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BUP2014 00207 =SIGN G it? lcl L/PHFCFIVFD !` `n i4 CITYUP-iib f7S ONE EMBASSY CENTRE 720 NW Davis 503.221.1121 19 Suite 300 503 221.2077 p Portland OR 97209 www.Irsarchitects.com 9020 SW WASHINGTON SQ1 1A moftE � OAD �0 �+ 3645 r'3 L. NIXON TIGARD,, 0REGUA0%kN 97221 PO T AND, OR�. PERMIT SET 09,r02jff 14 of CJV9 CONSULTANT: PROJECT DIRECTORY _ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS OCCUPANT LOAD AND EGRESS BUILDING CODE REQUIREMENTS AND_DA.TA - _ .. ._... PROPERTY OWNER: I. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. TABLE 1004.1.2 OCCUPANT LOAD PROJECT LOCATION: ' 9020 SW WASHINGTON SQUARE ROAD, SUITE 170 Wyse Investment Services Company Andy James:AJames@Wyselnvestment,com DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE TIGARD, OR 97223 1501 SW Taylor Street,Suite 100 Kathi Pearce:KPearce@Wyselnvestment.com HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. Office Area: 3,307 SF --> (3,307 SF)/(100 grossSFlocc.) = 34 occ. Conference Rooms: 483 SF 483 SF / 15 rossSF/occ. 33 occ. Portland,Oregon 97205 ' ( ) ( g ) _ - __ ........, 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THiS PROJECT SEE PROJECT PLANS AND PROPERTY ID: 1 S126BC01506, R2007147 Telephone (503)294-0400 ELEVATIONS FOR ITEMS THAT OCCUR. Total Occupant Load: 3,790 Net SF --> 67 occ. Fax (503)227-2507 Actual Occupant Load: Actual SF/occ.--> (3,790 SF)I(67 occ.) = 56.57 SF/occ. APPLICABLE BUILDING CODE: 20 10 OREGON STRUCTURAL SPECIALTY CODE 3. SEE ARCHITECTURAL PLANS FOR ACGESSIBILITYAND/OR ADAPTABILITY CONFORMANCE IN THE BUILDING AGENCY/JURISDICTION: CITY OF TIGARD ARCHITECT. HORIZONTAL PLAN LAYOUT. TABLE 1014.1 LRS Architects, Inc. Byron Balogh:bbalogh@lrsarchitects.com PROJECT SCOPE OF WORK., NON-STRUCTURAL INTERIOR IMPROVEMENTS 4. CONFORMANCE TO FiXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY SPACE 720 NW Davis,Suite 300 Anne Bedney:abedney@lrsarchitects.com SERVING MORE THAN ONE EMPLOYEE,ALL RESIDENTIAL AND MULTIPLE EMPLOYEE COMMON Minimum Number of Exits Required: 67 occ. >50, Therefore Min. Two(2)Exits Required. TOTAL NEW BUILDING AREA: NONE I Portland,Oregon 97209 SPACES,AND SPACES ACCESSIBLE TO THE PUBLIC,AS THEY OCCUR PER PROJECT. Number of Exits Provided: Two(2). !� Telephone(503)221-1121 TOTAL TENANT GROSS AREA: 3,790 SF (� � 5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WiTH REQUIRED Travel Thru Intervening Rooms(Section ZONING: MUC-MIXED USE COMMERCIAL Fax(503)221-2077 MOUNTING HEIGHTS. 1014.2): Allowed thru accessory areas only. GENERAL CONTRACTOR: 6, PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING FIXTURES. TABLE 1005.1 BUILDING CODE AREA CALCULATIONS Portland Construction Solutions 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS DESIGNATED ON FLOOR PLANS AS Egress Width per Occupant: (67occ.)x(0.20)= 13.40 inches NOTES: - b 14915 SW 72nd Avenue OPENING-PROTECTED WALLS. 1, SEE CODE ANALYSIS PLAN FOR ACCOMPANYING INFORMATION. CODE INFORMATION INDICATED i,,""PFO`iia ij °%`' "E Portland,Oregon 97224 Actual Exit Width: 72 inches--O.K. BELOW ONLY LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE D a-t , 8. FLOOR DRAINS: REQUIREMENTS. Telephone(503)908-0822 ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE Fax(503)914-6680 ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. SECTIONS 101-3& 1015 ! a -a a. Oregon CCB#174542 2. NON-SEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH SECTION 9, EXCEPTION. DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT Maximum Tra-el Distance Allowed. Maximum Allowed Common Path of Egress= 100-ft. 508.3. EXCEED 1/2"DIA. MAXIMUM;FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION,•AND THE Actual Provided=27'-0", therefore O.K. EXISTING OCCUPANCY GROUPS: B DRAWING, INDEX ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 118". Maximum Travel!distance to Exit: Maximum Allowed Travel Distance to Exit=300-ft. OCCUPANCY GROUPS:(CHAPTER 3): B Actual Provided=85=0'; therefore O.K. SHEET NAME ACCESSIBILITY COMPLIANCE CONSTRUCTION TYPE: PROJECT NUMBER: 214203 A001 COVER SHEET AND CODE ANALYSIS The facility has been surveyed and the following building elements have been QFFICE COPY EXISTING: TYPE AB, WITH FIRE SPRINKLERS THROUGHOUT found to be in compliance with IBC Chapter 11:and ANSI 117. Pioneer Design A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE C��d��G�� �, � _ � BASIC ALLOWABLE FLOOR AREA: 8; UNLIMITED A102 SUSPENDED CEILING DETAILS 1. Van-accessible parking. ( � F.D F©8 CODE COMl'UMM j1EFE��1 (TABLE 503, SEC.503): 2.Accessible buildin entrance curb ramps). ��.®u A201 FLOOR PLANS 3.Accessible route within building(floors, ramps, elevators). App t 1 Fire Sprinkler -)< p 4.Accessible restrooms and toilet fixtures. AREA MODIFICATIONS: A202 REFLECTED CEILING PLAN 5.Accessible telephones. QTCt ,�, Fire Alarm .,Z„ INCREASE NOT NECESSARY AND NOT CALCULATED Mechanical X (SEC. 506): 6.Accessible drinking fountains. Permit$� _� plumbing A301 INTERIOR DETAILS 7.Accessible(visible/audible)fire alarms. BUILDING STORIES/HEIGHT: Addr� 02 „ ►ter � 2�. Electrical One Embassy Centre A302 INTERIOR DETAILS Truss Engineering ,�,,,� ALLOWABLE(SEC 503, 504): B: 11 STORY, 160 FEET suite d 9020 SW Washington Shop Drawing �,,.... DEFERRED SUBMITTALS - DESIGN BUILD BUILDING CODE AREA AND MISC REQUIREMENTS BY% Aat� Other .--- ACTUAL:BUILDINSTORIES/HEIGHT: B:5 STORY, 65 FEET Square Road, Suite 170 v Tigard, OR 97223 ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS TYPE OF CONSTRUCTION: TYPE 1-B - MECHANICAL SYSTEMS SPRINKLER SYSTEMS FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 2 HR ( 0,-) ` EXTERIOR BEARING WALLS 2 HR /� PLUMBING SYSTEMS EGRESS LIGHTING INTERIOR BEARING WALLS 2 HR �I ` �C] c EXT. NONBEARING WALLS TABLE 602 AREA OF WORK -� - _,, INTERIOR NONBEARING WALLS 0 HR - FLOOR/CEILING 2 HR _ ROOFICEILiNG 1 HR - PENETRATIONS: (SEE PENETRATION DETAILS AND ALL WALLS AND FLOOR AND ROOF/CEILING PROJECT LOCATION MECHANICAL PLANS FOR LOCATIONS) ASSEMBLIES € u wucrnan EXIT ACC X22 { OPENING PROTECTION; (SEE PLANS FOR (OPENINGS ARE DEFINED AS DOORS, E REMOTEPOINTPER TABLE 1016.1: ttarr nrdv+eo rfr 1., '. a) 1 LOCATIONS) WINDOW,AND DUCTS(REFERENCE OSSC ALLOWED DISTANCE: 300'MAX.LENGTH(SPRINKLERS PROVIDED) - Ataurrshaduw I_,..... �.,.. { park 715 FIRE ASSEMBLY)SEE DOOR AND ACTUAL DISTANCE=85'-0" . - - - -- - - -- -' WINDOW SCHEDULES SEE MECHANICAL t _-- )04 amtr.Par6 COMMON P - k TRAVEL DISTANCE FROM MOST ---__- DRAWINGS FOR SMOKE AND FIRE DAMPERS r ATH - ,-...---_. SVt i'atlara Fr"}r KGt ff REMOTE POINT BEFORE TWO WAYS PROVIDED - C{ry� �f vassr aa � 100' ; L ._ - ® .,.. - J SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER IBC& OSSC SECTION 907 MAX..(SPRINKLERED)PER SECTION 1014.3 EXCEPT. 1; 1- i �, � ,,_ , « k ' SW ACTUAL DISTANCE-27'-0" I 34 (67) MINIMUM DISTANCE ALLOWED BETWEEN EXITS SHEET TITLE: N sazues kurp s: y'R Ua naeirgir t2tGktrn � - 11 ry ;, k SECTION 1015.2.1 (NON-SPRINKLERED): - - - 6r°> ALLOWED DISTANCE: - _ Lir tir�cWir ,a+rraacn . arryti.Far3��,,; PER " I € ra� NCE: 88'0"(DIAGONAL DISTANCE) =44 0 MIN. Cover Sheet ACTUAL DISTANCE 65 0 �- - I�dStB �� �..._.._. .., _ Matarrat I Ratk Hate LEGEND "n RRy 4 :hamotu. 5 F rt,fWl s a sacrtw s . AREA OF WORK - G \` -- 'cmae EXIT EGRESS PATH ����_� J_ t� raaa3� a ROOM OCCUPANT LOAD PER SECTION 1004 � j YEcnRp autaaens r- DRAWN BY: CL ro + 1 AEB " (XX) ACCUMULATIVE OCCUPANT LOAD C ` SwFaGO pow air *PGa ' ,�, FrMu» y lheduirh6i' RtNnse9t ® ®�, EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW DATE ISSUED: 09.02.14 _a it WHERE OCCURS AT ALL EXiTS, EVERY 100'IN PalkCORRIDORS,AND IN SPACES WHERE 2 MODES OF EGRESS ARE REQUIRED PER SECTION 1011. (REFER o �,,,d,�,.&fkiansd �: TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). watvsxns• x" ruse ay POCHE INDICATES "EXIT"TEXT SIDE OF SIGN. SIGNS �� - "" Wife "" ,; SHOWN iN CORRIDORS ARE CEILING HUNG, SIGNS 9ar:rtaF' k'. Lak ttarxyju x SHOWN ON WALL ARE WALL HUNG, (a ❑--- - -- -- REQUIRED EXIT ��� - - - �- ❑ N E 1. VICINITY MAP 2. OVERALL CODE ANALYSIS PLAN - FIRST FLOOR SCALE: NOT TO SCALE CL SCALE. 1/16"= 1=0" SHEET: A001 r LRS Architects,Inc.©2014 d s ro m a m PERMIT SET 49,®2. 14 SUSPENDED CEILINGS GENERAL NOTES - OREGON STATEWIDE INTERPRETATION PART 1, SUSPENDED CEILINGS FOR NEW CONSTRUCTION 12.The vertical strut may be EMT conduit,metal studs or a proprietary compression post. (See table below) PART 111. UPGRADING OF EXISTING CEILINGS (OPTIONAL A R C H I T E C T S Referenced Sources Per Hierarchy Maximum recommended lengths for vertical struts: EQUIVALENCY) 720 NW Davis 503.221.1121 T 1.(OSSC)2010 Oregon Structural Specialty Code(basded on 2009(IBC)International Building Code) EMT conduit Max. Length Confirm acceptance with local jurisPortland OR 97209 www.lrsarchi#ects.comdiction. Suite 300 503 221.2077 D along with State Code Interpretation for Section 1613.1 &ASCE 7-05 Section 13.56,effective July 1,2010. 1!2"EMT conduit 5'-10" 2.American Society of Testing Materials.(ASTM C 635,ASTM C 636) 3.American Society of Civil Engineers(ASCE 7-05). 3/4"EMT conduit 7'-8" A. Ceilings without Seismic Bracing. 4.Ceilings and Interior Systems Construction Association.(C/SCA) 1"EMT conduit 9'-9" Where existing ceilings are without seismic bracing,the ceiling system shall be brought into substantial compliance with current 5.Northwest Wall and Ceiling Bureau,Suspension Systems for Acoustical Lay in Ceilings-Technical Bulletin 401-Revised 4/07. code requirements(including compression struts at the center of the splayed wire,attachment of slack wires form light fixtures (NWGB T8401) Metal studs v� Max.Length and air terminals to the structure,etc.)when a substantial amount(50%or more)of the ceiling tile is removed,altered or Single 1 5B"metal stud(20 gage) 12'-0" repaired as part of a general space alteration,or if all the ceiling is removed for washing,painting or replacement,this A. General Compliance with the IBC Back-to-back 15,8"metal stud(20 gage) 15-0" requirement does not trigger the need for a closure angle. These upgrades are not required when: Single 2 1/2"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 2112 metal stud(25 gage) 151-01, 2.Lateral bracing and fixture attachment will not be required when portions of a ceiling are removed only to facilitate the a.Ceiling systems designed for appropriate forces,or installation of sprinkler piping. & 3645 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. PATRkl), 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 A102 2)In Seismic Design Categories D through F,construction in accordance with CISCA standard for seismic zones 3 and 4 with g ' ) Where existing ceilings have seismic bracing but do not have compression struts at the center of the splayed wires,the addition 1. Wall moldings(perimeter closure angles)are required to have a horizontal flange 2 inches wide.One end of the ceiling modifications as noted in ASCE 7-05 standard.The following shall be applicable in addition to the requirements contained in g (p g ) q g g grid of compression struts will only be required when and where the grid is replaced,altered, raised or lowered.CISCA 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:a)Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral force bracing,and ASCE 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.b "Shat-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 some of the technical aspects of OF approval for seismic applications and overhead installations and shall require"special inspection"irrespective of the type 2. Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used to satisfy the the guide. of"occupancy category"the structure is in. requirements for the 2-inch closure angle. (see details 3 and 9 on sheet Al 02) 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 In structures classified as occupancy category I or 11,suspended ceilings installed in accordance with the prescriptive provisions of equivalent to walls. REGIONAL TERMINOLOGY MAY VARY CONSULTANT: NWCB TB 401 are interpreted to comply with the IBC requirements.Part II of this document represents the majority of the NWCB TB 401. 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 NWCB TB 401 contains information compiled together from different applicable documents such as ASCE Standard 7-05, IBC 2006, section 13.5.6.2.2 item b) CLOSURE ANGLE/MOLDING ASTM Standard C635 and CISCA. It is available at the following internet address: A metal angle or channel fastened to the perimeter wall or partition to support the perimeter ends of an acoustical ceiling http://www_ nwcb.or / 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 TB401: 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. approval for seismic application and overhead installations and shall require"special inspection"irrespective of the type of ESSENTIAL SERVICE BUILDINGS "occupancy category"the structure is in. 3. Wire tying is an acceptable alternative to spreader bars. Any building designed to be used by public agencies as a fire station,police station,emergency operations center,State 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. 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 HANGER WIRE 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 7-05}.or The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral force bracing 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) consists of vertical struts and splay wires. 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 11 Al 02)(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 the current effective edition of the IBC adopted by the AHJ. 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. 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 111 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. PART 11, NWCB 401 VERTICAL STRUTS 6.Wires shall riot 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 1 114 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: 214203 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.ThiF wire may be slack. (Source:CISCA seismic zones 3-4) 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 Pioneer oneer Design 1. Partitions comers of the light fixture to the structure above.These wires may be slack. (Source:CISCA seismic zones 3-4) roup Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. V 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) 2. Main Beams 4. Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate One Emboss Centre 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) y 3. Deflection Limits 5. Tandem fixtures may utilize common wires. 9020 SW Washington All cross tees shall be capable of carrying the design load without exceeding deflection equal to 1/360 of its span. (CISCA Square Road, Suite 170 zones 3-4) G. Mechanical Services Tigard, OR 97223 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 5. Wire Ties wires must be taut. (Source:CISCA seismic zones 3-4) 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/A102 detail 11 Al 02).(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 6. Ceiling Plane Changes shall be provided unless analyses are performed of the ceilings bracing system,closure angles and penetrations to provide Changes in ceiling planes require positive bracing.(ASCE 7-05 section 13.5.6.2.2.Item t) sufficient clearance. (Source:ASCE 7-05 item 13.5.6.2.2 d) 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 2. Lateral force bracing is the use of vertical struts(compression posts)and splay wires. (See detail 1/A102) independently braced to the structure above. N b.Soffits Soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and SHEET TITLE: Q 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!Al 02) N 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 a fire rated ceiling assembly unless substantiating Suspended ed Ceiling 4. Lateral force bracingshall be 12 feet on center maximum and begin no farther than 6 feet from walls. Source:CISCA (maximum) g ( documentation is provided. and Liht a seismic zones 3-4) 1. Sprinklers g 5. Seismic splay wires are to be four 12 gage wires attached to the main beam.Wires are arrayed 900 from each other and at an 1. For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch oversize ring,sleeve or adapter through the Installation Guide U angle not exceeding 45°from the plane of the ceiling. (Source:CISCA seismic zones 3-4) ceiling the to allow free movement of at least 1 inch in all horizontal directions. Flexible head design that can accommodate 1 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 inch free movement shall be permitted as an alternate. (Source:ASCE"1-0513.5.6.2.2,turn e) E not less than 200 pounds or the actual design load,with a safety factor of 2,whichever is greater(see detail 12/Al 02). (Source:CISCA zones 3-4) S M 7. "Powder driven shot-in-anchors"when used for seismic application as part of the prescriptive path in Seismic Design DRAWN BY: AEB 0 Categories D, E and F shalt have an ICC-ES approval for seismic applications and shall require"special inspection" DATE ISSUED: 09.02.14 irrespective of the type of occupancy category the structure is in.Anchors for kicker wires(splayed wires installed for purposes 0 other than seismic restraint)are exempt from this requirement. a 8. Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. (Source:CISCA seismic w zones 3-4) 0 M N 9. Rigid bracing may be used in lieu of splay wires.(Source:ASCE 7-05 section 13.5.6.2.2) 10.Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. n: 11.Vertical struts must be positively attached to the suspension systems and the structure above. (Source:CISCA 3-4) E _d N SHEET: A101 E CL LRS Architects,Inc.©2014 m c v m A ca PERMIT SET 09.02. 14 WALL MOLDING ARCH I T E C T S ® 720 NW Davis 503.221.1121 S5� �I Suite 300 503 221.2077 D Portland OR 97209 www.irsarchitects.com WALL M MIN.45°Z ° q�- MIN.45° ° ° ° 12 GAGE SPLAYED BRACE ® ° SEISMIC SEPARATION JOINT 3"MAX WIRES ° a Q �,� ® PER MANUFACTURER 8645 i � _F FA Rr A �. I�EIXflN MIN.45° MIN.45° � . t� o o T AND, OR .�. 7 ° �\ o 0 2M / j / i 3"MAX,TYP. N (� ° ° ° /8 \ o V + � O O O -- ------- -00-- --O O O 2„ o-o o - a-�d -------- - -- - -- - ------- - MIN. 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" 01 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 6'-0"MAX OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OG AROUND DUCTS AND OTHER 2"WALL MOLDING LARGE DESTRUCTIONS. SCREW 8"MAX BUILDING STRUCTURE WALL 90° �P�' �1 CSO ° ° SECURE ALL HANGERS TO BUILDING STRUCTURE. D �� LATERAL BRACING @ 12'-0" TRAPEZE AROUND DUCTS O.C. EACH WAY,MAINAND OTHER LARGE HIGH-HAT LIGHT FIXTURE PROJECT NUMBER: 214203 RUNNER TO STRUCTURE, OBSTRUCTIONS B LIGHT FIXTURE SUPPO T BEGIN BRACING WITHIN 6STRUCTURE Pioneer Design SUPPORT WIRE TO OF PERIMETER AND 2"FRO M 7 CROSS MEMBER a° VECTOR CEILING PANEL EXPOSED TEE COUNTERSLOPE HANGERS IF SPREADER BAR ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OF ® OR OTHER SUITABLE SYSTEM GRID SYSTEM Group MEMBERS WITHIN 8"OF PLUMB ° REQUIRED TO KEEP / -FLEX HEAD SPRINKLER PERIMETER WITH SUPPORT COMPRESSION STRUT 2" 3/4" ° ° PERIMETER COMPONENTS % EXPOSED TEEGRID SYSTEM O WIRE @ 1:6 SLOPE AT 12'-0"OC EACH WAY MIN.AT ° ® FROM SPREADING APART MIN. UNATTACHED ° One EmbassyCentre SPREADER BAR BETWEEN WALLS ° ° ° 0 0 o a �o SIDE ALL EMBERS AT ATTACHED (� � -o� oevo., 400 ae .> 06 0 0 0 0� a o 0 0 0 0 Washington 0 9020 SW IV i Square Road, Suite 170 5. SEISMIC CEILING ASSEMBLY SECTION 6. UNATTACHED WALL MOLDING 7. ALTERNATE SPRINKLER PENETRATION SECTION 8. LIGHT FIXTURE SECTION- LESS THAN 56 POUNDS Tigard, OR 97223 SCALE: NTS SCALE: 3"=1'-0" SCALE: NTS SCALE: 3"=1'-0" - 13/8" - SLACK WIRES 3 - -PROVIDE SUPPORT FROM A102 STRUCTURE HANGER WIRES I EXISTING STRUCTURE ++. SLACK WIRES ATTACHED -�_ ING STRUCTURE -- BUILDING STRUCTUREHANGER WIRES 3 g CEILING CLIP A102 A102 (3)#8 SCREWS @ GLB(1)#8 -- / 20 GA,6"MTL.STUDS W/1 LIGHT FIXTURE AX I SCREWS @ 2X PURLINS 3/8"FLANGES CONT. 3 TURNS 3 20 GA.31/2"MTL STUD W/ N� w T 13/8"FLANGE BRACE @ 8'-0" - VERTICAL HANGER WIRE QST D SCREWS TYP.AT EACH O.C.W/(3)#8 SCREWS AT EA. SHEET TITLE: Q Q � END ATTACHMENT + 11, HANGER VERTICAL WIRE ATTACHMENTSuspended Ceiling E __ MTL.STUDS @ 24"O.C. SCALE: 3"=1'-0" Details PROVIDE SUPPORT FROM 20 GA.TOP&BOTTOM ��----� STRUCTURE METAL TRACK ` UNATTACHED 45 DEG GYP BOARD -BUILDING STRUCTURE cx A102 ` DRAWN BY: AEB c� CEILING HEIGHT AS NOTED =--_--__ __ _ -�-� \ STEEL STRAP 1"WIDE x 2" -- -- - - - LONG x 12 GAGE MINIMUM DATE ISSUED: 0$.02.14 - ``-- �- - - 3 TURNS W VERIFY SUSPENDED CEILING w SYSTEM - -SPLAYED SEISMIC WIRE N BRACING 9. TYPICAL CEILING GRID LAYOUT PLAN 10. SOFFIT SECTION 12. SPLAYED SEISMIC BRACING WIRE ATTACHMENT a SCALE: NTS „_ ,_ 13. FIXTURE SUPPORT SCALE. 1-1/2 - 1'-0" SCALE: 3"=1'-0" SCALE: 3/4"=1'-0" E d o. d N SHEET: A102 E _$ LRS Architects,Inc.©2014 w c v d m PERMIT SET 09.02. 14 11 LEGEND ( N _._. .__V F N 8 I EXISTING PARTITION )" I I i 5 Ell DEMOLISH EXISTING WALL 301 N N _; - - - - - DEMOLISH EXISTING WALL A R C H I T E C T S I( I I I► OFFICE N N N N CONF 720 N W Davis 503.221.1121 � 104 N N N �' N 1,��f ROOM "�'�� NEW BUILDING STANDARD PARTITION .._�_.. I_ _..�._. I_. 00 102 " (SEE DETAIL 1 /A301) Suite 300 503 221.2077 �I II II II II o "I I"_ 13'-41/2" Portland OR 97209 www.irsarchitects.com RELITE PARTITION �, _ 'C�' ❑ `�- N J {c1'N 3 u OFFICE 10 ! I o N N N NEW�� DOOR FRAME&RELITE TYPES 105 10 F ; r- (SEE 3/A301) / CD _ OPEN ❑�� ��,� N 105 OFFICE 4 " 6 BELOW ITEMS SHOWN FOR REFERENCE ONLY i( ( _ \ _.r � / M N A301 SWITCH 36 45 V,',tC . ntlxOriTELE/DATA OUTLET �� ❑ �E- I I I E iRECEPTION( (I I I DUPLEX OUTLETO, OR ( = I I I I i_._ I 2 CPT-1 EQUAD OUTLET16'-4" 10 JUNCTION BOX �� _N E EXISTING 19'-101/2" 4'-101/2" N 10 L —_— _ ___ __. __ ( CONF �, _ I I I ( l 't }N N NEW T — i TYP 7 - - rN 4 ROOM I II tot FE FIRE EXTINGUISHER II'I I 1 301 II II I II CPT-1 LN : TYP _ ___ N CONSULTANT: "vct-- ALIGN CPT-1 VCT-1 A _ - —_ I T 1i i —1 FE BREAK_+ 11'-91/2" ►I�� 1 ► i I CPT 1 9 8 ROOMS _ _ _ FINISH LEGEND II ---- 301 �PLOTfER 5 (E) � '+44"N 1 I (NIC)N I IT/ I-- CARPET -:44 (E)� PHONES CPT-1 TO BE SELECTED a..L_ — l�.-- lL1 N W REF .__ --�--_t 107 -- N ------ J� — =- J�N I - - N VINYL COMPOSITION TILE VCT-1 TO BE SELECTED 1. DEMOLITION PLAN 2. FLOOR PLAN RUBBER BASE SCALE.- 1/8"= 1'-0" SCALE: 118"= f-0" RB-1 TO BE SELECTED CD PAINT DEMOLITION GENERAL NOTES GENERAL NOTES P-1 TO BE SELECTED 1. REMOVE EXISTING CARPET&BASE UNLESS OTHERWISE NOTED. 1. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. ADVISE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PLASTIC LAMINATE CONSTRUCTION. PL-1 TO BE SELECTED 2. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH INTRUSION. PATCH AREAS ADJOINING AND/OR PL-2 (VERTICALS AT BREAKROOM) TO BE SELECTED ADJACENT TO DEMOLITION WORK TO MATCH EXISTING AND/OR NEW CONSTRUCTION. 2. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA&SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY PL-3 (HORIZONTALS AT BREAKROOM) TO BE SELECTED 3. REMOVE&SALVAGE DOORS, FRAMES,HARDWARE&RECITES FOR REUSE. WHERE NEW DOORS,FRAMES,HARDWARE&RECITES ARE EXISTING CONDITIONS. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION, VENEER STONE FACE PROVIDED,MATCH EXISTING BUILDING STANDARD TYPE,SIZE,FINISH&DOLOR. TOUCH UP EXISTING FRAMES&DOORS WHERE NEEDED 3. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING AND/OR NEW CONSTRUCTION. VS-1 TO BE SELECTED TO APPEAR AS NEW. 4. SOUND CAULK ALL WALL/GLASS&WALUMULLION JOINTS, GRANITE t b . 4. REMOVE BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL PRIOR TO JOB COMPLETION.REPAIR AND/OR REPLACE ANY Approve f O ��, � MISSING AND/OR DAMAGED WINDOW COVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE AREA OF WORK. 5. PROVIDE NEW FLOORING&BASE &REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. G-1 TO BE SELECTED 5. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. PROVIDE AS REQUIRED BY("ODE. 6. 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 NEW. h 3 i r o 7 KEYNOTES 7. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. O 8. ALL ELECTRICAL&MECHANICAL WORK IS DESIGN BUILD. ASSUME TYPICAL OFFICE ENVIRONMENT THROUGHOUT. EACH NEW OFFICE REMOVE SINK AND DISHWASHER. CAP PLUMBING AS REQUIRED. TO HAVE A MIN.OF(1)LIGHT SWITCH,(3)DUPLEX OUTLETS,(1)LOW VOLTAGE DROP,(2)2x4 RECESSED LIGHT FIXTURES,(1)HVAC SUPPLY AND(1)HVAC RETURN. PROVIDE AS NEEDED. PROJECT NUMBER: 214203 9. TENANT PROVIDED WORKSTATIONS SHOWN FOR REFERENCE ONLY. KEYNOTES _ Pioneer Design O PROVIDE BUILDING STANDARD ACCESSIBLE PLASTIC LAMINATE UPPER AND LOWER CABINETRY,SINK,AND DISHWASHER. PROVIDE WATER Group LINE AND DEDICATED OUTLET FOR TENANT PROVIDED REFRIDGERATOR. O PROVIDE BUILDING STANDARD ACCESSIBLE PLASTIC LAMINATE RECEPTION DESK WITH GRANITE TRANSACTION COUNTER AND VENEER STONE FRONT-REFER TO INTERIOR ELEVATIONS. O PROVIDE BLOCKING IN WALL AND TWO(2)DATA PORTS FOR TENANT PROVIDED FLAT SCREEN T.V. COORDINATE EXACT LOCATIONS WITH One Embassy Centre TENANT PRIOR TO CONSTRUCTION. 9020 SW Washington 4❑ PROVIDE NEW FRAMELESS GLASS DOOR TO MATCH EXISTING ENTRY DOOR. Square Road, Suite 170 O PROVIDE DEDICATED OUTLET FOR TENANT PROVIDED PRINTER AND PLOTTER. Tigard, OR 97223 PROVIDE ADJUSTABLE FLOOR TO CEILING SHELVING-REFER TO INTERIOR ELEVATION. �7 PROVIDE POWER AND LOW VOLTAGE PATHWAY TO TENANT PROVIDED WORKSTATIONS,TYPICAL VIA POWER POLES OR WALL FEED. NO FLOOR BOXES ALLOWED. MUD RINGS AND PULL STRINGS BY G.C. 8❑ PROVIDE BUILDING STANDARD PLASTIC LAMINATE UPPER AND LOWER CABINETRY. PROVIDE SPACE FOR TENANT PROVIDED UNDER COUNTER REFRIDGERATOR-REFER TO INTERIOR ELEVATION. PROVIDE FIRE EXTINGUISHER AS REQUIRED, 10 PROVIDE SHADES FOR RELITE OR WINDOW. 11 INSTALL CENTERLINE OF WALL AT CENTER OF WINDOW MULLION. SEE DETAIL 2/A301. CVI 4 M SHEET TITLE: O N Floor P/ans a A c 0 U _M 13 C N E N CL 0 DRAWN BY: AEB c� DATE ISSUED: 09.02.14 .Q a c.> w O M N a a E m n E SHEET: A201 CL ti a LRS Architects,Inc.0 2014 m I PERMIT SET 09.02, 14 LEGEND t }- � 2X4 ACOUSTICAL SUSPENDED CEILING ARCHITECT S } 720 NW Davis 503.221.1121 ♦ X ♦ ZL* z �► X ♦ I x HVAC SUPPLY Suite 300 503 221.2077 D - HVAC RETURN Portland OR 97209 www.lrsarchitects.com EXISTING BUILDING STANDARD LIGHT FIXTURE X X ♦ ♦ ♦ IX - � PROVIDE NEW OR RELOCATED BUILDING STANDARD 2x2 OR 2x4 LIGHT FIXTURE , (� -7 EXISTING LIGHT FIXTURE TO BE REMOVED OR x 3645 RELOCATED - IF L. NIXO ♦ ♦ 10'-0" N ♦ I ♦ X X } I Q WALL WASHER P LAND, OR �. EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) I SPRINKLER F i CONSULTANT: I law I o ♦ f T_1- - .T N 1. REFLECTED CEILING PLAN SCALE: 1/8"= 1'-0" RCP GENERAL NOTES 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. 2, ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION&SPRINKLERS TO ARCHITECT FOR PROJECT NUMBER: 214203 REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. 4. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. 'Pioneer Design V 5. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. roup 6. REUSE SALVAGED LIGHT FIXTURES WHENEVER POSSIBLE. One Embassy Centre 9020 SW Washington RCP KEYNOTES Square Road, Suite 170 Tigard, OR 97223 1 PROVIDE POWER AND DATA IN CEILING FOR WIFI CONNECTION. O PROVIDE EXIT SIGNAGE AS REQUIRED. PROVIDE(3)WALL WASHERS. m N SHEET TITLE: Reflected E 0 Ceiling Plan Q 0 U M G N E U O o� 6 (h DRAWN BY: AEB a DATE ISSUED: 09.02.14 N m 0 `m m o 0 ii U W O M 0 N V V O a `m E m n a N SHEET: A202 E N LRS Architects,Inc.©2014 T m C d PERMIT SET 09.02. 14 I f ARCH I T E C T S PROVIDE(2)#8 SHEET METAL 720 NW Davis 503.221.1121 IR SCREWS AT EA.BRACE ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO BACKER RODS Suite 300 503 221.2077 D MEMBER TYP. STRUCTURE @ V-0"O.C. AND CLEAR SEALANT PROVIDE 2"X 1/8"LIGHT&SOUND EXISTING WINDOW MULLION 10 30-0" 4 1& T-O" j. T-O" T-O" EXISTING CEILING Portland OR 97209 www.Irsarchitects.com SEALING GASKET CONTINUOUS PROVIDE CORNER BEAD - BETWEEN WALL&CEILING &PAINT ON WINDOW SILL BELOW SIDE OF WALL END, TYPICAL EQ. EQ. VERIFY HEIGHT Z X 9 PROVIDE(2)FASTENERS @EA. U.1 0 BRACE STUD CONNECTION TO TOP 9 3645 OF WALL STUD 0 NIXO 9 .................... .............. ................................................ .......... CY) TEMP 0 AND, OR 3-5/8"25 GA.(362S125-18)MTL 04 GLAZING A. 4'-0" 9 STUDS @ 24"O.C.WITH 5/8"GYP. PARTITION TYPE AS (�A:D SINGLE OPENING SINGLE OPENING WITH BD.EACH SIDE. PROVIDE 3"SOUND _D SINGLE OPENING wif T-O" SCHEDULED WITH FLUSH FRAMELESS GLASS WIDE RECITE T.O.FIN, FCR. ATTENUATION BATT INSULATION PANEL DOOR TO MATCH FRICTION FIT IN STUD SPACE AND EXISTING ENTRY DOOR, ACOUSTIC SEALANT @ CEILING I NOTES: GRID. POWDER DRIVEN ANCHOR CENTER OF MULLIION TO --------- 1. ALL NEW FRAMES TO MATCH EXISTING UNLESS OTHERWISE NOTED. AT T-0"O.C.THRU MTL. ALIGN WITH CENTER OF CONSULTANT: BASE ON BOTH SIDES AS STUD TRACK,UON PARTITION 2. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED, SPECIFIED EXISTINGSLAB3. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD _ ,-6 DOOR TYPE AND FINISH UNLESS OTHERWISE NOTED. 4. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. 1. BUILDING STANDARD PARTITION 2. WALL TO MULLION DETAIL 3. DOORS., FRAMES AND RELITE TYPES 4. INTERIOR ELEVATION - CONFERENCE ROOM 101 SCALE. 112"= 1�-0" SCALE. 3"= 1'-0" SCALE- 114 1'-0" SCALE. 114"= 1'-0" EXISTING CEILING 2_� 02 A302 6'-41/2" 7-0. 21011 6'4 1/2" B 6'-41/2" 1. Z-O" L A301 ` H 9 (0 C.0 zo Z-) b cis Cl) (0 EEI r r T.O.FIN,FCR. 4 I I \\ I I I U_ PROJECT NUMBER: 214203 PLASTIC VENEER STONE GRANITE B C t 2'-0" 6'-41/2" LAMINATE FRONT,VS-1 TRANSACTION L PLASTIC GRANITE L GRANITE PLASTIC A WORKSURFACE, COUNTER,G-1 LAMINATE TRANSACTION TRANSACTION LAMINATE PL-1 WORKSURFACE, COUNTER,G-1 COUNTER,G-1 WORKSURFACE, Pioneer Design PL-1 PL-1 Group One Embassy Centre 9020 SW Washington Square Road., Suite 170 6. ENLARGED RECEPTION AREA 7. INTERIOR ELEVATION - RECEPTION 100 Tigard, OR 97223 SCALE., 114 1'-0" SCALE. 114"= 1'-0" 13'-0" _41 91-00 3 EQ.CABINETS EQ. EQ. EXISTING CEILING A302 A302 A302 A302 VERTICAL SURFACES, SUPPORTS AS PL-2 REQUIRED,TYPICAL co F _C") SHEET TITLE: C) CN OPEN A ADJUSTABLE Interior Details SHELVING,TYPICAL 9 8 REF A 0 and Elevations 0 0 z DW UD CN T.O. FIN. FLR. E 10 -—-—-—-- - _-T A a 0 0 T-O" 2'-0" 20-0" HORIZONTAL C 6-111/2" O SURFACES, 2 EQ.CABINETS PL-3 2 RUBBER BASE, DRAWN BY: AEB RB- DATE ISSUED: 09.02.14 CD .2 to0 Cl) 8. INTERIOR ELEVATION - BREAK ROOM 106 t - I SCALE. 114"= T-O" a E 2 .L (D SHEET: C E A301 CL LRS Architects,Inc.@ 2014 ID ro PERMIT SET 09.02. 14 ARCH I T E C T S ol REFER TO v CLEAR SILICONE CAULK AT SEAM 720 NW Davis 503.221.1121 T ENLARGED PLAN GRANITE TRANSACTION TOP(SEE (TYP) CONTINUOUS ELEVATIONS) 2-1 U.O.N___ CHROME ACCESSIBLE FAUCET Suite 300 503 221.2077 DFRENCH CLEAT Portland OR 97209 www.irsarchitects.com REFER TO ENLARGED PLAN —ADA COMPLIANT STAINLESS 1'-0"U.O.N. 3"GROMMET 1„ STEEL KITCHEN SINK PLASTIC LAMINATE AT PLASTIC LAMINATE COUNTERTOP ALL EXPOSED& ILI F_ REFER TO ENLARGED PLAN a &SPLASH AT ALL EXPOSED SEMI-EXPOSED PLASTIC LAMINATE COUNTERTOP AT ALL EXPOSED 3-5/8"20 GA.MTL PLASTIC LAMINATE AT ALL SURFACES&EDGES(SEE SURFACES OVER 3/4" SURFACES&EDGES(SEE ELEVATION)OVER 3/4" STUDS @ 24"O.C. EXPOSEQ SURFACES& ELEVATION)OVER 314" SUBSTRATE;SELF SUBSTRATE WITH 5/8"PLYWOOD EDGES(SEE ELEVATION) MEDIUM-DENSITY FIBERBOARD EDGE •- AND VENEER STONE ° ° OVER 3/4"SUBSTRATE MADE W/EXTERIOR GLUE. V � AT FRONT SIDE. Ri L. NIXflN r 4"WIRE PULLS,BRUSHED 5/8"GYP BD.AT �, ALUMINUM a • I BACK SIDE. � F7 _ ° ° WHITE INTERIOR w/ PLASTIC LAMINATE OVER 3/4" o ADJUSTABLE O TLAU, (�R ' CONCEALED STEEL ANGLE PROVIDE PAINT. 2"GROMMET;LOCATIONS o "' SHELVES(TYP) �C`�`J SUPPORT AS REQ'D TBD IN FIELD r SUBSTRATE REMOVABLE BASE i M I NCONCEA EDORS W/ FULLY �r EUROPEAN HINGE & r BLACK HEAT z + PROOF WRAP 5� STEEL ANGLE SUPPORT AS - QUICK SNAP OFF CAPABILITY o C14 I REQ'D;PAINT ANY EXPOSED N PIPINGOSED 4"WIRE PULLS, BRACKET TO MATCH WALL WHITE INTERIOR(TYP) _ BRUSHED BASE AS SPECIFIED(TYP) COLOR ALUMINUM(TYP) CONSULTANT: BASE AS SPECIFIED;REFER T.O. FIN. FLR TO ELEVATION T.O. FIN.FLR _ _ �— CONTINUE FLOOR FINISH UNDER CABINET AT SINK, SEE FLOOR PLAN 1. WORK COUNTER - CONCEALED SUPPORT 2. RECEPTION DESK 3. TYPICAL LOWER CABINET WI SINK 4. TYPICAL UPPER CABINET SCALE. 1"= 1'-0" SCALE: 1"= 1=0" SCALE: 1"= V-0" SCALE. I"= 1'O" ol 2'-1"U .O.N. 2'-1"U.O.N. CLEAR SILICONE CAULK AT SEAM(TYP) CLEAR SILICONE CAULK AT SEAM(TYP) PLASTIC LAMINATE COUNTERTOP&SPLASH PLASTIC LAMINATE COUNTERTOP&SPLASH AT ALL EXPOSED SURFACES&EDGES(SEE AT ALL EXPOSED SURFACES&EDGES(SEE ELEVATION)OVER 3/4"SUBSTRATE ELEVATION)OVER 3/4"SUBSTRATE 1" N C1 4"WIRE PULLS,BRUSHED 6"DRAWER ALUMINUM(TYP) 4"WIRE PULLS,BRUSHED ALUMINUM(TYP) PLASTIC LAMINATE AT ALL PLASTIC LAMINATE AT ALL SEMI-EXPOSED SURFACES OVER n SEMI-EXPOSED SURFACES OVER �, / 3/4"SUBSTRATE;SELF EDGE �, 3/4"SUBSTRATE;SELF EDGE C14WHITE INTERIOR w/ADJUSTABLE �;, J—' WHITE INTERIOR w/ADJUSTABLE PROJECT NUMBER: 294203 SHELVES(TYP) o o SHELVES(TYP) BASE AS SPECIFIED(TYP) BASE AS SPECIFIED;REFER TO Pioneer Design ELEVATION Group T.O.FIN. FLR T.O. FIN.FLR One Embassy Centre 9020 SW Washington Square Road, Suite 170 5. LOWER CABINET W/ DOOR 6. LOWER CABINET W/ DRAWER & DOOR Tigard, OR 97223 SCALE: I"= 1'-0" SCALE. 1"= 1'-0" m 3 N. SHEET TITLE: n M Interior Details a 0 c c� u� M_ C y E V O O F DRAWN BY: AEB n e DATE ISSUED: 09.02.14 c� m 0 c 0 'a w 0 M O N T sY Q a d .o E m n SHEET: A302 a> E LRS Archftects,Inc,d 2014 a w N a N PERMIT SET 99.02. 14