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Plans (3) BUP2014 00090 EE ' APR 2 4 2014 CITU OF TIGARO BUILDING DIVISION A R C< H I T E Ci T S OCCUPANT LOAD AND EGRESS BUILDING CODE REQUIREMENTS AND DATA 720 NW Davis 503.221.1121 1� Suite 300 503 221.2077 D TABLE 1004.1.2 OCCUPANT LOAD EXITS REQ / PROVIDED PROJECT LOCATION: 9020 SW WASHINGTON SQUARE ROAD,SUITE 405 ONE EMBASSY CENTRE TlGARD,OR 97223 Portland OR 97209 www.lrsarchitects.com TOTAL OCCUPANT LOAD: Actual Occupant Load. 2,026 Gross SF 1100 Occ.)--> =21 occ. 1 / 1 Actual SF/occ.--> (2,026 SF)/(21 occ.) =96.47 SF/occ. PROPERTY ID: 1S126BC01506,R2007147 W WA RE A D TABLE 1015.1 9020 SSHINGTON �� �� Minimum Number of Exits Required: 21 occ. <50,Therefore a Minimum of One (1)Exit Required. APPLICABLE BUILDING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE One 1 Exit Provided. BUILDING AGENCY/JURISDICTION: CITY OF TGARD Number of Exits Provided: O ( ) Travel Thar Intervening Rooms. Allowed thru accessory areas only. PROJECT SCOPE OF WORK: NON-STRUCTURAL INTERIOR IMPROVEMENTS 3645 *100�� SUITE 405 (1014.2) L. NIXON TOTAL NEW BUILDING AREA: NONE TABLE 1005.1 Egress Width per Occupant: (21 occ.)x(0.20)=4.2 inches ° TOTAL TENANT GROSS AREA: 2,026 SF L � , f)Fi�.. TIGARD, OREGON 97223 Actual Exit Width: 36 inches--O.K. ZONING: MUC-MIXED USE COMMERCIAL SECT/ONS 1014 thru 1016 Max.Allowed Common Path of Egress= 100-ft. O� Maximum Travel Distance Allowed. Actual Provided=99'-6",therefore O.K. � �1 SET 04a 24a 14 Maximum Travel Distance to Exit. Max.Allowed Travel Distance to Exit= 300-ft. Actual Provided= 156'-0",therefore O.K. BUILDING CODE AREA CALCULATIONS CONSULTANT: NOTES: BUILDING CODE AREA AND MISC REQUIREMENTS 1. SEE CODE ANALYSIS PLAN FOR ACCOMPANYING INFORMATION.CODE INFORMATION INDICATED BELOW ONLY LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE REQUIREMENTS. PROJECT DIRECTORY DEFERRED SUBMITTALS TYPE OF CONSTRUCTION: TYPE 1-B 2. NON-SEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH SECTION 508.3. FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 2 HR EXTERIOR BEARING WALLS 2 HR EXISTING OCCUPANCY GROUPS: B ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS INTERIOR BEARING WALLS 2 HR PROPERTY OWNER: EXT.NONBEARING WALLS TABLE 602 OCCUPANCY GROUPS:(CHAPTER 3): B Wyse Investment Services Company Andy James:AJames@Wyselnvestment.com MECHANICAL SYSTEMS SPRINKLER SYSTEMS E T,NOR NONBEARING WALLS 0 B 1501 SW Taylor Street,Suite 100 Kathi Pearce:KPearce@Wyselnvestment.com PLUMBING SYSTEMS EGRESS LIGHTING INTERIOR NTE FLOOR/CEILING 2 HR CONSTRUCTION TYPE: Portland,Oregon 97205 ROORCEILING 1 HR EXISTING: TYPE I-B,WITH FIRE SPRINKLERS THROUGHOUT Telephone (503)294-0400 Fax (503)227-2507 ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS PENETRATIONS:(SEE PENETRATION DETAILS ALL WALLS AND FLOOR AND ROOF/CEILING BASIC ALLOWABLE FLOOR AREA: B: UNLIMITED TENANT: AND MECHANICAL PLANS FOR LOCATIONS) ASSEMBLIES (TABLE 503,SEC.503): Mutual of Omaha 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR OPENING PROTECTION:(SEE PLANS FOR LOCATIONS) (OPENINGS ARE DEFINED AS DOORS,WINDOW, AREA MODIFICATIONS: INCREASE NOT NECESSARY AND NOT CALCULATED MINIMUM TO FACE OF FINISH. DIMENSIONS TO TOILET ROOM AND DUCTS(REFERENCE OSSC 715 FIRE (SEC.506): ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE ASSEMBLY)SEE DOOR AND WINDOW SCHEDULES HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. SEE MECHANICAL DRAWINGS FOR SMOKE AND BUILDING STORIES I HEIGHT: FIRE DAMPERS ALLOWABLE(SEC 503,504): B:I I STORY, 160 FEET 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS ARCHITECT: PROJECT.SEE PROJECT PLANS AND ELEVATIONS FOR ITEMS SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER IBC&OSSC SECTION 907 LRS Architects,Inc. Byron Balogh:bbaiogh@lrsarchitects.com THAT OCCUR. BUILDING STORIES J HEIGHT; ACTUAL: B:5 STORY,65 FEET 720 NW Davis,Suite 300 Anne Bedney:abedney@lrsarchitects.com 3, SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND/OR Portland,Oregon 97209 ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN Telephone(503)221-1121 LAYOUT. Fax(503)221-2077 4. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY SPACE SERVING CONTRACTOR: MORE THAN ONE EMPLOYEE,ALL RESIDENTIAL AND MULTIPLE BNK Construction Steve Close:Close@BNKConstruction.com EMPLOYEE COMMON SPACES,AND SPACES ACCESSIBLE TO 45 82nd Drive,Suite 52B THE PUBLIC,AS THEY OCCUR PER PROJECT. Gladstone,Oregon 97027 Telephone(503)557-0866 5 CONFORMANCE WITH REQUIRED MOUNTING HEIGHTS.VERIFY ACCESSORY SIZE WITH MANUFACTURER OSURE PROJECT NUMBER: 214120 Fax(503)557-1085 Oregon CCB#107555 6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING FIXTURES. /�// 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS fir!u�ual Of Omaha DESIGNATED ON FLOOR PLANS AS OPENING-PROTECTED WALLS. DRAWING INDEX 8. FLOOR DRAINS: One Embass Centre ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE Y CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR 9020 SW Washington SHEET NAME DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. A001 COVER SHEET AND CODE ANALYSIS Square Road A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE 9. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE A102 SUSPENDED CEILING DETAILS PROVIDED DRAIN HOLES DO NOT EXCEED 1/2"DIA MAXIMUM; Suite 4OJ� A201 CONSTRUCTION PLANS FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION;AND THE COMMON PATH OF EGRESS 99'-6"-THEREFORE OK Tigard, OR 97223 A301 INTERIOR DETAILS ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8'. AREA OF WORK CM 01FT1GM ACCESSIBILITY COMPLIANCE _ a�s�x canB ���� The facility has been surveyed and the following building elements have fix ' j PROJECT LOCATION been found to be in compliance with IBC Chapter 11:and ANSI 117. Penult "a+f vwroar 1.Van-accessible parking. ddress: $ r.. 2.Accessible building entrance(curb ramps). - Suite#It2 xisacatr 3.Accessible route within building floors, ramps, elevators). k't GKBSF%e J ... .5.. _ " Ori t#rre 5:. '�.F. S Asa , Maohstwdaw- �� 4.Accessible restrooms and toilet fixtures. By: rr3 � yes' ,I 5. Accessible telephones. rranscaro O ma ' F� � «u CC OCCUPANCY ranteAark 6. Accessible drinking fountains. {21} 4 y�� -- — rffehtayh. �fa'j, YJP�lorafe:rg=Pd 7.Accessible(visible/audible)fire alarms. OFFICE COPY s swwuif < ^� §WasharSitM'e +sx � - �--- M EXl 1 n ® ® LEGEND FW YAwer E flmy r &Inger K}aq f� R Us Crt, fTs+k -Rtver C*fyr�r f�,nsk i E rrn'€'aHc ' si: tw+aatrt ar'Fz�.ta �,Naivr�. ? iw T T .. Y/oatl a SHEET TITLE: is6x „ > ..„ WeaP EX1�� AREA OF WORK EXIT EGRESS PATH Cover Sheen t i1T d �".,, R=- { �}ai£¢iX S.q�F i.. rr �. a� r.. p� �Ryrdyn5pona Samtihu L7 OCCUPANCY GROUP runCertiee 1 nviN`xax `. � — D PER SECTION 1004 4 �.. wd9q X ROOM OCCUPANT LOA saa z ---- ',r (XX) ACCUMULATIVE OCCUPANT LOAD o i{ + s;• i NA A Harrne bx+neR'a� T&GAFF duFat+ t Asst>naa " �u EXIT SIGN wl INTEGRATED DIRECTIONAL ARROW ` Ev t WHERE OCCURS AT ALL EXITS, EVERY 100'IN E �r CORRIDORS,AND IN SPACES WHERE 2 M ODES OF �4 Fw o :ksusChtahod I. a r EGRESS ARE REQUIRED PER SECTION 1011. REFER i TW, r ( DRAWN BY: AEB raara� CD TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). POCHE INDICATES "EXIT"TEXT SIDE OF SIGN. SIGNS DATE ISSUED: 04.24.14 a `Neereamxtal:, Lake BiNe SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS { SHOWN ON WALL ARE WALL HUNG. v�,y,a ds.�x -,$tang A�aru''� �QS1O=�mdl ,SW bicPomabi Sl �� + Imp otktmr9t Y(iy' Wa �k p N E REQUIRED EXIT a cn c> 2. VICINITY MAP +►� SCALE: NOT TO SCALE 2. OVERALL CODE ANALYSIS PLAN - FOURTH FLOOR C> SCALE: NOT TO SCALE a: SHEET: A001 4 Q MUTUAL OF OMAHA or A, LRS Architects,Inc.©2014 E ai PERMIT SET 04.24. 14 [��SUSPENDED CEILINGS GENERAL NOTES - OREGON STATEWIDE INTERPRETATION PART L SUSPENDED CEILINGS FOR NEW CONSTRUCTION 12.The vertical strut may be EMT conduit,metal studs or a proprietary compression post.(See table below) PART Ill. UPGRADING OF EXISTING CEILINGS (OPTIONAL A R C H I T E C T Referenced Sources Per Hierarchy Maximum recommended lengths for vertical struts: EQUIVALENCY) 720 NW Davis 503.221.1121 IM 1.(OSSC)2010 Oregon Structural Specialty Code(basded on 2009(IBC)International Building Code) Confine acceptance with local:jurisdiction. Suite 300 503 221.2077 along with State Code Interpretation for Section 1613.1 &ASCE 7-05 Section 13.56,effective July 1,2010. EMT conduit Max.Length 2.American Society of Testing Materials.(ASTM C 635,ASTM C 838) 1/2"EMT conduit 5'-10" Portland OR 97209 www.lrsarchitects.com without Seismic Bracing. 3.American Society of Civil Engineers(ASCE 7-05). 3/4"EMT conduit 7'-$" A. Ceilings " 4.Ceilings and Interior Systems Construction Association.(CISCA) 1"EMT conduit 9'-9Where existing ceilings are without seismic bracing,the ceiling system shall be brought into substantial compliance with current code requirements(including compression struts at the center of the splayed wire,attachment of slack wires form light fixtures 5.Northwest Wall and Ceiling Bureau,Suspension Systems for Acoustical Lay in Ceilings-Technical Bulletin 401-Revised 4/07. Metal studs Max.Length and air terminals to the structure,etc.)when a substantial amount(50%or more)of the ceiling the is removed,altered or (NWCB T8401) Single 1 5B"metal stud(20 gage) 12'-0" repaired as part of ageneral-space alteration,or if all the ceiling is removed for washing,painting or replacement,this ���� A. General Com ltanCe With the IBC Back-to-back 156"metal stud(20 gage) 15'-0" requirement does not trigger the need for a closure angle. These upgrades are not required when: `tom p Single 21/2"metal stud(20 gage) 13'-6" 1.Removing portions of tiles or panels and/or grid to alter ductwork,sprinkler pipe,etc. 1.Code and Standards Options: Back-to-back 21/2"metal stud(25 gage) 15'-0" 2.Lateral bracing and fixture attachment will not be required when portions of a ceiling are removed only to facilitate the 4�4 3645 a.Ceiling systems designed for appropriate forces,or installation of sprinkler piping. b.Prescriptive construction for suspended ceiling systems is only allowed in buildings with a seismic importance factor of 1.0,in Note:plenum areas greater than 15'-0"require engineering calculations. ATR' 1A L. NIXON occupancy categories I and 11,per Chapter 16 of the IBC,and as provided below: B. Ceilings without Compression Struts. 1)In Seismic Design Category C,construction in accordance with Oregon standard for seismic zones 0-2. C.Wall Moldings (See details 2, 6 and 9 on sheet Al 02) Where existing ceilings have seismic bracing but do not have compression struts at the center of the splayed wires,the addition 2)In Seismic Design Categories D through F,construction in accordance with CISCA standard for seismic zones 3 and 4 with P "LAND, OR . modifications as noted in ASCE 7-05 standard.The following shall be applicable in addition to the requirements contained in 1. Wall moldings(perimeter closure angles)are required to have a horizontal flange 2 inches wide.One end of the ceiling grid of compression struts will only be required when and where the grid is replaced,altered,raised or lowered. , SCA standards: shall be attached to the wall molding,the other end shall have a 3/4 inch clearance from the wall and free to slide.(Source: CISCA 7-05 section 13.5.6.2.2 item b) The diagrams included with this guide are intended to help clarify for the user some of the requirements specified in the guide. Ar Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral farce bracing,and b)'"Shot-in-anchors"when used as part of the prescriptive path in Seismic Design Categories D,E,&F shall have an ICC-ES These diagrams are not design or construction documents and are intended only to illustrate same of the technical aspects of 'VV 2. Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used to satisfy the the guide. approval for seismic applications and overhead installations and shall require"special inspection"irrespective of the type requirements for the 2-inch closure angle.(see details 3 and 9 on sheet A102) of"occupancy category"the structure is in. 2.Northwest Wall&Ceiling Bureau-Technical Bulletin 401 (NWCB TB 401).(SEE PART 11). 3. The grid shall be attached at two adjacent walls(pop rivets or approved method).Soffits extending to a point at least level with the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be PART IV. GLOSSARY OF TERMINOLOGY FOR THIS DOCUMENT CONSULTANT: In structures classified as occupancy category ryI or Il,suspended ceilings installed in accordance with the prescriptive provisions of equivalent to walls. (REGIONAL TERMINOLOGY MAY VARY NWCB TB 401 are interpreted to comply with the IBC requirements.Part 11 of this document represents the majority of the NWCB TB 4. There shall be a minimum 3/4 inch clearance from the end of the grid system at un-attached walls.(Source:ASCE 7-05 401. section 13.5.6.2.2 item b) CLOSURE ANGLE/MOLDING NWCB TB 401 contains information compiled together from different applicable documents such as ASCE Standard 7-05,IBC 2006, A metal angle or channel fastened to the perimeter wail or partition to support the perimeter ends of an acoustical ceiling ASTM Standard C635 and CISCA.It is available at the following internet address: http://www.nwcb.org/ D. Spreader Bars (See detail 6/A102) grid. 1. Spreader(spacer)bars shall be used to prevent the ends of the main beams and cross tees at perimeter walls from spreading CROSS TEES The following shall be applicable in addition to the requirements contained in NWCB T8401: open during a seismic event.Perimeter wires shall not be in lieu of spreader bars. (Source:CISCA seismic zones 3-4) The cross member that interlock with the main beams,also known as cross runners or cross T-bars. a.Lateral force bracing is required for ceilings over 1000 square feet. DIFFUSER b."Shot-in-anchors"when used as part of the prescriptive path in Seismic Design Categories D,E,&F shall have an ICC-ES 2. Spreader bars are not required at perimeters where runners are attached directly to closure angles. A circular or rectangular metal grill used for the passage of air from a ducted system. ESSENTIAL SERVICE BUILDINGS approval for seismic application and overhead installations and shall require"special inspection"irrespective of the type of An building designed to be used b public agencies as a fire station,police station,emergency operations center,State "occupancy category"the structure is in. 3. Wire tying is an acceptable alternative#o spreader bars. Y 9 g Y P 9 n 9 Y p Patrol office,sheriffs office,or emergency communication dispatch center. 3.Shake Table Testing and Qualification by Experience Under the Adoption of the 2006 IBC. 4. Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall. GRID a.Effective under the adoption of the 2006 IBC,the following two additional options will be available based upon ASCE 7-05 The main beams and cross tees of the suspension system. HANGER WIRE Sections 13.2.5 and 13.2.6: 5. Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used to satisfy the requirements for spreader bars. 10 or 12 gage soft annealed wire used as primary support for the grid system. Also called suspension wires. 1)Shake table testing of components and their supports,to determine their seismic capacities,in accordance with ICC LATERAL FORCE BRACING Acceptance criteria 156.(Section 13.2.5 of the ASCE 7-051.or The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral force bracing consists of vertical struts and splay wires. 2)Seismic qualification by experience data based on nationally recognized procedure.(Section 13.2.5 of the ASCE 7-05.), E. Hanger(Suspension) wires (See details 1, 5 and 11 on sheet Al 02) MAIN BEAM 1.Hanger and perimeter wires must be plumb within 1 in 6 unless(see detail 5/A102)counter sloping wires are provided.(See The primary suspension member supported by hanger wires,also known as the main runner,carrying tee,carrying runner or 4. Suspended ceiling systems in structures classified as Occupancy Category III and IV,shall be required to be"Engineered Design" detail 1 /A102)(Source:ASTM C 636 section 2.1.4) mains. as designed and certified by an Architect or Engineer in the state where the project occurs,and shall be required to have periodic PERIMETER WIRES special inspection of the anchorage to the structure in Seismic Design Categories D,E,and F,in accordance with the provisions of 2.Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center.(Source:ASTM C 636) Hanger wires placed within eight inches of the surrounding walls. the current effective edition of the IBC adopted by the AHJ. PLENUM 3.Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds.(Source: The space above a suspended ceiling. 5. See PART III for optional equivalency for upgrading existing suspended ceiling systems.Part Ill may be allowed with the approval of CISCA zones 3-4) SLACK WIRE the Authority Having Jurisdiction. A 12 gage wire that is not tight or taut. 4.Powder driven shot-in-anchors are an approved method of attachment for hanger wires. SPREADER OR SPACER BAR A bar with notches to prevent the suspension system from separating,also called a stabilizer bar, 5.Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire SPLAY WIRES (see details 1,2 and 6 on sheet A102).(Source:CISCA zones 3-4) Wires installed at an angle rather than perpendicular to the grid. VERTICAL STRUTS PART H. NWCB 401 6.Wires shall not attach to or bend around interfering material or equipment.A trapeze or equivalent device shall be The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression posts, used where obstructions preclude direct suspension.Trapeze suspensions shall be a minimum of back-to-back 1 1/4 seismic pods,seismic struts. Common materials are electrical conduit(EMT),metal studs or proprietary products. The NWCB 401 provides the IBC referenced standards for the installation of suspension systems for acoustical lay-in ceilings. inch cold-roiled channels for spans exceeding 48 inches.(Source:CISCA zones 3-4) incorporation of this document will provide a more uniform standard for installation and inspection.NWCB 401 is designed to accomplish the intent of the International Building Code(IBC)with regard to the requirements for seismic design category D,E and F. Electrical Fixtures (See details 8 and 13 on sheet A102) PROJECT NUMBER: 214120 F for suspended ceilings and related items.Unless supported by engineering,the suspension system shall be installed per the 1. Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure requirements for Seismic Design Category(SDC)D,E and F per the IBC.Manufacturers'recommendations should be followed. above.This wire may be slack.(Source:CISCA seismic zones 3-4) Mutual of Omaha A. General Recommendations 2. Light fixtures weighing more than 10 pounds and less than 56 lbs.shall have two 12 gage wires attached at opposing 1 Partitions comers of the light fixture to the structure above.These wires may be slack. (Source:CISCA seismic zones 3-4) Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be independent of the ceiling splay bracing system.For further information on bracing of non-load bearing 3. Light fixtures weighing more than 56 lbs,shall be supported directly from the structure above.These wires must be taut. partitions,refer to NWCB technical document#201.(ASCE 7-05 item 13.5.8.1.) (Source:CISCA seismic zones 3-4) One Embassy Centre 2. Main Beams 4. Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate 9020 SW Washington All main beams are to be Heavy Duty(HD).(ASCE 7-05 item 13.5.6.2.2a) support without using the ceiling suspension system for direct support.(Source:CISCA seismic zones 3-4) Square Road 3. Deflection Limits 5. Tandem fixtures may utilize common wires. Suite 405 All cross tees shall be capable of carrying the design load without exceeding deflection equal to 1/360 of its span.(C/SCA T/gard, OR 97223 zones 3-4) G. Mechanical Services 1. Terminals or services weighing 20 lbs.but not more than 56 lbs.must have two 12 gage wires connecting them to the ceiling 4. Weight Limitations system hangers or the structure above.These wires may be slack.(Source:CISCA seismic zones 3-4) These recommendations are intended for suspended ceilings including grid, panel or tile,light fixtures and air terminals weighing no more than 4 lbs.per square foot(ASCE 7-05 item 13.5.6.1) 2. Terminals or services weighing more than 56 lbs.must be independently supported directly from the structure above.These wires must be taut.(Source:CISCA seismic zones 3-4) 5. Wire Ties All wire ties are to be three tight turns around itself within three inches.Twelve gage hanger wire spaced 4 foot on center(see H. Seismic Separation Joints (See detail 4/Al 02) detail 1/A102).(ASTM C 636 item 2.3.4) 1. For ceiling areas exceeding 2,500 square feet,a seismic separation joint or full height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system,closure angles and penetrations to provide 6. Ceiling Plane Changes sufficient clearance.(Source:ASCE 7-05 item 13.542.2 d) Changes in ceiling planes require positive bracing.(ASCE 7-05 section 13.5.6.2.2.Item 0 2. The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans.If a seismic separation joint is required by the designer,the designer may use the generic joint detailed in this document or a B. Lateral Force Bracing (See detail 1 /A102 and maximum recommended lengths for proprietary joint.The amount of free movement(gap design)shall be a minimum of 3/4 inch. vertical struts table) 3. in lieu of seismic separation joints,the ceiling may be divided into areas less than 2,500 square feet by the use of partitions 1. Ceilings constructed of lath and plaster or gypsum board,screw or nail attached to suspended members that support a ceiling or soffits as described below: on one level extending from wall to wall shall be exempt from the lateral force bracing requirements.(Source:CiSCA zones a.Partitions 3-4) Where used,partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above. 2. Lateral force bracing is the use of vertical struts(compression posts)and splay wires. (See detail 1/A102) b.Soffits ro Soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and SHEET TITLE: N 3. Lateral force bracing is required for ceilings over 1000 square feet and not required for ceilings less than 144 square feet laterally braced to the structure above.(Detail 10/A102) d provided they are surrounded by four walls and braced to structure. 4. Other than partitions and soffits,seismic joints may not be used as part of afire rated ceiling assembly unless substantiating Suspended Ceiling 4. Lateral force bracing shall be 12 feet on center(maximum)and begin no farther than 6 feet from walls.(Source:CISCA documentation is provided. . seismic zones 3-4) and Light Aa. 5. Seismic splay wires are to be four 12 gage wires attached to the main beam.Wires are arrayed 90°from each other and at an 1. Sprinklers 1. For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch oversize ring,sleeve or adapter through the Installation Guide v angle not exceeding 45°from the plane of the ceiling. (Source:CISCA seismic zones 3-4) ceiling tile to allow free movement of at least 1 inch in all horizontal directions.Flexible head design that can accommodate 1 U, inch free movement shall be permitted as an alternate.(Source:ASCE 7-0513.5.6.2.2.Item e) c 6. Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load,with a safety factor of 2,whichever is greater(see detail 12 I Al 02). (Source:CiSCA zones 3-4) 0 7. "Powder driven shot-in-anchors"when used for seismic application as part of the prescriptive path in Seismic Design DRAWN BY: AEB Categories D,E and F shall have an ICC-ES approval for seismic applications and shall require"special inspection" DATE ISSUED: 04.24.14 o irrespective of the type of occupancy category the structure is in.Anchors for kicker wires(splayed wires installed for purposes other than seismic restraint)are exempt from this requirement. 8. Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. (Source:CISCA seismic zones 3-4) 0 9. Rigid bracing may be used in lieu of splay wires.(Source:ASCE 7-05 section 13.5.6.2.2) R N 10.Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. 11.Vertical struts must be positively attached to the suspension systems and the structure above.(Source:CiSCA 3-4) a SHEET: A101 �r LRS Architects,Inc.©20f4 6i m PERMIT SET 04.24. 14 Lf in WALL MOLDING ARCHITECTS ® 720 NW Davis 503.221.1121 t Suite 300 503 221.2077 6 Portland OR 97209 www.irsarchitects.com 8h"I —/ MIN.450,�1\ !G MIN.450 / /—WALL ® ° SEISMIC \ MN 12 GAGE SPLAYED BRACE ° ° ® ® PER MANUFACTURER JOINT RER a WIRES 4, r �T 3645 r � TRi iA L. NIXON MIN.45° MIN.45° 3M s P LAND, OROF �. 7 k4 3„MAX.TYP. sv o 0 0 0 0 0--- a -o � ° 2x �-b- o -o-s0 0 -a-0 0-8- MIN. ° Q ° ° ° ° lk° 4x CONSULTANT: MIN FLANGE POP RIVET 1. LATERAL FORCE BRACING 2. ATTACHED END OF GRID WALL MOLDING 3. ATTACHED WALL MOLDING ALTERNATE 4. SEISMIC SEPARATION JOINT SECTION SCALE: NTS SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" 12'-0"OC EACH WAY SEPARATE SUPPORT PIPES, ONDUITS ETC,SECURE ALL HANGERS TO BUILDING #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC STRUCTURE.TRAPEZE 2"WALL MOLDING 6'-0"MAX OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC AROUND DUCTS AND OTHER LARGE DESTRUCTIONS. SCREW $"MAX BUILDING STRUCTURE WALL --/f 90, xG� \00 I � SECURE ALL HANGERS TO BUILDING STRUCTURE. -- LATERAL BRACING @ 12'-0" TRAPEZE AROUND DUCTS HIGH-HAT LIGHT FIXTURE PROJECT NUMBER: 214120 O.C.EACH WAY,MAIN AND OTHER LARGE "8 LIGHT FIXTURE SUPPO T RUNNER TO STRUCTURE, OBSTRUCTIONS �'� SUPPORT WIRE TO BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2"FROM STRUCTURE Mutual of Omaha CROSS MEMBER �_ VECTOR CEILING PANEL-- EXPOSED TEE COUNTERSLOPE HANGERS IF °° SPREADER BAR GRID SYSTEM ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OF OR OTHER SUITABLE SYSTEM FLEX HEAD SPRINKLER MEMBERS WITHIN 8"OF PLUMB ° REQUIRED TO KEEP PERIMETER WITH SUPPORT 3/4" PERIMETER COMPONENTS __ One Embassy Centre STRUTF--EXPOSED TEE GRID SYSTEM 9020 SW Washington WIRE @ 1:6 SLOPE AO1�2'O�OCIOACH WAY MIN. MIN.AT ° ° ° ° � _ FROM SPREADING APART UNATTACHED ° ° ° o �0 0 o Square Road SPREADERBAR BETWEEN WALLS ° o 0 _ _ 0 - _ = 0 0 0 0 0 o a o 0 0� o 0 0 0 o n s Sq ALL MEMBERS AT ATTACHED �' ���-- e ° �efl eme -° ------- -- -- ---- — 0 0 o a o 0 SIDE a �' "' Supe 405 r Tigard, OR 97223 5. SEISMIC CEILING ASSEMBLY SECTION 6. UNATTACHED WALL MOLDING 7. ALTERNATE SPRINKLER PENETRATION SECTION 8. LIGHT FIXTURE SECTION- LESS THAN 56 POUNDS SCALE: NTS SCALE: 3"=1'-0" SCALE: NTS SCALE: 3"=1'-0" 13/8" SLACK WIRES PROVIDE SUPPORT FROM HANGER WIRES 3 STRUCTURE .---- A102f� FSLACK WIRES 4.EXI_S_TING_S_STRUCTURE i` + ATTACHED _ _ M BUILDING STRUCTURE HANGER WIRES 3 6 ` CEILING CLIP LIGHT FIXTURE A102 A102 (3)#8 SCREWS @ GLB(1)#8 ^20 GA,6"MTL.STUDS W/1 SCREWS @ 2X PURLINS 3/8"FLANGES CONT. 3 TURNS 20 GA.3 1/Z'MTL STUD W1 3 w 13/$"FLANGE BRACE @ 8'-0" VERTICAL HANGER WIRE w = SHEET TITLE: ¢ (2)#6 SCREWS TYP.AT EACH O.C.W/(3)#8 SCREWS AT EA. STUD. END ATTACHMENT • {+ 45 11. VERTICAL HANGER WIRE ATTACHMENT _ Suspended Ceiling a Q MTL.STUDS @ 24"O.C. SCALE: 3"=1'-0" Details E - o PROVIDE SUPPORT FROM 20 GA.TOP&BOTTOM n STRUCTURE M METAL TRACK UNATTACHED 45 DEG ` GYP BOARD BUILDING STRUCTURE CD 6 DRAWN BY: AEB A102 - __ -_ _ STEEL STRAP 1"WIDE x 2" CEILING HEIGHT AS NOTED =_— _—__ - __ _______ DATE ISSUED: 04.24.14 o ---------------------- — LONG x 12 GAGE MINIMUM 3 TURNS 0 6x VERIFY SUSPENDED CEILING SPLAYED SEISMIC WIRE SYSTEM BRACING U w 9. TYPICAL CEILING GRID LAYOUT PLAN 10. SOFFIT SECTION 12. SPLAYED SEISMIC BRACING WIRE ATTACHMENT N 13. FIXTURE SUPPORT SCALE: NTS SCALE. 1-1/2"= 1'-0" SCALE: 3"=1'-0" SCALE: 34'=V-0" s 0- CL a SHEET: A102 N LRS Architects,Inc, c 2094 E w PERMIT SET 04.24. 14 ARCH I T E C T S 720 NW Davis 503.221.1121 t Suite 300 503 221.2077 D Portland OR 97209 www.irsarchitects.com LEGEND LFT 4,11 AA AA _ EXISTING PARTITION — — L.IGN OFFICE OFFICE OFFICE ! �' } �� NEW BUILDING STANDARD PARTITION �y OFFICE N N OFFICE � yy < 1%� X % N N N �_ _ —�I + + ♦_ N _ N 104" N 105 cV N 108 N 107 N 5 N nrt - -- - - -- - -- - - SEE DETAIL 1 /A301 N 5 T o IN =T 5 " 8 5 " - \ /I �' + �M ( ) � t.-� .l 8 v I iii n ♦ �► ♦ 3f745 ►� /\ ISI i �t 1k L. NIXON 0 o ca a c, / ' ` riu I L ��==_ RELITE PARTITION TAT 5 TAT T �� 4 zo T: - - - T DOOR FRAME&RELITE TYPES Lj�ND, OR N T N 2 } 2 N , T N NEW . OPEN - _ ---- (SEE 31 A30 ) ;OFFICE -._ zN S 1 BREAK I { ,� " 103 i a ;i i it AREA 1 1Of it t�,-.._ r ` It j�.�1 .�,\. `i �'i H 109 ^ V Yr i o ♦ + ♦ ' - _ BELOW ITEMS SHOWN FOR REFERENCE ONLY dV - - — - - - - N ,. '�i N t N I - N x•' r' N E i N i\ Q y 3 r \fit tt'„\?' ' i — .i t' =tJ - FE N-- /\ T + $ SWITCH N{80^ 102 101 < _� - - — - - - - - - - --gNo" IT r " 10102 T 5 " 6 - a \ /+�^ 20'-91/2" 4-0 n i n n N DUPLEX OUTLET CONSULTANT: N_ CONF ILL __ _ ALIGN aD 6 8 -- - — -- - -- -- -- -- ROOM o RECEPTION - " 101 N " 100 r.. a: 7 N N viii �, - i I vvi I vv// - 7 - - -- - 2 QUAD OUTLET N 2 N __ ° \\ /!\\ -- — IPI Q FLOOR OUTLET T " ALIGN SMI N N+72^ 6'-7" + - - - CIA 0 ♦ } E EXISTING _ _ _ -- N NEW A_dN: Lu STORAGE - - N I 110 + __ _ �- �►- _ ♦ ♦ -�'- _. _ T FE FIRE EXTINGUISHER _ LIGN - a ------T -�--� T - 2X4 ACOUSTICAL SUSPENDED CEILING W N N 1. FLOOR PLAN 2. DEMOLITION REFLECTED CEILING PLAN 3. REFLECTED CEILING PLAN V\j HVAC SUPPLY SCALE: 1/8"= V-0" SCALE: 1/8"= V-0" SCALE: 1/8"= V-0" z HVAC RETURN FLOOR PLAN GENERAL NOTES DEMOLITION RCP GENERAL NOTES RCP GENERAL NOTES EXISTING BUILDING STANDARD LIGHT FIXTURE Q PROVIDE NEW OR RELOCATED BUILDING 1. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. ADVISE ARCHITECT OF ANY 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR STANDARD 2x2 OR 2x4 LIGHT FIXTURE DISCREPANCIES PRIOR TO CONSTRUCTION. REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO �-� �`�--%'� EXISTING LIGHT FIXTURE TO BE REMOVED OR 2. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA&SWITCHES SHOWN FOR ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO V_ a' '�- RELOCATED %<� i CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB - ---�' REFERENCE ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR COMPLETION. COMPLETION. Q WALL WASHER REVIEW PRIOR TO CONSTRUCTION, 3. SOUND CAULK ALL WALL/GLASS&WALUMULLION JOINTS. 2. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS SHOWN FOR 2. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS SHOWN FOR REFERENCE ONLY, VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO Q Qtr EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) 4. REMOVE EXISTING FLOORING AND BASE AND PROVIDE NEW FLOORING&BASE AND REPAINT ENTIRE ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO SUITE UNLESS OTHERWISE NOTED. FOR ALL FINISH INFORMATION REFER TO MUTUAL OF OMAHA CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. SPRINKLER DRAWINGS"PORTLAND-DO-RELOCATION"DATED MARCH 5,2014. 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. ® SPEAKER 5. WHERE NEW DOORS, FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING BUILDING STANDARD TYPE,SIZE,FINISH&COLOR. TOUCH UP EXISTING FRAMES&DOORS WHERE NEEDED TO APPEAR AS 4. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. 4, REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. NEW. 5. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. 5. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. PROJECT NUMBER: 214120 6. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. 7. PROVIDE ONE ELECTRICAL AND ONE DATA OUTLET AT EACH WORKSTATION. WORKSTATIONS SHOWN 6. SALVAGE ALL REMOVED LIGHTS FOR REUSE WHENEVER POSSIBLE. 6. REUSE SALVAGED LIGHT FIXTURES WHENEVER POSSIBLE. ARE FOR REFERENCE ONLY. COORDINATE WITH TENANT FOR EXACT WORKSTATION LAYOUT PRIOR Mutual of Omaha TO CONSTRUCTION. ��aa �+ �+ 8. REMOVE BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL PRIOR TO JOB DEMOLITION RCP KEYNOTES RCP KEYNOTES COMPLETION.REPAIR AND/OR REPLACE ANY MISSING AND/OR DAMAGED WINDOWCOVERINGS TO j� One EmbassyCentre MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE=AREA OF WORK. REMOVE AND SALVAGE EXIT SIGNAGE FOR REUSE WHENEVER POSSIBLE-REFER TO 31 A201. \_'_/ PROVIDE EXIT SIGNAGE AS REQUIRED. 2 T 9424 SIN Washington REMOVE AND SALVAGE SPEAKERS, PROVIDE NEW HVAC REGISTERS TO MATCH EXISTING AS REQUIRED,TYPICAL. Square Road Suite 445 FLOOR PLAN KEYNOTES Tigard, OR 97223 D INSTALL CENTERLINE OF WALL AT CENTER OF WINDOW MULLION. SEE DETAIL 2/A301. 02 PROVIDE T-0"OF BLOCKING AT CENTER OF THIS WALL. SEE INTERIOR ELEVATION ON 41 A301. Q PROVIDE 4'WIDE x 3/4"THICK PLYWOOD FROM FLOOR TO CEILING ALONG THIS WALL. PAINT PLYWOOD TO MATCH WALL COLOR. PROVIDE BUILDING STANDARD ADA COMPLIANT PLASTIC LAMINATE UPPER AND LOWER CASEWORK, COUNTERTOP,AND SINK. PROVIDE WATERLINE FOR TENANT PROVIDED WATER COOLER AND UNDERCOUNTER REFRIGERATOR. PROVIDE ONE(1)20 AMP OUTLET AT TENANT PROVIDED WATER COOLER AND ONE(1)20 AMP OUTLET AT TENANT PROVIDED UNDERCOUNTER REFRIGERATOR.SEE INTERIOR ELEVATION ON 51 A301. PROVIDE LOCKING HARDWARE FOR THIS DOOR. PROVIDE 20 AMP DEDICTED OUTLETS FOR TENANT PROVIDED COPIER AND EQUIPMENT. 7T PROVIDE POWER AND BLOCKING IN WALL FOR TENANT PROVIDED TELEVISION. COORDINATE WITH TENANT FOR EXACT LOCATION PRIOR TO CONSTRUCTION. T� PROVIDE COVER OVER EXISTING FLOOR OUTLET FOR POSSIBLE FUTURE USE-VERIFY WITH LANDLORD. PREPARE AREA AS REQUIRED FOR FLOOR FINISH. PROVIDE FIRE EXTINGUISHER AS REQUIRED. SHEET TITLE: a Construction Plans N C E N tl. q� S C O +n M_ q7 E V O b DRAWN BY: AEB M m DATE ISSUED: 04.24.14 E a 0 m 'S u> 0 v m cn ca w 0 _N b' C O a SHEET: A201 d N LRS Architects,Inc.O 2014 E 0 d PERMIT SET 04.24. 14 NOTES: A R C H I T E C T 1, REFER TO MUTUAL OF OMAHA DRAWINGS,"PORTLAND-DO-RELOCATION"DATED 720 NW Davis 503.221.1121 L91 PROVIDE(2)#8 SHEET METAL MARCH 5,2014 FOR ALL FINISH INFORMATION AND SCHEDULES. SCREWS AT EA.BRACE 10 T-O" 31-0- it Suite 300 503 221.2077 D ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO BACKER RODS MEMBER TYP, STRUCTURE @ 8'-0-O.C. AND CLEAR SEALANT EXISTING WINDOW MULLION Portland OR 97209 www.Irsarchitects.com PROVIDE 2"X 1/8'LIGHT&SOUND PROVIDE CORNER BEAD 0 EQ. SEALING GASKET CONTINUOUS &PAINT ON WINDOW SILL BELOW EQ. BETWEEN WALL&CEILING Z cr SIDE OF WALL END, F— TYPICAL Ln U) x x VERIFY HEIGHT ..................----............... .... ............------------- ...... ...................-............ ........ ........... w .,,EXISTING CEILING — - -------- 0 N. % :c 0 200 BLOCKING 3645 9 PRAA PROVIDE(2)FASTENERS @ EA. Ilk BETWEEN Ail BRACE STUD CONNECTION TO TOP STUDS ViVIL. NIXON OF WALL STUD PROVIDE SOUND BATTING ABOVE CEILING TILES AT LEAST 2'-W ON EITHER SIDE OF WALL AT ALL CONFERENCE ROOMS AND SINGLE OPENING SINGLE OPENINGr L _J AND, OR 3-5/8"25 GA.(362SI 25-18)MTL OFFICES VGLAZING WITH FLUSH FULL PANEL WITH STUDS @ 24"O.C.WITH 5/8'GYP. PARTITION TYPE AS PANEL LOUVER 3'-0" OF BD.EACH SIDE. PROVIDE 3"SOUND SCHEDULED NOTES: b ATTENUATION BATT INSULATION FRICTION FIT IN STUD SPACE ANDV-,- ACOUSTIC SEALANT @ CEILING 1. ALL NEW FRAMES TO MATCH EXISTING BUILDING STANDARD UNLESS OTHERWISE NOTED j-,T.O.FIN.FLR. ------A POWDER DRIVEN ANCHOR CENTER OF MULLIION TO lip -—-—-—- AT 2'-0"O.C.THRU MTL. ALIGN WITH CENTER OF 2. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD CONSULTANT: BASE ON BOTH SIDES AS STUD TRACK,UON PARTITION DOOR TYPE AND FINISH. SPECIFIED 3. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE EXISTING SLABih, ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. 1. BUILDING STANDARD PARTITION 2. WALL TO MULLION DETAIL 3. DOOR & FRAME TYPES 4. CONFERENCE ROOM 101 ELEVATION SCALE: 112"= V-0" SCALE: 3"= 1'-0" SCALE. 114"= 1'-0" SCALE. 114"= 1'-0" 0. 2'-1"U.O.N. --------- e- CLEAR SILICONE CAULK AT SEAM CLEAR SILICONE CAULK AT SEAM(TYP) lo ol Z-1-U.O.N. (TYP) CONTINUOUS V-0"U.O.N. PLASTIC LAMINATE COUNTERTOP&SPLASH CHROME ACCESSIBLE FAUCET 7-11 1/2" FRENCH CLEAT AT ALL EXPOSED SURFACES&EDGES(SEE ADA COMPLIANT STAINLESS 3 EQ.CABINETS 4 oil WHITE INTERIOR w/ 1" ELEVATION)OVER 3/4 SUBSTRATE STEEL KITCHEN SINK ADJUSTABLE SHELVES(TYP) A PLASTIC LAMINATE COUNTERTOP &SPLASH AT ALL EXPOSED A301) A it EXISTING CEILING 1�j 6"DRAWERSURFACES&EDGES(SEE PLASTIC LAMINATE AT ALL EXPOSED& Z, ELEVATION)OVER 3/4" SEMI-EXPOSED SURFACES OVER 3/4" MEDIUM-DENSITY FIBERBOARD SUBSTRATE;SELF EDGE 4"WIRE PULLS,BRUSHED MADE W/EXTERIOR GLUE. ALUMINUM(TYP) C14 4-WIRE PULLS,BRUSHED WHITE INTERIOR(TYP) PLASTIC LAMINATE AT ALL ALUMINUM SEMI-EXPOSED SURFACES OVER .0 — 3/4"SUBSTRATE;SELF EDGE PLASTIC LAMINATE OVER 3/4" 9 w SUBSTRATE REMOVABLE BASE 04 WHITE INTERIOR wl ADJUSTABLE 04 BLACK HEAT 0 CABINET DOORS W/ FULLY PROJECT NUMBER: 214120 L SHELVES(TYP) Z CONCEALED EUROPEAN HINGE & IF 41'WIRE PULLS,BRUSHED PROOF WRAP 41 __ z VERIFY SPACE BASE AS SPECIFIED;REFER TO QUICK SNAP OFF CAPABILITY , i H20 ALUMINUM(TYP) @ EXPOSED �,) U.C. REQUIREMENTSELEVATION PIPING 04 WHITE INTERIOR(TYP) Mutual of Omaha C14 REF OF WATER T.O.FIN.FLR. COOLER WITH TENANT PRIOR TO F One Embassy Centre T.0_FIN.FLR T 0,FIN.FLR '0 1) �A301 CONSTRUCTION y (A3 9020 SW Washington T-0" 2'-9- T-0- 'MIN.CL CONTINUE FLOOR FINISH Square Road UNDER CABINET AT SINK, SEE FLOOR PLAN Suite 405 5. BREAK AREA 109 ELEVATION 6. TYPICAL UPPER CABINET 7. LOWER CABINET W1 DRAWER & DOOR 8. , TYPICAL LOWER CABINET wl SINK Tigard., OR 97223 SCALE. 114'= V-0" SCALE. 1"= V-0" SCALE. I"= 1'-0" SCALE. V'= 1'-0" SHEET TITLE: Interior Details in DRAWN BY: AEB DATE ISSUED: 04,24.14 O cQi CL < SHEET: A301 t CN E LRS ArrMects,Inc.®2014 PERMIT SET 04.24. 14