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Plans (161) BUP2019 -00337 r•Yr'---- .. shall be on lob site. L f MILLER CONSULTING ENGINEERS T1 ARCHITECTS 720 NW Davis 503.221.1121 R Suite 300 503 221.2077 D Portland OR 97209 www.Iwmhitects.com 9600 SW OAK STREET , SUITE 400 TIGARD , OR 97223 RECEIVED DEC 11 2019 CITY OFT107ARD op r� CONSTRUCTION SET - 12ml 1 m 2 019 SITE LOCATION3UILDING^ DIVISION 9i - PROJECT DIRECTORY CODE SUMMARY BIDDER DESIGN NOTES (CONT.) ` • OWNER REPRESENTATIVE: I. PROJECT INFORMATION: MECHANICAL- BIDDER DESIGN C ctln7rv. g �}y G3' PROJECT NAME: MILLER CONSULTING ENGINEERS TI ScG Lnta3 llL+ COLLIERS INTERNATIONAL CONTACT PERSON PROJECT ADDRESS: 9600 SW OAK ST, SUITE 400, TIGARD, OR. 97223 4. MECHANICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. SUBMIT PLANS ton p4Et rr yC;E, L/1 851 SW 6th AVENUE, STE 1200 DAVID KOTANSKY MAP/TAX LOT: 1S135BD00100 AND SPECIFICATIONS IN ARCHITECT FOR COORDINATION WITH ARCHITECTS PORTLAND, OR 97204 DAVID.KOTANSKY COLLIERS.COM BUILDING TYPE: II-B DRAWINGS. PLANS TO INCLUDE THERMOSTAT ZONING APPROVED BY OWNER AND s @ ARCHITECT PRIOR TO CONSTRUCTION. f e C1s�l.%v BUILDING OCCUPANCY: B WWW.COLLIERS.COM 5. PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. THIS IS TO INCLUDE NEW 7:503.499.0063 PROJECT DESCRIPTION: REMOVAL OF EXISTING INTERIOR PARTITIONS, CASEWORK, o�� i;;lnr r� AREA WORK: +/_g, R.S. F. EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF CONTROLS AND THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED PRIOR TO CEILING GRID, PLUMBING AND ELECTRICAL. ADDITION OF s 0(30 INTERIOR PARTITIONS, CASEWORK, CEILING GRID, PLUMBING ACCEPTANCE OF BID. Y CONSULTANT: ARCHITECT: LY AND ELECTRICAL. 6. PROVIDE CERTIFICATION THAT AIR QUALITY REQUIREMENTS OF CURRENT CODES r LRS ARCHITECTS CONTACT PERSON WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE TENANT IMPROVEMENT 720 NW DAVIS, STE 300 DARCIE MCCONNAHA II.JURISDICTIONAL CODES: AREA. r PORTLAND, OR 97209 DMCCONNAHA@LRSARCHITECTS.COM 2018 INTERNATIONAL BUILDING CODE (IBC) 7. VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED EQUIPMENT TO BE 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE REPAIRED OR WWW.LRSARCHITECTS.COM 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) T:503.221.1121 2019 OREGON MECHANICAL SPECIALTY CODE (GMSC) REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ CLARIFICATIONS IN BID 2018 INTERNATIONAL FIRE CODE Al Creek 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE (OZERCC) 8. BALANCE HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. TOUR GENERAL CONTRACTOR: 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. COMMERCIAL CONTRACTORS INC. CONTACT PERSON 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) 9. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO 2009 ANSI A117.1 REMAIN. ALL DUCTWORK BEHIND THE GRILLS SHALL BE A UNIFORM DARK COLOR. df� OFFICE COPY 5573 S 1ST CIR JAKE MONEY 10. AT COMPLETION, PREPARE AND SUBMIT AN AIR BALANCING REPORT TO THE RIDGEFIELD,WA. 98642 JAKE@CCIGC.COM III.ADA ACCESSIBILITY UPGRADES OWNER. 1 �Tr CITY OF TIGARD WWW.TEAMCCLNET UPGRADES REQUIRED: 11. PROVIDE 100% FRESH AIR SUPPLIED TO THE ENTIRE TENANT SPACE THREE pau( z . -,°„rp; + z y Ary T:360.931.4361 1. PROVIDE NEW ACCESSIBLE RESTROOM WITH SHOWER STALL. CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. REVIEWED FOR CODE COMPLIANCE PROVIDE 100% FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE. 10 Rose Ctiy Fulsal *1LST Approved] VI. EMERGENCY SYSTEM STANDARDS: OTC. ] ELECTRICAL- BIDDER DESIGN '€=c0ausBody y 1. IF BUILDING IS FULLY SPRINKLERED (NFPA 13). MAKE CODE MINIMUM CORRECTIONS AS '�€prr 1st ;ei,� Pcrmlt¢C. DRAWING INDEX REQUIRED PER NEW PLAN. 12. ELECTRICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. LIGHTS AND Address: q�op C7 2. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: PROVIDE CODE MINIMUM ELECTRICAL INFORMATION ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY N Suite#: SHEET NUMBER SHEET NAME CORRECTIONS AS REQUIRED. SMOKE DETECTORS TO BE TIED TO THE BUILDING ALARM AND IS INTENDED TO SHOW FIXTURE TYPES AND DESIGN INTENT. SYSTEM. 13. SUBMIT ELECTRICAL DESIGN TO ARCHITECT FOR COORDINATION. ELECTRICAL By. Date: CS COVER SHEET 3. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE SYSTEM: PROVIDE CODE PLANS TO INCLUDE LOCATIONS FOR ALL LIGHTING, EMERGENCY LIGHTING, AND VICINITY MAP A100 CODE ANALYSIS MINIMUM CORRECTIONS AS REQUIRED. IF A SYSTEM DOES NOT EXIST, DO NOT ADD ONE. FIRE-LIFE SAFETY FIXTURES. SUBMITTAL TO INCLUDE PROJECTS CUTSHEETS AND A101 MISC. CODE INFORMATION 4. PROVIDE EMERGENCY SYSTEM LIGHTING WITH NO LESS THAN 1FOOT-CANDLE AT THE PHOTOMETRIC CALCULATIONS. ELECTRICAL DESIGN MUST BE APPROVED BY SCALE: NOT TO SCALE OWNER AND ARCHITECT PRIOR TO A180 SUSPENDED CEILING REQUIREMENTS SEISMIC FLOOR LEVEL ALONG ENTIRE EGRESS PATH PER CURRENT NATIONAL ELECTRICAL CODE DESIGN CATEGORIES D, E & F REQUIREMENT. 14. COMPLY WITH ALL JURISDICTIONAL ENERGY CODES AND PROVIDE ENERGY CONSTRUCTION. AD201 DEMOLITION PLAN 5. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED TO BUILDING POWER CALCULATIONS IF REQUIRED. A201 FLOOR PLAN SUPPLY WITH BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. EVERY 100' IN 15. COORDINATE ELECTRICAL REQUIREMENT FOR MECHANICAL SYSTEMS. ATRIUM WEST AD401 DEMO REFLECTED CEILING PLAN CORRIDORS, AND IN SPACES WHERE 2 MORE ARE REQUIRED PER SECTION 1011. SEE 16. IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN ELECTRICAL DRAWINGS. (W/POCHE INDICATING"EXIT"TEXT SIDE OF SIGN) SIGNS SHOWN OVERRIDE SWITCH FOR FULL- SERVICE BUILDINGS. A401 REFLECTED CEILING PLAN N CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. , A700 DOOR AND RECITE SCHEDULES AND TYPES 17. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY W. OAK`STR ---- - - A800 INTERIOR SCHEDULES 6. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. AND IS INTENDED TO ONLY SHOW SWITCH LOCATIONS, REQUIREMENTS FOR DUAL A801 INTERIOR FINISH PLAN 7. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR THAT PROJECT OCCURS, AND PROVIDE SWITCHING, AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE ti a N A821 FFE & POWER PLAN NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE BIDDER DESIGN PROJECT NUMBER: 219360 A840 ENLARGED PLANS AND INTERIOR ELEVATIONS 2A 10B/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRACTION THEREOF. TRAVEL CONTRACTOR. PROVIDE A MINIMUM OF ONE SW TCH PER ROOM, UNLESS I A841 INTERIOR ELEVATIONS AND DETAILS DISTANCE TO AN EXTINGUISHER FROM ANY PORTION OF THE BUILDING SHALL NOT OTHERWISE INDICATED. A 42 E IL EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES. 18. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE,ALLREPLACEREPLACE ALL EXISTING LIGHT SWITCHES WITH NEW OCCUPANCY SENSOR Lor a xT- '"- E: ' I PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING CABINETS WHERE MISSING. MILLER 1 A84 TERIO ELEV TIONS ND DE AILS " REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED AND/OR RECHARGED, AS SWITCHES. NECESSARY, JUST PRIOR TO SUBSTANTIAL COMPLETION. 19. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE CONSULTING 8. CONTACT OWNERS REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON NECESSARY TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN FIRE SPRINKLER &ALARM SYSTEMS OCCUPANCY LOAD OF FIFTY OR MORE. Irl a ENGINEERS TI 20. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE ; l� aa..��wo.�y M1��a �+" �� � �s t BUILDING ALARM SYSTEM AS REQUIRED BY CURRENT JURISDICTION CODES AND REQUIREMENTS. PROVIDE ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. 'I - QC/SUBMITTAL REQUIREMENTS COORDINATE REQUIREMENTS WITH BUILDING OWNER. ALARM LOCATIONS AK STREET /_-__m _� { � = ' g , a% INDICATED ON PLANS ARE ONLY FOR REFERENCE. SUITE 00 UNDER SEPARATE PERMIT 1. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 21. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. ARCHITECTS DECISION IS FINAL WHETHER OR NOT A PROPOSED PRODUCT IS 22. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT, ACCEPTABLE FOR SUBSTITUTION. AND REPAIR OR REPLACE AS NECESSARY. - . -- TIGARD, OREGON 97223 MECHANICAL SYSTEMS z s�, ELECTRICAL SYSTEMS, INCLUDING EGRESS LIGHTING 2. SUBMIT COLOR DRAW- DOWNS OF PAINTS TO ARCHITECT AND OWNER FOR APPROVAL 23. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO PLUMBING SYSTEMS PRIOR TO APPLICATION. MEET PROJECT REQUIREMENTS. - f SPRINKLER SYSTEMS 3. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS 24. KNOWN EXISTING ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED FIRE ALARM/DETECTION SYSTEMS CONTRACT IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. ON THE DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE 4. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLY VERIFIED BY CONTRACTOR. \ n VALIDITY OF PERMIT SAFE", LOW ODOR, AND NON FLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH 25. SMOKE DETECTION DEVICES INDICATED ON THE DRAWING ARE FOR REFERENCE - ° ` ' THIS CRITERIA MUST BE APPROVED BY THE BUILDING OWNER AND/OR ARCHITECT. ONLY. CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. THE ISSUANCE OF A PERMIT 5. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING 26. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD N BASED ON CONSTRUCTION THROUGHOUT STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY WORKING CONDITION. DOCUMENTS AND OTHER CLEAN PREMISES UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO 27. CLEAN NEW, EXISTING, AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN DATA SHALL NOT PREVENT THAT BUILDING IS READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF AREAS AFFECTED BY WORK OF THIS PROJECT, AT COMPLETION OF JOB. RELAMP SITE PLAN THE CODE OFFICIAL FROM ADJACENT AREAS WITHIN AND AROUND THE BUILDING THAT ARE NOT PART TENANT IMPROVEMENTS, BUT WERE AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION AND REPLACE BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TOTION SCALE:NOT TO SCALE REQUIRING THE CORRECTION GENERAL NOTES OPERATIONS. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES. WORKING ORDER. OF ERRORS. OSSC 105.4 6. PROVIDE PRODUCT INFORMATION AND/OR SAMPLES OF ALL PRODUCTS AND MATERIALS 28. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/ 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT USED IN PROJECT FOR ARCHITECT AND OWNER APPROVAL PRIOR TO INSTALLATION. OR BALLAST IF NOT IN GOOD WORKING CONDITION. NOT OTHERWISE STATED IN THE DRAWINGS. 7. CASEWORK SHOULD ADHERE TO NORTH AMERICAN ARCHITECTURAL WOODWORK 29. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM 2. ALL WORK SHALL CONFORM TO THE CODES REFERENCED IN THE STANDARDS 3.1 2017 "CUSTOM" GRADE UNO. SYSTEM PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS w PROJECT SUMMARY AND TO CONDITIONS AND SPECIFICATIONS OF PRIOR TO INSTALLATION. 8. INTERIOR WALLS TO BE LEVEL 4 SMOOTH FINISH IN ALL AREAS, UNO. 30. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT, AND N ALL GOVERNING AUTHORITIES. 9PHONE AND DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL. ALL 3. THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE . FLOORING DIRECTION AND SEAMING LOCATIONS ARE TO BE APPROVED BY THE > ARCHITECT. WRING AND CABLING TO REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS $ ONLY. SEE ALL OTHER SHEET PLANS FOR CONTRACT DOCUMENT 10.PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, REQUIRED BY CURRENT CODE. AREA OF WORK SHEET TITLE: h INFORMATION. THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC UNLESS OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND REQUIREMENTS. ARCHITECT. SPRINKLER- BIDDER DESIGN r COVERSHEET 11.CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE 4. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED SMOOTH UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. IN s NEW AND IN CONTRACT UNLESS NOTED OTHERWISE. AREA WHERE FLOOR IS TO BE LEFT EXPOSED, FLOOR TO BE MADE SUITABLE FOR 31.AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES INCLUDING THOSE IN < SPECIFIED FINISH LEVEL PITS, SHALL BE MONITORED BY UL LISTED FIRE MARSHALL-APPROVED CENTRAL ®p STATION. WATER FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEM IF USED.) ® _ SHALL BE SUPERVISED AS WELL AS OTHER FEATURES DEEMED NECESSARY BY LANDLORD / TENANT NOTES CURRENT NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. 0 32. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH 1. PROVIDE A FULL GALLON OF EACH WALL COLOR WITH LABELS IN BIDDER DESIGN NOTES ARCHITECTS DRAWINGS BY ARCHITECT. TENANT STORAGE CLOSET, LABEL ALL LEFTOVER PAINT, AND GENERAL 33. SUBMIT PROPOSED LOCATION FOR EMERGENCY LIGHTING, STROBES, SMOKE DELIVER TO OWNER WHERE DIRECTED. DETECTION AND SPRINKLERS (IF REQ'D)TO ARCHITECT FOR REVIEW. w 2. SALVAGE DOORS, FRAMES, HARDWARE AND RELITES FOR REUSE. DRAWN BY: KC 3. SALVAGE FIRE EXTINGUISHER AND CABINETS FOR REUSE. 1. WARRANTY ALL PARTS, LABOR, EQUIPMENT,AND MATERIAL PROVIDED UNDER THIS CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. DATE ISSUED: 2. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN E AND PAY FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR REVIEW SET 11.01.19 a PERMITS. PERMIT SET 11.06.19 3. GC TO COORDINATE WITH ALL SUBS ON CODE REQUIRED ACCESS PANELS IN CEILINGS AND WALLS. ALL NEW ACCESS PANELS TO HAVE DOOR FACED RECESSED1Q CONSTRUCTION SET 12.11.19 FOR GYPSUM BOARD INFILL WITH CONCEALED FLANGE FOR GYPSUM BOARD INSTALLATION, CONCEALED HINGES AND PUSH TO RELEASE LATCH. 0 s N AREA OF WORK SHEET: CS E LRS Architects,Inc.02019 N SCALE: NOT TO SCALE CITY OF TIGARD s Approved by Planning Date: 11414 14 Initials: S� PLUMBING FIXTURE COUNT REQUIREMENTS CODE SUMMARY (PER TABLE 2902.1) (SEE EGRESS PLAN BELOW) LEVEL OCCUPANCY FIXTURES WATER CLOSETS LAVATORIES DRINKING REQUIRED EXITS PER SECTION 1015 (OCCUPANT LOAD PER SECTION 1004)MALE FEMALE MALE FEMALE OCCUPANCY SPRINKLERED* OCCUPANTLOAD FOUNTAINS REQUIRED PROPOSED REQ 3 3 2 2 LEVEL4 L f 1 B N/A PROP 4 3 2 2 B Y 127 2 3 ARCHITECTS PLUS GENDER NEUTRAL ACCESSIBLE RESTROOM+SHOWER MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 7W NW D" SM221 1121 1R OCCUPANCY SPRINKLERED REQUIRED PROPOSED Sulks 30Q 503221,2077 ❑ LEVEL 4 Pow OR 97= ksW4ftdsA0M B Y 48'-1" 72'-9" EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1016.2 OCCUPANCY SPRINKLERED REQUIRED PROPOSED Ayam, y LEVEL 4 t� L B Y 300' MAX 128'-11" COMMON PATH TRAVEL DISTANCE BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 VOW OCCUPANCY SPRINKLERED REQUIRED PROPOSED tPmmmt. i?k LEVEL 4 B Y 100' MAX 65'-3" AREA OF WORK TO BE SPRINKLERED WITH T.I. Wi \ CONSULTANT: Open To Below Ilk 128'-11" I (J 332 SF/15 I 23 Occ 2 Occ 2 Occ 2 Occ 2 Occ 2 0 2 Occ UP E f;�E I DNDO DO 00 z I II I II I 1 Occ a a �P`�,P II U II II — U II a a ® I I II , �� .na II II I II II L 3' �1= 32 Occ I L= L –1 ==L= L ® (42 Occ) I — — — — — F IE J PROJECT NUMBER: 219360 FEC � — II — MILLER 191 SF 300 143 SF 300 E w I I = 1 1 Occ N _ T CONSULTING (43 Occ) r v ♦ off ; L L 157 SF/300 t 72-9, TOTAL DISTANCE a 2I mo I = T T ENGINEERS Ti 1 Occ E 105 SF/15 J I ®(42 OcCull�0 C I I 7 Occ 1 Occ 2 Occ — — I — _ � I DN U _ _ _ — I — SUITE 00 9600 SW AK STREET TIGARD, OREGON 97223 = T T = = T m0 II ` 404 SF 15 195 SF 15 I 1Occ 1Occ 3Occ J = _ 1 27 Occ 13 Occ — �I 1 Occ o 1 I Ho J 71 = i EGRESS PLAN LEGEND NOT INCLUDED IN SCOPE OF WORK a 0 FEC SEMI-RECESSED FIRE EXTINGUISHER < CABINET(EXACT LOCATION TO BE w N DETERMINED BY FIRE MARSHALL) 0 X OCCUPANCY GROUP 1. EGRESS PLAN SHEET TITLE: g X Occ ROOM OCCUPANT LOAD PER SECTION SCALE: 1116 = 1'-O" 1004 CODE ANALYSIS ti a (X Occ) TOTAL OCCUPANT LOAD PER SECTION s 1004 a 0 0 0 EXIT SIGN W/INTEGRATED E DIRECTIONAL ARROW. PROVIDE AT ALL EXITS, EVERY 100'IN CORRIDORS AND PER SECTION 1011 IN SPACES WHERE 2 OR MORE ARE REQUIRED. SEE START ELECTRICAL DRAWINGS. IL v^�ND EGRESS PATH (44"WIDE, LINO) DRAWNSY: KC DATE ISSUED: E4 REQUIRED EXIT EGRESS REVIEW SET 11.01.19 a PERMIT SET 11.06.19 CONSTRUCTION SET 12.11.19 h s W e 0 a g SHEET: A100 c LRS Architects,Inc 02019 m 0 m 3 8 . "m , s Lf ARCH I T E C T S 720 NW Davis 503.221.1121 IR Suite 300 503 221.2077 D Portland OR 97209 www.irsarchitects.com op VrA INGHIMC.ISM PORILVAs 01? CONSULTANT: TOWEL DISPENSER AND �mI I WASTE RECEPTACLE EXIT SIGN T HAND DRYER COAT&UTILITY SOAP GRAB BAR, 18'MIN TYPICAL DOOR HOOK DISPENSER 39"-41" OPENING TO RAISED 36"MAX GRAB BAR,42"MIN CHARACTERS 12"MAX 4"MIN ACCESSORY ZONE Nz p UP - 0 X p x O CARD ¢-- U aox m elm O U U O READER 0 42"MAX TYPICAL A T DOOR TOILET ROOM MOUNTINGS ACCESSORY TOILET-SURFACE MOUNT ZONE SECTION 604.7) 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. DIMENSIONS TO VISIBLE SYMBOLS,EACH FIRE ALARM SIGNALISTROBE ANNUNCIATOR PANEL TOILET ROOM ACCESSORIES ARE TO THE CENTER LINEAS NOTED OR TO THE HIGHEST PORTION OF THE MIN.21/2"HIGH OPERABLE THERMOSTAT WALL MOUNTED FIRE OPENING OR OPERATING DEVICE. EXISTING ELEVATOR 54"MAX FIRE EXTINGUISHER SIGN EMERGENCY POWER 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND ELEVATIONS CALL BUTTON ELEVATOR TO COMPLY WITH MOUNTED PHONE EXTINGUISHER ri RECESSED FIRE OFF PUSH BUTTON FOR ITEMS THAT OCCUR. 39"-41 GRAB BAR, 18'MIN AHJ.AND ADA STATIONNUAL PULL EXTINGUISHER CABINET PROJECT NUMBER: 219360 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITYAND/ORADAPTABILITYCONFORMANCE INTHE ELECTRICAL OUTLET TACTILE HORIZONTAL PLAN LAYOUT. 36"MAX GRAB BAR,42"MIN INTERCOM SIGNAGE 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR DWELLING UNIT F.H.A.ADAPTABLE,AND/OR A.N.S.L TYPE ELECTRICAL OUTLET TELEPHONE STATION U' A OR B DWELLING UNIT FIXTURE MOUNTING HEIGHTS, IF THEY OCCUR ON THIS PROJECT. 4"MIN AT CASEWORK OUTLET AND Gj BASE OF MILLER 5. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS AREAPPLICABLE IN ANY PUBLIC AREA OR ACCESSORY ZONE SWITCHES CHARACTER EMPLOYEE WORK AREA MORE THAN 1000 SF,AS THEY OCCUR PER PROJECT. z �' ¢ ¢ vGJ CONSULTING 6. VERIFYACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED MOUNTING r t w > p p z O LL °� LL o '4 z x - 0 z LU ¢ x O w > > O � z z 0 HEIGHTS. o < Of 4 `° W Y ENGINEERS TI 7. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND FUTURE m ? p w w j w w w p w w z v a o "vim r � F p ym Em a n- � m iv 'v vm ACCESSORIES AND GRAB BARS MOUNTING FIXTURES. ' po z j w o ap a a1. p q v o 0 8. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS DESIGNATED ON FLOOR PLANS AS �' a O 0 0 v v OPENING-PROTECTED WALLS. 9600 SW OAK STREET 9. ACCESSIBLE FIXTURES REQUIREA CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THEACCESSIBLE 42"MAX ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. 5'-0" SUITE 400 10. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT EXCEED 1/2" TOILET-RECESSED MOUNT TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS DIA. MAXIMUM;FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION;AND THE ELEVATION CHANGE AT ACCESSORY ZONE(SECTION 604.7) 0 OTHER FIXTURES 12"MIN TIGARD, OREGON 97223 THE DRAIN LIP DOES NOT EXCEED 1/8". 24"MIN ISLE LOWED IN THIS ARE cwi 3'�" LL 3 1/2"MAX 12"MAX 36"GRAB BAR cr FOR PARALLEL REFLECTIVE SHELF AND 18"VERTICAL 17"TO 25" M h APPROACH SURFACE POLE GRAB BAR 12"MIN 4'-0" 15"MIN FOR 5"MAX w FORWARD FOR FORWARD w �� // T:L42"GRAB BAR ��, LAVATORY 8 LAV z APPROACH APPROACH m o URINAL 2 Ll IN COUNTER B"MIN cpi 2 Z - - U w z > Gj SCREEN INSULATE EXPOSED q N m SPOUT OUTLET W ;5 LAV F m a 0 RIM z O S > x a O HOT WATER L8"MIN a w i g g W p 0 SUPPLY AND r0 00 O o - c•1 0 , m o, ¢ w a m z x rn iv 18"VERTICAL DRAIN 0" ¢ m m O URINAL PIPES TYP It- MAXlil GRAB BAR 2'-6" Fig.308.2.1 Fig. 308.3.1 _ p 16-18" 42"GRAB BAR 6"MAX N 6"M 11"MIN � m SIDE APPROACH CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED m FLUSH CONTROLS ON WATER CLOSET-PLAN PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH DRINKING FOUNTAIN(SECTION 602) MIRRORS(SECTION 603.3) SHELVES(SECTION 603.4) WATER CLOSET(SECTION 604) OPEN SIDE OF WATER CLOSET (SECTION 604) URINALS(SECTION 605) LAVATORYAND SINKS(SECTION 606) d i 4"MAX 0 0 U HAND-HELD SPRAY U eo a 3'-0"CLR UNIT W/60"HOSE W/ INSIDE FIXED HEAD SHEETTITLE: a MOUNTING OPT. �+/� 20"MAX >20"-25" g 1 6 36"ADJUSTABLE MISC.C. CODE INFO N o C SHOWER HEAD Fig.308.2.2 3'-0"CLR INSIDE C 4"MAX BAR OBSTRUCTED HIGH FORWARD REACH = VERTICAL GRAB BAR 10"MAX > 10"-24" n z io f 0 LIMITS OF PROTRUDING OBJECTS 8 EXCEPTIONS: SEAT Y 1. HANDRAILS MAY PROTRUDE 41/2"MAX, Q P Z DOOR CLOSERS AND DOOR STOPS v' m y SHALL BE PERMITTED 70 BE 78"MIN 0 c, DRAWN BY: KC Fig.308.3.2 ABOVE FLOOR M DATE ISSUED: 3 OBSTRUCTED HIGH SIDE REACH ICC/ANSI Al 17.1-2009 SECTION 308 REACH BACK WALL CONTROL WALL RANGES(ALL DIMENSIONS ARE NOT TO SCALE) REVIEW SET 11.01.19 a TRANSFER SHOWER(SECTION 608) PERMIT SET 11.06.19 CONSTRUCTION SET 12.11.19 e 0 g 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117. 1-2009) a SHEET: A 101 8 8 SCALE: NOT TO SCALE 0 LRSAmlydeds,Inc.®2019 N N _ N ryT 3 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/A180 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. L f 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 g g Y g ARCHITECTS in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This 12-gage wires connecting them to the ceiling system hangers or the structure above. document is designed to accomplish the intent of the International Building Code IBC with regard to the requirements Spreader bars are not required at perimeters where runners are attached directly to closure angles. 9 P 9 (IBC) 9 Q 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 b engineering, the Spreader bars are not required if a 90° intersecting cross or main is within 8"of the perimeter wall. IT 9 9 P 9 PP y g g' Where substantiating documentation has been provided to the local jurisdiction, perimeter dips may be used approved hangers. 720 NW Davis 3019?21,Ft2T suspension system shall be installed per these requirements and those of the referenced documents. Manufacturer's ' recommendations should be followed where applicable. to satisfy the requirements for spreader bars. SUI* 300 =ZM X71 p Sprinklers General Recommendations Hanger(Suspension)Wires VERTICAL STRUT. SEE PWbWW OR 3 W".k881dIHlclamM References sources per hierarchy: 2012 International Building Code(IBC), American Society of Civil Engineers See Detail 5/A180 For ceilings without rigid bracing, sprinkler head penetrations shall have a 2"oversized ring, sleeve or adapter TABLE 1. ASCE 7-10 , American Society of Testing Materials ASTM C 635,ASTM C 636, ASTM E 580/E 580M and through the ceiling file to allow free movement of at least 1" in all horizontal directions. Flexible head design ( ) Y 9 ( ) 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/A 180) Partitions that are tied to the ceiling and all partitions greater than 6 it 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 N WCB Technical Document#200-501. Powder Actuated Fasteners (PAFs) are an approved method of attachement for hanger wires. 10 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/A 180). The cross member that interlock with the main beams, also known as cross runners or cross T-bars. C? r� r from the seismic design requirements. Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall DIFFUSER MUM C. 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° 0 resistance to the effects of earthquake motions. q load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS 450 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 LESS • (See Detail 1/A 180). Electrical Fixtures center, State Patrol office, sheriffs office, or emergency communication dispatch center. po (p(Ip, Changes in ceiling planes will require positive bracing. See Detail 8/A180 GRID (4) 12 GAGE SPLAYED Lateral Force Bracing The main beams and cross tees of the suspension system. x Light fixtures weighing less than 10 lbs shall have one 12-gage hanger wire connected from the fixture to the Q BRACE WIRES See Detail 1/,4180 HANGER WIRE structure above. This wire may be slack. OF �00 Ceilings constructed of screw-or-nail-attached 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. g 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 its LATERAL FORCE BRACING connected to walls or soffits that are laterally braced to the structure above are exempt from seismic opposing corners of the light fixture to the structure above. These wires may be slack. 45 OR g q g weighing pp y y pp The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral design requirements. Light fixtures wei hin more than 56 lbs shall be supported direct) from the structure above b approved 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. 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/,4180). 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, carrying runner or mains. CONSULTANT:Force Bracing shall be 12 ft on center(maximum)and begin no farther than 6 ft from walls. Tandem fixtures may utilize common wires. MOLDING/CLOSURE ANGLE 3" MAX. TYP. Seismic splay wires are to be(4) 12-gage wires attached to the main beam. Wires are arrayed 90°from 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/A180 of an acoustical ceiling grid. PERIMETER CLIPS support a design load of not less than 200 lbs or the actual design load,with a safety factor of 2, For ceiling areas exceeding 2,500 s ft, a seismic separation joint or full height wall partition that breaks the '- g 9 q p 1 g P Proprietary angle bracket attached directly to the wall molding/closure angle which allows 3/4" movement in whichever is greater(Detail 7B/A180). ceilingshall be provided unless analyses are performed of the ceilings bracing system, closure angles and �f Power Actuated Fasteners PAF's ,when used for seismic application as art of the prescriptive path in p y P g g Y g the event of seismic activity and interlocks properly with ends of grid system. E� ( ) PP P P P P penetrations to provide sufficient clearance. PERIMETER WIRES 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. �EiO N@F brequire"speical inspection" irrespective of the type of occupancy category the structure is in. PAF plans. If a seismic separation joint is required by the designer, the designer may use the generic joint detailed PLENUM anchors for kicker wires(splayed wires installed for purposes other than seismic restraint)are exempt from in this document or a proprietary joint. The amount of free movement(gap design)shall be a minimum of 3/4". The space above a suspended ceiling. NOTES: this requirement. 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 9B 1A 180). SPLAY WIRES I,/ . 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 VERTICAL STRUTS SCALE: NOT TO SCALE See Details 4/,4180 and 2/A 180(or alternate proprietary option-3/A180) 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 T-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 V-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 dips 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 at 6-0" MAX #12 WIRE @ 4'-0" OC #12 WIRE @ 4'-0"OC CONDUITS ETC, SECURE ALL 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. SECURE ALL RECESSED 8 MAX 8" MAX BUILDINGSTRUCTURE SURFACE MOUNTED FIXTURES TO GRID &STRUC AS READ. LAY IN FIXTURE WIRES MAY BE SLACK. 8" MAX WALL 01 ° ` WALL 2^WALL MOLDING CyT� 90.00° OO ° 4 0 3/4" MIN @ pyiOJECTNUMBER 219360 8" MAX ,Oo th� o�^ -UNATTACHED ° ` WALLS ` ° 4 SECURE ALL HANGERS TO LATERAL BRACING @ 12'4"OC EABUILDING STRUCTURE. WAY, MAIN RUNNER TO STRUCTURE. TRAPEZE AROUND DUCTS AND MILLER ° SCREW BEGIN BRACING WITHIN 6'-0"OF OTHER LARGE OBSTRUCTIONS ATTACH ONE SIDE OF GRID ° ° PERIMETER AND 2" FROM CROSS CONSULTING � � ° MEMBER WHERE READ COUNTERSLOPE HANGERS ® 0, , ` ` (SEE UNATTACHED DETAIL) ° ° ® ADDITIONAL HANGERS AT ALL IF MORE THAN 1:6 OUT OF ENGINEERS TI MEMBERS WITHIN 8"OF PERIMETER WITH PLUMB SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE PROPRIETARY CLIP. ° OR OTHER SUITABLE o SPREADER BAR REQD AT UNATTACHED SIDE INSTALL PER MFR (MUST ° � SYSTEM REQUIRED TO 9600 SW OAK STREET BE APPROVED BYAHJ). ° c'=' KEEP PERIMETER Q � ° c0 �� COMPONENTS FROM 2"CLOSURE ANGLE SUITE 400 2 o� ` ° SPREADING APART TIGARD, OREGON 97223 N TES: - RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. a -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. 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 518" MAX HANGER WIRES SEISMIC SEPARATION JOINT PER MFR TYPICAL CONNECTION LAY IN FIXTURE WIRES DEVICE CAPABLE OF MAY BE SLACK lot__ CARRYING 100 LBS OR i MORE o 0 e5 0 0 0 oe v o 0 w 3 � ,4180 0 o BUILDING STRUCTURE FLANGE a ATTACHED POP RIVET 3!4" MIN CEILING CLIP SPIFFY TITLE: < a SUSPENDED A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT a 3 ,4180 3 TURNS CEILING GRID SUSPENDED CEILING o A180 VERTICAL HANGER WIRE REQM'TS - SEISMIC oU A. VERTICAL HANGER WIRE ATTACHMENT DESIGN D. E & F E ¢ F- 5/8" MAX n i o z PROVIDE SUPPORT FROM \� a n STRUCTURE \ �/ SOFFIT LATERALLY BRACE N , TO STRUC ABOVE w 1 BUILDING STRUCTURE v EXTEND SOFFIT TO AT KC ,4180 g Z s` ,4180 I� FIXTURE _ LEAST BOTTOM PLANE OF DATE UEl7 STEEL STRAP 1"WIDE x 2" CEILING GRID REVIEW SET 11.01.19 6" L LONG x 12 GAGE MINIMUM REQUIRED SUPPORT: a <10 LBS, (1) 12GA WIRE :; PERMIT SET 11.06.19 UNATTACHED 5 10-56 LBS, (2) 12GA WIRES o 0 0 0 0 4 ,4180 3 TURNS >56 LBS, SUPPORT DIRECTLY FROM STRUCTURE e e e e e e e e e e e :; e e e e e e e e CONSTRUCTION SET 12.11.19 ° ,4180 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT " ACING 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 A180 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: E LRS Architects,Inc 02019 N N Nq 3 l3 GENERAL NOTES Lf A. THIS DRAWING CONDITIONS PRIORI O START OF WORK AND CTS EXISTING NRE ORT ALL DISCREPANCIES S FOR REFERENCE ONLY. TIO ARCHIITECTFY ALL SIONS AND A R C H I T E C T S B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST AND TRASH INTRUSION. YX NW DMus W&NtAtr 19 D. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE BRACING ON SUI* 3W 5537112077 D EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. E. REMOVE EXISTING FLOORING AND BASE, UNO. Pli OR 9/2De WWW.kSMdllflol F. REMOVE BLINDS AND WINDOW COVERINGS, G. REMOVE AND SALVAGE FIRE EXTINGUISHERS AND CABINETS FOR REUSE. KEYNOTES op REMOVE EXISTING SUITE ENTRY DOORS. r 111/ 111/ wlti` `�" i1 IL/ ii ii iii D5 ?h II Irn DS II D5 ° ITn7' O Ff7 \ ILf 11/ II 11/ JLF:' L/ • =1i REMOVE EXISTING PLUMBING FIXTURES AND RESTROOM ACCESSORIES. CAP OR RELOCATE PLUMBING AS 4Ll F f� i i i i i D2 NECESSARY. SALVAGE FIXTURES AND ACCESSORIES IF IN GOOD REPAIR FOR FUTURE USE. a1r-1 it c. / 11 G' II ao II `'PiFc' so^���\«so° D3 REMOVE EXISTING CASEWORK. D4 +42c�a1 ii p6 iil C Up 1 TYP I��rr� I s9 i sm TYP i i D4 E� D4 REMOVE EXISTING CASEWORK, SINK(S)AND FAUCET(S). CAP AND/OR RELOCATE PLUMBING AS NECESSARY. I uv-1 ' r+n-- 7 r TrnI I so I yV yVn �fy* I I TYP –� D5 REMOVE SOLID SURFACE SILL CAP. L-7 II IT L IL------J '��--�h uI Ir-- it i L– Li D6 REMOVE EXISTING CORE DRILLS AND PATCH FLOOR. CONSULTANT:II Gjyl —VT Nr +47 L L t�ii +4r Eiiu2 D3 ----� D7 REMOVE AND/OR RELOCATE FLOOR DRAIN AS REQUIRED FOR NEW PLAN. DN I L +42- -------tdir- Irc. II In\ _ In\ T II II yV yV I -_JL ___u___J I10 II II 0 l0 - JJ � 0 Ir 10 a D2 ___==;":i°� LEGEND O r ll II �' iYg\«so• D4 — C f �k 7077 i1 I, +4r D TYP EXISTING TO REMAIN O 0 . I1 I s{r_34T_ "L------ 1 . 592 "T------�IL____342"------t47---J4T_ I -60" IT II Ir In\ 1n\ 1n\ 79 41 f In\ ---In\ In\ In\ In\ In\ -----_-� 1011 \ �\v �, v`rt'r \ yv I I ^yv 'V yv �0 _ 1�`` yv�yv av yv av� yv DEMOLISH EXISTING ELEMENT 0 11 LL"�yJ _1 ____–_��__�_____��_`_`__I�__1L____s_ � L`�_'°_"'_l ___ L_ �1L JL JL , _I1 ------------------- – – -- Ir-- II I i II n' II II ---- ---- -- F_ --- F- -- rr--J _ GENERAL NOTES Lf A. THIS DRAWING DEPICTS CONDITIONS DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECTARCHITECTS B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. REPAIR AREAS ADJOINING DEMOLITION WORK TO MATCH EXISTING AND/OR NEW CONSTRUCTION. TM NW DW* SM721•"21 T D. PROVIDE SOUND CAULKING WHERE WALLS MEET GLASS OR MULLIONS. $�b& 300 { /7 D E. ALL DOOR OPENINGS TO BE 5" FROM PERPENDICULAR WALL, UNO. F. REPAIR ALL DAMAGED WINDOW MULLIONS, SILL AND TRIM AT PERIMETER OF BUILDING. P16131811d OR 972DS WWW.4aWC h8dSA8M G. WHERE NEW DOORS, FRAMES, AND RELITES ARE PROVIDED, MATCH NEW BUILDING STANDARD TYPE, SIZE, FINISH AND COLOR. PAINT EXISTING FRAMES AND DOORS TO REMAIN. H. PROVIDE FIRE EXTINGUISHERS AND CABINETS AS REQUIRED BY CODE 11 2 1 J. REFER TO LOW VOLTAGE CONTRACTOR'S PLANS FOR MORE INFORMATION. Open To Below A842 A201 74`71/2" TYP TYP 6 EQ OFFICES KEYNOTES c LOW O 1 O PROVIDE NEW SWF CONTRACT, CROSSHATCH R300 ROLLER SHADES AT ALL EXTERIOR WINDOWS (COLOR: TYP ALIGN SMOKE#C8205)WITH FASCIA TO MATCH EXTERIOR MULLION. s rNiG 1 O GC TO PROVIDE STUDS PER LOW VOLTAGE CONTRACTOR'S RECOMMENDATION TO SUPPORT TV MOUNT. SEE NIc)� I OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE ELEVATIONS AND LOW VOLTAGE CONSTRACTOR'S PLANS FOR MORE INFORMATION. f] { I 7 I 414 415 416 417 418 419 UP REF 2 O Ran PROVIDE (1)4'x8' FIRE TREATED PLYWOOD BACKING ON ONE WALL. (NIC)1O L_� O PROVIDE SUPPLEMENTAL COOLING (PER TENANT: EQUIPMENT GENERATES 24,000 BTU OF HEAT ENERGY. C NEED TO MAINTAIN 70 DEGREES MAX 24/7). LUNCHROOM _ = Z = Z CIONSULTANT; qts T----- O5 EXTEND EXISTING WALL UP TO STRUCTURE. O 6 6 6 6 6 6 OB 7 o O O O O O O O PROVIDE STAINLESS STEEL ADA DISHWASHER. ___t — _ N413 DIS1 M °� n rF==r= PROVIDE WATERLINE FOR TENANT PROVIDED COFFEE MACHINE AND REFRIGERATORS. ---�— II II II II II II i2 II II II II II II w O O PROVIDE STAINLESS STEEL UNDERMOUNT RECTANGULAR SINK(KOHLER UNDERTONE, XL SINGLE BOWL, 31.5" m II ,^I II I�� 11 ,^I II I�� n ,�I II II I�� n ,�I II I/�� n ,�I 8 +_ H J3 II )� o (( )) a II �( �( )) n �( 1 x 17.75"X 8")WITH GOOSE NECK FAUCET(GROHE, CONCETTO, CHROME). Ct J ----�' ii `�- -ri00 --- �' y ( o IIPROVIDE BUILDING STANDARD TOILET, UNDERMOUNT SINK, FAUCET(GROHE, EUROSMART SINGLE HANDLE BATHROOM FAUCET S-SIZE, MODEL#3264200A), ADA GRAB BARS AND STAINLESS STEEL ACCESSORIES. 10 14 II 11 11 II II II II II 11 1 - 9 ° n o 0 0 ___ULA- 0 PROVIDE BLOCKING AS NEEDED. PROVIDE ACCESSIBLE STAINLESS STEEL HOOKS AT WALL (7 TOTAL). ,R ----p --A 11 n i/�`— p ----A 11 A— a LOUNGE2 a �(. ii � u1 C(V iii), u ii ^ 412 II II II I II II II I 1D PROVIDE ACCESSIBLE FIBREGLASS SHOWER STALL WITH HANDHELD SHOWER WAN (AQUATIC, 363 _L_J N FSCGWH)WITH SEAT, GRAB BAR, DELTA VALVE, SLIDE & CURTAIN ROD). i— II I I II I I� I I II I I I r -- _ c� 11 PROVIDE 42"x 20" MARINE GRADE WOOD BENCH SECURELY ATTACHED TO WALL. z z 1 1 1 1 L 1 L F 13 pNR OPEN OFFICE ISBID ALTERNATE: PROVIDE LEVEL 5 WALL FINISH FOR GRAPHIC OR WHITEBOARD APPLICATION. ALIGht - _tf'10" ALIGN' S i' N42fJ1ALIGN 12 411 ALIGN ALIGN 12 O 420 --- - -- --� �__ ---- W - FEC 13 n o o -- -�" 13 BID ALTERNATE: PROVIDE FOR SECURITY CARD ACCESS AT THIS LOCATION (3 TOTAL). --- \' ain 1. ^.i FSERVER U1 a �' Z� 13 1 1 1 N41r7 I 4'-0' 5'�1 3/ "1 2 STORAGE 4'-3" L�)1 401 1 --� PLOTTER/ �iCOPIERS410 rl `1 STORAGES409 u �� 0 (I 11 'K lr-- �' LEGEND O 400 RECEPTION n + 2 L r L v 10-0 DN U i L —__ — ___� EXISTING PARTITION 0 1� �VH 1 12 12 = 0 C( }� o f( )) u �1 NEW FULL HEIGHT PARTITION TO STRUCTURE 11'-7" 2014" 18'-8" 5'-0" `= 24'-21/2" F.V. (SEE DETAIL 3/A841) °9 LIBRARY 4 O O O 406 eF1 n = —I NEW BUILDING STANDARD PARTITION H v u mol o (SEE DETAIL 2/A841) z o z a1 0 I P'R IIECT NUMBER 219360 v CONFERENCEill 1 (( 1 a 403 1 �( o r-- ® NEW BUILDING STANDARD PARTITION -ABOVE GRID r____� rl a (SEE DETAIL 3/A201) 15 2 CONFERENCE e ' _� a __ ____ MILLER 5 e 402 1 O+ OFFICE OFFICE `? � # - --� A843 12 14 I N407 1 -- -____-- RELITE PARTITION 2 A843 2 ' 404 405 12 ' I Iti i ii i �� -�� 1 << 1 CONSULTING 1 T LOUNGE 1 O407 ' i li �---C�� ii ��,---y v! 1 � O DOOR & RELITE TYPE. SEE A700 TYP LJ ENGINEERS TI FEC SEMI-RECESSED FIRE EXTINGUISHER CABINET 9600 SW OAK STREET 1 13'-10" 10'-5" 10'-5" SUITE 400 N TIGARD, OREGON 97223 1. FLOOR PLAN SCALE: 1/8"= 1'-0" PROVIDE(2)#8 SHEET METAL SCREWS AT EA. BRACE ATTACHMENT TO STRUCTURAL 20 GA.3-5/8"STUD BRACING TO w MEMBER TYP. STRUCTURE @ F-0"O.C. w BACKER RODS SILL BELOW PROVIDE(2)FASTENERS @ EA. AND CLEAR SEALANT 3RACE STUD CONNECTION TO TOP o OF WALL STUD a ........................_._._____._..............................................................._._....... ............................................................._.... a m _— VERIFYHEIGH� SHEET TITLE, �o PROVIDE 2"X 1/8"LIGHT& PROVIDE BREAK METAL SOUND SEALING GASKET FLOOR PLAN Q PAINTED TO MATCH EXISTING TYPICAL CONTINUOUS BETWEEN WALL&CEILING a' EXISTING GLAZING 3.5/8"25 GA.(3625125-18)MTL E STUDS @ 24"O.C.WITH 5/8"GYP. o BD.EACH SIDE. PROVIDE 3"SOUND ATTENUATION BATT INSULATION FRICTION FIT IN STUD SPACE AND v ACOUSTIC SEALANT @ CEILING PARTITION TYPE AS GRID. w SCHEDULED POWDER DRIVEN ANCHOR fRAWKEM KC AT 2'-0"O.C.THRU MTL. DATEISSUEfX BASE ON BOTH SIDES AS STUD TRACK,UON E SPECIFIED REVIEW SET 11.01.19 —EXISTING SLAB -- — PERMIT SET 11.06.19 n 1Q CONSTRUCTION SET 12.11.19 a a 2. WALL TO GLASS DETAIL 3. BUILDING STANDARD PARTITION - ABOVE GRID a � SCALE: 3"= I'-O" SCALE: 112"= I'-O" o SHEET: A201 0 E LRS Amhdecls,Im 02019 N m 3 8 GENERAL NOTES A THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY.VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF A R C H I T E C T S WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. B. DIMENSIONS ARE TO FACE OF FINISH, LINO. DIMENSIONS NOTED TAKE 720 NW Davis 50&221.1121 `oR PRECEDENCE OVER SCALE. Saha 300 SW 221.2077 1 C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST AND TRASH INTRUSION. Portland OR 97209 www.lrsam titedswm D. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. �s LEGEND s I I I I I I I I I III I I ,-, I 1 ,-, I 1 I I I I I I I I III I I i� I I /1 IF III IL�iL_ 1__ _ I ____ -y__ _ __+__ _ __}__ryN__ _ __L11 III /STT I7r__1 C- T I ,_____r EXISTING 2x4 ACOUSTICAL SUSPENDED C EILING TO BE REMOVED PQR TI $ V V }---- J-----L ` 1 11-R-1 I 1 I n n' r� \ 111 I I 1 II1 I I ^ J__1__LLL------Jr - i- 1 --T-- -{ EXISTING HVAC SUPPLYTO BE REMOVED ------ �F I I 11 L JL11 I ___i , T I_ EXISTING HVAC RETURN TO BE REMOVED I l l l l l l r-� 111 1 I I I I I I I I I I I IN---/--L- -14 Il -µ-----FJ ----{----1 ----}----{-- I[_J L f r-1--T--r-IL--�-- I 1 III 11 I I 11 I I I J--1--t-- __ I 1 I IL- rT____,C----C___-L__�------{ ____T____,__ \ / \ / nJJ 1 1 - ><� 1 EXISTING LIGHT FIXTURE TO BE REMOVED I I I " 1 I " I III ><� >< - I IL__1____J_____L____l____J_____L____l__ L____ ____J____T_ 1 I I j`\ IF_ _ ---- ____y----- _ ____- 1 1 1 1 1 1 - LTANT: I I I I u 1 I 1 1 I i i i i e EXIT SIGNS (W/INTEGRAL ARROW WHERE OCCURS µ----}-- - -----µ----+----------µ- k I I I I I I I 1 Ir---r----T----�,r----T____,_�1 III I I , I , 1 II __-- I I I I I L __1---- � � 1 i J_J �----- - -7-----r----r----7-----r----r----n-----r- O CEILING MOUNTED SPEAKER TO BE REMOVED I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I S 1 I I V I I I I IVI 111 EXISTING SMOKE DETECTOR TO BE REMOVED I I JAI I I I nI n I 1 11 - I __k__�-�__�__�_J_11JL... _µ�l I ,� I I II ,� I I II I I I I I I I I I I I _-T__r_.,__T__r._,_l II I 1 IL_ L_JL_.Y ___J_____IG-�1__1 ___J_Jr__T____�,r__r.__ T__�_�,_____r____T____,_ _r____T___-,_____r_ 'I I I I I I I III I III I I I I II I I j� I I I I j� I I I I I 1 I I I I I I I I I I - , 11 I I I I I IL__l____�\L__L____l__IG_�I_____L____l____J_____L____l____J_____1 1 1 1 1 1 1 1 II „ „r---f----t----1-----F-----+----y-il I I I I I I I I I I I I I __I _ 1_I I _JJI I I I I ____LJI I I I I I I I I I I I I ., r r 1 TI „I I I I Irr-----IH--+----µ-----µ----+-----I-----µ----+---- --µ----+---- --�- I LJ11 I Ir---r____r----7 __-r----PI II I I 1 I I I .. I I .. , 1 k- \/ III I I III II I I I I " 1 1 ___ I --r- i 111 I III II II II >G I I 1 >< 1 I >< I I ><� 1 I >< 1 -7-- - --t-- - -T1r--r-1�1 ><` ><� II IL__12 ial_____L____L' `�I_____�i� 1 I I - I I I I I I I I I I I I `�l 111 I III I I I , 11 II I I I I, I I I I I I I I I I I I I III I [ it _-_I I _ II _ q lµ--+----1-----F-_---}-4, 1 1 1 1 1 1 1 1 JLL__L_J._IC__J=---- -�--_--C---- L-----JL--1_--_J-----Lr J_____L____1____J_____L____1____J -r--r-7--r--r-7--r--r-7--r--r-7--r 7--r-1--T--r-1--1--r-,--1--r-1--,-->-� IF-T- 17-1--r--r-N--TII �r--t- I 1L--+- I L_�1__LI q I --- J--1--L-J--1--L-J--1--L 1 1 1 -L-1--L--L-1--L`--------------------2 --r'rT--r-1--T--r-1--T-- - - -J- '-�r--Z-----r____T____Z-----r____T----7-J I II G 11 III I I 11 I I . - - __ I I 1 II I i1 Iyl 111 I I 111 I I II I I I I ' � i-�1 --_I I 1 �T--Ir-a--"r--Ir-a--err-Ir-a--T--1r-a--T--Ir-a--i�rMnc--x--r-n--x"fir-r-T--Ir-a--x-�r--1 T-- -a-- E r----r---- �r----rr _��-----r-- -r- h - 1 1 h I V I 1 1 I v l I I v l III I v _ I v l 1 -I V 1 k_J 11 I v l 1 1 I v l 1 1 I v 1 I V I1 I I I V I 1 >�. 1 1 i 11'---L____i---- ''' `_� ----�`�—Via_--�- 4- I II InI I I InI I I /\ 1 III I /\ 1 /\ 1 I I /\ 1 I I II Inl I I 1 ^ 1 I I Int Inl I I I ^ I I I ". , I I I I I I F T 1 -I - �-�r-�-�-�--+--�-�--+--�-�--��-I�- -F-�1 - - - �-IF--�--�--�-�-�--�-�--��-�--+--�F-�--+-- � f� r---I-----+----�-----I-----+---- -----KKK-J--r- 11 I I I 111 I I I 1 I I I I I I I .. I I v I I I I 1 I I I I 1 -r ><' 1 I >G I I >G` 1 JL- __JlL_ __l__ LII 1__ 1I __L_J__ _J__1__ __1__ +J ' < II I I I - III - I P - I I I II ` / I I ` / I ` / 111 \ / I " I I ` / I II `/ I `/ I `/ III " I `/ 11 V _ \' 11 \/ I I " I I `/ I `/ `/ ` 11 /^\ j`� III `\ I j`\ I I ^ ^ 1 ^ I I ^ I I ^ I ^ ^ I I 1 II I III I ' ` r_ - T__ - 1y_T__ - __ }, __r_,__ _,__T__ - __T__ - __T__ (- I I I 1 I II I I I Ic_J 1 1 1 1 III I I I I II I L_J I I II I I I I I I I I I I I I 1 I 1____J_____L____1____J_____L____J_ =Li1=�-- -�-- JL --�-3--f- -3---L-J--�=-f -�_�=-}==r- =-f--t=J I I I I I I I 1 Irl I I I I I I I I 1 ` 1"F I `>I< I I ' >IG' I I ' I;; h / ; 1�/ x 11.. I_� _ I 1 - 1 _7-- --L_J__l-- n n 1 1 - --- -----1 r----T----7----- - -r--r- --r--nrrt--r----rt--rr---7--r--r- r -r---- r--r--nr�--r--r- --nr�--r--r-7--r�1 / \ PROJECT NUM�R: 219360 J__l11_L_ __L_ J-----L----1____J_____L_ _4- , I I III i I III i I I I I III I I i I III I I 111 I I I I I I I I I I I I I I I III - 1 III - I I I I - III - I III I - 111 I I I I I I 1 'I I y----- ----+---- -----F----+-----I-----F----7- I I 111 I III I I I I I I 111 111 I ;; I I I I I I I ;etc_ I I , MILLER I I III I III I I I I III I _ III I I I I I _ I 1 I I I -IC-71--1r-'fir-ZT1-7C'-'7r- nr7C"'T__IC-�__T T_ _ _Rr __R'-�1__T;�'_I-_Y."'f__r_�^,� _r_�II T__r;��__h�~-'11 ;� /f--r----T----1-----r----T--- 1-----r----�'- h 111 I\ /I I I II I\ /I 1\ /I I 1 �>K' I I\ /111 \ / I\ / III \ / I\ /I I I\ /I I\ /1 I I >IG' I I ,� I I 1 IVI I v I III I V I I V I 111 I v 1 \/ 1 k-J_�,1 I \/ 111 n I V 1 111 I 1 I;; 1 IVI I I V I I 1 u1 1 111 I _ __h� ----- ____41 -J _--- -- CONSULTING I /\ I I /\ I III I /\ I InI III I /\ 1 /\ 1 I I I I2nlnlll I /\ 1 III I 1 I I InI I Inl I I I I 1 III 1' `1 I I\� I/ `111 / ` I/ \1 III / ` / \1 111 I I/ `1 I I/ `1 I I I I I i� I I 111 >G` ><` �>< ---- -- -F- µ{1- -µF __ _�_{__ *_ -_ _ µr __ µL._.+ _ JJt_JL_1LL - ___-- ----�___-- _ _ ENGINEERS TI 1 ., I , I I , , I " I I I I __ _ i i / I - Ir---- -1----_r_ ____1----- -J--� 9600 SW OAK STREET SUITE 400 N TIGARD, OREGON 97223 1. DEMO REFLECTED CEILING PLAN SCALE: 1/8"= 1'-0" a ti r w 0 o SHEET TITLE: a 0 DEMO REFLECTED CEILING PLAN E 0 0 g C m m '° DRAWN,BY: KC a, DATE ISSLI E REVIEW SET 11.01.19 a PERMIT SET 11.06.19 a ti CONSTRUCTION SET 12.11.19 ry a `m 2 0 a a o SHEET: AD401 e E LRSAmhkects.Inc 02019 ci m' 3 6 LIGHT FIXTURE SCHEDULE GENERAL NOTES Lf TYPE MARK I LIGHTING TYPE MANUFACTURER DESCRIPTION MOUNTING HEIGHT(AFF)l A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORKAND REPORT ALL A RICH I T ECT S L-1 2x4 LAY-IN LITHONIA 2BLT4 40L ADSM LP835 3500K DISCREPANCIES TO ARCHITECT. L-2 PENDANT @ RECEPTION CERNO CALX 10 3500K BRUSHED ALUMINUM 6'-8" B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE 7M NW Davis 5221.1121 IM L-3 RECESSED LINEAR WALL WASHER MARK SLOT 2 LED, SL2L-LOP-24'-FLP-FL-TBD-35K-TBD-WW-MIN1 OVER SCALE. SUita 300 =221.2077 D L-4 RECESSED CAN LIGHT LITHONIA LDN6 35 L06 WR C. SEE SHEET A180 FOR CODE REQUIREMENTS FOR SUSPENDED CEILINGS L-5 PENDANT @CONFERENCE FLUXWERX SPOKE PS1 F A S3 35 W 7'-6" D. SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE OF CEILING. Pbrband OR 97M WWW.I xvm E. ALL ACCESS PANELS, DIFFUSERS AND NON-NOTED FIXTURES TO BE FINISHED TO L-6 VANITY LIGHT TECH LIGHTING ELLIS 70OBCELI 36 S LED930 MATCH ADJACENT CEILING FINISHES. L-7 WET APPROVED CAN LIGHT WAC R-522-WT 5" 120V F. VERIFY ALL MOUNTING HEIGHTS ONSITE WITH ARCHITECT PRIOR TO INSTALL. L-8 ISUSPENDED @ LIBRARY FLUXWERX 8' FOLD FD1 S A 35 W-45UP/55DN 7'-2" G. LIGHT FIXTURES TO BE CENTERED IN ROOM,AREA,AND/OR ACOUSTIC PANEL UNLESS L-9 IWALL WASHER LITHONIA LDN6 35 LW6 WR NOTED OTHERWISE. H. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING AND NEW LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY �� DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR CONSTRUCTION. CLEAN AND RESTORE ALL LIGHTS TO WORKNG SPAT� T -, ORDER PRIOR TOO JOB COMPLETION. 0 0 0 KEYNOTES A w 0 0 SOF oe R1 INSTALL PENDANT LIGHT FIXTURE IN CENTER OF ROOM. R2 SUSPENDED CEILING GRID TO BE CENTERED ON THESE TWO HALLWAYS. ® R3 PROVIDE FRAMED GYPSUM BOARD CEILING(SEE 2/A401)WITH RECESSED CAN LIGHTS, VANITY LIGHT CENTERED ABOVE SINK AND EXHAUST FAN WITH TIMER ON CONSULTANT: SEPARATE SWITCH. ® ® R4 PROVIDE SUSPENDED GYPSUM BOARD CEILING(SEE A180 AND 3/A401)AROUND O PERIMETER OF ROOM WITH ACPA IN MIDDLE. PROVIDE SEPARATE DIMMABLE SWITCH FOR EACH LIGHT FIXTURE TYPE. RS PROVIDE NEW THROUGHOUT UNTO. ING S E A 80DFORD SUSPENDED CEILING R MORE INFORMATION. GRID SYSTEM WITH ACP-1 PROVIDE SUSPENDED GYPSUM BOARD CEILING (SEE A180 AND 3/A401)AROUND PERIMETER OF ROOM WITH ACPA IN MIDDLE. 1 R7 PROVIDE GYPSUM BOARD SOFFIT AT 7'-0"AFF. p;L 7' LIGHTING LEGEND TYP BUILDING STANDARD 2x4 LIGHT FIXTURE 1 L 3 BUILDING STANDARD 2x2 LIGHT FIXTURE RECESSED CAN LIGHT AMP 0 g 5 � RECESSED WALL WASHER L-2 L-1 .. TY 30A � MINI PENDANT LIGHT FIXTURE O R6 PENDANT LIGHT FIXTURE '. .'Q:• ..O O.` 8,-5 1'-2 8,_5„ R2 ® 4 WALL MOUNTED LIGHT FIXTURE 01 O NEW SUSPENDED LIGHT FIXTURE 0: Q. 8'-5" (� O O EQ Q PRIWECTNUMBEFt 219360 1 NEW RECESSED LINEAR WALL WASHER ri is R4 R, MILLER RCP LEGEND CONSULTING L-8 ° Q O O O O O NEW 2x4 ACOUSTICAL SUSPENDED CEILING ENGINEERS TI SEE A180 NEW GYP. BD. SOFFIT OR GYP. BD. 9600 SW OAK STREET SUSPENDED CEILING SYSTEM. SEE A180 SUITE 400 +s'-s" CEILING ELEVATION TAG TIGARD, OREGON 97223 N ® (9+ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS 1. REFLECTED CEILING PLAN NEW EXHAUST FAN SCALE: 118"= 1'-0" ® NEW 30 AMP STANDARD DUPLEX ® TENANT-PROVIDED WIRELESS ACCESS POINT HANGWRE @ 4'-0"O.C. MAX 1 1/2" 16 GA(150U50-54) ° U-CHANNEL BRIDGING @ MIDSPAN w �,• s DGLW CROSS TEE t 13 1. o SPEC F E D SHEET TITLE: CEILING PER RCP a REFLECTED U t' w 0 ; CEILING PLAN ° c z. n 0 0 0 0 0 0 0 0 0 o CEILING JOISTS AS FOLLOWS: D 000 9 D o o Q D 0 0 [1 t• SPAN JOISTS „ 8 10'-11" 362S162-33 @ 24"O.C. i^ r�^,� �RrI• A!�• • • ii. -f`i(• �ti,i_r1ry:~ F.l t��. •. : ♦N• M g 13'-0" 362S137-33 @ 24"O.C. 24" 24" F 15'-9" 362S137-33 @ 16"O.C. MAX MAX 17'-4" 362S137-33 @ 12"O.C. DRAWN BY: DM E 19'-7" 4005162-33 @ 12"O.C. DATE ISSUED N E 5/8"GYP. BD. SCREWED TO END CONDITION: SOFFIT DIMENSION GREATER THAN 24" REVIEW SET 11.01.19 JOIST BOTTOM FLANGE 1/4" MIN. PENETRATION PERMIT SET 11.06.19 ti m 1 CONSTRUCTION SET 12.11.19 s ti a g 2. FRAMED CEILING DETAIL 3. SUSPENDED GYP CEILING a SCALE: NOT TO SCALE SCALE: 3"= V-0" E o SHEET: A401 E LRS A2hitech.IM.®2019 N Nry 3 Lf T-0" T-0" 6'-0" T-0" 23'-7 3/4" F.V. T-0" 10'-2" F.V. T-0" 3'-0" V I 12'_6^F.V. ARCHITECTS 7 EQ PANELS 3 EQ PANELS 3 EQ PANELS 4 EQ PANELS 1 lEB NW Ostia iQ3,72?.'fi21 IR Sul* 30o so ZM 2077 ❑ PiEarftwil OR 9r" illndw,h 00Rr 0 0 0 0 0 0 0 0 00 m co DOOR I DOOR m DOOR DOOR m DOOR ao DOOR ao �,� 089 L SWT TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP Ai *1­ AIF_ - L 1 2 3 4 5 6 7 SINGLE OPENING DOOR WITH RELITE DOUBLE DOOR DOOR WITH FRAMELESS DOOR WITH FRAMELESS DOOR NTH FRAMELESS FRAMELESS GLASS RELITE GLASS RELITE GLASS RELITE GLASS RELITE �F NOTES: �+ 1. FRAMELESS GLASS OPENINGS: 1.1. PROVIDE FRAMED GYPSUM BOARD WRAPPED OPENINGS PER DIMENSIONS LISTED ON PLANS- FIELD VERIFY PRIOR TO ORDERING GLASS. 1.2. PROVIDE TEMPERED 1/2"THICK CLEAR GLASS AT ALL RELITES. CONSULTANT: 1.3. PROVIDE 1-1/2"SURFACE MOUNTED U-CHANNEL AT TOP OF GLASS, SATIN ANODIZED. 1.4. PROVIDE 1"SURFACE MOUNTED U-CHANNEL AT BOTTOM OF GLASS, SATIN ANODIZED. 1.5. PROVIDE SILICONE CAULKAT ALL SEAMS. 2. FRAMED OPENINGS: 2.1. ALL NEW FRAMES TO BE KNOCKDOWN(BLACK)U.N.O. 2.2. PROVIDE TEMPERED GLASS AT ALL RELITES. 2.3. PAINT ALL EXISTING FRAMES TO REMAIN. 1. DOOR FRAMES & RELITE TYPES SCALE: 114"= 1''-0" OPENING DOOR FRAME No. Size ROOM NAME Thick. Type i Material Finish Type Material Finish NOTES 400 6'-0" x 8'-0" ENTRY 1-3/4" G GL - 3 - - 1,2 401 3'-0" x 8'-0" STORAGE 1-3/4" F SC WD MFR 1 STL-KD MFR 402a 3-0" x 8'-0" CONFERENCE 1-3/4" G GL - 4 - - 1 402b 3-0" x 8'-0" CONFERENCE 1-3/4" G GL - 4 - - 1 403 3'-0" x 8'-0" CONFERENCE 1-3/4" G GL - 5 - MFR 1 404 3-0" x 8'-O" OFFICE 1-3/4" FL SC WD/GL MFR 2 STL-KD MFR 5 405 3'-0" x 8'-0" OFFICE 1-3/4" FL SC WD/GL MFR 2 STL-KD MFR 5 L S L MFR 1 STI__KO MFR 408 3'-0" x 8'-0" SERVER 1-3/4" FSC WD MFR 1 STI_-KD MFR 3142 409 3'-0" x 8'-0" STORAGE 1-3/4" F SC WD MFR 1 STL-KD MFR ° 410 3'-0" x 8'-0" PLOTTER/COPIERS 1-3/4" F SC WD MFR 1 STI_-KD MFR 1 \ \ \ 411 3'-0" x 8'-0" UNISEX RESTROOM 1-3/4" F SC WD MFR 1 STL-KD MFR 1,3 \\ \ 412 T-0" x 8'-0" LOUNGE 1-3/4" FL SC WD/GL MFR 1 STL-KD MFR 5 413 T-0" x 8'-0" LUNCH ROOM 1-3/4" FL SC WD/GL MFR 1 STL-KD MFR 1,5,6 0 0 0 co co \\\ W DOOR 414 3'-0" x 8'-0" OFFICE 1-3/4" G GL - 6 - - P 415 3'-0" x 8'-0" OFFICE 1-3/4" G GL - 6 PROJECT NUMBED 219360 0 0 0 416 S-0" x 8'-0" OFFICE 1-3/4" G GL 6 h MP 417 3'-O" x 8'-0" OFFICE 1-3/4" G GL - 6 - - TEMP 418 3-0" x 8'-0" OFFICE 1-3/4" G GL - 6 - - MILLER F FL G 419 1 3'-0" x 8'-0" OFFICE 1 1-3/4" G GL - 6 CONSULTING FLUSH PANEL FULL LITE FRAMELESS GLASS 420 3'-0" x 8'-0" ENTRY 1-3/4" F SC WD MFR 1 STL-KD MFR 1,2 ENGINEERS TI NOTES: Notes: Material Legend: 1. Provide door with concealed closer. MFR Manufacturer's Standard N/A Not Applicable 1. FRAMELESS GLASS DOORS: 1.1. 1/2"THICK CLEAR TEMPERED GLASS 2. Provide locking hardware. GL Tempered Glass STL-KD Steel Frame- Knock Down 9600 SW OAK STREET 1.2. DOOR STYLE: TYPE"P"CONTINUOUS 4"SQUARE HORIZONTAL TOP AND BOTTOM RAIL, SATIN ANODIZED 3. Provide occupancy indictor lock at door. SC WD Solid Core Wood SUITE 400 1.3. CONCEALED CLOSER: 4"x 1-3/4", SATIN ANODIZED 4. Provide frosted film (F-1)on vision panel. TIGARD OREGON 97223 1.4. HANDLE: CRLAURENCE, CRL 24"EXTRA LENGTH LADDER STYLE BACK-TO-BACK PULL,#24LPBS 5. Provide integrated door sweep and gasketing. 1.5. LOCKSET: PROVIDE BOTTOM-RAIL KEYED FROM THE OUTSIDE WITH THUMB TURN LOCK ON THE INSIDE ON ALL ENTRY DOORS (TO REMAIN UNLOCKED DURING NORMAL BUSINESS HOURS). 6. Provide hold open. 2. SOLID CORE WOOD DOORS: General Notes: 2.1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH BUILDING STANDARD DOOR TYPE AND FINISH. 2.2. PROVIDE NEW ADA LEVER STYLE BUILDING STANDARD DOOR HARDWARE AT ALL NEW AND EXISTING 1.Threshold at all doorways to be level or no greater than 1/2" in height. WOOD DOORS. VERIFY LOCKING WITH TENANT PRIOR TO CONSTRUCTION. 2.3. PAINT ALL EXISTING WOOD DOORS TO REMAIN. 2.4. PROVIDE WALL OR FLOOR DOOR STOPS AT ALL DOORS. 2. DOOR TYPES 3. DOOR SCHEDULE SCALE: 1/4"= 1'-0" SCALE: NTS U r W O Q Q MEET TITLE: a ry DOOR & RELITE 0 0 SCHEDULES & TYPES E 'u 0 0 0 C v v w DRAWN.Iffy. KC a, DATE ISSUEOC E REVIEW SET 11.01.19 a PERMIT SET 11.06.19 1Q CONSTRUCTION SET 12.11.19 m 0 h a 2 0 a E A700 0 SHEET: E LRS AmMecfs,Im ®2019 ti w 3 8 Lf FINISH MATERIAL SCHEDULE GENERAL NOTES ARCHITECTS 720 NW Davis 3=21."" IR FLOOR FINISHES WALL FINISHES CASEWORK A. SEE INTERIOR FINISH PLANS, INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS FOR MORE Sybe 390 =22120/7 D INFORMATION. PAINT SHEENS ARE AS TYPICAL PER INTERIOR FINISH B. SEE INTERIOR DETAILS FOR ALL FINISH TRANSITIONS. Perftid OR $7P�IS www.h St T-1 PORCELAIN TILE SCHEDULE GENERAL NOTES OR AS OTHERWISE SS-t SOLID SURFACE MFR: UNITED TILE SPECIFIED IN THE FINISH SCHEDULE MFR: WILSONART PRODUCT: +ONE BY MILESTONE COLOR: FROSTY WHITE 1573SL COLOR: ASH FINISH: SIZE: x24" 0 THICKNESS: PAINT FINISH NOTES GROUTT JOINT: (MIN MFR RECOMMENDED) P-1 PAINT EDGE: .0 GROUT COLOR: TBD MFR: SHERWIN WILLIAMS LOCATION: RECEPTION DESK `� T +' LOCATION: ENTRY COLOR: SW7005 PURE WHITE CONTACT: NANCY GARMAN - NGARMAN@EBBRADLEY.COM A. PAINT BOTTOM AND SIDES OF SOFFITS TO MATCH ADJACENT CEILING COLOR LINO. CONTACT: CHARLENE KUHN -CHARLENE@UNITEDTILE.COM LOCATION: WALLS, CEILING LINO B. PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ADJACENT FINISH COLOR UNO. I tEC $TIfRtT C. INTERIOR PAINTS ARE TO HAVE THE FOLLOWING SHEENS UNO: ' QZ-1 • WALLS- EGGSHELL OE) SHEET VINYL QUARTZ O • P-2 PAINT MFR: PENTAL QUARTZ • CEILINGS&SOFFITS- FLAT(EPDXY-EGGSHELL) Pam=.MFR: PATCRAFT MFR: MILLER PAINT COLOR: PEARL WHITE BQ1080P • DOORS, DOOR FRAMES, CASINGS AND MILLWORK-SEMI-GLOSS PRODUCT: ENRICH SHEET COLOR: 0532 RAND MOON FINISH: POLISHED COLOR: EXCITE LOCATION: ACCENT WALLS, UNO THICKNESS: 3/4" LEGEND: �+ THICKNESSS:S: EDGE: F FLATi* SEAMS: LOCATION: CONFERENCE, LUNCH ROOM LOCATION: UNISEX SHOWER 411 V VELVET CONTACT: TOMCONWAY-TOM.CONWAY@PATCRAFT.COM P-3 PAINT CONTACT: LIZ TAYLOR- LIZT@PENTALONLINE.COM E EGGSHELL MFR: MILLER PAINT S SATIN VP-1 LUXURY VINYL TILE COLOR: 0648 HAPPY TUNE PL-1 PLASTIC LAMINATE G SEMI-GLOSS H HIGH GLOSS LOCATION: ACCENT WALLS, LINO MFR: WILSONART CONSULTANT: MFR: PATCRAFT Y EPDXY PRODUCT: TIMBER GROVE II COLOR: FAWN CYPRESS 8208K-16 T INTUMESCENT COLOR: 0056 MOORELAND-V4 P-4 PAINT FINISH: CASUAL RUSTIN W/AEON WEAR LAYER: 20 MIL MFR: MILLER PAINT LOCATION: RECEPTION DESK, CASEWORK LOCATION: PLOTTER/COPIERS & LUNCH ROOM COLOR: 0674 SARAH'S GARDEN CONTACT: NANCY GARMAN - NGARMAN@EBBRADLEY.COM CONTACT: TOM CONWAY-TOM.CONWAY@PATCRAFT.COM LOCATION: ACCENT WALLS, UNO PL-2 PLASTIC LAMINATE CASEWORK NOTES MFR: WILSONART CT-1 VINYL COMPOSITION TILE T-2 PORCELAIN TILE COLOR: CHARCOAL VELVET 15504-31 MFR: UNITED TILE FINISH: TRACELESS A. SCRIBE FIT FILLER STRIPS TO FINISH ALL CASEWORK AT WALLS AND CEILINGS. FILLER STRIP TO MATCH MFR:ARMSTRONG CASEWORK. PRODUCT: EQUIPE- HEXATILE SERIES LOCATION: RECEPTION DESK PRODUCT: STANDARD EXCELON COLOR: BLANCO MATTE SIZE: 7"xB" CONTACT: NANCY GARMAN - NGARMAN@EBBRADLEY.COM B. PROVIDE FINISHED PANEL(S)ON ALL EXPOSED SIDES/ BACKS/ENDS/UNDERSIDES. COLOR: TBD INSTALLATION: OPTION 1 THICKNESS: GROUT JOINT: (MIN MFR RECOMMENDED) PL-3 PLASTIC LAMINATE SEAMS: GROUT COLOR: LOCATION: LOCATION: LUNCH ROOM MFR: WILSONART CONTACT: CONTACT: CHARLENE KUHN - CHARLENE@UNITEDTILE.COM COLOR: NORTH SEA D90-60 FINISH: MATTE PT-1 CARPET ( LOCATION: LOCATION: LUNCH ROOM CASEWORK 3 PORCELAIN TILE CONTACT: NANCY GARMAN- NGARMAN@EBBRADLEY.COM MFR MILLIKEN: MFR: UNITED TILE PRODUCT: REMIX REMASTERED- BASS LINE TRIMLINE PRODUCT: EQUIPE-CHEVRON SERIES PL-4 PLASTIC LAMINATE COLOR: BSL107 OVERDUB COLOR: BLANCO MATTE TYPE: 24"x24"TILE SIZE: 3.5" x 8" RIGHT MFR: PIONITE INSTALLATION: MONOLITHIC INSTALLATION: OPTION 1 GROUT COLOR: INDIGO BLUE SBO06-SD CONTACT: ANNE RYAN -ANNE.RYAN@MILLIKEN.COM FINISH: TEXTURED/SUEDE JOINT: (MIN MFR RECOMMENDED) LOCATION: LUNCH ROOM CASEWORK GROUT COLOR: LOCATION: LUNCH ROOM CONTACT: SAM MOON -SAMANTHA_MOON@PANOLAM.COM PT- CARPET CONTACT: CHARLENE KUHN-CHARLENE@UNITEDTILE.COM MFR: MOHAWK GROUP PL-5 PLASTIC LAMINATE PRODUCT: VISUAL EDGE-ANGLED PERCEPTION MFR: LAMINART COLOR: 979 METAL GRAY WT-1 WHITEBOARD VINYL COLOR: PEARL HEX 5331-E TYPE: 12"x36" PLANK MFR: KOROSEAL FINISH: VELLUM INSTALLATION: HALF-LAP TYPE: WALL TALKERS VINYL, WHITE LOCATION: PLOTTER/COPIERS, UNISEX SHOWER CONTACT: BETH GISH - BETH_GISH@MOHAWKIND.COM STYLE: MATTERITE MP60-00(WRITEABLE AND PROJECTION) CONTACT: LOCATION: CONFERENCE 402 NOTE: INSTALL HORIZONTALLY WITH INVISIBLE SEAMS PERDP-1 DOOR/DRAWER PULL MANUFACTURER'S RECOMMENDATIONS. PRIMARY WRITE MOCKETT&COMPANY CEILING FINISHES STRIP TO BE 28-34"AFF. STYLE:MFR: DOUG UG M- ROUND TOP DRAWER PULL PROJECT NUMBER 219360 DP1FINISH: SATIN STAINLESS STEEL CP-1 CEILING SYSTEM PANELS SOFA 6-11/6 " CASEWORK MILLER MFR: ARMSTRONG MISCELLANEOUS PRODUCT: DUNE CONSULTING SIZE: 2'x4' F-1 WINDOW FILM MFR: SOLYX ENGINEERS Ti STYLE: SX-3130 WHITE 70 DIFFUSER ARCHITECTURAL TRIM LOCATION: LOUNGE 407, CONFERENCE 402 AND 403 9600 SW OAK STREET PH- UPHOLSTERY SUITE 400 RB-1 RUBBER BASE MFR: CARNEGIE TIGARD, OREGON 97223 MFR: ROPPE STYLE: TILT 6192 10 COLOR: 123 CHARCOAL LOCATION: CONFERENCE 402 BENCH BACK SIZE: 4"TOE LOCATION: AT CARPET PH- UPHOLSTERY RB-2 RUBBER BASE MFR: DESIGNTEX STYLE: LINNEN 3921-805 MFR: ROPPE COLOR: CHARCOAL COLOR: 193 BLACK BROWN LOCATION: CONFERENCE 402 BENCH SEAT SIZE: 4"TOE LOCATION: AT LVP-1 RB-3 RUBBER BASE MFR: ROPPE COLOR: 178 PEWTER SIZE: 4"TOE b LOCATION: UNISEX SHOWER w WB-1 WOOD BASE PROFILE: EASED EDGE SPECIES: PAINT GRADE o SIZE: 4" SHEET TITLE: a FINISH: PAINTED TO MATCH ADJACENT WALL COLOR LOCATION: AT TILE FLOORING INTERIOR ry ❑ < SCHEDULES 0 E 'u 0 0 m m w OFtlIWN BY; KC d DATE ISSUER E REVIEW SET 11.01.19 a PERMIT SET 11.06.19 0 CONSTRUCTION SET 12.11.19 ti s ti a w 2 0 3 E A800 8 SI-IFFY: u LRS Amhitects,hic.®2019 �i N 8 Lf ARCHITECTS 720 NW Davis 50221.1121 qt Suite 300 SW 221.2077 0 GENERAL NOTES P OR gr" wwva.Itsard,�=m A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY.VERIFY ALL DIMENSIONS AND j� CONDITIONS PRIOR TO START OF WORKAND REPORT ALL DISCREPANCIES TO ARCHITECT. �t�S Open To Below B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. SEE FINISH SCHEDULES FOR MORE INFORMATION. D. PAINT WINDOW TRIM AT ALL EXTERIOR WINDOWS(P-2). v� Li LEGEND PORTUM, ' rREF� ' -1 I I OFF/CE OFFICE OFFICE OFFICE OFFICE OFFICE ., p� > 6 LNIC J �`� 4 j J I I 414 P-3 415 P-3 416 P� 417 P-3 418 P-3 P-3 4f9 P-1 PAINT TAG 6ao 1 rRE0 ;r I�-r .L_1/ U1 J1 J c� INDICATES FINISH DIRECTION /l i� 1 CPT-2 � CPT-2 CPT-2 CPT-2 CPT-2 - CPT-2 1 1 I`L---1 1� CPT-1 FLOOR FINISH 1 T'1 LUNCHROOM PAINTED GRAPHIC WALL CONSULTANT: 413 LVP-1 1 DN _ --+-- - --- 1 --- n =____ _�_ =r= =T= =r=� �_�_ =r= =T= =r= KEYNOTES p , II II II II II II 841 --M--- L---J II II II II II II II I II I I II I I II II I I II I I I 2n ,^I /�♦ n ,^I /�♦ ,^I /�♦ n ,� �♦ n PROVIDE WINDOW FILM (F-1) FROM 2'TO 6'AFF AT ALL GLAZING INTO CONFERENCE 402 AND 403. 00 DODO 00 Dr1l CPT_1 N N II (C yj II u C II �� n II �� n (( I IF 11 IF 11 1 PROVIDE 4'x 12'GLASS BOARD CENTERED ON WALL AT 3'-0"AFF. N I 11 II JI II II II II II II II II II I#I r , It-____ II __ II __ II II _ II II II II II O O 0 O i�li L I ` iii)) off)) C(� ii ii �)� --ui— —r\ o ��� --ui---�f♦ RF-1 O�IN[ 2 II J I II ♦ i n O O ® 1 412 II I II I II I II II I II I II I II II I II II I II I LIN ISEX II I II I I II I I II II I I II I I I A840 SHOWER 4 OPEN OFFICE --- 41L-- G --- 0 420 -- — -- -- - - - - I I IFRfC LVpq 1 r� —�♦\\'' IIS\-- `�♦y LLJ_J_J_J_J_J_Jr, _LJ_STORAGECPT-z vcr-1 SER 408PLOTTER/ TT SF I i{ COPIERS : �I� FI B ++ ii 410 I �1J 1 P-31 —� r. ..... E .-_-1.. . LT1�1rTTTT� L-' TTTI IIr(31$� I J I I I I I DN U 1 l L L_J J 0 III p /�♦,) 1 N -. __ � IL �1 ) ....., , ♦v'I II I�� CPT-2 LIBRARY 406 'es car-1 1 ..... . . . CPT-2 cPT-z , II .. 1 " T=#== , I PRDJECTNUMBER 219360 (ri r`' r r--)l r—1 Vl I 409 r nCONN I �.__r.... _ n C , II . n 11 I MILLER 11 r--4 CONFERENCE r7�(�.�.�_��I 10 Ir '1911 11 �1 `..y----7i I !!li j1 8 i� I ii§ L 4=J P-2 I P- 402 P z OFFICE OFF/CEL_. ♦� __H j 1 —#__ _ A8A �l i P 3 404 405 j � I w ill --- �l_-� I+_� tli_.JJ U LJJ LLJJ l,JJ I I �_I I_J I : I� �I I� I CPT-1 ]U II `(♦�•i I I -�._ .__ �- I �_ J ,_ � CONSULTING f 1 — LOUNGE x .^♦�1, 11 �♦ 1 1 lO -- k4O71 A843 1 ]o n ---\C /] II n 1 1 I I r - ----,! ENGINEERS TI 1 l 4J 9600 SW OAK STREET SUITE 400 TIGARD, OREGON 97223 N 1. INTERIOR FINISH PLAN SCALE. 1/8"= 1'-0" \A w A B C S NLOGO S SHEET TITLE: a INTERIOR 4qq 0 D E F G FINISH PLAN 0 ,2 E gGLASSBOARD �0 DRAWN BY: )00( U H J K L M N DATE ISSUED; REVIEW SET 11.01.19 b PERMIT SET 11.06.19 ti 1Q CONSTRUCTION SET 12.11.19 a 0 2. PAINTED GRAPHIC WALLS a SCALE: 1/8"= 1'-0" SHEET: A801 E LRS A¢hifecfs,Inc.®2019 3 GENERAL NOTES Lf A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. VERIFY ALL DIMENSIONS AND p CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. A R C H I T E C T S B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. ALL NEW AND EXISTING COVER PLATES TO BE WHITE. PROVIDE AS NEEDED. 74Ef NW DOW W&221TT2i `R D. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, REPLACE ALL EXISTING LIGHT SUM& 300 =W M" D SWITCHES WITH NEW BUILDING STANDARD OCCUPANCY SENSOR SWITCHES. PbrbWd OR $/2EIF! WWW, 1 EF R O LOW OLTA E CON RA TO 'S LAS OR MO E I FORM TION. Open To Below 1 P1 PROVIDE FLUSH MOUNTED FLOOR OUTLET(LEGRAND WIREMOLD 8AT EVOLUTION MULTI-SERVICE POKE THRUM Y WITH (2) 110 RECEPTACLES AT CONFERENCE 402 (1 AT ALL OTHER LOCATIONS), (1) USB AND VERIFY DATA DROPS WITH LOW VOLTAGE CONTRACTOR'S PLANS. VERIFY LOCATION AND ELECTRICAL REQUIREMENTS 1 WITH TENANT PRIOR TO CONSTRUCTION. PROVIDE CONDUIT TO WALL MOUNTED TV. r " N N N N N N JN N CN& 1 2 PROVIDE (3) DEDICATED OUTLETS FOR TENANT-PROVIDED COPIERS AND PLOTTERS.vI VIF P3 PROVIDE DEDICATED OUTLETS FOR TENANT-PROVIDED (2) MICROWAVES, (2) REFRIGERATORS AND (1) % m N N fN COFFEEMAKER. PROVIDE GARBAGE DISPOSAL AT SINK. �r � �,�y j-N Fj 7 i OFFICE " N OFFICE " " OFFICE OFF/CE " N OFF/CE �`�] ++ N 416 ry477 N419 by 8 4>a N af5 pq PROVIDE POWER FOR TENANT-PROVIDED WORKSTATIONS (ASSUME(1) CIRCUIT PER (2)WORKSTATIONS) r rREF� I cl I THROUGH COLUMNS OR WALLS (NO POWER POLES). CONFIRM LOCATIONS AND ELECTRICAL REQUIREMENTS " " " WITH ARCHITECT AND FURNITURE VENDOR PRIOR TO CONSTRUCTION. (BID ALTERNATE: ASSUME (1) os os os oD„ CIRCUIT PER (4)WORKSTATIONS). 42LUNCHROOM N " " " " " PS PROVIDE POWER/DATA IN CABINET WITH CONDUIT TO OUTLET BEHIND TV. CONSULTANT: o., 473 OS N P3 N N cFl D GFI 1 N pg PROVIDE THREE-WAY SWITCH AT THIS LOCATION TO CONTROL OPEN OFFICE, HALLWAY AND LIBRARY LIGHTS. 42• _cgl +4z• DN — ID TP7 GC TO PROVIDE AND INSTALL CHIEF XL IN WALL STORAGE BOX WITH FLANGE (RAC527F), (4) RACO 560 PLUS cT=�1 IF= c cT=�F=Tc cT= II II (1) 864. SEE LOW VOLTAGE CONTRACT'S PLANS FOR MORE INFORMATION. 2 + P7 III II II II II II m +VIF II II II II II II N p8 i11 i� ^ ^ n ^ P8 BID ALTERNATE: PROVIDE PRICE TO INSTALL LOW VOLTAGE CONTRACTOR PROVIDED TV MOUNTS PRIOR TO ao�} ('� N C� ° �) C ° o ))) ° C( ° F( II SHEET ROCK INSTALLATION. SEE LOW VOLTAGE CONTRACTOR'S PLANS FOR MORE INFORMATION. 0 (DO 1 r----Y' ii ``�---- "�----Lii----Yv' ii ii ``�---- --ZG' I II II II II II II II II II II N J� IL N #____ N P1II II II II II II II II II II L----�. ° ---1 ---��. °IIIIII --"k--- ii--- A.N N iIIiII iIIniII II./N--- 11 ----A� . iIIIIiIIII .-4k-)�--- 0 0 o II II C II � l \HN VOUNGE2 wI 4FlN Nofj F I1I' J NUNISEXSHOWER OPEN OFFICE ____ N N " 420 r 3 3 477 ^41 --"� I L - LEGEND N rJNJ-+I os o it---1 `(.) ii 2¢AMP " m II WALL FIXTURES SERVER STORAGE N I II os ao6 LL I PHASE OF FIXTURE HEIGHT OF FIXTURE 401 os PLOTTER/ L-` (IF NOT NEW) j (IF NOT STANDARD) N N 1 VIF 1 II 42 COPIERS r.H N N ml II no I I E=EXISTING _ ry ry I N J . 7, 410 I N�"'`I N N STOR 409 N N r__JI II 3 1 I II /^ R=RELOCATED VIF 2 AMP LJI ,^I II I�� p (� FIXTURE OPTIONS P7 N 1 N P2 Q �. (� n )) p ii----v ® BLANK EPTION 4 N r----�G ----71 N N PS 400 N r----2Q­,I_ �-. 1 N 1 II II II OS 59 +42 _j _ D N N +47 J� N - N 42.. f-}- q-- _____ __#- ___ III L L__ --l—�.\y' DUPLEX RECEPTACLE 3 3 Ra"I U �`\' II ((//'� -- a �\��/I I OOVLETOPTIONS: N N P6 N +4 C(v�a II w�� D=DEDICATED II GFI=GROUND FAULT INTERRUPTION LIBRARY ___ _ 406 al 1 © JUNCTION BOX FOR FURNITURE '.I m 0 CONFERENCEI II NZ.'gii '^I LOW VOLTAGE DROP FOR FURNITURE PROIJECTNUMBEFt 219360 �I p (� IDS N 403 os os (�' `)� r____w (ASSUME 2 NETWORK DROPS PER WORKSTATION) N N _ 402 F1 vI QUADRUPLEX MILLER VIF _________ N 1 N O___-N ' N OFFICE " N OFFICE " N L-=== _I=_ ===_� II II I N IF P7 P1 N P7 w I N 404 N N 405 N 1 N.w PB m CONSULTING O DATA/TELEPHONE OUTLET N 1 P8 N N LOUNGE P7 I �y i ili I P5 4 7 " j$ �� /Y N 1 " qp pg ---- N N N" ----71 " N � " " SINGLE POLE SWITCH ENGINEERS TI " -- LJ SWITCH OPTIONS'. -- 2=24VAV POLE 3=3-WAV POLE 1 D=DIMMER F=FAN 7 TIMER 9600 SW OAK STREET w OS=OCCUPANCY SENSOR SUITE 400 FLOOR FIXTURES TIGARD, OREGON 97223 N O FLOOR OUTLET 1. FURNITURE & POWER PLAN SCALE: 1/8"= 1'-O" m ti r w 0 o MEET TITLE: 0 FFE & POWER PLAN m 0 XE 3 r v v F ORAWNIW KC DATE ISSUERS E REVIEW SET 11.01.19 PERMIT SET 11.06.19 9 1Q CONSTRUCTION SET 12.11.19 7 m 0 7 a m 2 0 a _o SHEET: A821 E m LRS A¢hitecfs,Ir¢.®2019 N N 8 Lf ARCHITECTS M NW 0" ast.fitst Sults 300 soz r-2077 ❑ PorftW OR 97M www.lrsw4*@d&=m LI 1 K" i b I I LL I I r I PL-1 �" 1 ° C A640 \ C�PoRnm • RECEPTION PL-2 / LOGO I pL-2 1 pGo 1 PL-1 ° ss-1 'a 6"TYP \ ss-1 PL-2 2 A a Z B ao ....__ 4'_0" ' lJ Mo A640 o A840 O lzs, n PL 1 m r____rNINs \ to a Vim` i i, M M M ----J CONSULTANT ALIGN D q'_0� 3.0 T-0" 6'-4" EQ T-6" EQ 2' 8" 4' 0" 3' 0" A841 A841 (2)EQ CABS q 3 A A841 B C D A840 1. ENLARGED FLOOR PLAN - RECEPTION 400 2. RECEPTION 400 3. RECEPTION 400 SCALE: 1/4"= 1'-0" SCALE: 114"= V-0" SCALE: 114"= 1'-0" GENERAL NOTES A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. B. ALL DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. SEE 800 FOR SPECIFICATION AND FINISHES. _I._. D. PROVIDE SOLID BLOCKING AT ALL WALL MOUNTED ACCESSORIES I � I WHERE NOTED ON ELEVATION. I � I A842 PLOTTER/ 14'-9"F.V. 1'-6" 1'-6" 6'-10" 1'-6" 1'-6" 11'-0"F.M. COPIER0 i i 5 EQ CABS (5) EQ CABS CLR 4 EQ CABS ELEVATION LEGEND ii C L _T T _ - \ / \ / \ \ / / / \ \ L SEE A800 FOR ALL SCHEDULES I / \ / \ / / \ / PL-1 / / \ / \ _ __ _ �.............. o \ / \ P-1 FINISH TAG A840 I / A o o =_� KEYNOTES PROJECT NUMBErt 219360 � i I // \\ \ ill \\ �' \\ / '� \ i E1 PROVIDE METAL U-SHAPE LEGS FOR SUPPORT AS NEEDED -------- (STEELTABLELEGS.COM, SYMMETRY HARDWARE"LITTLE DIPPER" MILLER RB-1 \ STEEL METAL LEGS, 16" H x 16"W @ TOP (TO BE CONFIRMED WITH_ _ L=�1 =- _____k-1_____=-a \ ' / CASEWORK VENDOR) FINISH: CLEAR SEALANT. L_J E2 CONSULTING (3)EQ CABS (4)EQ CABS PROVIDE SST SCHLUTER STROP AT EXPOSED EDGE OF TILE. 4'-0" 3'-0" 3'-0" t5'-4" 3'-0" (2) 5'-0" NEER TI EQ CABS 5 7 A842 A842 9600 SW OAK STREET A B C D SUITE 400 4. ENLARGED FLOOR PLAN - PLOTTER/COPIERS 410 5. PLOTTER/COPIERS 410 TIGARD, OREGON 97223 SCALE: 1/4"= 1'-0" SCALE: 114"= I'-O" 1 w 1 it � II s REF I 1 (NIC) i LUNCHROOM 1 3 *4Z-81/2" *4 (3) 413 ° A8427'-911 I REF 3 EQ CABINETS EQ CABS SHEET TITLE: n I (NIC) PL-0 ENLARGED FLOOR TV PLANS & - _c ICRO� MICR01 ------, (NIC) ELEVATIONS y_pl B�C M \ / Y i I Qz-t V T-2R-3 NIC NIC L JI QZ_l E A840 _ I ___________ E2 �? 1IE2 o QZ-1 8 A N - I _ REF PL-3 ;el E (NIC) DW d 12'-4" 5'_0^ DRAWN BY: KC DATE SSUEDr I I _ _____L____1 ______ 2' 8" 3'-0" 2'-0" 2'-81/2" 1'-11" 3'-0" 1'-5' - - 23'-7"VIF 5'-7" REVIEW SET 11.01.19 �� o `\' t11'-3' j9 (2) -0" 2 EQ CABSED� PERMIT SET 11.06.19 afl ._. .....__.. 9 8 4 2 8 EQ g 101AA841 A841 A842 B A842 A842 A642 A842 1Q CONSTRUCTION SET 12.11.19 a 6. ENLARGED FLOOR PLAN - LUNCH ROOM 413 7. LUNCH ROOM 413 8. CONFERENCE 402 - SOUTH SCALE: 1/4"= V-0" SCALE: 114"= V-0" SCALE: 1/4"= V-0" g SHEET: i Q■ 84 0 E LRSArchitects. w Q2019 m - 8 Lf ARCHITECTS 18 GA.DEFLECTION CHANNEL 7ZQ NWS ?11? PROVIDE(2)#8 SHEET METAL PATCH FIRE SECURE TO METAL DECK W/ IR SCREWS AT EA.BRACE PROOFING 1/4"DIA.X 1-1/2"POWER SuIb& 300 ==I=?7 D ATTACHMENT TO STRUCTURAL — 20 GA.3 5/8"STUD BRACING TO ACTUATED DRIVEPINS INTO _ - - MEMBER TYP. STRUCTURE @ 8'-0"O.C. CONCETE FILLED FLUTES @ 18" Pbrdand OR www.kamo ch mr PROVIDE 2"X 1/8"LIGHT&SOUND O.C. OR#8 S.M.S INTO METAL SEALING GASKET CONTINUOUS DECK 18"O.C. PROVIDE FOR WALL MOUNT LIGHT FIXTURE BETWEEN WALL&CEILING �, GYP.NBDNTO 3/4"DEFLECTION.LECTION. o m FRAMELESS MIRROR 0 CEILING -----VERIFY HEIGHT417 ----------SEE RC P-4117 41y vJ op FD UNISEX �Gj SHOWER CEILING SYSTEM AS SPECIFIED �,� ® 411 i PROVIDE(2)FASTENERS @ EA. WHERE OCCURS(REFER TO �t. GRAB BAR BRACE STUD CONNECTION TO TOP RCP) r OF WALL STUD o N 7 v SHOWER 1 • "' v - B STALL STUD 25 GA"O.C. 25-18)MTL A840 STUDS @ 24'0 C WITH 5/8' GYP -" 'v 3-5/8"25 GA.(362S125.18)MTL SUDS AND GYP.BDHEIGHT b DEND MT FT-6' A \ may, MARINE GRADE STUDS @ O.C.WITH 5/8"GYP. TO UNDERSIDE OF STRUCTUREOF � WOOD BENCH. BD.EACH SIDE.E. PROVIDE 3"SOUND ATTACH TO WALL. ATTENUATION BATT INSULATION ABOVE. PROVIDE 3"SOUND LL N RB-1 FRICTION FIT IN STUD SPACE AND A ATTENUATION BATT INSULATION i\ ACOUSTIC SEALANT @CEILING FRICTION FIT IN STUD(SEE NOTE GRID. BELOW FOR MORE INFORMATION). u' POWDER DRIVEN ANCHOR POWDER DRIVEN SEAT COVER AT 2'-0"O.C.THRU MTL. ANCHOR AT 2'-0"O.C. CONSULTANT: ADA COMPLIANT SINK AND DISPENSER STUD TRACK, RUOIN THRU MTL.STUD BASE ON BOTH SIDES AS FAUCET. PROVIDE HEAT TOILET PAPER BASE ON BOTH SIDES AS TRACK, UON SPECIFIED WRAP AT ALL EXPOSED 12 SPECIFIED PIPES; BRACE AS NEEDED. A842 DISPENSER EXISTING _---- SLAB,�, _——EXISTING SLAB NOTE: FOR WALLS 13'-6"ABOVE FINISHED FLOOR(AFF)BUT LESS THAN 16'-l"AFF, PROVIDE 3-5/81,20 GA A B C (3625200-33)STRUCTURAL MTL STUDS WITH 2"FLANGE AT 24"O.C. FOR WALLS OVER 25'-0"AFF, PROVIDE 6" 18 GA (600S162-43)MTL STUDS AT 16"O.C. FOR OTHER CONDITIONS,VERIFY WITH ARCHITECT PRIOR TO CONSTRUCTION. 1. UNISEX SHOWER 411 2. BUILDING STANDARD PARTITION 3. FULL HEIGHT PARTITION SCALE. 1/4"= 1'-0" SCALE. 112"= I'-O" SCALE: 1/2"= 1'-0" CLEAR SILICONE CAULK AT SEAM(TYP) CLEAR SILICONE CAULK AT SEAM(TYP) SOLID, AT ALL EXPOSED PLASTIC LAMINATE COUNTERTOP&SPLASH PLASTIC LAMINATE COUNTERTOP&SPLASH S&EDGES(SEE ELEVATION) 2'-1"U .O.N. AT ALL EXPOSED SURFACES&EDGES(SEE 2'-1"U .O.N. AT ALL EXPOSED SURFACES& EDGES(SEE SURFACE OVER SUBSTRATE ELEVATION)OVER 3/4" SUBSTRATE ELEVATION)OVER 3/4"SUBSTRATE 2'-6" N PLASTIC LAMINATE AT ALL EXPOSED PLASTIC LAMINATE COUNTERTOP AT ALL EXPOSED PLASTIC LAMINATE AT ALL SURFACES&EDGES(SEE ELEVATION) SURFACES& EDGES(SEE ELEVATION)OVER 3/4" PULLS AS SPECIFIED OVER 3/4"SUBSTRATE SEMI-EXPOSED SURFACES OVER SUBSTRATE N 3/4"SUBSTRATE, SELF EDGE PULLS AS SPECIFIED 3-5/8"20 GA. MTL Nyle STUDS @ 24"O.C. WITH 5/8"GYP. BD. �- PLASTIC LAMINATE AT ALL N PULLS AS SPECIFIED EACH SIDE; PROVIDE PLASTIC LAMINATE AT ALL SEMI-EXPOSED SURFACES OVER PAINT Lu SEMI-EXPOSED SURFACES OVER 3/4" SUBSTRATE; SELF EDGE 2"GROMMET; LOCATIONS 3/4"SUBSTRATE, SELF EDGE F PLASTIC LAMINATE AT ALL TBD IN FIELD SEMI-EXPOSED SURFACES OVER PROJECT NUMBIER 2197 ___ 3/4"SUBSTRATE; SELF EDGE a WHITE INTERIOR STEEL ANGLE SUPPORT AS WHITE INTERIOR w/ADJUSTABLE WHITE INTERIOR w/ADJUSTABLE REQ'D; PAINT ANY EXPOSE N SHELVES(TYP) SHELVES(TYP) MILLER fr o COLOR BASE AS SPECIFIED(TYP) BASE AS SPECIFIED (TYP) BASE AS SPECIFIED(TYP) BRACKET TO MATCH WALL CONSULTING m - BASE AS SPECIFIED, REFER c ---------- TO ELEVATION ENGINEERS TI �T.O, FIN. LR -FLR _ T.O. FIN.. FLR - T.O. FIN. P `T 3„ 9600 SW OAK STREET 3 SUITE 400 4. RECEPTION DESK 5. BOX BOX FILE CABINET 6. 3'-6" HIGH LOWER CABINET W/ DOOR 7. TWO DRAWER W/ CUBBIES TIGARD, OREGON 97223 SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= I'-O" CLEAR SILICONE CAULK AT SEAM 2'-1" U .O.N. 2'-1"U.O.N. (NP) CLEAR SILICONE CAULK AT SEAM(TYP) CONTINUOUS CONTINUOUS CHROME ACCESSIBLE FAUCET QUARTZ COUNTERTOP AT ALL EXPOSED FRENCH CLEAT FRENCH CLEAT SURFACES& EDGES (SEE ELEVATION)OVER 6.5"DEEP ADA COMPLIANT 3/4"SUBSTRATE /V-O. U.O.N. 1'-0"U.O.N. w T. STAINLESS STEEL KITCHEN SINK PLASTIC LAMINATE AT PLASTIC LAMINATE AT ALL EXPOSED & g QUARTZ COUNTERTOP AT ALL N ALL EXPOSED& SEMI-EXPOSED SURFACES OVER 3/4" o SEMI-EXPOSED SUBSTRATE, SELF EDGE a EXPOSED SURFACES& EDGES (SEE ELEVATION)OVER 3/4" PULLS AS SPECIFIED SURFACES OVER 3/4" SUBSTRATE; SELF MEDIUM-DENSITY FIBERBOARD WHITE INTERIOR w/ o MADE W/EXTERIOR GLUE. EDGE ADJUSTABLE SHELVES(TYP) SHEET TITLE: a 0 WHITE INTERIOR(TYP) INTERIOR o PULLS AS SPECIFIED ELEVATIONS �t v PLASTIC LAMINATE AT ALL Q WHITE INTERIOR w/ a PLASTIC LAMINATE OVER 3/4" SEMI-EXPOSED SURFACES OVER o ADJUSTABLE o PULLS AS SPECIFIED S 3/4"SUBSTRATE; SELF EDGE M M SUBSTRATE REMOVABLE BASE SHELVES(TYP) DETAILS E BLACK HEAT CABINET DOORS W/ FULLY N WHITE INTERIOR w/ADJUSTABLE PLASTIC LAMINATE AT ALL EXPOSED& SHELVES TYP 3 Z CONCEALED EUROPEAN HINGE & ( ) i --i SEMI-EXPOSED SURFACES OVER 3/4" cs PROOF WRAP QUICK SNAP OFF CAPABILITY 8 @EXPOSED M SUBSTRATE; SELF EDGE PIPING iv BASE AS SPECIFIED(TYP) PULLS AS i MICROWAVE WHITE INTERIOR (TYP) SPECIFIED (NIC) OPEN TO WALL, NO BACK RUBBER BASE i ORAWALINY: KC 3" VERIFY SIZE OF MICROWAVE VITH TENANT DATE ISSUEEk T.O. FIN._FLR--- T.O. FIN._FLR_ PRIOR TO CONSTRUCTION E UNDERCUT BY 1/4"FOR FLOOR 1_g REVIEW SET 11.01.19 < CLEARANCE o PERMIT SET 11.06.19 CONTINUE FLOOR FINISH UNDER CONSTRUCTION SET 12.11.19 CABINET AT SINK, SEE FLOOR PLAN S ry a g 8. TYPICAL LOWER CABINET W/ SINK 9. LOWER CABINET W/ DOOR 10. TYPICAL X HIGH UPPER CABINET 11. MICROWAVE CABINET SECTION a SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" E is A841SHEET: E LRS Architects,Inc®2019 m 3 8 Lf ARCHITECTS CLEAR SILICONE CAULKAT SEAM(TYP) CLEAR SILICONE CAULK AT SEAM(TYP) CONTINUOUS 720 NW Dovia SM221•ii21 IR QUARTZ COUNTERTOP&SPLASH AT ALL QUARTZ COUNTERTOP AT ALL EXPOSED FRENCH CLEAT SU16s 300 W3 2212077 ❑ EXPOSED SURFACES&EDGES(SEE SURFACES&EDGES(SEE ELEVATION)OVER 3/4" ELEVATION)OVER 3/4"SUBSTRATE SUBSTRATE 1'-D"U.O.N. Portland OR W= w"'kamchftchmm 1pi PLASTIC LAMINATE AT ALL XPOSED& PROVIDE- ENCLOSED DRAWER SEMI- PULLS AS SPECIFIED EXPOSED FIREPROOF — — —— — PULLS AS SPECIFIED SURFACES OVER 3/4" BLOCKING AS + jy SUBSTRATE; SELF REQUIRED PLASTIC LAMINATE AT ALL r — _ EDGE EXPOSED SURFACES&EDGES (SEE ELEVATION)OVER 3/4" SUBSTRATE; SELF EDGE CABINET FINISH AS SCHEDULED PLASTIC LAMINATE AT ALL WHITE INTERIOR w/ � SEMI-EXPOSED SURFACES OVER ; ADJUSTABLE poffnmu • 0 3/4"SUBSTRATE; SELF EDGE SHELVES(TYP) PULLS AS SPECIFIED iv REV-0-SHELF 5349 SERIES N WHITE INTERIOR w/ADJUSTABLE PULLS AS \ BOTTOM MOUNT TRASH SYSTEM ----------------- SHELVES(TYP) • SPECIFIED Ot ` � BASE AS SPECIFIED(TYP) BASE AS SPECIFIED (TYP) WHITE INTERIOR w/ADJUSTABLE PLASTIC LAMINATE AT SHELVES(TYP) ----------------- ALL EXPOSED& SEMI-EXPOSED a SURFACES OVER 3/4" BASE AS SPECIFIED(TYP) 00NSULTANT: SUBSTRATE; SELF 3„ 3 EDGE 2' p„ IL 1. LOWER TRASH CABINET 2. DRAWER BASE 3. UPPER CABINET W/ MUG SHELF 4. TALL CABINET 1 SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE. I"= V_0" SCALE. 112"= 1'-0" 2' p„ T-1"U .O.N. CLEAR SILICONE CAULKAT SEAM(TYP) CLEAR SILICONE CAULKAT SEAM(TYP) CONTINUOUS PLASTIC LAMINATE COUNTERTOP& SPLASH FRENCH CLEAT QUARTZ COUNTERTOP&SPLASH AT ALL EXPOSED AT ALL EXPOSED SURFACES&EDGES(SEE SURFACES&EDGES(SEE ELEVATION)OVER 3/4" ELEVATION)OVER 3/4"SUBSTRATE 1'-6"U.O.N. r SUBSTRATE PLASTIC LAMINATE AT WHITE INTERIOR w/ADJUSTABLE N ALL EXPOSED & PROVIDE SHELVES(TYP) SEMI-EXPOSED FIREPROOF - PULLS AS SPECIFIED SURFACES OVER 3/4" PLASTIC BLOCKING AS EXPOSED INATE TALL &EDGES SUBSTRATE; SELF EDGE REQUIRED (SEE ELEVATION)OVER 3/4" 4SUBSTRATE; SELF EDGE CONCEALED STEEL ANGLE SUPPORT ASREQ'D i FIXED SHELF PLASTIC LAMINA L WHITE INTERIOR w/ • SEMI-EXPOSED SURFACES OVER - i 0 3/4" SUBSTRATE; SELF EDGE ADJUSTABLE h ; ; - 1 ' SHELVES(TYP) i i PULLS AS SPECIFIED z ; WHITE INTERIOR w/ADJUSTABLE ; ; h P411JECf NUMBED 219360 SHELVES(TYP) i BASE AS SPECIFIED (TYP) ; ; ROLLS OF DRAWING(NIC) PULLS AS l STORAGE MILLER SPECIFIED BASE AS SPECIFIED(TYP) CONSULTING T.O. FIN. FLR _ ENGINEERS TI v 1'-0" 9600 SW OAK STREET SUITE 400 5. 3=0" DEEP LOWER CABINET W/ DOOR 6. 18" DEEP UPPER CABINET 7. TALL CABINET 8. COUNTER - CONCEALED SUPPORT TIGARD, OREGON 97223 SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE, 112"= 1'-0" SCALE. 1"= 1'-0" EXISTING GLAZING EXISTING GLAZING EXISTING WINDOWSILL 2,_0„ 2"UPHOLSTERED BACK EXISTING WINDOWSILL I ADA COMPLIANT MIRROR CUSHIONS AFFIXED TO 1.10„ PLASTIC LAMINATE SURFACE WITH VELCRO COUNTERTOP&SPLASH AT ALL CLEAR SILICONE CAULK AT SEAM(TYP) EXISTING WINDOW MULLION EXPOSED SURFACES& EDGES QUARTZ COUNTERTOP AT ALL EXPOSED (SEE ELEVATION)OVER 3/4" w 3" UPHOLSTERED SEAT SURFACES&EDGES(SEE ELEVATION)OVER ET 2"NEOPRENE W/ SILL BELOW OW a MEDIUM-DENSITY FIBERBOARD CUSHIONS AFFIXED TO 3/4"SUBSTRATE METAL CAP, COLOR TO MADE W/EXTERIOR GLUE. SURFACE WITH VELCRO MATCH EXISTING WINDMULLION,TYP _ N BLOCKING AS REQUIRED SHEET TITLE' a PULLS AS SPECIFIED PLASTICLAMINATEATALL INTERIOR DETAILS SEMI-EXPOSED SURFACES OVER PLASTIC LAMINATE OVER 3/4"SUBSTRATE; SELF EDGE CLEAR SEALANT a 3/4"SUBSTRATEO ? 2X4 LEDGER-BACK& COORDINATE ACCESS TO __ O LL ELECTRICAL OUTLETS GLAZING �� SIDES in WHITE INTERIOR w/ADJUSTABLE PARTITION TYPE AS Z z Z Z ADA COMPLIANT SINK TO STEELTABLELEGS.COM, N ; po SHELVES(TYP) SCHEDULED BE INSTALLED w/CLEAR o v SYMMETRY HARDWARE F ^ J "LITTLE DIPPER"STEEL BASE AS SPECIFIED(TYP) o m O N LL CAULK AT ALL SEAMS O METAL LEGS, 14"H X 16"W CONTINUOUS STEEL @ TOP(TO BE CONFIRMED ANGLE SUPPORT WTH CASEWORK VENDOR) CENTER OF MULLIION TO DRAWN MY: KC FINISH: CLEAR SEALANT ALIGN WITH CENTER OF .0. FIN. FL_RPARTITION HEAT PROOF WRAP @ DATE RUED; EXPOSED PIPING BASED A SCHEDULED REVIEW SET 11.01.19 a PERMIT SET 11.06.19 CONSTRUCTION SET 12.11.19 ry m a 9. BENCH SECTION 10. CREDENZA CABINET W/ DOOR 11. WALL TO MULLION DETAIL 12. SECTION THRU VANITY a SCALE. 1-1/2"= 1'-0" SCALE: 1"= I'-O" g SCALE: 3"= 1'-0" SCALE: 1"= 1'-0" o SHEET: A842 E LRS AmMecfs,Im 0 2019 N 8 A Lf ARCHITECTS 15.4"x 23.3 x 3.9"CHIEF XL 7M NW Dols SEM221.1tV IR IN-WALL STORAGE BOX SUIS& 3W =2212077 D WITH FLANGE PAC527F. VERIFY EXACT LOCATION Portland OR $/$t10 wwwharo*wctS.0 WITH LOW VOLTAGE 4 CONTRACTOR'S DRAWINGS A843 15.4"x 23.3 x 3.9"CHIEF XL IN-WALL STORAGE BOX EO 4'-9" EO DRYWALL OPENING V-10" EO 6'-10" WITH FLANGE (BLACK) AT 14"X21" PAC527F.VERIFY EXACT �A LOW VOLTAGE CONTRACTOR LOCATION WITH LOW + "°C VOLTAGE CONTRACTOR'S PROVIDED TV MOUNT. GC TO `y DRAWINGS INSTALL MOUNT PRIOR TO _ _ 82"x 53"x6"TV NICHE FINISHING WALL . r n TENANT PROVIDED m TENANT PROVIDED �f � • �ITELEVISION < ti TELEVISION pmnm, 362S137-27(22 GA) CLUNPUNCHED STUDS TO DOUBLE 3625125-18 STUDS �F SUPPORT TV, FACE WEB III III AT 16 INCHES ON CENTER SIDE OF STUD TOWARD CENTERED ON TV RECESS III III io I I I I MIDDLE OF TV.TV MOUNT TO III I I FASTEN TO WEB OF STUDS I I I I III nl IN (4)LOCATIONS WITH(2) 1/4 SMS AT EACH CORNER FOR A TOTAL OF(8) CONSULTANT: 'NOTE: BOTTOM OF AT LUNCH ROOM 413 TO BE AT 4'-9" AFF. SEE ELEVATION 7C/A840. 1. TYPICAL TV MOUNT 2. CONFERENCE 402 TV MOUNT SCALE: 114"= V-0" SCALE: 1/4"= 1'-0" 4 A842 9 P FKUECT NUMBER: 219360 1= = PL-1 i - RB MILLER EXTG CONSULTING ' OPENING ENGINEERS Ti 9600 SW OAK STREET SUITE 400 3. LOUNGE 1407 TIGARD, OREGON 97223 SCALE: 1/4"= 1'-0" TV SIZE AND MOUNTING SYSTEM TO BE WALL AS SPECIFIED--\ VERIFIED WITH TENANT r� w I I v r w w J W Wo WO A I I I I Z s — MEET TITLE: aSpi LJ INTERIOR o MTL STUDS @ 24"O.C. WITH 5/8"GYP BD ELEVATIONS & a o z DETAILS E Q o WLuJ U)Of 0 v w w W w z DRAWR BY: KC BASE AS SPECIFIED(TYP) DATE DIED: REVIEW SET 11.01.19 <` PERMIT SET 11.06.19 Q CONSTRUCTION SET 12.11.19 0 4. FURRED TV WALL SCALE: 1"= 1'-0" o .SHEET: A843 E LRS A¢hiteccts,Inc.02019 0 m 3 8