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Plans (3) BUP2014- 00237 ARCH I T E C T S ONE EMBASSY CENTRE 720 NW Davis 503.221.1121 Suite 300 503 221.2077 c 9020 SW WASHINGTON SQUARE ROAD Portland OR 97209 www.Irsarchitects.com SU 60D I 05 3645 / P f" L. NIXON OREGON97223e e TIGARD., a -r AN>J, O R0 PERMIT SET 1 Ox 15a 14 OF CONSULTANT: PROJECT DIRECTORY ACCESSIBLE FIXTURE MOUNTING_ REQUIREMENTS OCCUPANT LOAD AND EGRESS BUILDING CODE REQUIREMENTSR AND DATA RECEIVED PROPERTY OWNER: TABLE 1004.1.2 OCCUPANT LOAD 1, ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. PROJECT LOCATION: 9020 SW WASHINGTON SQUARE ROAD, SUITE 505 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: 4,094 SF --> (4,094 SF)/(100 grossSF/occ.) = 41 occ. OCT 15 204 Portland, Oregon 97205 Total Occupant Load: 4094 Net SF --> 41 occ 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND , . PROPERTY ID: 1 S126BC01506, R2007147 CITY OF TIGARD Telephone (503)294-0400 ELEVATIONS FOR ITEMS THAT OCCUR. Actual Occupant Load: Actual SF/occ.--> (4,094 SF)/(41 occ.) = 100 SF/occ. BUILDING DIVISION Fax (503)227-2507 APPLICABLE BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND/OR ADAPTABILITY CONFORMANCE IN THE TABLE 1014.1 BUILDING AGENCY/JURISDICTION: CITY OF TIGARD ARCHITECT: HORIZONTAL PLAN LAYOUT. LRS Architects, Inc. Byron Balogh: bbalogh@Irsarchitects.com4. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY SPACE Minimum Number of Exits Required: 41 occ. <50, Therefore Min. One(1)Exit Required. PROJECT SCOPE OF WORK. NON-STRUCTURAL INTERIOR IMPROVEMENTS 720 NW Davis,Suite 300 Anne Bedney:abedney@lrsarchitects.com SERVING MORE THAN ONE EMPLOYEE, ALL RESIDENTIAL AND MULTIPLE EMPLOYEE COMMON Number of Exits Provided: Two(2). TOTAL NEW BUILDING AREA: NONE Portland,Oregon 97209 SPACES,AND SPACES ACCESSIBLE TO THE PUBLIC,AS THEY OCCUR PER PROJECT. Telephone(503)221-1121 Travel Thru Intervening Rooms (Section TOTAL TENANT GROSS AREA: 4,094 SF 5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED 1014.2): Allowed thru accessory areas only. Fax(503)221-2077 MOUNTING HEIGHTS. ZONING: MUC-MIXED USE COMMERCIAL 6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING FIXTURES. TABLE 1005.1 GENERAL CONTRACTOR: BUILDING CODE AREA CALCULATIONS Pacific Crest Structures, Inc. 7, PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS DESIGNATED ON FLOOR PLANS AS Egress Width per Occupant: (41 occ.)x(0.20) = 8.2 inches NOTES: 17750 SW Upper Boones Ferry Road, Suite 190 Alan Volm: alan@pacificcrestweb.com OPENING-PROTECTED WALLS. Actual Exit Width: 72 inches--O.K. 1, SEE CODE ANALYSIS PLAN FOR ACCOMPANYING INFORMATION. CODE INFORMATION INDICATED Durham,Oregon 97224 BELOW ONLY LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE 8, FLOOR DRAINS: Telephone(503)968-8949 ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE SECTIONS 1013& 1015 REQUIREMENTS. Fax(503)598-6658 ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. Maximum Travel Distance Allowed: Maximum Allowed Common Path of Egress- 100-ft. 2. NON-SEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH SECTION Oregon CCB#66915 9. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT Actual Provided=38'-0r', therefore O.K. 508.3. EXCEED 1/2"DIA. MAXIMUM;FLOOR SLOPE DOES NOT EXCEED 2% IN ANY DIRECTION;AND THE Maximum Travel Distance to Exit: Maximum Allowed Travel Distance to Exit-300-ft. EXISTING OCCUPANCY GROUPS: B DRAWING INDEX ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". Actual Provided= 77'-0", therefore O.K. OCCUPANCY GROUPS.(CHAPTER 3): B __ ACCESSIBILITY COMPLIANCE CONSTRUCTION TYPE_ SHEET NAME EXISTING: TYPE!-B, WITH FIRE SPRINKLERS THROUGHOUT A001 COVER SHEET AND CODE ANALYSIS The facility has been surveyed and the following building elements have been found to be in compliance with IBC Chapter 11:and ANSI 117. A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE BASIC ALLOWABLE FLOOR AREA: B: UNLIMITED PROJECT NUMBER: 214229 A102 SUSPENDED CEILING DETAILS 1. Van-accessible parking. (TABLE 503, SEC.503): 2.Accessible building entrance (curb ramps). A201 CONSTRUCTION PLANS 3.Accessible route within building(floors, ramps, elevators). AREA MODIFICATIONS: 4.Accessible restrooms and toilet SFA Design fixtures. INCREASE NOT NECESSARYAND NOT CALCULATED A202 REFLECTED CEILING PLAN 5.Accessible telephones. (SEC. 506): 6.Accessible drinking fountains. COMMON PATH TRAVEL DISTANCE FROM MOST A301 INTERIOR DETAILS 7.Accessible (visible/audible) fire alarms. \ REMOTE POINT BEFORE TWO WAYS PROVIDED BUILDING STORIES/HEIGHT: 100'MAX. (SPRINKLERED)PER SECTION 1014.3 EXCEPT. 1; ALLOWABLE(SEC 503, 504): B: 11 STORY, 160 FEET One Embassy Centre ,ACTUAL DISTANCE=38'-0" BUILDING STORIES I HEIGHT: 9020 SW Washington DEFERRED SUBMITTALS - DESIGN BUILD BUILDING CODE AREA AND MISC REQUIREMENTS ACTUAL: 8:5 STORY, 65 FEET Square Road, Suite 505 ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS TYPE OF CONSTRUCTION: TYPE I-B \ ,\ Tigard, OR 97223 MECHANICAL SYSTEMS SPRINKLER SYSTEMS FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 2 HR AREA OF WORK EXTERIOR BEARING WALLS 2 HR CITY OF'TIGARD EGRESS LIGHTING INTERIOR BEARING WALLS 2 HR _ _ _ — _ _ _ _ — _ REVIEWED FOR CODE COMPUMCS EXT. NONBEARING WALLS TABLE 602 INTERIOR NONBEARING WALLS 0 HR __ A tOv�Cai INT ERI CEILING 2 HR EXIT ACCESS TRAVEL DISTANCE FROM ■ Pp OT ROOF/CEILING 1 HR REMOTE POINT PER TABLE 1016. C; 1: Permit# ALLOWED DISTAUCE: 300'MAX. LENGTH (S°RINKLERS PROVIDED) I Addr"w PENETRATIONS: (SEE PENETRATION DETAILS AND ALL WALLS AND FLOOR AND ROOF/CEILING ACTUAL DISTANCE -77'-0" Suite M. MECHANICAL PLANS FOR LOCATIONS) ASSEMBLIES Br. DatesC�- OPENING PROTECTION: (SEE PLANS FOR (OPENINGS ARE DEFINED AS DOORS, LOCATIONS) WINDOW,AND DUCTS(REFERENCE OSSC I Wil— — — — — — — — — — PROJECT LOCATION 715 FIRE ASSEMBLY) SEE DOOR AND MINIMUM DISTANCE ALIOWED BETWEEN EXITS WINDOW SCHEDULES SEE MECHANICAL PER SECTION 1015.2.1 (NON-SPRINKLERED): / I OFFICE COPY DRAWINGS FOR SMOKE AND FIRE DAMPERS ALLOWED DISTANCE: 88'-0"(DIAGONAL DISTANCE)/2=44'-0" I / wwTD' .... 7 i ! S .{... £ MIN. roN / ' ' i SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER 16C& OSSC SECTION 907 ACTUAL DISTANCE-44'-0" I (41) .{nom Gxv.n`� g ..FWMM ' (.' j ; — ■ / I / • V Le .T cn,e 0 .xI z- - J - tz".gg}} ,1t d SW TO Fr y R10 d 'e t n s { 4 m 1 xv?tr — Q * • SHEET TITLE: CD ;' y j I I Biu9er�ll s nrs'[Yue iM�' ^ .: •. " . r I Cover Sheet � D 5 17 { :. ,rte -- ..�. LEGEND sky,, .xrr I [ ,4r �YS`� y ak U Icn C<Icr _ t �vv ��-.a 1..� AREA OF WORK EXIT EGRESS PATH y 1Z -.... d m I . ._f..,y � a #`a '\ ° ti K I - (XX) ACCUMULATIVE OCCUPANT LOAD r r "sawu D.ns j .E Y p t , .� ,� ` DRAWN BY: AEB EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW WHERE OCCURS AT ALL EXITS, EVERY 100''N = DATE ISSUED: 10.15.14 a L < CORRIDORS, AND IN SPACES WHERE 2 MODES OF ( r .+` z ) * ?`"'� ,I � '" EGRESS ARE REQUIRED PER SECTION 101 REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). POCHE INDICATES "EXIT"TEXT SIDE OF SIGN. SIGNS JGaxh'S1 slam ilgpa x _ .3_. CW McDonalA 51 a, .- fix_ '-:.+—n�.r•., { l —5TF SHOWN IN CORRIDORS ARE CEILING HUNG,SIGNS W _ SHOWN ON WALL ARE WALL HUNG. b %SI=A L) L C; TE 5 X, N d N E REQUIRED EXIT N N a 0 1. VICINITY MAP 2. OVERALL CODE ANALYSIS PLAN - FIFTH FLOOR E SCALE: NOT TO SCALE SCALE: 1/16"= 1'-0" SHEET: A001 LRS Architects,Inc.©2014 N_ N C L t0 PERMIT SET 10. 15. 14 LF!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 III. 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 19 1. (OSSC)2010 Oregon Structural Specialty Code(basded on 2009(IBC)International Building Code) EMT conduit Max.Length Confine acceptance with local jurisdiction. 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) Portland OR 97209 www.irsarchitects.com 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 (NWCB TB401) Metal studs 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 15,8"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: AOD 1.Code and Standards Options: 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. , Back-to-back 2 1/2 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 a.Ceiling systems designed for appropriate forces,or 3f 45 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. F ii L. NIXON occupancy categories I and II,per Chapter 16 of the IBC,and as provided below: 1)In Seismic Design Category C,construction in accordance with Oregon standard for seismic zones 0-2. B. Ceilings without Compression Struts. C• Wall Moldin s 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 N 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. 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)"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 some of the technical aspects of ql Vv 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 All 02) 2.Northwest Wall&Ceiling Bureau-Technical Bulletin 401 (NWCB TB 401).(SEE PART II). 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 I or 11,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 II 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. 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 intemet 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.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 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 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 to spreader bars. Y 9 9 Y P 9 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. 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 The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral force bracing Acceptance criteria 156.{Section 13.2.5 of the ASCE 7-05}.or 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 I Al 02)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 Ill and IV,shall be required to be"Engineered Design" detail 11 Al 02)(Source:ASTM C 636 section 2.1.4) as designed and certified by an Architect or Engineer in the state where the project occurs,and shall be required to have periodic mains. 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 III 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 Al 02).(Source:CISCA zones 3-4) Wires installed at an angle rather than perpendicular to the grid. VERTICAL STRUTS PART IL 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-rolled 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: 214229 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) 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 SFA Design 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 4. Pendant mounted fixtures shall be direct) supported from the structure above using a 9 gage wire or an approved alternate 9020 SW Washington 2. Main Beams Y Pp 9 9 9 PP 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, Suite 505 3. Deflection Limits 5. Tandem fixtures may utilize common wires. Tigard, OR 97223 All cross tees shall be capable of carrying the design load without exceeding deflection equal to 1/360 of its span.(CISCA 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/A102) detail 1 /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 shall be provided unless analyses are performed of the ceilings bracing system,closure angles and penetrations to provide 6. Ceiling Plane Changes Changes in ceiling planes require positive bracing.(ASCE 7-05 section 13.5.6.2.2. Item f) 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 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 NSoffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and SHEET TITLE: � 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) a provided they are surrounded by four walls and braced to structure. s ended Ceiling 4. Other than partitions and soffits,seismic joints may not be used as part of afire rated ceiling assembly unless substantiating �7(,� p g 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. t E seismic zones 3-4) and Light g a to 5. Seismic splay wires are to be four 12 gage wires attached from the plane of the ceiling. (Source:CISCA seismic zones 3-4) I. Sprinklers the main beam.Wires are arrayed 90*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 angle not exceeding 45°f 3 ceiling tile 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 7-05 13.5.6.2.2.Item e) Enot less than 200 pounds or the actual design load,with a safety factor of 2,whichever is greater(see detail 121 A102). 0 (Source:CISCA zones 3-4) 0 0 M 7. "Powder driven shot-in-anchors"when used for seismic application as part of the prescriptive path in Seismic Design DRAWN BY: AEB y Categories D,E and F shall have an ICC-ES approval for seismic applications and shall require"special inspection" airrespective of the type of occupancy category the structure is in.Anchors for kicker wires(splayed wires installed for purposes DATE ISSUED: 10.15.14 other than seismic restraint)are exempt from this requirement. C. 8. Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. (Source:CISCA seismic Wzones 3-4) 0 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: 0 11.Vertical struts must be positively attached to the suspension systems and the structure above. (Source:CISCA 3-4) Jm 101 0 0 SHEET: E a LRS Architects,Inc.©2014 CV T N G N PERMIT SET 10. 15. 14 WALL MOLDING LFs ARCHITECTS ® 720 NW Davis 503.221.1121 'M Suite 300 503 221.2077 D Portland OR 97209 www.irsarchitects.com —/ 0 89 WALL a MIN. �- 45°Z ° ° O MIN.450 SEISMIC 3"MAX 12 GAGE SPLAYED BRACE ° ` 4 ® PER MANUFACTURER1JOINT � 364 WIRES ® r , MIN.450 MIN.450 WALN�D . NIXON �^'q /,. 3"MA) M,q,)- ® c0 • , OR(���� t}o 3"MAX.TYP. z ° ° o A O O O O O O O O 2„ a-aw p --a- o a gs-a o -a-e;s o -a---o o a �-ams-rs-s--o o'-0- -a o a-a-a o v-o- ��� MIN. ° 4 0 L0 i G�OSS M,q�NeE9 6 `�a ° oCONSULTANT: M- 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"=V-0" 12'-0"OC EACH WAY SEPARATE SUPPORT PIPES, ;,'CONDUITS ETC,SECURE ALL HANGERS TO BUILDING #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC STRUCTURE.TRAPEZE 2"WALL MOLDING ol 6'-0"MAX o. OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC AROUND DUCTS AND OTHER LARGE DESTRUCTIONS. SCREW 8"MAX BUILDING STRUCTURE WALL —/ 90° o% I ° � ° SECURE ALL HANGERS TO ® ° ° 4 LATERAL BRACING 12'-0BUILDING STRUCTURE. 6 '0� @ " TRAPEZE AROUND DUCTS �' HIGH-HAT LIGHT FIXTURE PROJECT NUMBER: 214229 O.C.EACH WAY,MAIN RUNNER TO STRUCTURE. AND OTHER LARGE 8g LIGHT FIXTURE SUPPO T M BEGIN BRACING WITHIN 6-0" OBSTRUCTIONS SUPPORT WIRE TO OF PERIMETER AND 2"FROM CROSS MEMBER STRUCTURE FA Design EXPOSED TEE COUNTERSLOPE HANGERS IF p° SPREADER BAR VECTOR CEILING PANEL GRD 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 One Embassy Centre AT 12'-0"OC EACH WAY MIN, AT FROM SPREADING APART PERIMETER WITH SUPPORT COMPRESSION STRUT 2" 3/4" ° ° PERIMETER COMPONENTS EXPOSED TEE GRID SYSTEM (� 9020 SW Washington WIRE @ 1:6 SLOPE MIN. ° ° m WALLSUNATTACHED ° 0 0 0 0 0 0 0 0 o III Square Road, Suite 505 SPREADER BAR BETWEEN ° ° , o o�o 0 0 0 p o 0 0 o Q Q oQ�o o Q� ALL MEMBERS AT ATTACHED �° SIDE --s_ ___ _______ __ _______ __ __ ____ � oo 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 3 STRVIDE SUPPORT FROM HANGER WIRES A102 RE SLACK WIRES EXI_S_T_IN_G_S_STRUCTURE ++ ATTACHED �— — —BUILDING STRUCTURE HANGER WIRES 3 6 CEILING CLIP A102 A102 LIGHT FIXTURE (3)#8 SCREWS @ GLB(1)#8 SCREWS @ 2X PURLINS 20 GA,6"MTL.STUDS W/1 3/8"FLANGES CONT. 3 TURNS K 20 GA.31/2"MTL STUD W/ w w 13/8"FLANGE BRACE @ 8'-0" N = SHEET TITLE: _ (2)#6 SCREWS TYP.AT EACH VERTICAL HANGER R V¢ STUD. END ATTACHMENT WS AT EA. Q + ++ 45 11. VERTICAL HANGER WIRE ATTACHMENT Suspended Ceding MTL.STUDS @ 24"O.C. SCALE: 3"=1'-0" Details an Q PROVIDE SUPPORT FROM 20 GA.TOP&BOTTOM STRUCTURE METAL TRACK E UNATTACHED45 DEG GYP BOARD —BUILDING STRUCTURE g 6 DRAWN BY: AEB A102 CEILING HEIGHT AS NOTED =________--___ _____________= STEEL STRAP 1"WIDE x 2" DATE ISSUED: 10.15.14 a �--—------------------- LONG x 12 GAGE MINIMUM N N 3 TURNS 6" VERIFY SUSPENDED CEILING W SYSTEM SPLAYED SEISMIC WIRE BRACING N N 9. TYPICAL CEILING GRID LAYOUT PLAN 10. SOFFIT SECTION 12. SPLAYED SEISMIC BRACING WIRE ATTACHMENT 13. FIXTURE SUPPORT SCALE: NTS SCALE: 3/4"=1'-0" a SCALE: 1-1/2"= 1=0" SCALE: 3"=1'-0" a 0 U 0 SHEET: A" 102 N LRS Architects,Inc.©2014 CV d C PERMIT SET 10. 15. 14 LEGEND ARCHITECTS o EXISTING PARTITION 720 NW Davis 503.221.1121 M NEW BUILDING STANDARD PARTITION Suite 300 503 221.2077 (SEE DETAIL 1 /A301) Portland OR 97209 www.Irsarchitects.com ......... .. ......._ ........... _... _ _... _ RELITE PARTITION II I I � NEW DOOR FRAME&RECITE TYPES II �aar� I I II` OFFICE C OFFICE CONFERENCE 364 ..... 4 104 103 102 I T-O„ C`I h� " BELOW ITEMS SHOWN FOR REFERENCE ONLY F T ,' L. NIXON 3 SWITCH FLAT ��—,rTl TELE/DATA OUTLETdf fa0 T NOS ORoSCREEN DUPLEX OUTLET 0 0 3-0 3 QUAD OUTLET 3 9„ 2 1 1 2 240 OUTLET 0 E EXISTING RECEPTION N NEW CONSULTANT: 101 -----�► R RELOCATED IFI - 1 li M I IA301 FE FIRE EXTINGUISHER III II II O li it OPEN OFFICE CPT-1 105 © l �T_,1 FINISH LEGEND --- ❑ MONO21313 41 4 Lo FE CARPET 0 1 �, WANTING 7 CPT-1 BROADLOOM,TO BE SELECTED 100 6 T E CERAMIC TILE , 100 CT-1 TO BE SELECTED b EP STONE S-1 GENUINE STONE VENEER,COLOR:BLACK 1 GRAY (E)106 /T/WORKROOM S-2 GRANITE,POLISHED, TO BE SELECTED 106 PAINT ----- -1 I-------� I PLOTTER I P-1 TO BE SELECTED �� I I I SERVER I REF L---- PLASTIC --- PLASTIC LAMINATE L�I BREAK/ PL-1 TO BE SELECTED COPYROOM 107 CPT-7 m oO N V N 1. DEMOLITION PLAN 2. FLOOR PLAN SCALE. 1/8"= 1'-0" SCALE. 1/8"= 1'-0" PROJECT NUMBER: 214229 SFA Design DEMO PLAN GENERAL NOTES FLOOR PLAN GENERAL NOTES a Centre One Embassy Ce tr 1. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. 1. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. ADVISE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 9020 SIN Washington 2. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH INTRUSION. 2. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA&SWITCHES SHOWN FOR REFERENCE ONLY, VERIFY EXISTING Square Road, Suite 505 3. REMOVE&SALVAGE DOORS, FRAMES,&RELITES FOR REUSE. CONDITIONS. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. Tigard, OR 97223 4. REMOVE BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL PRIOR TO JOB COMPLETION.REPAIR AND/OR REPLACE ANY MISSING 3. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE,REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD AND/OR DAMAGED WINDOWCOVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE AREA OF WORK. OCCUPANCY SENSOR SWITCHES. 5. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. 4. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING AND/OR NEW CONSTRUCTION, 6. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. 5. SOUND CAULK ALL WALUGLASS&WALUMULLION JOINTS. 6. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. 7. REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. 8. 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. 9. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. DEMO PLAN KEYNOTES 1O REMOVE DOOR AND SIDELIGHT AS REQUIRED FOR NEW WORK-REFER TO 2/A201. 2O REMOVE COUNTERTOP. PARTIAL HEIGHT WALL BELOW TO REMAIN. REMOVE PORTION OF PARTIAL HEIGHT WALL AS REQUIRED FOR NEW /� �/ �+ 3 ACCESSIBLE RECEPTION DESK-REFER TO 2/A201. FLOOR PLAN KEYNOTES NOTE�7 N SHEET TITLE: O REMOVE DOOR,FRAME,AND HARDWARE AND SALVAGE FOR REUSE. O INFILL EXISTING OPENING WITH WALL CONSTRUCTION TO MATCH. N Construction Plans O RELOCATED DOOR, FRAME AND HARDWARE. a O PROVIDE BLOCKING IN WALL FOR TENANT PROVIDED FLAT SCREEN T.V. O PROVIDE GENUINE STONE VENEER FINISH(S-1)OVER EXISTING WALL AND CONTINUE ALONG FACE OF EXISTING PARTIAL HEIGHT WALL. U O PROVIDE ACCESSIBLE PLASTIC LAMINATE COUNTERTOP WITH POLISHED GRANITE TRANSACTION TOP OVER EXISTING PARTIAL HEIGHT WALL. REFER TO INTERIOR ELEVATION. E 6O PROVIDE POLISHED GRANITE(S-2)DISPLAY SHELF. CD O PROVIDE GLASS ENTRY DOOR AND SIDELITE TO MATCH SUITE 170. DRAWN BY: AEB a DATE ISSUED: 10.15.14 S 0 d U W O rn N N V LFs O fL O A" 201O R E SHEET: CL i.i LRS Archftects,Inc.©2014 - T d C N A PERMIT SET 10. 15. 14 ARCH I T E C T S GENERAL NOTES 720 NW Davis 503.221.1121 �Y Suite 300 503 221.2077 D 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES Portland OR 97209 www.Irsarchitects.com 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 'ky 3645 ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. PAT F' . NIXDN 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE a �� Q� DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION P AND, OR ► PRIOR TO CONSTRUCTION. 4. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING VA, l3 ♦ ♦ 0 ♦ ♦ ♦ STANDARD. t 5. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE i� 41 AND FINISH. \ CONSULTANT: V1 V1 V1 I I IS ,♦ ♦ KEYNOTES a ♦ 1 ♦ O PROVIDE THREE(3)RECESSED WALL WASHERS. ♦ -r-1 PROJECT NUMBER: 214229 N 1. REFLECTED CEILING PLAN LEGEND SFA Design SCALE: 118"= 1'-0" Iasyn 2X4 ACOUSTICAL SUSPENDED CEILING One Embassy Centre HVAC SUPPLY 9020 SW Washington Square Road, Suite 505 HVAC RETURN Tigard, OR 97223 EXISTING BUILDING STANDARD LIGHT FIXTURE PROVIDE NEW OR RELOCATED BUILDING STANDARD 2x4 LIGHT FIXTURE EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED Q� CEILING POWER OUTLET Q WALL WASHER ® ®� EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) ♦ SPRINKLER SPEAKER (� SECURITY CAMERA PP POWER POLE A FIRE STROBE H SHEET TITLE: fryV� Q Reflects N L E Ceiling Plan Q- 8 8 0 0 c 0 U c*f N C d 7 O o DRAWN BY: AEB 0 DATE ISSUED: 10.15.14 a O B fQ U W O ON) N d' O n. a`> a o SHEET: Aq 202 . ;tE LRS Architects,Inc.0 2014 CL n_ IV C PERMIT SET 10. 15. 14 ARCH I T E C T S 2 720 NW Davis 503.221,1121 19 A301 Suite 300 503 221.2077 6 C Portland OR 97209 www.irsarchitects.com V-6" 2'-8" EXISTING PARTIAL HEIGHT WALL WITH STONE VENEER FINISH 3 A301 PLASTIC LAMINATE yDz WORKSURFACE, g.. I I Z PL-1 I c, 3645 r� ...................._... _....._ .._......_..., POLISHED GRANITE )'�1TRi IAf. NIXON POLISHED GRANITE -- ---- POLISHED GRANITE TRANSACTION T __ __ TRANSACTION TOP, I I B 2 k TRANSACTION TOP,S-1 OP,S-1 • S-1 { I A3Q1 i POLISHED GRANITE f e TRANSACTION TOP,S-1 0 L D, OR�"`• PLAS IC LAMINATE PLASTIC LAMINATE ORKSURFACE,PL-1 s...,....................._............._...... ..._....... ..._._.._.......__.._._...._. WORKSURFACE,PL-1 I I .._ nip EXISTING PARTIAL HEIGHT WALL WITH — —�-J GENUINE STONE i 1 i VENEER,S-2 5 I PAINTED GYP BD,P- i. I' A A B C CONSULTANT: DISPLAY SHEI L PROVIDE GENUINE PROVIDE GENUINE 2 VERIFY HEIGHT STONE VENEER OVER STONE VENEER OVER A3Q1 WITH TENANT EXISTING WALL,S-2 EXISTING PARTIAL PRIOR TO HEIGHT WALL,S-2 CONSTRUCTION. 1. ENLARGED RECEPTION DESK 2. INTERIOR ELEVATION - RECEPTION DESK SCALE. 114"= V-0" SCALE: 114"= 1�-0" 9" lo POLISHED GRANITE TRANSACTION TOP(SEE ELEVATIONS) PLASTIC LAMINATE WORKSURFACE(SEE 3-5l8"20 GA,MTL ELEVATIONS) STUDS @ 24"O.G. WITH 5/8"PLYWOOD WITH STONE VENEER AT FRONT. PROVIDE 5/8"GYP I 2"GROMMET;LOCATIONS BD AT BACK SIDE M ( TBD IN FIELD AND PAINT.(SEE PROJECT NUMBER: 214 ELEVATIONS). STEEL ANGLE SUPPORT AS + �I REQ'D;PAINT ANY EXPOSED N SFA Design BRACKET TO MATCH WALL COLOR BASE AS SPECIFIED;REFER TO ELEVATION One Embassy Centre 9020 SIN Washington -OILT.O.FIN.FLR Square Road, Suite 50 Tigard, OR 97223 3. RECEPTION DESK SCALE. 1"= 1=0" SHEET TITLE: a Interior Details a a 0 U -- N C N E o DRAWN BY: AEB 0 0 DATE ISSUED: 10.15.14 .y d 0 LL V1 301 h O [7 d :C 7 V) U W O cv v v 0 a .gi g O SHEET: + r LRS Architects,Inc.©2014 E a iV - a a PL R/II,I SET 10. 15.14