Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
OCCUPANT LOAD AND EGRESS BUILDING CODE REQUIREMENTS AND DATA 1... OAIVSTAR LES TABLE 1004.1.2 OCCUPANT LOAD EXITS REQ / PROVIDED PROJECT LOCATION: 9020 SW WASHINGTON SQUARE ROAD SUITE 250 ARCHITECTS TOTAL OCCUPANT LOAD: TIGARD,OR 97223 720 NW Davis 503.221.1121 Mi Actual Occupant Load: 5,767 Gross SF/ 100 Occ.)--> =58 occ. 2 I 2 Actual SF/occ.-> (5,767 SF)/(58 occ.) =99.43 SF/occ. PROPERTY ID: 1S126BC01506, R2007147 RECEIVED Suite 300 503 221.2077 0 TABLE 1015.1 HOME LENDING Minimum Number of Exits Required: 58 occ. >50, Therefore a Minimum of Two(2) Exits Required. APPLICABLE BUILDING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE Portland OR 97209 www.Irsarchitects.com Number of Exits Provided: Two(2)Exits Provided. BUILDING AGENCY/JURISDICTION: CITY OF TIGARD Travel Thru Intervening Rooms: Allowed thru accessory areas only. APR 2 2014 T. IN (1014 2) PROJECT SCOPE OF WORK: NON-STRUCTURAL INTERIOR IMPROVEMENTS TOTAL NEW BUILDING AREA: NONE CITY OFTIGARD TABLE 1005.1 BUILDING DIVISION 4, Egress Width per Occupant: (58 occ.)x(0.20)= 11.60 inches EXPANSION AREA OF WORK: +/-1,725 SF WITHIN EXISTING BUILDING AREAr SUITE 250 EXPANSION ONE EMBA SS Y CENTRE Actual Exit Width: 72 inches--O.K. �� 3645 fel TOTAL TENANT GROSS AREA: 5,767 SF SECTIONS 1014 thru 1016 Max. Allowed Common Path of Egress= 100-ft. a- '`TP' L. NIXON Maximum Travel Distance Allowed: Actual Provided = 57'-0", therefore O.K. ZONING: MUC-MIXED USE COMMERCIAL 9020 SW WASHINGTON SQUARE ROAD Maximum Travel Distance to Exit: Max.Allowed Travel Distance Exit= 300-ft. �� L' ND, �R Actual Provided = 138'-0",therefore O.K. BUILDING CODE AREA CALCULATIONS OF 0 � TIGARD OREGON 97223 BUILDING CODE AREA AND MISC REQUIREMENTS N SEE CODE ANALYSIS PLAN FOR ACCOMPANYING INFORMATION. CODE INFORMATION INDICATED BELOW ONLY LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE REQUIREMENTS. PERMIT SET 04 II 02. 1 4 TYPE OF CONSTRUCTION: TYPE I-B 2. NON-SEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH SECTION 508.3. FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 2 HR CONSULTANT: EXTERIOR BEARING WALLS 2 HR EXISTING OCCUPANCY GROUPS: B INTERIOR BEARING WALLS 2 HR OCCUPANCY GROUPS:(CHAPTER 3): B EXT. NONBEARING WALLS TABLE 602 PROJECT DIRECTORY DEFERRED SUBMITTALS INTERIOR NONBEARING WALLS 0 HR CONSTRUCTION TYPE: ROOF/CEILING FLOOR/CEILING 2 HR EXISTING: TYPE I-B,WITH FIRE SPRINKLERS THROUGHOUT RF/CEILIN 1 HR PROPERTY OWNER: ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS Wyse Investment Services Company Andy James:AJames @Wyselnvestment.com MECHANICAL SYSTEMS SPRINKLER SYSTEMS PENETRATIONS: (SEE PENETRATION DETAILS ALL WALLS AND FLOOR AND ROOF/CEILING BASIC ALLOWABLE FLOOR AREA: B: UNLIMITED 1501 SW Taylor Street,Suite 100 Kathi Pearce: KPearce @WyseInvestment.com PLUMBING SYSTEMS AND MECHANICAL PLANS FOR LOCATIONS) ASSEMBLIES (TABLE 503,SEC.503): Portland,Oregon 97205 SEC.503) Telephone (503)294-0400 OPENING PROTECTION:(SEE PLANS FOR LOCATIONS) (OPENINGS ARE DEFINED AS DOORS,WINDOW, AREA MODIFICATIONS: INCREASE NOT NECESSARY AND NOT CALCULATED Fax (503)227-2507 AND DUCTS(REFERENCE OSSC 715 FIRE (SEC.506): ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS ASSEMBLY)SEE DOOR AND WINDOW SCHEDULES TENANT: SEE MECHANICAL DRAWINGS FOR SMOKE AND BUILDING STORIES I HEIGHT: FIRE DAMPERS ALLOWABLE(SEC 503,504): B: 11 STORY, 160 FEET LoanStar Home Lending Rick Linn:rlinn @loanstarhomelending.com 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER IBC&OSSC SECTION 907 9020 SW Washington Square Rd. MINIMUM TO FACE OF FINISH. DIMENSIONS TO TOILET ROOM BUILDING STORIES I HEIGHT: Tigard,Oregon 97223 ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE ACTUAL: B: 5 STORY,65 FEET Telephone(503)597-6702 HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS ARCHITECT: PROJECT.SEE PROJECT PLANS AND ELEVATIONS FOR ITEMS LRS Architects, Inc. Byron Balogh: bbalogh @Irsarchitects.com THAT OCCUR. 720 NW Davis,Suite 300 Paul Kurth:pkurth @Irsarchitects.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 CONTRACTOR: REQUIREMENTS ARE APPLICABLE IN ANY SPACE SERVING 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 COMMON PATH OF EGRESS MAX.TRAVEL DISTANCE TO EXIT Telephone(503)557-0866 5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE =38'-0"-THEREFORE O.K. = 138'-0"-THEREFORE O.K. fax(503)557-1085 CONFORMANCE WITH REQUIRED MOUNTING HEIGHTS. PROJECT NUMBER: 214068 1O 1.9 2.5 (3� ® T (7 T Oregon CCB#107555 6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED I 173'419 9.9 FOR MOUNTING FIXTURES. 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS 1 I One Embassy Centre DESIGNATED ON FLOOR PLANS AS OPENING-PROTECTED WALLS. I i 1_____ 1 I LoanStar DRAWING INDEX 8. FLOOR DRAINS: OK ' _}�__---f-----1j� �_ ��'I' I�� �" - •• © Home Lending ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE ��i 1�� �II I/ CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR il _ Expansion SHEET NAME II DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. _____!I Ar�� 1 j ___ III I /r A001 COVER SHEET AND CODE ANALYSIS J t lllr j ' II -- 0 A002 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE O III .0aS A dl I' I 9020 SW Washington g. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE _ �Ir I A003 SUSPENDED CEILING DETAILS PROVIDED DRAIN HOLES DO NOT EXCEED 1/2"DIA.MAXIMUM; II 1 A201 DEMOLITION PLAN FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION;AND THE �tl A 0 A % 1� 1 NOT IN SCOPE Square Road ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/B". , _--_ �1'� STAIR A202 FLOOR PLAN AND REFLECTED CEILING PLAN j � II �� Suite 250 A301 INTERIOR DETAILS II I V7/JA �:01 � Tigard, OR 97223 0 ACCESSIBILITY COMPLIANCE "Irrefilli t I,'////////! �I © -- �1 " �r /� s i��=A ' o .. _� n • u T-J 0 &L 0 3-Qd Eis ii � �� �LJ The fa cility has been surveyed and the following building elements have ® ----- II c ___- -�4 rl �/�ar- A e I' ') _ �� `. PROJECT LOCATION been found to be in compliance with IBC Chapter 11: and ANSI 117. II CIS 0� C'h MAX. r/� r �1 l REVIEWED ECOM y CO SMOON P HTEROEFORE OSK. lr E) �\ FOR COA PLIANCR ` .1 1. Van-accessible parking. I/► f a. r . O' �`" ) . dr 2.Accessible building entrance(curb ramps). GG �,/ Y� �, I ``,, at---_ Approvedi [y�4 ' ? "°dz 4�i' s� w ,4 ; ' " » 3.Accessible route within building (floors, ramps, elevators). ' jG �L �I ti « �1Wt$II IIIIII III /j I 4 OTC: i t'"" ;*fix € i € r 6 I -- a °o" -4 t b., ,i 4. Accessible restrooms and toilet fixtures. v I --_ �l 1 �' _ . :j '� I I //�� X07 ® " �� �. 6. Accessible drinking fountains. �---- .- �. __ / ,� - IIIIIIIIII J ® Petrt►tt#L Yv.1J�� / ��.�• -� < ,, t..- ,, 5. Accessible telephones. I w � ). T I ) ( ) I� �� ��i%� I� q����s� n 'Lit t ® -1 Address: a r4".. ' I _r.�111 is ! �' ! , -.� C % 7. Accessible visible/audible fire alarms. I ��, _ 'iH�il�lii t $ ( 9 I f �._ / _� I Suite#: 2_5 ' .. - �r ( r ^ , I i s� EXISTING 2-HR - B Dive p_t y,I Hq� q a �! 29 STAIR ENCLOSUR- ❑ © 'Slid- ‘---1.0-.; i.1�.1.1.? � ,44-, '°' � "14�� ..._.` 1 5 ; 1 = \ w�? 4' e -1 i- LEGEND 0 --_-i 1 �r ,�. � r Ts Air ::'---.-_' ___�:-2 -fi�i I ❑ ❑ �I - - p A in r4 , ,, ` ,, ! -} I > o _ '/if'�JiAi r- OFFICE COPY S' ( ewpw S � "a - - - - EXIT EGRESS PATH / .� SHEET TITLE: g' i Y Y y OCCUPANCY GROUP °V1 0 Cover Sheet and R / yi . . ,® l . 4.- " NNfr * - K, n.roeg B rrJ,J$iPAPAU4��. NOT IN SCOPEI " X ROOM OCCUPANT LOAD PER SECTION 1004 / / �� CO'"a Analysis U 3 jr ----_L ���� � • �S 1 _ 1. ■, - Q I; O 2 f ,�� ., i i ` a „ (XX) ACCUMULATIVE OCCUPANT LOAD -I 1r 11% I %, �` C `F Y P f.- , 3 � , t" F E "i� � �„�.- ,N,!74,,, i,. i ( ® ®G EXIT SIGN C w/INTEGRATED DIRECTIONAL ARROW o $ � cw . J *'` & 1 + WHERE CCURS IN ALL EXITS,SPACES WHERE 2 MODES OF O / - u u u u n I 1---- 0 m I `'° "' cv EGRESS ARE REQUIRED PER SECTION 1011. (REFER TO .I 1 r , } ELECTRICAL DRAWINGS FOR MORE INFORMATION). I� i i DRAWN BY: PDK v 3 �' `�' _ ; POCHE INDICATES"EXIT"TEXT SIDE OF SIGN. SIGNS 0 ! 173'-0" DATE ISSUED: 04.02.14 sese� � SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS / /� s}"`.' a F?i1/440.41, x € )° W$ _ , SHOWN ON WALL ARE WALL HUNG. ® b2 V 6 6 cb 8b b9 10 11 fa. _> 1" ''/ 1.. aw�xa•wau k e :� ..xuu `;ray }- '-. µfl _... ;. t, 4:.....f "-1 'Y+1�: �:--..,r4�..-- '�Y`.,... •.. N �{ E REQUIRED EXIT a TRAVEL DISTANCE TO EXIT =104'-0"-THEREFORE O.K. N . 2. VICINITY MAP j//� GROSS TENANT AREA SCALE: NOT TO SCALE 1. OVERALL CODE ANALYSIS PLAN - SECOND FLOOR SCALE: 1/16"= V-0" (11)sc SHEET: A DO 1 E LRS Architects,Inc.©2014 .- s NL L 0. n SUSPENDED CEILINGS GENERAL NOTES - OREGON STATEWIDE taim•rimrS PART I. 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 ARCHITECTS Referenced Sources Per Hierarchy Maximum recommended lengths for vertical struts: EQUIVALENCY) 720 NW Davis 503.221.1121 ft 1.(OSSC)2010 Oregon Structural Specialty Code(basded on 2009(IBC)International Building Code) EMT conduit Max.Length Confirm acceptance with local Jurisdiction. Suite 300 503 221.2077 0 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) irsarchitects.com 314"EMT conduit 7'-8" A. Ceilings without Seismic Bracing. Portland OR 97209 www 3.American Society of Civil Engineers(ASCE 7-05). 4.Ceilings and Interior Systems Construction Association.(CISCA) 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 the is removed,altered or Single 1 5.8"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 1 548"metal stud(20 gage) 15'-0" requirement does not trigger the need for a dosure angle. These upgrades are not required when: 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. 4554c,01)4%, 1.Code and Standards Options: Back-to-back 2112"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 �;jr 3$�5 installation of sprinkler piping. . NIXON q 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. ,�� � x'"'77 occupancy categories I and II,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 through ) Where existing ceilings have.seismic bracing but do not have compression struts at the center of the splayed wires,the addition '� g td in AS D throw h F,construction in accordance with CISCA standard for seismic zones 3 and 4 with 1. Wall moldings(perimeter closure angles)are required to have a horizontal flange 2 inches wide.One end of the ceiling grid of compression stn.its will only be required when and where the grid is replaced,altered,raised or lowered. P'► • LA ' OR modifications as noted in ASCE 7-05 standard.The following shall be applicable in addition to the requirements contained in 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 standards: 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. OF 0105- a)Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral force 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 some of the technical aspects of approval for seismic applications and overhead installations and shall 2. Where substantiating documentation has been provided to the local jurisdiction,perimeter dips may be used to satisfy the the guide. pp pp 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 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 II,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. 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, 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 I 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 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. g pp requirements contained In NWCB TB401: � g p ( ) DIFFUSER a.Lateral force bracing is required for ceilings over 1000 square feet. 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 dips 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 A102) 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 Ill and IV,shall be required to be"Engineered Design" detail 11 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 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 A102).(Source:CISCA zones 3-4) Wires installed at an angle rather than perpendicular to the grid. VERTICAL STRUTS PART II. 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: 214068 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 One Embassy Centre 1. Partitions corners of the light fixture to the structure above.These wires may be slack.(Source:CISCA seismic zones 3-4) LoanStar 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 Home Lending 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 Expansion 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) 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 zones 3-4) G. Mechanical Services Suite 250 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) Tigard, OR 97223 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 /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 13.5.6.2.2 d) Changes in ceiling planes require positive bracing.(ASCE 7-05 section 13.5.6.2.2.Item i) 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 g 3-4) Where used,partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be . A 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 Soffits 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/A102) �. provided they are surrounded by four walls and braced to structure. Suspended Ceiling 4. Other than partitions and soffits,seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating 1 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) N I. Sprinklers an /g t 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. For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch oversize ring,sleeve or adapter through the Installation Guid e 1 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 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 7-0513.5.6.2.2.Item e) not less than 200 pounds or the actual design load,with a safety factor of 2,whichever is greater(see detail 12/A102). (Source:CISCA zones 3-4) 7. "Powder driven shot-in-anchors"when used for seismic application as part of the prescriptive path in Seismic Design DRAWN BY: LRS Categories D,E and F shall have an ICC-ES approval for seismic applications and shall require"special inspection' DATE ISSUED: 04.02.14 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) a 9. Rigid bracing may be used in lieu of splay wires.(Source:ASCE 7-05 section 13.5.6.2.2) i10.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: A002 N E L RS Architects,In ®2014 0. . Li_rws "o WALL MOLDING ARCHITECTS hilli@ 720 NW Davis 503.221.1121 ft Suite 300 503 221.2077 D Portland OR 97209 www.lrsarchitects.com 8°�A. WALL ON .. �1 "tI' MIN.45° ••(„ •O MIN.45° © '0♦ ■,`,1 A* ' Q ' ♦ ♦ ,m SEISMIC SEPARATION JOINT **CIS°12 GAGE SPLAYED BRACE 4 4 `�,Il 3" • WIRES 0/ PER MANUFACTURER 3645 v� ° b �' I �► r' � \.1,...„6..11.414- � , FAT, CfA L. NIXOPi�.45 ` MIN.45 440fro 54 ° °4414.4,..:11•444:44:4044% " 8 / 3 MAX.TYP. N m Q �" ♦ ` T Q ` 06Y I ?. 2" J% ♦ ° --a-rs es--n fs-�-er s -°zs-rs-er9.-n-er-s--m r4 i5n a--rr-es-es-e9--t rs-°ts -n--es-°rs s-�s-rm-°es-- - ,^ ,��� MIN. ` Q ° ° �\ 60 /Ne ♦ ♦ ° jr.3/4.jr CONSULTANT: G 4 1 ` ♦ , ® � 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, / /CONDUITS 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(4 5'-0"OC/AROUND DUCTS AND OTHER LARGE DESTRUCTIONS. SCREW 8"M X f l ' BUILDING STRUCTURE [WALL E / (I�F so° o•` ■ 00/4-*-k * #,40 -- 0 : \Y- 0. I ________ Niiiiiii# SECURE ALL HANGERS TO f ` ♦ 4 1\ 'FL ATERAL BRACING 12'-0" BUILDING STRUCTURE. 'P��, � TRAPEZE AROUND DUCTS O.C.EACH WAY,MAIN AND OTHER LARGE 9° HIGH-HAT LIGHT FIXTURE PROJECT NUMBER: 214068 RUNNER TO STRUCTURE. OBSTRUCTIONS 41,4, BEGIN BRACING WITHIN 6'-0" LIGHT FIXTURE SUPT•-T OF PERIMETER AND 2"FROM STRUCTURE EIRE TO CROSS MEMBER / VECTOR CEILING PANEL EXPOSED TEE One Embassy Centre COUNTERSLOPE HANGERS IF ` SPREADER BAR MORE THAN 1:6 OUT OF '441� GRID SYSTEM LoanStar ADDITIONAL HANGERS AT ALL f �/ ��` OR OTHER SUITABLE SYSTEM FLEX HEAD SPRINKLER MEMBERS WITHIN 8"OF PLUMB �� �'� REQUIRED TO KEEP --- Hole Lending PERIMETER WITH SUPPORT ► 3/4" • _ _ .7 COMPRESSION STRUT 2" 3/4 ` ♦ PERIMETER COMPONENTS EXPOSED TEE GRID SYSTEM WIRE @ 1:6 SLOPE AT 12'-0"OC EACH WAY MIN. MIN.AT ` ♦ .0 FROM SPREADING APART / 0 .- Al ' r' Expansion UNATTACHED ♦ ♦ 1>_t� ��� IT SPREADER BAR BETWEEN WALLS - — ° o _.o o°_`o a o 0 0 °o o +o o ° o 0 0 0 0 0 o 1- o o . °_°_-1°,7: SE EMBERS AT ATTACHED tr - j � -- ---- - o .- - ° 9020 SW Washington Square Road 5" SEISMIC CEILING ASSEMBLY SECTION 6. UNATTACHED WALL MOLDING 7. ALTERNATE SPRINKLER PENETRATION SECTION 8. LIGHT FIXTURE SECTION- LESS THAN 56 POUNDS Suite 250 SCALE: NTS SCALE: 3"=1'-0" SCALE: NTS SCALE: 3"=1'-0" Tigard, OR 97223 1 3/8" SLACK WIRES PROVIDE SUPPORT FROM HANGER WIRES 2 STRUCTURE EXISTINGSTRUCTUR E 1 44:,:t,.,. SLACK WIRES ATTACHED — ——— I T ' I BUILDING STRUCTURE " kkekk k't HANGER WIRES 2 6 CEILING CLIP �, LIGHT FIXTURE A102 �� ›<. (3)#8 SCREWS @ GLB(1)#8 20 G 6"MTL.STUDS W/1 / I 0 e < ® A102 SCREWS©2X PURLINS ,� 3/8"FLANGES CONT. :: lo 3 :::::'�}< �� w HANGER WIRE dA I _ (2)#6 SCREWS NP.AT EACH O.C.W/(3)#8 SCREWS AT EA. SHEET TITLE: N v /� STUD. END ATTACHMENT • V a #45 11. VERTICAL HANGER WIRE ATTACHMENT Suspended Ceiling MTL.STUDS Q 24"O.C. SCALE: 3"=1'-0" .41111,'C �>C �4 Details k'kt,%..„® 0>< ® PROVIDE SUPPORT FROM e 20 GA.TOP&BOTTOM 11 STRUCTURE I ::::::CK UNATTACHED 45 DEG BUILDING STRUCTURE '/ g / DRAWN BY LRS .1 A102 ///"` CEILING HEIGHT AS NOTED _____—_-.— " __i__`_=___—__ STEEL STRAP 1"WIDE x 2" `'� DATE ISSUED: 04.02.14 i�--——————————— `� LONG x 12 GAGE MINIMUM �- :.:.:.:.:.:.:.:: .: 3 TURNS of 6" N VE I SUSPENDED CEILING SPLAYED SEISMIC WIRE co SYSTEM BRACING ` • C W 1 9. TYPICAL CEILING GRID LAYOUT PLAN 10. SOFFIT SECTION 12. SPLAYED SEISMIC BRACING WIRE ATTACHMENT 13. FIXTURE SUPPORT SCALE: NTS SCALE: 1-1/2"= V-0" SCALE: 3"=1'-0" SCALE: we=1'-0" 1 A003 SHEET: LRS Architects,Inc.®2014 m E a • . 1...Irs ARCHITECTS 720 NW Davis 503.221.1121 'R Suite 300 503 221.2077 0 Portland OR 97209 www.Irsarchitects.c om so60111:1 ty 3645 .. PA RI i 1. NIXON gati • �� EXISTING TENANT . , • .: • . - 4 s►, 'MT k 1, OR '��. . 11 I SPACE-N.I.C. I '' 1 I A A'6) * i ' CV I I I - - - Q o • — r.I I I , I I i I I I i EXISTING CONSULTANT: : 4 r--,_ _... i CORE ING I D — — — — —t- I -------------- a----- -------------- , --------'—L------- _ - . ---- I i LJ - - - - - I r ;1 © O 1 ''r0 L J I I EXISTING TENANT . SPACE-N.W. isI I 101 I0I --- .- 40 I L L �!I O0 :1 X i 7 !' - ' r011 B. - - - - - I_ ,11 - 10 Lci 0 _ — I L LJIZ ILJ ri 7 �I I 1 I 0 f LJ "olio r1 ri I iiii-41 101 I0 I v 0_ I L J L J , , -N\ PROJECT NUMBER: 214068 SCOPE OF WORK One Embassy Centre ' ' ' LoanStar 0 0 0 4 Home Lending Expansion N 9020 SW Washington Square Road 1. EXISTING CONDITIONS AND DEMOLITION FLOOR PLAN Suite 250 SCALE: 1/8"-= V-0" Tigard, OR 97223 LEGEND DEMOLITION NOTES KEY NOTES - DEMO PLAN ----_._._.__-.. .... 1. WAIVER OF EXISTING CONDITIONS:EXISTING ITEMS AND 7. ABANDONMENT OF EXISTING ELECTRICAL WORK:ALL 0 ITEMS INDICATED BY SCREENED(GRAY-TONE)LINES ARE ............................__..._........_.-_......_......,..... EXISTING WALL TO REMAIN CONDITIONS INDICATED IN CONTRACT DOCUMENTS, ABANDONED HIGH-VOLTAGE AND LOW-VOLTAGE WIRING EXISTING CONSTRUCTION TO REMAIN(TYP) DEMOLISH EXISTING WALL INCLUDING BUT NOT LIMITED TO PROPERTY BOUNDARIES SHALL BE REMOVED-NON-TERMINATED WIRING IS NOT AND RESTRICTIONS,EASEMENTS,TOPOGRAPHY,SOIL PERMITTED.ALL ABANDONED CONDUIT TO BE CAPPED. 0 EXISTING INTERIOR PARTITION TO BE REMOVED(TYP) DEMOLISH EXISTING ELEMENT AS NOTED CONDITIONS,STRUCTURES,AND UTILITIES,ARE NOT WARRANTED TO THE CONTRACTOR BY THE ARCHITECT AND 8. PROVIDE AND MAINTAIN SAFETY BARRICADES AROUND 0 EXISTING COLUMNS AND SURROUND TO REMAIN �'.. EXISTING PARTITION OWNER. AREA OF WORK TO MAINTAIN PUBLIC SAFETY. PROVIDE AND MAINTAIN SHORING OF STRUCTURE AND PROTECTION FROM O4 EXISTING RECESSED LIGHT FIXTURE TO BE RE-LOCATED X HVAC SUPPLY 2. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY ARCHITECT OF DISCREPANCIES. WEATHER DURING DEMOLITION AND NEW CONSTRUCTION. (TYP) - SEE NEW REFLECTED CEILING PLAN 9. REMOVE EXISTING FLOORING&BASE THROUGHOUT AREA ® EXISTING HVAC FIXTURE TO BE RE-LOCATED(TYP) - SEE HVAC RETURN 3. CONTRACTOR RESPONSIBLE FOR LOCATING AND OF WORK UNLESS OTHERWISE NOTED. NEW REFLECTED CEILING PLAN i PROTECTING ALL ABOVE AND BELOW GRADE SITE UTILITIES. VERIFY LOCATIONS WITH LOCAL PUBLIC WORKS DEPT.AND/ 10. PROTECT ALL ADJACENT AREAS DURING DEMOLITION& SHEET TITLE: L 2- -I EXISTING LIGHT FIXTURE TO BE RELOCATED PER NEW RCP OR UTILITY SERVICE PROVIDER(S)AND NOTIFY OWNER. FROM DUST AND TRASH INTRUSION. 0 t EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) 4. COORDINATE THE INTERRUPTION OF SITE UTILITIES WITH 11. REMOVE&SALVAGE DOORS,FRAMES,&RELITES FOR 1 THE Demolition OWNER.RESPECTIVE SERVICE PROVIDER(S)AND NOTIFY REUSE. Floor Plan h 12. REMOVE BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN BELOW ITEMS SHOWN FOR REFERENCE ONLY 5. NOTIFY THE OWNER AND BUILDING TENANTS OF UTILITY . AND REINSTALL PRIOR TO JOB COMPLETION.REPAIR SERVICE INTERRUPTIONS A MINIMUM OF 48 HOURS IN AND/OR REPLACE ANY MISSING AND/OR DAMAGED SWITCH ® SPECIAL OUTLET ADVANCE. WINDOWCOVERINGS TO MATCH EXISTING AS NEEDED P DATA OUTLET (SEE KEYNOTES) THROUGHOUT ENTIRE AREA OF WORK. ® THERMOSTAT 6. COORDINATE DEMOLITION WITH NEW WORK:COORDINATE DUPLEX OUTLET DEMOLITION WORK WITH NEW WORK INDICATED IN 13. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE ® BLANK OUTLET CONTRACT DOCUMENTS-SEE ADDITIONAL DRAWINGS FOR NOTED. 5 ..T. QUAD OUTLET ADDITIONAL INFORMATION. DRAWN BY: PDK . FEC FIRE EXTINGUISHER CABINET FLOOR DUPLEX/DATA 14. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS DATE ISSUED: 04.02.14 6 FOR REUSE. 1 FE FIRE EXTINGUISHER i4 a N v w 0 1 v h v g A201 a . g SHEET: LRS Architects,Inc.C 2014 E 8i v E , 1......FS ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503 221.2077 0 Portland OR 97209 www.Irsarchitects.com.4_;.5,53LID IS EXISTING FIRE-RATED (5� 3645 Y STAIR ENCLOSURE TO ` PAT IA L. NIXON A EXIT AT GROUND FLOOR a • • s i ,_ EXfSTI G T NAT 1 ..� I ! „° d ' ' AND, OR ,(z..t 1 _*— + ` '__._ �`__a EXISTING TENAI�`T L l _� i i .I SPACE'fJ I RC. ! I i i I I ('� Lill.IS _ Er,-- L. _ I SPA N.LC. ` I O V -I' I i ---7--11- 1 : 1.— h.-, 1-4—I— .7.., H. 17-4-1-7, 1!- ;4., 1 ______ ' (V ■ 'A _Fille C E- % I ' 1 7i :.1 1 1 r--1 1 Ni - iit 1 1 - 1 r-- ix : ''', 1 I 1 „ . . .... .._.,.-w,vx;. .b am,,.„i - ...._...,....„..,..,,I i:m„ vmx'X... ...y ..I:..,x:..v I •xve.aj...... t ' I :: S� , i- Ii? i S ;; TORA 6' 9; HALL AY ;' ._...�......._.._.;..._......`. r STOR4I E HALLWAY s,I ! � z30 I W .- i — — CONSULTANT: : F1 i ; a ! .— 232 , �3o EXISTING _ G S i ' _�_ I SOLOING!0 BUILD ! C I` _ — _ CORE i ' I I I ! I ii qOR � , I ; f i s , ,i _I.. s:d ii � ' I 1. ®) -----------1-- i -- — -- 1 1---7 -' d........._._ oo-'-- ' —1-,_..�: -t---- l^.. .-�. `�.� --N. —I--- : i p '.. e-' -1 4-0 - �---- ; i ; I OPEN ; I® ; I .:a J_ OPENX CLR. I r..i.._._..... i — �,�:.,,::,,:�- w �3FFICE ;; :...:..,k._.. _ 1,........-.4 .:u ;� ALIGN OF QFF/CE ; or I 1 r I ... OFFICE OP -—-—-—-—-—- -P- : ; : I : ?! 223 , i 229 go z i I _' EXISTING OFFICE _ EXISTING TENANT i E(1 O i 3 TING TENI�INT I � I IOFFr 24 i I I ! I I SPACE-N II.C. ; . � 224 I O I O I O I O SPACE-N.I.C. i . : i i ! E : , I I i - i i ; q g g.. �,� :; 1 I 1 asJ �) e t c.:.l...,�:i.... E M i.... e ,,-' € 1 ` `: - I O .�. — — � C O A IT_ OA n 1 e G € h 6 6 6 6 OFFICE j 3 , O i- I 3 - OFFIC I `125 i €f 225 i , i I ! E li ' s C r i __ F ; I 7 I ■ a Q I e E i , 1 ', E HR:_fit. - 1 1 1 i- 1 - 1 v I ; : ' e u i a it i i i ililililll 1, m m s m .raj ;! OFFICE " f OFFICE i i 12281 1 ° 's 228 s p<4 i : I ill i OFFICE; 1 'OFFICE I I t; OFFICE OFFICE i V 228: 1227 228 227 I --_� i i ! J i 0 ■ , .�....>b:„ui:....,ev>-� ! ,....yyxauf,,V.t.� _..r.�.•,,.,:���;sf�.rxr.��.ss.... ....�;{�.ew'au.�;a.<;..... i i f i , I s+ i 0 , ! 1 , I I I I I I I SCOPE OF WORK I PROJECT NUMBER: 214068 SCOPE OF WORK I I 9'-4" 11-10" 19'-10" 20'-0" I One Embassy Centre 4i°i I I 51'-8" I I LoanStar 0 0 0 4 0 0 0 4 Home Lending Expansion N N 9020 SW Washington . Square Road 2. REFLECTED CEILING PLAN 1, FLOOR PLAN Suite 250 SCALE: 1/8"= V-0" SCALE: 1/8"= 11-0" Tigard, OR 97223 RCP GENERAL NOTES KEY NOTES - RCP LEGEND FLOOR PLAN GENERAL NOTES KEY NOTES - FLOOR PLAN "--"'...... -= EXISTING PARTITION BELOW ITEMS SHOWN FOR REFERENCE ONLY 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW O ITEMS INDICATED BY SCREENED(GRAY-TONE)LINES ARE 1. EXISTING DIMENSIONS ARE TO FACE OF FINISH UNLESS O ITEMS INDICATED BY SCREENED(GRAY-TONE)LINES ARE LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONSTRUCTION TO REMAIN(TYP) NEW BUILDING STANDARD PARTITION SWITCH OTHERWISE NOTED. ADVISE ARCHITECT OF ANY EXISTING CONSTRUCTION TO REMAIN(TYP) EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES DISCREPANCIES PRIOR TO CONSTRUCTION. TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT O EXISTING 2X4 RECESSED FLUORESCETNT FIXTURE TO DOOR FRAME&RELITE TYPES P DATA OUTLET/2 CABLES O TYPICAL INTERIOR PARTITION-SEE WALL TYPES AND 51A301 FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE REMAIN(TYP) (:) (SEE 6/A301) ■ WALL PHONE AT 42"AFF/1 CABLE 2. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL ALL LIGHTS TO WORKING ORDER PRIOR TO JOB DATA DROP AT COUNTER HEIGHT OUTLETS,DATA&SWITCHES SHOWN FOR REFERENCE O NOMINAL 3'-0"W.X 8'-0"H.TYPICAL OFFICE DOOR TO MATCH COMPLETION. 03 EXISTING HVAC REGISTER TO REMAIN(TYP) /2 CABLES ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL BUILDING STANDARD-RE-USE EXISTING DOORS AND 2X4 ACOUSTICAL SUSPENDED CEILING PLANS TO ARCHITECT FOR REVIEW PRIOR TO FRAMES WHENEVER POSSIBLE.PROVIDE ADA LEVER 2. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW O RELOCATE EXISTING OR PROVIDE NEW 2X4 RECESSED DUPLEX OUTLET CONSTRUCTION. HANDLES(TYP) DIFFUSERS SHOWN FOR REFERENCE ONLY. VERIFY FLUORESCENT LIGHT FIXTURES AS INDICATED,MATCH u HVAC SUPPLY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES EXISTING(TYP) / \ QUAD OUTLET 3. PATCH AREAS ADJOINING AND/OR ADJACENT TO 4O INTERIOR TEMPERED OFFICE RELITE AND FRAME TO MATCH TO ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT DEMOLITION WORK TO MATCH EXISTING AND/OR NEW EXISTING BUILDING STANDARD-RE-USE EXISTING . FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL O RELOCATE EXISTING HVAC REGISTERS AS INDICATED,OR HVAC SUPPLY FLOOR DUPLEX/DATA CONSTRUCTION. WHENEVER POSSIBLE(TYP) g DIFFUSERS PRIOR TO JOB COMPLETION. PROVIDE NEW.REBALANCE SYSTEM / HVAC RETURN SHEET TITLE: g. 4. SOUND CAULK ALL WALUGLASS&WALL/MULLION JOINTS. O5 CONTRACTOR TO VERIFY NEW ELECTRICAL REQUIREMENTS 3. HVAC SUPPLY AND RETURN FIXTURES ARE APPROXIMATE ® PROVIDE EMERGENCY MEANS OF EGRESS ILLUMINIATION TO N NEW WITH LANDLORD AND/OR TENANT Floor Plan AND WILL BE DETERMINED BY HVAC CONTRACTOR. A MIN.LEVEL OF 1-FOOTCANDLE(II LUX)USING LITHONIA X EXHAUST FEC FIRE EXTINGUISHER CABINET 5. PROVIDE NEW FLOORING&BASE AND REPAINT ENTIRE SOTHERWISE NOTED. VERIFY PAINT COLOR O OFFICE CUBICLE WORKSTATION-NOT IN CONTRACT(NIC) and Reflected 4. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING, PROVIDE NEW 2x4 LIGHT FIXTURE WITH § SMOKE DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. g 6. PROVIDE NEW DOORS,FRAMES&HARDWARE. TYPE,SIZE, n Ce�l� Plan $ EXISTING 2x4 LIGHT FIXTURE ® SPECIAL OUTLET FINISH&COLOR AS PER SCHEDULES. 1 5. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH i........!. (SEE KEYNOTES) . EXISTING BUILDING STANDARD. 2x4 EMERGENCY EGRESS LIGHT THERMOSTAT 7. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED FIXTURE VOICE&DATA. 6. PROVIDE NEW LIGHT FIXTURES THROUGHOUT SUITE;MFR: 11 BLANK OUTLET g FOCAL POINT,SERIES:SKYLIGHT,SIZE:2X4,FBX-24-B-2. ® ®+ EXIT SIGNS(W/INTEGRAL ARROW 0 CABLE TV OUTLET 8. ELECTRICAL,VOICE AND DATA ROUGH IN FOR ALL PRIVATE DRAWN BY: PDK WHERE OCCURS) N NEW OFFICES TO BE WITHIN 5'-8"OF BACK WALL. DATE ISSUED: 04.02.14 7. FIRE SPRINKLERS DESIGN BUILD. E EXISTING+ SPRINKLER . Ch FUSIBLE DISCONNECT .1 S® SMOKE DETECTOR 0 PENDANT LIGHT n WALL TYPE TAG-SEE 2/A301 a b s a 1 SHEET: ��,y� N LRS Architects,Inc.®2014 is I ' • WALL TYPES LEGEND Limns 12'-0"OC EACH WAY SEPARATE SUPPORT PIPES, / /CONDUITS ETC,SECURE ALL ` /::: WALL INSULATION " " HANGERS TO BUILDING NAOLL COMPEOXTER OR WALL TYPE A ACOUSTICAL. ARCHITECTS•#12 WIRE @ 4-0 OC #12 WIRE a 4-0 OC STRUCTURE.TRAPEZE VARIES LETTER INTERIOR WALL TYPE PROVIDE PER STC/ICC RATING. 720 NW Davis 503.221.1121 M' 6-0"MAX OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC AROUND DUCTS AND OTHER REFER TO SEE WALL TYPES. LARGE DESTRUCTIONS. WALL TYPES Suite 300 503 221.2077 D 8"MAX /.: (TYP) Portland OR 97209 www.Irsarchitects.com / BUILDING STRUCTURE -� INTERIOR WALL. SEE PLANS T THERMAL. 1 FOR SCHEDULED TYPE /t PROVIDE VAPOR BARRIER. SCHEDULED HEADER ::• (TYP) i�'D' l`1 LOCAL/STATE ENERGY CODE.R AT LOAD BEARING SIZE 1 90° O �'" 1 S F 00 2. ` STRUCTURAL 4 "2x6 OR 6 METAL STUD`• *� Q,��y� 3645 L c0 .)-�' ' , • 0 OTHER.SEE WALL TYPE eTR+C,�' L. NIXON CI SECURE ALL HANGERS TO MATCH EXISTING TRIM ARE RESISTANCE RATING WALL STUD&FINISH HEIGHT e0" �' OR e BUILDING STRUCTURE. • N NON RATED SEE DRAWINGS ON THIS SHEET LATERAL BRACING @ 12'-0" TRAPEZE AROUND DUCTS : , 1 1 HOUR E EXTERIOR.SEE SECTIONS Aar r` • O.C.EACH WAY,MAIN AND OTHER LARGE . 2 2 HOUR X SHAFT.SEE SECTIONS j� (\� �V RUNNER TO STRUCTURE. OBSTRUCTIONS S NON RATED SMOKE S STRUCTURAL(BEARING) �► V BEGIN BRACING WITHIN 6'-0" C CEILING • OF PERIMETER AND 2"FROM P PARTIAL CROSS MEMBER I I a COUNTERSLOPE HANGERS IF 'a ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OF MEMBERS WITHIN 8"OF PLUMB METAL FRAME CONSULTANT: PERIMETER WITH SUPPORT (TYP) WIRE COMPRESSION STRUT IRE @ 1:6 SLOPE AT 12'-0"OC EACH WAY SPREADER BAR BETWEEN SCHEDULED DOOR ALL MEMBERS AT ATTACHED (TYP) SIDE 7" SEISMIC CEILING ASSEMBLY SECTION 4. INTERIOR KD DOOR HEAD (JAMB SIM) SCALE: NTS SCALE: 3"=1'-0" ,,s PROVIDE(2)#8 SHEET METAL ' 4 7/8" SCREWS AT EA.BRACE ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO MEMBER TYP. / STRUCTURE @ 8'-0"O.C. J PROVIDE 2"X 118"LIGHT 8 SOUND W; ;;•;-_ i SEALING GASKET CONTINUOUS = BETWEEN WALL&CEILING rp :•:••,-- _ •o __ VERIFY HEIGHT •:•i'� _ ,) 3"2.5 LB.ACCOUSTIC BATT p 2'-0"MIN. '�� \I INSULATION PER PLAN PROVIDE(2)FASTENERS @ EA. •:•:\ BRACE STUD CONNECTION TO TOP ►� � PROVIDE SOUND BATTING ABOVE "'^��- ' 5/8"GYP.BOARD BOTH SIDES OF WALL STUD ►� •:•:,—,---—`� ►ie CEILING TILES AT LEAST 2'-0"ON •• - — , EITHER SIDE OF WALL •._��' \� ►� :..v � . , ►� ..---;----N •• STEELSTUDS- 2-1/2"25 GA.(250S125-18)MTL �� : —`�_ ; 3-5/8"@ 16"0.C. PROJECT NUMBER: 214068 STUDS @ 24"O.C.WITH 5/8"GYP. ►� —`� (GAUGE BY HEIGHT) BD.EACH SIDE. PROVIDE 3"SOUND :•' -�_—� ATTENUATION BATT INSULATION ti . \i FRICTION FIT IN STUD SPACE AND : _ One Embassy Centre ACOUSTIC SEALANT @ CEILING ;—<�`~� GRID. ►j �'—( LoanStar � POW6ER DRIVEN ANCHOR •.;—= _ 4 AT D TRACK,C.THRU MTL. �_.-'-` . Home Lending � STUD TRACK,UON ; BASE ON BOTH SIDES,RB-1 0 EXISTING SLAB. Expansion 9020 SW Washington Square Road 5. BUILDING STANDARD PARTITION 2" TYPICAL VERTICAL ASSEMBLY - TYPE A Suite 250 I SCALE: 1/2"= r-0" SCALE: 3"= 1=0" Tigard, OR 97223 NOTES: 1. ALL NEW FRAMES TO BE TIMELY KNOCK DOWN SIZED TO FIT 2-1/2"OR 3-5/8"METAL STUD WALLS(WALL TYPE AS INDICATED ON PLAN). KNOCK DOWN FRAME FINISH TO MATCH EXISTING. 2. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. 3. ALL NEW DOORS TO BE SOLID CORE,HARDWOOD,VENEER FACES TO MATCH EXISTING. 4. PROVIDE LOCKING HARDWARE AT ALL PRIVATE OFFICES AND STORAGE ROOMS. 5. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE ALL ORB DOOR HANDLES WITH • LEVER STYLE WHERE APPLICABLE. i �;—\ ' --� i•0 3'-0" 3'-0" 2'_p= '� -`. SHEET TITLE:41, � _ Interior i \ / :.:. ; -----_,_, 2.. Details O c Q •—_-,-'"—`) 0.145"DIA.X 2-1/2"POWER E0 \ ao 7 �- ACTUATED FASTENER • e� \N--- �;—'� ��i 16"O.C. @ ` _�� BOTTOM TRACK M —�i DRAWN BY: PDK / TEMP •:• `---- ■ •• DATE ISSUED: 04.02.14 I Q SINGLE OPENING Q SINGLE OPENING w/2'-0" j�i WIDE RELITE ill S N d x U W i 6. DOOR FRAMES & RELITE TYPES 3. TYPICAL WALL BASE DETAIL a SCALE: 1/4"= 1-0" SCALE: 3"= 1-0" A301 n: SHEET: N LRS Architects,Inc.®2014 I •