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11740 SW 68TH PARKWAY STE 250-1 x;. d w �,y i MILDREN DESIGN GROUP P.C. forC5 0 ommons O (ul i oa O6� rOrago,dd I col 0 u rD t �D 7I' PROJECT _OCATION OF fil _J f— .cam `�9L > �0 c i � Code Analysis � �R General NotesCode ON THE 2003 INTERS -;OVAL BUILDING CODE (I8C) WITH ?.004 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS � � OAK , S A VERIFY AND CONFIFtM ALL DIMENSIONS AND CONDITIONS. �I NOTIFY ARCHITT'CY OF ANY DISCREPANCIES PRIOR ?O START OCCUPANCY A3. S. M PER OSSC SECTION 3406.1 +OF WORK. S. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1 >' CONSTRUCTION TYPE 111-8 S / _� A, V r�`o \ � 5 C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF �/ � NOT LESS TF#AN 2—A:108 FOR EACH 3.000 SOALLOWABLE AREA FORA 'A3', 9.5010 SQUARE FEET FT. OF FLOOR er VA` AREA S'T s• TRAVEL FROM ANY PORTION OF BUILDING NOT TO ? i TWO STORY BUILDING $uit I � � f;c •'� � _ ----- - -- EXCEED 75'. M•^ / 0. 1OOX SPRINKLERING TO BE MAINTAINED THROUGHOUT IN i {� P AREA INCREASE FOR FRONTAGE AND ao=At+ Atft '00?+ Ates 100 L��' ►� ST ; c r£ ACCORDANCE WITH N.F.P.A. AMPHLET /13 (BY SEPARATE [ / [ / ) rpt KR�hTAjh q �— ✓ �' O I'e(2OI1 ACCORDANCE SPRINKLERS FOR eUlLDING At=a�,500sf, iS=:j0 Sprinkled two Story, 1f=10O[(F/P)-0.25j(W/30). F= 606.83 3 d _`;� >` E. PROVIDE SIGN A7 MAIN EXIT DOOR PER IBC 1008.1.8.3. 2 2 linea feet. P= 606.83 lineal feet, w=30, #f=100[(606.83/606.83)-0.250(30/30) ; gi< - m, \ - �- ♦�'% STATING -THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING = 75, Ao=9500+[9500x75/1000+[9500x200/1001 ' T - AT �c4 S+ \ A3-9500+7725-o-19000-35,6257 '' �----' Medical IS OCCUPIED'. �� z y 40 D a� ' °'' A SSOc 1 a t I, ?Il AP AT WARMINSULATION. �'` � F. PROVIDE VAPOR BARER SIDE OF -- G. SUSPENDED CEILING TO CONFORM TO ATTACHED CODE GUIDE TOTAL ALLOWABLE HCIGHT 2 STORIES �•+ S `�� S,,r_- IBC/25/, 2 PAMPHLET REVISED FEBRUARY 1, 2006. ey `'Rre r — i H. PROVIDE ADA SIGNAGE AT TOILET ROOMS AND ADA COMPLIANT TOTAL BUILDING AREA 17,129 SQUARE FEET FIRST FLOORS DUr� i > 1 �o EXIT SIGNAGE. 16.445 SQUARE FEET SECOND FLOOR I33,574 SQUARE FEET TOTAL I. FINISHED WALLS TO RECEIVE (,1) COAT PRIMER, (2), COATS ACRYLIC LATEX. J. PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPANT AT OFFICE AREA. NON-SEPARATED USE BETWEEN K. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER A3, 8 & M OCCUPANCIES: PER OSSC SECTION 302.3.1 AND TENANT. Vicinity �'� Ya� L. PROVIDE SOUND ATTENUATION BATTS, 3.5- AT ALL INTERIOR FIRE PROTECTION: BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE Not 1c Sca e WALLS. DETECTION THROUGHOUT IN ACCORDANCE MTH OSSC 903.3.1.1 M. ARMSTRONG 'PRELUDE XL15/16- EXPOSED TEE SYSTEM- 2XAl — --- CEILING GRID IS TO BE INSTALLED AS PART OF THE SHELL A3 OCCUPANCY: (FIRST FLOOR) EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 250'-0' PER OSSC SECTION 10'5.3 for CONTRACT IN ALL TENANT IMPROVEMENT (T.1.) ARfiAS. T.I. CONTRACTORS SHALL MAKE ALL NECESSARY MODIFICATIONS TO OH 1r�� THE CEILING GRID INCLUDING MODIFICATIONS FOR NEW WALLS 8 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 1 `J00'-O' PER OSSC SECTION 1013.3 j THAT PENETARTE THE CEILING AND SEISMIC SEPARATION JOINTS, EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0' PER CSSC SECTION 1015.3 AS INDICATED ON THE T.J. DRAWINGS. Deferred Submittals N. 30,000 SF OF RULL, UNOPENED CARTONS OF ARMSTRONG M OCCUPANCY: (FIRST FLOOD, COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT E).,:EED 75'- 0' PER OSSC SECTION 1013.3 -CORTEGA /2767 SECOND LOOK II, WHITE` 2x4 ACOUSTICALMECo-AN CAL =IRE ALARM CEILING TILE WILL BE PROVIDED AS PART OF THE $HELL CONTRACT. EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 250•-0' PER OSSC SECTION '+G15.3 ELECTRICAL ^ ;.,,w VOLTAGE SPRINKLER o_ v9IN`G # T.i. CONTRACTORS SHALL INSTALL ALL CEILING TILE'S AND SUPPLY 740 S%%* 6ith Pk�.k%-S.:ite 47-. ANDY ADDITIONAL CEILING TILES THAT MAY BE REOUIRED TO COMPLETE Portland Oregon 9.223 THE PROJECT. BUILDING EIRE RESISTIVE REQUIREMENTS (TABLE Ul}} 0. WOOD PANELING AND MILLWORK IS TO BE -ARCHITECTURAL GRADE CHERRY. P. DOORS TO BE -CHERRY. PLAIN SLICED-. iNTERIOR NON-SEARING WALLS NON-RATED 0. FIRST FLOOR TOILET ROOM CEILINGS ARE TO BE INSTALLED AS PART OF STRUCTURAL FRAME NON-RATED THE SHELL CONTRACT, WHICH INCLUDES ARMSTRONG 'XL 9/16' EXPOSED ROOF NON-RATED N TEE SYSTEM' CEILING GRID AND 'CIRRUS J 89 BEVELED TEGULAR, WHITE' SHAFTS (707.2.7.1) NON-RATED I 2x2 CEILING TILES. T.I. IMPROVEMENT CONTRACTORS SHALL SUPPLY AND INSTALL CEILING GRID AND TILES TO MATCH AT TME ENLARGED TOILET FLOORS NON-RATED _ ROOM AREA AT THE WEST END OF THE TOILET ROOMS AND IN THE MEN STAIRS (1019.1.9) NON-RATED "��� T � SHOWER 1.55 AND WOMEN SHOWER I.M. ELEVATOR EQUIPMENT ROOM (3006.4) NON-RATED C_ n� eI- sheet R. THE SHELL CONTRACT INCLUDES METAL FURRING, INSULAF,ON AND GYPSUM MAIN ELECTRICAL ROOM 1 HOUR RATED BOARD AT ALL EXTERIOR TILT-UP WALLS IN THE T.I. AREAS, WITH THE DEFERRED EXCEPTION OF THE BOTTOM 4'-0'. T.I. CONTRACTORS SHALL PROVIDE THE rim smnuw BOTTOM 4'-0' OF THE GYPSUM BOARD INCLUD14G TRIMS AT WINDOWS AND Fire AWw PAINTING OF ALL EXTERIOR WALLS.S. THE CARPET SELECTION FOR THE FIRST AND SECOND FLOOR TOILET ROOM ►if ENTRIES INDICATED IN THE SHELL DOCUMENTS HAS BEEN RESELECTED FOR Trm EnSSa" THE T.I.'S. ��� OFFICE: COPS' Room Symbol Legend Sheet Index CM OF TIG ARD ROOM NAME 4. COVER SHEET At,ssmed.;jW I I_ ROOM NUMBER A2 FLOOR PLAN Ccndi1Km'1,v 1ct+rvoed• A2A FINISH PLAN SeuLetterW- 'IOW A3 REFLECET CEILING PLAN T*ber ....[ J XXX/100.2 ----ROOM AREA/LOAD FACTOR/NUMBER OF A4 DETAILS G -► • - rk Y Re�#�rons B:2 EM TS OCCUPANTS Avg� =� G OCCUPANCY GROUP PER TABLE 3-A/!�IUMBER AS DETAILS e` Br fir,; Dere' ^ 1. 24 September >Y,'6 EXITS PROVIDED li • - General Rei eslon 2. 6 October 20% 0-T-C Addendum "I &A"w"T)" Plumbin Requirements Ot , PER tAi3�E 29--A RaNdCorrWO r Y k _ SECOND FLOOF� RE':1:REMEN" ,.r > ` 1wr _ B OCCUPANCY 1.200, 14546 SF = 73 OCC a 37 MALE, 37 FEMALE r - 3 WC PER SEX AND 2 LAV PER SEX Y VIDWk ccra was PC, 2W9 A.: REOVIRED EXISTING NEW TOTAL "�M 00RAMOM AM ''f °"'.VP" OF VL.10x xzw aas. O C. LAVATORIES 2 FEMALE 2 FEMALE 0 2 FEMALE WO' '0 K .'sem a W_WXVV= r rrr wo Am 1 �r Tse P11" URMID1 2 MALE 2 MALE 0 2 MALE r 7ra��, s aioc t � = WATER CLOSETS 3 M MLAE�E 2 MALE�E 0 2 MALELL Date 10 October 2(Kk URINALS 0 1 1 ' Drav,n b>: Checked b%: 1 SINKS 0 0 4 4 BKS,CLT µEM Occupancy Mix FOUNTAINS 1 2 0 2 _ Job Number: 106090 - -..�---._ Not to Scale Sheet � E� Permit Submittal - October 2006 A 1 6 ,. ? :',..... 1+-- : .i1}d4+ ,±#7f#9,7?#.°er, +!:!sfr- i sa+•7*t#t fe•zre•rt, LlEQ�JTY STi !Cwm.+c» 2 N. ,` 19 ��' ,tx! �9 2.7 21 22 23 24 25 25 2' 28 30X s 1 _ , ' V Keynotes 1. TEMPERED 3'x8' RELITF TYPICAL 2. CASEWORK - SEE DETAIL 1/A5, 2/A5 AND 3/A5 3. FLOOR POWER/VOICE/DATA - VERIFY LOCATIONS WITH TENANT MILDREN DESIGN GROUP, P.C. 4. SEPARATE HVAC AT SERVER R, .)M 2.59; VERIFY LOAD WITH 1 Z 3 4 5 d 7 d � � TENANT 1 .1ftCIitTCClI hl MACE PLA`NINC: 5. PLASTIC LAMINATE CASEWORK - SEE DETAIL 5/A5 76ot1 , Oregon nd, Surto 12U 6. PROVIDE ALLOWANCE OF $10,000 FOR BUILT-IN RECEPTION DESK I Igard,Voice: 303- 0i 223-2(i�32 I 7. 4'x8' GYPSUM BOARD OPENING 503-244-0552 8. RELOCATE TENANT'S WHITE BOARD CABINET; VERIFY IF BACKING Fav 503-244-0417 I I I I I I I I I REQUIRED; FOIC s I I I A4 I 5 I I I I TYP. A4 1YP. • WAIL ✓ ` rHRU CEILINGOA - 1 --- - - - - - _.. --- It FFI CE F !' FF QFFI X26 2.63 2. 4 ► IQQ�2.65 2.6561 ► 26,16 2.70 2.71 Bio o to �dS9To I ao I o o 17/100:1 12 /100:1 114/100:1 XXX/100:1 120/100:1 0:1 1201100-1 109/1-00: 1 : 1 EXIT 8: 1 EXIT B:1 EXIT B:1 EXIT 8:1 EXIT IT 2'6 :1 EXIT B: 1 EXi7 a, -- I Electrical Symbols --- - S s 1 2=60 - - I 305 Z�"'� I 350/100:4 2.63 2.64 h 2.65 2.66 2.670 60 3'-0" 2.70 2.71 , ° I I I I I I I I B:1 EXIT 1 5 4 1 1 a O 2.51 1.55 7 4'_p" 10'-0" i 5BB10 d FOURPLEX 120 VOLT OUTLET • { E I I �� - - - -- 23s - -1- 2.52 in 379 100:4 DUPLEX 120 VOLT OUTLET _ - B:1 EXIT 9 }� �? a I L__- F_ -- - Py 6 OF L _- tw-6 coMMo>N - ID DUPLEX 120 V01_T OUTLET ON DEDICATED CIRCUIT - 7ATN of 1RA1Q 2.61A ( 2.53 4 . M -- -p/, 8'- 1t" 8'-tt" 8'-11" ,I p ERVER FF FFI FFI^ -- �6�jf�? T - '� I I - - --- ---- ar -- - ---�--- - - -1 - - ---- ,L .,� �220D DUPLEX 220 VOLT OUTLET ON DEDICATED CIRCUIT AR R "� 59 r 2.58 257 4.56 I I (� - T 4 " 2.52 0 1 1 1 1 I 2.61 ! �- 4 a e1 iO � 1313:., 0 10 B so � ! I I I I INC109/100:) 109/100: ' 110/100:1 .4 1 4 " 122/100: 1 L - - J I I O N VOICE/DATA OUTLET WITH PULL STRING TO ABOVE CEILING 0 AS ;J`81/15:39(� ° 6: 11 EXIT u' B:i EXIT z.6o B:1 EXIT 8:? EXIT B:1 EXIT 1 0 4 N p VO1,E/DATA OUTLET WITH PULL STRING TO ABOVE CEILING T A I N '-�J I I ON DEDICATED CIRCUIT � I 41 i. 2.50 I FF - ocw _j i �'0 '_ I 2.54 FLOOR MOUNTED DUPLEX 120 VOLT OUTLET AND 6'-7 " < _ 1 r T; \X/ I I 0 3 " .l / a VOICE/DATA OUTLET �j o 9 4y2* 9' 6Y1" I I I 1 305/100: I rn 2.618 a I I I / \ J 1 B:1 EXIT rt I // .� P3A 1 orf "i-111A I - FIRE EXTINGUISHER - MULTI-PURPOSE DRY CHEMICAL 5 LB -IL _J,I 1� I L_- -- I - - I I CAPACITY, UL RATING 2A-10BC BY LARSEN'S MANFACTURING 1` - -- - - - - - - COMPANY SEMI-RECESSED CABINET 2409-6R WITH VERTICAL - - ---- 2.34 � ! I Q O 3 3 --- ._ _ _ __ 2se'-a• -�J 3 a z E i DUO. PAINT CABINET 7G MATCH ADJACE^j T WALL SURFA E - TI t?UT AJCEa'S Tp YEl - ` L- A4 �-� O O - AA I F` I A4 SIM. I Al I 1 0 0 �\ I SIM. - I i I 0•.�ner: I ► I I I Oregon Medical r I � Association I Door Styles I I I Tempered Relite- I Project: I ; ► I I I ' 'I for - - OHCA ickplate where scheduled 11740 SIA68th PkN%y-Suite 250 A B Portland. Oregon 97223 Sheet l-1tle: Second Floor Second Floor Plan Plan i N1 4,574 SF - - 0 2 4 8 1Fi 68 OCCUFANTS Door Schedule Door Hardware MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS 2�pq R BLTTS STANLEY FBB 170 4J�x4J¢ WIDTH HEIGHT THICK. MAT'L FINISH- MAT'L FINISH TYPE GROUP 2.52 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2 1 LOCKSET SCHLAGE SPARTA ND50PD 2.54 3'-0" 8'-O" 1-3/4" MTL FF SC ST 8 1 _ 1 CLOSER LCN 4110 2.56 3'-0" 8'-0" 1-314 _MTL FF_ SC ST_ A 2 1 GASKETING REESE S88 Wall Legend _ - 2..57 3'•-0" 8'-0" 1-3/4 ��TL FF SC ST A 2 1 STOP IVES 407} 2.58 3'-0" 8'--0" 1-3 4 MTL FF SC ST A 2 ELECTRIC ST"IKE BY SECURITY VENDOR EXISTING NON-RATED WALL 2.59 3'-0" 8'-0" 1-3/4" ►4TL FF SC ST A 5- 2.60 3'-0" 8'-0" 1-314" MTL FF SC ST A 3 GROUP 2 2.61A 3'-0" 8'-0" 1-3/4 MTL FF SC STB 4 _ 2 PAIR BUTTS STANLEY FBB 170 4hx4h NEW WALL THRU CEILING PER DETAIL 4/A4 2.61B 3'-0" 8'-0" 1-3/a" MTL FF SC �ST B 1 _ 1 LOCKSET SCHLAGE SPARTA ND50PD z 2.62 3'-0" 8'-o" 1-3/4" MTL FF SC - ST 8 _ 2_ 1 STOP IVES 407} Revisions: NEW WALL TO BOTTOM OF CEILING (TYPICAL UNLESS NOTED 2,63 3'-0" 8'-0" 1-3/4' MTL FF SC ST A 2 OTHERWISE) 2.64 3'-0" 8'-0" 1-3 4" MTL FF SCST A 2 GROL'� 1. 29 September 2006 2.65 3'-0" 8'-0" 1-3 4 MTL FF SC ST_ A 2 2 PAIR BUTTS STANLEY FBB 170 4hx4X General Recision ALL INTERIOR WALLS P3C UNLESS NOTED OTHERWISE - SEE SHEET A7 2.66 3'--0" 8'-0" 1-3/4 MTL FF- SC S r A 2 1 LATCHSET :CHLAGE SPARTA ND10S 2. 6 October 2006 *ALL STUD WALLS TO BE 20 GA. UNLESS N9TFC OR SPECIFIED OTHERWISE 1-3 4' MTL FF SC ST A 2 STOP I TES 407�j addendum •I 2.67 3'-0" 8'-0" -- __-- --- 2.68 3'-0" 8'-0" 1-314 MTL FF SIC A 2 2.69A 3'-0" 8'-0" 1-3 4 MTL FF SIC �i A _ 2 GROUP 4 2.698 3'-0" 8'-r3" 1-3 4 MTL FF SC ST 8 3 _ _ 2 PAIR BUTTS STANLEY FBB 170 4}�jx4 2.70 3'-0" 8'-0" 1-314 MTL FF Sc ST A 2 -- 1 LATCHSET SCHLAGE SPARTA ND10S 2.71 3'-0" 8'-0" 1-3/4w MTL FF SC ST A 2 - 1 GASKETING REESE S88 , s 1 STOP IVES 407}$ LEGEND RE&jARK5 FF FACTORY FINISH 1. GROUPS MTL METAL 2 PAIR BUTTS STANLEY FBB 170 4hx4hj SC SOLID CORE 1 LOCKSET SCHLAGE SPARTA ND8OPD - MILDRE'. ,'N GROUP P C. 1006, A.11 ST STAIN 1 STOP IVES 407j¢ RIGHTS RE5ERVED © _- THESE DRAWINGS ARE THE PROPERTY OF MIU)REN DESIGN CROUP, P.C. AND ARE NOT TO BE USED OR REPRODUCED IN ANY PERMISSION OF M,UJREN DEIGN GROUP, P C. MANNER, EXCEPT WITH TP..1 PRIOR WRITTEN Date: 10 October 2006 Drawn by: Checked by: r BK WEM Job Number: 106090 Sheet of C, Permit Submittal - October 20061 A2 6 Cm 11 It 1114 'III Ijli'IIII ;Will;II111�111111a1111111111111111�1 11i,' ti II 11;1111 Vii' I'll ilf 1, II Ili iii Il ill I'llli II!I III' UII IIII 1111 Illi Illi IIII 1111 I II IIII IIII 1111!11"' Ill t 11 1 IIII 11!111.11 Illf (!If IIII I IiI'!!!I'i,! "II Itll' LEL3MULrTY STRIP it 31 ♦♦tt j0 Ol X11 I I I I �" I � I IDwM.108 10 I I t2 13 ,4 l le 17 Id 10 21 29 23 24 r5 2e 2 2F 29 30 3 - ';l F c i ,.f Keynotes C� 1. 18" CARPET BORDER — CPT3 2. 12"x12" GRANITE TILE 3. SCHLEUTER, RENO TRIM, #AU100 MILDREN DESICN GROUP, P.C. Z 94 S a 7 8 0 10 �2 4. CHERRY CHAIR RAIL AT HALLWAY SIDE OF WALL — SEE DETAIL 5/A4 - %KCItlTElll�KE. I+I'AlE 4�:�1•��. 1 ,6ti� S.N . Bc%eland, Sure i:. I lgard. Oregon 97223-x,5:+ Voice. 503-244-055? F. ''-3-244-�)4I7 I Finish Schedule l I I I I I I I —� ROOM NAME Floor Finish - - -a- A4BB9 A. EXPOSED CONCRETE SLAB } -- _ � �� B. CPT1 _ — —_ — - -- --- — - - — - -- C. SHEET VM YL � D. VINYL COMPOSITION TILE E. CPT2 OFFICE UO Y C F, GRANITE TILE -- 2.63 2.64 2.65 2.66 0 I 2.67 0 2.68 I 2.70 1Twr0 2.71 MM II I ( G. ESDI 0H. CPT3 -- Base � I 5 2.62 0 i -wilwill_ I - r _ - I A. 4" RUBBER BASE I 0. NG BASE 305 R 11 I I I ,AL E I HA WAY ! I I 2.51 1 l 5. 4" SLATE BASE 0 �r • r 55' ` ' RR10 Well Finish 9 . N A. EXPOSED CONCRETE OF �I __ ^- a I—— 2.53/COPa 3 -----� - B. GYPSUM BOARD AND PAINT T r _ I I r 0 ESS STEEL B — — -- — — R:9OF R FFI FF F'--CZ1 — — T C. 4 PLASTIC WAINSCOT WITH S 4I'JL I TRIM AT EDGES, W.R. GYPSUM 6)ARD AND PAINT BOARQ 2 61 258 2.57 L2-56J — I 2'J? O I I l ABOVE. TYPICAL AT ELEVATED w:ALLS ONLY. 846810 0 B4BB10 I I I I I X. EXISTING TO REMfifN B' i L-- -� N Ceding Finish0. ' 1'-6" 1 I 1'-6" T K OPEN OFF.`;" I 4 Y � I I A. EXPOSED ROOF STRUCTURE 2.60 0 �— L 5a �- I I —�+ ;�+ B. SUSPENDED ACOUSTICAL — TEE BAR C. GYPSUM BOARD AND PAINT IY EXISTING TO PEMAIN — L Ceiling height _ — I c. 4 4 12 12'—0" �J X. EXISTING TO REMAIN O%�ner. Y Oregon rI I I l Medical c Association �-- - - - - r--- - r — - — - - r-- - -- r- - - ---t-- I . Finishes CARPET I I I l I I I I I I ! CPT' DESIGNWEA'✓E S7ANDCUT "WHEAT GRAASS" #00626 CP72 — DCSIGNWEAVE PLATFORM "JEWEL" #G0326 CPT3 — SHAW UTOPIA "MUSCADINE #43979 GRANITE TILE Pr., — ST — INTREPID 'ABSOLUTE BLACK" #24:0' (?OLIS,7ED) GROUT TI for INTREPID "STARRY N1;3HT" #953 OHCA 6---1 L - - - VCT VCT1 - MANNINGTON ESSENTIALS "WHEAT" #123 ESD CONTROL TILE (FED) ESDI — FORBO COLOREX VINYL TILE "KALAm*ARI" S�#150214 11740 SN' 65th Pk%% -Suit- �. BASE Portland. Oregon 97223 4" STRAIGHT BASE — FLEXCO "BLACK DAHLIA" #01 4" X 12" SLATE BASE. MATCH FLOOR, ALIGN WITH FLOOR JOINTS PLASTIC LAMINATE PL1 — NEVAMAR "SriALE GREEN MATRIX" #MR5004T (COUNTERTOP) PL2 — WILSONART "NATRUAL TIGRIS" #4669-60 (FACE) PA sheet Title: --��— P1 — TO BE DETERMINED P2 — TO BE DETERMINED Second Floor \ I Second Floor Finish Plan P3 — TO BE DETERMINED Finish Plan 1 0 2 K1 � a 8 16 Re%inions 1. 29 September 2006 General Re%•ision s„ 2. 6 October 2006 Addendum *I Mw" DE51fN GROUP. P.C.. 2006. ALL RIGHTS RESEFnED THESE ORAWOM ARE THE PROPOtTY OF mLDREM DE" GROUP, P.C.. AND ARE NOT TO K USED OF REPRODUCED IN ANY i MANNER, EXCEPT VATM TME PRIOR ONITTDI PERMISSION OF MU)" DEMON GROUP. P.C. Date: 10 October 2006 1 Drawn by: Checked bN-: BK N'EM Job Number: 106090 Sheet .3 C .Q I Permit Submittal - October 2006 A2. 1 6 . w-... .:... I� : �.��� , nm It IYurinnllu n1IlI1 :Iuyl+n utllnn nnlnu uultn � �.m 1- �. ; I , .i � ....-.I��Illlll Ii LEO�fTY STRIP C+ri.,w I 3 6 7 d 9 !0 , 1 12 t3 14 le 17 9 i0 e19 2�1 Itis: XJ 2 t 2�K 2�R 27 20 29 3 30X Owi • AlAILWIM11Oil,W1114111"'110 Aj t ` il i .N Keynotes I. 2'-C" X 4'-0" ARMSTRONG SECOND LOOK SUSPENDED ACOUSTIC- TILE CEILING AT 10'-0" A.F.F. - SEE DETAIL 1/A3 2• R-13 BATT INSULATION ON STICK PINS FROM SUSPENDED MILDREN DESIGN GhOL111, P.C, CEILING TO BOTTOM OF ROOF STRUCTURE: 'TYPICAL NRCH1TECiUKE " srnCE IllAV.I'v, 2 \" ' 4 a • 8 3. SEISMIC SEPARATION JOINT - SEE DETAIL 6/A3 7650 S.W. Be\eland. Sura i 4. TYPE E, TYPE F AND TYPE H FIXTURES ON SEPARATE RHEOSTA Tigard. Oregon 97223-^I ,t_ 1N BOARD ROOM 2.61 Voice. 503-244-0352 Far: 303-244-0417 I I I I I I I I I I L I ! I 4 I I DA -- - — — -- — — — — — -- — — — — --�_ — FLOOR OR ROOF STRUCTURE -J I —i— I TIE ENDS OF I I I I -- - - - - RS TO { -_- - - PREVENT SPREADINGt� �j 1 - ADDITIONAL HAMPERS AT ALL CFO,OI _/�"t! - -- MEMBERS WITHIN 8" OF - L - - A3 PERIMETER t I VERTICAL BRACING AT 12'-0" C3C"�', E 051 1 _ --_ _ _i_ _ _ 3 - - - , I l 0/C EACH WAY - SEE TABLE I ` ® i I PROVIDE COUNTER SLOPE HANGERS 1F HANGER IS MORE ' OF 1 THAN 1:6 OUT OF PLUMB — SECURE ALL HANGERS TO _ _ I BUILDING STRUCTURE. TRAPEZE J+ V— — DUCT WORK AND OTHER LAPGr ' OBSTRUCTIONS PER SMACNA\--MAINTAIN ao ' I - - - - t-- 6 ULi 8 I 1 l \\ 3 \ GRID AND ALL E)U1PM BETWEEN H H' H N H ...N- - Doo .I r MAIN RUNNERS <T 4' O/C -11 A4 WIRE AT 4 4U 0/C OR IW WITH 1y10 WIRE A- A3 5' ON CENTER EACH WAY - _ -i4_�J_ +4�H _ �_ — LATERAL BRACING A` 12' 0/C EACH WAY. MAIN RUNNER T O STRUCTURE 6cG!N' BRACING MEMBER LMAX CONFORM TO CDE GUIDE WITHIN F PERIMETER AND SUSPENDED CEILING TO I'm 5S 7'-4o IBC/25/y2 PAMPHLET2 M CROSS MEMBER S 13c REVISED FEBRUARY 1, 2006 2m 5S '_8" NOTE: 350 S125-33 1 I I I I I I I ( 350 S162-33 10'-0" E I CAN ONLAIN Y O BE CONNECTED (2) 350 S162-33 13'-4" I TO WALL ANGLES AT O«ner: 2 350 S162-33121'-O-_ E7 7WC (2) A,0 iACENT WALLS , 'egO 01Il Sus ended Ceiling Section N.T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE I I I I A3 2a-r2 AND HAVE A 100# RATED CAPABILITY. Medical I Association (2) 350-5 152-33 I I I 1 I I I I I I + � PLAN FASTEN TO -- - 1 7-BAR RUNNER Project 1 1 I --- TI f o r OHCA NOTE: #8 SCREWS AT 12 /C 1E SCREWSxAT TOP 0 .E SECTION (2) #8 SCREWS , Portland, Oregonlite 250 97223 Second Floor Reflected Ceiling Plan r � MAIN RUNNER 4 8 16 Sheet Title: 2 Double_Studto Main Runner - Second Floor A3 2a,'' Ref lected Ceiling Plan Electrical S mb(:ls =--� -- _. SUSPENDED CEILING - SEE - J" CLR REFLECTED CEILING PLAN LITOHONIA 2RT5 28T5 GE895S, VOLUMETRIC RECESSED 350 7 125-33 LIGHTING FIXTURE, TWO .28-WATT T-5 LINEAR FLUORESCENT, AT 7'-O" 0/C, AND I ) RATED 2730 LUMENS EAI,H AT 25C AMBIENT. AT TOP AND BOTTOM (EACH SIDE OF DOUBLE �TUD) LITHONIA 2RT5 1475, VOLUMETRIC RECESSED LIGHTING L ' FIXTURE, TWO '8--WATT T-5 LINEAR FLUORESCENT, RATED 1220 LUMENS EACH AT 25C AMBIENT. — L `— (2) 350 S 162-33 -- RUNNER FREE TO SLIDE ON ® EXIT LIGHT Revisions: CEILING SYSTEM'S ATTACHMENT CLIP I. 29 September 2006 PLAN I F LWR9-1-5AT5HC, 3"W X 3 1/2"H RECESSED WALL WASH WITH General Re�islon ROOF FRAMIN ---- -•-CEILING SYSTEM ANGLE MOLDING ASYMMETRIC-THROW, FP54/835/HO RATED ® 5000 LUMENS 2. 6 October 20 2x6 MINIMUM 06 - (2) 18 SCREWS PER SIDE - _ FkEE EOE — POP-RIVET �IS SIDE ONLY Addendum I WOOD I /15 x 2" SCREWS IN EACH :.EG �----, LL1-310902 FULL D1MM.NG, 2 3/4"W X 2 1/2"H RECTANGULAR �� _ 7816 - 6 F CIA MOLDING H ALUMINUM MOSTLY UPLIGHT W/WHIT, -- L 16 GAGE x c1"x3" - 21 -D" _ 8 �- F3278/SP35 RATED A' 2850 LUMENS A ---1 -- SUSPENDED CEILING - SEE (ALL SIDES) WITH - —� - --- 1 • • #8 SCREWS AT METAL STUDS REFLECTED CEILING PLAN -- -- � —0--o -_`3--�_ -o-o „_ LUMINAIR 2RT5 28T5 GEB95S, VOLUMETRIC RECESSED -- -s- (T- -� - - - - - - -- -- -- - - -- - j� • • (2) 350 .S16?-33 � r� a I� I LIGHTING FIXTURE, TWO 28-WATT T-5 LINEAR FLUORESCENT, \ �J RATED 2730 LUMENS LACH A7 25C AMBIENT ON BAT'ERY _ -- BACKUP � � �---------L 16 yoge x1"x1"x2" --- -- LUMINAIRE 2RT5 14T5, VOLUMETRIC RECESSED LIGHTING MILDREN DESIGN GROUP Pc 200e ALL ALL SIDES (4 TOTAL) CHANNEL MOLDING ® FIXTURE, TWO 28-WATT T-5 LINEAR FLUORESCENT, RATED RIGHTS RESERVED { \ WITH (1) 18 SCREW20- --' - -, — 1� LUMENS EACH a T 25C AMBIENT ON BATTERY BACKUP THESE DRAWINGS ARE „HE PaaPER,V OF IN EACH LEG YpDREN DESIGN GROUP, v r, AND ARE _�- LL1-310902 FULL DIMMING, 2 3/4"W X 2 1/2"H RECTANGULAR NOT TO K USED OR REPRODUCED IN ANY � - - - ------ INDUSTRY STANDARD POP RIVET HIT, MANNER, EXCEPT WITH THE PRIOR wRI-TEIN MAIN RUNNER H ALUMINUM MOSTLY UaLIGHT W/WF32T8/SP35 RATED A � �'fIM115510N a- Y11.DREN DESIGN CROUP. oc. 2850 LUMENS ON BATTERY BACKUP i } ? OR CEILING SYSTEM ATTACHMENT — 1 i CLIP M FIXED POSITIONr Date: ld October T3650-11/NW3000, 'I" ENCLOSED DOWNLIGHT WITH PINHOLE Drawn by: Checked hy: 1 t OPENING, 50WT MR16, 98012805.fES, 1100 LUMEN, 1.00 LF, 71 dj,IACHED EDGE V -HITS BK WEN1 �� r4'�Doubleection at E _ s Seismic Se aration Joint Job Number: 106090 3 Connection at Roof Frarpiin� Stud to Main Runner S eA3 3"-,'-oma— — �A3 - 3 =1 -o— A3 los — sheet \ 203 2o4-C-1 Permit Submittal -- October 2006 A3 6 4 .... 1�- ._^-aalw"+->^,�n•,rtn ,fir..._... .. _ -..._.. �w,t ....._--- w�,Ny"r�.r...-.�-_ _- _ _.-... _Y - - - _.- ,.,..w r........ Yom'..•,. - i:.. -.-rwn ..dh.r. Cf 1 I I + �' I11111INiltllllllllll�fi�lclt;IHllillfiifl{IH1111 IIIIt11INllllut III11!III If1111I1i111111'III�HI11!t!tl'n!ItI:IIH1: 1"1 I, 1!; 11 111111' I111111I 1111111!1 I Nlllln �y I 1 il�T 0�0 t 2 4 7 A 10 I 1 12 13 !� IO 1� !Il9 IA 20 21 2?_ 2J 24 213 218 21 28 29 3030x ' I. tit } !ar r� 4 ikU 1 fit NN. y: e :i It • , WHERE TOP OF WALL 70 STRUCTURE— 20 GA.. 3" NOMINAL METAL ST07 ABOVE IS LESS THAN 5'-9" PROVIDE BRACING TO STRUCTURE WITH ` R AT P + EACH BEND; PROVIDE DOUBLESHEET METAL S STUD � " GYPSUM BOARD (1) BRACE AT 8' 0" 0/C TO ONE - BRACE WHEN DISTANCE TO 'RESILIENT CHANNELS SIDE ONLY, STAGGER SIDES. WHERE -h• DISTANCE. 15 GREATER THAN 5'-9", STRUCTURE ABOVE IS GREATER MILDREN DESIGN CROUP, Nk, (A7 CORRIDOR SIDE) THAN 5'-G G BE PROVIDED PROVIDE BRACES EACH DIRECTION akctuT[ct['kl. 5rnce I'1.��:Itil -3" SOUND ATTENUATION BATT \\---FLOOR OR ROOF STRUCTURE ABOVE T AT 8'--0" O/C BRACIN �" 7650 SIX. Beieland, Suite 190 -� -3%" METAL STUDS AT 24" 0/C - GYPSUM BOARD 56 I �\ WHERE DISTANCE BETWEEN Tigard, Oregon 97223",01) 4- LINE OF WOOD BASE BELOW PERPENDICULAR INTERSECTING Volce: 503-244-0332 • 2 A• / W4LLS OR HORIZONTAL BRACING Fay: 303-244-0417 LAYER GYPSUM BOARD (OUTER LAYER) WOOD PANELING TYPICAL -- BETWEEN WALLS EXCEEDS 8'-0" - LAYER GYPSUM BOARD -}'RESILIENT CHANNELS AT 24" O.C. -8" SEE PLAN FOR CD4 PARTITION TYPES 4� \ (DO NOT EXTEND BRACING INTO (AT CORRIDOR SIDE) � r � REVEAL WITH BLACK - �=' + + / EXPOSED STRUCTURE AREAS) -6" METAL STUDS AT 24" O.C. COLUMN - SEE STRUCTURAL v APE AT GYP. BD. TYP. I �i. -3" SOUND ATTENUATION BATT a ~ __ < � - GIPSUM BOARD a n 5D d " GYPSUM BOARD � � � --SUSPENDED CEILING -3%" METAL STUDS AT 24" O/C 1 1 - �� -3" SOUND ATTENUATION BATT - 58 _- - GYPSUM BOARD A4 • ---fib" GYPSUM 80.4RD EACH SB ° WIDH TYPE S'E SECURE TSCREWS SAT Rpm i A4 I 1 FTE - LAYER GYPSUM BOARD (OUTER LAYER) S" - 7" 0/C =fig" LAYER GYPSUM BOARD774FL • ! � - • a h"RESILIENT CHANNELS AT 24" O.C. LINE OF WO D :� 1 -O�" J 7Jc 3" NOMINAL 25 GAUGE `vT ' (A1 CORRIDOR SIDE) BASE BEL W a ►- •- - —3%" METAL STUDS AT 24" O.C. ---BOTTOM TRACK 70 FINISH FLOOR 3' SOUND METAL STUDS AT 2' O/C 1 -3 METAL STUDS AT 24" O.C. WITH POWER DRIVEN ANCHOR O 48. O C ! ' — BOTTOM TRACK TO FINISH i - TTN ATI N BATT 5D — ATTENUATION BATT ~� 305 -3" SOUND A E U 0 SD FLOOR WITH POWDER DRIVEN' M 1 ANCHORS 4' 0/C. AL E I a•=j GYPSUM BOARD � 59 —WOOD PANELING --1-- �i( • �A4 �j" REVEAL WITH BLACK • TAPE AT GYP. BD. TOPICAL 6� _ '���'� A" RUBBER BASE. TYPICAL P3 Interior Partition WATT INSULATION OF COlut•nn at Hallway �'ypicalr2' Column at Hallway Corner_ __ 3 Wall to Structure _ A4 d-9250-5 ��_� d19a d-9250-, Non-�be .ri��Partit onWall- Thru_Ceilinq ,c2-r, " GYPSUM BOARD MULLION REVEAL WITH--� WOOD PANELING /, BLACK TAPE A7 -- GYP BD.=7Y _ _ / SEALANT TAPE WOOD HAIR RAIL ----ALUMINUM ALUMINUM BRAKE SHAPE TO MATCH EXISTING SYSTEM Oregon WGJ PANELING WOO PANELING—� GYPSUM BOARD Medical io io cO �i-- INTERIOR OFFICE WALL Association � N N ,x6 OOD SASE { A/� NOTE: [� N 1 F: C NO SECOND LAYER OF GYPSUM v NO BASE OR CHAIR BOARD ABOVE CHAIR RAIL RAIL AT SIMILAR AT SIMILAR CONDITION CONDITION �6 Wall at Mullion Project: 5 Wall Details � " _ TI for A4 d-92so—,o ----/ '"b TCA 11740 Sµ• 6eth Pkwy-Suite 2�1.-' Portland. Oregon 97223 Sheet Title: Details Rei islons: Generaal Re\i ion ptember 2(106 2 6 October 2006 to _- ! '' F .Addendum •I {I�.5 ,S wILDREN DESIGN GROUP, P�. 2006. ALL R1304TS RESERAT) THESE [NIAWIN(; ARF. THE PROPER-1 a MILDREN DESIGN CROUP, P.C., AND ARE i� NOT TO BE USED OR REPROOUCED IN ANY i t 4ANNER. ExCEPT WITH THE PRIOR MRITTEN PE.RWISSION O!'' MILDREN DESIGN GROUP, PC e Date 10 October 2006 Drawn by: Checked b~,: BK µ'EM Job Number: 106090 Sheet C .4, Permit Submittal - October 2006 A4 6 y -.........., ... _..__. __ ..—.._—.._..._._.._T.,,_—. _.. -+•.._-,-.,_..._ .•." ..... ..........., .. .......,_.+�x,_a�„rY+Y r.'w vW.. W'.NRYYNiu .".wnr..uYuRl� {IId�fM�•.9�MY�}� "129 ..., lM :.M..Y'K,M ., hAd#m.Na,MYMr1•a•.w,u� ... '1Cr"�._.._.__�....,,- ... r.•,.... .__ r,..�..,,•..�e-r.p.•�"_+..w+•- .. ,m-- ryH+ J:IIIIII!!;I!t ;i01 II!!'Ii11 11!11!14 I!II 101 1 1111 IIII f;ll lilt Illltl!!1 Illi IiiIIICi II!t I!II II:1 itl!!IIII 1111 I Itl11111 IIII 1111 IIH 11111111!IN II 11 11 1111 NII 11!1 TNI II11 HII 1111 Itt ! 111 it II II 1 1 11 It�l illi !, cm f 1 I l I f I I l ( I ! l t i n E i i I I t ► t I l l "12 � Y�T� O 1 r. 4 10 11 12 13 14 Its 17 18 10 20 21 22 23 24 2B 2B 27 28 29 30 pppt� IORRt.1 Co , } 30X ' 1 { w' w•1 r Y ,t 7'Flop, da . 4 L e z ► w JUSTABLE SHELVES /YPICAL PLUMB FOR AND VERIFY CLEARANREOUIRCE -------PLASTIC LAMINAE COUNTERTOP AND SPLASH TYPICAL - PLI COFFEE ENTS FOR TENANT SUPPLIED COFFEE MAKER BROOMSl ELF CLOSET r---MICROWAVE MICROWAVE VE BYTENANT LASTIC LAMINATE FACE TYPICAL - PL2 F1VERIY DIMENSIONS ME-NEN DESIC!, 2'-10 _. IL 9 6' DEEP SINK z w �••:' MAXML \ m 7 B a N N I — — o-FC.fln IN ID — — " l Z_ 305 — ,L ( DOORS ONLY A* ACCESSIBLE law 12'-811 '-0' OUNTER ONLY I 10-0'3 CUR. VERIFY WITH TENANT 12 -6• VERIFY W17M TENANT 2'_6• SINK; TE BASE N SHELF: OF (Q� j - MIN. CLR. •C VE INSULATE HOT AND WASTE \�L PfPING; CONTINUE FLOORING OPY MACHINE BY TENANT LNDERCOUNTER DISHWASHER AND BASE UNDER SINK VERIFY POWER REQUIREMENTS MINIMUM CLEAR SPACE WIDTH Casework at Work/Copy/Break Room 2.53 WITH TENANT ALLOWABLE IS 2'-6' A5 1 `• PLASTIC LAMINAE FACE - PL2 .,WSUM CASED OPENING i 1 tom_ LASTIC LAMINAE COUNTERTOP - PLI _.-•, �_- ' RADIUS AT ALL COUNTERTOP CORNERS •J - _ �-PLASTIC LAMINAE FACE - PL2 N - - - - - - - / R AY .:-_ _ 'WINLESS STEEL BAR S:'.' EAW DUTY ADJUSTABLE SHELVES 7YP. - ODR APPRC.c__ -_:.A_ Owner: I s - - - -- - ^HERR• WOW VENEER FACEMa TC.. Oregon H = REF. �— TENANT CON�'ERENC"e TABLE (ARCH 70 APPRO+E PRIOR TO FABRICATION) Medical NIC Association - \ -, i - - ADJUSTABLE SHEL'+ES •I I = __ _ =JAI •' •I =_ _ _ __ __= b =_ __ LLIASTIC S7ABLE SHELVES r_B•LAMINATE COUNTERTOP FACT/WEST t:r<VA710N o-o H! AND SPLASH - PLI NORTH ELEVATION SOUTH EI FYATION 2 Casework at Work/Copy/Break Room 2.53 3 Casework Island at Work/Cor�Y%Break Roorh 2.53 Bar Elevation - Board Room 2.61 PT°l A5 ,6•=r-D' �— 2•_'• A5 C6=A1 TI for A5 E6-Ie C6-2 PLASTIC LAMINATE COUNTERTOP AND OHCA SPLASH P. 1 PLASTIC LAMINATE COUNTERTOP AND SPLASH - PLI CON aFaT SHIM CABINET iI PENDAn Ex HANGERS t BOX AS REWIRES n Y� ' MOUNTS TO IN- - R P ' T F WALL BLOOONG LA INATEPLYWOOD WITH PLASTIC i 1740 d. beth Pkwl'$Ulte _J' LAMINAE ATTACH TO STUDS Poft laud. Qreg--�n 97229 WITH (2) 2Y.' TYPE S BUGLE • (TMP) 3/4- MDF PLASTIC LAMINAE q,. HEAD SCREWS. COUNTERSUNK. PLASTIC LAMINATE FACE - PL2 ADJ. HEAVY DUTY ADJUSTABLE SHELVES 2 -C' + SHELVING MELAMINE -- SET IN SEALANT BED • FINISH m I O •f + iP • Sheet Title 2 X A AT PERIMETER AND - �I 11J' FLAT BAR SUPPORT Details MELAMINE. INTERIOR • MELAMINE IN iERIDR ,P + j(' PLYWOOD WITH PLASTIC I LAMINAE AT COUNTER TOP 1,�• .� AND EDGE. ATTACH TO e SUPPORT W/ /10 x 2' ^ ® EE EN _ a = :� it � UNTE :T RSUNK 0/C , Y _ � COCOUNTEK I "-0- 5SE TO RFIN(Ff SCHEDULE H (2) 2 TYPE 5 BUGLE N 1' CLEAR OOR + HEAD SCREWS AT EACH J_p• STUD 5 Cabinet Elevation - Server 2.59 :C�Up emr Cabinet 7 Cabinet Base x• FLAT BSREWS AR WITH >2 . x A•. -0 y ="-O- - -- -- A5 ;Y'_,'-0• + AT J1 0/CC TO 2 x 4 d6-4 2'-t' d6-5 d5-C .-MAXIMUMPLYWOOD WITH PLASTIC FLOOR STRUCTURE Ret'Lslotu 1 HEIGHT TO LAMINAE. ATTACH TO STUDS TOP OF SINK WITH (2) 2)4' TYPE S BUGLE AND/OR HEAD SCREWS. COUNTERSUNK. NOTE: WHERE END of COUNTER BLOCKING CTS SND WALL, INSTALL BLOCKING AND i. 29 al Ree Lbef 2tx SECURE COUNTER SUPPORT TO BLOCKING AND/OR STUDS WITH (Z) 2J¢' TYPES General Re�L.wn OUNTCR SET IN SEALANT BED BUGLE HEAD SCREWS AT 12. O/C MAX. PROVIDE (6) SCREWS MINIMUM 2. 6October 2006 I Addendum 1 2'-0' NOE: HIGH DENSITY PARTICLE 8� Counter Section 904RD MAY BE SU8STITU1 ED A t90, FOR PLYWOOD UPON ARCHITECT'S REVIEW I I —� I I • PLYWOOD WITH PLASTIC I I LAMINAE AT COUNTER TOP 10 I I_) I ANO EDGE. ATTACH TO / SUPPORT W/ PHO x 2' ._ SCREWS AT 6' 0/C , COUNERSUNK A YIYI,S�rrwa M[! Y••HN M[ M•101Qn V n Dat pYIPOI�aP�• •IVI1m11QD M. I YMIQ. �I YI!M M •IIIA tAr.IM ., H N •f1M41dY A YIAd Ef9PI OqP.s.0 _•Y: INSULAPIPES c 1 Dram by: 10 Checked 2006 October E I BASE CABINET AT t.' NON-ACCESSIBLE PORTION BN WEM ONLY JL I'A Job Number 105090 FLOOR STRUCTURE Sheet � C/' TOE KICK 9`\"e9 Bar Counter Section Permit Submittal - October 2006 A5 6 LSOIBILfTV STM o p•Ie l 2 a A e 6 + e C to I I �a is la ^ ie n is 2C 21 2? 2V 2. Z3 ze z'1 ze ze al _! ' F �I Al ate