxzxzxzxzxzzzzzzzx•x x t I z-x,".w x x z-x;x z x-z z z z z zxzx-x z z Ci � =1 !I ! ! ==}!11 xx,.xwz zxxzzwzwx xx xxxxzxwxxxxzxxxxxzxxx sxzxwxx-zzx } :;zzzz zz•zzzxzz xx A9 zxzzzzzxxzx-xxzxxxzzx-zzx-xxz-x z -x x x"x x x " x•w z x x x x•x x x'x x'x x"x : }! x w GROUND FLOOR N N Q 00 O 7- m m 4 G 1 . ATRIUM SECTION 1/4" = 1'-0" PERMIT NO,,„ L�£�.2..'�'!.I9 COPYRIGHT L;R.'W ..�. ``�''1I1�/` 111'111 11,I,1, ,11'111 111�1i1 1111111 III�1(1 I h llTt Irllltl I}III}1 1111111 1}111) 1111111 lillt)I 1111111 Ill�lil 1111111 111111 ill',1, ,1,111, 111I1111,III11, i}II1111,toI11L' ,• (�*�! I t I � I I I II � I I I I ( 1 I i I ,I I NOTE: I F THIS M IGROF 1 LMEp ' 2 3 4 5 6 7 ^----- 8 9 10 I I 12 = THIS DRAW1NG IS NOTICE,LESS 11 IS CLEAR DUE THAN THF QUALITY OF THE ORIGINAL oRawlr pE 62 92 LZ 92 SZ bZ EZ ZZ 1 OZ 61 BI LI 91 SI bl EI 21 II 01 6 0 L 9 S b E Z i"•"" . ,n1111111iu11u111„ulnninul,u,Iu,ilII11I1111111HIlulln„I,whiuiunhuillilllllll�Hll{uni111111u11u�IhI1Ii1,IIIIIIIIIII,i{nuinu{nl►It1t11nlllnnlunhlulultlulf{Iluhnllltn�IwhUtlut11,n11,11111nlluulllllhwll>ll7llnultluUlulllll1111)111111n►tI1W1tt � 11 w I ~ I .APRIL �. � 1991 _ — PYRAMIDAL SkYLIGHT w/ 12 -..-,.----- PYRAMIDAL "'� CLEAR GLASS EXIST.WALL i PANELS ....- ..,.,, .: " -- TO BE PAINTED,TYP. i- _ -- .- I TYP 2'-8"D RECESS IN EXIST ---_ ;:;:< -- 1/4"CLEAR GLASS, TYP. INSUL ✓1 FIN. SYSTEM. , ' - .. ._.._ �`�� ~\ .o PORTLAND, OR:�.GON RECESS 3J4" BACK FROM \, b FACE OF FINISH 1/S" REFLECTIVE GLASS To MATCH EXIST. __ � i4 OF 0� AS A8 A6 A8 � � �� 239 L� _E ROOF DECK 7 V :' :. i: E ;:. € E ,•# ROOF DECK 23 0' ... ..:.... ::•!:,;.,._ €Ei:! ;f;: _,! _...... .. ......... _. ._. _...... .......................... ...... ...................._..».. ............,._ ALIGN ANGLE OF EXT INSUL &FIN SYSTEM WITH ANGLE ;;=i# '.'#€# Ag EXIST. REFLECTIVE GLASS Ir OF WINDOW FRAME 1 1/2"EXTERIOR INSULATON a Q 1 e FINISH SYSTEM OVER EXIST. T.Nr s frV x Y• H � N R TYP. 11M SO `J Ae CK i :• E _. i €EE€: ,:. :;.._•!.€€is;E.€€ E#;E; t i .##•EE ci _ ,I!€ E'€ I€ I, : s '�#! FIFTH FIFTH FLOOR .. .. •E_ _ 22 50 j SCORE JOINT,TYP WHERE p� a o X. INDICATED W A iv �. r tv O CT A8 W AN T 'CII V r i T. WALL PANEL O EXIST. v .t P w BE PAINTED v 'i.. ...... :s•. .•'•.•'': .•}• # , t OUR 0 L M.101''M # ea. 213.0' F- _ .. .» ....•...»......•............. . ..»........».._....._.._ ... ..»._.._.._.._.._......_..._._.... _.._..»... . p In REMOVE EXIST REFLECTIVE PINT CQ µ� U 00 GLASS AND REPLACE 4 1M' w � � CLEAR GLASS AS INDICATED PAINT COLOR NO. 2 PAINT COLOR NO. 1 SKYLIGHT w/CLEAR bs ,- G �S T ED TYP LA NO SHAD /J�� ( ), N COLOR NO. 2 PAI T ' '.I:€€_ THIRD FLOOR SHADED TYP. E_=;� :E::!€€€#€€•E_€#€€`,€!### :_,€i_ ••'#'• #s'`#•#€• `E i ! Ei# .,:. i s � ( ) THIRD FLOOR 201.(7 €: €; :, AIW _�-- EXIST. REFLECTIVE 18 > AS GLASS TO REMAIN A8 Q • M 0 (V (V r- N s _€ ;€ ::i•,€' !! # , € SECOND FLOOR SECOND FLOOR IN, s'' I c s, 1::. .: i•. s _• i E E. _. 189.0' AS # __--- EXIST. MASONRY BASE A9 EXIST. ENTRY'CAN AS TO BE PAINTED TO REMAIN, MODIFY AS REO'D :'� ;itEE= E=E'•l Efil':E'E €' E E€€:' :_ € E _' -�--� ; r i # OPEN � s'E€ GROUND FLOOR _... .... ... t 79.0• GRrJUNO FLOOR .,`, 3 1!4"CLEAR GLASS WI 1'-4'CONC.COLUMN, �+�1 Ag TEMP.AS REG PAINTED. TYP OF 4 f 1 . NORTH ELEVATION 2 EAST ELEVATION pet onowl N I� Eo 1e'-o" Eo. U� --------------- STEP ® PARAPET WALL, SEE ELEVATIONS �+ 14 �»� � 239.5 j A8 239.5 A8 230.5 FACE OF STUD 1� MSI 237., Mei TOP OF WALL BELOW, / 237.7 SEE ELEVATIONS EQ �8� EOE _. } PYRAMIDAL SKYLIGHT 15' SEE ELEVATIONS SLOPE MTL COPING —� ---- "` 1 2 --' AWAY FROM BUILDING St.OPEI ' L? Z I l -- SKr IC;HT GLAZED GABLE ENf.) FRONT w i l-EAR GLAZING 13 239.5 l�1_ ��8 EXIST, i? EE€E= €i+ Q j'# ,€;E !€ _•. _ — EH TERIOR !NSU✓` 6 N w ! s# in� ���_ �#��!_# # #_€i' 1"E NI SH SYSTEM 239.5 ' 239.5 i — _ 2' WIDE REVEAL 10 JOI NT 237.25 / i I �� 237.25 A8 1 -4 UNC .COLUMN z L N! I 1 4 ( PAINTED 0 C NOTES: , L, co R I > (13 SIM. I 1. ROOF ELEVATIONS ARE ----- EN7RN DOORS BEYONDcr EXIST. ROOF i FOR REFERENCE ONLY I..._ N i I AND INDICATE APPROX. �" i I TOP OF DECK ELEVATION. Q 2'x 2' MTL. ACCESS DOOR, - 2 WIDE REVEAL, I Q `4 PAINTED TYP. OF (4) LOCATIONS I JOINT ! I 2. MECHANICAL CONTRACTOR TO ' I I I RELOCATE ALL.EXIST EQUIP., ' O w z �- LINE OF FACE OF MASONRY I PIPING, FTC. NEEDED R7 BE � + - 1- m ELEVATOR WALL BELOW I REMOVED FOR NEW SKYLIGHT PORTE COCHERE PARTIAL ROOF PLAN 3. ELEVATION 1/4" 1,-0,. 1�B„ 1'-0- PERMIT NO.. 982209 CC�PYRIC�I E f I f�'�1 1.5 OF" 24 *�i► .. .. _ _... ..., ....�„w...,,..,fir ,.<.F nom.- . ,. ,...,..,»,r.«.,•. � . _._.� ,_._ � ... ,�.r....�„"! ` �-1 { ti l I I I I I l i 1 1 •t 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 l l 1 1 1 1 1 1 Ill III I L I I III ill 111 ill ill Ili Til III III Ili ill Ili III III ! ..�, � ��'" M) 1T � 111 � i11 ` Ili ` ili � ililill � l � I � I � �� I � I � ItiI � II1 � l � t � € II � III � � Ill ) ( ` I ( ( I� • ( 2 3 4 5 5 7 6 9 10 I I 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 1HE QUALITY OF THE ORIGINAL DRA�!ING. OE 67 9? L2 9Z 922 bZ EZ ZZ Iz OZ 611 BI 11 91 SI bl E1I 2.1 III Ol 6 1 9 L 9 SI.-,�. b E 2 1"•►s" od (11" ,�IIIIll11►I11111,111,i nN1i11U�IIN1111111111111111N114i111111►►11ul�ltlliilll►N111111�IIIllIN11u1.1In1111n1111ilIlIIIIIIII�Nlil1�1)Il4llluiilnit�ItllIt11111nt1llulil►ilU1S�11111nIIInII�lullnlllllllllllllilillllillllllllu11nI111lllIH�nulllllliiu�lll�lluli11i11i1111Wh11 � r4 APRIL19911 � 15 DEG. - SKYLIGHT(SABLE END C.. FRAMING SIM TO FRONT WITHOUTGLAZING __— ------- ---------------------------------------------, ------- --------------------------------------- ti'�•'•.C'CL r / UNE OF GARAGE CEILING 4 x 4 T S. EA - EXIST +. ONC LIGHT FIXTURE ; BEYOND SIDE, PAINTED WALL POND I RTl PO ANU, OREGON 314': 112' DEEPMm ., SCORE JOINT INr�j. J EXT INSUL AND 7-1 _ "7N.� - - - 77 8� tl GLASS BLOCK (NUE' )1 � o FIN. SYSTEM _ .... .•..:,: O _ EXIST. SYNTHETIC ___ 7'-1 _____ -_- 8 x 8 GLASS BLOCK ('ARCUS') '"� w �/ .� PLASTER FIN. CANOPY BEYOND REFINISH wV q ----- 8 x 8 GLASS BLOCK ('ESSEX) O io --.# ___-- w _ �1 NEW EXT. FIN. I _ ----- 1 112" TL. PIPE ,Tr� - -- NAND AIL, PAINTED -- T AS AIS NC :# G L IN C w _. I LI OF CONC. COLUMN NE C I is :; : a I R 1' . 9 8 N F ON F - I '4 A A a WALL STOREFRONT r A 9 • F I u� I GROUND FLOOR EXIST. GR U L :; :; 42, I FIN, FLOOR I I 00 �. 6w. 1 C R - '<r 4 LEA A 9 x I :;�:, I A :�#:;���:�'��:�:�:'�'����������::�: TEMPERED CLAS .. g H INA ALUMINUM r :# L STORE FRONT _____-- �. r w RE LL J :j: -r 5: r ti rt:<:::::::::•: :X {{ '!c s t 6 _. T P4 CONCRETE _ NEW CON _ 1 H ST. H d EXI 0 � 1 W ly PAINTED LANDING l C C. C URB _ 4 ON Z :i: :; ;.;. r E 2 A r G G W -. i W A 9 i : :•.;.. . s ti: ---�r I a: 3: ! 1 � � oot A9 A9 1 . ENTRY VESTIBULE �. A9 8 EO. EO. 8" A9 SIM. SIM. : xxzxxxzx ) • v • I xxxx C7v-7 x•-x•"z IFFF_ SIM. xx:x1^x'x 'xxzxzx. A9 SIM. zxx :xxzyzxz A,A - I •x•-•z "•Xxxz xx:zzz x A9 yxxzxx 1 13 13 _zz:x.zx 1 A9 I •:•xxz A9 W TYP. � I TYP. � xx:xzxxx I In '� •xz"z"z" ' I x•�x-�-x I �.r� xx "x•: x z;zx•lxx � - � x EXIST. BRICK A9 zx - xzx WALL, PAINTED Ulf z sz.x W - zzxxzyz:xx:x OPEN EXIST. STL TUBE . GROUND LOO ELEti 4_ FICA] ELEVATORS z HANDRAIL, PAINTED M� xz=x / yx, EXIST. GLASS . yxyA v"AyAyX,zyz,x RAILING PANELS +t1e{1 - vxAx"xA 7 f Xyx,x,z z z •xwx x;xzyx„xx z 4 yz.zyAyz"�- ,� zx"-"•wz,z::: 9 LINE Or Ayzyx SECONDFLCOR Ayx z A.�zAzy a / zzzxz•zx " • _ - _. --- xxxxx,zzxxz,X EXIST. BRICK PLANTER WALL PAINTED "•x"n•xAyA,w � .••y" PLYWOOD yz �' zzwzw BOX, PAINTED wxA"Ay."." x z,z zwz ALUM ENTRANCE Xxx z•z FLUORESCENT s { -r- - ---- ---- �' - xx�+zxx GYP. BD., PAINTL•✓ GLASS/ CLEAR TEMP I nywywN.YxAy- v^ zzyxy' ;'x XzXx=zxz LIGHT FIXTURE EXIST. RETURN X"xw:w xxz-zzzz r X:x x, WALL, EXTEND AS -- xzz;x'xxx"'xzX REO. vMt NEW GYP. ;zzzz x„ : : x zxx" �••�--5✓8 GYi�. BD. xxxxz� BD., PAINTED xx z z : �� �� wr VINYL WALL - - - �_ - - - _ PLANTER BOX CONST : A,. x, x X.,wyx zy• x"z,x•x, A9 . . -�- _-_-_-_-_-___- A9 \� JOINTS AS REO'D FILL yz,,,Ayz COVERING OVER _ --- z,x:"x,z, •xz;z"x EXI T. --VINYL WALL _._. xAw x•wwx AND SAND SMOOTH z"x;xxxzxix:z xxzxzzxz DOOR �� EXIST. WALL -' COVERING \ ,x .x z y.x xz z zxz ' x z• BEY N D / -•A-x-x xzxzXz,x ,,_ z X"•xx z"" GYP BD RETURN ON MTL- Xzzxxzxz,:xzx `10 zxzx x. EXIST.FRAMELESS : ........ STUDS. BUILD OUT TO xzx;z=x;x,Xxx x xzixi 4 MIRROR w/NEW PRE- — 4" HIGH SPLASH x,z'z"x•x MATCH EXIST. xzx.xxx:,x,zx zxx xxzx �� �� �► FINISH. FRAME TnIM ::r•: ': :;. n '� r • zxx"•A z xz�zz b ,x"'x zxxxzzX xxxzxzxx , •� 6" BASE%* REVEAL, - NEW COUNTER TOP ''I' i 0 C7 i xz .1; x,••x ' ' x z ` , �? EXIST. SINKS �� w1l P. LAM. Q ` - yz z x •x 6"HIGH WOOD xxxxxzzx `� PAINTEDUl z z xzx_x x i• L - co ;XxX:X; x zx BASE, PAINTED :XxxxIxI ,' A9 t > rn "zxx,z,z,z,zy xzxz:zxz ` , a _ EXIST. TOILET A8 I :zxXvxyx,z, xXxzxzxX `, �� T-r--- -►' PARTITION :�:.:.:..:.:.:.:.. 1-3 Az AxwxA "xzzzzzzxzy z'zxzzzx ` .� ... .. ... .. .. I � z xxxzxXx .' :•:, ' xz•z".zzAz zX z xyz - 8" HIGH TILE ,. �...., zyxxzx x Ax xxxx^xXz A9 --------------- BASE, TYP. •:�•.• I < c I xz l z z ._ w . 4 GROUND FLOOR LOBBY6,10BBY8., - GARAGE VESTIBULE 5. GR .Z�_BATH�OO�I 7A. REVERSE f 1NTFJUOR_ELEVATIONS 3M" - 1 4-099 U F-'ER111 T IVC:). Be 2(.1"a ....+.r....lr .,..... '(41YRI(- _fiVV 1.6 C)1 4 'yr-.-m.Me,..,..i n.:i.>-Mf4MM'uM[rwnilMMlrNAn_i....^_'1�MLYRYIT.�hM�311+.3w .tivl'N+..... .. .... ._+M.M'n. -...'F,:,.'eM+n-.......�.. ........r+.. ...: ,. r�W r,•.•—.11w.w�.+..,.•,......'.'�f..:.. _TT iPl++ll►i+1+ +1+I+i+�1111Il+ +1+ +I+ +I+ +Ii +l+`+I11t1+11111111111111 01111I111t11l11111111 11 �11+X111`II1,t11II(lil11I111�111Ii1t,IIIIIII�rII�III�IIIIrII,IIrIITII+IIII111'I;IIIIIIrII`r1llrll .4." 3 4 5 6 7 t� 9 10 I I 12 N01E: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. QE 62 92 LZ 92 %2 v EZ ZZ 12 OZ 61 9 L 1 91 51 b I E11 21 11 01 6 9 L 9 SI•• ,p t► EI•- Z ►arasw ' �+!I�IIII�HN�nitlN�r�I+ult+tt�+r;r�lur�IN1�11N�11►tflu+�lrul+urh+rrlun�utl�lUI�11II�NN�IIi��INllllll�Ilrl�tII111U1�1111�111111I1�lIII�UII�I1U�g11�1111�1111�1111�IIILJI11�1U1�1111�1Ill�llll�llll�llll�ull�IIII�INI�1111�IIII�IWIHWiIU�llllli11111111�1111�1111�1111�11u�lll I APRIL 1 � 1991 �-�..;:--.,....-.,•-�-.►�„--„tea.,.x;,_r_�:.. __ ,,r•- LANDSCAPING @ SIM. COND. LIGHT FIXTURE'BEGA' r c-'e LANDSCAPING UNIT PAVERS NO. 9250 4" CONIC. �I��.TALK ; VERTICLE REVEALS (4) �• ��° 3/8" EXP. MATERIAL ( EXCEPT @SIM.) 1" TOOLFD EDGE ,�, CONIC. CURB - 1/2" EXPANSION MATT EQUALLY SPACED AROUND � "��"E S H. W'�,�";'I E COLUMN. ALIGN WITH LIGHT C( :. SIDEWALK ON 6" - NEW CONC. PAVING . / FIXTURE VERTICLES 1" F, Tr',iLED EDGE � C' 'ACTED GRAVEL OVER EXIST. CONIC. 3/4 • PAVING OR COMPACTED 3" O.D. PIPE SLEVE CAST PORTLAND, OPEGON � ALIGN TOP OF WALL W/ 6" #4 TOP& BOTTOM #4 CONT. - TOP & BOTTOM GRAVEL FILL AS REQ'D s INTO CONIC, FOR LIGHT �' .----•---- v FIXTURE MOUNTING ��� � UNDERSIDE OF BUILDING I j C.' O O WALL PANEL. w Q.•'.'_'.','.','.'' N ^p'.'.'.',.�. ' Q ............ z 3/4"CHAMFER @CORNER 0 i o'. 1' 4" DIA. Nr. \ 4"HIGH SMOOTH-FACE p.. .:{ .• CU COLUMN .. . 0 °' _ T' 4" LIGHT BASE CONIC. BLOCK CAP p 10 '. _ 0 0� o ^^Q.. au �} 0 --,i;4" ELEC. CONDUIT ! O Op ..':Q':.;;.'..'.,. � 0 0' ':'' ' � 8 TO LIGHT FIXTURE O CP EXIST.CONIC. PAVING + g no ° �'' TOP OF GRADE ,.. 2)#5 CONT. ::Q:':':'. �0 CU MIN. DIM AS p. (apo OR NEW CONC. PAVING TO MATCH RECOM. BY '. PAVER MANUF. ''a:' • t/f EXIST. CONIC. PAVING TO REMAIN v Pilo EXIST. WHERE OCCIJRJ •'•' � o'•'.•'. p� UNDER NEW UNIT PAVERS w.t.'..'.'.'.. I x 8 x 16 CONIC. BLOCK REMOVE AS REQ'D TO ALLOW !'1' ' ''' 8" � � •.�.•.•.•.•.•.• 6 -#4 VERT. & 5 w 48" O.C. FOR 4"MIN. NEW CONIC. PAVING �' 03 TIES @ 10 O.C. � U-) LY. C7 8" SAND BED OVER EXIST. W/3 @ 3"O.C. @ p4 �:::: ::::::.. - --- . TOP Q`, °C CONC. PAVING. PRO'(IDE _ �•' _ w )#t4-CONT. @ MID HEIGHT o AND TOP SIDEWALK EVEN GRADING FOR PAVERS 3'-0" r - ---- Q 5 DOWEL VERT. REINF. 2. CONIC. CURB 3ill-off . LANDSCAPING _ 4. PAVERS CON r `� `�' C 5. LIGHT BOLLARD_ 3 c; L 1 -1/2" Al—1/211 1 11 112" = 1 -0 3/4 - 1'-0" O C x Ln M_ 1-0 SKYLIGHT W/ � U � � L UNGLAZED GABLE EXIST. ENTRY CANOPY SEALANT 6" - —18 GA. STEEL END. SKYLIGHT GUTTER SKYLIGHT FURRED BEAM -10 BRAKE SHAPE SKYLIGHT FRAM'G PLATE BEYOND BEYOND,ALIGN ll__EXIST.CONC. PAVING FASTEN AT EA. MEMBER ON STL. �- STEEL GUTTER PLATE, GUTTER TOP & BOTTOM TO REMAIN END W/EXPANSION ANGLE AS REQ'D AND RELATED FLASHINGS BY W/EXIST. ENTRY AND SUPPLIED BY SEALANT SKYLIGHT SUPPIER CANOPY / ANCHORS @ SKYLIGHT MANUi 16" O.C. PRE-PAINTED MTL. COPING ol 1 1/2 EXTERIOR / : y •�': " BY SKYLIGHT SUPPLIER TO EXT. INSUL. &FIN. SY,, MATCH BUILDING COLOR SKYLIGHT GLAZED ds o INSUL. & FINISH / OVER 3/4" FIRE RETARu. GABLE END W/ ` SYSTEM At/ PLYWD. ON 6"MTL. STUDS 'gam'•'' 8" CLEAR GLASS co i� 2 LAYERS AT SIDE - — SEALANT N AS SHOWN ALIGN &ANOD. FRAM'G TO MATCH EXIST. / 4 x 4 TUBE STEE + > 10" 8" 6" BEAM BEYOND 12"x 12" T.S. BEAM • a 4 x 4 TUBE STEEL, 1" PAINTED TO MATCH 2'-0" �dF � c I FIRE RETARDENT SKYLIGHT FRAM'G (2)#4 CONT. < 1'-4" 1" EXT. PLYWD. BOLTED a EXISTING MASONRY — 3/4"CHAMFER @ ' TO TUBE STEEL BM. Iq (1)#4 HOOK WALL OF COLUMN 1" I F- AT OE TYP. 2" CENTER LINE OF 1 1/2"EXTERIOR INSUL& - CONC. COLUMN E FINISH SYS s EM BEYOND TUBE STEEL � rT� WALL SECTION @ CENTER LINE OF CONIC. COLUMNIF 6. TRASH ENCL. 7. CORNER DETAIL 8. SOFFIT SKYLIGHT 9. SKYLIGHT BEAM 10. SKYLIGHT GABLE END 1-112" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1-1/2" = 1'-0" Q R-19 BATT INSULATION PRE-FINISHED MTL. GALV. MTL. COPING PYRAMIDAL SKYLIGHTW/ " EXTERIOR INSUL. & FIN. SYSTEM PARAPET W/DRIP EDGE COUNTER MATCH EXIST. CLEAR GLASS � • EXT. INSUL. & FIN. SYSTEM -- `; FLASH'G TO EXTERIOR INSUL. & SHEATHING ON GYP. BD. SHEATHING %% GALV. MTL. FLASHING; MATCH EXIST. FIN.SYSTEM ON GYP. OVER MTL. STUDS FLASHING BY SKYLIGHT @ 16"O.C. MANUF., FINISH TO MATCH MODIFIED BITUM. BASE0-0 BD. SHTH'G OVER SKYLIGHT FRAME FLASH'G TO BE COMPATABLE 4"MTL STUDS 5/8"GYP, BD. PRE-FINISHED MTL. W/EXIST. B.U. ROOF @ 16"p TYPE'X' COPING EAVE PLATE SUPPLIED NEW B.U. ROOF BY SKYLIGHT MANUF. :: z EXIST. B.U. ROOF MTL. ACCESS DOOR -SEALANT BEYOND, PAINTED @ SIM. GALV. MTL. PARAPET 'STL. CHANNEL, SEE iv COUNTER FLASH'G TO STRUCT. ;; 1 "MIN. �� ' MATCH EXISTINGFLUO '•' SHED MTL. LIGHT FIXT j •� COPING,ESCENT PRE- ISLOPE AWAY • EXTERIOR INSUL& 00 FROM BUILD'G ii4"/FT. FIN. SYSTEM ON ;; GYP. SHEATH'G co 5 f 5/8"GYP. BD. ON R-11 BATT EXTERIOR INSUL. & w �' .'.• 6" STL. STUDS RIGID INSUL. BD.TAPER FINISH SYSTEM = FOR SLOPE TO DRAIN INSULATION 3/4" U R 19 BATT INSUL S FIBROUS CANT STRIP Q DRIP JOINT CONT. ALONG FACE OF MTL ROOF DECK SOFFIT, TYP 12. SKYLIGHT CURB 13. SKYLIGHT14. PARA3 - , -0 Cad ROOF PET DETAIL 15. DETAIL 3' - l'-O' 1-1/2" - 1'-0" FULL SIZE INS BATT ALIGN FACE OF +/ 5 1/2" EXT. INSUL.& EXIST. CONC. WALL INSULATION W12 x 19 FINISH W/FACE OF R-1 1 BATT INSUL. FIN. SYSTEM 9'-4"MIN. CSPN'G. FINISH @MASONRY 3/4" 1 HR RATF3D O.H. ROLL W14 x 26--� WALL BEYOND DOWN FIRE DOOR, STRUCT EXISTING CONIC. WALL FRAMING&SUPPORT AS EXTERIOR INSUL. & I ALIGN TOP OF JOINT RECOMMENDED BY MANUF. FINISH SYSTEM ON I I 5/8"GYP. BD. OVER 5/8"GYP. SHEATH'G W/TOP OF EXIST. ��— EXIST. WOOD PANEL'GUl z Y I WALL PANELWHERE Z I OCCURS d U DRIP JOINT, O.H. DOOR GUIDE R-1 1 BATT INSULATION SEE 15/A8 ' AND ANCHOR BY j 00 O.H. DOOR SUPPLIEF w rn 3/8 JOINT ' PAINTED a o o, RECESSED JOINT W/ I n cu I BACKER ROD & SEALANT, NP' i ALUM. CHANNEL TO a Go ti °Q MATCH STOREFRONT �� ALUM. WINDOW WALL --� FRAME BY STOR. FHT. Z 8 8" FRAME TO MATCH EXIST. ALIGN BOTTOM OF w SUPPLIER Ir JOINT W/BOT 0M OF L �- Ql EXIST.WALL PANEL 5/8"EXT. GYP. 0 WHERE OCCURS oD. SHEATHING 1/4" REFLECTIVE -1" 3/4" REVEAL BEYOND LINE OF EXT. INSUL. & GLAZING TO MAIC!I uv FIN. SYSTEM BYOND EXIST. ) VERIFY W/FIRE DOOR ALUM. STOREFRONT 1/2". --1/2 INSTALLER DOOR FRAME FIRE DOOR GUIDE ex EXTERIOR SIDE P. BID. CEILING CHANNEL W/J MYOL17 MTL EDGE PERMIT @ FIRE DOOR OPN'G. I�It:I" ��� 16. PARAPET @ SKYLIGHT 17. WINDOW HEAD / JAMB 18. SCORE LINE JOINT 19. FIRE DOOR HEAD 20. O.H. FIRE DOOR JAMB O, 31 = 1,_O1, -- _ `J FULL SIZE 1-,/2" - 1'-0" ..� „ " u.cw°.• •, ...., ..co 3 = 1 -0 �►" �•.,..,•.,.«, �.,.".,�.,. ..". ..>.,".....�,,,, _ �,.,.�.«. COPYRIGHT L fi W I. , "-.,. .;,:� I I . �. I ( I i I I I I � I I . L I I � � � I i � � �;•.. ��.�..�.�.��.,.....,"....._..��.,__. , �. .-.,. ,, ..: ., ,�I�Iltt IIIJI 1111'111 IIII11) III 111 III III III 111 IJI 111 111 itl 111 III III III Ili Il III III III III III III III III 111 III III III III III III III 111 III III IIt III 111 111 111 •�'�_ "';--4 NOTE: IF THIS MICROFILMELI - �- 2 3 4 5 6 7 8 9 I0 1I 12 ti DRAWING IS LESS CLEAR THAN ' f THIS NOTICE, IT IS DUE TO THF QUALITY OF THF ORIGINAL DRAW I NG. - �. -.-- - ----------— - GE 62 92 LZ 92 SZ PZ EZ 7Z IZ 02 61 91 LI 91 SI bl EI ZI II 01 6 9 L 9 S t� E Z lama" e ►tllIIIIIJIIIIIIIIIIIIIIIIILIIIIIIhIIIJIli1111111111111111�IIIIIIIIIIuI1hltllull��lll�lllllllllllllllllulllllllllihl�ll;Illllllllltlllulllllll�IIIIIIIItl.It11I111111111IIIIlIIItIIIIII�UIIIIIIIIIIIIIIIII)1111ItI11�11uInnlulllln11111111nlltwWWnulllullluillJ!Ill.1tI1111�IIIlI1llII11 � APRIL 1991 EXIST. ALUM FRAME �— \ � 1/4"CLEAR GLAZING, TEMP. n ALUM. CLOSURE GLASS AROUND OPENINGS TRIM PIECE OVER R-11 BATT INSULATION AND @ 18"AFF. TYP. EXIST. TRIM PIECE. \ \� ATTATCH TO SUSTRATE C� � ` \ --1 4" EAR \ BY STOREFRONT � / CL GLAZING SUPPLIER \ � TEMP. AS R;--Q. PORT LAN[), OREG,,�1 .� \ O N7K CONC PAVING -SLOPE AWAY FROM BL DG @ 1/4"/FT MIN ALUM, STOREFRONT EXTERIOR INSULATION �v \ I I CORNER FRAME. FIN. TO \ \ \ L OF pkv AND FINISH SYSTEM ON FLASHING MATCH EXIST. DBL. MTL STUD ` 5/8"GYP. SHEATH'G 114 \ ANCHOR TO EXIST MASONRYIL 318"JOINT r— ALUM. STOREFRONT FRAME _ � \ SFT IN CONT. BED OF MASTIC, •• •--�--•�•- ••�•••��- ••••- is' METZ=- RECESSED JOINT W/ FIN. TO MATCH EXIST. BACKER ROD & SEALANT, ! CARPET EXIST. SYNTHETIC -- TYP. t , PLASTER FINISH ENTRY I J 1 112" EXTERIOR ;NSULATION c\+ N CANOPY. d & FIN. SYSTEM OVER ALUM. WiNDOVV WALL �... OD & SEAL NT EXIST. MASONRY WALL FRAME TO MATCH EXIST., - W,:• . BACKER R SEALANT W/ =ACE OF EXT. INSUL. sD..;:'... . ...•'..........,. - -- pV, BACKER ROD& SEALANT Q;:o':'. a ':':':'Q '';'•'•''''.... ,1 & FIN. SYSTEM, TYP. O........................... ALUM. STOREFRONT FRAME BLACK SILICONE FIN. TO MATCH EXIST. 1/4" CLEAR GLAZING 04.' .'.'.'..' .'.. ..'......'.. ALUM. STOREFRONT FRAME SEALANT FIN. TO MATCH EXIST. EXTERIOR SIDE L CONC. SLAB x C 1/4"CLEAR GLAZING, 1/4" CLEAR GLAZING XIERIOR TEMP. AS REQ. EXTERIOR SIDE EXTERIOR SIDE Ia WINDOW 1 . STOREFRONT JAMB 2. HEAD @ EXT. FINISH 3, WINDOW SILL 4. GLAZED CORNER _ 5. WINDOW HEAD WL ^, 31 1.01, = 1 011 „ , _ �, s 1,_OQ ^ V/ g J 3 1 -0. 3 - 1 -0 3 z Ln � 00 ALUM BREAK SHAPE 5/8" EXTERIOR GYP. BD. 4 1/2" TO MATCH ENTRY 4-1/2" SHEATHING. ALIGN FACE 1" DOORS BY STOR''-FRONT 1/4"CLEAR TRANSOM CONC. PAVING SLOPE AWAY �^ OF SHEATH'G W/FACE SUPPLIER GLASS, TEMP. @SIM. COND. FROM BLDG.@ 1/4"/ FT. MIN. OF DOOR FRAME SEALANT .... WARP UP @ DOOR 5/8"GYP. BD. ON ( ~` R-11 BATT INSULATION 3 1/2" MTL. STUDS. ALUM. STOREFRONT DOOR, FIN. EXPANSION STRIP CENTER STUDS OVER ALUM. FRAME W/ TO MATCH EXIST, DOORS `�\I GLASS BLOCK WALL DOOR STOP, FINISH TO MATCH EXIST. ALUM. THRESHOLD (PER ANSI 5/8"GYP. BD. ON 3 1/2" GLASS BLOCK Ar STDS) - SET IN CONT. BED OF MTL. STUDS + N MASTIC (MITER ALL CORNERS) N STRI;CTURAL �--- SEALANT AT EA. STL_. CHANNEL TO ' SIDE OF WALL 10 CARPET TILE N ACCOMODATE GLASS ; DOOR, SEE SPEC. WALK- OFF MAT' DOOR, SEE SPEC. BLOCK ' EXPANSION STRIP SUSPENDED � � ACOUSTIC CLG. ' SEALANT @ GARAGE i ; PANEL REINFORCING I , I I GLASS BLOCK e.. O..'..'..'..:.'..'. ALUM DOOR FAME I ;;. .'..'..'..'. b'••'• 1 I 1 CONC. FLOOR SLAB • INTERIOR SIDE • 4-1/2" 1/2" EXPANSION MAT'L. 'PEMK.O' THRESHOLD#270 D 6, DOOR HEAD @ TRANSOM 7. DOOR THRESHOLD 8. DOOR HEAD 9. GLASS BLOCK 0 CORNER 1' 0. GLASS BLOCK HEAD � �w _ �,-O« 311 '� �1-011 •�� 3' = 1'-0" (JAMB SIMILAR) 3' = 1'-0" 3' = 1'-0" �i 5/8"GYP. BD. ON EXIST. FURRED BEAM, EXIST. RAILIN G C�.1 7/8" HAT CHANNELS PAINT EXIST. GYP.BD.SOFFIT OVER EXIST. WALL W/WALL COVER'G PTD. M� GLASS BLOCK - 3/8» 5/8"GYP. BD. CEILING 1 x 4 SOLID STOCKOL FLUORESCENT LIGHT WD.TRIM rel MORTAR FACE OF EXIST. \ SHIM AS REQ'D FIXTURE i; in* WALL FOR ATTACHMENT OL OF WOOD TRIM ZOR'A ASPHALT EMULSIONT. tc�� 1 x 6 WOOD TRIM, 1 x 4 SOLID STOCK BD. - 5/8"TREATED PLYWD s 31811 t w PAINTED ANGLE S REQD CORNER PAINTED W/ EXPANSION ANCHORS CAULKING AS REQ'D INTO CONC. BASE 5 PRIOR TO PAINTING w u �" U) w 3/4" VENEER PLYWD., 04 v - PAINTED. ALL CORNERS } �� d 1 x 6 WOOD BASE _ JOINTS, & IMPERFECTIONS LL 1!2" v C — '� TO BE FILLED AND co cr 1�-•� 3 1/4" MARBLE TILE $ 1 x 6 WOOD BASE, c� + a N j N N SANDED SMOOTH, TYP. I t { - PAINTED \ t eV ulUJ 114" MARBLE TILE w co t SEE STRUCT DETAIL 08 �n w O 17/SZ FOR ATTACHMENT V :......:.:....,. .:•.:::. :: .....::::.:.:::::.:..:::...::. o 41 cn w I L a EXIST. WALL ' t _ w ............ N CEMENT MORTAR EXIST. WALL I EXIST.LIGHT FIXTURE BOND COAT EXIST. ELEVATOR @ SIM. 61/2 3/4" M.D.O. PLYWD, TO REMAIIN. DISCONNECT 1 GYP. BD. SOFFIT DOOR FRAME MITERED CORNERS AT POWER SUPPLY 8" 8" RETURN BEYOND I ALL EXPOSED CORNERS EXTEND TO DIM. 1,_ GLASS BLOCK SILL 12. WOOD BASE 13. ELEVATOR JAMB 14. LIGHT COVE 1 .5. PLANTER BOX_ SHOWN 3" = 1l-0" 3" = 1'-0" 3" = 1'-0" (HEAD SIMILAR) 3" = 1'-0" 1" = 1'-0" 1"X 4"SUPPORT EXISTING MASONRY WALL PIECE. CARPET EXIST. WOOD TRIM CAP 1/4" STEEL FLAT 5/8"GYP. BD. ON TO REMAIN, PAINTED BAR. 3/12" MTL. STUDS ' l --. BRASS EDGE ��-.-- EXIST. WOOD TRIM MARBLE / TO BE REMOVED ROLLED EDGE P.LAM. ALL EXPOSED Z 3 I W/CONT. P.L. SURFACES 0 c O 5/8"GYP. BD. ON ON 7!8 HAT SHAPE, AINTEDAKE - 1!4" MARBLE TILE / O U 718" HAT CHANE l S P. LAM. BACKSPLASH. a p O @ 16"O.C. 3/4 1" 3/4" to CHANNELS OVER 5/8 GYP. BD. OVER on O EXIST. WALL EXIST. FURRED BEAM OL W rn 2"X 10" BLOCKING BACK \ DETAIL A CEMENT MORTAR a & SIDE IN WALL. 1/B' BOND COAT 'SOFTFORMS' 3/4" EXISTING MASONRY WALL REVEAL SWR-075-050 EXIST. LIGHT FIXTURE \ / AND HOUSING TO o OR EQUAL "" " " """""` REMAIN, DISCONNECT 2"X 4" CLEATS- BACK / O �--- METAL_STUD / �/ •.•.. , POWER & REMOVE Ll(;N. I a� oe 44c & SIDES. 009 T io c`') / BULBS W 2 1/4" X 3" FLAT STEEL ' - Q lD L-SHAPED PLATE FOR EXIST. MASONRY / - i SUPPORT �, VENEER OVER — EXIST. FURRED BEAM � L� O T \ \ �`\ ��\ \ �� W/VINYL WALL COVER'G cc 0) STRUCT. CONC. WALL . . ,\ a TO REM 41N, PAINTED z 8 #12 MACHINE SCREWS, °' LL Lot. Lbi WASHERS, & NUTS & ALL ---' FILL ALL GAPS AT EXISTING CONC. tn ? CONNECTIONS (TYP). Gl F. BD. TO MASONRY 16 GA. STEEL BRAKE 5/8"GYP. BD. ON FLOOR SLAB ---E -- N LL CONNECTION W/ SHAPE, PAINTED. 3 1/2" MTL. STUDS -- - O CAULKING DIM. AS INDICATED DETAIL 9 — CARPET PAD Q EXPOSED MASONRY ABOVE_ GYP„ BD. @ ,�'�•I�MI"r racj. 81 2209 16. TYP. COUNTER 17. GYP. BD. @ MASONRY 18. WALL CHANNEL 19. MARBLE ac CARPET 20. LIGHT FIXTURE ttit_Il �,I_titil� _ - 1.e OF 24 � , -,�2„ s ,1.01, RE TROOM 1-112" _ 1'-0" 3„ = 1'-0" 611 ,_091. 1-1/2" = 1'-0" •tt G, • •1 • t,CO COPYRIGHT LR W ,. .,.: ;.r.. .'wc':.: __•- ,,..—.,. "----•-wl�M+..,...-. - - ..w/r,...:...r .u..ww.1..�.+wwrwl..,m,«:w...ae.nw.,* .._ - .._..._.-. , �.I11�I�IIIIIII�IIIII�I�I�I�IIIII�II�II11111I111I111I1i111I1I1�1111,11 n 1111I11i�1lIIIIL,IIIII) 11111LII11111'1�IIIIIIIl111I11111I111I111L1�1III,LII,1,1,L�IIIIIIILIIII11iLII111Illl�cll�ili�iil • ( 2 3 4 5 6 7 8 8 10 II 12 ` NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN r THIS NOTICE, IT 1S DUE TO THF QUALITY OF THE ORIGINAL DRAW 1 NG. -^.`T--- 8Z 6Z LZ 9Z SZ * Ex p IZ OZ frl Bi LI iii Sl bl EI ZI 11 O1 d 6 L 9 S JIr 0 � -_.EL---1 •-.Z 1I"""" � J ,�!IlnnIu111unluuluullmhu11ul11uul1uLI11N111111n1�h���h1�1111111►�I11mIllnllllnlLluIILIIlL11LIu�11nn11111fI1t111�L1luIII11nIIll►�t111111uI1u11LInII1LLI1I1LINlflullllllllult'11u1�I1ll1u111111111u111►ILiLLILILIuIsll�Wld�!!lilWulllJillllilll�llUlL{!1!I!!1! APRIL 11991 � ,,,� i - GLAZING BELOW. THERESr L WILL BEA TS 8,: 4x0250 (I ii r I AT TOP OF EXIST MASS WALL � i �i ,,..- E NE yr t r2' U GA TO SUPPORT NEW i METAL DECK FOR ROOF GLAZING HORIZONTALLY LINES INDICATE ` ,' Ii \ NEw META, STLjD5 • DIR OF RIBS I� 31 ::'URd WALL PORTLAND. OREGON �- TS 7x7 x 0.375 TUBE COL rS 8 « 8 x 0 .375 TUBE COL. -�- S 1 ' � S 1 BOLTED TO TOP OF � c cJ� i; �� OF BOLTS TO 'TOP OF CONC. WALL BELOW ` CONC WALL. BELOW W12x19 iiIGIOCONNECTION EXiST W CONC -- it i ME cT K L R OG F .------- - WALL BELOW IN I loll �--- - STEP i PARAPET WALL, PARAPET - BOTTOM _ TO - SEE ELEVATIONS METAL ROOF r - _ • ', NEW METAL DECK DECK METAL STiD W12x 19 _....-. ...............-.................... WALL EXTEND METAL STUD � ,� 1,------ TOP OF WALL BELOW, .. •..,,•••.•,,. I WAi V l,P FROM - \� / SEE ELEVATIONS seem BEAM AT 5TH FL \ 'aN LAP NEW 1 OPEN FOR SKYLIGHT-� I 1 STUDS w/EXIST ST UDS - �`•� SEE 11/152 FOR PLAN 1 W 12 x 19 - W 12 x19 T --W12x19 1 • AT TOP OF CURB WALL 1 � --NEW 1 1/2"- 20 GA I REMOVE � _ ___.JNEW TS 8 x 8 x 0 375 �-, � .., It3 EXIST. BEAM METAL DECK FOR ROOF W 14 x 2E BELOW AHAVt / � �_ 1 LINES INDICATE I �' TS W 14 x 28 I 1. � -)ABOVE /' DIR OF RIBS !\ i j _ ti.EW W 12 x 19 W 12 x 19 �'- INFILL v4 GI ASS Kn METAL STUDS ,._--- NE1hTS8x4x0.250 - __ TOP OF EXIST- WALL 1 ` T �• NEW rS8x4A 5n TOP OF EXIST WADI. •-- - - -� REMOVE EXIST 1 BOLT TO TOP OF 1 ' 8(;L T NEW BEAM WALL 111 - BEAM TO EXIST WALL �� SEE 2/S2 EXIST W 14 x 2e �- EXIST. 8"CONC. WALL - ;' EXIST 8" CONC ._ ■ ■ ■ WALL i Am BACK CURB AT SKYLIGHT.-,---/ STIFFEN THIS WITH TUBES ELENA rORSIN METAL STUD WALL i I 8E!.OW TS 6xdx0 250 EXIST, ROOF DECK I/ r PARTIAL ROOF PLAN • 1/4" - ,t-ow 3._SECTION_ 4._SC_ �••1 NO 1/4 52 /4 , -o w -NE w )e. -- - r--- - - C12 x 20 7 .ON1 COL \� SEE PC-TIs'I Men Me Me / GENERAL NOTES: CONCREIL' STRUCTURAL AND MISCELLANEOUS STEEL: 1. These notes set minimum standards for construction. The drawings govern over the ( 1 g g 1. Average concrete strength as determined by job cast lab cured cylinders at 28 day (plus 1• Detailing, farbrication and erection shall conform to the Stee' Construction Manual of M.,..I General notes to extent shown. increase depending upon the plants standard deviation as specified:n ACI 318-77) shall be: AISC. 1 ( 1 r SKY-iGHT / ! 2. Contractor shall verify all dimensions and conditions on drawings and in the field. 3Q00 nsi for all uses 2. All steel to be A36 except as noted. P `..y ' zSt' OPENiNC� CoordiTS 12 x 12 x 0 250 meecchanical and electrical ate locations of openings Notify design agh floors, er y of any discrepancies.lctural, L -' _psi for 3. All welds to be made by Certified Welders to AWS Standards with E60XX or E70XX f 3. Contractor shall provide all necessary temporary support prior to completion of vertical and electrodes.si for lateral load systems. -----p Minimum mix Requirements: 4. All structural tubing to be ASTM A500 Grade B fy =46 ksi. { � 4. Where reference is made to ASTM, AISC, ACI or other standards the latest issue shall a. Cement content per yard: 5 sacks @ 3000 psi 5. All pipe to be ASTM A is, Type E or S, Grade B apply. b. Slump: 2 to 4 inches. deviation from design slump +1/2" to -1". 5. All work shall be in strict compliance with the Uniform Building Code as amended by the C. Air Entrainment: Per ACI at all exterior slabs. 6. Do not oversize drilled or punched holes with burning torch. ` k� State of ?regon and all other state and local codes and building requirements that apply. d. Admix: Water reducing admix (Pozzolith or equal) for all slabs. 7. All high strength bolts, material an installation shall conform to ASTM ,A325. % 2. Place and cure all concrete per ACI codes and standards.6. Design Criteria: ^ � A. Basic Roof Load (snow) 25#/s ft. (snow build u Moi q P 3. Provide conurol joints in all slabs on grade at 25-0o.c. each way maximum unless BLOCK AND HOLLQW BRICK: >' loading as per SEAO snow otherwise shown on plans. Provide heavy (3/4") tooled joints at 5'-0" o.c. and 1/2" load analysis) premolded expansion joints at 30'-0" o.c. in all exterior walks and slabs. 1. Assumed fm = 1350 psi. B. Wind 80 MPH, Exposure B C. Seismic Zone II 4. At areas of depressions for slabs and beams, provide minimum thickness of depth as for 2. All mason units to he p masonry grade N-1 per ASTM 0A)dry to intermediate hur7idity condition 7. Mechanical equipment, mechanical and sprinkler piping larger that 2"dial. or other items adjacent areas unless otherwise shown. per table No 1. producing a hanger load over 50#shall be hung by a system approved by the design 5. Sleeves, pipes or conduits of aluminum shall not be;embedded in structural concrete unless 3• Grout for all reinforced hollow unit masonry walls shall b- 3/8" aggregate concrete with a agency. Any hanger producing a load over 200#shall have additional framinginstalled to effectively coated. 28 day strength of 2000 psi with intrusion aid admixture expander added (4 ounces transfer these loads to the main structural beams or walls unless otherwise authorize-d. p' per sack of cement). Slump shall be 7 to 8 inches. \ I 8. Shop drawings shall be required on reinforcing steel, and structural steel, and shall be REINFORCING: reviewed prior to fabrication. 4. All mortar for reinforced masonry shall be U.B.C. type "S" 18(K) psi compressive strength ` at 28 days with the following proportions: 1. All reinforcing steel for concrete shail conform to U.B.C. standards No. 26-4-76 and Cement - l part _ ASTM A615 grade 60 for main reinforcement Lime - 3/4 part maxinhh!rn FOUNDATION;• Sand - 4 parts maximum V�INC OV/ WALL ON TOP 12. Fabricate and install reinforcing steel according to the Manual of Standard Practice for .. .. r.._..."._-,-.-.__,r . Design soil pressure assumed to be 1500 psf LL plus D.L. Detailing Reinforced Concrete Structures" ACJ Standard 315. 5. All mortar shall be mixed by mechanical means and proportioned by accurate measurement. ' � • I� w �I �)F� TUBE �-�/ 3. Provide T-0" X T-0" corner bars to match horizontal reinforcing in walls and footings at rn Shovel meilsureent will nc�t be allowed. ' �0 7 Ml_ 1` e 2. All footings to bear o� firm, undistorbed soil or approved compacted fill minimum 18"- below final grade. Noti.� design agtncy before proceeding if any unusual conditions are 1 ..,. itI:-- tng al corners and intersections. 6. Al! reinforcing for masonry walls shall he Grade 60 conformin to all rovisions of {I encountered in the footing excavations. g p law TS ' x 12.x0 25i concrete reinforcing section above. 4. Splices in wall and slab reinforcing shall be lapped 30 diameters and shall be staggered at 3. Do not excavate closer than a 2:1 slope below footings. least 4' at alternate bars. 7. Except as otherwise shown reinforce around allopeninf;s with 2 #5 horizontal at head by opening plus 4'-0" & 1 45 vertical at each jamb by opening plus 4'-0". 1 I 4. Clean all footing excavations of loose material by hand. 5. Provide 2 #4 continuous bars at top and bottom and at discontinuous inds of all walls. c . 8. Except as otherwise shown dowel all masonry walls to foundation walls with 1 - #5 dowel 00 5. Excavations may be made under continuous footings for pipes. Backfill to be approved by 6. Provide dowels from footings to match all vertical wall, pilaster and column reinforcing. X 4'-0" @ each vertical wall bar embedded 2'-(Y' into concrete. 0 >• ;� ; engineer. Lap 30 diameters or T-0" min. CD C3 9. Lap all bars a minimum of 36 diameters except as otherwise shown. Cf) N 7. Lap all bars in intersecting footings T-0" or 30 diameters whichever is greater. 10. Provide 2-0" X 2-0„ bars at all corners and intersections for al I walls equal in size and ¢ � 1 8. Reinforcing shall not be bent or displaced for the convenience of other trades unless number to horizontal reinforcing. r- approved by the structural engineer. 11. Protect all masonry units stored at jobsite and erected from the elements. ---- ---- - -- 9. Minimum cover from concrete surfaces to reinforcing steel shall be: 3" ± 1/2" to bottom of footing 12. Grout cells and bond beams that contain reinforcing or embedded items. / 1174" from to at slabs on grade f/ Center of wall 13. All work shall conform to Section 2402 thru Section 2416 of the Uniform Building Code. 2 . CANOPY PLAN g - `N 10. Electrical conduit shall be placed near center of slab. 14. Electrical boxes,conduit and plumbing shall not be I' 1/4" 1'-o" P g placed in any cell or course that contains reinforcing. PERMIT N0. 8F3221 y9 1.9 or 12161 1 1 r*+"aerlYYl :.+ �.#^v,.., ,.r,.unx. •. ...>. .1,�`' .. �+'A4ar��°A7�!'%',�'"; s.,._.... - ,y.,,,,.. -•••..n.wwwuY�wlww.er illil�.IIIIIIIrIrIIIIIIIIIrI.IIrIIIII111IIIIIll IlII1lli1I111�111I111�1P IIIIIIIItlllllIlllilll) Il1lIlllllllll)illllllllllilllll�llllllllllrlllll111lIliIllllrllllilllllllll1l11t1111IIIlI Illlll �� _ ,.�.�_.- • NOTE: IF THIS M ICROF i LME O - l 2 -- 3 4 5 _ 6 7 B Q I 6 f DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T 1S DUE TO THF QUALITY OF THE ORIGINAL DRAW I NG. -- ---- - -- ------ 0C 62 92 J2 92 S2 V2 r,Z ZZ 12 02 61 91 L I 91 it rl EI 21 11 01 6 1 9 L 9 S �r IN, C �? 12""L'" Il11uIIInnIIUIIHIrI+nlluirinlll111rIII1111111I1i1IIInIIIUIIurlhlnllnlltlullntluulnulu�llullulln�llllnllutllnllM111I11nIlnlllntlIII►I11111uIIllulluullnl�nulunlnulun11111I1111l11t1111ulnuluullullUllllWuuulilllll11�1)IIIIIII�IIIlI1111IIIIlIlWI1 4 APRIL 1 1 1991_ i �-- 6" 18 GA. STUDS @ 16" OC 4"MIN. 1/2" RD. PUDDLE WELD AT I I i 112" EA. FLUTE OR #12 - SELF " MTL. STUDS, #12 S.D. S.T. SCREW @ 16.' OC, ANGLE 12.GA. x 2 x 2 x 0'-3"LONG 6 — #12 x 1", S.D. S.T. W/#12 x 1"SCREW INTO DRILLING, SELF TAPPING 4" 18 GA. STUDS SEE 1/S2 -o - SCREW @ EA. FLUTE 6" 18 GA. NEW 6" 18 GA. MTL. @ 16"O.0 SCREWS @ 16" O.0 STUD& DECK @ EACI1 STUD STUD UP CJ JAMES H. ,NADL)I C rn REMOVE EXIST. 'J CK- SEE PLAN ,iTUDS L� 16"O.C. 1 1/2" 22 GA. B TO SKYLT. ♦ BEAM METAL ROOF EXIST. NEW TS 31/2x 31/2x 3/16x 0'-21/2"- CONCRETE, DECK — 3 1/2" - 24 GA. T S. 6 x 6 x 0.188 • WELDED TO BEAM BELOW #12 x 1" SCREW WALL @ EA. FLUTE NEW 15 GA. TRACK STUDS @ i6" O.C. EXIST. MTL.. DECK EXIST. METAL DECK PORTLAIJ:)• UREGUfJ BLKG. Pri 3 x 4 x 1/4 x 0' 9" JV/#12 x 1"SCREWS TO REMAIN IN THIS AREA TO BE Q� ACOWDER UA ED C� EA. F'_UTE NEW REMOVED - T.S. 3 1/2 x3 1/2OF ------------------------ x 0.188 x 0'-2 1/2" --- � � � � ' ' ' W; 2- 5/8" D. BOLTS FASTN E RS ELEVATION @ 16" O.C. 112" RET URN 1" GAP 0 6" W12 x 19 EXIST. METAL EXIST. CONCRETE 1/2" D. x 6" EXPANSION VARIES DECK TS 6x6x 0.188 - o r•. BOLTS f WALL ~ VARIES rs.0... A. ... NEW W12x 19 -- :... 4 18 GA. LEDGER ANGLE 2 x 2 x1_ GA. W/#12 x 1SCREW a EA. STUD 16"O.C. " O ..q'• ''•. x 3/16 NEW METAL DECK 8#12 x 1" SCREW @ EA. FLUTE 3/16" FILLET WELD PLA taG t/f 6" 18 GA. IN METAL_ DECK EXIST. MTL. STUD ... EXIST. CONC. Q'' ' f' NEW STL. BEAM 4" I BEAM CENTERED MTL. STUD WALL WALLF. .•.•'• •.•. AS SHOWN @ 16"O.C. 3 1/2"24 GA. INTERIOR FINISH — PL 3/8 x 3 x 0'-9" � ON WALL STUD @ 16"O.C.. CONNECT TO EXIST. 8. CONC. NEW 1 1/2" 22 GA. B METAL_ ROt)F O w/2- 5/8" D. BOLTS PLAN 4" 18 GA. STUD(9) 32"O.C. W/ WALL 6" PIECE OF STUD& 2 -#12 x 1" DECK W/ 1/2" DIA. FUSION WELL)@ O'� EVERY OTHER FLUTE (12"O.C.) TO 0 EXIST. W 14 x 26 STL. REAM @ I SCREWS PLATE EMDEDDED IN WALL& TO A O O 1 ' W12 x 19 STEEL BEAM Q STL. BM. ar DECK 2. CONC. WALL 3. PARAPET STEP 4. FRAMING �a EXIST. WALL 5. BM. ar SKYLIGHT WALL. 1" = 1'-0" 1" . V-0•' 1" = 1'-0" 1" = 1'-0" 1" = 1'-0" xLn0Z PL. 3/6 x 3x0'-8"W/ W U0�O �`'1 � N / — PL. 3/8 x 2 1/2 x 0'-8" SEF 9/S2 � W '' N � 3/16 / , T.S. 7 x 7 x 0.375 - 6"MTL. STUD — SCREW OR WELD @ a•l `r ; are" CAP PL. 2 - 5/8" DIA. BOLTS ; 1 ' (CENTER ON WALL) METAL DECK NOT SHOWN WALL UNDER MTL. DECK TO BEAM, SKYLIGHT SEE 3/S2 6" MTL. STUD FOR CARITY, SEE 9/52 ' 1/4" , ' NOTE THAT HOLE AT ELKG. 4" 18 GA. MTL. STUDS WALL UNDER ' ' 1 4" 18 GA. METAL STUDS T.S. 6 x 6 x 0.250 ' ' i 1 1/2" THIS SIDE IS DRILLED @ 16" O.C. 9/S2 CONT. � , SKYLIGHT, SEE L 2 x 2 x 3/16 in BEAM , AT ANGLE THROUGH ~ 1 1/2" BASE PLATE - - -- - -�� CONT. �2 x tOSCREW L 2 x 2 x 3/16, SEE 10/S2 3/1�2 THROUGH STUD INTO ' L2x2x3/16x0'-5" ' ANGLE /16 , — ?L. 1/2 x 8 x !'-4" ; ' EXIST.8"CONC. WALL i , BEAM _ ' W/2-5/8"D. x 8" Ick-- � . CTR. LINE OF COL.(� CTR. EXP. BOLTS LINE BEAM, LOCATE BEAM + ' BEAM 3/16 CAP Pl.. 3/8 � ' 3/16 � � PL.3/8 x 6 x 0'-10" BEAM, BY REL.A I IONSHIP OF 4" ID MT.. STUD WALL TO EXIST. I 'V_ I I TUBE COLUMN � COLUMN � � W/2-5113"DiA.x 6" � � CONC. WALL, SEE ARCH. + - 3/16 EXPANSION BOLTS BRACE FROM FRONT ' ' 1/4• NEWT.S. 8x4x0.50T0 - - --- -- - -�� WALL BACK TO BEAM, ' MATCH TUBE BELOW. THIS SEE 9/S2. LOCATE BEAM ' TUBE USED TO BRACE EYTENSION 3 PL. 3116 x 3 x 3 WELDED \ 4" 18 GA. MTL. STUD BEAM A BRACE 8" FROM BEAM A r<I_. 1/4 x 4 x 0'-4" , OF WINDOW WALL. VERIFY S2 TO BEAM @ 32"O.C., BRACE BACK TO STEEL Cri LOCATION WITH MANUF.&ARCH. 1 -#12 x 1"S.D.,STL 1 BM. , SPACE BRACES @ SCREW FROM STUD 1 32" O.C. L 3 x 3 x 3/8 x 0'-9" 3/16 NOTE: METAL ROOF DECK i PL. 3/8 x 6 x 6 + EXIST. DRAWINGSSHOW EXIST. THROUGH PLATE 0 NOT SHOWN FOR CLARITY 9. TUBE BELOW SET 9"BACK FROM J FACE OF CONC.WALt., VERIFY 2-#12 x 1"SCREWS PL. 3/8 x 4 x 8 3/16 DIM.W/WINDOW MANUF. 3/16 6. TUBE STEEL CONN. 7. BEAM COL. CONN. 8. COLUMN @'-EXIST. WALL 9, BM. CONN. PARAPET 10. BM. CONN. SKYLIGHT � 1-1/2" = 1'-0" 1" m 1'-0" 1" = 1'-0" 1" : 1'-0" 12 CURB WALL AROUND ---- �I S2 SKYLIGHT, 6" 18 GA. STUDS ----------------------- Q.y @ 16" O.C. C6 x 8,2 x 16'-0" MSI Q ' ' 1/2" (MITER CORNERS) __-- --------------------- S2 I C) ' ' i —— —• EXISTING CANOPY �* SKYLIGHT ---- - - - i 1 TS 12 x 12 x 0.250 ROOF FRAMING 1 ^ r ' 5/8" RD. BOLTS i + i ISI TS6x6 -SEE 16/S2 -------------------- 17, ------------- ---- 1 i SEE 16/S2 FOR C6 x 8.2 CONT. 1 1 ADDITIONAL INFO. I NOTE:TUBE. IS AROUND TOP 3~ i ON BRG. PL. &COL. I OFFSET ON OF WALL i 2„ 2„ BRG. PL. 6" PL. 3/8 x 6" 4" FACE OF I CENTER LINE A EXIST. STRUCTURE OF TS 6x 6 1 4" ISI = J ' ' ' i CENTER LINE p O � i ; ; i OF COLUMN QQM C} Qv ' - - - - - - - QC" U 0 -i0 11 . CURB FRAMING 12. CORNER PLATE 15. COLUMN-!2 CANOPY 1/4" = 1'-0" 1-1/2" = 1'-0" +�. ARCHITECTURAL FIN. 3/16 191.4 VERIFY 1 1/4" CLR. 6'-0"x A'-0" x 12" � i w/ARCH. i NEW TS 12 x 12 x 0.250 SKYLIGHT _ - FTG.W/4-#5 LONG 6 -#4 LAT. i 1 11/2 2 SUPPORT AND CONNECTION � 1i TS 31/2 x 31/2 x 0.188 x 0' 4" EXIST. 5"SLAB �r 1 i 6x6x0.250 � 3/16 i WELDED TO TS 6 x 6 - PLANTER BOX BY SKYLIGHT MANUF. I� 1 1 16"RD. CONC. COL. CTRD. TFEI. TUBE I i SEE ARCH. ON FTG. .W/6 #5 VERT.W/4 Z 3: I 3/16 '� C6 x 8.2 @ TOP OF WALL - - * 1 1 j 1 Z i , TIES @ 3"O.C.@ TOP _0 0 U 00 PLAN j j 6 #5 VERTS. 00 i i 1 ' 1' 2" TIES— BOLT TS 4 x 4 x 0.188 STRUT #14 SELF DRILLING i SCREWS- SEE SCHEDULE #3 TIES 1 1 j W 1/2 RA �� BETWEEN COLUMNS SELF TAPPING _ 1 1 11 FIN.GRADE I Viz o ON-SHRINK V-4" ' ' SCREWS , CLIP 1/8" x 1 112"x 0'-4" ! wwaaaw��" N EW ROUT —�-` EXIST. W14 x 30 ' 1 112" @ EA STUD :D r---- CONC.COL. w/ 4 #3 TIES 0 DOWEL TO Q c0 @ 3"OC. @TOP E?LKG. JUST BELOW 1 1 #.'i x O CHANNEL 1 ; 1; "' MATCH VERT. 8" 1'-0" 2 ANCHuRS PER i 0' 6" PL. 5/8 x 11 x 0'-11" 3/16 2 LTR. BOX SEG. 1/8 " " o �waawaw L REINF. Z �-- / - 6 18GA. STUDS @ 16 O.C. 04 — , — —�-- H m w 1/2" x 10" NB ADD 3/8" WEB - , 1 1 Q 0 p STIFFENER SHEATH'G 1 1 2 O ' Lx 3 x 3/16 00 - ---------law------aAL OR 0 n TS4x4x0.188 ILL TS 31/,'r. x 31/2 x 0.188 x 4" EXIST. FINISH LONG PLANTER 4'-0"- 16, TUBE BM. COL. 17. STL. BEAM @ PLANTER BOX 18. SKYLIGHT CURB 19. COLUMN FOOTING N'E FT,1 IT 110. 98220-9 1-1/2" = 1'-0" 1" •- 1'-0" COPYRIGHT LR W -. .,A - '-_.. __.._._. ...._,......._........w..-.. .._...._._. 1n�. W.. . .. .:,-�"_.-._"r""."�.,.:t:."::�"�.Mw""'.•r ....w .....«.«....-......«,..«wren... ...wrrwwl[:.»:...:..,.....: jM..iskt.•.we.t • .o. I hll�l�l►Itl�ltl�l�l�l�l�l�l�ltli illllll Illlllt tlilt�l t�lll)I IIIII�'1 tli�tli illll�t tltlil tltltl, iltltlt tllllll IIIlllllllllllllililili ilililililtlllf Tlllilililtlili ilil�I�Iililiii � r � ..,,.., �_. l l l l l f l l l l l I I I I 8 ILO 1 ' NOTE: [F THIS MICROF I LME � -- 2 3 4 5 6 7 9 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO a THF (,QUALITY OF THE ORIGINAL DRAWING. OF 62 92 LZ 92 W bZ EZ ZZ IZ OZ 61 81 LI 91 $1 hl E.1 ZI II 01 6 9 L 9 s r b EI... Z I01•L"' n.tlnu!uuluulnnlnuluuluulunlunluullntluuluul11u�1iu(uuluulmtlnulunlUlllliUlllllllntltn1111nIuu1111�I1III III IIIIIIdill 1111111UlIII IIIIIIIIII fila 1IIIIIIIIIIIIIJI1111111du111lt11lu1II11111u11I111111W111W1111II111liI11WlLI1lUI1111III1111WI11 p APRIL 1991 �' AYE 1 -�- OF q Ln T' ' 77- M , F vco I &A `r i ......... ♦ I -_ 7 II II � AI A—� p Ono I I i I41tOno � I � co 00 I I I I � I i I oQ 1 I / I I I ; ��bN I I 5t�Go N P T'-1-Gr-l)R = Al'PRoX 90 I N• T; n i 'f�-IIR17 If'T�+ LGbR 'Af?ROX 155 I-IN. -r-I t 12 L e W, VND yr moo, , 1'-U0F" 24 " -' - T . .. • .. ...-.. .._ .,_- a 4� �` ^,.. . -- 1I ► I I I I I I I � F � I I I I I I I I III I{1 1 1 1 1 1 1 1 1 1 III �- -_. _ . .- _ . __ ._ w. _ '1�1 I .I �) { I I 1 1 � 1 1 1 1 1 ' I { I I { 1 I I I I D { II ( �) ( � II�III�IIIIIIIIII I1111111111111111111111t11111111�11111111111111111111iIFI�1111111111111111iI�lilililllFlF`FiF`ir'I °t _ r,s. I 2 3 4 6 7 8 9 10 !2 NOTE : I F' TH IS M ICROF I LME'I DRAWING IS LESS CLEAR THAN THIS NOTICE, I1 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. oc 6Z V LZ 9? SZ OZ EZ ZZ 12 OF 61 of LI 91 SI tl EI ZI 11 01 6I 9 L 9 'S• b £ +��,IIIIIINIIIIIIIIIIIt111uINI1llllllllllllllll1111111111111111u�luH�Iulu,l!►IIIIIn11,111111111nUlllullluhlillnlllllliluullulllu1111111 IIIJI11111uIIIIIdIIIIInulIIIJ11 ;hlulunlulll{uI11�l�unlu11111uInn11i11111uI�uI11ull11ullul�luWlllllnllllllnnitijlllnt .APRIL � � 1991. FINISH SCHEDULE n z „ C7 AMES F )An, LE For purposes of clarification the entire scope of interior renovation involved is described below. The work is grouped into 5 sections: (1)TENANT CORRIDORS; (2)TOILET ROOMS; (3) � ELEVATOR LOBBIES; (4) ELEVATOR CABS; (5) BUILDING ENTRANCE LOBBY. An Or asterisk indicates details or specifications pertaining to this task are to be found elsewhere in these I � documents. Paint colors have not beer selected and tenant door openings have not been drawn, I� O otherwise, work Is described complete.� L. F (1) TENANT CORRIDORS (Floors 2-5) *A. Relocate and add 2'x2' parabolic fixtures as required. --------_------- B. Paint suspended tiles (existing). *C. Tape/mud existing partition joints. Remove corner trim, furr out and add sheetrock at columns. _`'�� f�t�1dT� 1►� --` --- a Y E. D. Provide and install new wallcovering "W". V �. --- ---- -- - - - -- -- - a 5 Paint existing dc►or and relite frames. ,f. F. Stain existing doors, except fire w-.d toilet room; assume mahogany color. *G. Replace existing lock/latchsets at all corridor doors. Ii. Remove existing floor coverings and base molding. Ln 1. Provide and install new carpets "C,H,F". J. Provide and install new 2 1/2" rubber base. ' ur (2) TOILET ROOMS (4 Men,4 Women; specs are per single mom) x I ? *A. Remove 3=2'x2' parabolic fixtures; save and re-use at tenant corridors. Replace � with bldg, std. tile. � � w � ' � � *B. Provide 3 junction boxes and install 3 new sconce fixtures. 1 3 N _-- J *C. Provide 1 junction box and install 1 new surface mounted fixture over mirror. I N J D. Paint ceiling tile, door and frame and 4 new fixtL.-es. -—_ E. Remove existing wallcoverin T, - - — `n g b prepare substrate for new wallcovering. � W V � F. Provide and install wallcovering "S". 71 1.41�^ U-) Ln G. Ele.:tropaint existing toilet partitions. I I 1 H. Remove existing ceramic file floorcovering. I . I. Provide and install new ceramic file floor. Use mfg's 6" cove/bull-nose base tile. *J. Provide and install new ceramic tile counter. *K. Provide new accessories as specified. I *L. Frame and re-hang existing mirror. /S _7 (3) ELEVATOR LOBBIES (2nd, 3rd, 4th & 5th floors) ! i �` *A. Remove existing suspended tile ceiling. 1 *B. Install new coffered ceiling (sheetrock). , *C. Furr out passage walls to create pockets for existing fire doors & drinking :fountain. *D. Construct new planter along north face of handrail at sill level. *E. Provide and install fluorescent cove lighting. *F. Install junction box, provide and install new sconce fixture between elevator doors. * N I �--- G. Remove existing strip fixture inset into face of beam,replace with sheetrock. *H.' Light fixture *I. Provide and install wood base, trim and elevator pediments. I �"J" I VN J. Paint ceiling, planter box, wood trin , pediments, stand pipe and handrail I -- -'- -- -- -- -- - assemblies, includi.Ig cap at top of glass handrail, fire doors and all exposed brick I at stairwells; assume different colors to be selected. _ K. Electropaint elevator doors and trim. Q- I i I L� � �✓� L. Remove or replace/repair substrate, prepare walls for new wallcovering. M. Provide and install wailcovering "S"• — -- - v 1'Ai AL �EXp ►5Gp BtZIGK N. Remove existing floorcovering and base molding at lobby and on stairs. ............... f-1 - — ;4 O. Provide and install new carpet at lobby and on stairs. NOTE: Risers from building eatrance lobby to be infilled to second landing; see - Z Section 5 below. Ur P. Paint exposed vinyl portions of existing drinking fountains.) I H I (4) ELEVATOR CABS (Total quantity of 2; specs are per cab) I I O A. Remove existing wall and floor finishes. B. Provide and install marble at floor. C. Allow$1,500.06/:.ab for to be selected floor and ceiling treatments. �'- (5) BUILDING ENTRANCE 11-:7BBY I *A. Remove existing suspended nded file ceiling,. 2 *B. Remove existing exit doors and adjacent wall; approx. 9 l.f. *C. Constr Ict new exit vestibule. Ij ►� *D. Provide and install new coffered sheetrock ceiling. *E. Provide and install new fluorescent cove lighting. I F. Install junction box, provide and install new sconce fixture between elevator doors. (— *G. Construct new wall to partially enclose space under stairs. �/ rl V *H. Fill in risers of stair as required to complete enclosure described above. -- I p f *I. Provide and install new wood base, trim and elevator pediments. J. Electropaint elevator doors and trim. *K. Paint ceiling, trim, pediments, and all exposed brick and plaster surfaces of atrium. ? , ,c j - I ---- L. Remove or replace/repair substrate, rep g are wall for new wallcovering. _ ` Y M. Provide and istall wllcovering "S'p L 30 N. Remove existing floorcovering and base molding. - 3* O. Provide and install new marble borders. P. Provide and install new carpet. "01X NOTE. These drawings locate products, surfaces and materials and the notes essentially At convey design intent. The project intent is to provide for a complete, working I I 1 remodel. Upon completion, all utilities should be connected and allenetrations P I through exterior walls should be water tight. I I a 11-OR ��Iz�'�1" `�(ALLC4`�I✓RI1JG '` G G�-1aRL�5TC>N "sTAR#'L.ITts" Gc�LOR `AQ�JP�" Uhl " " " z I Z u vol,. a X5110 t�q viral' �� z i 3 r GI~-tAW. �TC2N 44LLMARK G�!-4R I �r'�4kJOi "Ph1MMr-_P wvr? } f mo. 1tOL-1. VINYL. 0 I pU. 6"ARl.t S oN "I-+ " eu�ToM z;owK mAr,&++ To 't5'1"t'•t�wTv" rI�L.1 ® WOl-1✓-GORPON "P I'LlalT'ONr" *'MLT3-28cgM Got oK "WKN tT>a" - 00 WIPI; YINY I" w I co1- 7IP_JtJT �i o 5 " C'J XV GikR -r , L. GAWV.1" Q sac)' -MNNAT�CT GORJZIt�R�� 0.L49VA4VR txr� , I''I 644 fil"I5W0NF_ 11,12" �Lofr. /i;�`T'f31Zl R f'�A I N7' p PS;7rA 1 L- �Zr V-Lt-_ '4R 1,0"Fitp) ?DIEM' T;A4rrITI6N`>: MAT 4 At 1WJT0N5- I PAP-5C GOL.OK",'S1'W44" � I Q c U w Z d 0 MAR13L1✓ _ _ . o , M RCX.� t? M a�t':I (UNr TI l-r: #�2 � Pt�a{NIt NG Ttz1M � TII,J _ oiL, I rRlmt5r ' 2 r gl:S1 + N r�R>✓ r J T�=F�� (UNrrI�D TI1 # r,, ) 544r:t?TIZCk_-K =FIST LATPX; I flKiM59, I FINK--} 6aAT5 C AMIG 'tI1-5 _ BRIGK =SATIN SAT$" I fr.IM)1r1,, - IN15N GaAT� 5U5MNMt7 -TIL�s =A 41LYr GOAL -F' JN`r, 0 GOAT'S GtI,IARIZY TILS GD, ''NpcTUIZAL. I-Il� II" r,.l!:). 21822�.)9 11 60L.OR 51Z r5 TRIM Mt�-r .LWOFK =Oaulrmw vl-�M.; 1 MIMtw,I J-IWI_,H G�7. !�LOR 'PAWN" SNL. -Y ' r) :. '� .._,. �'OLc "MIST'' S1Z� 3i� x;�„� 3„)K `rll �,BRIM 1 _ _ , ..OP v R IGH T LIRIV 111,111111 i11 111 Jill Jill 1111111{111111 1111111{11111 1111{1111111 1111111{1111111�11111111ililili{II�Iili��lilililTlllllllillllli{11111111 111111 T,' NOTE: 1 --• 3 4 5 8 t 8 9 IIO I I 12 IF THIS MICROFILMED t DRAWING IS LESS CLEAR THAN i THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. pE 62 92 12 9Z SZ 1r2 E2 22 12 02 61 91 11 91 'S1 b1 EI 21 II 01 6 6 L 9 f�i b £ 2 -`'� ►11IIIIIIIUIIIn1I111111111i111111111I1111111111N11{IIIIIIIIIIIIIIIIit11f11111U11N�111111111111U11{11�11N1{llllltl�l{IIIIIIIU{111111111{111111111{11111111{t11111111�IIIIIIIII{IIIlllinl uultuil ullltu�ll�l�rlu11111I1111i1u111�����hIIIIIIIN��111�1111�111�11l1I1111IlItII1111I11UI111 w _ APRIL1991 R I� r � t ��'r '� ria. • r= .,s� ��-�-� �IyTi►'-uo t'�Z�L�R� V�.0 uM �F�K�oR- i 1-1010 (RAI HTA 1 r / t NNW ' ' + fpL N4TI tow P1.p.1) ' I Nbf'Il.ar- 'l'' yl► ✓L • " 'ter ;: � f.tE.Yy IRRI(i�►TbON IN1�!►�►"ig'� I NSD �►�'1 NL• �M � �MovF� ��'�►•J(i IG ., Nliu440 P�►-tom. 1 _.. - _ 'folio wo HW 1,=Z .- N r000, L-000, ,t t�,X STI Nl. T 72 m WHOvVD - �- ��`�� �� T� ���-�-z-aT�`i�i r p, G�1� l.oua-�P-1 ►�.c�•►�-1!i �� • T 4 r f ------144 AL--L, uNNA T64,1�v "ZEA6— � A6 P TF-D CASSOCIATE ' " -� • , t.+twi,�•M .•+woca�r nMww+ Olt "00-N • - ,. I. AG�.1 u�T �- i�R'I�, .-�_iv I•I �-1�0,� I� �I��� .._.__ �f�� 1 �. Nom'• 4�0�-I1 Tog- A+4f REMdvtD Ft4t4T MAS�� =ur. �� ��p �� 7v WEAP FAf mf 0 -2,, V rA FY T4&T Al--I-- C--X KvT-i We 1 k4z 4,va-( CG' U U� 171, rift .3 V , To 'r':,--u f ff1.�( ,.�I�`�-'�I�.•.n fa �I•�1�-(`I _ ,+„p , ,�, , �, S I"Vd z,,t ► i►Mgt �Y<->T I I JTR P-X IGT I Nee- �..M ►� Gam,.." "1"+� W T�/`e;TOR, -TV �U �.'� , -� 11Z� .T�a /�► �,►I�' �f '1'110�4 _ ����� I I-l0)G�i'i►�1G �►I n ars� �r ��,�,. ,,1,x.1 � r. " OF 2�� r � 14 ordh a �!�"f� +� � �, (�.��►�► + �/��,�'✓�7/ /^t`�Imo/ r"I �'��''v'�* ., r ��` '{�( ♦ 1..�..•• ...+.,- ...�. a.anr. ��w ,,r�.��.�yw,,•� „•t. _. ■ w•..rM•....MI.wM+/iN1A•.n..,.....•�x+__...._..alJ.w•.«__..-.._.�..... ..._. — _,..._ - _�".�'.Di.......M++ _-__r _. " � �.v.,yw.�• .. TaR"�•11 M il "MRI ,._...�_,...: illl�l�t�ll19111MN1M�1+•�iMi1C �1Il�ililtllltlt tl��Illllliltlt IItltltltltllltlt�lltftlt�lll�tllltll>jII1111t1��I{11111'111111 f IIItltlililt�l�tltltllltltltltll�Illliltlili�itllili�ililili�ililltltlllililolitilili,il�,itt,ilI 'I t 10 II 12 NOTE IF THIS M ICROF I LMEL7 ``�"'""" '� DRAWING IS LESS CI_F:AR THAN THIS NOTICE, IT IS nUE TO TIM QUALITY OF THE ORIGINAL -- DRAWING. �E 6Z 9Z L2 92 SZ bZ EZ ZZ 12 07, 61 FII L I 91 -21 t,I 1 I 431 I I 01 6 9 L 9 SI- tp EI- Z I"•'"" �►lthlltl� uIt11111n11fIr111►11Innlnn�tlnlntllnitltt,tluulu1��11�111++11ti11111tttltlttll1N�11UIIlIt�IIIlIU�l�tttlltnl�utIIIIIIIINIIINIIIII►�ttn�tltiltllt�IlllItIUIIIILIIIIIIIIIlI1111111111tUllllll�Utllllttlun�lIIIIIt11IIlUIIWU�I1llII111�I1UUl�lII111I11llIIIIIIIWIIIII' ", � APRIL 1 11 991 i ". p ••. �. 11 txK-:5rlN4V FLA"C�.�' ` I1;�; Dv I Z4 G M �. tI'I� a. ro 4 � L Zo D`✓ a e> t , f ti •�!�f• r' • i , • r _ � I 7 / I / 4 � ON,, KTiHIP _� • \ VCS —_ H - -- IL All !note *hall eoeform to •I1 aprlfaable standards of • st a�tloa of the Ameriean Steadard tee Mursory Stock, N V ———— Z� �� I,_, �.�,. • 1 ,"0�: Gulf as approved. S . i I , • t D RAP6YQrOAIIT: All plana eat•rfel whall h• �lfi wt ro�`T�ra1 00- acceptasa•. Durtap this time 0 y wd qtly matertal in p•aer roaditfeo or tallies to produce nee iM alAgll Ile nctaPt wd by the 4aadeaspw Coatratio •tthnut cost ' • -- '— -- '�• I+ • t►o 4eswr, wscept for sower aeglodt, wandritM, or extreme � 4tsd f t l wws. _ V I • �. N E+� _ _ _ _ -- - --- �'+ P CA1r10M: Apply 'llousdwp" berblefdw to ell areas crow 01) T6 Applteatiear W Its made to aaaordawee with tli!PWOa dirietloas and Orego,i state p*stletds laws. Appy -_--- - -- -- _� --�"- , T �/�/ ,`I 11�14J(i I - rlfo,d''l trmatAwt, altowfsg wtwlera st 7= hours without `/ VVI ") 1 for t�& balesatleq. It rale oaerrw witfilr 79 hours of I, i W I LA ZZ 1�/`Jl;�l�ts 1VY D� �,W. ..,, djT• A Mttar �abtll!• 1 II R. , tae 6441?' N1•� -ff'041 0 ' o' O I� � t►�, p M L40*. I _ Il. �e�►post, ah maswtaetwrwd by Garden Care Cosipowt, !donna, Oro=ow. or approved *end ood and man osr i• •g' �r-old, tMs tTom wwslo"e wood need ant material bad* to sleet growth. Provide three lushes in shrub bmisN 44 N US.- U-sTO R�Gt N� 1.v G4 C#M WHP06T rA.y• ypesm; granular (calcium ralphate), 50 pounds per 1000 /•� 1 �usr* lost in lass or shrub beds. I7/ r✓T,�.�/ l t•+^• I'!oU IJD � / ` •"•����/ '`•� ",• C. 0�4vimlte►rai grade Lime: SO pounds per 1000 square feet • OT' down► area or abrub bode. 1.r _•-��"�•' Orap to !roue• pll sl ve sway from all Piawtlag areas *hell slope away leve butldtags 00 piteb. Obrub bods shalt be crowned at 101 elope to a areas ■!rail have sf •rows to center. Visa% graded • 71}0 tee inches below oe)aowot *elks and curb* for mwleb 100. q/1 one tout below for sed lnotellattoa• v_IOM: tsotottll all panwttes areas to a mtwimum depth iii. Add caatursl aveads�eats and rettll. bleeding la at$A kseeeaed evil thoroughly. Lasdw epo Contractor _�• .- '' _ Oil •,thefts• otases. •w'Oaatlea nevi dab In turrwr.1 up *bit. At eowp►wtley ev 40i1 0"psrtttea, sell *hall O 4. �a tsexturs. Competing areae to peoptlw swath LISP: PlJ17A iEA i •fir `r-'; »9 SITiBIZ SIZE SPACING iEl�IMKS Sm l , aye GROOM CovsRs: _ OV IO VI 2 Cel. 3' O.C. tO•t0•-W uLtk eteroautrtent ,fgttfl'brtt Dlattt Tabor (DO-10-b), 10 gram and 91 gram tabs ' O �. EM (tYita�n) 150-18114 O.C. � I ' . e ' I Place the Plant me a sis-Inch mound of eoepacted *all FAY = (ytelIow) 15"-18" 4' O.C. -- - —�� a center it to the Irate. %*move costafners, ties or burlap y tlrlar wFPor half of Sig material). Check condition of roots and St Aloewll away any erased or broken cess. logie baet:fillirg EW LMFA KIN � 5 Gal. 4 O.C. a �,�---•,, tiro holo, noting surd to eliminate spay air pockets or voids �L�W►►NNIw�U+ i Ca ilw King p o ,r working wane layer tberougbly by band. Atter backtllliing two- F ARMA 15 Gal. Shoklrt 0 0 : leis lull, water thoroughly cad plea* "Agrifor■" plant tab* A (I*- and 111-gram) 2O-10•-0 foroulattda around root .system at a Ca ftdomewoded rates. Plans rwmalslag beotflll cad dish areand r r " , r 'lo.t to retstn wstwt. • top-draws plawt1sS* with fertiliser. 8 �� S �T 4 Pots 3 O.C. l oda should ■sletate root ball slightly above surrounding 1 •de amt to exam" *a* !soh) for bark mulch lestallatins. im 2 Gal. 4' O.C. uwww s a rpunm / ►�;p ARAI�I,Q_ t`vn•t r Tanta as dewignat•d nn the I• ���YG 3 Gal. 3' O.C. wa•RilTA sb37w fro■ plastlse hole to the required ca�lbei tlr, eft toe time* the width of the root hall. Kosovo all iD Oster / 2 tial. 4+ D.C. 40040460 Sed refrain 'pop using such 1101.19 is plenting air or �► YL'ef�'Yk�u 60111 41. Prepare a Vail six as follovol Elizabeth J 9 ports native smarsded topeoil RE ► , 156`48" 4 D.C. , I pu!'t compost Lam•-dy4ma /laet!"ge with fertiliser at Lbo .following rates: ti• �^'�lA g.p!-►d Covers (2-1/4" pot) 1 ounce per plant r 91AI1 Plaats.(12"-Ig") g *uses* per pterrt 1 �p r tlArwba (171"-aP) 4 ouecoe per plant �� , ••8 Specimens �7uH — 4 S oww cis per tree ou I � s 1.s"-18" 4' air. • 'front plarti■g bods with presm•rsent rates itefoee rw1*h/age Do not allow TVM " h�,� 16'-1A' (1A COLi Ata MrMs fe be tron'4d• � C1 rClrlMA a� ,dims" EMMIS Mpgt rvlob ptantine bods with approved medium ate, 2/4-toeb minus to a Aepth of 4 inehes. P WAM 1 CN 2' O.C. ,� picot ground Covers through ■vias w ffELA ih 9-and-r-Aa11 ttm�w the root spread **I AlNC • -� 4 � x z rtMt fits nod tarsi louvre de meatksba wads* bAMTI !!M 05 y� , ► 1 �i. 2 O.C. '' ' I ROSENFELD venal lfane bort 1 i s WIN'S- p ' (,1�►� �— }—''�---y , ,„. GV ZMi f 2-1/4' t Ye" O.C. fi �\ ASS�CIATE� ry H : posted d &oft the desert savor �'p�r'��1�wspemtsd end a7►� awwawl r*plan•■nets � ' • a of "towed-Or shall be made to any r Vas lent! a 7 G�I ' • (,,,Irhlsulpr' �ltihit�itS Pl./n►tryy r OREGON Q � et geed growth. -.-- � +_ I _ I Gi Al !KI'ILSE 'SQtf>!ell' "{ ' tali aft hbwgtr. *sen materials 161.1. 3' O.C. �Cl�il.l(s " • i f � ' ' r�Aa i b. te..r•.r1 iter glt *its. Ali* Gi A2 i1STILIE 'E;Ica 1 Gel. 3' D.C. "l�Tb _- p { . vas. s7P1evf a»as sink! }i*ored of a jw6joet ancon be .leaar 0 =7 a7M 64 Ila ASTIl6E 'i to Glory' 1 Gal 3' O.C. � N�V°d �__ �vf' � I -Eu�Ti�MAT'E-� W`-i'°IAI d IRS (b/ for ;� whi te4" is r," O.f,. • G 1t K WWW (crarfgi►-red) +" ports 6" O.C. I P� Ilial te"'Aa 'doff' 44 PetS �" O.C. t1 .bA 'frysta', Palace' 4" pots 6"•0.C. r ' t kh ' �� 1 �• .J d I Wint>R r I �7"`( ►�'> -`�A I L.- 6oW �� I >=� 1���,,��vin ���►�►�T� 1 P PJMGoY (urllled cola's 4" ' • --•—�- ......__.________-._. .__-_...�______________._.__._-__ -__-_----- gc:as.c: 77�1•IiovMaw: oM►wN ter ; is 6e O.C. „_....� ► ) 7 ,� DATE: 7rltv7'ftga I f *Wto wafts a ofth DMA. PE r rl 1 r r,ln. 88�:y:.t"iv 4 g �' � I°�l�` F�- 1,�,`'I , (�A f`1PR r�� �'f�ol� ►,�1�,,rG r T ,�,� f �. ''•�,,,� . n �j �j���� I��I��I �`�f�. ���1�1� �/ � / f �,fP�• • �p/�� 1 I I � "/ �(I 1 �M' I T' �� / ��f/��/ ^ i i• NiN� LJ P t� -, r n sir : I II010 � H N he I•IA I��► 111' A'%4.� �'QT 1�'I D.lr. }"Jig (2• ASO 1 tw■ae fmarres o"ma,false alaA7as■n e ,yr.....,. :q,,,,•.,p,,,a,,,„„... �+.- V... Mile ..M..,n+ni►Y..., •H . n..me.w:w+..-:nna...+MItlM, .me.YM.•,a.w,n-wr,rn.+.raft"M�rM,irMO..ilwnrRY.Jiwwwr - : M1' V M !�{1111/1'1111{i ,l,'Ilr ,lilt{) ,IIIt11 t{Ill{I i{IIt11 IItIt1t t{I`Ifl I{11111 (11`111 t{1J►) I{,It{Ill{11►{► 1{11,{till!!!{I I{ .11{111{hili 111111111{111{Illi{IJI{111{IIIIIiIII ililili iii 1 1 1 1 I i l i l l I 1 I 2 3 4 5 8 7 8 9 10 I I 12 = NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, iT IS DUE TO I THF QUALITY OF THE ORIGINAL _ DRAWING. 111, o•a t rw OF 6Z 82 LZ 9Z SZ bZ CZ ZZ IZ OZ 6t BI LI �I 51 b1. EI z1. II 81 d A L 9 IS- ..r 1E-- Z t Y efr111lntinlll„ullu,ltl►lir,„I,u,JIInIItu{It111111tiuuln,ll„ttll,l,Iln,III„�nttIUIIJNttillullltllNullNilntillulliil{IIIIIINItIlu1I1N1�Nl,lrlultlltlnlllllttltll►liulln111tn111N1111►IIIlll�utilutil�ilt)uulllulllulllul!lillnlhllulullUllllllnllulll►�;)ull 4 APRIL .11 1041 WON :11 X91 1