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Plans (3)BUP2013-00194 SYMBO 1 r T LsLEGEND Detail Reference A0.0 Building Section A0.0 00 Wall Section AO.0 A o m m $ Interior Elevations c - Building Grid Line Datum Symbol ROOM NAME Room Name/Number 100 A.F.F. Spot Elevation � DOOR NUMBER Door Symbol 0 Revision Symbol DISCIPLINE Sheet Order: G = General Project Info/Req'mts Sheet C = Civil D = Demolition L = Landscape A000 A = Architectural S = Structural P = Plumbing Of Sheets M - Mc ha nical T 1 V CODE INFORMATION See Sheet A002... „ e E = Electrical SHEET NUMBER EXPANSION BOLT 000 Series = Cover Sheet/General Information 100 Series = Site Drawings 200 Series = Floor Plans 300 Series = Reflected Ceiling Plans 400 Series = Sections, Exterior Elevations 500 Series = Enlarged Plans/Vertical Circulation 600 Series = Interior Elevations 700 Series = Exterior Details 800 Series = Interior Details 900 Series = Schedules - ABBREVIATIONS CENTER LINE 4 AND E.B. EXPANSION BOLT N. NORTH 4 ANGLE EA. EACH NIC NOT IN CONTRACT 6 ONLY after prior approval by Building Owner. ELEC. ELECTRIC(AL) NTS NOT TO SCALE 15. AT ELEV. ELEVATION (DRAWING) NO. (or #) NUMBER 4. CENTER LINE ELEV'R, ELEVATOR Agent of the Owner. DIAMETER EMER. EMERGENCY O/ OVER Occupancy Type ., FOOT, FEET ENCL. ENCLOSURE O.C. ON CENTER(S) 18. INCHES EQ. EQUAL, EQUIVALENT O.D. OUTSIDE DIAMETER Energy Code.. Accessibility responsibility to provide a correct and finished product. EQUIP. EQUIPMENT O.F.C.I. OWNER FURNISHED, SQUARE FOOT (FEET) EST. ESTIMATE CONTRACTOR INSTALLED IE PLATE, FROFERT r LINE EXH. EXHAUST O.F.O.I. OWNER FURNISH, OWNER INSTALL �► FOUNDS, NUMBER (E) EXISTING scale ,4S SNOUJN for damage or irregularities resulting from applying his product over or to unsuitable or unprepared and Electrical work. All mechanical equipment, ductwork, grilles and registers furnished by EXP. EXPANSION P.S.F. POUNDS PER SQUARE FOOT JULY 26, 2013 EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH --- ! --- 17750 SW Upper Boones Ferry Road, and storm sewer, water, natural gas, and electrical lines. Contractor shall provide additional P.T. PRESSURE TREATED AB. ANCHOR BOLI' F.A. FIRE ALARM PERF. PERFORATED A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHER PL. PLATE AD. AREA DRAIN F.C. FINISH CEILING PLWD. PLYWOOD ACOUST. ACOUSTICAL F.D. FIRE DAMPER PR. PAIR ► ADD. ADDENDUM F.D. FLOOR DRAIN Pr. POINT ADJ. ADJUSTABLE F.E. FIRE EXTINGUISHER AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR R. RADIUS ALT, ALTERNATE F.O. FACE OF... R. RISER ALUM. ALUMINUM FIN. FINISH(ED) RAD. RADIUS ANOD, ANODIZED FLR. FLOOR(ING) R.D. ROOF DRAIN A.P. ACCESS PANEL FLASH'G FLASHING R.O. ROUGH OPENING APP., APPROXIMATE FLUOR. FLUORESCENT REF. REFERENCE APPROX FND. FOUNDATION REFR. REFRIGERATOR ARCH. ARCHITECT(URAL) FP. FIREPLACE REINF. REINFORCE(D)(ING), REBAR AUX. AUXILIARY FRZR. FREEZER REQ. REQUIRE(D) FT. FEET REV. REVISE(D)(ION) BDL BALLAST FTG. FOOTING RM. ROOM BD BOARD BLKG BLOCKING GA. GAUGE S/S STAINLESS STEEL BLDG BUILDING GALV. GALVANIZED SCHED. SCHEDULE BM. BEAM GL. GLASS (GLAZING) SHT. SHEET B.M. BENCHMARK GND. GROUND SIM. SIMILAR B.O. BUILDING OWNER GYP.BD. GYPSUM BOARD SPEC. SPECIFICATION(S) BOT. BOTTOM GRD. GRADE SPKLR, SPRINKLER BS BOTH SIDES SQ SQUARE BTWN. BETWEEN H, HIGH STD STANDARD ,. B.U. BUILT-UP H.C. HANDICAPPED STL STEEL (ACCESSIBLE) STOR. STORAGE C.B. CATCH BASIN HDWD HARDWOOD STRUCT STRUCTURAL CJT CONTROL JOINT HDWR HARDWARE SUSP. SUSPEND(ED) C.L. CENTER LINE HT. HEIGHT SYM. SYMMETRY(ICAL) CAB. CABINET HORIZ. HORIZONTAL SYS. SYSTEM CLG. CEILING HR. HOUR CLR. CLEAR(ANCE) H.S. HAND SINK T. TREAD COL. COLUMN HT. HEIGHT T.O. TOP OF... CONC. CONCRETE HVAC HEATING/ VENTILATING / TS TUBE STEEL COND. CONDITION AIR CONDITIONING TEMP. TEMPERED CONN. CONNECTION THK. THICKNESS) CONST. CONSTRUCTION I.D. INSIDE DIAMETER TYP, TYPICAL CONT. CONTINUE(Ot1S) INCA. INCANDESCENT CONTR. CONTRACTOR . . INCLUDE(D)(ING) U.L. UNDERWRITERS LABORATORY CPT. CARPET(ED) INSUL. INSULATE(D)(ION) U.O.N. UNLESS OTHERWISE NOTED C.S. CLEAR SEAL INT. INTERIOR CT RSK. COUNTERSUNK VB VAPOR BARRIER JAN. JANITOR VERT. VERTICAL D. DEEP OR DEPTH V VERIFY D.F. DRINKING FOUNTAIN L• LENGTH,LONG LF V.LF. VERIFY IN FIELD DBL. DOUBLE LAB. LABORATORY DEMO. DEMOLISH, DEMOLITION LAM, LAMINATE(D) W. WIDTH, WIDE DIA. DIAMETER LAV. LAVATORY W.C. WATER CLOSET DIM. DIMENSION W.H. WATER HEATER DN. DOWN MT'L. MATERIAL W/, W/o WITH, WITHOUT DRWG. DRAWIMG MAX. MAXIMUM WD. WOOD DTL. DETAIL MECH. MECHANICAL WDW, WINDOW DW. DISHWASHER MFR. MANUFACTURER WT. WEIGHT DS DOWNSPOUT MIN. MINIMUM MISC. MISCELLANEOUS YD. YARD M.S. MOP SINK MTL. METAL T T GENER11-1. NoT6s I T T A Tenant Improvement for: Primary I T Residential Mortgage Suite 350 -One Embassy Centre 9020 SW Washington Square Road Tigard, Oregon 97223 VICINITYMAP v LOCATION PLAN 1. BUILDING ACCESS TO CONTRACTORS: Access to areas around and within the building by the 13. Written dimensions take precedence over scaled dimensions. A201 General Contractor and all subcontractors are limited to the work areas indicated in these A801 Typical Interior Details A802 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 ONLY after prior approval by Building Owner. authorizationby Building Owner. 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. starting construction and report any discrepancies to the Architect. Any correction work required as yee e_� � Permit Number.>6� 7 ph: (503) 294-0400 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 Agent of the Owner. employees and subcontractors shall pick up and dispose of lunch debris on a daily basis. 3. ERRORS & OMISSIONS: General Contractor and all subcontractors shall carefully examine the 17. Construction signs of any kind are prohibited on the premises. Occupancy Type ., site, building and Construction Documents related to the Work. Notify Architect of errors and/or Primary Residential Mortgage Occupancy Load A 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. Suite 350 Addenda. Failure by Contractor to report such discrepencies does not relieve him of the . , Tigard, OR 97223 Energy Code.. Accessibility responsibility to provide a correct and finished product. 19. Contractor shall take care to protect all work indicated to remain. Cover existing floor finishes COVER &HEFT; during execution of the Work. 4. PERMITS & FEES: Contractor shall pay for permits and fees required for associated work. 2700 SE Harrison Street, Suite A �,3hall be on job site t 20. Application of materials by any subcontractor to surfaces existing or provided under this Contract, Phone: (503) 654-8412 shall imply acceptance and suitability of existing conditions. Subcontractor shall be held responsible 5. COORDINATION: General Contractor shall coordinate Construction Documents with Mechanical scale ,4S SNOUJN for damage or irregularities resulting from applying his product over or to unsuitable or unprepared and Electrical work. All mechanical equipment, ductwork, grilles and registers furnished by Email: byron@balogharch.com surfaces. Date Mechanical Contractor. All demolition of mechanical equipment, piping, etc. to be performed by JULY 26, 2013 Mechanical Contractor. 21. Contractor shall verify location and size of existing utilities, including but not limited to: sanitary --- ! --- 17750 SW Upper Boones Ferry Road, and storm sewer, water, natural gas, and electrical lines. Contractor shall provide additional Project Number Durham, OR 97224 electrical service if required. 6. MECHANICAL DESIGN & WORK: Mechanical design, engineering and construction performed Fax: (503) 598-6658 by a licensed Mechanical Contractor. 22. Contractor shall be solely responsible for uncovering hidden work. Contractor shall repair adjacent Email: Alan@PacificCrestWeb.com surfaces at no additional cost to Building Owner or Tenant. 7. ELECTRICAL DESIGN & WORK: Electrical design, engineering and construction performed by 23. Install draft/fire stops as required by Code. a licensed Electician. 24. Install illuminated exit signs at required exit doorways and where otherwise necessary to indicate the direction of egress when the exit serves an occupant load of fifty (50) or more. Section 3314. 8, PLUMBING DESIGN & WORK: Plumbing design, engineering and construction performed by licensed Plumber. 25. Fire dampers shall be installed and accessible for servicing in ducts penetrating fire -rated assemblies. Section 4306 Q). 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. construction performed by a licensed Contractor. 27. All exposed gypsum board shall be taped, sanded and textured to match existing adjacent surfaces. 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 by a licensed Contractor. finish schedule as approved by Building Owner. 11. RECORD DRAWINGS: Within two (2) weeks of completion of Work, Contractor shall provide Building Owner and Tenant with Record Drawings (As -Built) of electrical, mechanical and fire sprinkler work. Owner will withold all retainages until receipt of the documents. 12. WARRANTIES: Within two (2) weeks of completion of Work, Contractor shall provide Building Owner and Tenant with all warranties and operating manuals. Contractor shall warrantee all material, equipment, parts and labor provided under this Contract for a period of one (1) year from the date of completion. Owner will withold all retainages until receipt of the documents. t U DEFERRED PERMIT SUBMITTALS'JUL 0 2013� CITY OFTIGARA EXANDER B. BALOG The following permit submittals are required and will be submitted separately. &JIONG DI IS 1. Mech. HVAC * TIGARD, OREGON 2. Electrical OF ja 3. Fire Sprinklers* Architect * Contractor performing the work shall prepare and submit documents and plans for permit. SHEET INDEX A001 Project Information; General Notes A002 Fire & Life Safety Summary A201 Floor Plan; Reflected Ceiling Plan A801 Typical Interior Details A802 Typical Suspended Ceiling Details PRO[ECT INFORMATION Project Address: Property Manager: Tenant: Architect: General Contractor: Balogh Architecture A. Byron Balogh; AIA NCARB 2700 SE Harrison Street, Suite A • Milwaukie, Oregon 97222 (503) 654-8412 Fax: (503) 654-8436 email: info@balogharch.com Tenant lmprovement for: One Embassy Centre Primary Residential Mortgage 9020 SW Washington Square Road Suite 350 - 390 Tigard, OR 97223 Permit Set 7/26/2013 Rev.: NO. DATE BY I MM/DD/1 R XI'Z 9020 SW Washington Square Road Suite 350 & 390 Tigard, Oregon 97223 CITY OF TIGA D Approved ......... a..l.................. C 7 Conditionally Approved .............. [ ] Wyse Investment Services Company See Letter to: Fol ?mv.................. [ 1501 SW Taylor Street, Suite 100 Ai 13t"d........... ,,,,. Portland, OR 97205 yee e_� � Permit Number.>6� 7 ph: (503) 294-0400 Address: ,��..�}_` fax: 503 227-2507 =' Contact: Mr. Andy James email: AJamesC WyseInvestment.com 0- l -C Occupancy Type ., Primary Residential Mortgage Occupancy Load A 9020 SW Washington. Square Road Construction Type ;. Suite 350 Rated Corridor ..,.,.. . , Tigard, OR 97223 Energy Code.. Accessibility Title COVER &HEFT; PROJECT DATA Balogh Architecture Approved 2700 SE Harrison Street, Suite A �,3hall be on job site t Milwaukie, OR 97222 Phone: (503) 654-8412 Fax: (503) 654-8436 "FIE Y scale ,4S SNOUJN Contact: Mr. A. Byron Balogh, NCARB Email: byron@balogharch.com Date JULY 26, 2013 Drawn/Checked Pacific Crest Structures --- ! --- 17750 SW Upper Boones Ferry Road, Suite 190 Project Number Durham, OR 97224 OEG-20 Phone: (503) 968-8949 Fax: (503) 598-6658 Print Time/Date Contact: Mr. Alan Volm Email: Alan@PacificCrestWeb.com Sheet Number Oregon CCB# 66915 W%10?PP. TJ-? &P-4 � O 2013 ALEXANDER BYRON BALOGH, LLC BEAVERTON, OREGON 97007 USA my t / t T r 1 r T r 1 T T r T REQUIRED .FIRE & LIFE SAFETY S UMMAR Y Structural Frame: 2 -hr. Building Code Requirements and Data Occupant Load & Egress Bearing Walls Project Location: 9020 SW Washington Square Road TABLE 1004.1.2 OCCUPANT LOAD Exterior: 2 -hr. Tigard, OR 97223 Complies Interior: 2 -hr. 1S126BC-01506, Washington Co. Oregon BUSINESS AREA: Non-bearing Walls and Paritions r SUITES 350 + 390: (Suite 350) + (Suite 390) => (6,032 SF) + (1,131 SF) = 7,343 SF Net Exterior: Applicable Codes & Ordinances: 2010 Oregon Structural Specialty Code Non-bearing Walls and Paritions 7,343 SF --> (7,343 SF) _ (100 grossSF/occ.) = 74 occ. Interior: 0 -hr. Governing Jurisdiction: City of Tigard Complies Floor Construction TOTAL OCCUPANT LOAD: 7_343 Gross SF --> 74 occ. Including Supporting Beams & Joists: 2 -hr. Project Scope of Work: Non -Structural Interior Improvements. Actual Occupant Load: Actual SF/occ.--> (7,343 SF) _ (74 occ.) = 99.23 SF/occ. Roof Construction - Existing Occupancy Groups: "B" Business. I -hr. I -hr. v ► Shaft Enclosures: 2 -hr. 2 -hr. TABLE 1014.1 Exit Stair Enclosures: 2 -hr. 2 -hr. Complies Proposed Occupancy Groups: 'B" Business. Minimum Number of Exits Required: 74 occ. > 50 , Therefore Min. Two (2) Exits Required. 0 -hr. Complies Existing Building Location on Property: Separation on All Sides. Number of Exits Provided: Three (3). o Existing Construction Type Type I -B, with Fire Sprinklers Thru-Out. Travel Thru Intervening Rooms: Allowed thru accessory areas only. Structural Framework: Non-combustible / 2 -hr. Protection. (1014.2) - Exterior Walls: Non-combustible / 2 -hr. Protection. Roof Structure: Non-combustible / I -hr. Protection. TABLE 1005.1 (74 occ.) x (0.20) = 14.80 inches Roof Covering: Class 'A' Membrane Roof (verify?). Egress Witdth per Occupant: v Permanent Interior Partitions: Non -rated Construction. Actual Exit Width: 108 inches -- O.K. Table 503 - Basic Building Height & Area Basic Height Allowed / Proposed (ft.): 160 -ft. Allowed / 65 -ft. Existing, Therefore, OK. SECTIONS 1014 thru 1020 Gv Basic Stories Allowed / Proposed: 1 IAllowed / 5 Existing, Therefore, OK. C)__ — - Basic Max. Area Allowed / Proposed:: Unlimited / 91,315 SF, Therefore, OK. Maximum Common Path of Egress: Max. Allowed Common Path of Egress = I00 -ft. max. (IBC Sect. 10 14.3, Exception #1). Area Increases Per Sect. 506: NOT USED. Measured Max. Common Path of Egress = 43 -ft. max. Therefore, OR. Existing Floor Area: 1st Floor: 19,003 SF Maximum Travel Distance to Exit: Max. Allowed Travel Distance to Exit Access = 300 -ft. max. o 2nd Floor: 18,195 SF for "B" Occpuancy in a Sprinklered Building (Table 1016.1). 3rd Floor: 18,119 SF E 4th Floor: 18,042 SF _ -5th.Floor 17>4?4SF Maximum Travel Distance to Exit: Measured Max. Travel Distance to Exit Access = 150'-0" Therefore, OK. TOTAL: 91,315 SF 4 fV Area of Proposed Work: 1,131 Net SF Located on 3rd Floor. D — - re Fire Sprinklers Used Thru-Out: Yes. C. Fire Sprinklers Used to Increase Stories (504.2): No. Plumbing Fixture Calculations (Table 2902.1) Fire Sprinklers Used to Increase Area (506.1): No. Existing Restroom Facilities provided in Common Building Area of Each Story. ° Frontage Used Increase to Increase Area (506.2). No Mezzanines (505): No. Basement (506A): No. Equipment Platforms (5055): No.o A.D.A. Compliance Fire Barriers/Fire Walls Used: No. The existing facility has been surveyed and the following A Fire Rated Occupancy Separations Req'd: No. building elements have been found to be in compliance with O.S.S.C. Chapter 11: I. Van -accessible parking. 2. Accessible building entrance. 3. Accessible routes within building. 4. Accessible restrooms and toilet fixtures. 5. Accessible telephones. 6. Accessible drinking fountains. 7. Accessible (visible/audible) fire alarms. IBC Area Modifications CODE AREA CALCULATIONS Per IBC Sections 503 and 506. Table 503: Basic Allowable Floor Area for "B" Occupancy/Type I -B construction is: Unliminted SF (11 -stories ). ( Atlf I ( Atls 1 ( 9,000 - 0 1 ( 9,000 - 200 Aa = At+ + ( I => 9,000 + + – 000 SF 10() f ( 100 100 f ( 100 where: Aa = Allowable area per floor (square feet). At= Tabular area per floor in accordance with Table 503 (srn 6,000 SF If = Area increase due to frontage (percent) as calcul,-,- \ �� �rh Section 506.2. 25.00% Is = Area increase due to sprinkler protection (r 5� V' i in accordance with Section 506.3. 200% ` ( F W , 0 30 If = 100 1 - 0.25 1 --- => 100 - 0.25 = 0.00%4 ( P ( 0 30 where: If = Area ' ase due to frontage, F= ding perimeter which fronts on a public way or open space have 20 feet open minimum wit (feet). 0 LF P= Perimeter of entire building (feet), 0 LI _ Width of public way or open space (feet) in accordance with Section 506.2.1. 30.00 Fire -Resistance Rating Requirements - FOR CONSTRUCTION TYPE I -B REQUIRED PROVIDED Structural Frame: 2 -hr. 2 -hr. Complies Bearing Walls Exterior: 2 -hr. 2 -hr. Complies Interior: 2 -hr. 2 -hr. Complies Non-bearing Walls and Paritions Based on Distance Exterior: Non-bearing Walls and Paritions Interior: 0 -hr. 0 -hr. Complies Floor Construction Including Supporting Beams & Joists: 2 -hr. 2 -hr. Complies Roof Construction Including Supporting Beams & Joists: I -hr. I -hr. Complies ► Shaft Enclosures: 2 -hr. 2 -hr. Complies Exit Stair Enclosures: 2 -hr. 2 -hr. Complies Corridors: 0 -hr. 0 -hr. Complies Oregon State Energy Compliance Notes: 1. Air Leakage: Seal all penentrations in building envelope. Provide sealant at all joints. Provide sealant, gaskets and weatherstripping at all doors and windows. 2. Suspended Ceiling: Do NOT use suspended ceiling to separate conditioned spaces from unconditioned spaces. 3. Recessed Light Fixtures: Recessed light fixtures installed in ceilings do NOT separate conditioned spaces from unconditioned spaces. 4. Moisture Control: Minimum one -perm vapor retarder on the warm side (in winter) of all exterior walls and ceilings provided. 5. Climate Zone 1: The project site is located in Climate Zone 4C; Multnomah County, and less than 3,000 feet elevation above sea level. I U T 1 T T I T T A== A ^1= UlC:?RIG: 11'-10" 19'-10" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" ONE EMBASSY CENTRE - THIRD FLOOR /� 1. 3rd FLOOR FLA ONE INCH M-n_"Mm"'I ft o;i,kp SCALE: 1116" =1'-V 0 FEET 16 PDF NOT TO SCALE Seaf s J�JAVXANDER B. BALOG i__6 1� TIGARD, OREGON 1 AIR CHIIa'i'U!R .2rf.?: t^,tYNitP k M1s tEff,•: {49.F?�bx%4f14f �� Balogh Architecture A. Byron Balogh, AIA NCARB 2 700 SE Harrison Street, Suite A Milwaukie, Oregon 97222 (503) 654-8412 Fax: (503) 654-8436 email: info( balogbarch,com Consultant Tenant Improvement far: One Embassli Centre Primary Residential Mortgage 9020 SW Washington Square Road Suite 350 - 390 Tigard, OR 97223 Permit Set 7/26/2013 Rev.: NO. DATE BY AMM/DD/YR XYZ Title FIRE 4 LIFE 5,4F ETY 51,1M1" AR (' Scale AS 5HOWN Date JULY 26, 2013 Drawn/Checked Project Number OEC -207 Print Time/Date © 2013 ALEXANDER BYRON BALOGH, LLC BEAVERTON, OREGON 97007 USA • 0. ow No - '� 8, 9 7 8 9 20'-0" 14 20'-0" 6 L 20'-0" 1. 20'-0" L 1ExiSTING CONDITION5 4 I. DEMOLITION FLOOR PLAN o SCALE: 1/8° =1'-0" z KEYNOTES - DEMO. PLAN i2 KEYNOTE SYMBOL 1. ITEMS NDICATED BY SCREENED ( GRAY -TONE) LINES ARE EXISTING CONSTRUCTION TO REMAIN - TYPICAL. 2. IEX15TING CONSTRUCTION TO BE REMOVED - TYPICAL. 3. REMOVE AND SALVAGE EXISTING DOOR/FRAME/HARD- WARE FOR RE -USE. 4. REMOVE AND SALVAGE EXISTING RELITE AND FRAME FOR RE -USE. �✓ TYP. WALL YAeolBRACING 1 (E) 51.15P. CEILING I I 4'-0" I I 4'-0" I .� �4'-0" I I I I I I I I I I III _ 1 I I DBL. METAL KING POSTS 1j EA. SIDE OF I/! I J` TYPICALAL 1 (II III iii ,III; II11 fit i iii III � III ;,=1111 � VIII 0 III ® III III fill IIII Ifl III � III � III f fi illi 1111 � III III 111 III " IIII (III � III III III III '{{{ IIII IIII III EQ. EQ. I EQ• EQ. EQ. EQ. i 7 i K K _ V -1C b NEW N W rOFFICE 1 OFF;CE 2 g O 14,_11„ x 9'J" 14'-11 x 9,-7., ii 4 4 I J I I % z (N) (N) 8 6 V -1G bo C71 8'x6'CUB111I LE, 4 TYPICPICA ' � 5 - '--I L i ��- V -ID OI in cv UINE E ONE INCH - n n � 0 FEET S PDF NOT TO SCALE 2. FLOOR PLJ"'tt Y o SCALE: REFLECTED CEILING PLAN z LEGEND '.- INTERIOR WALL CONSTRUCTION LIGHT SWITCH 24' RECESSED FLUORESCENT 7x4' RECESSED FLUORESCENT RECESSED INCAND. DOWN LIGHT EXIT LIGHT LINEAR SUPPLY GRILLE 2'x2' HVAC EXHAUST GRILLE 2'x2' HVAC SUPPLY GRILLE 7 2'x2' HVAC RETURN GRILLE + FIRE SPRINKLER COMMERCIAL FLUOR. 'WALL BRACKET' ® SMOKE DETECTOR EMERGENCY EGRESS LIGHT W/ BACKUP POWER SCREENED ITEMS INDIGI1��-.. EXISTING CONSTRUCTI ` "E" INDICATES EXISTING � ! II 4-0 I I 4--0" 111 II III II fX II ii II � tl it II II II � II / II II II i �:; II II II r r 4-0" ►. 16 TYP. LOW WALL 5. �A,50V BRACING 4. INTERIOR ELEVATIONS SCALE: 1/4" = I'-0" .-CK 6 NEW o OFFICE 3 14._11" x 9'-7" O 3 .,. 4 � U - - - J Z (N) ie ro Y -1C (N) 3 mlv - Z TYP. cri oo �J V -ID 5 ra" f V -ID as - H FICE - 9,-3, TO itl 1 �Ii 1 i6 TYP. I 5RACE A801 O LO PARTITION ONE INCH F 0 FEET S PDF NOT TO SCALE 8 9 C I 3. REFLECTED CEILING PLAN ONE nnr� Z 0 FEET 8 PDF NOT TO SCALE GENERAL NOT E5 � 1. ITEMS INDICATED BY SCREENED LINES ARE EXISTING A EXANDER B. BALOG CONSTRUCTION TO REMAIN - TYPICAL. I ALL NEW INTERIOR PARTITIONS 4 FINISHES TO MATCH fl. TIGARD, OREGON EXISTING BUILDING STANDARDS. 3, PATCH ALL EXISTING EXTERIOR AND INTERIOR FINISH /ii SURFACES TO MATCH ADJACENT CONSTRUCTION AND FINISH. O 4. NOT USED. Architect 5. ALL DOORS AND FRAMES TO MATCH EXISTING BUILDING , $ STANDARDS - EXCEPT AS NOTED. 6. ALL DOOR HANDLES, LATCHES AND THRESHOLDS TO r - COMPLY W/ FEDERAL ADAAG E 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 BLDG. 4 MECH. 2700 SE Harrison Street, Suite A CODES. HVAC SYSTEM DESIGN DRAWINGS, AND PERMIT TO Milwaukie, Oregon 97222 BE PROVIDED BY LICENSED MECHANICAL CONTRACTOR. (503) 654-8412 Fax: (503) 654-8436 SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. email: info@balogharch.com g. PROVIDE PLUMBING FIXTURES. 111,1`7. SUPPLY AND g -04E PIPING TO MEET BLD` 40-T u5�pr� SUPPLY AND WASTE SYSTEM 1 GS, AND PERMIT TO BE PROVIDED ED PLUMBING CONTRACTOR.Consultant SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. 10. PROVIDE ELECTRICAL WIRING, OUTLETS AND DEVICES TO MEET BLDG. 4 ELEC. CODES. ELECTRICAL DESIGN, DRAWINGS, AND PERMIT TO BE PROVIDED BY 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 BE PROVIDED $Y LICENSED FIRE PROTECTION CONTRACTOR. SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. KEYNOTES - FLOOR PLAN 12 KEYNOTE SYMBOL I. ITEMS INDICATED BY SCREENED ( GRAY -TONE) LINES ARE EXISTING CONSTRUCTION TO REMAIN - TYPICAL. 2. INTERIOR PARTITION AS PER WALL TYPES - TYPICAL. 3. NOMINAL 5-0'W. x 8'-0" H. TYPICAL OFFICE DOOR TO MATCH BUILDING STANDARD - RE -USE EXISTING DOORS 4 FRAMES WHENEVER POSSIBLE. PROVIDE ADA LEVER HANDLES - TYP. 4. INTERIOR TEMPERED OFFICE RELITE AND FRAME TO MATCH EXISTING BUILDING STANDARD - RE -USE EXISTING WHENEVER POSSIBLE - TYP. 5. PARTIAL HEIGHT WALL - SEE WALL TYPES. (.. INTERIOR TEMPERERED GLASS RELITES AS INDICATED - MATCH EXISTING BUILDING STANDARD. 7. CONTRACTOR TO VERIFY NEW ELECTRICAL REQUIREMENTS WITH LANDLORD AND/OR TENANT. 8. OFFICE CUBICLE WORKSTATION - NOT IN CONTRACT (N.IG. ). KEYNOTES - R.G.P. 12 SYMBOL 1. ITEMS INDICATED BY SCREENED LINES ARE EXISTING CONSTRUCTION TO REMAIN - TYPICAL. 2. EXISTING 2x4 RECESSED FLUOR. FIXTURE TO BE RELOCATED - TYPICAL. 3. EXISTING H.VA.C. REGISTER TO BE RELOCATED - TYP. 4. RELOCATE EXISTING 2x4 RECESSED FLUOR. LIGHT FIXTURES AS INDICATED. 5. PROVIDE NEW 2x4 RECESSED FLUOR. LIGHT FIXTURES TO MATCH EXISTING. &. RELOCATE EXISTING H.VA.C. REGISTERS AS INDICATED. REBALANCE SYSTEM. 7. PROVIDE EMERGENCY MEANS OF EGRESS ILLUMINATION TO A MIN. LEVEL OF 1 -FOOTCANDLE (Il LUX) USING LITHONIA MODEL EU2. 8. PERMANENT ILLUMINATED EXIT SIGN AS PER CODE. "NOTE: HVAC supply and return fixtures are approximate and will be determined by HVAC contractor." SEE WALL TYPE DETAILS - SHEET A601 WALL TYPE KEY DENOTES PARTITION TYPE �- AS SCHEDULED V -IA JE---- DENOTES PARTITION HEIGHT: A. INSUL. ( NOTED ON PLANS) T. INSUL A = TO UNDERSIDE OF 5TRUCT. B = TO e' ABOVE FIN. GLG. C = TO UNDERSIDE OF GLG. D = PARTIAL HEIGHT AS NOTED V = VARIES "A" - ACOUSTIC INSULATION 'T"= THERMAL INSULATION Tenant Improvement for: One Embassy Centre Primary Residential Mortgage 9020 SW Washington Square Road Suite 350 - 390 Tigard, OR 97223 Permit Set 7/26/2013 Rev.: NO. DATE BY IL MM/DD/YR XYZ �, . Title DEMO. PLAN; FLOOR PLAN; REFL. CLIS. PLAN Scale AS SHOLUN Date JULY 26, 2013 Drawn/Checked Project Number OEC -207 Print TimelDate A201 © 2013 ALEXANDER BYRON BALOGH, LLC BEAVERTON, OREGON 97007 USA R r r ►. 3� Q - ■■ :� i I_ ■■ ° ■■ ■ 3. REFLECTED CEILING PLAN ONE nnr� Z 0 FEET 8 PDF NOT TO SCALE GENERAL NOT E5 � 1. ITEMS INDICATED BY SCREENED LINES ARE EXISTING A EXANDER B. BALOG CONSTRUCTION TO REMAIN - TYPICAL. I ALL NEW INTERIOR PARTITIONS 4 FINISHES TO MATCH fl. TIGARD, OREGON EXISTING BUILDING STANDARDS. 3, PATCH ALL EXISTING EXTERIOR AND INTERIOR FINISH /ii SURFACES TO MATCH ADJACENT CONSTRUCTION AND FINISH. O 4. NOT USED. Architect 5. ALL DOORS AND FRAMES TO MATCH EXISTING BUILDING , $ STANDARDS - EXCEPT AS NOTED. 6. ALL DOOR HANDLES, LATCHES AND THRESHOLDS TO r - COMPLY W/ FEDERAL ADAAG E 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 BLDG. 4 MECH. 2700 SE Harrison Street, Suite A CODES. HVAC SYSTEM DESIGN DRAWINGS, AND PERMIT TO Milwaukie, Oregon 97222 BE PROVIDED BY LICENSED MECHANICAL CONTRACTOR. (503) 654-8412 Fax: (503) 654-8436 SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. email: info@balogharch.com g. PROVIDE PLUMBING FIXTURES. 111,1`7. SUPPLY AND g -04E PIPING TO MEET BLD` 40-T u5�pr� SUPPLY AND WASTE SYSTEM 1 GS, AND PERMIT TO BE PROVIDED ED PLUMBING CONTRACTOR.Consultant SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. 10. PROVIDE ELECTRICAL WIRING, OUTLETS AND DEVICES TO MEET BLDG. 4 ELEC. CODES. ELECTRICAL DESIGN, DRAWINGS, AND PERMIT TO BE PROVIDED BY 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 BE PROVIDED $Y LICENSED FIRE PROTECTION CONTRACTOR. SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. KEYNOTES - FLOOR PLAN 12 KEYNOTE SYMBOL I. ITEMS INDICATED BY SCREENED ( GRAY -TONE) LINES ARE EXISTING CONSTRUCTION TO REMAIN - TYPICAL. 2. INTERIOR PARTITION AS PER WALL TYPES - TYPICAL. 3. NOMINAL 5-0'W. x 8'-0" H. TYPICAL OFFICE DOOR TO MATCH BUILDING STANDARD - RE -USE EXISTING DOORS 4 FRAMES WHENEVER POSSIBLE. PROVIDE ADA LEVER HANDLES - TYP. 4. INTERIOR TEMPERED OFFICE RELITE AND FRAME TO MATCH EXISTING BUILDING STANDARD - RE -USE EXISTING WHENEVER POSSIBLE - TYP. 5. PARTIAL HEIGHT WALL - SEE WALL TYPES. (.. INTERIOR TEMPERERED GLASS RELITES AS INDICATED - MATCH EXISTING BUILDING STANDARD. 7. CONTRACTOR TO VERIFY NEW ELECTRICAL REQUIREMENTS WITH LANDLORD AND/OR TENANT. 8. OFFICE CUBICLE WORKSTATION - NOT IN CONTRACT (N.IG. ). KEYNOTES - R.G.P. 12 SYMBOL 1. ITEMS INDICATED BY SCREENED LINES ARE EXISTING CONSTRUCTION TO REMAIN - TYPICAL. 2. EXISTING 2x4 RECESSED FLUOR. FIXTURE TO BE RELOCATED - TYPICAL. 3. EXISTING H.VA.C. REGISTER TO BE RELOCATED - TYP. 4. RELOCATE EXISTING 2x4 RECESSED FLUOR. LIGHT FIXTURES AS INDICATED. 5. PROVIDE NEW 2x4 RECESSED FLUOR. LIGHT FIXTURES TO MATCH EXISTING. &. RELOCATE EXISTING H.VA.C. REGISTERS AS INDICATED. REBALANCE SYSTEM. 7. PROVIDE EMERGENCY MEANS OF EGRESS ILLUMINATION TO A MIN. LEVEL OF 1 -FOOTCANDLE (Il LUX) USING LITHONIA MODEL EU2. 8. PERMANENT ILLUMINATED EXIT SIGN AS PER CODE. "NOTE: HVAC supply and return fixtures are approximate and will be determined by HVAC contractor." SEE WALL TYPE DETAILS - SHEET A601 WALL TYPE KEY DENOTES PARTITION TYPE �- AS SCHEDULED V -IA JE---- DENOTES PARTITION HEIGHT: A. INSUL. ( NOTED ON PLANS) T. INSUL A = TO UNDERSIDE OF 5TRUCT. B = TO e' ABOVE FIN. GLG. C = TO UNDERSIDE OF GLG. D = PARTIAL HEIGHT AS NOTED V = VARIES "A" - ACOUSTIC INSULATION 'T"= THERMAL INSULATION Tenant Improvement for: One Embassy Centre Primary Residential Mortgage 9020 SW Washington Square Road Suite 350 - 390 Tigard, OR 97223 Permit Set 7/26/2013 Rev.: NO. DATE BY IL MM/DD/YR XYZ �, . Title DEMO. PLAN; FLOOR PLAN; REFL. CLIS. PLAN Scale AS SHOLUN Date JULY 26, 2013 Drawn/Checked Project Number OEC -207 Print TimelDate A201 © 2013 ALEXANDER BYRON BALOGH, LLC BEAVERTON, OREGON 97007 USA my r n 1 r V / r / r FINISH CEILING LATERAL BRACING - SEE DETAILS 5 6 A801 A801 INTERIOR PARTITION TERMINATES AT FINISH CEILING INTERSECTING PARTITION PROVIDES LATERAL BRACING r / r i 0 � ANCHOR TO STRUGT. O DIAGONAL BRACE: 3-5/8" x 20 GA. MIN. STEEL IL STUDS 8'-0" O.G. MAX. SPENDED CEIILING ICHOR TO TOP TRACK 'ERIOR PARITION :R WALL TYPES OOR SLAB 13. PARTITION 5RAGING DIAGRAM E�. INT. PARTITION 13RAGING SCALE: NONE SCALE: 3/4" =1'-0" EXTERIOR GLAZING GASKET MATERIAL CONTIUNOUS METAL CHANNEL - FINISH TO MATCH STOREFRONT/ CURTAIN WALL STOREFRONT/ CURTAIN WALL SILL BELOW WALL CONST. PER WALL TYPES. 10. WALL 6 EXT. GLAZING SCALE: 3" =1'-0" EXTERIOR GLAZING ADJ. INSULATED ALUM. CLOSURE TO *'PATCH STOREFRONT/ CURTAIN WALL FINISH STOREFRONT/ CURTAIN WALL SILL BELOW CONTIUNOUS METAL CHANNEL - FINISH TO MATCH STOREFRONT/ CURTAIN WALL WALL CONST. PER WALL TYPES. 11. WALL 6 EXT. MULLION 3/16 6 - 3/8"* x 2-1/2" L. POWERS WEDGE BOLT INSTALLED PER MFRS. -o-IE -°- INSTRUCTIONS 2" 3 �' fE 3-1/4" x 1'-2" x 1/4" THK. 3"x3"x3/16" DETAIL O SCALE: 1-1/2" =1'-0" — UNBRAGED PARTITION PER WALL TYPES — FASTEN METAL STUD TO STEEL ANGLE W/ SCALE- 3" =1'-0" 'ALL CONST. PER %LL TYPES. 145" DIA, x 2-1/2" :)WDER ACTUATED 6TENER a 1(o" O.G. :)TTOM TRACK OOR SLAB (o. INT. fO ARTITION 5RAGING SCALE: 3/4" =1'-0" SEE WALL TYPE INTERSECTING WALL WHERE OCCURS, SEE FLOOR PLAN FRAME DOOR, SEE SCHEDULE I DOOR DEAD/JAMS MET L RHO>ELOW SCALE: 3" = I'-0` SEE WALL TYPE INTERSECTING WALL WHERE OCCURS, SEE FLOOR PLAN D 7�1 No. 10 SELF -TAPPING\ P►-tL I}L-u SNAP-ON CASING TRIM w o SCREWS 6 roll O.G., TO MATCH N m STAGGERED r- I.. ' — FRAME DOOR, SEE SCHEDULE I I PLAN 0 VIEW 19/16" vARIE115/16" o. o TYPICAL KNOCK -DOWN METAL FRAME 16. WALL REINFORCEMENT ENT 12. WALL IDETAIL 8. DOOR >4 EAD/JAMS SCALE: I" =1'-0" SCALE: 3" =1'-0" SCALE: 3" =1'-0" T 1 r 4� 3" 2.5 LB. ACOUSTIC ' - BATT INSULATION PER PLAN 5/6' GYP. BD. BOTH SIDES STEEL STUDS - .7777 _ 3-5/8" 0 ]roll O.C. ( GAUGE BY HEIGHT ) VERTICAL ASSEMBLY - TYPE V-1 NON -LOAD BEARING 3' USTIC I PER PLAN "TYPE 'X' GYP. BD. BOTH SIDES STEEL STUDS - 6" 6 24" O.G. ( GAUGE BY HEIGHT) VERTICAL ASSEMBLY - TYPE V-2 NON -LOAD BEARING 4� OUSTIG UL. AS INDICATED 5/8" GYP. BD. BOTH - SIDES - TYPE 'X' FOR 1 -HR. RATED WALLS 2x4 STUDS'S 16" O.G. VERTICAL ASSEMBLY - TYPE V-4 NON -LOAD BEARING o3/ L 3", 2.5 L C TIC 3 UL. INDICATED .5D. BOTH - TYPE 'X' FOR O.G. VERTICAL ASSEMBLY - TYPE V-5 NON -LOAD BEARING EXIST. EXT. WALL -- TYPICAL "S" STEEL STUD GAUGES FOR NON -LOAD BEARING PARTITIONS -- TOP. UNBRAGED PARTITION HEIGHT (L/240) W/ ONE LAYER OF GYPSUM BOARD BOTH SIDES SOURCE: S.S.M.A. 2001 MANUAL, ICBG ER -49431' Q 3-5/8" WIDTH'a 24" O.G. - UP TO 13'-5" HIGH: STEEL EYELET INTO 3-5/8" WIDTH 016" O.G. - UP TO 14-4" HIGH: 25 GA. 3-5/6" WIDTH tea) 24" O.G. - UP TO 14'-9" HIGH: STRUGT. w 20 GA. 6" WIDTH 9 24" O.G. - UP TO 16'-9" HIGH: (2 )14 GA. WIRES a 6-0" O.G. O 25 GA. 6" WIDTH 6 24" O.G. - UP TO 21'-1" HIGH - MAX -9 W' TO PARTITION 6" WIDTH * 16" O.G. - UP TO 24-ro" HIGH : 20 GA. - MINIMUM THICKNESS OE WHERE BRACING WALLS GOLD -FORMED STEEL - MILLS INCHES GAUGE NOT AVAILABLE - 27 0.021 22 GA_ A0P1 00 43 0.043 18 GA. 54 0.054 16 GA. SUSPENDED COILING E 68 0.068 14 GA. 97 0.09-1 12 GA. STEEL EYELET INTO WALL TYPE KEY DENOTES PARTITION TYPE SOLID BLOCKING V -1A E DENOTES PARTITION HEIGHT: 2x4x8"L BLOCK T. INSUL. A - TO UNDERSIDE OF STRUGT. B = TO 6" ABOVE FIN. CLG. INTERIOR PARITION C = TO UNDERSIDE OF CLG. D = PARTIAL HEIGHT AS NOTED PER WALLTYPES OOR SLAB (o. INT. fO ARTITION 5RAGING SCALE: 3/4" =1'-0" SEE WALL TYPE INTERSECTING WALL WHERE OCCURS, SEE FLOOR PLAN FRAME DOOR, SEE SCHEDULE I DOOR DEAD/JAMS MET L RHO>ELOW SCALE: 3" = I'-0` SEE WALL TYPE INTERSECTING WALL WHERE OCCURS, SEE FLOOR PLAN D 7�1 No. 10 SELF -TAPPING\ P►-tL I}L-u SNAP-ON CASING TRIM w o SCREWS 6 roll O.G., TO MATCH N m STAGGERED r- I.. ' — FRAME DOOR, SEE SCHEDULE I I PLAN 0 VIEW 19/16" vARIE115/16" o. o TYPICAL KNOCK -DOWN METAL FRAME 16. WALL REINFORCEMENT ENT 12. WALL IDETAIL 8. DOOR >4 EAD/JAMS SCALE: I" =1'-0" SCALE: 3" =1'-0" SCALE: 3" =1'-0" T 1 r 4� 3" 2.5 LB. ACOUSTIC ' - BATT INSULATION PER PLAN 5/6' GYP. BD. BOTH SIDES STEEL STUDS - .7777 _ 3-5/8" 0 ]roll O.C. ( GAUGE BY HEIGHT ) VERTICAL ASSEMBLY - TYPE V-1 NON -LOAD BEARING 3' USTIC I PER PLAN "TYPE 'X' GYP. BD. BOTH SIDES STEEL STUDS - 6" 6 24" O.G. ( GAUGE BY HEIGHT) VERTICAL ASSEMBLY - TYPE V-2 NON -LOAD BEARING 4� OUSTIG UL. AS INDICATED 5/8" GYP. BD. BOTH - SIDES - TYPE 'X' FOR 1 -HR. RATED WALLS 2x4 STUDS'S 16" O.G. VERTICAL ASSEMBLY - TYPE V-4 NON -LOAD BEARING o3/ L 3", 2.5 L C TIC 3 UL. INDICATED .5D. BOTH - TYPE 'X' FOR O.G. VERTICAL ASSEMBLY - TYPE V-5 NON -LOAD BEARING EXIST. EXT. WALL -- TYPICAL "S" STEEL STUD GAUGES FOR NON -LOAD BEARING PARTITIONS -- TOP. UNBRAGED PARTITION HEIGHT (L/240) W/ ONE LAYER OF GYPSUM BOARD BOTH SIDES SOURCE: S.S.M.A. 2001 MANUAL, ICBG ER -49431' NOTE: SEE MFR. SPECS. FOR LIMITATIONS 3-5/8" WIDTH'a 24" O.G. - UP TO 13'-5" HIGH: 25 GA. 3-5/8" WIDTH 016" O.G. - UP TO 14-4" HIGH: 25 GA. 3-5/6" WIDTH tea) 24" O.G. - UP TO 14'-9" HIGH: 20 GA. 3-5/8" WIDTH 0 16" O.C. - UP TO 16'-5" HIGH : 20 GA. 6" WIDTH 9 24" O.G. - UP TO 16'-9" HIGH: 25 GA. 6" WIDTH 6 16" O.G. - UP TO 19'-9° HIGH: 25 GA. 6" WIDTH 6 24" O.G. - UP TO 21'-1" HIGH - 20 GA. 6" WIDTH * 16" O.G. - UP TO 24-ro" HIGH : 20 GA. - MINIMUM THICKNESS OE GOLD -FORMED STEEL - MILLS INCHES GAUGE IS 0.018 25 GA. 27 0.021 22 GA_ 33 0.033 20 GA. 43 0.043 18 GA. 54 0.054 16 GA. 68 0.068 14 GA. 97 0.09-1 12 GA. WALL TYPE KEY DENOTES PARTITION TYPE AS SCHEDULED V -1A E DENOTES PARTITION HEIGHT: A. INSUL. ( NOTED ON PLANS) T. INSUL. A - TO UNDERSIDE OF STRUGT. B = TO 6" ABOVE FIN. CLG. C = TO UNDERSIDE OF CLG. D = PARTIAL HEIGHT AS NOTED V = VARIES "A" = ACOUSTIC INSULATION "T" THERMAL INSULATION L WALL TYPE5 4 KEY SCALE. 1-1/2" =1'-0" A EXANDER B. BALOG TIGARD, OREGON OF ARCRITEcTux>�. Balogh Architecture A. Byron Balogh, AIA NCARB 2700 SE Harrison Street, Suite A Milwaukie, Oregon 97222 (503) 654-8412 Fax: (503) 654-8436 email: infoCThalogharch.com Tenant Improvement for: One Embassy Centre Primary Residential Mortgage 9020 SW Washington Square Road Suite 350 - 390 Tigard, OR 97223 Permit Set 7/26/2013 Rev.: NO. DATE BY MM/DD/YR XYZ Q Title INTERIOR DETr41L5 Scale AS SHOWN Date JULY 2(o, 2013 Drawn/Checked Project Number OEC -207 Print Time/Date A501 © 2013 ALEXANDER BYRON BALOGH, LLC BEAVERTON, OREGON 97007 USA ►J 0. Do - 7 -2 T U U T r 1 T INUOU5 a CEILING PERIMETER . CEILING PERIMETER ) 14. 2" EDGE TRIM -UNATTACHED 10. 5ERC2 CLIP - UNATTACI'- ED 2. CEILING SEISMIC SYSTEM SCALE: 1-1/2" =1'-0" SCALE: 1-1/2" =1'-0" NO SCALE DETAIL KEYNOTE5 DCOMPRESSION BRACE 1/2" MTL. CONDUIT VERTICAL HANG=ER WIRE J BRACING SPLAY WIRE DETAIL KEYNOTES ;i COMPRESSION BRACE, if2" MTL. CONDUIT VJ VERTICAL HANGER WIRE J BRACING SPLAY WIRE 3. CEILING 5E15MIC 5R ACING DETAIL YAR NO SCALE A EXANDER B. BALOG TIGARD, OREGON F Architect ARCH ITECTUR"E Balogh Architecture A. Byron Balogh, AIA NCARB 2700 SE Harrison Street, Suite A Milwaukie, Oregon 97222 (503) 654-8412 Fax: (503) 654-84.36 email: info((r-balogharch,com Consultant Tenant Improvemmnt for: One Embassy Centre Primary Residential Mortgage 9020 SW Washington Square Road Suite 350 - 390 Tigard, OR 97223 Permit Set 7/26/2013 Rev.: NO. DATE BY 4i 1�mflDp/R wi . Title INTERIOR DETAILS Scale ,4S SNOUJN Date JULY 26, 2013 Drawn/Checked Project Number OEC -20-7 Print Time/Date © 2013 ALEXANDER BYRON BALOGH, LLC BEAVERTON, OREGON 97007 USA DETAIL KEYNOTE5 0 INSTALL STABILIZER BAR CONTINUOUS BETWEEN ALL +r MEMBERS * PERIMETER O INSTALL ADDITIONAL MEMBERS � •4 O' ®� WIN VOPERIPR TH 2 ED\Tl COUNTERSLOPE HANGERS • , n • n 31 THAT EXCEED 1: (o OUT 01* •� 1171 LL PLUMB ,•` �� TYP 4F MAX. i ( SUPPORT DUCTWORK 4 T -BAR TO PERIMETER ATTACHED gar 13 1 ♦ J OTHER LARGEFASTEN OBSTRUCTIONS w/ TRAPEZE, M CLOSURE ANGLE 's 24" O.G. - S MAX. END A802♦ 2" I / ( SECURE HANGERS TO BLDG. TYPICAL 8" MAX. �` ! .. STRUCTURE a • Q UNATTACHED O or l !_ 4'-0" D.G. 4'-0" O.G. INSTALL (2) ) ' •a END A802 -0" 6'-0" MAX. 12 O G EA WAY `� -'TIGHT WIRES S O MAIN RUNNER *EACH FIXTURE (4) TOTAL. ,,� 1. , •� 6 PROVIDE POSITIVE CLIP ,+` ` 3 2 FROMURE TO MAIN •` � SEE Aa02a8�2 ( ) RUNNERS. MAIN RUNNER LATERAL BRACING 0 12'-0" O.C. EACH WAY - MAIN RUNNER TO CRO56 RUNNER STRUCTURE - BEGIN $RAGING WITHIN 4-0" OF PERIMETER t 2" FROM CROSS MEMBER Q 2" MIN. PERIMETER SUPPORTING CLOSURE CEILING PERIMETER CEILING PERIMETER ANGLE 13. 2" EDGE TRIM - ATTACHED 9. 5ERC2 CLIP - ATTACHED 1. CEILING FIXTURE SE151" IIC 5RACING REQUIREMENTS SCALE: 1-1/2" = V-0" SCALE: 1-1/2" = P-0" NO SCALE INUOU5 a CEILING PERIMETER . CEILING PERIMETER ) 14. 2" EDGE TRIM -UNATTACHED 10. 5ERC2 CLIP - UNATTACI'- ED 2. CEILING SEISMIC SYSTEM SCALE: 1-1/2" =1'-0" SCALE: 1-1/2" =1'-0" NO SCALE DETAIL KEYNOTE5 DCOMPRESSION BRACE 1/2" MTL. CONDUIT VERTICAL HANG=ER WIRE J BRACING SPLAY WIRE DETAIL KEYNOTES ;i COMPRESSION BRACE, if2" MTL. CONDUIT VJ VERTICAL HANGER WIRE J BRACING SPLAY WIRE 3. CEILING 5E15MIC 5R ACING DETAIL YAR NO SCALE A EXANDER B. BALOG TIGARD, OREGON F Architect ARCH ITECTUR"E Balogh Architecture A. Byron Balogh, AIA NCARB 2700 SE Harrison Street, Suite A Milwaukie, Oregon 97222 (503) 654-8412 Fax: (503) 654-84.36 email: info((r-balogharch,com Consultant Tenant Improvemmnt for: One Embassy Centre Primary Residential Mortgage 9020 SW Washington Square Road Suite 350 - 390 Tigard, OR 97223 Permit Set 7/26/2013 Rev.: NO. DATE BY 4i 1�mflDp/R wi . Title INTERIOR DETAILS Scale ,4S SNOUJN Date JULY 26, 2013 Drawn/Checked Project Number OEC -20-7 Print Time/Date © 2013 ALEXANDER BYRON BALOGH, LLC BEAVERTON, OREGON 97007 USA