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Plans ARCH ITECT 720 NW Davis 503.221.11212 Suite 300 503 221.2077 a Portland OR 97209 www.Irsarchitects.com 3645 ' R R` 1 .NIXON00, - _ e • P R LAND, OR ."�. ,v CONSULTANT: Iff PROJECT DIRECTORY PROJECT SUMMARY DRA IMNG INDEX LEGEND BUILDING.MANAGER. L GENERAL 1Nf*&W TICIWc IV. EMERGENCY SYSTEM STANDARDS: ARCHITECTURAL AREA OF WORK Parkland Developn>errt,LLC Su Moran:. suaparklanddevelopment.com PROJECT NAME. T.I. A001 COVER SHEET AMEDISYS T A BUILDING TO BE FULLY SPR/NKLERED 16053 SW U Boones F Rd Ste 120 PROJECT ADDRESS: 18083 SW UPPER BOONES FERRY ROAD B. IN BUILDINGS WITH EXISTING SMOKE DETECTORS.PROVIDE CODE B OCCUPANCY GROUP PPS ertY A100 GENERAL NOTES&STANDARD MOUNTING HEIGHTS. SUITE'100 MINIMUM CORRECTIONS AS REQUIRED.SMOKE DETECTORS TO BE Portland,_ 97224 � A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE -- -- — - EXIT EGRESS PATH TIGARD, OREGON 97224 TIED TO THE BUILDING ALARM SYSTEM. Telephone (503)B39-0108 PROPERTY/D: W248495 C IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE SYSTEM. Fax (503)639.0749 PROVIDE CODE MINIMUM CORRECTIONS AS REQUIRED IF A SYSTEM A102 SUSPENDED CEILING DETAILS (X) ROOM OCCUPANT LOAD PER SECTION 1004 DO NOT ADD ON A201 CONSTRUCTION PLANS N. APPLICABLE CODES.- DOES NOT EXIST, . X ACCUMULATIVE OCCUPANT LOAD ARCHITECT: D.PROVIDE EMERGENCY EGRESS LIGHTING FOR THE EGRESS PATH IN LRS Architects,Inc. Trish Nixon: tnixon@lmamhbcts.coxm 2009 INTERNATIONAL BUILDING CODE (IBC) ALL PUBLIC AND TENANT SPACES.MINIMUM INTENSITY SHALL NOTBE A301 INTERIOR DETAILS �},�, EXIT SIGN wl INTEGRATED DIRECTIONAL ARROW 720 NW Davis,Suite 300 Dania McConneha: dm000nnaha rsarnchitects.cwn 2010 OREGON STRUC7URAL SPECIALTY CODE(OSSC) LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL ALONG THE EN7IRE WHERE OCCURS AT AU EXITS,EVERY IWF IN 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 CORRIDORS,AND IN SPACES EGRESS ARE REQUIRED PER ECTrSEC77 2ON 11011. (REFER ODES OF Telephone(503)221-1121 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) BUILDING POWER SUPPLY WITH BATTERY BACK-UP FAR MIN 1-1/2 Fax 503 221-207?- 2008 OREGON PLUMBING.SPECIALTY GODS(OPSC) HOUR DURATION. TO ELECTRICAL DRAWINGS FOR MORE INFORMAT74N), POCHE INDICATES"EXIT"TEXT SIDE OF SIGNSIGNS 2008 OREGON ELECTRICAL SPECIALTY CODE(OESC) F.PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. DEFERRED SUBMITTALS -DESIGN BUILD . PROJECT MANAGER: ' SHOWN IN CORRIDORS ARE CEILING HUNG.SIGNS Norris,Beggs,8 Simpson Monique Clouser mdais @nbsrealtors.com 111. BUILDING STANDARDS. V. ADA ACCESSIBILITY UPGRADES. ELECTRICAL SYSTEMS LOIN VOLTAGE SYSTEMS SHOWN ON WALL ARE WALL HUNG. MECHANICAL SYSTEMS SPRINKLER SYSTEMS REQUIRED EXIT AND T EGRESS DIRECTION 121 SW Morison,Suite 200 BUILDING TYPE. TYPE 11-B(SPRINKLERED) A. BUILDING HAS BEEN UPGRADED ACCORDING TO THEACCESSIBILITY E EXI Portland,Oregon 97204 BUILDING OCCUPANCY B b S-1 UPGRADES LISTAS OUTLINED IN OSSC 1113.1.1. PLUMBING SYSTEMS EGRESS LIGHTING TOTAL BUILDING FLOOR RENTABLEAREA +l-49,983 R.S.F. Telephone(503)654-6000 ' Fax(503)6240636 AREAS OF WORIC +/•3,383 R S.F. PROJECT NUMBER: 210350 TENANT OCCUPANT LOAD.33 GENERAL CONTRACTOR: To be sokxbd Amedisys Tenant 01MML MOTES E SITE PLAN AND SUITE LOCATION PLAN IS FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION: Improvement THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS, EXIT ACCESS TRAVEL DISTANCE FROM MOST Fanno Creek Plage B� Ildi/"g B REMOTE POINT PER TABLE 1016.1: ALLOWED DISTANCE: 300'MAX:LENGTH(SPRINKLERS PROVIDED) ACTUAL DISTANCE=WW 1 083 SW Upper Boones Feny Road suits 100 Tigard Oregon 9722 CITY 0 TIGARD .Approved ....r.... .....M..,...t.,.... - See LefteY for 4t 1,.6y}yYY`l+Mr.,irN A11W:ls+rM r1`t l.M wir - . - Al lIYF 1I,ti. .tRit M } peM"1T1it N111 on. OCCUPANCY , k � A 0 ■ ■ r B OCCUPANCY B Gpa , OCCUPANCY ConsmialftTypo hated Corridor KEL cssiblllttr 2 SHEET TITLE: 4 ' Cover aneeir OFFICE COPY OCCUPANCY 1 B 5 7 - S-1 OCCUPANCYE OCCUPANCY (33)..�. .�,.. ... .. ... ... ... a DRAWN BY: DRU 2 2 DATESS 6 I UED. 02.1711 WA , . �N .,OF WORK SPACE WITHWITHCINE MEANS OF EGRESS PER TABLE 1016.11 AREA ' ' / MAX OCCUPANT LOAD ALLOWED:49;ACTUAL LOAD=33 IX BUILDING MAP 3. SUITE LOCATFON ANDEGRESS P NI. ✓rCINrTY MAP 20 _ 11 SCALE: NOT TO SCALE SCALE. NOT TO SCALE SCALE: 1/16*- 1W a SHEET: FA NNO CREEK PLACE BUILDING B 16083 SW UPPER BOONES FERRY ROAD SUITE 100 TIGARD OREGON 97224 PERMIT SET 02 17 11 PERMI TS Ew T ,v 1 7s,11 s 00%OX Vil 14 r 01f „ r , - - GENERAL NOTES ARCH ITE C T 720 NW Davis 503,221,1121 V GENERAL 22. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE 65. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS Suite 300 503 221.2077 L 66. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. Portland OR 97209 www,lcsacchitects,cam 1, THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT NOT OTHERWISE STATED IN MECHANICAL-DESIGN BUILD BE PERFORMED TO THE OWNER WITH BID. THE DRAWINGS AND SPECIFICATIONS THE PROJECT INTENT IS TO PROVIDE A COMPLETE DOOR AND HARDWARE 67. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLYAND IS INTENDED WORKING TENANT OR BUILDING IMPROVEMENT: 43, MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN LD. SUBMIT PLANS AND TO SHOW FIXTURE TYPES AND LOCATIONS. ELECTRICAL DESIGN IS BY DESIGN-BUILD 2. ALL WORK SHALL CONFORM TO THE 2 INTERNATIONAL 2 . D O H I F A !AL SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITHARCH17EC73 DRAWINGS IN CONTRACTOR INACCORDANCE WITH EXISTING BUILDING STANDARDS. COMPLYWITH - 009 BU/LDING CODE(IBCj, 2010 3 DOORS SHALL OPEN FROM THE INSIDE WITHOUT THE USE O A KEY OR ANY SPEC , OREGON STRUCTURAL SPECIALTY CODE OSSC,2010 OREGON MECHANICAL SPECIALTY KNOWLEDGE OR EFFORT. ADDITION, CONTRACTOR SHALL PROVIDE W1774 SUBMITTAL(2)COPIES OF A COLORED FLOOR ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE CODE(OMSC,2010 OREGON FIRE CODE 2010 OREGON ENERGY EFFICIENCY SPECIALTY 24, NEW DOOR HARDWARE SHALL MATCH EXISTING BUILDING STANDARD LEVER HANDLE WITH PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT MECHANICAL ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT DI CODE OEESC 2 T BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED Y SWITCHING FOR LIGHTING 1 INDICATED IN 7741E DRAWING FOR REFERENCE ONLYAND S ( ), 008 OREGON PLUMBING SPECIALTY CODE(OPSC),2108 OREGON ELECTR1t�4L. FINISH TO MATCH BUILDING STANDARD.:- FINISH OF HINGES AND CLOSERS TO MATCH. ALL DESIGN MUST CAL G PLQ B 68 G O L G G S SPECIALTY T NSTR TION. INTENDED T SWITCHLOCATIONS. RE REQUIREMENTS FOR DUAL SWITCHING CODE(`4ESC)AND TO CONDITIONS AND SPECIFICATIONS OF GOVERNING HARDWARE SHALL 8E ADA ACCESSIBLE. ARCHITECT PRIOR O CO UC /N E DED 0 ONLY SHOW SWI C Q "�,,, AUTHORITIES. 3Gfi5 25. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED i�{/1TH BUILDING 44. .PAYALL FEES.AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING.AGENCIES AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE REQUIREMENTS SHALL BE THE 3. CAREFULLY EXAMINE THE PROJECT S1 AND N A KEYING Y NECESSARY TO COMPLETE WORK RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR. PROVIDEA MINIMUM OF ONE SWITCH F",A i 1A L.NIXON 7E N CO STRUGT70N DOCUMENTS, VERIFY LL G S STEM DIMENSIONS AND CONDITIONS PRIOR T' 2 P IN 45. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT/ND/GATED ON DRAWINGS. PER ROOM UNLESS OTHERWISE INDICATED. ., . O TO STAR OF INORKAND REPORT ANY DISCREPANCIES 6, PROVIDE NEW DOORS MATCHING EXISTING DOORS VENEER SLICING PATTERN AND GRA � TO THE ARCHITECT. DENSITY,AND FINISH. 46. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. 69 PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY 4. OBTAIN AN 47. ILD NT7�ACTOR SHALL PREPAREA N HYA RK IN/7T•/ /D. INDI ATE THE D/R CTION F E RESS EN THE SERVESAN OCCUPANT LOAD OF P4 1-AN � OR D PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK, OBTAIN AND PAY 27, PROVIDE CLOSERS ON ALL TENANT ENTRY OR EXIT DOORS T iQ MATCH EXISTING BUILDING DESlGlWBU CQ WRIT7E SCOPE OF C WO B TO C E O G WH FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. STANDARD FINISH AND TYPE. THIS IS TO INCLUDE NEW EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF FIFTY'OR MORE 5. THE CONTRACTOR SHALL P CONTROL CONTROLS AND THERMOSTATS C OWNER WILL REVIEW SCOPE OF WORK PROPOSED 70. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING THE INTENSITY OF NOT LESS THAN 1 PROVIDE AND.PAY FOR DUMPSTER AND TELEPHONE. 28. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WIT H REQUIRED SMOKE C NTR ,ET 6 COORDINATE ARCHITECTURAL WORK WITH MECHANICAL AND ELECTRICAL DESIGN BUILD ASSEMBLYAND INDICATED FIRE PROTECTION RATING OF NO LESS THAN 20 MINUTES PRIOR TO ACCEPTANCE OF BID. FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE U); WORK AND SUBMIT ALL DESIGN BUILD PLANS TO ARCHITECT FOR REVIEW PRIOR TO WHERE EXISTING DOOR OPENINGS DO NOT COMPLY WIT R-PRESENT BUILDING CODE 48. DESIGN-BUILD CONTRACTOR TO PROVIDE CER77FIC477ON THAT OUTDOOR AIR EXISTING SYSTEM SERVES AN OCCUPANT LOAD OF A 100 OR MORE AS REQUIRED BY CODE CONSTRUCT ION. REQUIREMENTS,PROVIDE NEW DOORS,FRAMES AND HARDWARE THAT COMPLY. REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE MATCH EXISTING BUILDING STANDARD INHERE POSSIBLE FOR REQUIRED EMERGENCY 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE, DIMENSIONS ARE TYPICALLY TO FACE OF 29. ADJUST THE RESISTIVE FORCE OF ALL NEW AND EXISTING INTERIOR DOOR CLOSERS IN THE TENANT IMPROVEMENT AREA. SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT FINISH UNLESS 0774ERMSE NOTED. PROJECT AREA TO A MAXIMUM PRESSURE OF 5 LBS TO COMPLY MTH ADA REQUIREMENTS. 49 INTERIOR AND PERIMETER OFFICES SHALL NEVER BE ON THE SAME ZONE CONFERENCE NATIONAL ELECTRICAL CODE, 8. KEEP PROJECT AREA OF WORK FREE OF GARBAGEAND DEBRIS ON A DAILY BASIS. ROOMS AND LUNCHROOMS CAPABLE OF SE477NG(6)OR MORE SHALL ALWAYS BE ON THEIR 71. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING 9, DO NOT DISTURB ADJACENT TENANTS WITH NOISY CONSTRUCT/ON(ie.,JACK HAMMERING, FINISHES OWN ZONE. ALARM SYSTEM AS REQUIRED BYADA AND CURRENT OSSSC STANDARDS PROVIDE CONSULTANT: SAW CUTTING, CORE DRILLING), ODORS(i.e., SPRAY PAINTING OR ADHESIVE FROM FLOOR OR 50. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITYAND CONDITION OF SCHEDULED ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. COORDIN47E REQUIREMENTS WITH WALL COVERINGS), INTERRUPTION OF BUILDING SERVICES OR DEMOLITION. THESE 30, REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES IN IMPROVEMENT AREA EQUfPMENT TO BE RE-USED OR RELOCATED. DETERMINE 17FMS 774AT NEED TO BE BUILDING OWNER. ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. ACTIVITIES TO BE SCHEDULED BEFORE 88m,AFTER APm OR ON THE WEEKEND UNLESS CAUSED BY CONSTRUCTION OPERA TONS. REPAIRED OR REPLACED. PRICE THESE ITEMS SEPARATELYAND AS EXCEP77ONS/ 72. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUTAS REQUIRED BY CODE COORDINATED WITH BUILDING MANAGEMENT, 31, PAINT EXISTING WALLS WITH 2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE CLARIFICATIONS IN BID» 73. VERIFY SERVICEABILITY AND REUSABILITY OF EXIS77NG ELECTRICAL EQUIPMENT,AND 10» STORAGE OUTSIDE OF BUILDING IS NOT ALLOWED WITHOUTAU774ORIZA77ON BY BUILDING NOTED. SUBMIT COLOR DRAW-DOWNS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO 51. AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES,INCLUDING 7HOSE IN PITS, REPAIR OR REPLACE AS NECESSARY. .OWNER. APPLICATION.. SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION. WATER 74. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET 11, OWNER SHALL NOT BE RESPONSIBLE FOR TOOLS OR MATERIAL GOODS STOLEN OR 32. WHERE ALL NEW PARTITIONSABUT,JOIN OR CONNECT TO EXIS77NG SURFACES,WALLS, OR FLOW AND HIGHILOW PRESSURE FOR DRY PIPE SYSTEMS IF USED)SHALL BE SUPERVISED, PROJECT REQUIREMENTS DAMAGED ON SITE. NEW CONSTRUCTION, THE FINISHED SURFACE SHALL BE ALIGNED FLUSH. AS WELL AS OTHER FEATURES DEEMED NECESSARYBYCURRENT NATIONAL FIRE 75 TERMINATE ALL CONDUITS IN STANDARD DUPLEX BOXES,UNLESS 0774ERMSE INDICATED. 12. CONTACT PARKLAND:DEVELOPMENT,.LLC (505.639.0108)TO COORDINATE SCHEDULED ITEMS 33. ALL NEW WALLS AND PARTITIONS SHALL.HAVE TAPED JOINTS(3)COATS SANDED AND PRIMED PROTECTION ASSOCIATION STANDARDS 76. KNOWN EXISTING(E)ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON THE TO BE SALVAGED FOR RETURN TO OWNER. (MIN. 1 COA7) TO MEET PAINT READY REQUIREMENTS. 52. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS DRAWING. ADDITIONAL EXISTING OUTLETS MAY fWSTAND SHOULD BE VERIFIED BY 13 UPON COMPLETION OF WORK,BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER 34. EXISTING WALLS AND SURFACES SHALL BE STRIPPED,RESURFACED,AND PATCHED AS DRAWINGS BY ARCHITECT CONTRACTOR. KEY ORIGINALS OR CARD ACCESS DEVICES. REQUIRED. 53 PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES 77, VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICFJDATA OUTLETS FOR 14, WARRANTYALL PARTS,LABOR, EQUIPMENT,AND MATERIAL PROVIDED UNDER 7741S 35. DISPOSE OFALL PAINT MATERIALS OFF SITE DO NOT POUR DOWN DRAINS, CATCH BASINS, NECESt4RY TO COMPLETE THE WORK SYSTEMS FURNITURE PRIOR TO INSTALLATION. CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLE77ON OF CONTRACT. OR 1N LANDSCAPING. 54. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW 78. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY 15 SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 36. PROVIDE A FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER CONFIGURATION OF FIRE-RATED PARTITIONS. CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. ARCHITECTS DECISION IS FINAL WHETHER A PROPOSED TIS ACCEPTABLE FOR SIN LABEL ALL LEFT OVER PAINT AND DELIVER TO OWNER WHERE DIRECTED. 55. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION, 79. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING RO PRODUC � , SUBSTITUTION. 37, TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT, SMOOTH SURFACE FINISH (LEVEL 5) TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. CONDITION. TO MATCH EXISTING ADJACENT SURFACES IN BUILDING UNLESS OTHERWISE INDICATED. . INSTALL TEMPORARY FILTERS ON HVAC VAV BOXES AFFECTED BY WORK OF PROJECT PRIOR 80. CLEAN NEW EXISTING AND RELOCATED LIGHT FIXTURES IN PROJECTAREA, OR IN AREAS 16 APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT 56 S , IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS 38, PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS TO CONSTRUCTION. REMOVE FILTERS AT COMPLETION OF THE PROJECT, AFFECTED BY WORK OF 7741S PROJECT,AT COMPLE77ON OF JOB. RELAMPAND REPLACE 17. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDEN7IFIED AS OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. 57 COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING ORDER EXISTING TO REMAIN OR TO BE REUSED. 39. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH SEPARATE AND REROUTE EXISTING DUCTWORK AND CON77ROLS REQUIRED TO PROVIDE 81. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED, REPLACE BATTFRYANDA:)R 18 ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLY SAFE", UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED, INDEPENDENT OPERATION BY TENANTS ON:EACH SIDE OFA DEMISING WALL. BALLAST IF NOT IN GOOD WORKING CONDITION. LOW ODOR,AND NONFLAMMABLE:. USE OF ANY PRODUCT NOT COMPLYING WITH THIS 58. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN. ALL 82. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM CRITERIA MUST BE APPROVED BY THE BUILDING OWNER. SPECIALTIES DUCTWORK BEHIND GRILLS SHALL BEA UNIFORM DARK COLOR. PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO 19, CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT 59. DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR 1NSTALLA 770N. STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK, THOROUGHLY CLEAN PREMISES 40. FIRE EXTINGUISHER REQUIREMENTS: SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR BALANCING REPORT TO THE OWNER 83,. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING,EQUIPMENT,AND PHONE AND I R UPON COMPLETION OF WORK,INCLUDING WASHING OF WINDOWS,SO THAT BUILDING IS THAT PROJECT OCCURS,AND PROVIDE NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER 60, HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE DATA CABLING. CONFIRM WT7"/'OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO READY FOR OCCUPANCY BY TENANT. ! C C UDE N L LEANING OF ADJACENT AREAS WITHIN AND WITH RATING OF NOT LESS THAN 24 109/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRAC77ON THREE CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE AROUND THE BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS,BUT WERE THEREOF. TRAVEL DISTANCE TO AN EXTINGUISHER FROMANYPOR77ON OF THE BUILDING PROVIDE 100%FRESH AIR WITHOUT MAKING 07.1ER TENANTS UNCOMFORTABLE AFFECTED BY TENANT IMPROVEMENT CONSTRUC77ON OPERATIONS. SHALL NOT EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS 20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS,ALL CODES PROVIDE NEW FIRE EX 7NGUISHER AT ALL EXIS77NG CABINETS WHERE MISSING. ALL ELECTRICAL-DESIGN BUILD WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED AND/OR RECHARGED,AS 84. CONTACT PARKLAND DEVELOPMENT,LLC (503.639.0108)FOR INSTRUCTIONS WHEN COMPLETION OF WORK, CONTR4CTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF NECESSARY,JUST PRIOR TO SUBSTANTIAL COMPLETION. 61. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN SCHEDULING WORK ON FIRE SPRINKLER S ALARM SYSTEMS. OCCUPANCY. NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE TO ARCHITECTFOR COORDINATION WITH ARCHITECTS DRAWINGS PRIOR TO ITEMS FURNISHINGS CONSTRUCTION. END OF GENERAL NOTES 21, WHENEVER REMODEL WORK REQUIRES THE TENANTS FURNITURE TO BE MOVED, MONIES 62. IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWITCH ARE TO BE INCLUDED FOR AN OFFICE FURNITURE MOVING COMPANY TO COMPLETE THIS 41. INSTALL BUILDING STANDARD WINDOWCOVER/NGS AT ALL PERIMETER WINDOWS IN FOR FkL•SERVICE BUILDINGS WORK. PACKING AND UNPACKING ARTWORK,PERSONAL BELONGINGS,LOOSE 17SIlS ON IMPROVEMENT AREA UNLESS OTHERWISE NOTED. 63. PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES PROJECT NUMBER: 210350 DESK AND SHELVES AS WELL AS ITEMS WITHIN DESKS AND FURNITURE WILL BE D 42 FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLYAND SHALL BE CONSIDERED NOT NECESSARY TO COMPLETE WORK , COMPLETE BY THE TENANT IN CONTRACT. 64. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. Amedis,ys 'Tenant Improvement F'anno Creek Place Building B 16083 SVI/ Upper Boones Fe Road Ro Sults 100 Tigard, Oregon 97224 ACC LE SIMOE-INSTALL ON WALL ADJACENT M THE LATCH SIDE OF C M8XIMU11 DOOR OR NEAREST ADJACENT WALL. MOUNT SIGN SUCH THAT PERSONS APPROACHING WITHIN r OF SUCH SIGNAGE WILL NOT ENCOUNTER PROTRUDING OBJECTS OR BE STANDING WITHIN THE SWING OF THE DOOR. SEE ADJACENT CHART. --- FIRE ALARM SIGNALJSTROBE ANNUNCIATOR PANEL FIRE ALARM SIGNAUSTROBE VISIBLE SYMBOLS,EACH GYP,BD.CONTROL JOINT AT OPENING TEMPERATURE SENA MIN.2112"HIGH or FIRE EXTINGUISHER SIGN LIGHT SWITCH FOR(3)GANG OR MOUNTED PHONE WALL MOUNTED FIRE EMERGENCY 4 GANG BOX,ALIGN LEFT EDC EXIT SIGN----'"'""" CORNER RECESSED FIRE �, � � CALL BUTTON GUARD MANUAL PULL EXTINGUISHER POURER OFF WITH BOXES ABOVE STATION EXTINGUISHER CABINET PUSH BUTTON TYPICAL DOOR r CRASH 3 ELECTRICAL OUTLET �.,._.... - - _ _ TACTILE SIGNAGE _,.....,_ � TELEPHONE INTERCOM �- L-41 OPENING RAIL ELECTRICAL OUTLET STATIONTHERMOSTAT _ OUTLET AT CASEWORK ' , _ BASE OF_ � HOUSE PHONE i'i _.,�... CHARACTER 1 7, z Z , , , ►Ck- SHEET TITLE. � " General Notes & UMTS OF PROrRUDWt oeJECT •r 4 aC CARD Standard Mounting READER► , 7.,tl,A =OMIT ---------- ET[CEPT/ONS: " t HANDRAILS AIAY PR07RUDE 4!/,2"'W I� ��nQ Hot �'�tS Q« it -DOOR CLOMSEAS AAW DOC*STOPS TYPICAL II�r�;1�or� rI�►/cAl Ar EL _ �IyAt�.eE pEMI��TEa r+a►BE�e �IwrrN MISCELLANEOUS WALL MovNnNos cAt Ar aOOR ►rl r E r+a T rcAL r c► or �r caaR/uo x ABOVE J9L a A CCESS/BLE` FIXTUREMOUNTING REQUIRE)WENTS DRAWN BY: DRM DATE ISSUED: 02.17.11' 1, ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINNUM TO FACE OF FINISH. 4. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY SPACE -SERVING MORE THAN ONE EMPLOYEE, MULTIPLE'EMPLOYEE COMMON SPACES,AND SPACES 2, ALL ITEMS'INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT.SEE PROJECT PLANS AND ACCESSIBLE TO THE PUBLIC,AS THEY OCCUR PER PROJECT, ELEVATIONS FOR ITEMS THAT OCCUR 5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REMU,IRED 3, SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY ANBD/OR ADAPTABILITY CONFORMANCE IN THE MOUNTING HEIGHTS. HORIZONTAL,PLAN LAYOUT, S. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WA LLS AS REQUIRED FOR MOUNTING FIXTURES. BLOCKING IS REQUIRED FROM STUD SPACE TO BACK OF SURFACE OF ALL FIXTURES. 1. STANDARD MOUNTING HEIGHTS SCALE: 1140= r0 SHEET: r.R9'AMMO*Mac.0 2010 PERMIT SET 0'ft2"",0f7w11 I I ^ tj 2;'_ k: 731i - o , r , - a,., ,.e,., .- .:,... .., +c .,.;'„ .. <..:-,:, d xn9t .ai1L�' •:.•..,.-. ,.... .., lrr&'.:2:m`d._. .___._ ti, ixj, M^.r; SUSPENDED CEILINGS GENERAL NOTES - OREGON STATE141DE 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 Ill" UPGRADING OF EXISTING CEILINGS 12P770NAL A R C: H 1 T E C T S Referenced Sources Per Hierarchy Maximum recommended lengths for vertical struuts•r EQUIVALENCY) 720 NW Davis 503.221.1121 19 1 r(OSSC)2010 Oregon Structural Specaky Code(beaded on 2009(IBC)International Building Code) Con lam akar nes with 1=1 urbdlctton. Suits 300 503 221.2077 EMT conduit Max.Length ... ._..P l along with State Code In#erW9184 isorh for Section 1613.1 A ASCE 7-05 Section 13.56,erffective July 1,2018. 112"EMT conduit 5X10" Portland OR 97209 www.irsarchkaft.com ts.com 2.American Society of Testing Materials.(ASTH C 04 ASTM C ) 314"EMT conduit 7-W A.Collings without Seismic Bracing. 3.American Society of Civil Engineers(ASCE 745). 1"EMT conduit W-9" Where existing ceilings are without seismic bracing,the ceiling system shell be brought into substantial compliance with current 4.Ceilings and Interior Systems Constriction Association.(CISCriq S.Noc1#hwest VYabl and Coiling Bureau,Suspension Systems far Acoustical Lay in Ceftin Technical Bulletin Revised code requirements(including compression struts at the©enter of the splayed wire,attachment of stack wires form light fixtures ng t motel studs Max.Length and air terminals to the structure,Lure,etc.)when a substantial amount(50%or more)of the ceiling die is removed,altered or (IVIAICB T8401) Single 15e"metal stud(20 gage) 12"-0" repaired as part of a general space alteration,or if all the ceiling Is removed for washing,painting or replacement,this A. Back-to-back I W metal stud(20 gage) X16-0" requirement does not�the need for a closure angle. required wteen: Generatl Compliance with the IBC , " These upgrades anre�notirpq etc. 1 _ Single 210 metal stud(20 gage) 13-6 1.Removing portions of tiles or panels andlor grid to after dudwork,spa pipe, .Coda and Standards Opftw: Back-to-back 2 Ur 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 � 3645 ar Ceiling systems designed for appropriate installation of sprinkler piping. t' b.Prescriptive ccnstmction for suspended ailing systems is only allowed in buildings with a seismic importance factor of 1.0,in Now plenum areas greater than 160"require engineering calculations. PATR 1 W IKDN occupancy categories i and 11,per Chapter 16 of the IBC,and as provided below. B. Collings without Com pression.Struts. 1)In Seismic Design Category"C,construction in accordance with Oregon standard for seismic zones 0-2, ll 2 O an 9 n sheet Al 2 i • �-"� abuts at the center of the splayed wires the addidan * ' . C.Wall Moldings(See cola s t d o eel � � Where existing ceilings:have seismic bra�rg but do not have compression p yell , 2)In Seismic Design Categories D through F,construction in accordance with CISCA standard for seismic zones 3 and 4 with closure angles)are required to have a horizontal 2 I One end of the ceiling rid when and where the rid is re altered,raised or WwW. P L Ct 1. Wali nrrotdings(perimeter ng ) req fb�erhge rs�ees wide. ng g of axnpressan struts will only be required g placed, modiNcations as rated in ASCE 7-05 standard.The following shall be applicable in addition to the requirements,contained in shall be attached to the well molding,the other end shell have a 314 Inch clearance from the wall and free to slide.(Source: CISCA stendardai a)Ceilings with� spaces-less than 12 Inches to framing.are not required to have lateral.force Waft,and ASCE 7-05 section 13.5.6.2.2 dms em b) The diagraincluded with this guide are intended to help olarify for the user some of the requirements sleecified in the guide. b)"Shot-in-anchors"when used as pert of the prescriptive path in Seismic Design Categories D,E,S F shall have an iCC-ES These diagrams are not cin or construction documents and are intended only to illustrate some of to technical aspects of �J _ approval for seismic applications and overhead installations and shall require"special inspection"Irrespective of the type2. Where substantiating documentation has been provided to the local jurisdictison perimeter dips may be used to satisfy the the guide. of"occupancy allegory"the structure is in. requirements for the 2nch closure angle.(sea details 3 and 9 On sheat A102) 3. The rid shall be attached at two adjacent wails(pop rivets or approved method).Soffits extending to a point at least level with 2.Northwa►t Wall S Calling Bureau-Technical Bulletin 's(NWCB TB 40'I}.(SEE PART aj. the bottom plane,of the grid and independently supported and laterally braced to the structures above are deemed to to DOCUMENT PART 1V. GLOSSARY OF TERMINOLOGY FOR THIS In structures classified as occupancyI or II suspended ceilings installed in accordance with the prescriptive revisions of equivalent to walls. �! _ CONSULTANT: p p (REGIONAL TERNINOLOGY MAY VAR NWCB TB 401 are InbeMi sted to comply with the IBC requirements.Part 11 of this document represents the majority of the NWCB TB 4. There shall be a minimum 314 Inch clearance frau the end of the grid system at un-attached walls.(Source.- 7-x05 - 401. NWCB TB 401 contains information compiled togedw from dfferent applicable documents such as ASCE Standard 7-05,IBC 2006, section 13.5.8 2 2 6) CLOSURE ANGLEr channel A metal angle or channel fitatenad to the perimeter wall or partition to support the perimeter ends of an acoustical ceiling ASTM Standard 0835 and CISCA.It is available at the fioblowing in#cureet address: D.Spreader Sam�o detail 6/A102� grid. t#p11w"nwcbtoraf 1. Spreader(spacer)bars shall be used to prevent the eras of the main beams and moss tees at perimeter walls from spreading CROSSTEES The ffa.l�"e► li shall tis appiicaols in sickllsdore to the nictr+eimaen#s contained In NWCB T8401: open during a seismic event.Perimeter wires shall not be in lieu of spreader bars.(Source CISCA seismic zones3.4) The cross member that interlock with the main bows,also known as crass runners or cross T-bars, ar Lateral force bracing Is required for ceilings over 1000 square Beet~ DIFFUSER b."Shot-in-anchoW when used as part of the prescriptive path In Seismic Design Categories D,E,&F shall have an ICC-ES 2. Spreader bars are not required at perimeters where runners are attached directly to dosure angles. A circular or rectangular metal grill used for the passage of,air from a ducted system. , ESSENTIAL SERVICE BUILDINGS " Inspection' m sp h►pe t` ice station,emergency approval for seismic application and overhead instaNeitiorhs and shall regains"special i i of the o "occupancy category'"the structure is in. 3r -Wire tying is an acceptable aitiemative to stp�reader bars. Any balding designed to be used by public a�gcer�ies as a fire station,poi s center,State Patrol office,sheriffs office,or emergency communication dispatch center. 3.Shalee TabirTating end QuaiMlaatlon Etcplerance Under the Adoption of the 2#108 1113C. 4. Spreader bars are not required if a 90 degree intersecting crass or main is within 8 inches of the perimeter wall. GRID The main beams and loess gees of the suspension system. a.Effective under the adoption of the 2006 IBC,the following two additional options will be available based upon ASCE 7-05 . 5. Where substantiating documentation has been provided to the local jurisdiction,perimeter dips may be used to satisfy the HANGER WIRE Sections 13.2.5 and 13.2.6: requirements for spreader bars. 10 or 12 gage soft annealed wire used as primary support liar 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 FARCE BRACING Acceptance criteria 158.{Swft 13.Z5 of ths►ASCE 7-05}r or The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event~ Lateral fierce bracing qualification by experience data based on nadomily recognized procedure.(Section 1325 of the ASCE 7-051, onsists of vertical struts and splay wires. 2)Seismic E. Hanger�Suspension�wires(See details 1,9 and 11 on sheet AlA102} MAINBEAM 1.Hanger and perimeter wires must be plumb within 1 in 6 unless(see detail 5/Al 02)counter sloping wires are provided.(See The primary suspension member supported by hanger wires,also known as the main runner,carrying tee,carrying runner or 4. Suspended aNiinp systems in structures classified as Occupancy Category Ill and IV,shall be required to be"Engineenad Design" detail 11 A102)(Source.-ASTM C 636.section 2r 1-4) mains. as designed and certified by an Architect or Engineer in the state where the project occurs,and shall be required to have periodic PERIMETER WSRES special inspection of the anchorage to the structure in Seismic Design Categories D,E,and F,In accordance,with the provislons of 2.Hanger wires shall be 12 gage and paced 4 feet on center or 10 gage spaced 5 feet on center.(Sourrar:ASTM C 636) Hanger wires platted within eight Inches of the surnounding walls. the oxunrerit effective edition of the IBC adopted by the AI■iJ. PLENUM 5. SN PART ell fior optional equivalency for upgrading existing suspended ceiling systems.Part 111 may allowed with the approval of 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. . CISCA zones 3-4) SLACK WIRE the Authority Having Jurisdiction. A 12 gage wine that Is not tight or taut. 4.Powder driven shot4n-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 celled 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).(Spume:CiSCA zo nos 3.4) Wires installed at an angle rather 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 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 11/4 seismic pods,seismic struts. Common materials are electrical conduit(EMT),meted studs or proprietary products. • inch cold-rolled'channels fox spans exceeding 48 incisor(Source*CISCA Zones 3-4 p Ivry The NWCB 401 provides the iBC referenced standards for installation of suspension systems for acoustical lay4n ceilings. Pen ng ( ) incarporertison of this document will provide a more uniform standard for installation and inspection.NWCB 401 is designed to accomplish the Intent of the International Building Code(IBC)with regard to the requirements for seismic design category D,E and F. sh Cal Fixtures( .Qe deftils 8 and 13 on Meg Al PROJECT NUMBER: 210350 F far suspended ceilings end 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 Wre connected from the fixture to the structure requirements for Seisrreic Design Category(SDC)D,E and F per the 18C.Manufacturers'recommendations should be followed. above.This wire may to slack.(Sawce:CISGA aeisrnic zoites 34) 2. Light Mmes wiulghing more than 10 pounds and less than 56 ibe.shelf have two 12 gage wines attached at opposing Amedisys Tenant` A.General Recomnrendllltions i, Peres corners of the light fixture to the structure above.These wtrss may be slack.(Sours.CISCA seismic zo w 34) Improvement Partitions that ars tied to the casing and all partitions greaser than 6 feet in height shall be laterally braced to the structure. 3■ Light wWphing more Chari 56 itis.shall be supported directly from oohs above.These wires must be taut. Bracing shell be Independent of the ailing splay bracing system.For further in w nation on bracing of non-lead bearing Fanno Crook Place partitiones reW to NWCB technical document#201.(ASCE 7-05llsm 13.5.61.) (Socm.'s:CISCA sebmic lona 3.4) BUIlding B 2. Mien aser-m 4. Pendant mounted fixtures shall be directly supported from the structure above using a 9 gap wire or an approved albemate AN mein beams aro to be H HD ASCE 7.051trem 13.542.2s support without using ft calling suspen�an system for direct suppod.(Source.:CISCA s� 3-4) 16083 SW Upper Boones cavy Duty ,(_( ) ) - 3. 0611101061101 LMMis 5. Tandem fixtures may utilize oonnmon wines. FW?/RCWd AN moss tees shell be capable tyf carrying the design load without exceeding deflection equal to 11380 of its span.(CISCA Suit 100 zones 344) G.Mechanical Services 1. Terminals or services w+aiphirrQ 20 lbs.but not more than 56 be.must have two 12 gage wines connecting them to the ceiling Tigard, O ",ion 97224 4. 'IA*Wd LNnitatlons system hangers or the structure above.These wtrss may be slack.(Solani$:CISCA wise*zones 3.4) These recommendations are intended for suspended ceilings including grid,parcel or tile,fight f Wree and air terminals weighing no nae than 4 Nos.per squarefoot,(ASCE 7-05 lbm 13.5.61) 2. Terminals or services weighing more than 56 lbs.must be Independently supported directly from the stricture above.These wires must be lout.(Spume:CIS aailsnolc mm 3.4) S. wire Tiros AN wine Baas am to b`we,1■tmee tight.tams Aaround itself within throe inches.Twelve gage hanger wire spaced 41ko on center(see H Seismic Separation Joirlts•�Seb debil 4 detail 1/A102. AM I�.t C 63Y.'VI,I:i.Mi� . +�w.■.��+ w� ■ ■� _ rte r r i rr ! .. } ( ) 1 For calling areas exceeding 2,500 square a seismic joint or Hull ht wall partition that breaks the calling Meet, sepenitiorh jot heig 8. Cslil Plains iiia s�be provided unless andys.es aro.performed of the ceilings bracing system,closure angles and penetrations to provide Ceiling � sufMcent cls,(Source.ASCE 745 Ham 13.5.&Z2 a) Changes in ceiling planes require positive bracing.(ASCE 7-45 section 13.5.62■2.Nom 0 2. The layout and location of ft seismic separation joint shell be per the designer of record and noted on the plans.V a seismic separation ON 1s required by the designer,the designer may use,the genera joint detailed in this document or a B. Lateral Force Braein See detail 1 i A102 and maximum recommended lengffis for proprWry joint`i'he amount of free movement(gap design)shall be a minimum of 314 inch. Vertical strubil tabled 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 nal attached to suspended members that support a ceiling or soffits as described below: on one level extWleg from wall to well shall be exerrept from the lateral bve bracing requirements.(Sowce:CISCA zoites a.Partitions 34) Where used,partitions shall extend a minimum of 8 inches above the level of the plane of the grid and shall be 2. Lateral force Is the use of vertical sly(compression and wires. Sege o�ietalf 1 fA10 independently braced to the structure above, (compre tom) � ( 2) b.Soffits Sofllts 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 farce bracing.Is required for ceilings over 1000 square feet and not required far ceilings less than 144 square feet laterally braced to the structure above.(Detail 101 Al 02) provided they are surrounded by Am walls and braced to structure. ■ • ` rt f a re rated ceiling assembly unless substantiating ff Ceffin 9 4. Other than partitions and soft,seismic joints may not be.used as Pao Ire g bly 9 4. Lateral ft=bracing shall be 12 fleet on center(maximum)and begin no farther than 6 feet from anile.(Source:CISCA documentation Is provided, seismic Zones 3.4) and Light i prinkle - S. Seismic splay wiree are to toe four 12 gage wires attached to the main beam.Wires are ainyed 90°from each other and at an 1.SFor aalli is angle not exceeding 45 from the plane of the ceiling.(S�outre:CISCA seistrrk zones 3.4) 1. ceilings without rigid bracing,sprinkler head pe netratlons hall have a 2 inch oversize rIng P mug,sleeve or adapter th: h the Installation Guide ceiling tits to allow free.movement of at least 1 inch in an horizontal directions.Flexible head design that can accommodate i 6. Seismic splay wires shall be attached to the geld and to the structure in such a manner that they can support a design load of Inch free movement shalt be pemhitMd as an altecmater(Source:ASCE 7.05 13.5,6.2,2.mom e) not less:t� � the actual designs load,with a safety factor of 2,whichever is greater(see detail 12/A102), ( ) 7, "Powder driven shot-m-anchors"when used Cor saismic application as part of the presar'iprfive path in Seismic Design DRAWN BY: C3RM Categories D,E and'F shall have an ICC-ES approval for seismic applications and shall require"special inspection" DA'Z`E,ISSUE.- 02.11.11 Irrespective of the type of occxupancy cam the structure is in.Anchors far kicker wines!(splayed wines Installed for purposes other than seismic restraint)are exempt from this requirement. 8. Splay wires are to be within 2 inches hes of the connecOm of the vertical strut to suspended ceiling.(Source:CISCA seismic zones 3-4) 9. Rigid bracing may be used In lieu of splay wires.(Source.-ASCE 7.05 secdo 13,5.62■2) 10.Ceilings with plenums Was than 12 inches to structure aresnot required to have lateral Tome bracing. 11.'Vertical struts must be positl"ly attached to the suspension systems and the structure above.(Source.-CISCA 3-4) SHEET: A 101 LRS*d*#Ccr,hm.mr eta PERMIT ET 012691741 1 ;o4 r _ 1 t e. 1 :i-. .. ,..,nAa x,.::. r .• I.1.NY 't�M#kM!l 'v' ! ARCH I T E C T 720 NW Davis 503.221.112191 Suite 300 503 221.2077 D Portland OR 97209 www,lrsorchitects.com 8+ MIN.45° MIN.45° SEISMIC SEPARATION JOINT 3" S 12 GAGE SPLAYED BRACE � 0 � PER MANUFACTURER'� ^ WIRES 3645 0t4T F '(;1A k.NIXON MIN.450 3. MIN.45 .�. ` PO LAND,QR 7 a 3"MAX.TYP. 8 � -•� �-cr- - -rs'o o fl o ♦ `� o 0 o a . G¢� Nq ♦ ♦ 4 CONSULTANT: MIN FLANGE POP RIVET 4. SEISMIC SEPARATION JOINT SECTION 1. LATERAL FORCE BRACING 3. ATTACHED WALL MOLDING ALTERNATE _ SCALE: NTS SCALE: 3"=1'-0" SCALE: 3"-1�-0" '1"n OC EACH WAY SEPARATE SUPPORT PIPES, ONDUITS ETC,SECURE ALL HANGERS TO BUILDING #12 WIRE 4W OC #12 WIRE @,C.V OC STRUCTURE.TRAPEZE 2"WALL MOLDING 90 MAX OR#10 WIRE @ 5'-W OC OR#10 VIVRE 90 OC ROUND DUCTS AND OTHER LARGE DESTRUCTIONS. SCREW r MAX • BUILDING STRUCTURE WALL -/ 9 90000, SECURE ALL HANGERS TO BUILDING STRUCTURE. LATERAL BRACING @ 12'-0" TRAPEZE AROUND DUCTS HIGH•HAT LIGHT FIXTURE PROJECT NUMBER: 2'10350 O.C.EACH WAY,.MAIN AND OTHER LARGE- 8* 4000 LIGHT FIXTURE SUP T RUNNER TO STRUCTURE. OBSTRUCTIONS ��'' BEGIN BRACING WITHIN W-0" SUPPORT WIRE TO OF PERIMETER AND 2"FROM STRUCTURE Amedisys Tenant CROSS MEMBER VECTOR CEILING PANEL EXPOSED TEE COUNTERSLOPE HANGERS IF °• SPREADER BAR GRID SYSTEM Improvement ADDITIONAL HANGERS AT ALL MORE THAN 1:5 OUT OF OR OTHER SUITABLE SYSTEM FLEX HEAD SPRINKLER MEMBERS WITHIN Ir OF PLUMB REQUIRED TO KEEP PERIMETER WITH SUPPORT 314 '» PERIMETER COMPONENTS Fenno �r/'�'�'���i�IC$ 'COMPRESSION STRUT —EXPOSED TEE GRID SYSTEM „_.�.,,_�. WIRE Q It SLOPE � MIN.AT *, FROM SPREADING APART _� � -�..... Buildln B AT 12'-0 OC EACH WAY MIN, � UNATTACHED • • fl o 0 o 16083 `W Upper Boones SPREADER BAR BETWEEN WALLS a . - - - - rrrrwr s r •i• rs• r• r �r�rrr"rrr w r w�rr o O R�71 G1 O�!G! Ci d coO.O- __ CI t9 C'a 19 Q 1�o G► t:!t9- Q C7I C7 C!1- Cf tl'e .. . ALL MEMBERS AT ATTACHED 01�_•wrrrr�r �nnrr�wr i ��4�r r11r"rrr11 SIDE Suds 10rD THAN 56 POUNDL CT1C7►N LES,TION SE`C?`lON 8. LIrHT FICTURE S�i. SEISMIC CEIL/NG ASSEMBLY SECTI+DN �i. N,NATTACI�IED .WALL MOLD/NG ?'. ALTEl�'NATE SPRI!NIC"LLR' PENE TRATigard O on 8722 SCALE. NTS SCALE. 3";1�. SCALE, NTS SCALE: 3=1-0" SLACK WIRES PROVIDE SUPPORT FROM ......__.__.HANGER WIRES 3 STRUCTURE •�,, A102 SLACK WIRES ATTACHED BUILDING STRUCTURE '`•• HANGER WIRES 3 6 -- CEILING CLIP LIGHT FIXTURE Ah Adbk 3 TURNS 'VERTICAL HANGER WIRE SHEET TITLE: a � U SF'D Susnended� WiREATTACHMENTCeiling 11. VERTICAL HANGER . 0 SCALE: 3"'=1'-0" .,,••h ••. ••. Deti/s PROVIDE SUPPORT FROM •••., ••• STRUCTURE ' • . , •• UNATTACHED 45 DEG `''�`._.......___....BUILDING STRUCTURE B ' • DRAWN BY: DRM A102 �- � STEEL STRAP 1"WIDE x Z" DATE ISSUED; 02.1711' LONG x 12 GAGE MINIMUM 3 TURNS , SPLAYED SEISMIC WIRE; BRACING 9. TYPICAL PLAN '12w SPLAYED �' EIS`MI C LIRA CIN+ �IR'E A�A CN'1Vl_ NT 11 FIXTURE S SCALE: NTS SCALE: 30=11-V SCALE:: 314"=1'-0"' SHEET: PERMIT SET %042017.11 ........ m s : .,.0♦.': .....,, y.W,:.r,..:...m--:.1 ,:..:... ':.rte.,.xi...a_.YLua..+:... ..i:--a—e—.;stLp,+'6r.%Nw moi:.yW.. ,. MM%,h k.. "Sr 1 y^.:i... � t �+r` a .. .. _.,>. ...zo d¢,,. .�'i.7 4r..s,:•x,L,.., ,a .x...o.xa{ t ,in - , ALIGN SERVER EQ. EQ. 1p ARCH 1TEt, T MAIMS 720 NW Davis 503.221.1121 19 N 7 OFFICE 4 � 1Drt OPEN O(D Suite 300 503 221.2077 a - veT N OFFICE Portland OR 97209 www.lmarch'kects.com 106 BREAKi vcT-lop T T 3 " CPT 1 GPT 1 COPIER77L c"_1 • N 5545 2 FA *CIA L. NIXC1N N OPEN N OFFICE 1� OFFICE 2 LANE)f OR .; . 7 10 2 ENTRYr OF 4s 1 1 E100 N "et 7 5 v�- N N ta- N CONSULTANT; t CONFERENCE B©M DOO R OFFICE OFFICE r11 Ito log N N (DN N1.:./ 4r-r 3 EQUAL ROOMS 'I. FLOOR PLAN 2. REFLECTED CEILING PLAN SCALE:• 118"_� 1 LO' SCALE: X18'=-1=0" GENERAL NOTES KEYNOTES GENERAL NOTES KEYNOTES 1, REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. PROVIDE NEW BUILDING STANDARD ADA COMPLIANT PLASTIC LAMINATE 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES, PROVIDE A NEW BUILDING STANDARD LED EXIT SIGN. CASEWORK WITH STAINLESS STEEL SINK AND FAUCET AND GF DEDICATED 2• DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. CIRCUITS AS INDICATED. REFER TO DETAIL 1/A301 FOR MORE INFORMATION. 2. ALL ELECTRICAL WORK IS DESIGN BUILD LIGHT FIXTURES SHOWN FOR PROVIDE J-BOX IN FEED OUTLET ABOVE EXISTING SUSPENDED CEILING GRID ADVISE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROVIDE A HOT WATER HEATER EITHER UNDER THE SINK OR MOUNTED ABOVE REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY 1_`/ SYSTEM FOR TENANT PROVIDED WORKSTATIONS AND/OR POWER POLES. CONSTRUCTION. DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO CIRCUIT DESIGNATIONS THE EXIS'T'ING.SUSPENDED CEILING GRID. ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE 1 TEKNION 8T SYSTEM,20 AMP CIRCUIT 1,GENERAL PURPOSE ALL ELECTRICAL WORK IS DESIGN BUILD ALL ELECTRICAL OUTLETS /� " ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. 3• V PROVIDE J•BOX N WALL AT 13 AFF FOR TENANT PROVIDED WORKSTATIONS. POWER,SHARED NEUTRAL AND GROUND DATA 8 SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING * CIRCUIT DESIGNATIONS 2 TEKNION 8T SYSTEM,20 AMP CIRCUIT 2,GENERAL PURPOSE CONDITIONS. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW 1 TEKNION 8T SYSTEM,20 AMP CIRCUIT 1,GENERAL PURPOSE 3» ALL MECHANICAL WORK IS DESIGN BUILD. SUBMIT MECHANICAL PLANS POWER,SHARED NEUTRAL AND GROUND PRIOR TO CONSTRUCTION, PROVIDE OCCUPANCY SENSORS AT POWER,SHARED NEUTRAL AND GROUND TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL 5D TEKNION BT SYSTEM,20 AMP CIRCUIT 5,DEDICATED POWER, ENCLOSED ROOMS AS INDICATED. 2 TEKNION 8T SYSTEM,20 AMP CIRCUIT 2,GENERAL PURPOSE DIFFUSERS PRIOR TO JOB COMPLETION. PREMISES TO HAVE COOLING ISOLATED NEUTRAL AND GROUND POWER,SHARED NEUTRAL AND GROUND CAPACITY OF APPROXIMATELY 1 TON FOR'EVERY 250 SQUARE FEET OF 4. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK FLOOR AREA. FINISH INSTALLATION OF SUSPENDED CEILING GRID SYSTEM-REFER TO SHEETS TO MATCH EXISTING AND/OR NEW CONSTRUCTION. PROVIDE DEDICATED OUTLET AT 36"AFF FOR TENANT-PROVIDED COPIER(120v L1 A101 AND A102 FOR MORE INFORMATION. PROVIDE BUILDING STANDARD LIGHT 3 4, SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES, FIXTURES, 5. SOUND CAULK ALL WALUGLASS S WALLIMULLION JOINTS. Sa Hz 20 AMP NEMA TYPE 5-20R}. SMOKE DETECTION 8 SPRINKLERS TO ARCHITECT FOR REVIEW AND � COORDINATION PRIOR TO CONSTRUCTION. IF BUILDING STANDARD LIGHTING IS NOT POSSIBLE AT EXISTING HARD LID GC PROJECT NUMBER: 21'0350 1�J SERVER 103: 4 5. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. - MUST HAVE AIR VENT(NO HEAT),LIGHT AND LOCK ON DOOR. � TO PROVIDE OPTIONS AND PRICING TO BEST MATCH BUILDING STANDARD. NO HVAC UNITS OR EQUIPMENT SHALL BE PLACED ABOVE THE CEILING 5. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING 7. PROVIDE LEVEL 5 WALL FINISH AT ALL NEW PARTITIONS. PROVIDE 1 IN THE SERVER ROOM THAT�D LEAK OR CAUSE DAMAGE TO STANDARD AND FINISH. COAT OF PRIMER AND 2 COATS OF EGGSHELL LATEX PAINT. PAINT' TENANTS EQUIPMENT. Ameldisys Tenant ENTIRE SUITE UNLESS OTHERWISE NOTED. - PROVIDE A V x V x 314"'FIRE-TREATED PAINTED PLYWOOD BACKBOARD AS INDICATED ON PLAN. Improvement 8» WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH - AT PLYWOOD WALL,PROVIDE A#6 INSULATED BUILDING GROUND WITH EXISTING BUILDING STANDARD TYPE,SIZE,FINISH S COLOR. TOUCH A BUS(SQUARE D 8PK7GTA}AT TYPICAL OUTLET HEIGHT TO ONE SIDE LEGEND Fi�l"�11+1� Crook PI�iC@ 'UP EXISTING FRAMES S DOORS WHERE NEEDED TO APPEAR AS NEW. OF THE BOARD. REFER TO SHEET A301 FOR MORE INFORMATION. ALL INTERIOR - PROVIDE 1 ORANGE MW 120V ISOIATED GROUND OUTLET(LEVITON - Bt/�Iding B LOCKING DOORS NEED TO BE KEYED SEPARATELY,BUT ON A MASTER #536246 ON ITS OWN 20AMP BREAKER V AFF ON PLYWOOD. 2X4 ACOUSTICAL SUSPENDED CEILING 16083 SW Upper Boones KEY THAT IS DIFFERENT TIrU�N THE MASTER FOR THE ENTRY DOOR.. - PROVIDE('i)ORANGE 20AMP 120V ISOLATED GROUND OUTLET(LEVITON 053 4G)ON ITS OWN 20AMP BREAKER'18"AFF ON PLYWOOD. Fe Road 9. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE S - PROVIDE A 2"CONDUIT WITH PULL STRING FOR TELEPHONE SERVICE r BUILDING STANDARD 2x4 LIGHT FIXTURE DATA. VERIFY TYPE OF RECEPTACLE WITH TENANT. FROM THE BUILDING DEMARC. CONDUIT TO BE STUBBED OUT Suite 100 -THROUGH CEILING TILE ABOVE'PLYWOOD BACKBOARD. ARROW ERE culls Tl 8 O ort► 87 24 10 FURNITURE SHOWN FOR REFERENCE ONLY. - SERVER 103 IS TO BE FOR TENANTS USE ONLY. GC TO CONFIRM WITH EXIT SIGNS(W/INTEGRAL Q WH OCCURS) g TENANT PRIOR TO INSTALLATION OF ANY SUPPLEMENTAL EQUIPMENT, 11. PROVIDE BUILDING STANDARD WINDOWCOVERINGS AT ALL EXTERIOR +8"-1 CEILING HEIGHT AFF 'WINDOWS(HUNTER DOUGLAS AND DRAPER INC,M SCREEN 5'Xr PAINT EXISTING COLUMN;,NO FURRING REQUIRED AT THIS LOCATION. OPENNESS FACTOR,COLOR: CHARCO�), PROVIDE FASCIA 1,20 J-BOX w/CIRCUIT DESIGNATIONS TRIM TO MATCH WINDOW TRIM COLOR. FURR AROUND EXISTING PIPE AS MINIMALLY AS POSSIBLE. DRYWALL,TAPE 5 PAINT. 12. PROVIDE FIRE EXTINGUISHER CABINETS AS REQUIRED (SEMI-RECESSED,SQUARE TRIM CABINET,CLEAR ANODIZED WD ALTERNATE: PROVIDE BUILDING STANDARD FILM AT EXISTING SIDELITE. ALUMINUM FINISH). PROVIDE NEIN DEMISING WALL. VACANCY SIDE TO BE SHEETROCKED AND 13. FURR OUT EXISTING COLUMNS AS MINIMALLY AS POSSIBLE UNLESS TAPED. OTHERWISE NOTED. 0 PROVIDE FOR SECURITY CARD ACCESS AT THIS LOCATION. CONTACT TENANTS 14. ALL SURFACES BENEATH AND/OR ABOVE EXTERIOR WINDOWS TO BE VENDOR,DAVID CRO►NK(720--985»7411 OR DAVID.CRONK GENERALLOCK.COM), FURRED OUT,DRYWALLED,TAPED AND PAINTED. TO PROCURE KEYPAD AND ALL APPROPRIATE ELECTRICAL REQUIREMENTS PRIOR TO CONSTRUCTION. 15. GC TO PROVIDE PRICING BREAKDOWN BASED ON THE DIFFERENT SCOPES OF WORK AS DESCRIBED IN THE FOLLOWING: 15.1. EXHIBIT B-1 (TENANT-IMPROVEMENTS) 15.2, EXHIBIT B-2(LANDLORD-BASE BUILDING IMPROVEMENTS) 15.3. EXHIBIT B-3(TENANT-TELECOMMUNICATIONS) SHEET TITLE: FINISH LEGEND LEGEND Construction 1-2/raims CARPET EXISTING PARTITION BELOW ITEMS SHOWN FOR REFERENCE CPTA SHAW,MADISON-COLOR 857490,PHILADELPHIA(CONTACT; C ONLY PROSOURCE WHOLESALE FLOORS,RONNIE COPELAND/DARCIE BLDG.STANDARD PARTITION SWITCH RANDAZZO 214.742»3300) (SEE DETAIL 3IA301) $08 SWITCH-OCCUPANCY SENSOR VINYL:COMPOS/T'/ON TILE DEMISING WALL VCT-1 ARMSTRONG,STANDARD EXCELON,COLOR: #52515 COASTER GREIGE (SEE DETAIL 21A301) B► TELE/DATA OUTLET RU88ER QASE DUPLEX OUTLET RB-1 ROPPE,�4"TOE,COLOR: #P193 BLACK BROWN RECITE PARTITION DRAWN BY: DRM GF DEDICATED DUPLEX OUTLET DATE ISSUED: 02'.17",19 pA NEW DOOR A FRAME TYPES DEDICATED 120V 00HZ 20AMP NEMA TYPE 5-20R P-1 (GENERAL)SHERWIN WILLIAMS,#SWt1106 KILIM BEIGE(SATIN) (SEE SHEET A301) 1� 120V 20AMP ISOLATED GROUND SEPARATE CIRCUIT �1 DUPLEX,'OUTLET(LEVITON SM2-IG-(2)IN SERVER) PLASTIC LAMINATE 1,20 J-BOX w/CIRCUIT DESIGNATIONS OPTION*1 PL-1 (VERTICALS) FORMICA,#837-58 GRAPHITE MATTE FINISH TENANT-PROVIDED POWER POLE PL-2 (HORIZONTALS) FORMICA,#7736x12 TUSCAN MARBLE E EXISTING OPTION 02 N NEW WILSONAR 1-00 SLATE GRAY PL-3 (VERTICALS) T, D9 FEC FIRE EXTINGUISHER CABINET :PL-4 (HORIZONTALS) WILSONART,11763-�60 BRUNE SLATE SHEET`; PERMIT' ET 012w 1 .. ,.�, 1������� ..+.•....:.:... .. .::....rwmm..r r,.t..w<q•+r5ruuwMw.n. T - syr ARCHICTE C TS --- 18 GA»DEFLECTION CHANNEL SECURE TO METAL DECK WC PROVIDE(2)#8 SHEET METAL 720 NW Davis 503.221.1121 !R 112"POWER SCREWS AT EA,BRACE Suite 304 503 221»2077 4 114"DIA.X 1- +� A301 ACTUATED DRIVEPINS INTO ATTACHMENT TO STRUCTURAL 20 GA.35/8 STUD BRACING TO CONGETE FILLED FLUTES�18" MEMBER TYP. STRUCTURE Q 8'-0"O.C. Portland OR 97209 www»Irsarchitects.com 3 EQ.CABINETS O.C. OR#8 S.M.S INTO METAL PROVIDE 2"X 118"LIGHT S SOUND EXISTING CEILING DECK 0 18"O.C. PROVIDE FOR SEALING GASKET CONTINUOUS _ _ _ _._ CONTINUE 314'DEFLECTION. BETWEEN SOUND&CEILING GYP.BD.TO CEILING •gyp SEE RCPVERIFY HEIGHT VERTICAL SURFACES, - - - --- CEILING SYSTEM AS SPECIFIED PL_ WHERE OCCURS(REFER TO PROVIDE(2)FASTENERS 0 EA. , % `� �-...a_.._ PL RCP) BRACE STUD CONNECTION TO TOP • t" OF WALL STUD i IA N'M HORIZONTAL • s SURFACES,PL- 3.518"25 GA MTL STUDS 0 24" Ri LANU, REF O.C.WITH 51W GYP,BD»EACH (NIC} I SIDE. EXTEND MTL STUDS AND 3.518"25 GA.MTL STUDS 24"O.C. WITH 518"GYP.BD.GYP.8D. FULL HEIGHT TO " EACH SIDE -- -- UNDERSIDE OF STRUCTURE PROVIDE 3 SOUND ATTENUATION AID IN. �, / ( BATT INSULATION FRICTION FIT IN ABOVE. .PROVIDE 3"SOUND T.O._FIN.FLR._ ATTENUATION BATT INSULATION STUD SPACE AND ACOUSTIC FRICTION FIT IN STUD, SEALANT CEILING GRID. RUBBER 6 5 BASE, A301 A301 HILTI POWDER DRIVEN -- HILTt POWDER DRIVEN ` RB-1 ANCHOR DN 19PB AT ANCHOR DN 19Pfl AT 4'-0' Nor O.G.THRU MTL. BASE ON BOTH SIDES AS O.C.THRU MTL.STUD CONSULTANT: BASE ON BOTH SIDES AS 4- STUD TRACK SPECIFIED TRACK SPECIFIED ,. EXISTING SLAB _ EXISTING SLAB NOTE: PROVIDE A DOUBLE JAMB STUD AT THE STRIKE SIDE OF EACH DOOR. 1 BREAK AREA 102 2. DEMISING WALL 3. BUILDING STANDARD PARTITION SCALE: I'/4"�='!'-Q" SCALE: 112"- 1'-0" SCALE: 112'= 1=0" 2'-1"U.O.N. CLEAR SILICONE CAULK AT SEAM » CLEAR SILICONE CAULK AT SEAM(TYP) T-1"U.O.N. (TYP) CONTINUOUS 1'-0"U.O.N. PLASTIC LAMINATE COUNTERTOP&SPLASH CHROME ACCESSIBLE FAUCET FRENCH CLEAT PLASTIC LAMINATE AT ALL EXPOSED& AT ALL EXPOSED SURFACES S EDGES(SEE ADA COMPLIANT STAINLESS SEMI-EXPOSED SURFACES OVER We ELEVATION)OVER We SUBSTRATE SUBSTRATE;SELF EDGE 1 1" STEEL KITCHEN SINK N PLASTIC LAMINATE COUNTERTOP& • WHITE INTERIOR w! * '- SPLASH AT ALL QED SURFACES . ADJUSTABLE SHELVES(TYP) EDGES(SEE ELEVATION)OVER 314" 6"DRAWER MEDIUM-DENSITY FIBERBOARD MADE W1 �- EXTERIOR GLUE. 4"WIRE PULLS,BRUSHED ALUMINUM(TYP) --r WIRE PULLS,BRUSHED ALUMINUM PLASTIC LAMINATE AT ALL • WHITE INTERIOR(TYP) PLASTIC IJaNI1NATE OVER 3I4"SUBSTRATE . SEMI-EXPOSED SURFACES OVER • 314"SUBSTRATE;SELF EDGE REMOVABLE BASE CABINET DOORS W1 • FULLY CONCEALED EUROPEAN HINGE & PROJECT NUMBER; 210350 ' WHITE INTERIOR wl ADJUSTABLE BLACK HEAT QUICK SNAP OFF CAPABILITY • • SHELVES(TYP)4"WIRE PULLS,BRUSHED PROOF WRAP WHITE INTERIOR(TYP) • ALUMINUM(TYP) BASE AS SPECIFIED;REFER TO Q EXPOSED fn Amedisys Tenant ELEVATION PIPING Improvement rt Fenno Cr#s►ek Place +T-Ah N.FLR _ T.O.FIN.FLR BUlldfng 8 �l�O+B3 SW Upper CONTINUE FLOOR FINISH p� oones UNDER CABINET AT SINK, F$ Road SEE FLOOR PLAN Suite 100 w SINK 4. TYPICAL UPPER' CABINET SO LOWER CABINET W1 DRAWER & DOOR 6. TYPICAL LOWER CABINETi Tlgen�pi, Oregon 97224 SCALE. 1"=1"-0" SCALE: 16= 1W' SCALE': 1"= 1'-I�►" DOOR TYPES FRAME TYPES 3!-W OPENING ROOM DOOR FRAME NCfTES No. Size NAME Thick. T Material_ Finish T Material Finish E100 (E) Entry (E) (E) (E) (E) (E) (E) (E) 1 SHEETTITLE: 103 3'-0"x w4r' saw 1.314 A SC WD TC A STL-KD MFR i 104 TO x WO MPJMS office 1140 A SC WD TC A STL-KD MFR I In terit"��"''` D eta 11 T-W x V 0" DOO 0II9ce 1-314" A SC WD TC A STL-KD MFR 1 110 Tx•0"x 8'-0" BOM Office 1-3/4" A SC WD TC A STL-KD MFR 1 A DOOR SINGLE OPENING 111 3'-W x 8'-T Conference Room 1-314" A SC WD TC A STL-KD MFR Not MaWhi Lid: MFR Manufacturer's Standard NOTES: 1. Provide Lock, SCWD Solid Core Woad STL-KD Steel From-Knock Dawn �- 1. ALL NEW DOORS TO BE SOLID CORE WOOD TO MATCH EXISTING BUILDING TC Trane�parent Finish-Clear _ STANDARD DOOR TYPE AND FINISH(PREMIUM FACE,A-GRADE,MAPLE,PLAIN SLICED WITH MATCHING END GRAIN AND CLEAR CATALYZED LACQUER FINISH) DRAWN BY: DR11d 2» PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING SCHLAGE ( DATE ISSUED: 02»17.1'1 WV SERIES,OMEGA, PASSAGE LEVER LATCH,3 BB HINGES,STOP AND SILENCERS, ALL FINISHES#626 SATIN CHROME), 3. ALL NEW FRAMES TO BE"TIMELY"(CLEAR ANODIZED ALUMINUM)UNLESS OTHERWISE NOTED. 7w DOOR & FRAME TYPES 8. DOOR SCHEDULE SCALE.- 14"=1"-0" SCALE. NOT TO SCALE SHEET: r PERMIT SET 10w 17w 1 , r , e 1 is r; n