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Plans (4) B -u P2013 00023 SYMBOLsLEGENDCODE INFORMATION A Tenant Improvement for: DEFERRED PERMIT SUBMITTALS A EXANDER B. BA OG �� 00 The following permit submittals are required and will be submitted separ A,a Detail Reference See Sheet A002. . . 1. Meeh. HVAC * mECEIVED TIGARD OREGON Soutbwest * JAN 2 9 2013 IDD � 2. Plumbing � Building Section V1D OF ��������� 3. Electrical * �UIL®tNG DIVISIONuszness Corpo � * Contractor performing the work shall prepare andsubmit documents and plans for permit. . t � AO.Q) Wall Section Suite 220 - One Embassy Centre 9020 SW Wasbington Square Road Balogh Architecture Interior Elevations Tigard, Oregon 97223 A. Byron Balogh,AIA NCARB p Am m $ 2700 SE Harrison Street, Suite A c Milwaukie, Oregon 97222 (503) 654-8412 Fax: (503) 654-84.36 - Building Grid Line email:info@balogharch.com Datum Symbol SHEETINDEX Roots NAME V1CJNJTVMAp & L OCATION PLAN Consultant lMsa Room Name/Number A001 Project Information; General Notes r„ g�5m 2� }�3}{1{'71Yr�i�3EErS;I E c Ii rvYvLEEY E,° 3 E ECE YleY CY�;E EE E E��!EYY EEEEE E 3E3IfY3a�93 r11��3I��I EaiJ EE 1E 71,.31 EE EE t°o r 6 f x aYE7.3 rl7�r�d�ra �rE 11 A002 Fire & Life Safety Summary a E A200 Existing Conditions & Selective Demolition Plan fill Elevation . 91yrEEli E E r iE E E I��'�r E6FC�� e c€i E fEE l7a§s3 �9 j7�',E E E E - roe[E[ YiImprovement E11E�E3 ��,��+ ���iE`a' a7.i A201 Tenant Floor Plan E� E 3 3 3"111- JXY d B _ 331 E 3 4 E l,z.», EEREI t E E333E E E Est F{�.P g DOOR EE .YE ii s e Y r E E r ICEEEE '.1E�E33YCC 11=i U.a1a�f e EE E € ?r�Ei�j3i Ei: E I - 1 } NUMBER Door Symbol EE EEE �E IIExi�l E f [€ EIEE E E E ,13 � ,,, A301 Tenant Improvement Reflected Ceiling Plan a' r Ea EIE3 i Y E °EI E iia E �� ECY1iE E E I a f f E KE ECEE a�YCgCg y E l v �^ r E �� E E�EIIIFa E E E a E° ]E3 7l it IEE�LrC Y Et[IEP. A0Q EEa�E1Ef (EEE` iflf 11 ri i �E E EEEItEEYEYi�N� �,, E EEE��IfIE fE E E o1 Wall Types & Interior Details . . E �, E ;a YY ��e Y,E E `EE �h`�� � 1 Tenantlrnprovement/or: e � ARevision Symbol "EI �; SEE EE LYf3�sttjEE s+Ierf��_f aE3faEE E3EE CaCr�31E�arr ESaE EE,E 1 E �1 r�1tEEE EE(� EE ....u�u�E EE .YiflGiE,�N31i 3E eMit�a'w�`E3ExIe.lEEElEEE E3 EE E E`7a�3 a.�a a,�I-.I{3j�aYer�1�x"IEs E E sI�3E s,f ClEE{EEe E 3� E E E E',e�s tY o E 331a f1b3a3E a1 a E 1af�3E�3E aliE�3jE3SE adari�i O nV Embassy Centre ! 3 9EEEE E� k` Cf ( u west DISCIPLINE a r YE 4 aE Y Business Corp Sheet Order: GGeneral Project Info/Req'mts 1 'E ' wahi 3� al C Civil " FE tE�rE�€fEEa EE' - 9020 SWYa J ✓tng to n MSheetr rill Demolition 1 Square RoadLLandscape a 'A A Architectural l9 14 E ECEll �BCESuite 220AO / S Structural Ef E E it 1f f E cr eYE e E( P = Plumbing E E �EEY ECCEE'EEE,33E lil�C1r�f 33'�Yrar1ErC�sYE 3�ff`��Y�i6YEY �1YE33tI'3 1iE31l.3 11 EIf I E E EEE t C eC EY Eie�E Y[3P1E eYEyY`YY€E EE E{E 3EiEtE �'EE�l'1E1E EEI�sIr'°E'ita�arC �YEYr3€ iY 3E Y Tigard, OR 9 72 2 � lx � Of Sheets 'M Mechanical ft E E = Electrical E, E€3E i3 E�`i� E E IE Ea E a E E =E1�iyii '1�� E1� FFEEhEr�� E EE k( EE �E.E EaEy �a,E pgYEEE E EEEE ECC a{ a I CEE EEE k,ELkEE@E YE I.E 1 i �31 t�li6Ellpl EE f E [FES CCIYIi' EV °33 E(Q(Q Y E E3E 331 yy a II'�, '.. t6�Y3 EE ES I 3E334e!�3 E S E .�f!�� 2{E3f�����3�I3 E'�k`E€ 4 E Ft 13 - 3 E{[,EE y E E d� �E SHEET NUMBER � 1EEEEE E �� EI ElEa1l €�Y era ey IEiE E E r GrFE rglYr�EEs, j3SW rl EjrE E 3Y� l E S,E({K .Iy,�ri E E {E E IEeCK e�I�rEE E E EEE�EEEIYI �1 � 000 Series = Cover Sheet/General Information 100 Series = Site Drawings 200 Series = Floor Plans 300 Series = Reflected Ceiling Plans Permit Set 400 Series = Sections, Exterior Elevations 500 Series = Enlarged Plans/Vertical Circulation 1/25!2013 600 Series = Interior Elevations . 700 Series = Exterior Details Rev.: 800 Series = Interior Details --- 900 Series = Schedules ABBREVIATIONS GENERAL NO TES 4 AND E.B. EXPANSION BOLT N. NORTH 4 ANGLE EA. EACH NIC NOT IN CONTRACT I. BUILDING ACCESS TO CONTRACTORS: Access to areas around and within the building by the 13. Written dimensions take precedence over scaled dimensions. n AT ELEC. ELECTRIC(AL) NTS NOT TO SCALE General Contractor and all subcontractors are limited to the work areas indicated in these CENTER LINE ELEV. ELEVATION(DRAWING) NO.(or#) NUMBER documents. General Contractor,his employees and subcontractors are granted limited access 14. Storage of equipment and materials outside of building is strictly prohibited without written BLEV'R. ELEVATOR DIAMETER ONLY after prior approval b Building Owner. authorizationb Building Owner. . b FOOT,FEET ENCL. ENCLOSURE Q.C. ON CENTER(S) INCHES EQ. EQUAL,EQUIVALENT O.D. OUTSIDE DIAMETER 2. IN FIELD VERIFICATION: Contractor shall field verify all dimensions and conditions prior to 15. Contractor shall coordinate removal and disposal of demolition debris eith the Building Owner. Revisions SQUARE FOOT(FEET) EQUIP. EQUIPMENT O.F.C.I. OWNER FURNISHED, starting construction and report any discrepancies to the Architect. Any correction work required as EST. ESTIMATE CONTRACTOR INSTALLED result of not reporting such discrepancies shall be performed at no additional cost to the Owner or 16. Contractor shall keep the area of Work free of garbage and debris on a daily basis.Contractor,his Ip- PLATE,PROPERTY'LINE EXH. EXHAUST O.F.O.I. OWNER FURNISH,OWNER INSTALL Agent of the Owner. employees and subcontractors shall pick up and dispose of lunch debris on a daily basis. NO. DATE BY M POUNDS,NUM$ER (E) EXISTING EXP. EXPANSION P.S.F. POUNDS PER SQUARE FOOT 3. ERRORS &OMISSIONS: General Contractor and all subcontractors shall carefully examine the 17. Construction signs of any kind are prohibited on the premises. PRQ[ECT MM/DD/Y'R XY'Z EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH site,building and Construction Documents related to the Work. Notify Architect of errors and/or INFORMATION AB. ANCHOR BOLT P.T. PRESSURE TREATED omissions in the Construction Documents prior to submission of bid.Architect will issue clarifying 18. Contractor is solely responsible for tools and material goods stolen or damaged on site. A/C AIR CONDITIONING F.A. FIRE ALARM PERF, PERFORATED Addenda. Failure by Contractor to report such discrepencies does not relieve him of the AD. AREA DRAIN F.B.O. FURNISHED BY OTHER PL. PLATE, ACOUST. ACOUSTICAL F.C. FINISH CEILING PLWD. PLYWOOD responsibility to provide a correct and finished product. 19. Contractor shall take care to protect all work indicated to remain.Cover existing floor finishes Project 9020 SW Washington Square Road ADD. ADDENDUM F.D. FIRE DAMPER PR. PAIR during execution of the Work. Address: Suite 220 ADJ. ADJUSTABLE F.D. FLOOR DRAIN PT, POINT 4. PERMITS&FEES: Contractor shall pay for permits and fees required for associated work. AFF ABOVE FINISH FLOOR F.E. FIRE EXTINGUISHER 20. Application of materials b an subcontractor to surfaces existingor provided under this Contract, Tigard,Oregon 97223 CITY OF TIGARD F.F. FINISH FLOOR R RADIUS ALT. ALTERNATE shall imply acceptance and suitability of existing conditions. Subcontractor shall be held responsible Approved F FACE F.O. O ... R. RISER ALUM. ALUMINUM 5. COORDINATION: General Contractor shall coordinate Construction Documents with Mechanical for damage or irregularities resulting from applying his product over or to unsuitable or unprepared Conditionally Approved..........,,,. FIN. FINISH(ED) RAD. RADIUS Y ANOD. ANODIZED PLR. FLOORING) R.D. ROOF DRAIN and Electrical work. All mechanical equipment,ductwork,grilles and registers furnished by surfaces. Property Wyse Investment Services Company See Letterto.�o'siow.................. A.P. ACCESS PANEL Mechanical Contractor. All demolition of mechanical equipment,piping,etc.to be performed by p Y y p y APP., APPROXIMATE FLASH'G FLASHING R.O. ROUGH OPENING Mechanical Contractor. 21. Contractor shall verif location and size of existing utilities,including but not limited to: sanitar Manager: 1501 SW Taylor Street, Suite 100 �)(. ed. APPROX FLUOR. FLUORESCENT REF. REFERENCE y' b y L ARCH. ARCHITECT(URAL) FND. FOUNDATION REFR. REFRIGERATOR and storm sewer,water,natural gas,and electrical lines. Contractor shall provide additional Portland,OR 97205 PenrnttN ber: 1 e FP. FIREPLACE REINF. REINFORCE(D)(ING),REBAR electrical service if required. h: 503 294-0400 % AUX. AUXILIARY q p ( ) Address: r r► FRZR. FREEZER REQ. REQUIRED) 6. MF,CHANICAL DESIGN&WORK: Mechanical design,engmcenng and construction performed fax: (503) 227-2507 $y Date, BAL BALLAST ET• FEET REV. REVISE(D)(ION) by a licensed Mechanical Contractor. 22. Contractor shall be solely responsible for uncovering hidden work. Contractor shall repair adjacent Contact: Mr.And James BD BOARD FIG. FOOTING RM. ROOM surfaces at no additional cost to Building Owner or Tenant. y BLKG BLOCKING email: AJames@WyseInvestment.com Q-T- GA. GAUGE S/S STAINLESS STEEL g g, p, y p q y �, BLDG BUILDING 7. ELECTRICAL DESIGN&WORK: Electrical design,engineering and construction performed b 23. Install draft/fire stops as required b �Code. BM. BEAM GALV. GALVANIZED SCHED. SCHEDULE a licensed Flectician. B.M. BENCHMARK GL. GLASS(GLAZING) SHT. SHEET Architect: Balogh Architecture OccUgancpt B.O. BUILDING OWNER GND. GROUND SIM. SIMILAR 24. Install illuminated exit signs at required exit doorways and where otherwise necessary to indicate the 2700 SE Harrison Street Suite A Constmeti GYP.BD. GYPSUM BOARD SPEC. SPECIFICATION(S) direction of egress when the exit serves an occupant load of fifty(50)or more. Section 3314. BOT. BOTTOM GRD. GRADE SPKLR. SPRINKLER 8. PLUMBING DESIGN&WORK: Plumbing design,engineering and construction performed by Milwaukie,OR 97222 Rand fidoC BS BOTH SIDES Phone: 503 654-8412 E BTWN. BETWEEN SQ SQUARE licensed Plumber. 25. Fire dampers shall be installed and accessible for servicing inducts penetrating fire-rated assemblies. ( ) �gyCode B.U. BUILT-UP H. HIGH STD STANDARD Section 4306(j). Fax: (503) 654-8436 Acceselblllty Title H.C. HANDICAPPED STL STEEL Contact: Mr.A. Byron Balogh,AIA NCARB COVER SHEET; C.B. CATCH BASIN (ACCESSIBLE) STOR. STORAGE 9. AUTOMATIC FIRE SPRINKLER SYSTEM: Fire sprinkler system design,engineering and 26. All gypsum board shall be Type 'X',5/8"thick minimum unless otherwise noted. Email: b ron@bal0 harch.com p }� HDWD HARDWOOD STRUCT STRUCTURAL g PROJECT DATA CJT CONTROL JOINT construction performed by a licensed Contractor. Approved ��nS C.L. CENTER LINE HDWR HARDWARE SUSP. SUSPEND(ED) !�P P HT. HEIGHT SYM. SYMMETRY(ICAL) 27. All exposed gypsum board shall be taped,sanded and textured to match existing adjacent surfaces. CAB. CABINET shall be on job site. CLG. CEILING HORIZ. HORIZONTAL SYS, SYSTEM CLR. CLEARANCE) HR. HOUR 10. FIRE&SECURITY ALARM SYSTEMS: Alarm systems to be designed,engineered and installed 28. All finish materials shall be established building standard quality unless otherwise noted. Color per General Pacific Crest Structures COL. COLUMN H.S. HAND SINK T. TREAD by a licensed Contractor, finish schedule as approved by Building Owner. Contractor: 17750 SW Upper Boones Ferry Road, Suite 190 CONC, CONCRETE HT. HEIGHT T.O. TOP OF... Durham OR 97224 Scale COND. CONDITION HVAC HEATING/VENTILATING/ TS TUBE STEEL Phone: (503) 968-8949 as sl�owN CONN. CONNECTION AIR CONDITIONING "TEMP. TEMPERED 11. RECORD DRAWINGS: Within two(2)weeks of completion of Work,Contractor shall provide E Copy Fax: (503) 598-6658 OFFICDate CONST. CONSTRUCTION THK. THICK(NESS) Building Owner and Tenant with Record Drawings(As-Built)of electrical,mechanical and fire CONT. CONTINUE(OUS) I.D. INSIDE DIAMETER TYP. TYPICAL sprinkler work. Owner will withold all retainages until receipt of the documents. Contact: Mr.Alan VOIm JAN. 25,2013 CONTR. CONTRACTOR INCAN. INCANDESCENT Email: Alan@PaClficCrestWeb.COm Drawn/Checked INCL. INCLUDE(D)(ING) U.L. UNDERWRITERS LABORATORY 12Email: CCB#66915 --- --- CPT. CARPET(ED) INSUL. INSULATE(D)(ION) U.O.N. UNLESS OTHERWISE NOTED . WARRANTIES: Within two(2)weeks of completion of Work,Contractor shall provide Building C.S. CLEAR SEAL INT. INTERIOR Owner and Tenant with all warranties and operating manuals. CTRSK. COUNTERSUNK VB VAPOR BARRIER Contractor shall warrantee all material,equipment,parts and labor provided under this Contract for Project Number D. DEEP OR DEPTH JAN. JANITOR VERT. VERTICAL a period of one (1)year from the date of completion.Owner will withold all retainages until receipt (( OEC-205 VFY. VERIFY of the documents. Print Time/Date D.F. DRINKING FOUNTAIN L. LENGTH,LONG V.I.F. VERIFY IN FIELD DBL. DOUBLE DEMO. DEMOLISH,DEMOLITION LAB. LABORATORYLAM. LAMINATE(D) W. WIDTH,WIDE DIA. DIAMETER LAV. LAVATORY W.C. WATER CLOSET Number DIM. DIMENSION DN. DOWN W.H. WATER HEATER DRWG. DRAWIMG MT'L. MATERIAL W/,W/O WITH,WITHOUT DTL. DETAIL MAX. MAXIMUM WD. WOOD DW. DISHWASHER MECH. MECHANICAL WDW. WINDOWDS DOWNSPOUT MFR. MANUFACTURER WT. WEIGHT A001 MIN. MINIMUM MISC. MISCELLANEOUS YD. YARD M.S. MOP SINK MTL. METAL ©2013 ALEXANDER BYRON BALOGH,LLC BEAVERTON, OREGON 97007 USA �� r / r � r / r � r i r � r / r � r 1 r � r ► r FIRE & LIFE SAFETY S UMMAR Y Building Code Requirements and Data Occupant Load & Egress TABLE 1004.1.2 OCCUPANT LOAD A EXANDER B. BALOG Project Location: 9020 SW Washington Square Road SUMMARY OF ROOMS/AREAS EXITS REQ / PROVIDED 1 Tigard,OR 97223 TIGARD, OREGON 1 S126BC-01506,Washington Co.Oregon 220.01,02,04,12,14,18 Open Office: 4,051 SF --> (4,051 SF) _(100 gross SF/occ.)= 41 occ. I / 2 Applicable Codes&Ordinances: 2010 Oregon Structural Specialty Code pp g p y 220.03-Server: 127 SF --> (127 SF)_(100 gross SF/occ.)= 2 occ. 1 / 1 F Governing Jurisdiction: City of Tigard 220.05- Office Work Room: 433 SF --> (433 SF)-(100 gross SF/occ.)= 5 occ. 1 / 1 - Architect Project Scope e of Work: Non-Structural Interior Improvements. p p 220.06- Office Storage. 39 SF --> (39 SF)_(100 gross SF/occ.)= 1 occ. 1 / 1 �. Existing Occupancy Groups: "B" Business. a a � E 220.07-Private Office: 181 SF --> (181 SF)- (100 gross SF/occ.)= 2 occ. 1 / 1 E� 7 �E Proposed Occupancy Groups. B Business. 220.08- Private Office: 311 SF --> (311 SF)-(100 gross SF/occ.)= 4 occ. 1 / 1 _ - ) �' - R H I C R Existing Building Location on Property: Separation on All Sides. 220.09-Private Office: 146 SF --> 146 SF -(100 gross SF/occ.)= 2 occ. 1 / 1 .. E E Architecture Balogh c tecture Existing Construction Type Type I-B,with Fire Sprinklers Thru-Out. 220.10-Private Office: 149 SF --> (149 SF)_(100 gross SF/occ.)= 2 occ. 1 / 1 r Structural Framework: Non-combustible l 2-hr.Protection. A. Byron Balogh AIA NCAR$ Exterior Walls: Non-combustible/2-hr.Protection. 220.11- Conference: 257 SF --> 257 SF _ 100 rocs SF/occ. = 3 occ. 1 / 1 " ( 5 0. ( ) ( g ) - -. 1 Roof Structure: Non-combustible l 1-hr.Protection. f :` i Roof Covering: Class 'A'Membrane Roof(verify?). __ _ 2 7 00 SE Harrison Street,Suite A 220.13-Private Office: 17.5 SF > (175 SF)+(100 gross SF/occ.)- 2 occ. 1 / 1 i Permanent Interior Partitions: Non-rated Construction. g V1ilt'aukie,Oregon )7222 220.15-Small Conference: 101 SF --> (101 SF)_(100 gross SF/occ.)= 1 occ. 1 / l - - Ga (703) 654-8412 Fax: (503) 654-8436 Table 503-Basic Building Height&Area - _ LuNCN er : ..,._.__. .___.__._._. ..�._., ; ...:E a ., .---4 ... t ■re 4 , J ..... ,_ ._..._.__.___. _._ email:info.halo h�trch.aom Basic Height Allowed/Proposed(ft.). 160 ft.Allowed / 65ft.Existing, Therefore, OK 220.16- Computer Storage: 229 SF --> (229 SF)_(100 gross SF/occ.)= 3 occ. 1 / 1 [ s )' Basic Stories Allowed l Proposed: I I Allowed / 5 Existing, Therefore, OK. p g g Basic Max.Area Allowed!Proposed:: Unlimited / 91,315 SF, Therefore, OK. � - 220.17-Break Room: 214 SF --> (214 SF)_(100 gross SF/occ.)= 3 occ. 1 I 1 1 Consultant 3 r ..� .. ... ............... ......E E .v.,..__. Area Increases Per Sect.506: NOT USED. TOTAL OCCUPANT LOAD: 6,413 Net SF --> 71 occ. 2 ! 3 �� Actual Occupant Load: Actual SF/occ.--> (6,413 SF)+(71 occ.)= 90.32 SF/occ. Existing Floor Area: C: . . x:.,41, 1st Floor: 19,003 SF = - sE 2nd Floor: 18,195 SF TABLE 1015.1 r- t ■ 3rd Floor: 18,119 SF EXIT - --- coNP. sTOR ■ Minimum Number of Exits Required: 71 occ.>50 ,Therefore Min.Two(2)Exits Required. - `� r T r � ► T r � r ► r � ► 1 r � r T r � r ► ► .. EMOLITION NOTES A EXANDER B BALOG 1. WAIVER OF EXISTING CONDITIONS: EXISTING ITEMS AND CONDITIONS INDICATED IN CONTRACT TIGARD, OREGON DOCUMENTS,INCLUDING BUT NOT LIMITED TO PROPERTY , BOUNDARIES 4 RESTRICTIONS,EASEMENTS,TOPOGRAPHY, 501L CONDITIONS,STRUCTURES,AND UTILITIES,ARE NOT WARRANTED TO THE CONTRACTOR$Y THE ARCHITECT AND OWNER. Architect 2. CONTRACTOR VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY THE ARCHITECT OF DESCREPANCIE5. E �" A „ .► 3. CONTRACTOR RESPONSIBLE FOR LOCATING AND PROTECTING ALL ABOVE AND BELOW GRADE SITE UTILITIES. '...3. VERIFY LOCATIONS WITH LOCAL PUBLIC WORKS DEPT. Balogh Architecture AND/OR UTILITY SERVICE PROVIDER. 1 11 l 4. COORDINATE THE INTERRUPTION OF SITE UTILITIES WITH THE A. Byron Balogh,AIA NCARB RESPECTIVE SERVICE PROVIDER(5)AND NOTIFY OWNER 2?00 SE Harrison Street, Suite A 5. NOTIFY THE OWNER AND BUILDING TENANTS OF UTILITY N'tilwaukie,Oregon 9,222 SERVICE INTERRUPTIONS A MINIMUM OF 45 HOURS IN ADVANCE. (503) 654-8412 Fax. (503)'654-8436 email:infoC(�balogharch.com h. COORDINATE DEMOLITION W/NEW WORK: COORDINATE DEMOLITION WORK WITH NEW WORK INDICATED IN CONTRACT DOCUMENTS-SEE ADD'L DWGS. Consultant FOR ADD'L.INFO. 7. ABANDONMENT OF EXISTING ELECTRICAL WORK: ALL ABANDONED HIGH-VOLTAGE AND LOW-VOLTAGE WIRING SHALL BE REMOVED--NON-TERMINATED WIRING IS NOT PERMITTED.ALL ABANDONED CONDUIT TO BE GAPPED. 5. PROVIDE AND MAINTAIN SAFETY BARRICADES AROUND AREA OF WORK TO MAINTAIN PUBLIC SAFETY.PROVIDE AND MANTAIN SHORING OF STRUCTURE AND PROTECTION FROM WEATHER DURING DEMOLITION AND NEW CONSTRUCTION. EXISTING CABINETS Tenant Improveinent for': W/EXIST.PLUMBING r FIXTURES TO REMAIN One Embassy Centre '_ 1 ag . , lI - - Sout _r m� "4111_ ' __ I _ :� = SNOT s - DEMO. FLAN h w es t _ 1= a 13�:' ► a aMbME l,,f..__._._._._._._..... KE 6 gal f 3ph --_-_-_-_------ water 12 KEYNOTE SYMBOL Business Co I 1 < t _... - - � 1, 1 RAY-TONE)LINES ARE i, , � � n ITEMS INDICATED BY SCREENED(G www G .._3 ::. I NTOR REMAIN 2 W t ---� -eww<-�.._.r._._._ ----_._._ EXISTING CONSTRUCTION E L 0 0 SW ashen on ;a Ir - LL = _ �__ 2. EXISTING INTERIOR PARTITION TO BE REMOVED. Square Road -- , r r 1 e 3. EXISTING INTERIOR DOOR/FRAME/HARDWARE TO BE Suite 220 FLOOR PLAN. N R US S NEW L SA VAG A D E ED EE E L L ED Tigard OR 22 t. .... ...� R �=f a .� �I ix I Ix I N _. I 4 E it N EXISTING INTERIOR GLASS RECITE AND FRAME TO$ it SALVAGED AND RE-USED-SEE NEW FLOOR PLAN. \ e II �a - - I 5, EXISTING RECESSED LIGHT FIXTURE TO BE RE LOCATED SEE NEW REFLECTED CEILING PLAN EXISTING _ € .� 2 TYP. f _ ... ___ : 1 u I I i s 6. EXISTING H.VA.G.FIXTURE TO BE RE-LOCATED-SEE NEW ,.,. BUILDING REFLECTED CEILING PLAN. iE RE I_ .. _ fI X I I F PE F � 7. EXISTING CASEWORK TO BE REMOVED. SGO I I I O I I I s € I'I - - - - - - - - - - - - - - - �I �Uol�lc P et �I I - - - - - - - - - _ - _ - _ _ TYP. ' r , r , r , II 1 Permit i I t 1 i i s �� a I —� ( I —� I —� i I I — — — — — — — — — _J I ' h� a X x x X I I 1/25/2013 ; �IL. J J r Rev.: l; 6 TY . 5 TYP. I _ �l I I I L = _ _ __---__ - - �- - - - - - - - - � - - - - II ff H _, pp �«... - - .. - i _. a ry , I w m ......�..bv.�w,�..,.e.�.ee. .. .mA...m.�.�. -... .m. _ U a s II ' LJ r 'EXISTING7 -1 r I I r I I ; ' I J, �UITE 206J,, ; ; J, L J L J L J Revisions x x _ I I I I i I Iii NO, DATE BY II I, r — —1 r f"1 L — — —i rI i I I I LI i i Ir— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �I IxLLI I]J I I I I i I QI MM/DD/YR XYZ L J 7 i J L U U =r u� rr 4 4 1 11 I I L L — J l L J L J L ,J -d J I - - - �r - - � [ .o 1 r r r r £s E r I�- II „ 1 1 II r -i 'ern r _ � J H -I �- � I =, a L J L J L J If I I I I r 1 °I it �a sa x. I ii I II L J a ' i — i iI L. LI E ..,.� vavw nava P ex <x E 5 a M1M1 Title DEMOLITION FLOOR FLAN Scale 4 5 6 7 8 9 10' 11 as SHOWN Date JAN. 25,2013 Drawn/Checked Project Number OEG-20� Print Time/Date Sheet Number A200 2013 ALEXANDER BYRON BALOGH,LLC BEAVERTON, OREGON 97007 USA GENERAL MOTES A EXANDER B. BALOG 1. ITEMS INDICATED BY SCREENED LINES ARE EXISTING CONSTRUCTION TO REMAIN-TYPICAL. 2. ALL NEW INTERIOR PARTITIONS t FINISHES TO MATCH TIGARD,OREGON EXISTING BUILDING STANDARDS. 3. PATCH ALL EXISTING EXTERIOR AND INTERIOR FINISHy .h SURFACES TO MATCH ADJACENT CONSTRUCTION AND FINISH. OF 10 4. NOT USED. Architect 5, ALL DOORS AND FRAMES TO MATCH EXISTING BUILDING STANDARDS-EXCEPT AS NOTED. I ' t` ro. ALL DOOR HANDLES,LATCHES AND THRESHOLDS TO COMPLY W/FEDERAL ADAAG 4 STATE OF OREGON REGULATIONS. Balogh Architecture 7. ALL RESTROOM FIXTURES INSTALLED COMPLY W/ FEDERAL A. Byron Balogh,AIA NCARB ADAAG 4 STATE OF OREGON REGULATIONS. 8. PROVIDE HVAC TO TENANT SPACE TO MEET 5LDG. 4 MECH. 2700 SE Harrison Street, Suite A CODES. HVAC SYSTEM DESIGN DRAWINGS,AND PERMIT TO Milwaukie,Oregon 97222 5E PROVIDED 5Y LICENSED MECHANICAL CONTRACTOR. (503) 654-8412 Fax: (503) 654-8436 SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. email: infoCa%balogharch.com 9. PROVIDE FLUM51NG FIXTURES,WATER SUPPLY AND WASTE PIPING TO MEET 5LDG.4 FLUM51NG CODES.WATER SUPPLY Consultant AND WASTE SYSTEM DESIGN,DRAWINGS,AND PERMIT TO 5E PROVIDED 5Y LICENSED PLUMBING CONTRACTOR.SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. 10. PROVIDE ELECTRICAL WIRING,OUTLETS AND DEVICES TO MEET 5LDG.4 ELEC.CODES.ELECTRICAL DESIGN, DRAWINGS, AND PERMIT TO 5E PROVIDED 5Y LICENSED ELECTRICAL CONTRACTOR.SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. 11. PROVIDE AUTOMATIC FIRE SPRINKLERS TO MEET CODE AND N.F.P.A.STANDARDS.FIRE PROTECTION DESIGN,DRAWINGS, AND PERMIT TO 5E PROVIDED 5Y LICENSED FIRE PROTECTION CONTRACTOR.SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. EXISTING CABINETS Tenant Improvement for: W/EXIST.PLUi1151NG Centre Embassy FIXTURES TO REMAIN one 1 p I J Ad IZ i 4 - I E E H Shut west — KE"*fNOTES - FLOODFLAN " at Business C o vh_ we KEYNOTE SYMBOL i £ IVES ARE �. LUNG ;_ - - F - I. 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PARTITION ENRAGING SCALE: NONE SCALE: 3/4"=1'-0' 4� OUSTIC (� STEEL EYELET INTO ,= UL.AS INDICATED ��\,.o EXTERIOR GLAZING STRUCT. , 5/8"GYP.$D.50TH W (2)14 GA.WIRES 6 6' 0"O.G. ,- SIDES-TYPE'X'FOR 1/2" MAX'a 90'TO PARTITION 1-HR.RATED WALLS WHERE BRACING WALLS NOT AVAILABLE 2x4 STUDS'a 16"O.C. ` Tenant lmprovement for: GOMPRESSA$LE ` GASKET MATERIAL SUSPENDED GEIILING One Embassy Centre in \ GONTIUNOUS METAL STEEL EYELET INTO VERTICAL ASSEMBLY-TYPE V-4 CHANNEL-FINISH TO SOLID BLOCKING NON-LOAD BEARING MATCH STOREFRONT/ S o u tb'J/J e sf t \ CURTAIN WALL --- 2x4x8"L BLOCK w INTERIOR PARITION i STOREFRONT/ Business Cor h CURTAIN WALL SILL PER WALLTYPES BELOW eE - STIG / - INDICATED 9020 SW t�laSh2ngton l WALL CONST.PER ; - Square Road \ WALL TYPES. 50TH \ / `!-- -,/ L OR Suite 220 2x6 STUDS 6 16°O.G. Tigard, OR 97223 FLOOR SLAB ]II IL if VERTICAL ASSEMBLY-TYPE V-5 10. WALL 6 EXT. GLAZING (o. INT. 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