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Plans (3) BUP2014 00135 ARCH I T E C T S 720 NW Davis 503.221.1121 Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com ()1VL () L1 () IV%S { 3645 rig, IV ()I? TPI VIAE%S T T, It R; A L. NIXON 8060 SWPFAFFLEt?FFT TE e " TLl#Nla, OR OFTIGARD,, OREGON 97223 V CONSULTANT: PERMIT SET u'6. 10- 14 PROJECT DIRECTORY —__ _ _ PROJECT SUMMARY BUILDING OWNER; GENERAL INFORMATION: G3 Leasing,LLC Diane DeAutremont:diane.deautremont@lile.com PROJECT NAME: ONE UP SOLUTIONS NORTHWEST T.l. c/o Lile International PROJECT ADDRESS: 8060 SW PFAFFLE STREET, SUiTE 102 8060 SW Pfaffle Street,Suite 200 TIGARD, OREGON 97223 Tigard,Oregon 97223 Telephone(503)726-4810 Fax(503)726-4893 BUILDING CODE SUMMARY & CALCULATIONS ARCHITECT; Planning&Zoning Information LRS Architects,Inc. Byron Balogh:bbalogh@lrsarchitects.com Property ID: 1 S136CD90011 720 NW Davis,Suite 300 Anne Bedney: abedney@Irsarchitects.com Portland,Oregon 97209 Zoning: C-P Professional Commercial Telephone(503)221-1121 Building Code Information& Calculations Fax(503)221-2077 _ Construction Type: Type V-N based on original permit under 1997 Uniform Building Code (UBC) with Oregon amendments GENERAL CONTRACTOR; Automatic Sprinkler System Throughout. Yes. Robert Todd Construction, Inc. Bob Swain:bobs@RobertToddConstruction.com 4080 SE International Way,Suite 8-113 Number of Floors: Two(2) Stories above grade. Milwaukie,Oregon 97222 Occupancy Group: Occupancy B. Telephone(503)653-5704 Existing Uses: Business and Office Fax #98 653-5729 Proposed Use: Group B:Office CCB#98517 Occupancy Separations(Table 508.3.3): Non-separated Uses. Separations not required. PROJECT NUMBER: 214168 Total Building Area(Gross SF): 20,400 SF. GENERAL NOTES DRAWING INDEX THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEET NAME Tenant Improvement SHEETS FOR CONTRACT DOCUMENT INFORMATION. THE PROJECT SUMMARY IDENTIFIES SOME LEGEND One Un Solutions Area: 1,016 SF. SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. Structural Loading/Design: Building structure under previous permit. �c� AREA OF WORK Northwest T.I. A001 COVER SHEET Governing Code: base Oregon Structural Specialty Code; - - -- - EXIT EGRESS PATH 8060 SW Pfaffle Street, A002 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE based an International Building Code, 2009 Edition _ -- ---- v. -r__ --- - -_- _ _ B OCCUPANCY GROUP Suite 1 D2 A003 SUSPENDED CEILING DETAILS Accessibility/Removal of Barriers: ANS/ 117. A201 CONSTRUCTION PLANS Govering Agency: City of Tigard, Oregon. (XX) ACCUMULATIVE OCCUPANT LOAD Tigard, Oregon 97223 DEFERRED SUBMITTALS - DESIGN BUiLD Occupant Load&Egress EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW WHERE OCCURS AT ALL EXITS, EVERY 100'IN C Q �C � TABLE 1004.1.2 OCCUPANT LOAD CORRIDORS,AND IN SPACES WHERE 2 MODES OF ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS MECHANICAL SYSTEMS SPRINKLER SYSTEMS Office' 1,016 Net SF--> (1,016 SF)/(100 gross SF/occ.)= 11 occ. EGRESS ARE REQUIRED PER SECTION 1011. (REFER RMMM )FOR C3OS COMPL Nt TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). Approvrc�: POCHE INDICATES "EXIT"TEXT SIDE OF SIGN. SIGNS EGRESS LIGHTING TOTAL OCCUPANT LOAD; 1,016 Gross SF --> 11 occ. SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS OTCs �-- Actual Occupant Load: Actual SF/occ.--> (1,016 SF)/(11 occ.)=93 SF/occ. - - SHOWN ON WALL ARE WALL HUNG. Permit TABLE 1015.1 Address. Minimum Number of Exits Required. 11 occ. <50,Therefore a Minimum of One(1)Exit Required. E REQUIRED EXIT Suite#S._ Number of Exits Provided: One(1)Exit Provided. - C D I P, Travel Thru InterveningRooms; C $ Oal� I (1014.2) Allowed thru accessory areas only. -� �- - -- - -- - _ - ��C R 3 �- d TABLE 1005.1 - Oak 1Rilts : 213 Egress Witdth per Occupant (11 occ.)x(0.20)=2.20 inches OFFICE COPY Nk- � , .. oa "� Actual Exit Width: 36 inches--O.K. - - ___ � � � NSECTIONS 1014 thru 1016 --- - SPACE WITH ONE MEANS OF EGRESS PER TABLE 1015.1• ~ MAX OCCUPANT LOAD ALLOWED:49;ACTUAL LOAD=11 �] iA Maximum Travel Distance Allowed: Max.Allowed Common Path of Egress= 100-ft. D j Actual Provided=94'-0",therefore O.K. B At a = � 2� _� � Maximum Travel Distance to Exit. Distance 00 ft Max.Allowed Travel i tance to Exit=3 - �3 eettsr Actual Provided=94'-0",therefore O.K. SHEET TITLE: ` 43/ AREA OF WORK - - Cover Sheet co PLUMBING CALCULATIONS (PER TABLE 29-A) iitwut ALLOWED ACTUAL o FOR B OCCUPANCY: 3 W.C. &3 LAV. 2 W.C./2 LAV. at each floor :. 20,400 SF/200 SF per occupant= 102/2- 51 required per sex Cake M EXIT ACCESS TRAVEL DISTANCE FROM MOST i x.13 REMOTE POINT PER TABLE 1016.1: ALLOWED DISTANCE: 300'MAX. LENGTH(SPRINKLERS PROVIDED) ACTUAL DISTANCE=94'-0° DRAWN BY: AEB M A.D.A. COMPLIANCE ; ' )•. Gf sfne _ _�___ — _____--- _ - -- DATE ISSUED: 06.10.14 IN 11 �.T" a lati nr --- � " surveyed and the following building elements have been found to be The existing facility has been in compliance with O.S.S.C. Chapter 11: and ANSI 117. S 1. Van-accessible parking. N 2. Accessible building entrance (curb ramps). N D 3. Accessible route within building (floors, ramps, elevators). 4.Accessible restrooms and toilet fixtures. 1. VICINITY MAP 5.Accessible telephones. 2. SUITE LOCATION AND EGRESS PLAN 6. Accessible drinking fountains. SCALE. NOT TO SCALE 7.Accessible(visible/audible)fire alarms. SCALE: 1116"= 1=0" CD a SHEET: A001 m E LRS Architects,Inc.©2014 CL cn IR C4 PERMIT SET 06. 10. 14 SUSPENDED CEILINGS GENERAL NOTES - OREGON STATEWIDE PART L SUSPENDED CEILINGS FOR NEW CONSTRUCTION 12.The vertical strut may be EMT conduit,metal studs or a proprietary compression post.(See table below) PART Ill UPGRADING OF EXISTING CEILINGS (OPTIONAL A R C H I T E C T S Referenced Sources Per Hierarchy Maximum recommended lengths for vertical struts: EQUIVALENO 720 NW Davis .503.221.1121 �k 1.(OSSC)2010 Oregon Structural Specialty Code(basded on 2009(IBC)International Building Code) Confirm acceptance with local jurisdiction. Suite 300 503 221.2077 D along with State Code Interpretation for Section 1613.1 &ASCE 7-05 Section 13.56 �effective July 1 2010. EMT conduit Max.Length 2.American Society of Testing Materials.(ASTM C 635,ASTM C 636) 1/2"EMT conduit 5'-10" Portland OR 97209 www.lrsarehitects.com 3.American Society of Civil Engineers ASCE 7-05). 3/4"EMT conduit T-8" A. Ceilings without Seismic Bracing. 1"EMT conduit 9'-9" Where existing ceilings are without seismic bracing,the ceiling system shall be brought into substantial compliance with current 4.Ceilings and Interior Systems Construction Association.(C/SCA) _ _ code requirements(including compression struts at the center of the splayed wire,attachment of slack wires form light fixtures 5.Northwest Wall and Ceiling Bureau,Suspension Systems for Acoustical Lay in Ceilings-Technical Bulletin 401-Revised 4/07. Metal studs Max. Length and air terminals to the structure,etc.)when a substantial amount(50%or more)of the ceiling tile is removed,altered or (NWCB T8401) Single 15,8"metal stud(20 gage) 12'4" repaired as part of a general space alteration,or if all the ceiling is removed for washing,painting or replacement,this Back-to-back 15'8"metal stud(20 gage) 15'-0" requirement does not trigger the need for a closure angle. These upgrades are not required when: A. General Compliance with the IBC Single 21/2"metal stud(20 gage) 13'-6" 1.Removing portions of tiles or panels and/or grid to alter ductwork,sprinkler pipe,etc. � 1.Code and Standards Options: Back-to-back 21/2"metal stud(25 game) 15'-0" 2.Lateral bracing and fixture attachment will not be required when portions of a ceiling are removed only to facilitate the $ 45 r' a.Ceiling systems designed for appropriate forces,or installation of sprinkler piping. tO L. NIXON 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. 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) Where existing ceilings have seismic bracing but do not have compression struts at the center of the splayed wires,the addition L N[D OR . 2)In Seismic Design Categories D through 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 struts will only be required when and where the grid is replaced,altered,raised or lowered. 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) 9 g V " 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 to help clarify for the user some of the requirements specified in the guide. These diagrams are not design or construction documents and are intended only to illustrate some of the technical aspects of 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. Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used to satisfy the the guide. approval for seismic applications and overhead installations and shall require"special inspection"irrespective of the typeof"occupancy category"the structure is in. requirements for the 2-inch closure angle.{see details 3 and 9 on sheet AlA102) 2.Northwest Wall&Ceiling Bureau-Technical Bulletin 401 (NWCB TB 401).(SEE PART 11). 3. The grid shall be attached at two adjacent walls(pop rivets or approved method).Soffits extending to a point at least level with the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be PART IV. GLOSSARY OF TERMINOLOGY FOR THIS DOCUMENT CONSULTANT: In structures classified as occupancy category 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, 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 internet address: D. Spreader Bars (See detail 6/A1021 grid. hftp://www.nwcb.org/ 1 1. Spreader(spacer)bars shall be used to prevent the ends of the main beams and cross tees at perimeter walls from spreading 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. The following shall be applicable in addition to the requirements contained in NWCB TB401: DIFFUSER a.Lateral force bracing is required for ceilings over 1000 square feet. 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. b."Shot-in-anchors"when used as part of the prescriptive path in Seismic Design Categories D,E,&F shall have an ICC-ES ESSENTIAL SERVICE BUILDINGS approval for seismic application and overhead installations and shall require"special inspection"irrespective of the type ofAny building designed to be used by public agencies as a fire station, police station,emergency operations center,State "occupancy category"the structure is in. 3. Wire tying is an acceptable alternative to spreader bars. Patrol office,sheriff's 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 The main beams and cross tees of the suspension system. a.Effective under the adoption of the 2006 IBC,the following two additional options will be available based upon ASCE 7-05HANGER WIRE 5. Where substantiating documentation has been provided to the focal jurisdiction,perimeter clips may be used to satisfy the requirements for spreader bars. 10 or 12 gage soft annealed wire used as primary support for the grid system. Also called suspension wires. Sections 13.2.5 and 13.2.6: LATERAL FORCE BRACING 1)Shake table testing of components and their supports,to determine their seismic capacities,in accordance with ICC The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral force bracing Acceptance criteria 156.(Section 13.2.5 of the ASCE 7-05).or consists of vertical struts and splay wires. 2)Seismic qualification by experience data based on nationally recognized procedure.{Section 13.2.5 of the ASCE 7-05.), E. Hanger(Suspension)wires (See details 1, 5 and 11 on sheet A102) 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 1 /Al 02)(Source:ASTM C 636 section 2.1.4) mains. q 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 Ill for optional equivalency for upgrading existing suspended ceiling systems.Part III may be allowed with the approval of CISCA zones 3-4) SLACK WIRE the Authority Having Jurisdiction. A 12 gage wire that is not tight or taut. 4.Powder driven shot-in-anchors are an approved method of attachment for hanger wires. SPREADER OR SPACER BAR A bar with notches to prevent the suspension system from separating,also called a stabilizer bar. 5.Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire SPLAY WIRES (see details 1,2 and 6 on sheet Al 02).(Source:CISCA zones 3-4) Wires installed at an angle rather than perpendicular to the grid. VERTICAL STRUTS PART M 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 PROJECT NUMBER: 214168 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) 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) One Up Solutions A. General Recommendations 2. Light fixtures weighing more than 10 pounds and less than 56 lbs.shall have two 12 gage wires attached at opposing 1. Partitions corners of the light fixture to the structure above.These wires may be slack. (Source:CISCA seismic zones 3-4) Norrth wes t T.I. Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. ' 3. Light fixtures weighing more than 56 lbs.shall bei supported directly from the structure above.These wires must be taut. 8060 SW Pfaffle Street, Bracing shall be independent of the ceiling splay bracing system.For further information on bracing of non-load bearing (Source:CISCA seismic zones 3-4) partitions,refer to NWCB technical document#201. (ASCE 7-05 item 13.5.8.1.) Suite 102 2. Main Beams 4. Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate 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) T/gard, Oregon 97223 3. Deflection Limits 5. Tandem fixtures may utilize common wires. All cross tees shall be capable of carrying the design load without exceeding deflection equal to 1/360 of its span. (CISCA zones 3-4) G. Mechanical Services 1. Terminals or services weighing 20 lbs.but not more than 56 lbs.must have two 12 gage wires connecting them to the ceiling 4. Weight Limitations system hangers or the structure above.These wires may be slack. (Source:CISCA seismic zones 3-4) These recommendations are intended for suspended ceilings including grid,panel or tile,light fixtures and air terminals weighing no more than 41bs.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 �I All wire ties are to be three tight turns around itself within three inches.Twelve gage hanger wire spaced 4 foot on center(see H. Seismic Separation Joints (See detail 4/A102 detail 1 /Al 02).(ASTM C 636 item 2.3.4) 1. For ceiling areas exceeding 2,500 square feet,a seismic separation joint or full height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system,closure angles and penetrations to provide 6. Ceiling Plane Changes 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 tJ 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: 3 on one level extending from wall to wall shall be exempt from the lateral force bracing requirements.(Source:CISCA zones a.Partitions c 3-4) Where used,partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above. 2. Lateral force bracing is the use of vertical struts(compression posts)and splay wires. (See detail 1/A102) b.Soffits 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/Al 02) provided they are surrounded by four walls and braced to structure. Suspended Ceiling 0 4. Other than partitions and soffits,seismic joints may not be used as part of afire rated ceiling assembly unless substantiating a 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. and Light seismic zones 3-4) �211. Sprinklers Installation Guide 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 a angle not exceeding 450 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 o inch free movement shall be permitted as an alternate.(Source:ASCE 7-0513.5.6.2.2.item e) 6. Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load,with a safety factor of 2,whichever is greater(see detail 12/A102). c (Source:CISCA zones 34) DRAWN BY: LRS 7. "Powder driven shot-in-anchors"when used for seismic application as part of the prescriptive path in Seismic Design A q 10.14 Categories D,E and F shall have an ICC-ES approval for seismic applications and shall require"special inspection" DATE ISSUED: 0 . 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. 3 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) CL 9. Rigid bracing may be used in lieu of splay wires.(Source:ASCE 7-05 section 13.5.6.2.2) 0 00 10.Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. 11.Vertical struts must be positively attached to the suspension systems and the structure above.(Source:CISCA 3-4) a SHEET: AO02 n LRS Architects,Inc.0 2014 0 rn E m w PERMIT SET 06. 10- 14 Y d WALL MOLDING ARCH I T E C T S p 720 NW Davis 503.221.1121 S� Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com 0 81 ti/ � \ WALLI MIN.45'ZQ MIN.450 ® 4 ® ° 4 � SEISMIC SEPARATION JOINT 12 GAGE SPLAYED BRACE C�YYY' PER MANUFACTURER ~4 3 � TIM WIRES d 01� ® r Ra' A L. NIXONMIN.450 MIN.450 4k PO T ANI), OR OF3"MAX.TYP. N ° --- ---- - O O O --_ _O_ oO -__r, 2ao a - MIN. ° 4 ° m ° /4" CONSULTANT: 4 4f G Fgtij Q 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, 01 ONDUITS ETC,SECURE ALL HANGERS TO BUILDING #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC STRUCTURE.TRAPEZE ----2"WALL MOLDING 6'-0"MAX ell OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC AROLIND DUCTS AND OTHER LARGE DESTRUCTIONS. SCREW $"MAX BUILDING STRUCTURE WALL—/ 900 Z NeF SECURE ALL HANGERS TO BUILDING STRUCTURE. LATERAL BRACING @ 12'-0" TRAPEZE AROUND DUCTS a HIGH-HAT LIGHT FIXTURE PROJECT NUMBER: 214168 O.C.EACH WAY,MAIN AND OTHER LARGE LIGHT FIXTURE SUPP T RUNNER TO STRUCTURE. OBSTRUCTIONS M' BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2"FROM SUPPORT I STRUCTURE One Up Solutions CROSS MEMBER VECTOR CEILING PANEL EXPOSED TEE — COUNTERSLOPE HANGERS IFSPREADER BAR GRID SYSTEM Northwest T.I. ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OFOR OTHER SUITABLE SYSTEM FLEX HEAD SPRINKLER MEMBERS WITHIN 8"OF PLUMB ® `°° REQUIRED TO KEEP -- PERIMETER WITH SUPPORT COMPRESSION STRUT 2" 3/4" ° ° ° PERIMETER COMPONENTS EXPOSED TEE GRID SYSTEM 5060 SW Pfaffle Street, „ FROM SPREADING APART O Suite 102 WIRE @ 1.6 SLOPE AT 12-0 OC EACH WAY MIN. MIN.AT ° � UNATTACHED ° ° O O O O p 0 Tigard, Oregon 97223 SPREADER BAR BETWEEN WALLS ° o p o o a n a o 0 0 o o => o o a c o o ALL MEMBERS AT ATTACHED � �� tie ���-oae �um-�� - � o o � � � �� � � � � o _� o 0 SIDE 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: W=1'-0" SCALE: NTS SCALE: 3"=1'-0" 13/8" SLACK WIRES PROVIDE SUPPORT FROM — HANGER WIRES I _ STRUCTURE SLACK WIRES _TING EXISSTRUCTURE ATTACHED — ——————_—— — BUILDING STRUCTURE HANGER WIRES 2 6 CEILING CLIP LIGHT FIXTURE A102 A102 (3)#8 SCREWS @ GLB(1)#8 SCREWS 2X PURLINS 20 GA,6'MTL STUDS W/1 @ 3/8"FLANGES CONT. �'� 3 TURNS 20 GA.31/2"MTL STUD W/ID o w 13/8"FLANGE BRACE @ 8'-0" —'-" —- VERTICAL HANGER WIRE m (2)#6 SCREWS TYP.AT EACH O.C.W/(3)#8 SCREWS AT EA. SHEET TITLE: M QU STUD. o z END ATTACHMENT 71. VERTICAL HANGER WIRE ATTACHMENT p g Suspended Ceiling a Q MTL.STUDS @ 24"O.C. SCALE: 3"=1'-0" Details a PROVIDE SUPPORT FROM t' ~ �._--- STRUCTURE 20 GA.TOP&BOTTOM n METAL TRACK UNATTACHED 45 DEG �s \ BUILDING STRUCTURE � GYP BOARD \ '` • 6 DRAWN BY: LRS g A102 CEILING HEIGHT AS NOTED ____--__ __—__—________ STEEL STRAP 1"WIDE x 2" DATE ISSUED: 06.10.14 ————---------—— — LONG x 12 GAGE MINIMUM 3 N L '`---�_ 3 TURNS s•• z 6" VERIFY SUSPENDED CEILING SPLAYED SEISMIC WIRE SYSTEM BRACING a 9. TYPICAL CEILING GRID LAYOUT PLAN 10. SOFFIT SECTION 12. SPLAYED SEISMIC BRACING WIRE ATTACHMENT co 13. FIXTURE SUPPORT SCALE: NTS SCALE. 1-1/2"= f--0" SCALE: 3"=1'-0" SCALE: 3/4"= - 0 a SHEET: A003 LRS Architects,Inc.©2014 rn E PERMIT SET 06. 10. 14 LEGEND di 118 EXISTING PARTITION A R C H I T E C T S O(E) j N COPY 6 •— --• — — N ROOM N ---- 720 NW Davis 503.221.1121 19 -- 101 _ - • � NEW BUILDING STANDARD PARTITION --__ ° SEE DETAIL 3/A201 PROVIDE E #8 SHEET METAL CPT-1 O E ,, ( ) SCREWS AT EA.BRACE Suite 300 503 221.2077 D ATTACHMENT TO STRUCTURAL 20 GA,3 5/8"STUD BRACING TO l --- STRUCTURE @ 8'-0"O.C. Portland OR 97209 www.irsarchitects.com RECEPTION ♦ +I► RELITE PARTITION MEMBER TYP. 100 --- - -- PROVIDE 2"X 1/8"LIGHT&SOUND ALIGN - NEW�-� DOOR FRAME&RELITE TYPES SEALING GASKET CONTINUOUS BETWEEN WALL&CEILING 4 (SEE 4/A201) o 2 2 _--- VERIFY HEIGHT N o OFFICE — __._ BELOW ITEMS SHOWN FOR REFERENCE ONLY 3645 ' �Nco 105 N _ — �- PROVIDE(2)FASTENERS @ EA. MI . NIXON t_._. 105 OPEN SWITCH BRACE STUD CONNECTION TO TOP 1 OFFICE - P TELE/DATA OUTLET OF WALL STUD 1 N 104 C A DUPLEX OUTLET t �, �� •- - - - - -', N o OFFICE � �� 5 u # # © THERMOSTAT 3-5/8"25 GA.(362S125-18)MTL00 7� N N _ —u �— E EXISTING BD.EACH SIDESTUDS @ . PROVIDE 3O.C.WITH "SOUNDALIGN N 3 _ N NEW ATTENUATION BATT INSULATION N ( SERVER r l�� FRICTION FIT IN STUD SPACE AND N 1034-- Zq z i �> l� R RELOCATED ACOUSTIC SEALANT @ CEILING _ N CPT.. -- — —. a GRID. 103 i FE FIRE EXTINGUISHER POWDER DRIVEN ANCHOR — ______ AT 2'-0"O.C.THRU MTL. CONSULTANT: y r. - - - - - - - - - - - - - - - - STUD TRACK,UON 1 BOTH SIDES AS N 2X4 ACOUSTICAL SUSPENDED CEILING BASE ON BO —}- SPECIFIED EXISTING SLAB 1. FLOOR PLAN 2. REFLECTED CEILING PLAN HVAC SUPPLY SCALE: 1/8"= 1'-0" SCALE: 118"= 1=0" z HVAC RETURN 3• BUILDING STANDARD PARTITION EXISTING BUILDING STANDARD LIGHT FIXTURE SCALE: 1/2"= 1'-0" PROVIDE NEW CATED FLOOR PLAN GENERAL NOTES D STANDARD 2x40 LIGHT FIXTURE BUILDING RCP GENERAL NOTES `.� EXISTING LIGHT FIXTURE TO BE REMOVED OR 1. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. ADVISE I-__- I RELOCATED ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ® ®,� EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) 2. REMOVE BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL PRIOR ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO TO JOB COMPLETION.REPAIR AND/OR REPLACE ANY MISSING AND/OR DAMAGED CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB SPRINKLER WINDOWCOVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE AREA COMPLETION. OF WORK. �_p�_p� 2. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS SHOWN FOR 3. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. REFERENCE ONLY, VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO FINISH LEGEND ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO 4. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. CARPET CPT-1 TO BE SELECTED Uj z / 5. SOUND CAULK ALL WALL/GLASS&WALL/MULLION JOINTS. 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. SHEET VINYL z 6. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. REPAINT NEW SV-1 TO BE SELECTED �i WALLS ONLY UNLESS OTHERWISE NOTED. 4. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. w RUBBER BASE 0 7. WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING 5. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE AND FINISH. RB-1 TO BE SELECTED BUILDING STANDARD TYPE,SIZE,FINISH&COLOR. TOUCH UP EXISTING FRAMES& DOORS WHERE NEEDED TO APPEAR AS NEW. PAINT 4 TEMP P-1 TO BE SELECTED 8. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. SINGLE OPENING wl 2'-0" WIDE RELITE 9. WHEN BUILDING A NEW DEMISING WALL AND CREATING A NEW VACANCY,FINISH PROJECT NUMBER: 214168 BOTH SIDES OF NEW WALL AND PROVIDE PAINT. REPAIR EXISTING CEILING ON BOTH SIDES TO APPEAR AS NEW. PROVIDE ADEQUATE MECHANICAL COVERAGE TO NOTES: BOTH SUITES AND SPLIT METERS AS REQUIRED. ADJUST SWITCHING AS REQUIRED / SO EACH SUITE HAS SEPARATE CONTROLS. One p Solutions 1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD V 10. ALL NEW INTERIOR PARTITIONS AND FINISHES TO MATCH EXISTING BUILDING RCP KEYNOTES DOOR TYPE AND FINISH. Northwest T.I. STANDARDS. �^ 2. ALL NEW FRAMES TO MATCH EXISTING. 11. PATCH ALL INTERIOR FINISH SURFACES TO MATCH ADJACENT CONSTRUCTION AND 1'J REMOVE AND RELOCATE LIGHT FIXTURES AS REQUIRED,TYPCIAL. 8064 SW Pfaffle Street, FINISH. 3. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE O2 PROVIDE NEW HVAC AS REQUIRED,TYPICAL. ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. Suite 102 12. ALL DOORS AND FRAMES TO MATCH EXISTING BUILDING STANDARDS UNLESS 4. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. Tigard, Oregon 97223 NOTED OTHERWISE. ALL DOOR HANDLES,LATCHES,AND THRESHOLDS TO COMPLY WITH FEDERAL ADAAG&STATE OF OREGON REGULATIONS. 13. PROVIDE MVAC TO TENANT SPACE TO MEET BUILDING AND MECHANICAL CODES. 4. HVAC SYSTEM DESIGN,DRAWINGS,AND PERMIT TO BE PROVIDED BY LICENSED . DOORS, FRAMES & RELITE TYPES MECHANICAL CONTRACTOR. SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. SCALE: 1/4"= I'-O" 14. 1'- 14. PROVIDE ELECTRICAL WIRING,OUTLETS,AND DEVICES TO MEET BUILDING AND ELECTRICAL CODES, ELECTRICAL DESIGN,DRAWINGS,AND PERMIT TO BE PROVIDED BY LICENSED ELECTRICAL CONTRACTOR. SUBMIT DOCUMENTS TO ARCHITECT TO REVIEW. 15. PROVIDE AUTOMATIC FIRE SPRINKLERS TO MEET CODE AND N.F.P.A.STANDARDS. FIRE PROTECTION DESIGN,DRAWINGS,AND PERMIT TO BE PROVIDED BY LICENSED FIRE PROTECTION CONTRACTOR. SUBMIT DOCUMENTS TO ARCHITECT FOR REVIEW. FLOOR PLAN KEYNOTES O REMOVE DOOR AS REQUIRED TO PROVIDE DOOR SWING AS INDICATED. O REMOVE EXISTING FLOORING IN THIS AREA. O PROVIDE TWO(2)DEDICATED OUTLETS, COORDINATE WITH TENANT FOR EXACT SHEET TITLE: LOCATIONS PRIOR'TO CONSTRUCTION. 0 O Construction Plans PROVIDE FIRE EXTINGUISHER AS REQUIRED. �5 PROVIDE NEW OUTLETS AS INDICATED. COORDINATE EXACT LOCATIONS WITH TENANT PRIOR TO CONSTRUCTION,TYPICAL. O6 PROVIDE RELOCATED DOOR. ann 3 0 c c� In M E DRAWN BY: AEB o DATE ISSUED: 06.10.14 a 0 ca t= Z - 0 �i n d c O v v SHEET: A201 0- m c CRS Architects,Inc. 2014 0 rn E m ID 65 a PERMIT SET 06. 10. 14