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Plans RECEIVED OCT 2 2 2013 CITY of rlGa�� TIAA CREF DUILDf1�D hU,,_,. Lr-s T. . ARCHITECTS 720 NW Davis 503.221.1121 8 Suite 300 503 221.2077 D Portland OR 97209 www.lrsarchitects.com COLUMBIA BUSINESS CENTER e % 9900 SW G ROAD, SUITE 130 & 160 �: . IA , N w. 19i PORTLAND, OREGON 9 7223 � 0F4g�, PERMIT SET 10. 21 N13 CONSULTANT: PROJECT DIRECTORY PROJECT SUMMARY PLUMBING FIXTURE CALCULATIONS (TABLE 29-A) BUILDING MANAGER: I. GENERAL INFORMATION: Occupancy Group B:Training and Skilled Development not within a school of academic program. Cushman&Wakefield Grace McNeilly: Grece.McNeilly©cushwake.com 200 S.W.Market Street,Suite 200 PROJECT NAME: TIAA CREF T.!. Tenant ImprovementAnsa: 3,984 SF Portland,Oregon 97201 PROJECT ADDRESS: 9 S W CENTER SUITE 130& 160 Business Areas: (3,984 SF)/(200 SFlocc'= 20 occupants Telephone (503)380-4033 PORTLAND, OREGON 97223 Occupant Load: (20 occupants)I(2 sexes)= 10 Men& 10 Women. Fax (503)279 1712 N. APPLICABLE CODES: For Group B for plumbing fixture requirements... ARCHITECT: 2009 INTERNATIONAL BUILDING CODE (IBC) Minimum Fixtures Required: MEN: Ohre(1)ADA WC;One(1)ADA Lavatory ( ) WOMEN: One(1)ADA WC; One(1)ADA Lavatory LRS Architects, Inc. Byron Balogh: bbalogh@Irserchitects.com 2010 OREGON STRUCTURAL SPECIALTY CODE(OSSC) DRINKING FOUNTAINS: 0 720 NW Davis, Suite 300 Anne Bedney. ahedney@irsanchitects.com 2010 OREGON MECHANICAL SPECIALTY CODE(OMSC) SERVICE SINKS: 0 2010 OREGON FIRE CODE WRHSE.SHOWERS: 0 Portland, Oregon 97209 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE OEESC) ( Total Fixtures Provided: MEN: One 1 ADA WC;One((1 WC,2 Urinals,and Two(2)ADA L avetories' Telephone(503)221-1121 2008 OREGON PLUMBING SPECIALTY CODE(OPSC) WOMEN: Otte�1;ADA WC;One(1;WC,and Two(2)ADA Lavatortes' LEGEND Fax(503)221-2077 2008 OREGON ELECTRICAL SPECIALTY CODE(OESC) DRINKING FOUNTAINS: ...........0 SERVICE SINKS: 0 GENERAL CONTRACTOR: BUILDING CODE SUMMARY WRHSE.SHOWERS: 0 AREA OF WORK Becton 2902.4.2 Location of toilet facilities in occupancies other than covered metl buildings In - – – - EXIT EGRESS PATH C.C.I. Eric Money:eric@ccigc.com Planning&Zoning IrNbrmation occupancies other than covered mall buildings, the required pubic and employee toilet facilities shah be OCCUPANCY GROUP �' located not more than one story above or below the space required to be provided with toilet facilities and B 1265 S.35th Place Jake Money jake©cdgc.com Property ID: 1S126DC03300 the path of freve/to such facilities shall not exceed a distance o/500/eat. Ridgefield,WA 98842 x ROOM OCCUPANT LOAD PER SECTION 1004 Telephone (503)227 4440 Zoning: MUE-1 Compiles with code. (XX) ACCUMULATIVE OCCUPANT LOAD Fax(503)2276644 Building Coda Information&Calculations 0 ®+ EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW Construction Type: Type V-B A.D.A. COMPLIANCE WHERE OCCURS AT ALL EXITS, EVERY 100'IN DRAWING INDEX CORRIDORS,AND INI SPACES WHERE 2 MODES OF Automatic SpNnk/er System Yea. EGRESS ARE REQUIRED PER SECTION 1011. (REFER SHEET NAME Throughout: The existing facility has been surveyed and the following building elements have been found to be TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). incompliance with O.S.S.C. Chapter 11: and ANSI 117. POCHE INDICATES 'EXIT'TEXT SIDE OF SIGN. SIGNS PROJECT NUMBER: 213263 A001 COVER SHEET Number of Floors: Two(2) Sfohles above grade. SHOWN IN CORRIDORS ARE CE/UNG HUNG. SIGNS A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE 1.Van-accessible parking. SHOWN ON WALL ARE WALL HUNG. Occupancy Group: Occupancy B 2. Accessible building entrance(curb ram A102 SUSPENDED CEILING DETAILS g (g �) p ) E TIAA CREF T.I. A201 DEMOLITION PLANS Existing Uses: Commercial Uses:Business and Office 3.Accessible route within building floors, ramps, elevators . E REQUIRED SOT 4. Accessible restrooms end toilet xtures. A202 CONSTRUCTION PLANS Proposed Use: Group B 5. Accessible telephones. A301 INTERIOR DETAILS 6. Accessible drinking fountains. Occupancy Separations(Table 508.3.3): Not required by Section 508.3.2 and Table 508.3.3. Columbia BUS/n @SS Center DEFERRED SUBMITTALS - DESIGN BUILD Building Separation(Veit): Separation on 4 sides in excess of 30-0'. COMMON PATH TRAVEL DISTANCE FROM MOST 9900 SW Gre,enburg Road, ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS Total Building Areas(Gross SF) Approx. 48,600 SF EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT BEFORE TWO WAYS PROVIDED REMOTE POINT PER TABLE 1016.1: 100 MAX.(SPRINKLERED)PER SECTION 1014.3 EXCEPT. 1; Suite 130 Ve6g:n MECHANICAL SYSTEMS SPRINKLER SYSTEMS ALLOWED DISTANCE: 301Y MAX. LENGTH(SPRINKLERS PROVIDED) ACTUAL DISTANCE=25'-0'Tenant Improvement Area: 3,984 SF. POrfland, 97223 PLUMBING SYSTEMS EGRESS LIGHTING ACTUAL DISTANCE=631-0' CITY OF TIGARD Structural Loading/Design: Building structure under previous permit. MINIMUM DISTANCE ALLOWED BETWEEN I.ER (( PER SECTION 1015.2.1 EXCEPT.2-SPRINKLERED: Governing Code: 2010 Oregon Structural Specialty ALLOWED DISTANCE: 99-0'(DIAGONAL DISTANCE)/3=33-0'MIN. Approved [LY pecialty Code; ,y �.. ;04,11,1 o� ACTUAL DISTANCE=76'-9' Conditionally Approved [International Building Code, 2009 Edition, with Oregon ammendments. 1 ' See Letter to:Fol low [ ) / tao cJied.a ..�'.ak7 GENERAL NOTES Access lblrrty/Removalo/Berrters: ANS/ 117. /I aI// � rddWw''�/ / Pemtit N ,;THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN Govering Agency: City of 77gard, Oregon /I 4 Ad: c ss �� '�k� � SHEETS FOR CONTRACT DOCUMENT INFORMATION. THE PROJECT SUMMARY IDENTIFIES SOME o ��(/% By: '�.� Date. • '22 13 SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. /1L B �7 � OCCUPANCY i Approved plans Occupant Load 6 Egress ,,: a _. ,�,,.. _ . ,, .� . .. — c shall e o site. ./A 4r . �� y — TABLE 1004.1.2 OCCUPANT LOAD 'i - set� �r„../%� se 10 5 h II b n job '71: � 'F4� r, ICI o �.-n 20" ' �% ilji'' v„ OFFICE COPY Reception: 448 Net SF-> (448 SF}I(100 gross SF/occ.)= 5 occ. d fps/ �� � rt� /i� rt•dfpl�.-.. � ,�,.:. { ,. k .( Yc, �x ._ ay-c., v1S F L. Q ' ) a - /i.� ���� i rtrlt� �— O• �% rite; Conference Roam: 287 Net SF-> (287 SF)/(15 goes SF/occ.)= 20 occ. C 0i Al. 1-2 r +S ev. - I r _ t e� L 1 ? 1 1 sF3`e,. -,�� Ø,)tt r':e h <,ll "' s c 4 1 AREA OF WORK 7 r r «. _ s LAN: 11 B Net SF-> (116 SF)/(300 gross SFlocc)= 1 occ. p l , r) ' Cr . ° 4r t -• fi o,„ . f Break Room: 108 Net SF-> (108 SF)/(15 Boss SF/occ)= 8 occ. l7 / / �/ OCCUPANCY _ / � 1.4/& ' , -r t ; �c c . - t x1 1h '�`� i is : Open Roe: 1130 Net SF'>(1130 SF)/(100 gross SF/occ.)= 12 occ. ��� '��� � � ��� 7 / . .i as i , rP ` ' Phone Rooms 2 f� 41 Net SF (41 SF)/(100 gifts SF/occ.)- 2 occ. I►d. . is' / so / -- 0 f , £. $ F ��. w ~, Offices and Participant Room: 9 0 120 Net SF -> (120 SF)/(100 gross SF/occ.)= 18 occ. /� r SHEET TITLE. ,n . ,w � Storage: 80 Net SF-> 80 F / 100 roes SF/occ.) 1 occ. � _ — 'or � o o � ir_�i r / - - -- -- - -- --- h ii �, ; , t iD Cover Sheet ern es 'tea " ' : - ` Prep Room: 87 Net SF -> (80 SF)/(1011 gross SF/occ.)= 1 occ. �iB ' e7' S l.,s, .,Y 3` } xS y a Y� >b " "'_ £ �` "' `I' _ a. ".�m� - Visitor/Prof. Room: 182 Net SF -> (1 B2 SF)/(100 gross SFlocc.)= 2 occ. ` 1�--- �� 3 a1 cw a. ® Halt 384 Net SF -> No Additional Occupancy Load= 0 occ. u F �, r t*' . OCCUPANCY i ,- 1. ,—(' —� kesti F� '&., :4-4* 1 �` 4 l °gyp 1�/t�.L � 'lam c'S ,,:,I-r ;` - TOTAL OCCUPANT LOAD: 3,984 Gross SF -> 70 occ. 1 9 /'� 1 a. . !� --+� Actual Occupant Load: Actual SF/occ.-> (3,984 SF)/(70 occ.)=56.91 SF/occ. p �— — (X L7-� a6 1M� r ,g+ th.rsi± e a - >�r IN- �C ° }? } e �' TABLE 1015.1 ImAil i Yard. {p M i n i m u m Number of E x i t s Required 70 occ. >50,Therefore a Minimum of Two(2)Exits Required. p DRAWN BY: AEB 4� $ k ) 4 DATE ISSUED: 10.21.13 4 1 � � .,+ Number of Exits Provided: Two(2) Exits Provided. V .i I me r - "' '` ,t* -re , ' : r Travel Thru Intervening Rooms: Allowed thru accessory areas only. a TABLE 1005.1 C N Egress Witdth per Occupant (70 occ.)x(0.20)= 14 inches a a o 5 1. VICINITY MAP Actual Exit Width: 36 inches-O.K. M a SCALE: NOT TO SCALE SECTIONS 1014 thru 1016 Max.Mowed Common Path of Egress= 100-ft. iT Maximum Travel Distance Allowed: Actual Provided =25'-0-,therefore O.K. 2. SUITE LOCATION AND EGRESS PLAN A001 Maximum Travel Distance to Exit Max. Mowed Travel Distance to Exit=300 ft. N SHEET: SCALE NOT TO SCALE Actual Provided = 63'-0-,therefore O.K. g LRSA,tlbda,Inc 2013 F PERMIT SET 10.21. 13 SUSPENDED CEILINGS GENERAL NOTES - OREGON STATEWIDE LES 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 fl 1.(OSSC)2010 Oregon Structural Specialty Code(beaded on 2009(IBC)International Building Code) EMT conduit Max Length Confirm acceptance with local jurisdiction. Suite 300 503 221.2077 e along with State Code Interpretation for Section 1613.1 &ASCE 7-05 Section 13.56,effective July 1,2010. 1l2 EMT conduit 5'-10' 2.American Society of Testing Materials.(ASTM C 635,ASTM C 638) 3/4'EMT conduit 71-8' A. Ceilings without Seismic Bracing. Portland OR 97209 www.lrsarchitects.com 3.American Society Iner d Civil Engineers(ASCE T soci 1"EMT conduit 9'-9" Where misting ceilings am without seismic bracing,the ceiling system shall be brow 4.Ceilings and Interior Systems Construction Association.(MCA) 9 9 9 n9 brought khto 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 T0401) 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 1 56"metal stud(20 gage) 17-0" repaired as part of a general space alteration,or if all the ceiling ng ta removed are not required painting : replacement,this A. General Compliance with the IBC Back-to-back 1 SS'metal stud(20 gage) 15'-0" requirement does not bigger the need for a closure angle. These upgrades are not required when: p Single 21/7 metal stud(20 gage) 13'-0" 1. Removing portions of tiles or panels and/or grid to alter ductwork,sprinkler pipe,etc. 1.Code and Standards Options: Bade-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 1ti�� a.Ceiling systems designed for appropriate forces,or 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" installation of sprinkler piping. V occupancy categories I and II,per Chapter 16 d the IBC,and as provided below 9 require engineering calculations. a! PA •iCl' . NIXON 1)In Seismic Design Category C,construction in accordance with Oregon standard for seismic zones 0-2. B. Ceilings without Compression Struts. 2)In Seismic Design Categories D through F,construction in accordance with CISCA standanl for seismic zones 3 and 4 with C. Wall Moldings (See details 2, 6 and 9 on sheet A102) Where existing ceilings have seismic bracing but do not have compression struts at the center of splayed wires,the addition • • modifications as noted in ASCE 7-05 standard.The follow shall be applicable in addition to the 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. \ `0' AND, 0R . following ppl' requirements contained in shad 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 kern b) f a)Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral force bracing,and ) The diagrams included with this guide are intended b help clarify for the user some d the requirements specified in the guide. OF b)"Shot-in anchors'when used part of the prescriptive path in Seisms 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 require m 2. Where substantiating documentation has been provided to the kcal jurisdiction, perimeter clips may be used to satisfy the the guide. pp pp requ' pedal inspection"irrespective d the type requirements for the 2-inch closure angle.(see details 3 and 9 on sheet A102) of'occupancy category"the structure S in. 2 Northwest wall&C Srrg Bureau-Technical Bulletin 401(NWCB TB 401).(SEE PART 3. The grid shall be attached at two adjacent wale(pop rivets or approved method).Soffits extenrFng to a Poirot at least level with the bottom plane of the grid and independently supported and laterally braced to the structure above am deemed to be PART IV. GLOSSARY OF TERMINOLOGY FOR THIS DOCUMENT In structures dassilied as ootxpancy category 1 or II,suspended ceilings installed in accordance with the prescriptive provisions d to ale' CONSULTANT: (REGIONAL TERMINOLOGY MAY VARY)TB 401 am interpreted to comply with the BC requirements.Part II of this dowment represents the majority of the NWCB TB Y 401 4. There shall be a minimum 3/4 inch clearance from the end of the grid system at un-attached wale.(Source:ASCE 7-05 section 13.56.2.2 item b) CLOSURE ANGLE,MOLDING NWCB TB 401 contain information compiled together from different applicable documents such as ASCE Standard 7-05,IBC 2006, A metal angle or channel fastened to the perimeter wall or partition to support the perimeter ends of an acoustical ceiling ASTM Standard C635 and CISCA.It is available at the following intermit address: D. Spreader Bars (See detail 6!A102) grid. http'l/www.rwvkth.org/ CROSS TEES 1. Spreader(spacer)bars shall be used to prevent the ends of the main beams and cross tees at perimeter walls from spreading 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,aSo known as aoss runners or aces T-bws. n9 pp requirements contained h NWCB TB401: Pe n9 P ( ) 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 am attached directly to closure angles. A circular or rectangular metal grid used for the passage of air from a ducted system. approval for seismic application and overhead installations and shall require'Venial inspection'irrespective of the typed ESSENTIAL SERVICE BUILDINGS "occupancy category'the structure is In. 3. Wire tying is an acceptable alternative to spreader bars. Any budding 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.Shako Table Tasting 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 wet GRID a. Effective under the adoption of the 2006 IBC,the following two additional options wit 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 b 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.{Becton 13.2.5 tithe 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 d vertical strata and splay wires. 1.Hanger and perimeter wires must be plumb within 1 in 6 unless(see detail 5/A102)counter sloping wires are (See MAIN a prim 4. Suspended ceiling systems In structures dassifled as Occupancy Category III and IV,shat be required to be"Engineered Design" provided.( The primary suspension member supported by hanger wires also known as the main runner,carrying tee,carrying runner or as designed and certified by an Architect or Engineer In the state where the project occurs,and shall be required to have periodic detail 1/A102)(Source:ASTM C 636 section 2.1.4) rosins. special inspection d S 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 638 PERIMETER WIRES the current effective edition of the IBC adopted by the AHJ. (Source: Hanger wires placed within eight Inches d the surrounding walla. 3.Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds.(Sane: PLENUM 5. See PART II for optional equivalency for upgrading existing suspended ceiling systems.Part III may be allowed with the approval of CISCA zones 3-4) The space stove a suspended ceiling. the Authority Having Jurisdiction. SLACK WIRE 4.Powder driven shot-In-anchors are an approved method of attachment for hanger wires. A SPREADER gage wire that is not BARht a taut. 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 II. NWCB 401 8.Wires shall not attach to or bend around interfering material or equipment A trapeze or equivalent device shall be VERTICAL a rg STRUTS used where obstructions preclude diced suspension. The rigid vertical member used in lateral force bracing of the suspension conduit( system. Also studs known as compression posts, pred uspension.Trapeze suspensions shall be a minimum of back-to 1 1/4 seismic pods,seismic struts. Common materials are electrical conduit(EMT),metal studs or proprietary products. The NWCB 401 provides the BC referenced standards for the installation of suspension systems for acoustical lay4n 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 Budding Code(IBC)with regard to the requirements for seismic design category 0,E and F. Electrical Fixtures (See details 8 and 13 on sheet A102) PROJECT NUMBER: 213283 F for suspended ceilings and related Tema.Unless supported by engineering,the suspension system shall be Installed per the 1. Light fixtures weighing lees 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 selarnk zones 3-4) 2. Light fixtures weighing more than 10 pounds and less than 56 lbs.shall have two 12 TIAA CREF T.i. A. General Recommendations gage wires attached at opposing 1. Partitions comers of the light fixture to the structure above.These wires may be stack.(Source:CISCA seismic zones 3-4) Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shad be laterally braced to the structure. Bracing shall be independent of the ceiling splay bracing system.For further information on brass g of non-load bearing 3. Light tixtursa weighing more than 58 lbs.shall be supported directly from the structure above.These wires must be taut partitions,refer to NWCB technical document 6201.(ASCE 7-05 item 13.5.8.1.) (Source:CISCA seismic zones$4) Columbia Business Center 2. Main Beams 4. Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate 9900 SW Greenburg Road, MI main beams are to be Heavy Duty(HD).(ASCE 7-05 dam 13.5.622e) support without using the ceiling suspension system for direct support.(Source:CISCA seismic zones 3-4) Suite 130 & 160 3. Deflection Limits 5. Tandem fixtures may utilize common wires. Portland, Oregon 97223 A11 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 seMces weighing 20 lbs.but not more than 56 lbs.must have two 12 gage wires connecting them to the ceiling 4. WeIgM limitations system hangers or the structure above.These wires may be slack.(Sane:CISCA selamk zones 3.4) These recommendations am 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 front the structure above.These wires must be taut.(Source:CISCA seismic zones 3-4) 5. Wire Ties AN wire ties are to be three light tuns wound itze f within three inches.Twelve gage hanger wire spaced 4 foot on center(see H. Seismic Separation Joints (See detail 4 I A102) detail 1 1 A/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 S. Ceiling Plans shall be provided unless analyses are performed of the ceilings bracing system,closure angles and penetrations b provide e Changes sufficient dearance.(Source:ASCE 7-05 item 13.5.8.2.2 d) Changes in celing planes require positive tradng.(ASCE 7-05 secbbn 135.6.2.2 Item 0 2. The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans.If a seismic separation joint Is required by the designer,the designer may use the genetic joint detailed in this document or a B. Lateral Force Bracing (See detail 1 I A102 and maximum recommended lengths for proprietary Joint The amount of free movement(gap design)shall be a minimum of 3/4 Ind). vertical struts table) 3. In Ileu 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 shad extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above. gg 2. Lateral force tracing is the use of vertical struts(compression posts)and splay wires.(See deter)1/A102) b.Soffits Soffits�t 3. Lateral force bracing is required for ce Nrgs over 1000 square feet and not required for ceilings lass than 144 square feet laterally shall traced to the the structure above.(Detail 10/nd p2 plane of the grit and shall be independently supported and SHEET TITLE: provided they are surrounded by four walls and braced to structure. g Suspended Ceiling 4. Other than partitions and soffits,seismic Joints may not be used as part of a fire rated coiling assembly unless substa 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. 5 seismk zones 3-4) and Light I. Sprinklers $ 5. Seismic splay wires are to be four 12 gage woes attached to the main beam.Wkes 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 tie angle not exceeding 45°from the plane d the ceiling. (Source:CISCA seismic moss 3-4) ceiling tile to allow free movement of at least 1 inch in all horizontal directions.Flexbe head design that can accommodate modate 1 �s inch free movement shall be permitted as an alternate. (Source:ASCE 7-051356.2.2.item e) a 6. Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design bad of not less than 200 pounds or the actual design load,with a safety factor of 2,whichever is greater(see detail 12 I A102). (Source:CISCA zones 3.4) g 7. °Powder driven shot-in-anchos"when used for seismic application as part of the prescriptive path in Seismic Design DRAWN BY: AS Categories D.E and F shall have an ICC ES approval for seismic applications and shall require"special inspection' DRAWN ISSUED: 10.21.13 irrespective of the type of occupancy category the structure is in.Anchors for kicker wires(splayed wires installed for purposes g other than seismic restraint)am exempt from this requirement 8. Splay wires are to be within 2 inches of the connection of the vertical strut to suspended tail' a play speeded hng.(Source:CISCA seismic og z017e8 3-4) 9. Rigid bracing may be used in lieu of splay wires.(Source:ASCE 7-05 section 13.5.622) 5 10.Ceilings with plenums less than 12 inches to structure we not required to have lateral force bracing. 11.Vertical struts must be positively attached to the suspension systems and the structure above. (Souse:CISCA 3-4) A101 RI SHEET: g E UtS Adx rrorh,Inc.0 2013 OS f I PERMIT SET 10.21. 13 • WALL MOLDING L s ARCHITECTS © 720 NW Davis 503.221.1121 S Suite 300 503 221.2077 ❑ Portland OR 97209 www.lrsarchitects.com WALL ,I % % q=MIN.45° j MIN.45 f 41 SEISMIC SEPARATION JOINT WIRES E SPLAYED BRACE �� ./a PER MANUFACTURER ��� �! 0.41 �,� ' ' 3` 3645 MIN.45° {�1 tl •MIN.45° . i ' / \ • `1 / I PAT°iM.A . NIXON•�/ � � ® •p li • / e� / ,� / . • �. Pt T AND, DR• ... ... • ..... ?11/41 1I - 3"MAX. P. z © lb`.' ` • = ' O O# 21.4.401 .0 fi F MIN. •a \ ` ■ 1.\ M4jN ik • • G 9 ' . 3i4'I CONSULTANT: '�! • • � Qa� MIN • FLANGE •4 I. 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'=11-0" SCALE: 3"=1'-0' 12'-0'OC EACH WAY SEPARATE SUPPORT PIPES, / "CONDUITS ETC, SECURE ALL HANGERS TO BUILDING #12 WIRE(41-0"OC #12 WIRE @ 4'-0'OC STRUCTURE.TRAPEZE T 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 rMAX atI y BUILDING STRUCTURE WALL_ frt 0—90' ° ■ s...� 1 7.-... Ybeko SECURE ALL HANGERS TO Cl • • 4 • BUILDING STRUCTURE. 4 LATERAL BRACING 17-0' TRAPEZE AROUND DUCTS \ HIGH-HAT LIGHT FIXTURE PROJECT NUMBER: 213263 O.C.EACH WAY,MAIN AND OTHER LARGE 8• / l LIGHT FIXTURE SUPPC T RUNNER BRACING A STRUCTURE. TIAA CREF T.I. BEGIN BRACING WITHIN 6'-0' OBSTRUCTIONS / OF PERIMETER AND 2'FROM SUPPORT WIRE TO CROSS MEMBER STRUCTURE COUNTERSLOPE HANGERS IF ,1111* II SPREADER BAR VECTOR CEILING PANEL EXPOSED TEE ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OF �i OR OTHER SUITABLE SYSTEM GRID SYSTEM MEMBERS WITHIN 8'OF PLUMB ' i REQUIRED TO KEEP FLEX HEAD SPRINKLER ' PERIMETER WITH SUPPORT COMPRESSION STRUT 44:' 314" • ; PERIMETER COMPONENTS - _ _ Columbia Business Center WIRE @ 1:6 SLOPE AT 17-0'OC EACH WAY MIN. MIN.AT UNATTACHED ` • .0• FROM SPREADING APART EXPOSED TEE GRID SYSTEM : ' •SPREADER BAR BETWEEN _ - 0 • 9900 SW Greenberg Road WALLS C, ,0 .1_ IMF= Gee ° Suite 1308160 ALL MEMBERS AT ATTACHED i - t- °'I;1;Q; �� Q",; yam. . .... SIDE � 3� Portland, Oregon 97223 \444.., 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' 1 3/8' SLACK WIRES PROVIDE SUPPORT FROM HANGER WIRES a I 1.A102 'a I EXISTING STRUCTURE S r \" , / SLACK WIRES ATTACHED i u BUILDING STRUCTURE � ✓ HANGER WIRES ■■■■■___ _• �� �� A102 —=MEM to Il A102 it CEILING CLIP a� _ (3)#8 SCREWS©GLB(1)#8 20 GA,6"MTL.STUDS WI 1 r LIGHT FIXTURE ■!_—�"--IE■ SCREWS ZX PURLINS 1 F ir 3/8'FLANGES CONT. 3 TURNS ■iM■ice■Mill 20 GA.3 1/2'MTL STUD WI , i' w ■■■►/■■■►/■■ °w 1316"FLANGE BRACE 8'-0' VERTICAL HANGER WIRE H = (2)#6 SCREWS TYP.AT EAC SHEET TITLE: S < •■----•rS U P STUD. END D ATTACHMENT SCREWS AT EA. r ��� .....:„, _, ,‘„ pa,„1 . 11•111 �■■ g A , 11. VERTICAL HANGER WIRE ATTACHMENT .. Suspended Ceiling I I MTL.STUDS @ 24'O.C. SCALE: 3"=1'-0" ■■■.t■�■►�■■ a� Details 8 ■ IS Ell= =-■ PROVIDE SUPPORT FROM 4..3 ■■■---_---■ 20 TOP a BOTTOM METAL TRACK .''" 1 UNATTACHED 45 DEG ! BUILDING STRUCTURE �� � : � = 8 I GYP BOARD ��Ai CEILING HEIGHT AS NOTED _______—_ „ DRAWN BY: AEB A102 STEEL STRAP 1'WIDE x 2' DATE ISSUED: 10.21.13 -'— LONG x 12 GAGE MINIMUM N 3 TURNS �0 a VERIFY SYSTEM SUSPENDED CEILING SPLAYED SEISMIC WIRE BRACING 1 9. TYPICAL CEILING GRID LAYOUT PLAN 10. SOFFIT SECTION 12. SPLAYED SEISMIC BRACING WIRE ATTACHMENT 13. FIXTURE SUPPORT h SCALE: NTS SCALE: 1-1/2'= V-O' SCALE: 3"=1'-0" a SCALE: 3/4'= 1'-0- i A102 SHEET: jutsArche.m,Inc.®zm3 a I PERMIT SET 10.21. 13 LEGEND LarlirS 1 t :::::z::. I . I/ H/ \ H DEMOLISH EXISTING ELEMENT AS NOTED ARCHITECTS r,-i U 6 - Li II- L DEMO PLAN GENERAL NOTES I I EXISTING PARTITION 720 NW Davis 503.221.11.21 T I I Suite 300 503 221.2077 0 I I - _ 1. WAIVER OF EXISTING CONDITIONS:EXISTING LOW-VOLTAGE WIRING SHALL BE REMOVED- 2X4 ACOUSTICAL SUSPENDED CEILING Portland OR 97209 www.lrsarchitects.com I I ITEMS AND CONDITIONS INDICATED IN CONTRACT NON-TERMINATED WIRING IS NOT PERMITTED.ALL DOCUMENTS,INCLUDING BUT NOT LIMITED TO ABANDONED CONDUIT TO BE CAPPED. I PROPERTY BOUNDARIES AND RESTRICTIONS, HVAC SUPPLY \ 1 N. t EASEMENTS,TOPOGRAPHY,SOIL CONDITIONS, 8. PROVIDE AND MAINTAIN SAFETY BARRICADES "TI STRUCTURES,AND UTILITIES,ARE NOT AROUND AREA OF WORK TO MAINTAIN PUBLIC / HVAC RETURN WARRANTED TO THE CONTRACTOR BY THE SAFETY. PROVIDE AND MAINTAIN SHORING OF I I ARCHITECT AND OWNER. STRUCTURE AND PROTECTION FROM WEATHER _ DURING DEMOLITION AND NEW CONSTRUCTION. IG x EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED ' -- - -I 2. CONTRACTOR TO VERIFY EXISTING CONDITIONS L - - 3645 _ iG -F PRIOR TO BEGINNING WORK. NOTIFY ARCHITECT 9. REMOVE EXISTING FLOORING&BASE PAT'I IA $. NIXON 4 rr-0�r �I OF DISCREPANCIES. THROUGHOUT AREA OF WORK UNLESS ® ®+ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) I�) I 0 OTHERWISE NOTED. + SPRINKLER • <I • I , , 1 -- - - -11 c " " - - 1= 3. CONTRACTOR RESPONSIBLE FOR LOCATING AND "fill' A 1, OR I�- -I 1 1- _ -1 I PROTECTING ALL ABOVE AND BELOW GRADE SITE 10. PROTECT ALL ADJACENT AREAS DURING SMOKE DETECTOR i �� Q - — / I�•� I I I L�- I 1 UTILITIES. VERIFY LOCATIONS WITH LOCAL DEMOLITION&FROM DUST AND TRASH =-= ==_a PUBLIC WORKS DEPT.AND/OR UTILITY SERVICE INTRUSION.___). 61 rr 111UM. (1I , (11 I 1 (6I A o PROVIDER(S)AND NOTIFY OWNER. BELOW ITEMS SHOWN FOR REFERENCE ONLY ° -- - -�` - -_ - �_ __ -_ 4. COORDINATE THE INTERRUPTION OF SITE 11. REMOVE&SALVAGE DOORS,FRAMES,&RELITES II , e r 1 IT 4e Ea®, I 4 T� ,,,,,._:_,:,,.., UTILITIES WITH THE RESPECTIVE SERVICE FOR REUSE. $ SWITCH L- _ - --J-J o s PROVIDER(S)AND NOTIFY OWNER 12. REMOVE BLINDS&WINDOW COVERINGS FOR +44 i/ 0 r I © I t ( REUSE.CLEAN AND REINSTALL PRIOR TO JOB P DATA OUTLET � � LI © I I I I % 5. NOTIFY THE OWNER AND BUILDING TENANTS OF COMPLETION.REPAIR AND/OR REPLACE ANY DUPLEX OUTLET CONSULTANT: I III ) I I I (- - r.;. UTILITY SERVICE INTERRUPTIONS A MINIMUM OF MISSING AND/OR DAMAGED WINDOVYCOVERINGS 'I' u I I I *� 48 HOURS IN ADVANCE. TO MATCH EXISTING AS NEEDED THROUGHOUT QUAD OUTLET ]L.. I Q I ENTIRE AREA OF WORK. FEC FIRE EXTINGUISHER CABINET \70 3__' ST -I L I# / - 6. COORDINATE DEMOLITION WITH NEW WORK: e+11 ,fie -1 I� ` �`� r(�j} COORDINATE DEMOLITION WORK WITH NEW 13. CEILING CONFIGURATION TO REMAIN UNLESS FE FIRE EXTINGUISHER I I I '1 _-ACT_1- I I • I WORK INDICATED IN CONTRACT DOCUMENTS- OTHERWISE NOTED. II I r>,I I - I I I L V I_ SEE ADDITIONAL DRAWINGS FOR ADDITIONAL ® SPECIAL OUTLET II I INFORMATION. 14. REMOVE AND SALVAGE FIRE EXTINGUISHERS& (SEE KEYNOTES) `� ( I I IF CABINETS FOR REUSE. ® THERMOSTAT I-L I E �I I# I I I 1 s 7. ABANDONMENT OF EXISTING ELECTRICAL WORK: y ALL ABANDONED HIGH-VOLTAGE AND BLANK OUTLET , \ \ I L � \ ^� 'I_ 4'- -J - --'�-1-1P - -v - L __ I i Ir. — = \ \1---.=-- -- f....._ _- -�-- , ___��-_——� �� �' KEYNOTES II �� �� II \\111`�/ I 11+ I I I O SAW CUT AND REMOVE(E)CONCRETE SLAB FOR NEW UTILITIES-REFER TO 11 A202. I II II I X14 Q� III II� 1_ O REMOVE AND CAP PLUMBING AS REQUIRED(2 LOCATIONS). „_._______.._ III III II I �I I 11 I I i 1 O REMOVE PHONE AND DATA EQUIPMENT AND SALVAGE FOR REUSE(2 LOCATIONS). O EXISTING ROOF DRAIN AND COLUMN TO REMAIN. 1. DEMOLITION PLAN SCALE: 1/8"= 1'-O'8 N • PROJECT NUMBER: 213263 M-71 _ MX� M TIAA CREF T.I. -• _� �x �'�� Columbia Business Center M 1 - _ 9900 SW Greenburg Road, . _ I Suite 130 & 160 _ _ E Portland, Oregon 97223 N ; 1 Is-->I M- 71 l - J . V"%.I V"■A ''x . I ''x 1---,4t RCP GENERAL NOTES x + x ! 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. IL----_ _ 1- F- Ic^ ® VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS _ _Y x y x ' TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER f �x + L x + y ' ' _ PRIOR TO JOB COMPLETION. ° - _ I ' 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 M- . , - + \ n J J -. N ...*'1-- r-T ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. V i1 I� -1 x - �y 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION&SPRINKLERS TO + I I - T�1 V. , - -�___ ©TYP. ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. + SDVxx� _ I - - + SD g i I I�x I�x '-><' 4. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. - -y 4E+ �E SHEET TITLE: x M 5. REMOVE ALL EXISTING LIGHT FIXTURES AND DELIVER TO LANDLORD. . . 1 + vx le_ + �x O . - - + Demolition Plans \CD, \ + g 'lir i-- -m -. I X I �x1 le...> ___.>` \ - [_ O i KEYNOTES 1 11 + SD + SDI + -> -�I ->4 — €E i0 REMOVE AND RELOCATE EXIT SIGN-REFER TO 3/A202. x F X> '� y —� ® REMOVE(E)LIGHT FIXTURES AND DELIVER TO LANDLORD. DRAWN BY: AEB Ple- - Ic X>I j DATE ISSUED: 10.21.13 g ® EXISTING HVAC REGISTERS TO BE RE-USED-SEE NEW REFLECTED CEILING PLAN-TYPICAL. c"5 I`x�I I�x 1�x '' l�X 7I I�x�I + x + + + + M x + 4 REMOVE AND RELOCATE SMOKE DETECTOR AS REQUIRED. gi _--- i h- -�I - + + Le xy le xy le X le_ j�X9 C ©TYP. ii 2. DEMOLITION REFLECTED CEILING PLAN N A201 SHEET: N SCALE: 1/8”= 1'-0" IRS AtchNects,Inc.o 2013 ie PERMIT SET 10.21.13 I FLOOR PLAN GENERAL NOTES LAN ROOM 102 GENERAL NOTES L...riffs N N N 3� 1. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. ADVISE 1. PROVIDE MIN.DOOR SIZE OF 36"X 80"AND LOCKING HARDWARE. N N� ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. �SlTOR R • " j I 2. PROVIDE ANTI STATIC VCT TILE(VCT-2)THROUGHOUT ROOM-REFER TO N 106 �,, OFFICE OFFICE 107 1� 2. ELECTRICAL ALL EXISTING OUTLETS,DATA FINISH LEGEND. � &SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY ARCHITECTS ,N 1'-0" ' CONDITIONS. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW 3. CEILIING HEIGHT AT MINIMUM OF 81-6". FINISHED CEILING NOT REQUIRED. 0 �, 720 NW Davis 503.221.1121 o o o ® PRIOR TO CONSTRUCTION. 0 4. PROVIDE LIGHT FIXTURES AT A MINIMUM OF 8-6"AFF THAT PROVIDE 5- Suite 300 503 221.2077 ❑ . 3. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO FOOT-CANDLES POSITIONED BETWEEN ROWS OF TENANT PROVIDED 1 N PHONE CI) MATCH EXISTING AND/OR NEW CONSTRUCTION. RACKS AND/OR CABINETS,NOT DIRECTLY OVER THE TOP OF THE RACKS Portland OR 97209 www.Irsarchitects.com -=N ROOM N © '4 I AND/OR CABINETS AND CONNECT TO EMERGENCY GENERATOR IF 0 EN 'X105 O �"1„ I 4. SOUND CAULK ALL WALUGLASS&WALUMULLION JOINTS. AVAILABLE. > `F'� IL-11 OFFICE 1 4 N ,7 V. di I I. 109 { 5. PROVIDE NEW FLOORING&BASE AND REPAINT ENTIRE SUITE UNLESS 5. PROVIDE WORK AREA WITH DUPLEX OUTLETS AT EVERY VOICE I DATA di 4\\./ -al" 20'-7 " ;0:2.' " 8'-11" Q OTHERWISE NOTED. PAINT TO BE P-1 UNLESS NOTED OTHERWISE. OUTLET. N ",O 6. PROVIDE NEW DOORS,FRAMES&HARDWARE. TYPE,SIZE,FINISH& 6. ELECTRICAL PANELS,OTHER THAN THOSE EXCLUSIVELY SERVING THE . ROOM I_ (= COLOR AS PER 9/A301. LAN ROOM IN WHICH THEY ARE LOCATED,ARE PROHIBITED IN THE LANSr�!il ROOM. PAPA. L. NIXON N 0 7. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&w►c�c `' _ -� 9''11" P. I 7. PROVIDE TELECOMMUNICATIONS GROUNDING BUSBAR(TGB)THAT (N�) i BREAK 0 VOICE AND DATA ROUGH IN FOR ALL PRIVATE OFFICES TO BE SHALL BE 20 INCHES LONG AND 4 INCHES WIDE BY 114 THICK WITH • • A 1' ,� _ I N '� ROOM 111 . !11 : �r-� � 8. ELECTRICAL, "' CONFERENCE N A 103 NIj `' _ --___._..... r................__.__, WITHIN 5'-8"OF BACK WALL. PREDRILLED NEMA BOLT HOLE SIZING AND SPACING. EACH TLAND, OR DISTRIBUTION POINT SHALL BE GROUNDED TO THE MAIN BUILDING �� r-1 �NI-- ., © o GROUNO AND EIA/ 607 REQUIREMENT SHALL BE FOLLOWED. ROOM !I1 ` N 1 -• ■ N ©� 0101 '9�,,, N 102 `�I I�I �301 � � t ( j 0 '�.(E)W� //I GROUND,NEC A TIA 60 Q 1►! o �.•GN Iil1 -� -- I ' / c� I, N " '' : N 0 YNO TES AND LAYOUT WITH TENANT PRIOR TO CONSTRUCTION �j_2 � t , 0��J �`� ; �� 1( KE 8. COORDINATE FINAL LAN ELECTRICAL,DATA AND VOICE REQUIREMENTS (N N [ ' ' ' y 0 PROVIDE POWER AND DATA FOR WORKSTATIONS,TYPICAL. COORDINATE 0 © �r - I1 o O WITH TENANT FOR EXACT LOCATIONS AND ELECTRICAL REQUIREMENTS. 301 0 �� P' wr 1 Co`Q --/` (E) 2 PROVIDE ACCESSIBLE SINK,FAUCET,AND PLASTIC LAMINATE CASEWORK. RECEPTION O 1+7_ '. 101,_ O '-3 ---.___--.._.. O �rrmmoia CONSULTANT: 100 1. .�� _,_ ,- I PROVIDE NON-MARKING STAINLESS SIDE-BY-SIDE REFRIGERATOR WITH ICE LAN ROOM 102 KEYNOTES �. tea' La ° �'*3 CPT-1 MAKER AND WATER DISPENSER IN DOOR(OR EQUIVALENT)AND PROVIDE `48 +'e'u !� 1I N !!I W1 1',�� 4'Q' N N N �''-�a € WATER LINE. PROVIDE DISHWASHER AND MICROWAVE TO MATCH , N O i 10 INSTALL TENANT PROVIDED OWNER INSTALLED NETBOTZ NEAR _ PARTICIPANTS PARTICIPANTS Nom_ N N REFRIGERATOR. PROVIDE DEDICATED OUTLET FOR MICROWAVE. R^ CEILING ON WALL N r N N ROOM ROOM N1 OFFICE p 7 4 N •. J , I O O (NIC) 119 117 115 N a- __N 'V ( O3 PROVIDE DEDICATED OUTLET FOR TENANT PROVIDED PRINTERS. ; ( 42 PROVIDE EXHAUST-WALL LOUVER AT 12"AFF. PREP - - Npj COORDINATE EXACT LOCATION WITH TENANT PRIOR TO CONSTRUCTION 0 0 © 3 PROVIDE REVERSE THERMOSTAT EXHAUST SYSTEM,COMPLETE WITH • �� N° t,.,- -- ROOM A . ( ) I I 4 PROVIDE EXTRON CABLE CUBBY,MODEL 800,IN CENTER OF TENANT )i� . LAN 1 I I O SUPPLY GRILLE,DAMPER,REMOTE ACTUATOR,AND PROGRAMMABLE (El 4Vf-1 C, C GI dirt-1 ® 0 B _ ( PROVIDED CONFERENCE TABLE. I THERMOSTAT. REFER TO TENANT REQUIRED SPECIFICATIONS FOR �7 110 O PROVIDE FLOOR OUTLETS(WIREMOLD RC-4)FOR POWER AND DATA. L A ADDITIONAL INFORMATION. 1 l'-64"QL. .1 LVT-11 O' 1 O L -1 V ' " 7''S " L\ NIy COORDINATE LOCATIONS WITH TENANT PRIOR TO CONSTRUCTION. , _ " 2 '�L 8- 8.5 / Di? 1 t . ,' 4 • PROVIDE 4'X 8X5/8 PAINTED PLYWOOD FURRED OUT 3 FROM -11Z 0 �� 1 Q ��•� C� 6� PROVIDE WALL ON CENTERLINE OF WINDOW MULLION-REFER TO 41 A301 �,� °o WALL WITH STANDARD STUDS ALONG ENTIRE WALL FOR TENANT (4 LOCATIONS). _E i o PROVIDED EQUIPMENT. INSTALL AT A MINIMUM OF 6"AFF. m N j 07 POUR NEW SECTION OF CONCRETE SLAB. 1' 0 0 � COVER PLYWOOD WITH FIRE-RETARDANT PAINT,VOID FREE. •'301 ■*-* fri ..: - 4E, 0 E 0 IMF ,T4 5 PROVIDE GROUNDING BUSBAR THAT MEETS NEC ARTICLE 1 NW h N(/) (I)N N E�N �8 MODIFY EXISTING EXIT DOORS TO OPERATE WITH EXTERNAL CARD , © , 1 O 250-GROUNDING AND BONDING AND AN OHM TEST PERFORMED. STORAGE READER AND ELECTRIC STRIKE. MAINTAIN EGRESS FUNCTION(2 ��� ������ ��„� INSTALL AT 70" AFF AND 2"TO SIDE OF THE LADDER RACK. _ OFFICE OFFICE-�4 OFFICE OFFICE l LOCATIONS) lil fir _.._ N O9 PROVIDE JUNCTION BOX INCLUDING POWER,VOICE,AND DATA AT 18"AFF. OB PROVIDE 120V-L5 20 TWIST LOCK AT TOP OF TENANT PROVIDED RACK. `'�_._..__........- __.....--... N N' N Cir©N N .L ?� N- N�. p 0 { = 10 PROVIDE POWER AND DATA AT 16"AFF. �T PROVIDE 50A-208 HARD WIRE CIRCUIT AT BACK OF TENANT �^ i. \.P PROVIDED RACK. _. , _..__._. -� - �� 71 if. - �------- -- --9 .. „ - -- --------- -- -- -- -' 11 PROVIDE BLACKOUT SHADES;MECHO SHADE,EQUINOX 0100 SERIES WITH � 8O PROVIDE COMPUTER ROOM AIR CONDITIONER UNIT-SEE LAN r_-_-_„__- __ ___( __ .L..`. ___ -- --...: -- __-_ SIDE RAILS FOR FULL.BLACKOUT,COLOR:TBD(2 LOCATIONS). ROOM 102 SPECIFICATIONS. ' 9'-52" I 0 9'-10f" 10'-1 " 12 PROVIDE CHAIR -APPROXIMATELY 4'-0"LONG BETWEEN RELRE AND O9 PROVIDE DISCONNECT FOR TENANT PROVIDED UPS. 1. FLOOR PLAN CORNER AT 3Y AFF (10 LOCATIONS). 2. ENLARGED FLOOR PLAN: LAN ROOM 102 SCALE: 1/I3"= 1'-0" N SCALE: 1/4"=1'-0" N ® PROVIDE 20 AMP OUTLETS(3 LOCATIONS). 11 PROVIDE EXHAUST TO CEILING PLENUM. PROJECT NUMBER: 213263 ALTERNATE BID ITEMS o 1. REPLACE ALL EXISTING 2 X 4 ACOUSTICAL CEILING PANELS WITH NEW IRCP GENERAL NOTES LEGEND TO MATCH EXISTING BUILDING STANDARDS;ARMSTRONG,CORTEGA, >1>1 { • I EXISTING PARTITION REQUIRED EDR CODE REFER TO 3 SEISIMIC BRACING ABOVE GRID,IF 1 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING molionimm• NEW BUILDING STANDARD PARTITION Columbia Business Center Ammaill CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT (SEE DETAIL 1/A301) 2. REPLACE LUXURY VINYL TILE,LVT-1 WITH; ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO c� NEW BUILDING STANDARD PARTITION TO DECK SERIES:TARK.REMIER,VPI 9900 S W Greenberg Road, ! CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER COLOR:WILD CHERRY#3024 ...IL�-� 4 PRIOR TO JOB COMPLETION. (SEE DETAIL 2/A301) SIZE:3.08"X 37" Suite 130 & 160 RECITE PARTITION Portland, Oregon 97223 2. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS reg SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND In= ' r- , REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL DOOR FRAME&RECITE TYPES 1 Nog PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN © (SEE 9/A301) FINISH LEGEND ALL DIFFUSERS PRIOR TO JOB COMPLETION. Nomoolimmil 1 2X4 ACOUSTICAL SUSPENDED CEILING CARPET 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,SMOKE �l �� DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND CPT-1 BIGELOW,CONNECT,MODULAR,CPTI-NESTING#7559,24"X 24" (QUARTER TURN INSTALLATION-CONFIRM WITH TENANT PRIOR TO COORDINATION PRIOR TO CONSTRUCTION. Ell HVAC SUPPLY INSTALLATION). "'" ' " " 4. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING HVAC RETURN LUXURY VINYL TILE I BUILDING STANDARD. LVT 1 MOHAWK,ULTIMATE STEP,US01-3201,COLOR:HONEY,6"X 36" - ® ` 5. PROVIDE NEW LIGHT FIXTURES THROUGHOUT SUITE;MFR:FOCAL POINT, EXHAUST VINYL COMPOSITION TILE 7 A- --1 I�, , SERIES:SKYLIGHT,SIZE:2X4,FBX 24-8-2.I VCT-1 ARMSTRONG,VCTI-STONE WHITE#52127, EXCELON STONETEX, ;� + �� / I- PROVIDE NEW 2x4 LIGHT FIXTURE 12"X 12". s_, i __.._.._. VCT-2 ARMSTRONG,SDTI-PEARL WHITE#51953, STATIC DISSIPATIVE, 1', I ' 0 TYP ® ®+ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) 12"X 12". + ■ + KEYNOTES + SPRINKLER RUBBER SASE - i. {s + ' L_I �� , 0 TYp SMOKE DETECTOR • R13-1 ROPPE RUBBER BASE,B1-4"GRAY#48,COVE PROFILE,FULL ( 0 EXISTING SUSPENDED CEILING GRID TO REMAIN,TYPICAL. 0 ROLLS ONLY. • X - U2 PROVIDE WIFI(2 LOCATIONS). PAINTED ACCENT WALL / v + 10 PAINT SHEET TITLE: I B �E ( I - -- 1 / O3 EXHAUST TO CEILING PLENUM. "COORDINATE ACCENT WALL LOCATIONS WITH TENANT PRIOR TO=X [ I CONSTRUCTION. Construction Plans M + , + FI + + ` 4 REMOVE,CLEAN,AND THEN REINSTALL ALL EXISTING HVAC REGISTERS, _.._-__. �► - ------- O P-1 (WALLS)BENJAMIN MOORE,#0C-15 BABY FAWN,USE LOW OR NO I SD I + "' '1. Rimini ! TYPICAL. BELOW ITEMS SHOWN FOR REFERENCE ONLY _ 0 �� ;�� I VOC BASE(NATURA OR ECO SPEC),EGGSHELL FINISH. O PROVIDE NEW HVAC REGISTERS TO MATCH EXISTING,TYPICAL. ��1 ■ fir ._ I_ I' 1 _ SWITCH 'P-2 (ACCENT)BENJAMIN MOORE,#CSP-690 HIDDEN SAPPHIRE,USE r_ _� I P DATA OUTLET/2 CABLES ` ► - FINISH. NO VOC BASE(NATURA OR ECO SPEC),EGGSHELL + 0 I { ► WALL PHONE AT 42"AFF/1 CABLE � + DATA DROP AT COUNTER HEIGHT/2 CABLES -� + L41 �I + .M I _ + �� *12-3 (ACCENT)BENJAMIN MOORE,#2131-50 NIMBUS GRAY,USE LOW OR � E DUPLEX OUTLET NO VOC BASE(NATURA OR ECO SPEC),EGGSHELL FINISH. 0 QUAD OUTLET "R4 (ACCENT)BENJAMIN MOORE,#2108-40 STARDUST,USE LOW OR NO DRAWN BY: AEB 11 { VOC BASE(NATURA OR ECO SPEC),EGGSHELL FINISH. DATE ISSUED: 10.21.13 i� ® FLOOR ouTLEr PLASncLaMiNATE N NEW X X " ' - / ` i FEC FIRE EXTINGUISHER CABINET PL-1 (VERTICALS) NEVAMAR,FOSSIL GRAY#S6031T a + , + + + + + - _ FE FIRE EXTINGUISHER PL-2 (HORIZONTALS) WILSONART,EVENING TIGRIS#4647-60 1 + �_�- WIFI WIFI CONNECTION ... ; .......-_-_-_ -.___,- -...-- -.....__.__- _ .__...._ I ® SPECIAL OUTLET .-- A (SEE KEYNOTES) TYP. ® THERMOSTAT A2O2 3. REFLECTED CEILING PLAN N SCALE: 1/8"= 1'-0" 0 CABLE OUTLET . ®iota m CABLE TV OUTLET SHEET: - . N NEW (RS E EXISTING 3, FUSIBLE DISCONNECT PERMIT SET 10.21. 13 12'-0"OC EACH WAY SEPARATE SUPPORT PIPES, L....rirs HANGERS TO BUILDINGS ALL ARCHITECTS #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC STRUCTURE.TRAPEZE 720 NW Davis 503.221.1121 18 GA.DEFLECTION CHANNEL 0.MAX OR#10 WIRE 5'-0"OC OR#10 WIRE 5'-0"OC AROUND DUCTS AND OTHER PROVIDE(2)#8 SHEET METAL SECURE TO METAL DECK W/ / / / / SCREWS AT EA.BRACE 114"DIA.X 1-112"POWER LARGE DESTRUCTIONS. Suite 300 503 221.2077 ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO ACTUATED DRIVEPINS INTO BACKER RODS MEMBER TYP. Al STRUCTURE©8'-0"O.C. CONCETE FILLED FLUTES @ 18" 8"MAX AND CLEAR SEALANT EXISTING WINDOW MULLION Portland OR 97209 www.Irsarchitects.com " - --------- O.C. OR#8 S.M.S INTO METAL / BUILDING STRUCTURE PROVIDE r'X 1/8"LIGHT&SOUND - % DECK©18"O.C. PROVIDE FOR PR&PAINT ON WINDOW SILL BELOW SEALING GASKET CONTINUOUS CONTINUE ,� 3/4"DEFLECTION. OF WALL END BETWEEN WALL&CEILING GYP.BD.TO • SIDE , CEILING �� i 90° �O M TYPICAL o '� VERIFY HEIGHT* o % o ___ SEE RCP. �+. ' .:G,�G� Jt J — 40111 ►: 2'-0"MIN. , CEILING SYSTEM AS SPECIFIED "��` I i� ;i4 WHERE OCCURS(REFER TO . C'/ Q� `` I '" 4 PROVIDE(2)FASTENERS a EA. ►3 �� RCP) \ tiC `5 J } i * PA WI' L. NIXUN STUD CONNECTION TO TOP ► I + BRACE ■ PROVIDE •SOUND BATTING ABOVE •, A OF WALL STUD CEILING TILES AT LEAST 2'-0"ON . • • EITHER SIDE OF WALL ;� 3-5/8.25 GA(3625125-18)MTL SECURE ALL HANGERS TO i P, "RAND, OR 6 , STUDS a 24"D.C.WITH 5/W GYP. BUILDING STRUCTURE. ".�,� ` •• GLAZING /�' 2-1/?25 GA(2505125-18)MTL �� BD.EACH SIDE. EXTEND MTL IIPILAPTERAL BRACING Q 121-0 TRAPEZE AROUND DUCTS •- " �� STUDS AND GYP.BD. FULL HEIGHT O.C.EACH WAY,MAIN AND OTHER LARGE PARTITION TYPE AS •S .. OF 143#-- TUDS 24"O.C.WITH 5t8 GYP. ►3 �� TO UNDERSIDE OF STRUCTURE RUNNER TO STRUCTURE. OBSTRUCTIONS SCHEDULED , BD.EACH SIDE. PROVIDE 3 SOUND ►� �� ABOVE. PROVIDE 3"SOUND BEGIN BRACING WITHIN 6'-0" ATTENUATION BATT INSULATION ti r' FRICTION FIT IN STUD SPACE AND ATTENUATION BATT INSULATION OF PERIMETER AND Y FROM ACOUSTIC SEALANT a CEILING j FRICTION FIT IN STUD(SEE NOTE CROSS MEMBER I GRID. ►: j• BELOW FOR MORE INFORMATION). COUNTERSLOPE HANGERS IF ►i POWDER DRIVEN ANCHOR POWDER •DRVEN ;►� MORE THAN 1:6 OUT OF CENTER OF MULLIION TO ►� ANCHOR AT 747 O.C. pe, ADDITIONAL HANGERS AT ALL i•:.: CONSULTANT: PLUMB ►� AT r-o"O.C.THRU MTL. �,i MEMBERS WITHIN 8"OF ALIGN WITH CENTER OF i ► THRU MTL.STUD • BASE ON BOTH SIDES,RB-1 PARTITION STUD TRACK,UON � �.; BASE ON BOTH SIDES,RB-1 S TRACK,UON �i.•�� PERIMETER WITH SUPPORT • i� WIRE 1:6 SLOPE COMPRESSION STRUT i.; �� AT 12'-0"OC EACH WAY ►! EXISTING SLAB I L.( —_ EXISTING SLAB .:.•— SPREADER BAR BETWEEN ' . NOTE: FOR WALLS 13•-8"ABOVE FINISHED FLOOR(AFF)BUT LESS THAN 16'-f AFF,PROVIDE 3-6/8"20 GA . ALL MEMBERS AT ATTACHED (3628200.33)STRUCTURAL MTL STUDS WITH Y FLANGE AT 24"O.C. FOR WALLS OVER 25.0"AFF,PROVIDE 6"18 GA SIDE •:.• (6005162-43)MTL STUDS AT 16"O.C. FOR OTHER CONDITIONS,VERIFY WITH ARCHITECT PRIOR TO CONSTRUCTION. i... •• 1. BUILDING STANDARD PARTITION 2. BUILDING STANDARD PARTITION TO DECK 3. SEISMIC CEILING ASSEMBLY SECTION 4. WALL TO MULLION DETAIL SCALE: 1,2"= 11-0" SCALE: 1/2"= 1'-0" SCALE: NTS SCALE: 3"= 11-0" / 2'-1"U.O.N. }, CLEAR SILICONE CAULK AT SEAM CONTINUOUS CLEAR SILICONE CAULK AT SEAM(TYP) 2'-1"U.O.N. �, (TYP) FRENCH CLEAT PLASTIC LAMINATE COUNTERTOP&SPLASH CHROME ACCESSIBLE FAUCET 1'-0"U.O.N. AT ALL EXPOSED SURFACES&EDGES(SEE p ELEVATION)OVER 3/4 SUBSTRATE ADA COMPLIANT STAINLESS PLASTIC LAMINATE AT 1" 1" STEEL KITCHEN SINK ALL EXPOSED& i PLASTIC LAMINATE COUNTERTOP SEMI-EXPOSED ' " SURFACES OVER 3/4" II &SPLASH AT ALL EXPOSED SURFACES&EDGES(SEE SUBSTRATE;SELF x' 6"DRAWER N ELEVATION)OVER 3/4" • EDGE I MEDIUM-DENSITY FIBERBOARD ' 4"WIRE PULLS,BRUSHED `CJ .\----- MADE W/EXTERIOR GLUE. • I ALUMINUM(TYP) 4"WIRE PULLS,BRUSHED •WHITE INTERIOR w/ ] PLASTIC LAMINATE AT ALL ALUMINUM .. . ADJUSTABLE SEMI-EXPOSED SURFACES OVER PLASTIC LAMINATE OVER 3/4"• • •• • SHELVES(TYP) r 314"SUBSTRATE;SELF EDGE 5 SUBSTRATE REMOVABLE BASE I WHITE INTERIOR w/ADJUSTABLE iS CABINET DOORS WI FULLY PROJECT NUMBER: 213263 •• SHELVES(TYP) BLACK HEAT Z CONCEALED EUROPEAN HINGE & • ; PROOF WRAP :::R:: ; 1L1TY TIAA CREF T,l•• BASE AS SPECIFIED;REFER TO a OSED 7• 4WE PULLS, Pt ) ^ / BRUSHED /r ALUMINUM(TYP) I� _� 4T.O.FIN_FLR `t T.O.FIN�FLR _ Columbia Business Center \ 9900 SW Greenburg Road, CONTINUE FLOOR FINISH Suite 130 & 160 UNDER PLAN AT SINK, SEE E FL OOR Portland, Oregon 97223 FLOOR PA 5. TYPICAL UPPER CABINET 6. LOWER CABINET WI DRAWER & DOOR 7. TYPICAL LOWER CABINET w/SINK 8. NOT USED I SCALE: 1"=1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"=1'-0" NOTES: 1. AU.NEW FRAMES TO BE TIMELY KNOCK DOWN SIZED TO FIT 2-112"OR 3.5/8"METAL STUD WALLS(WALL TYPE AS INDICATED ON PLAN). KNOCK DOWN FRAME FINISH TO BE BROWNTONE#SC101. 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 LAN ROOM. 5. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE ALL ORB DOOR HANDLES WITH 0501 LEVER STYLE WHERE APPLICABLE. PROVIDE ELECTRIC STRIKE AT CONDUIT FOR TENANT PROVIDED CONTRACTOR DOOR AND CARD READER AT DOOR. g-0■ POWER AND DATA INSTALLED T.V. MODEL:CRL FOLGER ADAM 310-1. / 3 EQ.CABINETS TENANT PROVIDED CONTRACTOR i 3' " 3'-0" 2'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 1'-6" 3'-0" 1'-0" EXISTING CEILING EXISTING CEILING INSTALLED T.V.BRACKET ii, — — — - PROVIDE 24"X 24-0/4"PLYWOOD SHEET TITLE: �--- / ___ �— BLOCKING to/ / / 1_,. /.,_ `r VERTICAL SURFACES, NETWORK PORT AND PASS-THRU Interior Details 14 �/ PL-1 / ♦ WITH STRING TO CONFERENCE / / / _ _ _ _ _ �-- - -I Ct TABLE \ \ j / \ / ( HORIZONTAL SURFACES, 5„ 20A DUPLEX OUTLET 4 �? / _ r-- - -� PL-2 / to / I Sa / zo MICRO v III \Iv- =, \ ♦ — \� `� i _ I REF �' "�L _ ——-� : • TEMP TEMP ♦ TEMP TEMP TEMP TEMP • TEM' TENP > \ TEMP z" I _ - II ` • �- ,� • • \ — T.O.FIN.FLR.--- 1 I T.O.FIN.FLR _ ♦ �� -" T ` DRAWN BY AEB 1 Q SINGLE OPENING O SINGLE OPENING w/21-0" Q SINGLE OPENING wl FOUR(4)3'-0'WIDE RELITES. ui � ) SINGLE OPENING w/1'-6" © SINGLE OPENING w/1'-O �� . BASE,�1 TENANT PROVIDED AND g WIDE RELITE TIMELY PRE-FINISH ON OFFICE SIDE AND PAINT LOBBY v� WIDE RELITE WIDE RELITE 7 6 INSTALLED CREDENZA DATE ISSUED: 10.21.13 SIDE TO MATCH EXISTING, a'il A301 A301 § ir 2'-0" 3' 2'-'' / CONFERENCE TABLE-REFER TO a : FLOOR PLAN a 0 i 9. DOOR F RAMES & RELITE TYPES 10. INTERIOR ELEVATION: BREAK ROOM 103 11. INTERIOR ELEVATION: CONFERENCE ROOM 101 2 SCALE: 1/4"= 1'-0" SCALE 1/4"= 1'-0" SCALE: 1/4"= 1'-0" 1 SHEET: A301 CV IRS A ,Ma 02013 i PERMIT SET 10.21.13