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BU P2016- 00347 AEROTEK EXPANSION Ti ARCHITECTS OCCUPANT LOAD AND EGRESS BUILDING CODE REQUIREMENTS AND DATA LFS 720 NW Davis 503.221.1121 R Suite 300 503 221.2077D ON IfE EMBASSY CEN TRE TABLE 1004.1.2 OCCUPANT LOAD EXITS REQ / PROVIDED PROJECT LOCATION: 9020 SW WASHINGTON SQUARE ROAD,SUITE 400 Portland OR 97209 www.lrsarfiriitects.Corn TIGARD,OR 97223 TOTAL OCCUPANT LOAD: RE CE!YE Actual Occupant Load: See Code Analysis Plan.-> =56 occ. 2 / 2 9020 Actual SF/occ:> (3,185 SF)/(56 occ.) =56.88 SFlocc, PROPERTY ID: 1S126BC01506,R2007147 , I"l/' I"1/ 4 HIf 1G TON SQ AREROAD TABLE 1015.1DEC 21UMinimum Number of Exits Required: 56 occ. >5t),Therefore a Minimum of Two(2) Exit.:Required. APPLICABLE BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE 11 Y 2 433, Number of Exits Provided: Two(2) Exits Provided. BUILDING AGENCY/JURISDICTION: CITY OF TIGARD CIfl'OF TIGARD 3645 10-A' SUITE (1014Travel Intervening Rooms: Allowed thru accessory areas only. PROJECT SCOPE OF WORK: NON-STRUCTURAL INTERIOR IMPROVEMENTS BUILDING DIVISION " I p TABLE 1005.1 TOTAL TENANT GROSS AREA: 3,185 SF ill lit, 1IG1 RID, ORE GON 97223 Egress Width per Occupant: (56 occ.)x(0.20)= 11.2 inches ZONING: MUC-MIXED USE COMMERCIAL ir • Actual Exit Width: 57 inches-O.K. �'I to , OR , 0SECTIONS 1014 thru 1016 Max.Allowed Common Path of Egress= 100-ft. 4l ,.,1 .-9‘ Maximum Travel Distance Allowed: Actual Provided=65'-6",therefore O.K. OF PERMIT SET 12. 2 1. 1 Maximum Travel Distance to Exit: Max,Allowed Travel Distance to Exit=300-ft. (SCik$ Actual Provided= 151'-10",therefore O.K. CONSULTANT: PROJECT DIRECTORY DEFERRED SUBMITTALS BUILDING CODE AREA AND MISC REQUIREMENTS BUILDING CODE AREA CALCULATIONS PROPERTY OWNER: ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS TYPE OF CONSTRUCTION: TYPE I-B NOTES: 1. SEE CODE ANALYSIS PLAN FOR ACCOMPANYING INFORMATION.CODE INFORMATION INDICATED BELOW ONLY FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 2 HR Wyse Investment.Services Company Andy James:AJames@Wyselnvestment.eom MECHANICAL SYSTEMS SPRINKLER SYSTEMS LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE REQUIREMENTS. 1501 SW Taylor Street,Suite 100 Kathi Pearce:KPearce W selnvestmentcom EXTERIOR BEARING WALLS 2 HR Y @ Y PLUMBING SYSTEMS EGRESS LIGHTING INTERIOR BEARING WALLS 2 HR Portland,Oregon 97205 EXT.NONBEARING WALLS TABLE 602 2. NON-SEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH SECTION 508.3. Telephone (503)294-0400 INTERIOR NONBEARING WALLS 0 HR Fax (503)227-2507 FLOOR/CEILING 2 HR EXISTING OCCUPANCY GROUPS: B ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS ROOF/CEILING 1 HR OCCUPANCY GROUPS:(CHAPTER 3): B TENANT: CONSTRUCTION TYPE: Aerotek 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. DIMENSIONS TO PENETRATIONS:(SEE PENETRATION DETAILS ALL WALLS AND FLOOR AND ROOF/CEILING EXISTING: TYPE I-B,WITH FIRE SPRINKLERS THROUGHOUT 9020 SW Washington Square Rd.,Suite 400 TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE HIGHEST PORTION OF THE AND MECHANICAL PLANS FOR LOCATIONS) ASSEMBLIES Tigard,OR 97223 OPENING OR OPERATING DEVICE. OPENING PROTECTION:(SEE PLANS FOR LOCATIONS) (OPENINGS ARE DEFINED AS DOORS,WINDOW, Telephone(503)403-1900 ANDDUCTS(REFERENCE OSSC 715 FIRE BASIC ALLOWABLE FLOOR AREA: B: UNLIMITED 503 403-1890 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT.SEE PROJECT PLANS AND ELEVATIONS ASSEMBLY)SEE DOOR AND WINDOW SCHEDULES (TABLE 503,SEC.503): Fas (503) FOR ITEMS THAT OCCUR. SEE MECHANICAL DRAWINGS FOR SMOKE AND ARCHITECT: 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL FIRE DAMPERS AREA MODIFICATIONS: INCREASE NOT NECESSARY AND NOT CALCULATED PLAN LAYOUT. (SEC.506): LRS Architects, Inc. Byron Balogh:abbalogh@Irsarchitects.com SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER IBC&OSSC SECTION 907 720 NW Davis,Suite 300 Peter Kim:pkim@Irsarchitects.com 4. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY SPACE SERVING BUILDING STORIES 1 HEIGHT: Portland,Oregon 97209 MORE THAN ONE EMPLOYEE,ALL RESIDENTIAL AND MULTIPLE EMPLOYEE COMMON SPACES,AND SPACES ALLOWABLE(SEC 503,504): B: 11 STORY, 160 FEET Telephone(503)221-1121 ACCESSIBLE TO THE PUBLIC,AS THEY OCCUR PER PROJECT. Fax 221-2077 BUILDING STORIES!HEIGHT: Fax(503) 5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED MOUNTING ACTUAL: B:5 STORY,65 FEET HEIGHTS. CONTRACTOR: BNK Construction Rick Shandy:shandy@BNKConstruction.com 6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING FIXTURES. 45 82nd Drive,Suite 52B 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS DESIGNATED ON FLOOR PLANS AS Gladstone,Oregon 97027 OPENING-PROTECTED WALLS. PROJECT NUMBER: 216325 Telephone(503)557-0866 Fax(503)557-1085 8. FLOOR DRAINS: /� Oregon CCB#107555 9. ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE A erotek Expansion ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. 10. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT EXCEED 1/2"DIA. TI MAXIMUM;FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION;AND THE ELEVATION CHANGE AT THE DRAINING INDEX DRAIN LIP DOES NOT EXCEED 118". • SHEET NAME One Embassy Centre A001 COVER SHEET AND CODE ANALYSIS 9020 SW Washington A100 GENERAL NOTES&STANDARD MOUNTING HEIGHTS Square Road, Suite 400 A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE&DETAILS A201 DEMO&PROPOSED FLOOR PLANS&NOTES Tigard, OR 97223 A202 REFLECTED CEILING PLAN&NOTES ACCESSIBILITY COMPLIANCE A301 INTERIOR ELEVATIONS&DETAILS The facility has been surveyed and the following building elements have been found to be in compliance with / AREA OF WORK IBC Chapter 11: and ANSI 117. 1.Van-accessible parking. er 2. Accessible building entrance (curb ramps). ■ !" '",, i CITY OF TIGARD 3.Accessible route within building (floors, ramps, elevators). 2 :r2,4,1 PROJECT LOCATION FAIKA , REVIEWED FOR CODE COMPLIANCE 4. Accessible restrooms and toilet fixtures, 4��■�r.�5. Accessible telephones. COMMON PATH OF EGRESS: r � 44 I,� A �, �� �� __,� Approved: a-u"" Fa'b e 6. Accessible drinkingfountains. 65'-6"-THEREFORE OK _ -ii bl ) 7. Accessible (visible/audible)fire alarms. OTC: G`a � 1‘LA �} 00- aN 1-1 •0 1 ti ,' """I' ,.raar .L � ��L CITY :- TIGARD a Aria Permit#: B 1 ' :Trane Corer ,. ---- YYoods 4..1 �� Address: Su) c2 ve r' r�4 r a _ Pf„, k Mtagruf Poi/ f OCCUPANCY I ' "' `! {���� r 5�13 . R p p Planning rr� � ri1C7 �l7 ro z :,} • r � _� —fir Et OCCUPANCY:" ►. l 1, c. , r..I .: tr 6.=11 _ suite #e y� ate: 1 Z/ 7- 1 l b caci+miv a ...-_ s" h',y _ 5'1r 7ryim Cenr Ad _ . �• - kii,- cnrsrKaac __ �— �I/L ---,y�'_'�.� - L) I r ' s IMPIEW i� Envoy • `r 1 7 - -• [ , ❑ By: A V Date: p I A/�, Initials: on a ew>a,.bne 12 t ■* ►t �• !• I .�+�s 1 ( / S r r � rp r i — if: s# ;I I LEGEND - Park ..,,_. f i� i o REXIT RFySbop ..�; 'YuicQh, .i >anrare __. .•<Hatwel ermPer4 , ✓ I +u;�l [r .:; ... , Toner ._�..-._. Aidill • PA �, T,oiceneva . SHEET TITLE: F �� 3 Asa rrnt ,. v weir ,e rrAIWAWalleeltligaT4� e _ k 1/LCA AREA OF WORK v :.°- � Q '•.; `` - sylren+eNerueF ' Peak KermitAret �����'� III — – — — – EXIT EGRESSPATH . en Irl] IS t , Cover Sheet & B M r Skrr r1.c, ru.. . .. GA 4 k ■ ■I g un Ce n. a * �"""�P` OCCUPANCY GROUP Code Analysis Cents .c: r EST:'_ �. --.- ■ ■' .■ J1�■ FiilE —■ � i s4lTM o - _- s- r ' .1/4.9 ! ;+' PER SECTION 1004 cya d. ROOM OCCUPANT LOAD X Q . � :waoe.ld - Sz�"`rh Wr; c-ftv' ID� g „, . , Po.I:rSdk �xrp+ nAPA MINN* °' ' (XX) ACCUMULATIVE OCCUPANT LOAD t i� •- ', TGA ❑ kiaP s• - "" XX • I*��'/ i , " s �' Fay 1 I IIEl 0b EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW L WHERE OCCURS ATALL EXITS, EVERY 100'IN ' znea.rcnoa �� CORRIDORS,AND!N SPACES WHERE 2 MODES OF _ J. `- FemoJews�hrial of _ R .e►Pe k L.tkr-o rs.nm ' - m EGRESS ARE REQUIRED PER SECTION 1011. (REFER � {SrDRAWN BY: PMK , N . ",Fwrre bkt P""` TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). Q Pena POCHE INDICATES "EXIT"TEXT SIDE OF SIGN. SIGNS DATE ISSUED: 12.21.16 W PaJuets "kc,,,ch'- {"" ■ . El !� . ill SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS m • reira.sx Star. 'r°°d" swucoartaaM a Hot $ate n.eewer - SHOWN ON WALL ARE WALL HUNG. i �' ,,,,,,,,,;i;,,,,P ' LoO O0we `._. 3 oN E REQUIRED EXIT 2 N 5 T. VICINITY MAPCID " OVERALL CODE ANALYSIS PLAN - FOURTH FLOOR DEFERRED SCALE: NOT TO SCALE Sprinkler Fire A001 Z SCALE: NOT TO SCALE Fire Alarm m Mechanical Plumbing ---ZSHEET: o Electrical !RSArchitects,inc.@ 2016 a - Truss Engineering _ ul Shop Drawings -6 Oter OFFICE COPY GENERAL NOTES LiumwS GENERAL DOOR AND HARDWARE 44. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 45. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. FIFTY OR MORE. 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT NOT OTHERWISE STATED IN 22. DOORS SHALL OPEN FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL THIS IS TO INCLUDE NEW EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF 68. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING THE INTENSITY OF NOT LESS THAN 1 ARCHITECTS THE DRAWINGS AND SPECIFICATIONS. THE PROJECT INTENT IS TO PROVIDE A COMPLETE KNOWLEDGE OR EFFORT. CONTROLS AND THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE WORKING TENANT OR BUILDING IMPROVEMENT. 23. NEW DOOR HARDWARE SHALL MATCH EXISTING BUILDING STANDARD LEVER HANDLE WITH PRIOR TO ACCEPTANCE OF BID. EXISTING SYSTEM SERVES AN OCCUPANT LOAD OF A 100 OR MORE AS REQUIRED BY CODE. 720 NW Davis 503.221.1121 M 2. ALL WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE(IBC), 2014 FINISH TO MATCH BUILDING STANDARD. FINISH OF HINGES AND CLOSERS TO MATCH. ALL 46. DESIGN-BUILD CONTRACTOR TO PROVIDE CERTIFICATION THAT OUTDOOR AIR MATCH EXISTING BUILDING STANDARD WHERE POSSIBLE FOR REQUIRED EMERGENCY OREGON STRUCTURAL SPECIALTY CODE(OSSC), 2014 OREGON MECHANICAL SPECIALTY HARDWARE SHALL BE ADA ACCESSIBLE. REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT Suite 300 503 221.2077 E CODE(OMSC), 2014 OREGON FIRE CODE, 2014 OREGON ENERGY EFFICIENCY SPECIALTY 24. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING TENANT IMPROVEMENT AREA. NATIONAL ELECTRICAL CODE. CODE(OEESC), 2014 OREGON PLUMBING SPECIALTY CODE(OPSC), 2014 OREGON ELECTRICAL KEYING SYSTEM. 47. INTERIOR AND PERIMETER OFFICES SHALL NEVER BE ON THE SAME ZONE. CONFERENCE 69. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING Portland OR 97209 www.Irsarchitects.com SPECIALTY CODE(OESC)AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING 25. PROVIDE NEW DOORS MATCHING EXISTING DOORS'VENEER SLICING PATTERN AND GRAIN ROOMS AND LUNCHROOMS CAPABLE OF SEATING (6) OR MORE SHALL ALWAYS BE ON THEIR ALARM SYSTEM AS REQUIRED BY ADA AND CURRENT OSSSC STANDARDS. PROVIDE AUTHORITIES. DENSITY,AND FINISH. OWN ZONE. ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. COORDINATE REQUIREMENTS WITH 3. CAREFULLY EXAMINE THE PROJECT SITE AND CONSTRUCTION DOCUMENTS. VERIFY ALL 26. PROVIDE CLOSERS ON ALL TENANT ENTRY OR EXIT DOORS TO MATCH EXISTING BUILDING 48. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED BUILDING OWNER. ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ANY DISCREPANCIES STANDARD FINISH AND TYPE. EQUIPMENT TO BE RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE 70. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. TO THE ARCHITECT. 27. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL REPAIRED OR REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ 71. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,ANDC. ! 441) % 4. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN AND PAY ASSEMBLY AND INDICATED FIRE PROTECTION RATING OF NO LESS THAN 20 MINUTES. CLARIFICATIONS IN BID. REPAIR OR REPLACE AS NECESSARY. FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. WHERE EXISTING DOOR OPENINGS DO NOT COMPLY WITH PRESENT BUILDING CODE 49. AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES, INCLUDING THOSE IN PITS, 72. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET C 3645 'vol. 5. THE CONTRACTOR SHALL PROVIDE AND PAY FOR DUMPSTER AND TELEPHONE. REQUIREMENTS, PROVIDE NEW DOORS, FRAMES AND HARDWARE THAT COMPLY. SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION. WATER PROJECT REQUIREMENTS. 6. COORDINATE ARCHITECTURAL WORK WITH MECHANICAL AND ELECTRICAL DESIGN BUILD 28. ADJUST THE RESISTIVE FORCE OF ALL NEW AND EXISTING INTERIOR DOOR CLOSERS IN THE FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEMS IF USED) SHALL BE SUPERVISED, 73. TERMINATE ALL CONDUITS IN STANDARD DUPLEX BOXES, UNLESS OTHERWISE INDICATED. PA .- N I X O N WORK AND SUBMIT ALL DESIGN BUILD PLANS TO ARCHITECT FOR REVIEW PRIOR TO PROJECT AREA TO A MAXIMUM PRESSURE OF 5 LBS. TO COMPLY WITH ADA REQUIREMENTS. AS WELL AS OTHER FEATURES DEEMED NECESSARY BY CURRENT NATIONAL FIRE 74. KNOWN EXISTING (E) ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON THE CONSTRUCTION. PROTECTION ASSOCIATION STANDARDS. DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED BY 0 F� S 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF FINISHES 50. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS CONTRACTOR. FINISH UNLESS OTHERWISE NOTED. DRAWINGS BY ARCHITECT. 75. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR '.Pi/ LAND, OR 8. KEEP PROJECT AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. 29. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES IN IMPROVEMENT AREA 51. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES SYSTEMS FURNITURE PRIOR TO INSTALLATION. r 9. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(i.e., JACK HAMMERING OR CAUSED BY CONSTRUCTION OPERATIONS. NECESSARY TO COMPLETE THE WORK. 76. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY. • CORE DRILLING), OR ODORS(i.e., PAINTING OR ADHESIVE FROM FLOOR OR WALL 30. PAINT EXISTING WALLS WITH 2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE 52. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. 4r F o COVERINGS), SCHEDULE SUCH ACTIVITIES FOR AFTER NORMAL BUSINESS HOURS. NOTED. SUBMIT COLOR DRAW DOWNS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONFIGURATION OF FIRE-RATED PARTITIONS. 77. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING , COORDINATE SUCH ACTIVITIES WITH BUILDING OWNER. APPLICATION. 53. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. CONDITION. 10. STORAGE OUTSIDE OF BUILDING IS NOT ALLOWED WITHOUT AUTHORIZATION BY BUILDING 31. WHERE ALL NEW PARTITIONS ABUT, JOIN OR CONNECT TO EXISTING SURFACES, WALLS, OR TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. 78. CLEAN NEW, EXISTING,AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN AREAS OWNER. NEW CONSTRUCTION, THE FINISHED SURFACE SHALL BE ALIGNED FLUSH. 54. INSTALL TEMPORARY FILTERS ON HVAC VAV BOXES AFFECTED BY WORK OF PROJECT PRIOR AFFECTED BY WORK OF THIS PROJECT,AT COMPLETION OF JOB. RELAMP AND REPLACE 11. OWNER SHALL NOT BE RESPONSIBLE FOR TOOLS OR MATERIAL GOODS STOLEN OR 32. ALL NEW WALLS AND PARTITIONS SHALL HAVE TAPED JOINTS(3) COATS SANDED AND PRIMED TO CONSTRUCTION. REMOVE FILTERS AT COMPLETION OF THE PROJECT. BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING ORDER. CONSULTANT: DAMAGED ON SITE. TO MEET PAINT READY REQUIREMENTS. 55. COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. 79. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/OR 12. CONTACT OWNER'S REPRESENTATIVE TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED 33. EXISTING WALLS AND SURFACES SHALL BE STRIPPED, RESURFACED,AND PATCHED AS SEPARATE AND REROUTE EXISTING DUCTWORK AND CONTROLS REQUIRED TO PROVIDE BALLAST IF NOT IN GOOD WORKING CONDITION. FOR RETURN. REQUIRED. INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OFA DEMISING WALL. 80. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM 13. UPON COMPLETION OF WORK, BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER 34. DISPOSE OF ALL PAINT MATERIALS OFF SITE. DO NOT POUR DOWN DRAINS, CATCH BASINS, 56. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN. ALL PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO KEY ORIGINALS OR CARD ACCESS DEVICES. OR IN LANDSCAPING. DUCTWORK BEHIND GRILLS SHALL BEA UNIFORM DARK COLOR. INSTALLATION. 14. WARRANTY ALL PARTS, LABOR, EQUIPMENT,AND MATERIAL PROVIDED UNDER THIS 35. PROVIDE A FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER 57. DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR 81. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT,AND PHONE AND CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. SINK, LABEL ALL LEFT OVER PAINT,AND DELIVER TO OWNER WHERE DIRECTED. BALANCING REPORT TO THE OWNER. DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO 15. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 36. TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT, SMOOTH SURFACE FINISH TO MATCH 58. HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE. ARCHITECT'S DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR EXISTING ADJACENT SURFACES IN BUILDING, UNLESS OTHERWISE INDICATED. THREE CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. SUBSTITUTION. 37. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS 16. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. 38. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH ELECTRICAL-DESIGN BUILD 82. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON 17. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. FIRE SPRINKLER&ALARM SYSTEMS. EXISTING TO REMAIN OR TO BE REUSED. 59. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN 18. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLY SAFE", FURNISHINGS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS PRIOR TO ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS LOW ODOR,AND NONFLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH THIS CONSTRUCTION. CRITERIA MUST BE APPROVED BY THE BUILDING OWNER. 39. INSTALL BUILDING STANDARD WINDOWCOVERINGS AT ALL PERIMETER WINDOWS IN 60. IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWITCH 83. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. 19. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT IMPROVEMENT AREA UNLESS OTHERWISE NOTED. DO NOT PROVIDE NEW IF ALREADY FOR FULL-SERVICE BUILDINGS. DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY CLEAN PREMISES EXISTING. REPAIR AND/OR REPLACE ANY DAMAGED WINDOWCOVERINGS TO MATCH 61. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO THAT BUILDING IS EXISTING. NECESSARY TO COMPLETE WORK. READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND 40. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLY AND SHALL BE CONSIDERED NOT 62. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 84. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND AROUND THE BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS, BUT WERE IN CONTRACT. 63. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS. ELEVATIONS FOR ITEMS THAT OCCUR. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPERATIONS. 64. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. 20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS,ALL BE PERFORMED TO THE OWNER WITH BID. WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF MECHANICAL-DESIGN BUILD 65. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY AND IS INTENDED 85. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY COMPLETION OF WORK. CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF TO SHOW FIXTURE TYPES AND LOCATIONS. ELECTRICAL DESIGN IS BY DESIGN-BUILD PUBLIC AREA OR EMPLOYEE AREA MORE THAN 1000 SF,AS THEY OCCUR PER PROJECT. OCCUPANCY NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE 41. MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT PLANS AND CONTRACTOR IN ACCORDANCE WITH EXISTING BUILDING STANDARDS. COMPLY WITH ITEMS. SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS, IN ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE 86. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED 21. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE ADDITION, CONTRACTOR SHALL PROVIDE WITH SUBMITTAL(2) COPIES OFA COLORED FLOOR ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT. MOUNTING HEIGHTS. BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT. MECHANICAL 66. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY AND IS DESIGN MUST BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED BY INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL SWITCHING, 87. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND ARCHITECT PRIOR TO CONSTRUCTION. AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE REQUIREMENTS SHALL BE THE FUTURE ACCESSORIES AND GRAB BAR MOUNTING FIXTURES. BLOCKING IS REQUIRED FROM 42. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH STUD SPACE TO BACK OF SURFACE OF ALL FIXTURES INCLUDING BUT NOT LIMITED TO NECESSARY TO COMPLETE WORK. PER ROOM, UNLESS OTHERWISE INDICATED. TUB/SHOWER ENCLOSURES. 43. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 67. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY 88. FLOOR DRAINS: ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED PROJECT NUMBER: 216325 DRAIN HOLES DO NOT EXCEED 1/2"DIA. MAX.;FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". END OF GENERAL NOTES Aerotek Expansion TI One Embassy Centre 9020 SW Washington Square Road, Suite 400 Tigard, OR 97223 4'-0" -\--- --,,, IL e ♦ TYPICAL AT DOOR *ow. u c _♦ z w -/ z EXIT SIGN i( ( • N w inA.+/=\�/� -rIF ♦ d' �j,� j�110 r 816tett TYPICAL DOOR �L J� , ♦ ■ OPENING /9 TO RAISED ♦ jr 10"MAX 'r CHARACTERS ,r 2'-6" Fig.308.2.1 Fig.308.3.1 s` ♦ CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED - PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH 3 o I- _ I- -�` _ �-���t _ ♦ '�///%%//%%/�///�/�i 4 MAX READER o "' v 0' PIC �I��►►� TYPICAL AT DOOR J SHEET TITLE: �, 20"MAX �� >20"-25" oIll 0 N Fig.308.2.2 c I ♦ General Notes & OBSTRUCTED HIGH FORWARD REACHS tan dard Mounting N VISIBLE SYMBOLS,EACH FIRE ALARM SIGNAUSTROBE ANNUNCIATOR PANEL 0 10"MAX > 10"-24" OPERABLE THERMOSTAT s ♦ ♦ MIN.2 1/2"HIGH EXISTING ELEVATOR 54"MAX FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE Heights a ♦ MOUNTED PHONE EXTINGUISHER ELEVATOR TO COMPLY WITH EMERGENCY POWER co LIMITS OF PROTRUDING OBJECTS CALL BUTTON RECESSED FIRE OFF PUSH BUTTON ,� 1\11 p AHJ.AND ADA MANUAL PULL EXTINGUISHER CABINET g111P1EXCEPTIONS: ELECTRICAL OUTLET STATION ♦�, TACTILE 0 002 [ifl 1. HANDRAILS MAY PROTRUDE 41/2"MAX, �� INTERCOM g co M it 2. DOOR CLOSERS AND DOOR STOPS s7 �' ELECTRICAL OUTLET TELEPHONE STATION ♦(...4-1 SIGNAGE co ♦ •♦ SHALL BE PERMITTED TO BE 78"MIN AT CASEWORK OUTLET AND -�` BASE OF Fig.308.3.2 0-1 ABOVE FLOOR I• SWITCHES L CHARACTER DRAWN BY: PMK OBSTRUCTED HIGH SIDE REACH ICC/ANSI A117.1 2009 SECTION 308 REACH z cO-t ♦ ® - c�♦ o w _�' �` a - Z9 a DATE ISSUED: 12.21.16 RANGES(ALL DIMENSIONS ARE NOT TO SCALE) i„ - o = W W w w CD 'z `O z �� `° -f k) N• F- Qw o � U o0 - ci - 0 "9 9l: otr in o co it, co 2 MO E3 Qz , z > 0 LL •Cl- LlO 0 zr N -1- cc) �, W m v z W a d 0 c0 o O } v 0 0 0 0 0 I- `t° \ \ ♦ r U ♦ ♦ ♦ \ ♦ \ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 0 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC�ANSI A1171-2009) MISCELLANEOUS WALL MOUNTINGS a SCALE: NOT TO SCALE A100 SHEET: 0 o LRS Architects,Inc.©2016 N 1 d a, e Y Q. SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D, E & F Documentation is based on NWCB Technical Document 401. In all buildings, other than structures classified as Spreader Bars Mechanical Services essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are See Detail 4/A101 1......ns deemed to comply with the current building code interpretation. • Terminals or services weighing less than 20 lbs shall be positively attached to the ceiling suspension main • Terminal ends of main runners and cross members shall be tied together or have some other approved means runners or to cross runners that have the same carrying capacity as the main runners. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- to prevent their spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8" • Terminals or services weighing 20 lbs but not more than 56 lbs shall have, in addition to requirement above,two of each wall. connectingceilingy ARCHITECTS in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection.This 12-gage wires them to the system hangers or the structure above. Spreader bars are not required at perimeters where runners are attached directly to closure angles. document is designed to accomplish the intent of the International Building Code(IBC)with regard to the requirements • • Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by for seismic design categories D, E& F for suspended ceilings and related items. Unless supported byengineering,the • Spreader bars are not required if a 90° intersecting cross or main is within 8"of the perimeter wall. 9 9 P 9 PP 9 g, • Where substantiatingdocumentation has beenprovided to the localjurisdiction, perimeter clips maybe used approved hangers. 720 NW Davis 503.221.1121 suspension system shall be installed per these requirements and those of the referenced documents. Manufacturer's P recommendations should be followed where applicable. to satisfy the requirements for spreader bars. Sprinklers Suite 300 503 221.2077 General Recommendations Hanger(Suspension)Wires ^G VERTICAL STRUT. SEE Portland OR 97209 www.irsarchitects.com • References sources per hierarchy: 2012 International Building Code (IBC),American Society of Civil Engineers See Detail 5/A101 • For ceilings without rigid bracing, sprinkler head penetrations shall have a 2"oversized ring, sleeve or adapter TABLE 1. (ASCE 7-10 ,American Societyof TestingMaterials(ASTM C 635,ASTM C 636,ASTM E 580/E 580M),and through the ceiling tile to allow free movement of at least 1"in all horizontal directions. Flexible head design ) Hanger and perimeter wires must be plumb within 1 in 6 unless counter sloping wires are provided. that can accommodate 1"free movement shall be permitted as an alternate. Ceilings and Interior Systems Construction Association(CISCA). (Detail 5/A101) • Partitions that are tied to the ceiling and all partitions greater than 6 ft in height shall be laterally braced to the • Hanger wired shall be 12-gage and spaced 4 ft on center or 10-gage spaced 5 ft on center. structure. Bracing shall be independent of the ceiling splay bracing system. • Any connection device at the supporting construction shall be capable of carrying not less than 100 lbs. Glossary for this Documents (regional terminology may vary) " • For further information on bracing of non-load bearing partitions refer to NWCB Technical Document#200-501. • Powder Actuated Fasteners (PAFs)are an approved method of attachement for hanger wires. Y 4).4,1 .i4 • All main beams ar to be Heavy Duty(HD). • Terminal ends of each main beam and cross tee must be supported within 8"of each wall with a perimeter wire CROSS TEES • Ceilings less than or equal to 144 sq ft and surrounded by walls connected to the structure above are exempt (see Details 2, 3, 4 and 5/A101). The cross member that interlock with the main beams, also known as cross runners or cross T-bars. 31645 't"„,..k from the seismic design requirements. • Wires shall not attach to or bend around interfering material or equipment.A trapeze or equivalent device shall DIFFUSER CI-" • These recommendations are intended for suspended ceilings and related components in areas that require be used where obstructions preclude direct suspension.Trapeze suspensions shall be sized to resist the dead A circular or rectangular metal grill used for the passage of air from a ducted system. 45°O' PATR. IA L. N IX 0 N p resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS 45° OR • All wire ties to be three tight turns around itself within 3". 12-gage Hanger wire spaced 4 ft on center. Any building designed to be used by public agencies as a fire station, police station, emergency operations _ (See —Z' Detail 1/A101 . 1 LESS e ) Electrical Fixtures center, State Patrol office, sheriffs office, or emergency communication dispatch center. • Changes in ceiling planes will require positive bracing. See Detail 8/A101 GRID 1�� y LANA OR (..*(4) 12 GAGE SPLAYED �. g The main beams and cross tees of the suspension system. BRACE WIRESLateral Force Bracin Light fixtures weighing less than 10 lbs shall have one 12-gage hanger wire connected from the fixture to the YSee Detail 1/A101 structure above. This wire may be slack. HANGER WIRE ` 1144 P'' 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. iik.. )..} — 4r ▪ Ceilings constructed of screw-or-nail-attached gypsum board on one level that are surrounded by and • Light fixtures weighing more than 10 lbs and less than 56 lbs shall have two 12-gage wires attached at LATERAL FORCE BRACING , 1 l45 .-0 osin corners of the li ht fixt r t th tr t wir ma a slack. - � ORconnected to walls or soffits that are laterally braced to the structure above are exempt from seismic Pp g g u e o e s uc ure above.These es y b )—� g requirements. Lightweighing pp pp The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral ` ,� design • fixtures wei hin more than 56 lbs shall be supported directlyfrom the structure above byapproved S � LESS • Ceiling areas of 1000 sq ft or less shall be exempt from lateral force bracing requirements. hangers. force bracing consists of vertical struts and splay wires. i . • Lateral force bracing is the use of vertical struts (compression posts)and splay wires. • Pendant mounted fixtures shall be directly supported from the structure above using a 9-gage wire or an MAIN BEAM `• �' • (See Detail 1/A101). approved alternate support without using the ceiling suspensions system for direct support. The primary suspension member supported by hanger wires, also known as the main runner, carrying tee, • Lateral Force Bracing shall be 12 ft on center(maximum)and begin no farther than 6 ft from walls. • Tandem fixtures may utilize common wires. carrying runner or mains. CONSULTANT: • Seismic splay wires are to be (4) 12-gage wires attached to the main beam.Wires are arrayed 90°from MOLDING/CLOSURE ANGLE 3" MAX.TYP. each other and at an angle not exceeding 45°from the plane of the ceiling. Seismic Separation Joints A light gauge metal angle or channel fastened to teh perimeter wall or partition to support the perimeter ends • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can See Detail 9/A 101 of an acoustical ceiling grid. N3, support a design load of not less than 200 lbs or the actual design load,with a safetyfactor of 2 PERIMETER CLIPS PP 9 9 For ceiling areas exceeding 2,500 sq ft, a seismic separation joint or full height wall partition that breaks the Proprietary angle bracket attached directly to the wall molding/closure angle which allows 3/4"movement in whichever is greater(Detail 78/A101). ceilingshall beprovided unless analyses are performed of the ceilings bracingsystem,closure angles and • Power Actuated Fasteners PAFs ,when used for seismic application aspart of the prescriptivepath in Y g Y g the event of seismic activity and interlocks properly with ends of grid system. (PAF's), PP P P penetrations to provide sufficient clearance. PERIMETER WIRES 0 �� Mil, Seismic Design Categories D, E & F, shall have an ICC-ES approval for seismic applications and shall • The layout and location of the seismic separation joint shall be per the designer of record and noted on the Hanger wires placed within 8"of the surrounding walls. G� BF brequire"speical inspection" irrespective of the type of occupancy category the structure is in. PAF plans. If a seismic separation joint is required bythe designer,the designer mayuse thegeneric joint detailed -9 anchors for kicker wires(splayed wires installed for purposes other than seismic restraint)are exempt from P q g g PLENUM M P P P in this document or a proprietary joint. The amount of free movement(gapdesign)shall be a minimum of 3/4". this requirement. g ) The space above a suspended ceiling. NOTES: 4 In lieu of seismic separation joints, the ceiling may be divided into areas less than 2500 sq ft by the use or SLACK WIRE - RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. • Splay wires are to be within 2"of the connection of the vertical strut to the suspended ceiling. soffits as follows: partitions shall extend a minimum 6"above the level of the plane of the grid and shall be A 12-gage wire that is not tight or taut. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING • Rigid bracing may be used in lieu of splay wires. independently braced to the structure above. Soffits shall extend to a point at least level with the bottom plane SPREADER or SPACER BAR REQUIREMENTS. • Ceilings with plenums less than 12"to structure are not required to have lateral force bracing. of the grid and shall be independently supported and laterally braced to the structure above. A bar with notches to prevent the suspension system from separating,also called a stabilizer bar. ,/ • • Vertical struts must be positively attached to the suspension systems and the structure above. (See Detail 98/A101). SPLAY WIRES /. LATERAL FORCE BRACING • The vertical strut may be EMT conduit, metal studs or a proprietary compression post,see Table 1 below: Wires installed at an angle rather than perpendicular to the grid. TABLE 1: Maximum Recommended Lengths for Vertical Struts Wall Moldings g p P 9 VERTICAL STRUTS SCALE: NOT TO SCALE See Details 4/A101 and 2/A101 (or alternate proprietary option-3/A101) EMT Conduit Metal Studs The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression 1/2" EMT conduit up to 5'-10" Single 1 5/8" metal stud (20-gage) up to 12'-0" • Wall moldings (perimeted closure angles)are required to have a horizontal flange 2"wide. One end of the posts, seismic pods, seismic struts. Common materials are electrical conduit(EMT), metal studs or 3/4" EMT conduit up to 7'-8" Back-to-back 1 5/8" metal stud (20-gage) up to 15'-0" ceiling grid shall be attached to the wall molding, the other end shall have a 3/4"clearance from the wall and proprietary products. 1" EMT conduit up to 9'-9" Single 2 1/2"metal stud (20-gage) up to 13'-6" free to slide. Back-to-back 2 1/2" metal stud (25-gage) up to 15'-0" • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used 12'-0" OC EA WAY MAX to satisfy the requirements for the 2"closure angle. ,-SEPARATE SUPPORT PIPES, • The grid shall be attached at two adjacent walls (pop rivets or approved method).Soffits extending to a point atCONDUITS ETC, SECURE ALL 6' 0' MAX #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC WALL MOLDING least level with the bottom plane of the grid and independently supported and laterally braced to the structure / HANGERS TO BUILDING above are deemed to be equivalent to walls. OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5-0"OC STRUCTURE.TRAPEZE VERT STRUT AROUND DUCTS AND OTHER LARGE DESTRUCTIONS. 8" MAX SECURE ALL RECESSED 8" MAX BUILDING STRUCTURE SURFACE MOUNTED FIXTURES TO GRID&STRUC AS REQD. LAY IN FIXTURE WIRES MAY BE SLACK. WALL //oil,/ 8., MAX / 90.00° ,WALL " T �91 OOI 2"WALL MOLDING r` <\,0, ��� / ° ° ,. �, `l� ° .p Q -,...,,,,,,,II 3/4 MIN @0.6' � I PROJECT NUMBER: 216325 8.. MAX � ��, -UNATTACHED ° �. / � WALLS \� SECURE ALL HANGERS TO (>// `°g� LATERAL BRACING @ 12-0 OC EA BUILDING STRUCTURE. Aerotek Expansion ° , WAY, MAIN RUNNER TO STRUCTURE. TRAPEZE AROUND DUCTS AND p ° ° / SCREW BEGIN BRACING WITHIN 6'-0"OF OTHER LARGE OBSTRUCTIONS ATTACH ONE SIDE OF GRID ° ° J MEMBER WHERE REQDPERIMETER AND 2" M CROSS COUNTERSLOPE HANGERS TI o (SEE UNATTACHED DETAIL) °. ® �; ° ADDITIONAL HANGERS AT ALL IF MORE THAN 1:6 OUT OF *' . ° ° �° S� ° Q 'o` PLUMB MEMBERS WITHIN 8"OF PERIMETER WITH ° I- k SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE PROPRIETARY CLIP. ° ° One Embassy Centre OR OTHER SUITABLE ° ° ° INSTALL PER MFR(MUST ° � SYSTEM REQUIRED TO SPREADER BAR REQD AT UNATTACHED SIDE 9020 SW Washington `�' ° B BE APPROVED BY AHJ). ° r'= I KEEP PERIMETER g O ) '� ° ° \ COMPONENTS FROM 2" CLOSURE ANGLE Square Road, Suite 400 ° ° ° ° ° ° ° m°\/ SPREADING APART Tigard, OR 97223 � NOTES: Ft \ °g ! ft' ° O' -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. 0. 2. ATTACHED WALL MOLDING 3. ATTACHED WALL MOLDING ALTERNATE 4. UNATTACHED WALL MOLDING 5. LATERAL FORCE BRACING - ASSEMBLY SECTION SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5/8" MAX HANGER WIRES SEISMIC SEPARATION JOINT PER MFR TYPICAL CONNECTION • LAY IN FIXTURE WIRES 1 DEVICE CAPABLE OF • MAY BE SLACK io CARRYING 100 LBS OR .,. . MORE 0 0 0 0 0 o d 0 0 4.— - 000000005000000000 000 _ 0000000 A101 BUILDING STRUCTURE FLANGE ATTACHED O POP RIVET / / / 3/4" MIN 4 I CEILING CLIP SUSPENDED >< >O A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT SHEET TITLE: 3 I A�1 3 TURNS \4 CEILING GRID Suspended Ceiling LT,�, A101 o 0 T VERTICAL HANGER WIRE \� // / W0 & Light Installation 0 >O >O A. VERTICAL HANGER WIRE ATTACHMENT \` / / Guide & Details Lu 0 ` • \� \� // // I '� Q n / 9 F- ENE ¢ 5/8" MAX / \ / cg Q >< ,' Z PROVIDE SUPPORT FROM / / M STRUCTURE / SOFFIT LATERALLY BRACE 0 co., • bikt � ,, - \ / TO STRUC ABOVE �� • \ / Y 0 0 oo ,Q i v DRAWN BY: PMK 1 BUILDING STRUCTURE as A101 8 Z EXTEND SOFFIT TO AT DATE ISSUED: 12.21.16 A101 FIXTURE �;_; LEAST BOTTOM PLANE OF °' STEEL STRAP 1"WIDE x 2" CEILING GRID 6" 1'-0" LONG x 12 GAGE MINIMUM REQUIRED SUPPORT: - f / (5/ <10 LBS, (1) 12GA WIRE 0o UNATTACHED 10-56 LBS, (2) 12GA WIRES A101 3 TURNS i li= o o d 4 >56 LBS, SUPPORT DIRECTLY FROM STRUCTURE \ o 0 0 0 .•...• .. - co 5 A10 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT nDACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE W/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT . . a 6. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE ATTACHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOINT SECTION AI 0 1 .. SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: o LRS Architects,Inc.©2016 N g. 0 (0 E Y • d • Id Y - e g n6 ll a LEGEND _ = -4\ '.--- 0 -(1-k4 84 LFIS NO 411 Z d( II, 1(I _ s O I , EXISTING PARTITION OFFICE NC •¢ • ORF.RM. ____f-.;�N J ARCHITECTS o r�� + �' , PARTITION TO BE EXISTING 0 z z 0 Cyr N Q REMOVED 720 NW Davis 503.221A 121 _- - -`-?:ar O Suite 300 503 221.2077 ❑ ° W' 1 ,rill . NEW BUILDING STANDARD PARTITION ri , B • 7- (SEE DETAIL 3/A301) Portland OR 97209 www Jrsarchitects.com © o� N0 N0 Z � 4' 71- II Z O ON a RELITE PARTITION �� �` Nxxx DOOR FRAME&RELITE TYPES 44D 411?° 411-----1- A ,1I O (SEE 4&5/A301) e to ! e r I I � i —1 [1-- _ r r 1— I �� 1 T _ ¢ __,Lam_.. II_ - __ L= 3645 ixo L4' t BELOW ITEMS SHOWN FOR REFERENCE ONLY F i{�i� �, . '+ .e._ ! 1�1 _r ! v • D TELE/DATA OUTLET — - OPEN _ ( DUPLEX OUTLET • +t �° OR I OB �" ; + �, OFFICE --- "� rr J � ir 1 -,d F r I �' ;� mo' '��..--��',j 0 4 u `' 4DEDICATED DUPLEX OUTLET I T � r r r J r r.__._�— ._ t -a O r �I II II , f� I - isp,". III 1 I �� 1-, 1-, 1 Oa _ �(I� .10;z41. � OF 0 J A A 22ov '—�1 1 �� L J I �T._ II I.. i I .._..;I: y-I LA `,J L-• `J t-_,--H 14` L,� L t..._ I +4q• A\ J FLOOR OUTLET 1 I >� ._..__ _ _i_ T ._ v COPY O I ` —i i /I Q R h I! L © ..TI " FE AR A A I JO JUNCTION BOX 40 1 1 1 II _r I .l ( I J I a L�`\ ,i I 0-�� .� gr - — A a 2O THERMOSTAT n ,— I \� �1 I �� i LL==- J L-- I _ 1 e � i -- - C 301 +� E401 & I -� [ . 1' CONSULTANT: I O ALIGN ESUITE NTRY ® BLANK OUTLET 1` l i 1 �`� - ALIGNlimm." o \ 401 N NEW o a 9 -- - O IU O 22ovt7 A+�Dc. R RELOCATED 108 • I O '�77) O V i LLNES 0 FE FIRE EXTINGUISHER - ,� 111 )oQ STAFF +N NN „,,.,1___::) w Nt ROOM ROOM 1 404N 403 A301 N l O!� >' OFFICE OFFICE TELE/DATA N __'i V2'11 N 1 J I I 408 O, 407 O O 406 N. p N 210'O N 444 0 0 I tI 0 j N. HALL (h"1..........._.._... 0 0 I , N N- N NP ' 405 N•• O Ti 1 ©© ov v o v o =2.} - 4a W N N 1. DEMOLITION PLAN0...) 2. FLOOR PLAN ElD SCALE: 1/8”= 1'-0" SCALE: 1/8"= 1'-0" DEMO PLAN GENERAL NOTES FLOOR PLAN GENERAL NOTES FINISH LEGEND A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. FINISH MATRIX LU w B. CONTRACTOR TO ALSO REFER TO LANDLORD APPROVED DRAWING SET PREPARED BY ARRIS B. CONTRACTOR TO ALSO REFER TO LANDLORD APPROVED DRAWING SET PREPARED BY ARRIS z ' DESIGN STUDIO, DATED 08/24/16, FOR ADDITIONAL NOTES AND CLARIFICATION FOR GENERAL DESIGN STUDIO,DATED 08/24/16, FOR ADDITIONAL NOTES AND CLARIFICATION FOR GENERAL w 2 u 6 CONDITIONS AND ROOM SPECIFIC CONDITIONS. CONDITIONS AND ROOM SPECIFIC CONDITIONS. z Z N I PROJECT NUMBER: 216325 0 LU C. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. C. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISE ARCHITECT OF TAG oesc. MANE,. STYLE, � �� cP T 1 24 x 24"CARPET SHAW CONTRACT THE ZONE 71023,TRU BLUE ANY DISCREPANCIES PRIOR TO CONSTRUCTION. TILL-1YP. LAURA KERRIS WITH LCD WORX BACKING, * • 0 • 0 D. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH INTRUSION. 1HROUGHOU3 (301)529-6346 QUARTER-TURN INSTALL A ero tek Expansion D. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS, DATA&SWITCHES P-1 PAINT-TYP. SHERWIN WILLIAMS LOW VOC E. REMOVE&SALVAGE DOORS, FRAMES,&RECITES FOR REUSE. SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL PLANS THRouGHOIT 1(800)321-8194 ARCADE WHITESW7100 0 0 •, 0 • • 0' TI TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. EGGSHELL FINISH F. REMOVE BLINDS&WINDOW COVERINGS FOR REUSE. CLEAN AND REINSTALL PRIOR TO JOB P-2 PAINT-ACCENT SHERWIN WILLIAMS LOW VOC COMPLETION.REPAIR AND/OR REPLACE ANY MISSING AND/OR DAMAGED E. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE,REPLACE ALL 1 (800)321-8194 DOVETAIL SW7018 WINDOWCOVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE AREA OF WORK. EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD OCCUPANCY SENSOR SWITCHES. EGGSHELL FINISH One Embassy Centre P-3 PAINT-ACCENT SHERWIN WILLIAMS LOW VOC VARIES SEE PLAN FOR LOCATION G. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. F. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING 1 (800)321-8194 PULSATING BLUE SW6964 9020 SW Washington AND/OR NEW CONSTRUCTION. EGGSHELL FINISH H. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. P a PAINT-ACCENT SHERWIN WILLIAMS ' LOW VOC Square Road, Suite 400 G. SOUND CAULK ALL WALL/GLASS&WALL/MULLION JOINTS. 1(8001321-8 94 CHERRY TOMATO SV 6864Tigard OR 97223 EGGSHELL FINISHHIJILI.H. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. WC-1 WALLCOVERING KOROSEAL SPECIALTY WALLCOVERING -ACCENT CHRISTINE MATHIES COLOR:WHITE • I. REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. 1 (215)582-5282 NUMBER: NA248AG PL-1 PLASTIC PIONITE STANDARD LAMINATE J. WHERE NEW DOORS, FRAMES&HARDWARE ARE PROVIDED, MATCH EXISTING BUILDING LAMINAL L 1(800)746-6483 ICE WHITE SW813 * • STANDARD TYPE,SIZE,FINISH&COLOR. TOUCH UP EXISTING FRAMES&DOORS WHERE SUEDE FINISH NEEDED TO APPEAR AS NEW. _— PL-2 PLASTIC PIONITE STANDARD LAMINATE K. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. LAMINATE 1 (8001 746-6483 BRIDE FI ISH AB29E SUEDE FINISH PL-3 PLASTIC PIONITE STANDARD LAMINATE LAMINATE 1 (800)746-6483 SLATE SG228 • 0 SUEDE FINISH CF-1 24 x 24% TEXTILE J&J FLOORING GROUP SPECIALTY FLOORING DEMO PLAN KEYNOTES FLOOR PLAN KEYNOTES COMPOSITE OTE CHRIS MASON4 17(OR) PAG18 FLOORING 1 (4 M -1064 • Chris.Mmsondystoennggaeup,eQm n REMOVE EXISTING CASEWORK,TYP. PATCH AND PAINT AS REQUIRED. I PROVIDE BLOCKING IN WALL&POWER/DATA AS NEEDED FOR OFCI WALL MOUNTED TV. VCT-1 12'x 1 VINYL ARMSTRONG STANDARD FXCELON COMPOSITION JAMIE'PIKOLAS IMPERIAL TEXTURE • TILE (443)750-1862 CHARCOAL 51915 O CORE DRILL FOR NEW FLOOR MONUMENT. COORDINATE FINAL LOCATION WITH TENANT OR O PROVIDE BLOCKING IN WALL AS REQUIRED FOR OFCI WHITEBOARD. B-1 a°RUBBER JOHNSpNITE TRADITIONAL WALL BASE FURNITURE VENDOR. WALL BASE 1 (800)899.8916 63 BURNT UMBER(STRAIGHT AT • ® • ® • • • 33 NEW FLOOR MONUMENT.COORDINATE FINAL LOCATION WITH TENANT AND TENANT'S CARPET,COVE AT VCT) SHEET TITLE: FURNITURE VENDOR. N FOR REFERENCE ONLY. REFER TO ARRIS DESIGN STUDIO DRAWING SET FOR ADDITIONAL INFORMATION. O PROVIDE CEILING MOUNTED JUNCTION BOX PER 8 CONJOINED WORKSTATIONS. REFER TO Demo & Proposed SPECIFICATION ON ARRIS PACKAGE SHEET DI-2 FOR ADDITIONAL INFORMATION. O5 ALIGN NEW WALL ON CENTER OF EXISTING WINDOW MULLION.SEE DETAIL 10/.301 FOR Floor Plans and o a ADDITIONAL INFORMATION. Notes E 5 U O O O (h DRAWN BY: PMK as DATE ISSUED: 12.21.16 0 0 co U W O N M 5 O C Q C a Iv a E U SHEET: A201N o LRS Architects,Inc.©2016 N E a rn v Lel E Y d LEGEND EXISTING PARTITION Lr'S p ji . R ARCHITECTS c EXISTING CEILING ITEMS / TO BE REMOVED 720 NW Davis 503.221.1121 IINNIN NEW BUILDING STANDARD PARTITION Suite 300 503 221.2077 6 (SEE DETAIL 3/A301) Portland OR 97209 www.lrsarchitects.com ._ i T + + + / / BELOW ITEMS SHOWN FOR REFERENCE ONLY S SWITCH Y . ° ,� " Sos SWITCH-OCCUPANCY SENSOR ' 4sSIA___.04, 3645 N NEW L. NIXON© R RELOCATED FAT i � -' q - _ Ms NEW SUSPENDED ACOUSTICAL CEILING • ® GRID SYSTEM , r LAND, OR — i ' 2X4 ACOUSTICAL SUSPENDED CEILING• iy — H + + / HVAC SUPPLY _ 1 L,�,�._ :_i::: X OF 010° „ " Ms + / HVAC RETURN 1.1 , / CONSULTANT: EXISTING BUILDING STANDARD LIGHT FIXTURE 1 00 4. � . PROVIDE NEW OR RELOCATED BUILDING STANDARD 2x4 LIGHT FIXTURE ' I 1 --_._1 EXISTING LIGHT FIXTURE TO BE REMOVED OR " i I it ii © " ® ®+ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) + SPRINKLER 1111111111111111 111111111 O SMOKE DETECTOR Ms MOTION SENSOR N 1. REFLECTED CEILING PLAN CD SCALE: 1/8"= 1'-0" RCP GENERAL NOTES A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. B. CONTRACTOR TO ALSO REFER TO LANDLORD APPROVED DRAWING SET PREPARED BY ARRIS DESIGN STUDIO, DATED 08/24/16,FOR ADDITIONAL NOTES AND CLARIFICATION FOR GENERAL CONDITIONS AND ROOM SPECIFIC CONDITIONS. PROJECT NUMBER: 216325 C. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO A ero tek Expansion CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. TI D. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO One Embassy Centre CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. y E. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION 9020 SW Washington &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. Square Road, Suite 400 F. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. Tigard, OR 97223 G. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE AND FINISH. SHEET TITLE: v Reflected Ceiling Plan and Notes U 0 5 Q 0 0 co C N 0 U O O O co DRAWN BY: PMK Y . DATE ISSUED: 12.21.16 a 0 0 cu co U w O uo N co fD 5 f0 O . f0 0 a a E SHEET: A2O2 o LRS Architects,Inc.©2016 N E 0 rn Tr viY LrimrS ARCHITECTS PROVIDE(2)#8 SHEET METAL " 720 NW Davis 503.221.1121 M SCREWS AT EA.BRACE y 3' 0" t y 3'-0 3-0 ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO 1 Suite 300 503 221.2077 D 1 ' " MEMBER TYP. STRUCTURE @ 8'-0"O.C. \ _ Portland OR 97209 www.lrsarcnitects.com 3'0" f 6' 1" 10'-8" PROVIDE 2"X 1/8"LIGHT&SOUND Fl ALIGN W/LOWER *it / 8 EQ. CABINETS 'r SEALING GASKET CONTINUOUS \ EXISTING COLUMN BETWEEN WALL&CEILING $ 6" 6" A301 i/r %. P-LAM VERTICAL 6 A301 P-LAM VERTICAL • o VERIFY HEIGHT o \ 0D4c., o LL o k. SURFACES, SURFACES, * '- N— c '- , '� = rA - / /-N ___ -----)Z PL 1 / \ / - \ PL-1 /• _ - 364I D P LAM FULL P LAM FULL_ ^ ^ iPROVIDE(2)FASTENERS @ EA. o _.--= flP R' ' IA L. NIXON BACKSPLASH, - \- - -T %- PL-2 BACKSPLASH, BRACE STUD CONNECTION TO TOPIlk PL 2 S PL-2 OF WALL STUD : , C° f I�el P-LAM `° P-LAM I / F FL L RFF I (NIC) I e p COUNTERTOP, -` COUNTERTOP, �� • • FLUSH PANEL FULL LITE FLUSH w/LOUVER '-'0i 'LAND, OR (NIC) 1� e PL-1 PL-1 \ / / \ / \ / N 3 5/8"25 GA.(362S125-18)MTL •• L __ DW "�� - — u - \ — — — = 7 STUDS @ 24"O.C.WITH 5/8"GYP. 1 �' P-LAM VERTICALP-LAM VERTICAL N \ N / 7 iv N / N / N / N / BD.EACH SIDE. PROVIDE 3"SOUND �� NOTES: r 1 / SURFACE, PL-2 SURFACE, PL-2 1 U ATTENUATION BATT INSULATION "4"OF 0 f FRICTION FIT IN STUD SPACE AND 1. CONTRACTOR TO ALSO REFER TO LANDLORD APPROVED DRAWING SET PREPARED 8 9 P-LAM TOE P-LAM TOE 7 ACOUSTIC SEALANT @ CEILING Ilk BY ARRIS DESIGN STUDIO, DATED 08/24/16,FOR ADDITIONAL NOTES AND A30' A301 KICK,PL-3 A301 KICK, PL-3 A301 GRID. ��� CLARIFICATION FOR DOOR AND HARDWARE SPECIFICATION. POWDER DRIVEN ANCHOR / 3'-1" 1-0'> 2'-0" / 3'-0" '-0" 8'-6" 2'-8" i� AT 2'-0"O.C.THRU MTL. CONSULTANT: • 6 EQ. CABINETS ��� 2. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD A BASE ON BOTH SIDES AS " STUD TRACK,UON DOOR TYPE AND FINISH. SPECIFIED ISI 661 _ EXISTINGSLAB* 3. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. 1. STANDARD BREAK ROOM 2. STANDARD COPY ROOM 3. BUILDING STANDARD PARTITION 4. DOOR TYPES SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/4"= 1'-0" 2'-1"UNO / / 2'-1"UNO 1 y 30 f CONTINUOUS PLASTIC LAMINATE COUNTERTOP&SPLASH PLASTIC LAMINATE COUNTERTOP&SPLASH FRENCH CLEAT AT ALL EXPOSED SURFACES&EDGES(SEE AT ALL EXPOSED SURFACES&EDGES(SEE 1'-0"UNO ELEVATION)OVER 3/4"SUBSTRATE ELEVATION)OVER 3/4"SUBSTRATE 9 { • • r �, ,�-A 4"WIRE PULLS, BRUSHED - 1 �-,d 6"DRAWER PLASTIC LAMINATE AT ALL EXPOSED& ;\ ALUMINUM(TYP) A SEMI-EXPOSED SURFACES OVER 3/4" ° ° SUBSTRATE;SELF EDGE 5 4"WIRE PULLS, BRUSHED ° ALUMINUM(TYP) E., [- ° ° PLASTIC LAMINATE AT ALL z PLASTIC LAMINATE AT ALL \7 SINGLE OPENING ° SEMI-EXPOSED SURFACES OVER ° ° SEMI-EXPOSED SURFACES OVER ° ° WHITE INTERIOR w/ o ° ° 3/4"SUBSTRATE;SELF EDGE o a ° 3/4"SUBSTRATE;SELF EDGE ° ° ADJUSTABLE SHELVES(TYP) N ' ° WHITE INTERIOR w/ADJUSTABLE �;, WHITE INTERIOR w/ADJUSTABLE PROJECT NUMBER: 216325 NOTES: ° ° 4"WIRE PULLS,BRUSHED °• . SHELVES(TYP) . . SHELVES(TYP) ALUMINUM(TYP) BASE AS SPECIFIED(TYP) BASE AS SPECIFIED; REFER TO Aerotek Expansion 1. CONTRACTOR TO ALSO REFER TO LANDLORD APPROVED DRAWING SET PREPARED �. ELEVATION /`� BY ARRIS DESIGN STUDIO, DATED 08/24/16,FOR ADDITIONAL NOTES AND r TI CLARIFICATION FOR DOOR AND HARDWARE SPECIFICATION. 1 2. ALL NEW FRAMES TO BE KNOCKDOWN(BLACK)UNLESS OTHERWISE NOTED. T.O. RN. FLR N. )' T.O. RN.FLR �' 3. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. One Embassy Centre 9020 SW Washington Square Road, Suite 400 Tigard, OR 97223 5. DOOR FRAMES & RELITE TYPES 6. TYPICAL UPPER CABINET 7. LOWER CABINET W/ DOOR 8. LOWER CABINET W/ DRAWER & DOOR SCALE: 1/4"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 2'-1"UNO CHROME ACCESSIBLE FAUCET BACKER RODS AND CLEAR SEALANT ADA COMPLIANT STAINLESS EXISTING WINDOW MULLION STEEL KITCHEN SINK PROVIDE CORNER BEAD 1" &PAINT ON WINDOW SILL BELOW PLASTIC LAMINATE COUNTERTOP SIDE OF WALL END, &SPLASH AT ALL EXPOSED TYPICAL �� ,-_ ]_� _ SURFACES&EDGES(SEE __.�.. __.._........_....__. ELEVATION)OVER 3/4" J MEDIUM-DENSITY FIBERBOARD SHEET TITLE: MADE W/EXTERIOR GLUE. Interior Elevation & L. 4"WIRE PULLS, BRUSHED ALUMINUM 0 PLASTIC LAMINATE OVER 3/4" ,0 Details a rx SUBSTRATE REMOVABLE BASE GLAZING c.1 0 CABINET DOORS W/ FULLY BLACK HEAT z PARTITION TYPE AS :CI PROOF WRAP CONCEALED EUROPEAN HINGE & SCHEDULED @EXPOSED M QUICK SNAP OFF CAPABILITY o PIPING "' 0 WHITE INTERIOR(TYP) J • CENTER OF MULLIION TO DRAWN BY: PMK a ALIGN WITH CENTER OF DATE ISSUED: 12.21.16 g T.O . FIN. FLR PARTITION .92 w0 CONTINUE FLOOR FINISH o UNDER CABINET AT SINK, SEE FLOOR PLAN 9. TYPICAL LOWER CABINET w/ SINK 10. WALL TO MULLION DETAIL = g SCALE: 1"= 1'-0" SCALE: 3"= 1'-0" A301a a) a E°3 SHEET: • 0 LRS Architects,Inc.©2016 N E a co,r. E Y a