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13420 SW PACIFIC HIGHWAY Y,v • ,i r I �\ r 1 MW i „ . -110111 . •.' _ aW.. ...- •,•••••1WiW iryf�li�i'iAfi411i����l�'S"'u�i�"=�'- r'�. 1iHaYYtWWYY r�h••�w�""..-•••.—.•���-ilidi� •._ •IaudY+WYYJiV i.r,r.. __ ...r.. .r •. .r ....wSYiL1Y.YYWWIih .r. :.a.....�......»..... _ ..�a•uw..,.+..ti.'.nrwwra ..............-..ro.w.:..a.w---�.w:w.r-.....--.�. wrr��us- .. ... .iY,e4.Ynun.AMiYdWiYt�tWiY�YW141M101i4�♦..�,,.r..=�y.r.:........:r:awr[.IInY.��..rr..r'r "-.w�-+„> - ,........�..._-.-..._.�.s Keynotes 3. REMOVE EXISTING 'WALL 2. REMOVE EXISTING DOOR3. REMOVE EXISTING MILDIZEN DESIGN GROUP, P.C. Y r. 4. REMOVE EXISTING COFFEE BAR AND SINK; CAP OFF PLUMBING ARCHrrEC•iURE SPACE PLANNING AS REQUIRED 5. REMOVE EXISTING RELITE AND INFILL OPENING WI'(H METAL �� S.W.d. Beveland,9'1 Suite 120 r-. Tigard. Oregon 97223-h6��2 STUDS AND %" G rP. BD., FINISH TO MATCH ADJACENT $ I A" (503) 244-0552 WALL SURFAC.. 1 6. NEW WALL TO ALIGN 'WITH EXISTING 104 Ste! 7. EXISTING FLOOR DRAIN TO REMAIN XX8. NEW COFFEE BAR AND SINK - SEE DETAIL 2/A2 505 SF/100:6 B: 1 EXIT i A L 5•-T� 102 108 rLL3 A 11Ca 1 106 General Notes T _ F 103 1 N -- I� 1 0 32 SF/ UU 2 1 7 A. VER.FY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. 6 NOTIFY ARCHITECT OF ANY DISCREPo%NCIES PRIOR TO START - -- - - - _ B: 1 EXIT f�j 1 - - OF ►NORK. 103 E 0 8. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. 107 T C. PROVIDE (1) APPROICD FIRE EXTINGUISHER WITH RATING OF O - •1 � 1Vxxxx NOT L1SS THAN 2- A: 108 FOR EACH 3,000 SQ.FT. OF FLOOR ( '� II II II IL 5 1028 _ AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO �W 1R K:e4 I I I I I I I I I XX 1 �-�- EXCEED 75 . • II II i; III 2 571 SF/100:6 1 2 101 D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN I I I I I I I{ I B: 1 EXIT r -- A2 ACCORDANCE WITH N.F.P.A. PAMPHLET X113 (BY SEPARATE 9 PERMIT). ( ' E E. PROVIDE SIGN AT MAIN EXIT DOOR PER 19C 1008.1.8.3, 2.2 va STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". -- --- F. PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPANT AT Oµner: OFFICE AREA. �" G. SLSPENDED CEIUNG TO CONFORM TO ATTACHED CODE GUIDE Pacific Medical Demo�ftion Plan Floor Plan 18(-/25/#2 PAMPHLET REVISED APRIL 1, 2007. -- — H. ALL NEW WALLS TO RECEIVE 1 COAT PRIMER, 2 COATS ACRYUC Corporation ( ) ( ) 0 2 4 8 16 0 2 4 8 16 LATEX. I. WOOD S1UDS AT CONTRACTOR'S OPTION J. EXPOSED CONCRETE WALLS TO RECEIVE (1) COAT PRIMER, (1) COAT ACRYLIC LATEX. K. VERIFY POWER AND DATA REQUIREMENTS Wl•i H OWNER 123 NE 3rd Avenue, Suite 500 Wall Legend AND TENANT. Port land, OR 97232 L. PROVIDE ADA SIGNAGE AT TOILET ROOMS AND ADA COMPLIANT - EXIT SIGNAGE. NOTE: ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED Profcct: C EXISTING WALL TO REMAIN Proposed C = .= =7 EXISTING WALL TO BE REMOVED Door Schedule _ TI for 3%" METAL STUDS (2 x 4 WOOD AT CONTRACTOR'S f MARK NOMINAL SIZE FRAME. DOOR_ _ HARDWARE REMARKS OPTION) WITH " GYPSUM BOARD Pacific Medica WIDTH HEIGHT THICK. MAT'L FINISr; MAT'L - FINISH TYPE GROUP Flnlsh Schedule 102 3'-0" 7'-0" 1-3 4 MT FF S� ST B 1 -- - -- ' T S7' A -ROOM NAME ,,,�,�1.. Group 106 3�-0" 7'-0" 11-314-1 MTL FF SC ST A 1 - - - -- - - - - �� �� �� — A4889 RoomSymbol Legend A. EXPOSED CONCRETE SLAB - -- Tigard, Oregon B. CARPET -ROOM NAME C. SHEET VINYL � D. VINYL COMPOSITION TILE ROOM NUMBER sheet Title: ROOM AREA/LOAD — 101 ROOM FINISH Bme - FACTOR XXX/100:2-...`NUMBER OF 0. NO BASE lootPlan B.2 EZ(iTS OCCUPANTS 4. 4" RUBBER BA-7- OCCUPANCY GROUP PER 6. 6" RUBBER BASE NUMBER OF Door Hardware IBC TABLE 1004.1.2/NUMBER EXITS PROVIDED Wall RnM A. EXPOSED CONCRETE B. GYPSUM BOARD AND PAINT C. 4' PLASTIC WAINSCOT WITH STAINLESS STEEL C•% �.�-`��r• �"� TRIM AT EDGES, W.R. GYPSUM BOARD AND PAINT ASOVE. TYPICAL AT ELEVATED WALLS ONLY. X. EXISTING TO REMAIN ing 19mish _ isiors r; A. EXPOSED ROOF STRUCTURE i 26 April 21'xO7 Q 8, SUSPENDED ACOUSTICAL - TEE BAR general Revision C. GYPSUM BOARD AND PAINT X. EXISTING TO REMAIN Door TypesC*iing 81-0" height _ 8. Tempered Relit*7 12. 12'-0" �� X. EXISTING TO REMAIN /n LAmw lot FO11yN»Dow ...""..""".",,.,."„ eni Wj)wN DESIGN GIMP, P.C.. 2007, ALL • RIGHTS gE9MED���- \\ \ MM OFAWOM ARE THE PROPERTY OF WOMEN OMW GROW. P.C.. NO ARE POT7ff ff ED w# t0 8E USED A RETHE XKWPRW M ANY RRED HAMMER. ExCfP1 wttH THE PI►!dt MR1T7 PDIW u'xi Or MnDREM oE9GH moffl, 00REVISION �,. �"�� Date- 13 rebruary A B / _ Drawn by: Checked wm BKS WE 1YW IlhwiMN ... - `" Job IVurnbec 107 OFFICE COPY Sheet Tenant Review - Jarnmary 2(X. 7 A 1 mm�mmwft NO vJ, g 1 t HI i?r. • � � IC' 1 r ,#. I G I1 I 1 I M - i �W r 4� rw 'r t . • n 7 MIT a s , u Ny" ��x 1 t r Y a> ... h ..,..`..f.,,rr f...r.nrferiti.IDAY rffrr,ra+rffw •... --' — hiAf(rilNt:ffiwr ilifi�.:r�Cw -- ++nr..a:.v.......• -•._�:.,.ww++r... w.rsi._•f•••r�•.��•_.�..,.,�,yf0 — �«..r.aYr� ��atf. ` fi�.�•_—wnr✓W.,rWWY.N.M� W,1"frMMINIWY.4d.1rw.:._ r-.....u.u. '.u. "`:,�.$YMAA+f[.II��,��MWMt.r........uw+ �.+��—__.— ....,n..y..__ .. .. ..... �XX111P - ru,..w.rJuuYW " '_yw...JJ,.Af• `.r.-. �IVB �4�-�f " 1 ....._..Yr.�.... r.. WHERE TON OF WALL TO STRUCTURE BRACING 20 GA. 3" NOMINAL METAL STUD BRACING TO STRUCTURE WITH ABOVE' IS LESS THAN 5'-9" PROVIDE (2) #8 SHEET METAL SCREWS AT PLAST''; LAMINATE FACE 2'-1Keynotes ` (1) BRACE AT 8'-0" O/C TO ONE EACH END; PROVIDE DOUBLE STUD -- --- 1. WALT_ TO PENETRATE CEILING S;DE ONLY, STAGGER SLOES. WHERE BRACE WHEN DISTANCE 'TO _ PLASTIC LAMINATE 2, NEW 2x4 SUSPENDED CEILING GRID WITH ARMSTRONG T DISTANCE IS GREATER THAN 5'-90, i STRUCTURE ABOVE IS GREATER -i COUNTERTOP AND SPLASH MAXIMUM " ONG "COR EGA" -- - PLYWOOD WITH PLASTIC CEILING TILE - SEE DETAIL 4/A2 ILDIZEN DESIGN GROUP, P.0 G PROVIDE BRACES EACH DIRECTION • ^ } AT '-0" 0/C / / THAN 5 --9". HEIGHT TO LAMINATE. /ITTACH TO STUDS ti ,�RCtIITEC SURF: SPACE PLANNING BRACING TO BE PROVIDED TOP OF SINK76r0 S.W. Beveland, Shite i20 45-X WHERE DISTANCE BETWEEN WITH (2} 22h" TYPE S BUGLE o ANOOR_ ADJUST,4BLE SHELTIES TYP / HEAD SCREWS, COUNTERSUNK. Ti PERPENDICULAR INTERSECTING i OIINTER SET IN SEALANT BED gal d, Oregon 97223-8692 t WALLS OR HORiZONTAL BRACING (503) 244-0.502 BETWEEN WALLS EXCEEDS 8'--O" II -- �/ ------� (DO NOT EXTEND BRACING INTO7 _.+ 2 -0 _ NOTE: HIGH DENSITY PARTICLE -- - - EXPOSED STRUCTURE AREAS) - _ - _ _ - '� , BOARD MAY BE SUBSTITLTED --- -- _17-7: -3-- - - FOR PLYWOOD UPON k' SUSPENDED CEILING -I1 ARCHITECT'S REVIEW L 1 h" x 1X' x 16 GA x 3" WI TH (4) X19 SCREWS � -CASING BEAD USG 200-A - � EACH SIDE -%" PLYWOOD WITH PLASTIC ATTACH STUD TRACK TO BRACING a -- --_ __- - I I LAMINATE AT COUNTER TOP THROUGH OVERSIZED HOLE IN GRID �, 3 101 AND EDGE. ATTACH TO \ / SUPPORT W/ #10 x 2" -- - - GYPSUM BOARD EACH ~ A2 SCREWS AT 6" 0/C --1 SIDE SECURE TO STUDS , _ ? COUNTERSUNK - - WITH TYPE 'S' SCREWS AT - r 5" -- 7" 0/C a r�•i �< ` - - 3" NOMINAL 25 GAUGE METAL STUDS AT 2'-0- 0/C - I INSULATE F';�ES DOORS ONLY AT ACCESSIBLE SINK; NO BASE OR SHELF; J-cBASE CABINET AT r— —BOTTOM TRACK TO FINISH --- INSL LATE HOT AND WASTE r - - PIPING; CONTINUE FLOORING ON-ACCESSIBLE PORTION FLOUR WITH POWDER DRIVEN I ANCHORS 4'-0" O/C AND EASE UNDER S.NK _- 4" RUBBERBASE. TYPICAL 6" DEEP 2'-s' MINIML'M CLEAR SPACE WIDTH 30 __�•-- SINK — - MAXIMUM S wrNrt�u�+ ALLOWABLE IS 2'--60 FlAOR STRUCTURE-----ZI • • TOE KICK BEYOND - 1� VV s 11 to Suspended Ceili z Coffee Bar Elevation � Coffee Bar Counter Section F 101 d-r2 3d-r1 1904-r1 Owner: .r Pacific Medical , _ — (2) 350-s 162-33 Corporation $ - FLOOR OR ROOF STRUCTURE ( 4 — TIE ENDS OF MEMBERS TO PREVENT SPREADING ADDITIONAL HANGLHS AT ALL MEMBERS WITHIN 8" OF ` Az PERIMETER 123 NE 3rd Avenue, Suite 500 Portland, OR 97232 -- rta � rr — --- -- VERTICAL BRACING AT 12'-0" +,N ,fti - -- - _.—_ 0/C EACH WAY - SEE TABLE PLAN , „ �. PROVIDE COUNTER SLOPE ---- -FASTEN TO ROOF- FRAMING, HANGERS IF HANGER IS MORE T-BAR RUNNER ��� 2x6 MINIMUM Project: THAN 1:6 OUT OF PLUMB SECURE ALL HANGERS 70 #16 x 2" WOOD SCREWS Proposed 1 BUILDING STRUCTURE. TRAPEZE - IN EACH LEG DUCT WORK AND OTHER LARGE ` -L 16 GAGE x1"x1"x3" T1 `,o r OBSTRUCTIONS PER SMACNA NOTE: \ #8 SCREWS AT 12" 0/C (ALL SIDES) WITH , '061 (2) #16x 2" • • 8" MAX. SCREWS AT TOP8 SCREWS AT METAL STUDS Pacif is Medical 6 - --MAINTAIN CLEARANCE. BETWEEN � � rOU 2 GRID AND ALL EQUIPMENT �\ Group p MAIN RUNNERS AT 4' 0/C (2) /!S SCREWS 1 Lard, Oregon 7 SUPPORT WITH #12. WIRE AT 4' 0/C OR WITH #10 WIRE AT 5' ON CENTER EACH WAY LATERAL BRACING AT 12' 0/C MAIN RUNNER - _ EACH WAY. MAIN RUNNER TO Shcet Title: MEMBER LMAX SUSPENDED CEILING 7'0 STRUCTURE BEGIN BRACING Details � CONFORM TO OSSC RULING WITHIN 6' OF PERIMETER AND iJeti is and 11 1.0 5S 7'-4" o FOR 2004 OSSC SECTION 16'21.1 2" FROM CROSS MEMBER I1j¢"0 5S 10'--9" o IAND 2007 OSSC (EFFECTIVE Reflected 2"0 5S 13'-8" o APRIL 1, 2007) SECTION 1613.1, NOTE: 350 S125-33 7'-13" C DATED NOVEMBER 6, 2006 MAIN AND CROSS MEMBERS V.1111 �,` 350 S162-33 10'-0" C CAN ONLY BE CONNECTED • C'e i 1 i n r Plan (2) 350 S162-33 13 -4E TO WALL ANGLES AT s Double Stud to Main Runner ('6_'� Connection at Roof Framing _ �� � " , » syr y ` a 2 350 S162-33. 2l'-O" © TWO (2) ADJACENT WALLS 3 s1•--0 3 -1 -0 - Reflected ' ' 4 Sub nded Ceiling Section 201 2a2 8" U+� DCIII Plan - ---- - SUSPENDED CEILING - SEE - ,--�- CLR REFLECTED CEILING PLAN f _ N.T.S. ALL CONNECTIOP' DEVICES TO BE OF AN APPROVED TYPE 20-r4 AND HAVE A 100# RATED CAPABILITY, — — 350 T 125-33 0 2 4 8 16 AT 7'-0" 0/C, AND AT TOP AND BOTTOM . . _ (EACH SIDE OF DOUBLE STUD) � Rex Kions -- 4r I. 26 April 2007 General Revision �- (2) 350 S 162-33 , t� `•� - RUNNER FREE TO SLIDE ON CEILING SYSTEM'S ATTACHMENT CLIP PLAN - CEILING SYSTEM ANGLE MOLDING (2) #8 SCREWS PER SIDE _ LMAx= 21'-0" as f. - SUSPENDED CEILING - SEE REFLECTED CEILING PLAN ! • • (2) 350 S162-33 MRDM DES;GN GROUP, u w, P.C., 2007. A RIGHTS RESERVED 'i• THESE DRAWINGS ARE THE PROPERTY OF S[CTION — — MKDM DESIGN OR", P.C., AND ARE r' --L 16 gage X1"X1"x2" — — NOT TO K uSOOI TD OR REPRXXD )N ANY ALL SIDES 4 TOTAL OF MILDREN OE51CM GR«AlP', P. E ( ) H cFI'r MATH THE PR'ILIN 'WITTEN WITH (1) #88 SCREW IN EACH LEG Date: 13 February 200 - --- - MAIN RUNNER Drawn I,x Checked b _ — --- INDUSTRY STANDARD POP RIVET BKS WE OR CEILING SYSTEM ATTACHMENT CLIP IN FIXED POSITION Job Numbcr: 10700 • 'H D EDGrt 7 4' Double Stud to Main Runner aNSection at __9d IleA2 IT 007 A2 -�--��� t oneit." rr'It I.1 1 i+ s y I;a 1, a) { t '� ', tl 1 I !!1e I i ,!, t f! I N !t +iJl•,, l , u, { l :Ii` 1 'I''' i , 1 r I n" _ 1 i .� p I 1 �,II , . .I !It I I I I I 11 I i I I , 1 t I I ! IQ i ! i ! I illi 1 10 10 � all D9,t ,1114 IED , a I r �. flm , r 4 o,. �v ° • w f r. 1 p 7 { ��'Y#li'."t3%i., n'� ld�' ...'. I ... Sy °4�,t�' �'S'�,:�,NR•^ �.`I�.r ��i('t!r r 1� h4-•�p 1 t,. .��,t; �t 5,�. Yf �, ',i,�Il�.;f/,.!!'"�ir�l'_u t-..rw' ?'�°c war 1 ,� rd{' • .: WORM ,�L r ,�y�..r' �.I{' �P4' 'T" pla e �u. ;"t '•�� � +:i ,.. ,... .- _. ... ,.. .... 6 ;n., � ':,vt`�"y�i". I i�`- n •a ?;: .d{ f � L:.t r.�,k,. 4.:'� .!' �i _ • 1 r { • j. ty{ r� 1 , r f l ,q. �„. .:id...•� -r,..,r �.'�. f '516 .,,,yy+'.+ C � ..r v:. 77� �. .. .,- r.. .. ..n •i?� .- ;M. L _f ; ,I• fr I r - •o x I- F{.. •r is 6 ,L. C � t •+A 1 4 Y T t - , `5--,.:-. ,.,.,�fr�e, ..�; _e ., 1. .;,.�'f..:..,,_i r.•Y6..,.r �, ,.;...'; ., _5 r .- r ��� .'i '? t �N ...,,, .. 1 71 a� AO � w U 00 DA TA ROOM .� nq o rir 104 B 4B XXX a U i IIII 505 SF/100: 6 B: 1 EXIT 10'- 4A„ :r 06) 102 U_ L CONFERENC -- — = 105 v +� -� B �� � � � I STORAGE OFFICEL126co '12ff- a N 103 _ -�- - c� B4B XXX B. 1 E)a-= 132 SI /100: 2 - B: 1 EXI r h� > - ---- (10,5 ..� EXISTING TOILET RM. 107 GENERAL OFFICE "IMI _ .r:�:; �E I . _ . ,. ' Xxxxx i 102 I I F348XXX I I III I I { 571 SF/1IJ0: 6 1I ( COFFEE II II 8: 1 EXIT II III I � 101 :1 � U . . 7' ,1 r u SHEET NO. r r 'JF_..,a".' 1a�7:►�,cS^!f&A'rYfMVA'm'�::9�r!'6�t.1 YP dF�;Y`� L�p:,';'! �'!`'',�;i�. Militf 1hYlr,11 4 f 1 rl millmilligalf1 1 t ! !b 11 r 1 li IIIA 1.7 � t lilt �s x� a4 x� 30 jj�oil '1► All §L _ .. . .- .. t•- � I : _. , - •Y flF ;f t I Y 1 I t` h �+ N 00 1 00 Obi � 1 � M O O V1 c� r� MN U is 00 M � M00 C4 C-4 _ N p ' r V1 3 a a ® LLN 250 CFM 250 CFM 250 CFM 8.10 8.. 8"0 M j V 25® 250 CFM [� 8"0 ® 8"0 � G X� 106 3 102 U -- AC-1 c a a 3 0 v N M 103 105 I •q 1, 1\/ CIS / y O U 1 r. - mWillillilliff w H � of SHEET NO. t pow--- -- } t 11 Ib 1� 14 ' f I � f I � f i I' li IC f t! If II IIII I II I , L,i � ff ,« f if1� e M 1 1 1 1• Ys a ' d4 ITT Crt� I I 1 1 25X