Loading...
Plans (3) BtP2013 - 00213 RFOEIVED AUG 2 2 2013 mrL 2 CITY OF TIGARD SUILMNG DIVISI I ARCH I T E C T S 3 0 720 NW Davis 503.221.1121 2!f Suite 300 503 221.2077 13 Portland OR 97209 www.Irsarchitects.com FANNO CREEK PLACE = BUILDING B 16083 SW UPPER BOONES FERRY ROAD,, SUITE 320 3645 iCI1A L. NIXON TIGARD., OREGON 97224 T rale, :�R � OF 0 PERMIT SET 08a 15z 13 CONSULTANT: PROJECT DIRECTORY PROJECT SUMMARY BUILDING MANAGER: L GENERAL INFORMATION: IV. EMERGENCY SYSTEM STANDARDS: Norris,Beggs,8 Simpson Monique Clouser:mclouser@nai-nbs.com PROJECT NAME: SUITE 320 TL A. BUILDING TO BE FULLY SPRINKLERED 121 SW Morrison,Suite 200 PROJECT ADDRESS: 15083 SW UPPER BOONES FERRY ROAD, B. IN BUILDINGS WITH EXISTING SMOKE DETECTORS:PROVIDE CODE Portland,Oregon 97204 SUITE 320 MINIMUM CORRECTIONS AS REQUIRED. SMOKE DETECTORS TO BE Telephone (503)684-6000 TIGARD, OREGON 97224 TIED TO THE BUILDING ALARM SYSTEM. Fax (503)624-0636 PROPERTY ID: W248495 C. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE SYSTEM: PROVIDE CODE MINIMUM CORRECTIONS AS REQUIRED. IF A SYSTEM H. APPLICABLE CODES: DOES NOT EXIST, DO NOT ADD ON. ARCHITECT: D. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE EGRESS PATH IN 2009 INTERNATIONAL BUILDING CODE (IBC) ALL PUBLIC AND TENANT SPACES. MINIMUM 114TENS17Y SHALL NOT BE LRS Architects,Inc. Russ Finley: rfinley@lrsarchitects.com 2010 OREGON STRUCTURAL SPECIALTY CODE(OSSC) LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE 720 NW Davis,Suite 300 Chris Weiland: cwelland@Irsarchitects.com 2010 OREGON MECHANICAL SPECIALTY CODE(OMSC) LENGTH OF THE PATH. CONNECT TO BUILDING ELECTRICAL SYSTEM. Portland,Oregon 97209 2010 OREGON FIRE CODE E. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED TO Telephone{503}221-1121 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) BUILDING POWER SUPPLY WITH BATTERYBACK-UP FOR MIN 1-112 2011 OREGON PLUMBING SPECIALTY CODE(OPSC) HOUR DURATION. Fax(503)221-2077 2011 OREGON ELECTRICAL SPECIALTY CODE(OESC) F. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. III, BUILDING STANDARDS: GENERAL CONTRACTOR: Bartel Contracting,Inc. Steve Sprawkins: steve@bartelcontmcbng.com BUILDING TYPE.• TYPE Il-B, 3 STORIES, SPRINKLERED BUILDING OCCUPANCY B$S-1 135 E.Hereford Street TOTAL BUILDING FLOOR RENTABLEAREA: +1-49,963 R.S,F. Gladstone,Oregon 97027 THIRD FLOOR RENTABLE AREA: +/-16,412 R.S.F. Telephone(503)650-4084 AREAS OF WORK 3,316 R.S.F. TENANT OCCUPANT LOAD: UNOCCUPIED SPACE DRAWING INDEX LEGEND SHFF_T NAME Mm AREA OF WORK PROJECT NUMBER: 213227 A001 COVER SHEET A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE E OCCUPANCYGROUP Suite 20 Talmo A102 SUSPENDED CEILING DETAILS A201 FLOOR PLAN I REFLECTED CEILING PLAN E REQUIRED EXIT GENERAL. NOTES Fanno Crank Placa THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION. Building B DEFERRED SUBMITTALS - DESIGN BUILD THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. a"� ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS 16033 SW Upper MECHANICAL SYSTEMS SPRINKLER SYSTEMS -- - - - 6o0fIS Ferry RoaC71 PLUMBING SYSTEMS EGRESS LIGHTING Suite 320 RY y/. �F 5f�7 tea' M� ,•� `. , , a '� > 1 �� +¢c� � _ _- 97224 # .. CITY OF TIGAL" 're z i {� f Approved ved...... ` ..... ............ Conditionilly Approved.............. [ L I See Letter to:Follow.................. f PermitNumberttac ped / ® � ' . C ✓ 3� Rd BUXOM � d B : Date: Z t � nto- ' ... — — :y,,°:# ,� �»;:�. ..,�- ,. �,t ='� � r .:; ,✓4 t .,„ ,. i SHEET TITLE: / , f r r• s ,y. 4 . � -:.-,:_ , �r � � Cover SheetMp17 , F p ilans � n oh site...ilei! be o a 'fn r r. t: f ,t l r NX OFFICE l / V L COPY / .` �:.. - r, �F�, �:� - � \ J ,'; � :t`'' / � UNOCCUPIED SPACE x; / '?�. Vis.• w.. /,- i/ -,// / BY: DRAWN CPW v DATE ISSUED: 08,15.13 A 3 f/ ."., <..,,.,...<. +fir �.: •u.. , •. .,-. U�, .. .,rrs*. .. -. ..�"'.•.,, :..,. A ,' '// '/� ', ='w;,.. '"f. a e ser ar7tx"` t. '/ , ;! / ...L,.l ..�:�i .LLr''�G✓'- w r , Occupancy Type • w ;3V�I1d /� /�. /,� �f`// / Occupancy Load �.. Cons ._._..I r AREA OF WORK Rated Coorridor� .1t Energy Code N N Accessibility Pte, I. VICINITY MAP 2. BUILDING MAP 3. SHITE LOCATION AND EGRESS PLAN SHEET: A001 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE LRS Aratd9d&Inc.0 2W3 PERMIT SET 0&15.13 SUSPENDED CEILINGS GENERAL NOTES - OREGON STATEWIDE �17S PART 1. SUSPENDED CEILINGS FOR NEW CONSTRUCTION 12.The vertical strut may be EMT conduit,metal studs or a proprietary compression post(See bW below) PART 1/1. UPGRADING OF EXISTING CEILINGS(OPTIONAL A R C H I T E C T S Referenced Sources Per Hierarchy Maximum recommended lengths for vertical struts: EQUIVALENCY) 720 NW Davis 503.221.1121 IR 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 1613.18 ASCE 7-05 Section 13.56,effective July 1,2010. 1/2'EMT conduit 5'-10' 2.American Society of Testing Materials.(ASTM C M ASTM C 6M 3/4'EMT conduit T-8' A. Ceilings without Seismic Bracing. Portland OR 97209 www.Imarchhects.com 3.American Society or Civvil Engineers(ASCE 7-0". 1'EMT conduit 9'-9' Where etristing ceilings are without seismic bracing,the ceiling system shall be brought into substantial compliance with current 4.Ceilings and Interior System Construction Association.(CISCA) code requirements('including compression struts at the center of the splayed wire,attachment of slack wires form fight fixtures 5.Northwest Well and Ceiling Bureau,Suspension Systems for Acoustical Lay in Ceilings-Technical Bulletin 401-Revised 4/07. hfetal 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 (ivi+vice T8401) Single 1 S8'metal stud(20 gage) 1744 repaired as part of a general space alteration,or I all the is removed few wash or g �' rung,painting replacement.this A.General Compliance with the IBC Back4o-back 15S'metal stud(20 gage) 15'-0' requirement does not frigger the need for a closure angle. These upgrades are rpt required wtmen: OD Single 2 VT metal stud(20 gage) 13'-0' 1.Removing portions of dies or panels andlor grid to alter dudwok,sprinider pipe,etc. 1.Code and Standards Options: Back-to-back 21/2'metal stud(25 gage) 15'4r 2.Lateral bracirig 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 I I 3645 r Iubllatlart d sprinkler P�� b.Prescriptive construction for suspended ceiling systems is only allowed in bu�ings with a seismic importance faces of 1.0,in Note:plenum areas greater than 15-T require engineering calculations. P X1 IXON occupancy�I and 11,per Chapter 16 cuff the ISC,arid as provided below. B. Ceilings without Compression Struts. 1)in Seismic Design Categoy C, 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 brad but t not have compression shits at the center of the splayed wires,the addition ' � 2)in Seismic Design Categories D lhrotxJh E,kxnnstrmultion b accordance with CISCA standard for seismic zones 3 and 4 with 1. Wall mold; meter closure angles)are required to have a horizontal flange 2 Inches wide.One end of the ceiling rid of 7 nN , I}R .� tions as noted b ASCE 7-05 standard.The farrowing shall be e b addition to the requirements contained in `�� � ) � � mg 9 compression shuts will only be required when aril where the grid is replaced,altered,raised o bvirercd. t� CISCA standards: shall be attached to the wall molting,the other end shall have a 3/4 inch clearance from the wall and free to slide.(Sotoce: V a)Ceilings with Interstitial spaces less than 12 inches to framing are not required to have lateral force bracing,arid ASCE 7-05 section 13 5.6.22 item b) The diagrams included with this guide are intended to help clarify for the user some of the requirements specified in the guide. /'t �� b)"Sfirot-in armrinors'when used as pari of the presr ve path in Seismic Design Categories D,E,8 F shall have an ICC-ES These dl am are not design or construction documents and are intended only to illustrate some of the technical aspects of approval for seismic applications auxd overheard installations and shall require'special inspection'irrespective of the type 2. Where substantiating documentation has been provided to the!oral jurisdiction,tion,perimeter dips may be used to satisfy the the punch. of'oocupancy category"the structure is in. requirements for the 24nch closure angle.(see details 3 and 9 on sheet Al 02) 2.Northwest Wali 8 ceiling Bureau-Technical Bulletin 401(NWC8 TO 401 (SEE PART llj 3. The grid shall be attached at two adjacent waits(pop rivets or approved methoo.Soft extending to a point at least level with the batt plane of the grid and independently supported and laterally braced to the structure above are deemed to be PART IV. GLOSSARY OF TERMINOLOGY FOR THIS DOCUMENT CONSULTANT: in structures classified as occupancy category I or 11,suspended ceilings installed in accordance with the prescriptive provisions of equivalent to walls. (REGIONAL TERMINOLOGY MAY VARY,) NWCB TS 401 are interpreted to ably with the ISC requirements.Part 11 of this document represents the majority of the NWCB TB 4. There shall be a minimum 314 inch clearance from the end of the grid system at un-attachad watts.(Source:ASCE 7-05 401.NWCB 401. TB 401 contains information compiled together from different applicable documents such as ASCE Standard 7-05,18C 2006, mon 13 56.2'2 item b) CLOSURE ANGLE/MOLDING A metal angle or channel fastened to the perimeter wall or partition to support the perimeter ends of an acouistical ceiling ASTM Standard CM and CISCA.It is available at the following Internet address: D.Spreader Bars(See detail 61 A102) tr' h*JM+ww.nwcb.orgJ 1. Spreader(spacer)bars shall be used to gent the ends of the main beams and cross tees at perimeter walls from spreading CRO33 TEES The fbillowling shall be applicable In addition to time requirements contalned In NWCB TB401: open during a seismic event,Perimeter wires shall not be in lieu of spreader bars.(Source:CISCA seismic zones 3.4) The cross member that Interlock with the main beams,also known as cross runners or cross T-bars. a.Lateral force bracing is required for ceilings over 1000 square feet. DFFUSERR b.'Shot4n anchors`when used as part of the prescriptive path in Seismic Design Categories D.I-8 F shall have an IEC-ES 2. Spreader bars are not requitred at perimeters where runners are attached directly to closure angles. A circular or rectangular metal grill used for the passim of air frau a duces 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 bu{ kV designed to be used by public agencies as a Are station,pollee station,emergency operations center,State Patrof office,sheriffs office,or emergency communication dispatch center. 3.Shake Table Testing and Cmatification 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 wider the adoption of the 2006 IBC,the folbvnRng two additional options will be available teased 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 beat jurisdiction,perimeter clips may be used to satisfy the RANGER 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 Ming of components and their supports,to determine their seismic capacities,in accordance with ICC LATERAL FORCE BRACING Acceptance criteria 136.(Section 13.Z5 of ft ASCE 7-06).or Time bracing method used to prevent ceiling uplift or restrict Lateral movement dcutng a seismic evert lateral force bracing consists 2)Seismic qualtlleatbn by experience data based on nationally r000gnrzed procedure.{Sextan 1525 of the ASCE 7-05.1. E. Hanger(Suspension)wires(See details 1,5 and 11 on sheet A102� MAIN BEAAMM vertical struts and splay wires. 1. Suspended ceiling systems in structures tdassifed as Occupancy Category III and IV,strati be required to be"Engineered Design` 1.Hanger and perimeter wires must be plumb within 1 in 6 unless(see detail 51 A102)enter sloping wires are provided.(See The primary suspension member supported by harper wires,also known as the main runner,carrying tee,carrying rurow or as designed and certified by an Architect or Engineer in the state where the projex�occurs,and shall be required to have perms detail 11 A102)(Srwne ASTM C 636 sections 21.4) mains. special inspection of the anchorage to the structure In Seismic Design Categories D,E,and F,in accordance with the provisions of PERIMETER WIRES tle current effective edition of the IBC adopted by the AHJ. 2.Hanger wires shall f�12 gage and spaced 4 feet on center or 10 gee spaced 5 feet on center.(Source:ASTM C 638) Hangar wires placid within eight Inches of the sumqurncfing walls. PLENUM 3.Any connection device at the supporting construction shall be cable of carrying not less than 100 pounds.(Source: The space above a suspended ceiling. 5. See PART 01 for optional equivalency for upgradirg existing suspended ceiling systems.Part III may be allowed with the approval of CISCA zones 34) SLACK WIRE the Authority Having Jurisdiction. 4.Pounder driven shot-4n-anchors are an approved method o€attachment for ha wires. A I2 gage wire that Is not Lot or taut PPro � SPREADER OR SPACER BAR A bar with notches to prevent the suspension system from separating,also called a stabilizer bar: 5.Term ends of each main beam and cross tee must be supported wiithin 8 inches of each wall with a perimeter wire SPLAY WIRES (see datails 1,2 and 6 on sheet A102).(Source.CISCA zones 3-4) Wow installed at an angle ratter than � perpendicular to the grid. VERTICAL STRUTS PART 11. 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 ural 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-b-back 1114 seismic pods,seismic struts. Common materials are electrical conduit(EMTj metal studs or proprietary products. The NWCB 401 prows the IBC referenced standards for the installation of suspension systems for acoustical by4n cer7"rngs. Inch cold-rolled channels for spans exceeding 48 inches.hes.(Source:CISCA zones 3.4) Incorporation of this document will provide a mors uniform standard for Installation and Inspection.NWCB 401 is designed to accomprwh the intent of the International Burg Code(I8C)with regard to the requirements for seismic design category D.E and F. EWrical Fixtures(Sire details 8 and 13 on sheet A102) PROJECT NUMBER: 213227 F for suspended ceilings and related Nam.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 harger wire connected from tine fixture to the structure requirements for Seismic Design Category(SDC)D,E and F per the IBC.Manufatdvrers'recommendations should be followed. above.This wirer may be slaclL(Source:CISCA seise 9c zones 344) Suitw^ 320 T.I. 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 comers of the light fixture to the stricture above.These wires may be slack.(Source:CISCA seismic zones 3.4) Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure- Bracing shall be independent of the W-Rig splay bract/system.For further Information on tracing of ren-load bearing 3. Light fixtures weighing more than 56 lbs.shaft be supported directly from ft structure above.These wires must be taut partitions,refer to NWCB Writ al document#201.(ASCE 745 item 13.5.8.1.) (Source:CISCA seismic zoites 34) FCanno Creek ,-// Ocie: 2 Main Beam; 4. Pendant mounted fixtures shall be dir3ctty supported from the stricture above using a 9 gage wire or an approved alternate Building B All main beams are to be Heavy Duty(HO).(ASCE 7-05 item 13.5.8.22a) support without using the telling suspension system for direct support(Source:CISCA seismic zoites 3-4) 3. Deflection Limits 5. Tandem fixtures may utilize common wires. 15083 S*v Upper AN doss tees shall be capable of carrying ft design load without exceeding deflection equal to 1/360 of its span.(CISCA �oon�S Ferry F©��� 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.(Sourcw CISCA seismic zones 34) Suite 320 These rmecxtmmnerndatioms are intended for suspended ceilings eluding grid,Panel or tile,light fixtures and air terminals weighing no more than 4 tics.per square foot.(ASCE 7-05 item 13.5.8.1) 2. Terminals or services weighing more than 56 lbs.must be independently supported direr from the structure above.These Tigard must be taut.(Source:CISCA seismic zones 344) Y 5. 1fylrn!Ties �T�d� All wire ties are to be three tight bxns around itself within three Inches.Twelve gage hanger wire spaced 4 foot on center(see H. Seismic Separation Joints (See detail 41 A102) detail 1/A102).(ASTM C 636 item 23.4) 1. For ceiling ari=as exceeding 2,500 square feel a seismic separation joint or full Freight wall partition that breaks ft ceiling 6. Celli Flare Cha shall be provided unless analyses are performed of the ceilings bracing system,closure angles and penetrations to pry � sufficient clearance.(Source:ASCE 7-05 item 13.5.6.2.2 d) Chargers In ceiling planes require positive bracing.(ASCE 7-05 section 13.5.8.2.2 item 0 2. The layout and location of the seismic separation joint shall be per ft diner of record and noted on the plans.If a seismic separation joint is required by ftne designer,the designer may use tie generic Joint detailed In this document or a B.lateral Force Bracing (See detail 11 A102 and maximum recommended lengths for proprietary joint The amount of he movement(gat design)shall be a minimum of 3/4 Inch. vertical struts tahle) 3. In lieu of seismic separation Joints, the ceiling may be divided into areas Tess than 2,500 square feet by the use of partitions 1. Ceilings constructed of lath and plaster or gypsum board,screw or nalt attar 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 farce tracing requirements.(Source.CiSCA zones a.Partitions 3-4) Where used,partitions shall extencl 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 deW 11A104 b.Soffits 3. Lateral force is red for ceilings over 1000 fit cirri not required for cent less than i 44 refit Soffits shall extend to a point at level with the bottom plane el the grid and shall be Independently supported ane! b` Bs square laterally braced to the structure above.(Detail 101 A102) SHEET TITLE; provided they are mmunded by four walls and braced to suture. �7(,�S n � C II n r 4. Other than partitions and soffits,seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating p 9 4. Lateral face bracing shall be 12 feet on center(maximum)and tin no farther than 6 feet from walls.(Source:CISCA documentation is provided. and Light ! se�ic rouses 3.4) S. Seismic splay wires are to be four 12 gage wirres attached to the main beam.Wires are arrayed 90'from each other and at an 1. SorinIters . angle not exceeding 45'from the el�ceiling.(Source:CISCA seismic zetas 3-4) 1, For ceilings without rigid bracing,t of at W head ch In all shall have ti 2 s.F oversize ring,sleeve or adapter through eI Ins talla lion Guide ceiling t�to atbw Ergs nrovertermt of at bast 1 Imtdt ld erg horizontal directions.Flexible lead design fhat can accommodate 1 6. Seismic splay wires smell be attached to the grid and to tune stncK;ture in such a manner that they can support a design bad of Inch he movement shall be permitted as an alternate.(Sore:ASCE 7-0513.5.6.22 Item e) not lass than 200 pwjxls or the actual design bad,with a safety facto of 2,whichever is greater(see detail 12/A102). . (Source:CISCA zones 34) 7. 'Powder driven shtot Irranchors'when used for seismic application as part of the prescriptive path in Seismic Design DRAWN BY: CPW Categories D,E and F shall have an ICC-ES approval for seismic applications and shah require'special Inspection' DATE ISSUED; 08 95.13 irrespective of Lha type of�category ft structure is in.Anchors fox kicker wires(splayed wires installed for purposes otter than seismic restraint)are exempt from this r3gnuimment 8. Splay wires are to be within 2 Inches of the connection of ale vertical strut to suspended ceiling.(Source:CISCA seismic zones 34) s 9. Rigid bracing may be used in lieu of splay wines.(Source:ASCE 7-05 section 13.5.6.22) _ 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 strnx tuure above.(Source.CISCA 3-4) SHEET: A101 !RS Arohilw t!r>C CM3 (v PERMIT SET 0&15.13 i WALL MOLDING LFs ARCH I T E C T S 720 NW Davis 503.221.1121 e Suits 300 503 221.2077 D Portland OR 97209 www.Imarchbtr.corn 8+ -WALL-/ MIN.45° MIN.45' @ 12 �� y 3' WIRES E SPLAYED BRACE © `4 �� 0 0 SEISMIC�SEACTURE JOINT J364 MIN.45' MIN.45' .NIXON PQ NDS OR q' 3"MAX.TYP. © `. s ♦ Q r' p i • MIN. •Q ' G� ��e s • •0♦ 4" CONSULTANT: ` . ♦ 4 MIN FLANGE 4 POP RNET 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: 7=11 17-0'OC EACH WAY SEPARATE SUPPORT PIPES, DUITS ETC,SECURE ALL HANGERS TO BUILDING #12 WIRE @,V4'OC #12 WIRE @ 4'-0'OC STRUCTURE.TRAPEZE T WALL MOLDING V-04 MAX OR#10 WIRE @ 5'4'OC OR#10 MRE @.T-0'OC cAROUND DUCTS AND OTHER LARGE DESTRUCTIONS. SCREW 8+MAX BUILDING STRUCTURE WALL -/4 90' 00 0 SECURE ALL HANGERS TO BUILDING STRUCTURE. O.C.EACH WAY,MAIN .a� LATERAL BRACING 17-0' TRAPEZE AROUND DUCTS 10 PROJECT NUMBER. 213227 AND OTHER LARGE 8+ RUNNER TO STRUCTURE. OBSTRUCTIONS BEGIN BRACING WITHIN 61-V 3 OF PERIMETER AND 2'FROM Suite 320 T.I. CROSS MEMBER COUNTERSLOPE HANGERS IF °, SPREADER BAR ADDITIONAL HANGERS AT ALL MORE THAN 1.6 OUT OF OR OTHER SUITABLE SYSTEM MEMBERS WITHIN W OF PLUMB REQUIRED TO KEEP FLEX HEAD SPRINKLER PERIMETER WITH SUPPORT • WIRE�1:6 SLOPE COMPRESSION STRUT 3r4 '•, FPERIMETER OM 8 READINc�APEART Faffllo Creek Place SED TEE GRID SYSTEM . AT 12'-0'OC EACH WAY MIN. MIN.AT .� Building �,`�#�� UNATTACHED • 1 SPREADER BAR BETWEEN WALLS ALL MEMBERS AT ATTACHED - -- -- ------- -- - ---- SIDE 16083 SW tipper 5. SEISMIC CEILING ASSEMBLY SECTION 6. UNATTACHED WALL MOLDING 7. ALTERNATE SPRINKLER PENETRATION SECTION 8. NOT USED Boones Ferret Road, SCALE: NTS SCALE: 3'=1'-0' SCALE: NTSSCALE: - Suite 320 Tigard, Oregon 97224 SLACK WIREs 2 PROVIDE SUPPORT FROM HANGER WIRES STRUCTURE A102 ` 1 SLACK WIRES ATTACHED BUILDING STRUCTURE HANGER WIRES 2 6 CEILING CLIP A102 Al OZ LIGHT FIXTURE Ak 3 TURNS a o w a VERTICAL HANGER WIRE SHEET TITLE: c� 11. VERTICAL HANGER WIRE ATTACHMENT Suspended Ceiling Q SCALE: 3'=1'-T /'details PROVIDE SUPPORT FROM STRUCTURE UNATTACHED 45 DEG BUILDING STRUCTURE 6 A102 DRAWN BY. CPW STEEL STRAP 1'WIDE x 2' ` LONG x 12 GAGE MINIMUM DATE ISSUED: ft 15.13 3 TURNS SPLAYED SEISMIC WIRE BRACING 9. TYPICAL CEILING GRID LAYOUT PLAN 10. NOT USED 12. SPLAYED SEISMIC BRACING WIRE ATTACHMENT SCALE: NTS 13. FIXTURE SUPPORT ry SCALE - SCALE: 3 -1-0" a SCALE: 314'=T-V X SHEET: A102 E a LasArd*a*ft a W13 PERM SET 08.15.13 FS ARCHITECTS 720 NVN Davis 503.221.11219 Suite 300 503 221.20n D LEGEND Portland OR 87203 wwwJrsarchbcts.com EXISTING PARTITION RELITE PARTITION 3645 L.NIXON4 BELOW ITEMS SHOWN FOR REFERENCE ONLY �OR DUPLEX OUTLET Ar NEW NEW 2X4 SUSPENDED ACOUSTICAL CEILING GRID SYSTEM CONSULTANT: X or 2X4 ACOUSTICAL SUSPENDED CEHING PROVIDE NEW OR RELOCATED BUILDING { STANDARD 2x4 LIGHT FDMJRE ■ ,{ (D CELING HEIGHT AFF I O rr UZI .11 oor /01 VACANT a SUITE 320 rXZ// f PROJECT NUMBER: 213227 Suite 320 T.I. f. FLOOR PLAN 2. REFLECTED CEILING PLAN sCacE, 9I8•= r-a• scacF-- 1/8•= r-0• Fanno Creek Place Building B FLOOR PLAN GENERAL NOTES RCP GENERAL NOTES 16083 SW Upper 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR 1. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA&SWITCHES REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ���neS ��� Road SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL PLANS ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CONSTRUCTION. CLEAN&RESTORE ALL LIGHT3 TO WORKING ORDER PRIOR TO JOB 2. PROVIDE GYP.BD.AT ALL UNFINISHED WALLS AND SURFACES. COMPLETION. Suite 320 2. ALL MECHANICAL I'VORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS SHOWN FOR Tigard Oregon REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO f ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOS COMPLETION. 7224 FLOOR PLAN �YN Ta��7 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. WRAP COLUMNS WITH GYP.BD. 4. PROVIDE BUILDING STANDARD 2x4 FLUORESCENT LIGHT FIXTURES. SHEET TITLE: - Floor Plan Reflected Ceiling Plan DRAWN BY: CPW DATE ISSUED: 08.1&93 SHEET: A201 LSAtr1ftcft ba 0 M3 iV PERMIT SET 0&15.13