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Plans (25) BUP2021 -00176 OFFICE C0 APPROVED ' REVISIONLf NORTHPOINT VVM IMPROVEMENTSARCHITECTS I Q O I -) C 720 NW Davis 503.221.1121 I 1 ! Suite 300 503.221.2077 Q 2, Portland OR 97209 www.Irsarchitects.com I I -7/F,5 �'A�?�3u2 Gt SG Zo c) 7SW SANDBURG STREET 185 C.smff SU ITE 09 OF B ISSUE FOR CONSTRUCTION SET = 08m2011 CODE SUMMARY BIDDER DESIGN NOTES DRAWING INDEX LEGEND o ISSUED / DELETED I. PROJECT INFORMATION: GENERAL • REVISED ® ISSUED FOR REFERENCE ONLY } PROJECT NAME: NORTHPOINT WM IMPROVEMENTS PROJECT ADDRESS: 7185 SW SANDBURG STREET, TIGARD, OR 97223 1. WARRANTY ALL PARTS, LABOR, EQUIPMENT, AND MATERIAL PROVIDED UNDER THIS CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. - -- - 2. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN AND N hN BUILDING MAP/TAX LOT: VB DC03702 PAY FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. o ! BUILDING TYPE: VB ta 3. GENERAL CONTRACTOR(GC)TO COORDINATE WITH ALL SUBS ON CODE REQUIRED N ' BUILDING OCCUPANCY: B N AREA OF WORK: +/-5,036 R.S.F. ACCESS PANELS IN CEILINGS AND WALLS.ALL NEW ACCESS PANELS TO HAVE DOOR N o PROJECT DESCRIPTION: EXISTING BUILDING - MINOR EXTERIOR IMPROVEMENTS, FACE RECESSED FOR GYPSUM BOARD INFILL WITH CONCEALED FLANGE FOR GYPSUM F N ' SECOND FLOOR RENOVATION INCLUDING A NEW INTERIORS BOARD INSTALLATION, CONCEALED HINGES AND PUSH TO RELEASE LATCH. N LOBBY, OFFICE AND RESTROOM UPGRADE. 4. GC TO VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO F a'=•. LAND USE FILE: MMD2021-00014 ARCHITECT. Sheet !Orw U Number - � Sheet Disci line Sheet Name _ __ •�� MECHANICAL-BIDDER DESIGN General P a II.JURISDICTIONAL CODES: - 2018 INTERNATIONAL BUILDING CODE(IBC) 5. MECHANICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. SUBMIT PLANS AND General G000 COVER SHEET _ 0 0 .: t? , - 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS. General IG002 ARCHITECTURAL DRAWING INFORMATION2. tri PLANS TO INCLUDE THERMOSTAT ZONING APPROVED BY OWNER AND ARCHITECT -- H-> 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2019 OREGON MECHANICAL SPECIALTY CODE (GMSC) PRIOR TO CONSTRUCTION. Civil 2019 OREGON FIRE CODE 6. PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. THIS IS TO INCLUDE NEW 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE (OZERCC) EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF CONTROLS AND Civil C0.0 SPECIFICATIONS o 0 2020 OREGON PLUMBING SPECIALTY CODE (OPSC) THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED PRIOR TO -Civil C1.0 CIVIL SITE PLAN o a „I ACCEPTANCE OF BID. -Civil C1.1 SITE DETAILS o a 2020 OREGON ELECTRICAL SPECIALTY CODE(OESC) 7. PROVIDE CERTIFICATION THAT AIR QUALITY REQUIREMENTS OF CURRENT CODES WILL - - - 2009 ANSI A117.1 Civil C2.0 GRADING PLAN o 0 BE MET FOR EACH OCCUPANCY USE WITHIN THE TENANT IMPROVEMENT AREA. - --- 2013 NFPA 13 FOR FIRE SPRINKLERS 8. VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED EQUIPMENT TO BE RE-USED Architectural 2013 NFPA FOR FIRE ALARMS OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE REPAIRED OR REPLACED. Architectural AD001 DEMO SITE PLAN o 0 III.ADA ACCESSIBILITY UPGRADES: --- 1. BUILDING HAS BEEN UPGRADED ACCORDING TO IEBC 301.5, OSSC CHAPTER 11 AND PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/CLARIFICATIONS IN BID. s IA PN _ n n ICC ANSI A117.1-2009 9. BALANCE HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. TOUR Arch ectural A01 DETAIL D SIT PLANo EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. IANCE(ADA) 0 a 10. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN. -- - UPGRADES REQUIRED: Architectural A110 CODE ANALYSIS PLAN o 0 1. VERTICAL GRAB BAR AT ACCESSIBLE WATER CLOSET ALL DUCTWORK BEHIND GRILLS SHALL BE A UNIFORM DARK COLOR. ----- -- 2. ADD (1)ADITIONAL ACCESSIBLE PARKING STALL 11. AT COMPLETION, PREPARE AND SUBMIT AN AIR BALANCING REPORT TO THE OWNER. Architectural A130 WALL&ROOF ASSEMBLY(WOOD) 0 0 3. UPDATED ACCESSIBLE PARKING SIGNS. 12. PROVIDE 100% FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE THREE CALENDAR Architectural A180 SUSPENDED CEILING REQUIREMENTS SEISMIC DESIGN CATEGORIES D, E&F o a .ALL OTHER ELEMENTS IN THE ALTERED AREA HAVE BEEN UPGRADED ACCORDING DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. PROVIDE 100% Architectural A201 LEVEL 1 -DEMO&NEW FLOOR PLAN o a TO IEBC 301.5, OSSC CHAPTER 11 AND ICC ANSI At 17.1-2009 FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE Architectural A202 LEVEL 2- DEMO&NEW FLOOR PLAN o 0 IV. EMERGENCY SYSTEM STANDARDS: Architectural A240 ENLARGED PLANS o 0 PROJECT DIRECTORY 1. IF BUILDING IS FULLY SPRINKLERED(NFPA 13). MAKE CODE MINIMUM CORRECTIONS ELECTRICAL-BIDDER DESIGN Architectural A301 OVERALL DEMO&NEW ROOF PLAN o AS REQUIRED PER NEW PLAN. 13. ELECTRICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. LIGHTING AND Architectural A401 LEVEL 2-EXISTING/DEMO REFLECTED CEILING PLAN o a 2. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: PROVIDE CODE MINIMUM ELECTRICAL INFORMATION ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY AND IS Architectural A501 EXISTING/DEMO EXTERIOR ELEVATIONS o a CORRECTIONS AS REQUIRED. SMOKE DETECTORS TO BE TIED TO THE BUILDING INTENDED TO SHOW FIXTURE TYPES AND DESIGN INTENT, Architectural A510 EXTERIOR ELEVATIONS o a OWNER ALARM SYSTEM. 14. SUBMIT ELECTRICAL DESIGN TO ARCHITECT FOR COORDINATION. ELECTRICAL PLANS Architectural A610 WALL SECTIONS TYP o 0 NORTHPOINT WEALTH 3. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE SYSTEM: PROVIDE CODE TO INCLUDE LOCATIONS FOR ALL LIGHTING, EMERGENCY LIGHTING,AND FIRE-LIFE CONTACT PERSON: MINIMUM CORRECTIONS AS REQUIRED. IF A SYSTEM DOES NOT EXIST, DO NOT ADD SAFETY FIXTURES. SUBMITTAL TO INCLUDE PROJECT CUTSHEETS AND PHOTOMETRIC Architectural A701 DOOR& INDOW TYPES o a MANAGEMENT ONE. Architectural A800 INTERIOR S HEDULES o a 7090 SW BEVELAND STREET CHRISTOPHER RASK CALCULATIONS. ELECTRICAL DESIGN MUST BE APPROVED BY OWNER AND ARCHITECT TIGARD, OREGON 97223 christopher.rask@morthpointpwm.com 4. PROVIDE EMERGENCY SYSTEM LIGHTING WITH NO LESS THAN 1 FOOT-CANDLE AT PRIOR TO CONSTRUCTION. Architectural A810 INTERIOR FI ISH PLANS o a THE FLOOR LEVEL ALONG THE ENTIRE EGRESS PATH PER CURRENT NATIONAL 15. COMPLY WITH ALL JURISDICTIONAL ENERGY CODES AND PROVIDE ENERGY Architectural A820 INTERIOR ELEVATIONS o a northpointpwm.com ELECTRICAL CODE REQUIREMENT. CALCULATIONS IF REQUIRED. T: 971.371.4414 5. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED TO BUILDING POWER 16. COORDINATE ELECTRICAL REQUIREMENT FOR MECHANICAL SYSTEMS AND PROVIDE s EVATIONS o 0 F: 971.371.4413 SUPPLY WITH BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. EVERY 100' IN AS NECCESSARY. Arch tectural A61 L 2 FF POWER PLAN o CORRIDORS,AND IN SPACES WHERE 2 MEANS OF EGRESS ARE REQUIRED PER 17. IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN OVERRIDE Afeffluio 0 SECTION 1013. SEE ELECTRICAL DRAWINGS. (W/POCHE INDICATING"EXIT-TEXT SIDE SWITCH FOR FULL-SERVICE BUILDINGS. Architectural A910 DETAILS o 0 OF SIGN.)SIGNS SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL 18. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY AND Architectural A940 DETAILS o e GENERAL CONTRACTOR STRUCTURAL ARE WALL HUNG. IS INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL Architectural A980 INTERIOR DETAILS o e 6. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. SWITCHING, AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE BREMIK CONSTRUCTION CONTACT PERSON: VLMK CONTACT PERSON: 7. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR WHERE PROJECT OCCURS,AND REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE BIDDER DESIGN PROVIDE NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER WITH RATING OF NOT CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH PER ROOM, UNLESS OTHERWISE Structural 1026 SE STARK STREET DAVID BROOKINGS 3933 S KELLY AVENUE COLBY ANDERSON LESS THAN 2A 10B/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRACTION THEREOF. INDICATED. Structural S0.0 NOTES AND SPECIAL INSPECTIONS o o SHEET TITLE: PORTLAND, OREGON 97214 dbrookings@bremik.com PORTLAND, OR 97239 COLBYA@VLMK.COM TRAVEL DISTANCE TO AN EXTINGUISHER FROM ANY PORTION OF THE BUILDING 19. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, REPLACE Structural S1.0 SITE AND FIRST FLOOR PLAN _ o o COVER SHEET www.bremik.com https://www.vlmk.conV SHALL NOT EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH ALL EXISTING LIGHT SWITCHES WITH NEW OCCUPANCY SENSOR SWITCHES. Structural S1.1 SECOND FLOOR FRAMING PLAN o 0 T: 503.688.1000 T: 503.222.4453 CURRENT CODES. PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING CABINETS 20. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE Structural S2.0 ENLARGED FRAMING PLANS o a F: 000.000.0000 F: 000.000.0000 WHERE MISSING. ALL REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED NECESSARY TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN Structural S3.0 STRUCTURAL ELEVATIONS AND SECTIONS o 0 AND/OR RECHARGED, AS NECESSARY, JUST PRIOR TO SUBSTANTIAL COMPLETION. OCCUPANT LOAD OF FIFTY OR MORE. 8. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK 21. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE Structural S3.1 STRUCTURAL DETAILS o e ON FIRE SPRINKLER&ALARM SYSTEMS. BUILDING ALARM SYSTEM AS REQUIRED BY CURRENT JURISDICTION CODES AND REQUIREMENTS. PROVIDE ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. Site Lighting ARCHITECT SURVEY COORDINATE REQUIREMENTS WITH BUILDING OWNER. ALARM LOCATIONS INDICATED LRS ARCHITECTS CONTACT PERSON: WEDDLE SURVEYING INC. CONTACT PERSON: ON PLANS ARE ONLY FOR REFERENCE. Site Lighting E1 PHOTOMETRIC STUDY o 0 6950 SW HAMPTON ST. STE. QC / SUBMITTAL REQUIREMENTS 22. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. Site Lighting Ez PHOTOMETRIC STUDY o o 720 NW DAVIS ST, STE 300 JASON TAND 170 TONY RYAN 23. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,AND PORTLAND, OR 97209 JTAND@LRSARCHITECTS.COM TIGARD, OR 97223 tony@weddlesurveying.com REPAIR OR REPLACE AS NECESSARY. WWW.LRSARCHITECTS.COM www.weddlesurveying.com 1. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 24. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET T: 503.221.1121 T: 503.941.9585 ARCHITECT'S DECISION IS FINAL AS TO WHETHER OR NOT A PROPOSED PRODUCT IS PROJECT REQUIREMENTS. ACCEPTABLE FOR SUBSTITUTION. 25. KNOWN EXISTING ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON F: 503.221.2077 F: 000.000.0000 2. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS THE DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED CONTRACT IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. BY CONTRACTOR. 3. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE 26. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ■CIVIL "ENVIRONMENTALLY SAFE", LOW ODOR,AND NONFLAMMABLE. USE OF ANY ONLY. CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. PRODUCT NOT COMPLYING WITH THIS CRITERIA MUST BE APPROVED BY THE 27. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING VLMK CONTACT PERSON: BUILDING OWNER AND/OR ARCHITECT. CONDITION. 3933 S KELLY AVENUE BRIAN DUBAL 4. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING 28. CLEAN NEW, EXISTING,AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN PORTLAND, OR 97239 BRIAND@VLMK.COM THROUGHOUT STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. AREAS AFFECTED BY WORK OF THIS PROJECT,AT COMPLETION OF JOB. RELAMP AND THOROUGHLY CLEAN PREMISES UPON COMPLETION OF WORK, INCLUDING WASHING REPLACE BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING SITE LOCATION https://www.vlmk.com/ OF WINDOWS, SO THAT BUILDING IS READY FOR OCCUPANCY BY TENANT. INCLUDE ORDER. T: 503.222.4453 CLEANING OF ADJACENT AREAS WITHIN AND AROUND THE BUILDING THAT ARE NOT 29. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/OR F: 000.000.0000 PART OF TENANT IMPROVEMENTS, BUT WERE AFFECTED BY TENANT IMPROVEMENT BALLAST IF NOT IN GOOD WORKING CONDITION. CONSTRUCTION OPERATIONS. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH 30. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM SURFACES. PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO 5. PROVIDE THE FOLLOWING SUBMITTALS FOR THE ARCHITECT TO REVIEW PRIOR TO INSTALLATION. ' ,on Pick HLJCJ&Assorit�� Total QL Z CONSTRUCTION: MECHANICAL PLANS (INCLUDING ZONE MAP), ELECTRICAL PLANS 31. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT,AND PHONE Acara (INCLUDING LIGHTING, CONTROLS AND PHOTOMETRICS), PLUMBING PLANS&FIXTURE AND DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND pplla �Vind pi 11 UNDER SEPARATE PERMIT CUTSHEETS, PAINT DRAWDOWNS, FINISH SAMPLES, CASEWORK SHOP DRAWINGS, CABLING TO REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY a FIRE LIFE SAFETY PLANS,APPLIANCES & EQUIPMENT AND DOORS, FRAMES, GLAZING CURRENT CODE. ` ' .Y &HARDWARE. A. ELECTRICAL SYSTEMS 6. CASEWORK SHOULD ADHERE TO NORTH AMERICAN ARCHITECTURAL WOODWORK B. MECHANICAL SYSTEMS U� C. PLUMBING SYSTEMS STANDARDS 3.1 2017"CUSTOM"GRADE UNO. , -` DRAWN BY: - 7. INTERIOR WALLS TO BE LEVEL 4 SMOOTH FINISH IN ALL AREAS, LINO. Springs D. SPRINKLER SYSTEMS 8. FLOORING DIRECTION AND SEAMING LOCATIONS ARE TO BE APPROVED BY THE Service ' i E. FIRE ALARM/DETECTION SYSTEMS ARCHITECT. e 10, F. EGRESS LIGHTING 9. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND - e A PERMIT SET REVISIONS 07.12.21 n ARCHITECT. .. . - • . �. lz DEFERRED SUBMITTALS e . • • .- - 41. B IFC REVISIONS 06.20.21 = 10. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE r '+; Z9 SMOOTH UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. IN sting Z AREA WHERE FLOOR IS TO BE LEFT EXPOSED, FLOOR TO BE MADE SUITABLE FOR '61 Thrifty SupplComp� rn� o A. STEEL GUARDRAILS SPECIFIED FINISH LEVEL. < Del 1 t� r� e .. . l� fie' -•e N ' Coclaan, lr� loort=Plasfics di- • o• Gen J e j ee Inc ale Q) Q O O U VICINITY MAP NOT TO SCALE SHEET: a 0 True North 6000 Ad00 331.4-40 o ISSUE FOR CONSTRUCTION 0SET08.20.21 LRS Architects.Inc©2021 S"' GENERAL NOTES A. SITE INFORMATION IS BASED ON OWNERS SURVEY DATED 05/27/2021 BY WEDDLE SURVEYING. B. ALL SURVEY INFORMATION INDICATING ALL EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY. C. SEE A100i FOR STANDARD ACCESSIBILITY REQUIREMENTSA R C H I T E C T S D. ALL PARKING SPACE DIMENSIONS ARE TO ASPHALT 720 NW Davis 503.221.1121 SIDE OF CURB. PARKING SPACES ARE 9'-0"OC UNO. E. STREET, PARKING, DRIVE CUTS,AND/OR PUBLIC Suite 300 503.221.2077 RIGHT OF WAY INFORMATION ARE SHOWN FOR REFERENCE ONLY. SEE CIVIL DRAWINGS FOR Portland OR 97209 www.lrsarchitects"com DETAILED INFORMATION. I F. DIMENSIONS SHOWN ON THIS PLAN ARE FOR GENERAL LAYOUT OF THE BUILDINGS AND SITE ELEMENTS. G. REFER TO THE LEGAL SURVEY(PROVIDED BY OTHERS)FOR PROPERTY LINE DIMENSIONS AND EXACT LOCATIONS OF EXISTING SITE ELEMENTS. H. FINISH FLOOR ELEVATION 0-0"=CIVIL FF ELEVATION + r r + + + + r r Y OF+234.93. SEE CIVIL FOR ALL SITE ELEVATIONS AND + + + + + + + + + + + + + + + + + + + + . . . + + + + + + + + + + + + + + + + + + + + + + r + + + + + + � + Y GRADES r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C � + + + + + + + + + + + + + + . . . . + + + + + + + + + + + + + + + + + + + + + + i . . . . . . + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + F++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~QpFpg + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i . + + I . + + . + + + + + + ++ + + + + + . . + . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ ++++ ++ + + + +++ ++ + + ++ + + + + +++ + ++ + + + + ++ + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + +++ + + + + +++ ++ ++ + +++ ++++ + + + + + + + + + + + + ++ KEYNOTES + + + + + + + + + + + + + + + + + + + + + + + + + ' + + + + + + + + + + + + + 001 NEW ACCESSIBLE PARKING STALL W/SIGNAGE. + + + + + + + + + + + + + + SIGNAGE PER STATE STANDARDS. + + + + + + + + + + + + + 003 (2)NEW BICYCLE RACK PER SPECIFICATIONS + + + + + + + + + + i 005 REPAIR/REPLACE EXISTING CONCRETE SIDE WALK it I a + + + + + +i, + TO MEET ADA STANDARDS. SEE CIVIL + 008 EXISTING SHED ROOF TO REMAIN. CONSULTANT + + + + : + + + + + + + + + + + + 3+ + + + + 031 + 0, EXISTING LOW-SLOPE ROOF TO REMAIN. SEE MEPF + + + + + + DESIGN-BUILD DRAWINGS FOR ROOFTOP + + + + + + + + + + it + + + + + + + - + EQUIPMENT AND LOCATIONS. + + + + + + + + + + + 016 NEW GUARDRAIL TO COMPLY WITH ADA + + + + -- + + + + + + + + + + + STANDARDS. PROVIDE HANDRAILS AT EXTERIOR + + + + + + + + + + + A510 + + STAIRS ONLY i + + + + + + + + + + + 'j + 017 NEW METAL CANOPY. + + w + + + + + + + + + + + + + + + + + + + + + + + + + 020 NEW LOW SLOPE TPO ROOF I 0110 +�+ + ++++ +++ + ++++ + + +I + + 021 EXISTING MONUMENT SIGN. i + + + + + + + + + + +1 1 _ - _ 031 NEW LIGHT BOLLARDS TO BE LUMINIS LQ427 + + + + + + + + + 1 + 1 + + + + + + + + + 1 + IF 1 I I + 1 + + + + + + + + t + + 1 + 1 + ++ +++ + ++ + ++ ++ + + + + + + + + + ++ + Lf FF C777= 8 A901 + + + + + + 1 a 003 + + + + + + + + + + �I ) 1 + + IL 016 t + ++++++++++ ++++++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +-- - + + + +1 + w 016 1 017 + + + + + + + + + ++ + + + + + + + + + + + + ,+ + + + + + + + + + + + + + + + + + + _ _ + + + + 1 + +` , + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t - + + + + + + + + + + + + + + + + + 020 + + + + + + + + 15'-6 + + 1 + + + + + + � + 008 + + EQ POST (4'-0"MAX) + + + + ++ + + + + + + +1+++ . . + + + + + + + + + + + + + + + + + + + + + + + + + + LEGEND PROJECT NUMBER: 221019 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + !+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . .. + + + + + + + + + + + .. . ... + .. . .. . + + + + + 2 A510 +: -__._._ NORTHPOINT WM I + + + + + + + �+ OOg + + + + + + + + + + + + + + + + + + + + + + + + + + ' _ - SITE EASEMENTS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + IMPROVEMENTS + + + + + +I + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + SITE SETBACKS 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + ++ + + + +++ ++ +j+� + + ++ + SITE PROPERTY BOUNDARY + + + + + + + !+ ++ ,+ + + , + + + + , + + + + + + + + + + +� + + + + + + + ++ + + ++ + + +� + + + ++ + + + + + ++ + + + EXISTING BUILDING + + + + + + + + + + + +�+ 7185 SWSANDBURG 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 ' + + + + + I+ 013 + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + I + + 4 + +++ + + + + + + + + + + + + + + CONCRETE SIDEWALK STREET + I+ + + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + PROPOSED CONCRETE SIDEWALK TIGARDSUITE OOR 97223 a + . + + + + + + EXISTING 11 ,584 SF + ++ + + + + + + ++ + + + + + + + + + 1 + ' + . . . + , 4 COMMERCIAL OFFICE BUILDING + + + + + . / + + ++ + } + + } + + + + + + + + + EXISTING CONCRETE SIDEWALK I I + + + + + + + + + + + + + + + + + + + +\ + + + + + + + + + + + 1 + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + 1 + + + + + I. + + + + + + + + + + 4 � + + ' EXISTING LANDSCAPE Ij + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + + + + + ++ + +++ + + + / + + + + + + + + �+ t + + 1 + + + + + + + + + + + + + + + + + + REPAIR EXISTING CONCRETE LU + + + + + +++ + + + + + + + + + + + + + + > + + + + + + + + + + + + + + + + + + + + + + I + + + . . . + + + + + + + + + / + + + + + + + + + + + Q + I + + + + ++ + + + + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 Z + + + + + + + + + + " • + + + a•- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + "° + + W + + + + + + + + + + + + + + + + + / + + N + + + . + 005 r o + + + + + + + + + + . + . + / 1 + + + + + + + + + 003 a + a(p + + + + + + + + + + + + + + + + + SHEET TITLE. + + + + + + + ++ + + i+� + + + + + + W + + + + + + + + + + + + + + + + + + + + 3 + + ARCHITECTURAL I cn +,+ + + + + + ; + . '. " A510 01B / SITE PLAN 1 .e . + + + + + � + / + + + + + + + + + 8 + + + + + + + + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r++++ I + + + + + + + - + + + A901 / / / + + + + + + + 57�� + + + ++ ++ + + + T +% + + + o EQ POST (5'-0"MAX) + + + + + + + + + + + + + 1 + + + + + + + + /+ + + + + + +�+ ++++ ++++ +II + + + + + + + ++ + + / + + + +� I + + + + 1 / + + + + + + / / + + EY PLAN: + + + ++ + + + + + j + ++ ++ + +++ ++ + I / / / +I I + + t + + +� +�+ 1 + + + + + +1 i +� + m + + + + + / + + I + + N + + + + + + + + + + + + + + + + + + + + + + + + + + + + True North / + + + + + + + + + + + + + + + + + I + + + + + + + + + + + I + + + + + + + + + 1+ DRAWN BY: Author + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + / + + + + + + + + + + Zi + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + 021 + + ++ ++ + + � + + + + + + + + + / + + + + / + + + + + + + + + + _ + + + + + + + + + + + + + + + + + ,l + + + + o + + + + + 021 + + + / + + + + + + +/ + + ++ + + +++ + + + + A PERMIT SET REVISIONS 07.12.21 a + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - — + + + + + + + + + + + + + B IFC REVISIONS 08.20.21 rn O + + + + + r - - - - + + + + + + + + + + + + + + + - - - y + + - - - - N + + + + + + + + + + + _ _ + ++ + +++ + + + +''.. / M co M M co ACCESSIBLE PARKING 0 0 (PER TABLE 1106.1) U TOTAL IN MINIMUM NUMBER OF NUMBER OF VAN ACCESSIBLE "WHEELCHAIR BIKE PARKING LOT ACCESSIBLE SPACES SPACES USER ONLY"... PARKING REQUIRED 2 5 SW SANDBURG ST 2 PROVIDED 2 5 SHEET g 1. PROPOSED SITE PLAN A001 N A001 SCALE: 1"= 10'-0" of 0 5' 10' 20' o Plan North True North ISSUE FOR CONSTRUCTION SET-08.20.21 N LRS Architects.Inc.912021 GENERAL NOTES A. SITE INFORMATION IS BASED ON OWNERS SURVEY DATED 05/27/2021 BY WEDDLE SURVEYING. B. ALL SURVEY INFORMATION INDICATING ALL EXISTING L f CONDITIONS ARE SHOWN FOR REFERENCE ONLY. C. SEE A100i FOR STANDARD ACCESSIBILITY SEE PHOTO SET 'A' REQUIREMENTS. A R C H I T E C T S U D. ALL PARKING SPACE DIMENSIONS ARE TO ASPHALT + + — + + + + + + + + + SIDE OF CURB. PARKING SPACES ARE 9'-0"OC UNO. 720 NW Davis 503.221.1121 + + + + + + + + + + + + + 032 E. STREET, PARKING, DRIVE CUTS,AND/OR PUBLIC Suite 300 503.221.2077 RIGHT OF WAY INFORMATION ARE SHOWN FOR REFERENCE ONLY. SEE CIVIL DRAWINGS FOR Portland OR 97209 www.Irsarchitects.com + + + + + + + + + _ _ _ _ DETAILED INFORMATION. + + + ' + + + + + + + + + _ _ F. DIMENSIONS SHOWN ON THIS PLAN ARE FOR + + + + + + + + + + + ------ -- - - E EMENTGENES�YOUTOFTHEBUILDINGSANDSITE + + + + + + + + + + + + + G. REFER TO THE LEGAL SURVEY(PROVIDED BY OTHERS) FOR PROPERTY LINE DIMENSIONS AND ^� + + + + + + + + + + + + EXACT LOCATIONS OF EXISTING SITE ELEMENTS. H. FINISH FLOOR ELEVATION 0-0"= CIVIL FF ELEVATION + + + + + GOF RADES93. SEE CIVIL FOR ALL SITE ELEVATIONS AND a + + ', 032 + + + f+ 032 Well cam r• + + + + + + + + + + + + + + + + + �i2 , s FORNAORM + + + + + I + + ---- ----- - ---- + ++ !> + + + + + + ---------- ---- T-0" + + + + + + + + - ---- + SEE PHOTO + + SET 'D' TE BICYCLE PER SPECIFICATIONS + + j j 003 032 PATCH/FILL AND REPAKR CRACKS AT EXISTING + SEE PHOTO SET BHOTO CONCRETE. SET 'C' 9 ---- + + 032 032 032 + CONSULTANT: ----- ------- i J�'i + 1. DETAILED SITE PLAN A010 SCALE: 114"= 14" SITE PHOTOS — CONCRETE REPAIR LEGEND PROJECT NUMBER: 221019 _-- SITE EASEMENTS---_ NORTHPOINT WM ,�� _, _ , - � • �`, T - - SITE SETBACKS IMPROVEMENTS x SITE PROPERTY BOUNDARY EXISTING BUILDING ti 7185 SW SANDBURG DEMOLITION CONCRETE SIDEWALK STREET SU 771� PROPOSED CONCRETE SIDEWALK ITE OOO s TIGARD, OR 97223 y r EXISTING CONCRETE SIDEWALK EXISTING LANDSCAPE REPAIR EXISTING CONCRETE PHOTO SET - A SHEET TITLE: DETAILED SITE PLAN Y I v •• � ES'ti'R� it L Ql E -moo o� N =I v DRAWN BY: Author o; �I Q PHOTO SET - B PHOTO SET - C PHOTO SET - D B IFC REVISIONS 08.20.21 0 z 0 N N h _N 11 U O J j N O O M U SHEET: A010 N O r 01 r No ISSUE FOR CONSTRUCTION SET-08.20.21 LRS Amhifeds,lm.©2021 L f PLUMBING FIXTURE COUNT REQUIREMENTS CODE SUMMARY ARC H I T E C T S (PER TABLE 2902.1) (SEE EGRESS PLAN BELOW) WATER CLOSETS LAVATORIES DRINKING REQUIRED EXITS PER SECTION 1006(OCCUPANT LOAD PER SECTION 1004) 720 NW Davis 503.221.1121 LEVEL OCCUPANCY FIXTURES FOUNTAINS Suite 300 503.221.2077 MALE FEMALE MALE FEMALE OCCUPANCY SPRINKLERED OCCUPANT LOAD REQUIRED PROPOSED 1 B REQUIRED 2 2 2 2 LEVEL 1 Portland OR 97209 www.Irsarchitects.com PROVIDED 2 2 2 2 B N 85 2 2 +4 SHARED UNISEX MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1007.1.1 OCCUPANCY SPRINKLERED REQUIRED PROPOSED LEVEL 1 B N 58'_8" 89'_2" EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1017.2 OCCUPANCY SPRINKLERED REQUIRED PROPOSED !� ! LEVEL 1 t =i C� B N 200' MAX 69'_8" �F COMMON PATH TRAVEL DISTANCE BEFORE 2 WAYS PROVIDED PER TABLE 1006.2.1 OCCUPANCY SPRINKLERED REQUIRED PROPOSED LEVEL 1 B N 75'MAX 42'-10" SIGNAGEAS REQUIRED BYLOCAL AHJ 1. 4" UNIT VISIBLE LETTERING -WITH A MIN. STROKE WIDTH OF 1/2"ON OR CONSULTANT: ADJACENT TO THE DOOR 2. 6"BUILDING ADDRESS LETTERING-WITH A MIN. STROKE WIDTH OF 1"- ILLUMINATED WITH 5FC MINIMUM. ADA ACCESSIBLE SIGNAGE NOTES 1. BUILDING AND SITE SIGNAGE PACKAGE MUST MEET ALL APPLICABLE STANDARDS AND CODES AND PER AHJ. 2. RAISED CHARACTER AND BRAILLE EXIT SIGNS MUST BE PROVIDED AT ALL DOORS LEADING TO AN AREA OF REFUGE, EXIT STAIRWAY OR RAMP, EXIT PASSAGE WAY AND EXIT DISCHARGE. 3. THE FOLLOWING LOCATIONS SHOULD BE SIGNED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY A. ACCESSIBLE PARKING SPACES B. ACCESSIBLE RESTROOMS C. ACCESSIBLE LOADING ZONES D. ACCESSIBLE ENTRANCES TO A BUILDING IF THE MAIN ENTRANCE IS NOT ACCESSIBLE VISUAL(INFORMATIONAL) John Smith Director Accounting — EXEMPT(TEMPORARY) TACTILE(ROOM NUMBER) — 123 r- PROJECT NUMBER: 221019 NORTHPOINT WM TYPICAL ROOM ID IMPROVEMENTS -- DOOR TACTILE OPENING A 9r- SIGNAGE BASE OF �� CHARACTER - - � `U) z ', a CARD z zI 7185 SW SANDBURG READER o STREET PERMANENT ROOM ID SUITE 000 TIGARD, OR 97223 GENERAL NOTES A. THIS CODE ANALYSIS IDENTIFIES SOME SPECIFIC BUILDING CODE REQUIREMENTS BUT IS _�_ NOT INTENDED TO LIST ALL BUILDING CODE REQUIREMENTS. MINIMUM DISTANCE ALLOWED BETWEEN EXITSF B. SEE CODE ANALYSIS SHEET FOR OTHER CODE ANALYSIS INFORMATION INCLUDING BUT NOT PER SECTION 10 CE A EXCEPT. 2(NON-SPRINKLERED): LIMITED TO ACCESSIBILITY, PLUMBING, REQUIRED SIGNAGE,APPEALS,ALTERNATE MEANS ALLOWED DISTANCE: EXCEPT. (DIAGONAL DISTANCE)/2= 58'-8"MIN. AND AREA CALCULATIONS, AS APPLICABLE PER THIS PROJECT. ACTUAL DISTANCE=8117' 9 Sa --- ----- -- ---�- , C. SEE CODE FORT E APPLICABLE CONSTRUUCT ONALYSIS SHEET FOR LTYPE PERLE TABLE601E AND VERTICAL ASSEMBLIES SHEET TITLE: --- --- — D. SEE ACCESSIBILITY COMPLIANCE SHEETS, INCLUDING ADA, FHA,AND ANSI COMPLIANCE CODE ANALYSIS —--- FOR ACCESSIBILITY COMPLIANCE GENERAL THRESHOLDS AND REQUIREMENTS. 89-2 -- -- E. SEE ENERGY CODE SHEET FOR ENERGY CODE COMPLIANCE. PLAN - ---- -- (E) MqN (E WOMEN'S F. SEE WALL AND HORIZONTAL ASSEMBLY SHEETS FOR DETAILED ASSEMBLY REQUIREMENTS. / *- 132 128 SF t G. SEE WALL HEIGHTS, JOINTS. FIRESTOPPING AND SUSPENDED CEILING CODE SERVER R REQUIREMENTS SHEETS FOR COMPLIANCE OF THOSE ELEMENTS. (42 26 SF / 30 \ _ (1 OCC.) H. SEE SITE PLAN FOR EXIT DISCHARGE, PROPERTY LINE, PUBLIC WAY LOCATIONS,AND TL COURTYARD LAYOUT(WHERE OCCURS) HALL B • BREAK ROOM B FEC • , 88 SF FEC 156 SF / 15 _ (11 OCC.) • RR • OFFICE OFFICE OFFICE OFFICE OFFICE • PER 1019.3, EXCEPTION 1: EXIT ACCESS 29 SF 148 SF 150 SF 145 SF 150 SF 146 SF • STAIRWAYS THAT SERVE BETWEEN ONLY • (1 OCC.) (2 OCC.) (1 OCC.) (2 OCC.) (1 OCC.) CONF ADA RR TWO STORIES ARE NOT REQUIRED TO BE KEY PLAN: 142 SF / 15 72 SF �-1 • ENCLOSED WITH A SHAFT ENCLOSURE. • = 10 Occ.) RECEPTION • \'� '• ( 23 s 15 MEANS OF EGRESS LEGEND \ EXEC OFFICE • = 16 C.) • u \ 231 SF HALL • (X Occ) ROOM OCCUPANT LOAD(OR TOTAL FLOOR OCCUPANT LOAD) PER SECTION 1004. \ (2 OCC.) • 910 HAL COFFEE • EXIT SIGN W/INTEGRATED DIRECTIONAL ARROW WHERE OCCURS AT ALL EXITS, • • • • • • • • • • • • • • • • • • • • • • • • • • O E EVERY 100' IN CORRIDORS,AND IN SPACES WHERE 2 MORE ARE REQUIRED PER SECTION 1025.2.6. SEE ELECTRICAL DRAWINGS. (W/POCHE INDICATING"EXIT' B • TEXT SIDE OF SIGN.) c \ EXEC OFFICE • WORK/COPY F C L • • • • • • • I® / REQUIRED EXIT AND EGRESS DIRECTION (WITH ACCUMULATIVE OCCUPANT 233 SF 133 SF 6�SF M E4 LOAD) \ (2 Occ.) • - WORK AREA True North U 7• y WELLNESS - - 116 SF ;- START*, COMMON PATH OF TRAVEL-PER 1006.2.1 (CP=X') DRAWN BY: Author Q \ ^• 58 SF YOGA ---7- ---- i 5 1 Occ. 287 SF / 50 START ACCESSIBLE MEANS OF EGRESS a EXEC OFFICE • EXEC OFFICE ( cc.) OFFICE LARGE CONF R B IFC REVISIONS 08.20.21 r \, 220 SF a 290 SF —� 364 SF / 15 Z MAX. TRAVEL DISTANCE 161 SF(2 Occ.) • (2 Occ.) = (25 Occ.) RR (2 Occ.) y (TD =X') END o • • 15`i • • J 8 SF N _ - �� NOT IN SCOPE ay B caS SEMI-RECESSED FIRE EXTINGUISHER CABINET </ EXIT ACCESS TRAVEL DISTANCE FROM MOST FEC (EXACT LOCATION TO BE DETERMINED BY FIR REMOTE POINT PER TABLE 1016.2: MARSHALL) ALLOWED DISTANCE: 200' MAX. LENGTH (NON-SPRINKLERED) a ACTUAL DISTANCE=69'-8" 0 �j COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT BEFORE TWO WAYS PROVIDED 75' MAX. (NON-SPRINKLERED) PER TABLE 1014.3; ACTUAL DISTANCE=42'-10" SHEET: a 1. LEVEL 02 A110 v A110 SCALE: 1/8"=1'-0" v o ISSUE FOR CONSTRUCTION o SET-08.20.21 CQO LRS ArcMtects,Inc.©2021 c:::::::: GENERAL NOTES - WALL TYPES A. METHODS FOR CHOOSING TESTED FIRE RATED ASSEMBLIES SHALL COME FROM FIRE- SEALANT - -- _ 18 GA. DEFLECTION RESISTANCE DESIGN DOCUMENTED BY APPROVED SOURCES AS FOLLOWS: L f 1. IBC PRESCRIPTIVE DESIGNS PER IBC SECTION 721. 1 R - - CHANNEL. SECURE TO 2. APPROVED FIRE-RESISTANCE DESIGN FROM AN APPROVED TESTING AGENCY. TESTED R 1 MTL DECK W/1/4"H x 1 1 4 T �I ASSEMBLIES INCLUDED FOR THIS PROJECT THAT ARE NOT FROM THE ABOVE 4 METHODS ARCHITECT S 1/2" POWER ACTUATED W 7 CONTINUE GYP / E 5/8"TYPE'X GYP BD ARE BASED ON THE FOLLOWING: DRS INTO CONC 720 NW Davis 503.221.1121 e ROOF-CEILING ASSEMBLY / LOW SLOPED ROOF BD TO CEILING - a. GAGA-600-201500-2015 TESTED ASSEMBLIES, GENERIC OR PROPIERTARY AS NOTED. GENERIC FILLEDLED FLUTES @ 18"OC SILL BELOW OR#8 SCREWS INTO MTL EXT WALL VAPOR RETARDER- b. CURRENT UL TESTED ASSEMBLIES, GENERIC OR PROPIERTARY AS NOTED. Suite 300 503.221.2077 BASED ON GA FILE NO. RC 2601 i _ CLASS II 3. CALCUALTIONS PER IBC SECTION 722. -- SINGLE PLY-CLASS A r DECK @ 18"OC. PROVIDE _. - - _ - - _ - FOR 3/4" DEFLECTION. LOAD BEARING w - WOOD STUDS, SEE 4. ENGINEERING ANALYSIS PER ASTM E119 OR UL 263 Portland OR 97209 www.lrsarchitects.com ROOFING SYSTEM i i STRUCTURAL 5. ALTERNATE PROTECTION METHOD AS ALLOWED BY SECTION 104.11 1/2"COVERBOARD - - °- _-.- ___ - _ - - - CEILING HEIGHT - B. 5/8"TYPE'X' GYPSUM WALL BOARD SPECIFIED THROUGHOUT UNLESS OTHERWISE SPECIFIED. 2 EIGHT THERMAL BATT INSULATION SEE RCP !� (FULL DEPTH-FILL CAVITY W/NO PROVIDE TILE BACKER BOARD WITH EQUIV. FACE RATING AS REQUIRED TO MAINTAIN FIRE SELF ADHERED ROOF ��. VOIDS) R-21 RATING ON ALL WALLS WITH TILE. VAPOR RETARDER C. REFER TO STRUCURAL DRAWINGS FOR LOAD BEARING AND SHEAR WALL REQUIREMENTS AND / CEILING SYSTEM AS LOCATIONS. / -- ROOF SHEATHING. SEE � �- GLAZING SPECIFIED. SEE RCP. EXTERIOR MEMBRANE PER D. CONFORM TO THE REQUIRED TESTED COMPONENTS PER THE DESIGNATED TESTING. STRUCTURAL 722.6.2 3 TABLE O SUBSITUTIONS ARE NOT ALLOWED WITHOUT APPROVAL OF THE ARCHITECT AND THE AHJ. - TAPERED SLEEPERS ON WINDOW MULLION 3 5/8"25 GA 1/2" EXT. PWD SHEATHING E. SPECIFIED FLOOR-CEILING AND ROOF-CEILING FRAMING SIZES OR TRUSS DIMESNSIONS ARE �' I i' (3625125-18) MTL MINIMUMS. GREATER JOIST OR TRUSS SIZES (DEPTHS)SHALL BE PERMITTED TO BE USED IN WOOD JOISTS PROVIDE FIRE METAL-OR WOOD-FRAMED SYSTEMS. INDICATED JOIST AND TRUSS SPACINGS ARE monde,sm STUDS 24"OC W/5/8" - AIRNVATER BARRIER AWB RIGID XPS INSULATION -- - - ,-_�.--- _ - - - CAULKING AT @ ER( ) R-49. W/FOAM AT GAPS - - BACKER ROD AND ALL ASS GYP BD EA SIDE. ��--- j EXTEND MTL STUDS& FIBER CEMENT LAP SIDING F. ASSEMBLIES EQUAL TO OR LESS THAN 1 HOUR FIRE REISISTIVE RATING CAN BE SHOWN TO h x x� x' '--Y CLEAR SEALANT PENETRATIONS. i MEET THE REQUIRED FIRE RESISTIVE RATING BY THE CALCULATION METHOD PER IBC • WOOD JOISTS, 2x10 MIN. GYP BD FULL HEIGHT SYSTEM S MIN AT VERTICAL SECTION 703 AND SECTION 722. , TO UNDERSIDE OF FURRING STRIPS ATTACHED w j INSTALLED LEVEL PROVIDE CORNER G. ASSEMBLIES STATED AS"BASED ON"A LISTED ASSEMBLY MIGHT VARY DUE TO THE ADDITION STRUC ABOVE. TO H MTL FLAT STRAPS SEE STRUCTURAL DRAWINGS BEAD& PAINT ON OF COMPONENTS THAT ARE NOT PART OF THE TESTED ASSEMBLY. PER GA-600-2015 P.10 ITEM PROVIDE 3"SOUND ATTACHED TO STUDS(NOTE: 5/8"TYPE"X"GYP BOARD I WINDOW SIDE OF WALL ATTENUATION BATT MATCH EXISTING FIBER 14, 24, 25, "ADDITIONAL LAYERS SHALL BE PERMITTED TO BE ADDED TO ANY SYSTEM." AF END, TYP INSUL FRICTION FIT IN CEMENT LAP SIDING SYSTEM) FASTENERS SPECIFIED FOR THE ATTACHMENT OF GYP BOARD APPLIED OVER THE ADDITIONAL STUD. LAYER(S) OF ELEMENTS SHALL BE INCREASED BY NOT LESS THAN THE THICKNESS OF THE ADDITIONAL LAYER(S). FINISH AS SCHED - CENTER OF MULLION H. SEE SPECIFICATIONSFORAPPLICATION OF FINISH REQUIREMENTS PER LOCATION. TO ALIGN W/CENTER I. SEE SHEET Axxx FOR ENERGY CODE COMPLIANCE SUMMARY FOR THERMAL INSULATION WOOD JOISTS, GYP WALL BOARD t �/ OF PARTITION POWDER DRIVEN � BASE ON BOTH SIDES AS BASE LAYER 5/8"TYPE W GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 2x10 WOOD JOISTS 24" ANCHOR @ 2'-0" % SPECIFIED REQUIREMENTS. ACOUSTICAL BATTS SHALL FILL THE WALL CAVITY FULL(UNO) FOR BEST O.C. WITH 1 1/4"TYPE W OR S DRYWALL SCREWS 24"O.C. OC THROUGH MTL PERFORMANCE. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES t STUD TRACK, LINO - j ' ._� ACOUSTICAL SEALANT TO JOISTS WITH 1-7/8"TYPE W OR S DRYWALL SCREWS 12"O.C.AT JOINTS AND INTERMEDIATE JOISTS _� AND 1-1/2"TYPE G DRYWALL SCREWS 12"O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. I _� SLAB JOINTS OFFSET 24"FROM BASE LAYER JOINTS. WOOD JOISTS SUPPORTING 1/2"PLYWOOD WITH - -- EXTERIOR GLUE APPLIED AT RIGHT ANGLS TO JOISTS WITH 8D NAILS.APPROPRIATE ROOF COVERING. NOTE. STUD GAUGE VARIES WITH WALL HEIGHT. SEE GENERAL NOTE K. 13. ROOF/CEILING TYPE R1 - WOOD 9. WALL @ STOREFRONT MULLION 5. WALL SECTION - FULL HT 1. EXT WALL - W1 CONSULTANT: A130 SCALE. 1112"= V-0- DL A130 SCALE: 3"= V-0" DL A130 SCALE: 1/2"= V-0" DL A130 SCALE: 1112"= 14" DL WALL ASSEMBLIES LEGEND WALL ASSEMBLY TYPE STUD SIZE/CORE THICKNESS N A _ �� NUMBER = EXTERIOR WALL TYPE LETTER = INTERIOR WALL TYPE � I WOOD: Ir 2 = 2x2 4 = 2x4 0 GA5/8" i 6 = 2x6 . FLOOR-ASSEMBLY AT FITNESS RM scREws @)ESA BRACE. - 13 a = 2x6 TUD RACING TO ST UC O = OTHER, SEE WALL TYPE --__ h 5'-0"O @ --� - - - - - TYR SXR TG FIRE-RATING HO RTED/NON BEARING II I NEW R1 -SPORTS RUBBER - STEEL: VERIFY HEIGHT ATTACH TO STRUCT, 1x WD TRIM ON ALL 2 = 1 5/8" SIDES OF NICHE AS CEILI�HEIGHT Qp FLOOR, INSTALLED PER 2 2 HOUR 2.5 = 2 1/2" MANUFACTURERS j SCHED 2'-0" SEE RCP 3 = 3 HOUR3 = 3 5/8"(OR 3 1/2"SEE STRUCT) RECOMMENDATIONS ROVIDE CONT % BOX HEADER 4 = 4 HOUR 4 = 4" TV SIZE AND 20UND SEALING MIN PROVIDE SOUND S = SMOKE S 6 = 6" / O = OTHER, SEE WALL TYPE EXISTING FLOOR MOUNTING SYSTEM BATTING ABOVE _i�_ - SHEATHING ` ASKET BTWN TO BE VERIFIED CEILING TILES @LEAST � / WALL&CEILING _- _ _ CMU: WITH TENANT 2'-0"ON EITHER SIDE OF / ANY = CMU NOMINAL WIDTH IN INCHES - 3/4" PAINTED ROVIDE (2) / WALL � - PROVIDE 3"THICK SOUND i i PLYWOOD ASTENERS @ ATTENUATION BATT i i Z BACKING EA BRACE STUD - TYPICAL JAMB: WALL STUD FINISH HEIGHT INSULATION TYPE j O ONNECTION / 5 (2) 3625162-33 BOXED E = EXTERIOR A = ACOUSTIC INSULATION. I i w t= O TOP OF MTL STUDS(324"O5 W/ W/362T150-33 EA. SIDE X = SHAFT/EXTEND THRU FILL ALL CAVITIES FULL PROJECT NUMBER: 221019 EXISTING WOOD JOISTS i i rwn > 3 5/8"25 GA(362S12 -18)WALL STUD - i 5/8"GYP BD EA SIDE. FULL HEIGHT CONCEALED SPACE T = THERMAL - RECESS SIDES IS PROVIDE 3"SOUND S = TO STRUCTURE ABOVE - = NONE NORTHPO/NT WM WOOD AND BACK TO ATTENUATION BATT C = TO CEILING BE PAINTED. REFER / INSUL FRICTION FIT IN P = PARTIAL SEE WALL TYPES FOR THERMAL IMPROVEMENTS TO ELEVATIONS. STUD W/ACOUSTIC 7 INSULATION R-VALUE&THICKNESS - 1-5/8" 25 GA MTL OWDER SEALANT @ CEILING 130 EXISTING CLNG STUDS @ 24"O.C. DRIVEN GRID. P WITH 5/8" PAINTED NCHOR @ 2'4" C THROUGH BASE ON BOTH SIDES TYNOTES: 11 BLACK GYP. BD MTL STUD AS SPECIFIED ' 1. SEE ENERGY COMPLIANCE SCHEDULE FOR MIN THERMAL INSULATION 13 R-VALUES&ALL CAVITIES TO BE FILLED FULL WITH NO VOIDS 1X2 VERTICAL WD TRACK, UNO / - ACOUSTICAL SEALANT ..� VARIES 2. REFER TO A155 FOR METAL STUD WALL TERMINATION AND SLATS AS SCHED 7t - ACOUSTICAL AND FIRE JOINT STOPPING REQUIREMENTS / .- - _ 7185 SW SANDBURG EXISTING SLAB _ _ _ _ SLAB STREET OTE: STUD GAUGE VARIES WITH WALL HEIGHT. SEE GENERAL NOTE K. SUITE 000 14. FLOOR TYPE F1 10. WOOD TV NICHE 6. WALL SECTION - PARTIAL HT ABOVE CEILING 2. BOX BEAM HEADER ELEVATION GENERAL NOTES - HORIZONTAL ASSEMBLIES TIGARD, OR 97223 A130 SCALE: 1112"=f-0" DL A130 SCALE., 112"=14" A130 SCALE. 1/2"= 14" DL A130 SCALE. 114"=14" A. METHODS FOR CHOOSING TESTED FIRE RATED ASSEMBLIES SHALL COME FROM FIRE- RESISTANCE DESIGN DOCUMENTED BY APPROVED SOURCES AS FOLLOWS: EXISTING 1/2" DIA. BOLT AT ANGLE CL 1. IBC PRESCRIPTIVE DESIGNS PER IBC SECTION 721. 2. APPROVED FIRE-RESISTANCE DESIGN FROM AN APPROVED TESTING AGENCY. TESTED STR� UCTURE ASSEMBLIES INCLUDED FOR THIS PROJECT THAT ARE NOT FROM THE ABOVE 4 METHODS ARE BASED ON THE FOLLOWING: a. GA-600-2015 TESTED ASSEMBLIES, GENERIC OR PROPIERTARY AS NOTED. PATCH FIRE b. CURRENT UL TESTED ASSEMBLIES, GENERIC OR PROPIERTARY AS NOTED. WALL AS SCHED PROOFING7EQU 3/16(LLV)� 3. CALCUALTIONS PER IBC SECTION 722. 4. ENGINEERING ANALYSIS PER ASTM El 19 OR UL 263 / L1 1/2 x 1 1/2 x 16GA x 5. ALTERNATE PROTECTION METHOD AS ALLOWED BY SECTION 104.11 j 1-1/2"x U-3-1/4" B. 5/8"TYPE 'X' GYPSUM WALL BOARD SPECIFIED THROUGHOUT UNLESS OTHERWISE SPECIFIED. (DI TRI TOP AND BOT H LS542 OR PROVIDE TILE BACKER BOARD WITH EQUIV. FACE RATING AS REQUIRED TO MAINTAIN FIRE (DIETRICH LS543 OR 20 GA x 2" DEEPLENT)w/(3)#10 RATING ON ALL WALLS WITH TILE. EQUIVALENT)W/ G# SLOTTED TRACKS EA. LEG C. REFER TO STRUCURAL DRAWINGS FOR LOAD BEARING AND SHEAR WALL REQUIREMENTS AND 10 SCREWS EA LEGW/(2)#10 SCREWS LOCATIONS. AT 18" O.C. TO / D. CONFORM TO THE REQUIRED TESTED COMPONENTS PER THE DESIGNATED TESTING. LOW DECK FLUTE BRACE AT SUBSITUTIONS ARE NOT ALLOWED WITHOUT APPROVAL OF THE ARCHITECT AND THE AHJ.E. SPECIFIED FLOOR-CEILING AND ROF-CEILING FRAMING SIZES OR TRUSS DIMESNIONS ARESHEET TITLE:0 0 0 0 0 AX MINIMUMS. GREATER JOIST OR TRUSS SIZES (DEPTHS)SHALL BE PERMITTED TO BE USED IN WALL & ROOF 0 0 0 0 3625162-33 AT METAL-OR WOOD-FRAMED SYSTEMS. INDICATED JOIST AND TRUSS SPACINGS ARE • • • • • --- 24" O.C. - L1 1/2 X 1 1/2 X 16GA X U-3 1 MAXIMUMS. - - - - - (DIETRICH LS546 OR EQ.) F. ASSEMBLIES EQUAL TO OR LESS THAN 1 HOUR FIRE REISISTIVE RATING CAN BE SHOWN TO ASSEMBLY W/(2)#10 SCREWS EA LEG MEET THE REQUIRED FIRE RESISTIVE RATING BY THE CALCULATION METHOD PER IBC SECTION 703 AND SECTION 722. (WOOD) \ \� - BOX HEADER PER 6/A140 G. ASSEMBLIES STATED AS"BASED ON"A LISTED ASSEMBLY MIGHT VARY DUE TO THE ADDITION 1 1X2 VERTICAL WD SLAT DIETRICH H546 W/(20) OF COMPONENTS THAT ARE NOT PART OF THE TESTED ASSEMBLY. PER GA-600-2015 P.10 ITEM 1/2 \ .\ AS SCHED #10 SCREWS - HEADER AND JAMB (3)#10 SCREW 14,24, 25, "ADDITIONAL LAYERS SHALL BE PERMITTED TO BE ADDED TO ANY SYSTEM." TYP FASTENERS SPECIFIED FOR THE ATTACHMENT OF GYP BOARD APPLIED OVER THE ADDITIONAL 5/8"GYP BOARD ALL SIDES LAYER(S) OF ELEMENTS SHALL BE INCREASED BY NOT LESS THAN THE THICKNESS OF THE WALL PTD DARK GRAY, ADDITIONAL LAYER(S). REFER TO FINISH SCHED H. SEE SPECIFICATIONS FOR APPLICATION OF FINISH REQUIREMENTS PER LOCATION. (CONFIRM COLOR PRIOR 1. SEE SHEET AXXX FOR ENERGY CODE COMPLIANCE SUMMARY FOR THERMAL INSULATION TO PAINTING) JAMB BEYOND REQUIREMENTS. ACOUSTICAL BATTS SHALL FILL THE WALL CAVITY FULL(UNO) FOR BEST - PERFORMANCE. -- RELITE AS SPECIFIED 11. VERTICAL WOOD SLATS @ TV WALL 8. JAMB TO BOX BEAM HEADER CONNECTION 3. BOX BEAM HEADER HORIZONTAL ASSEMBLIES LEGEND A130 SCALE: 3"= V-0" A130 SCALE: 1"= 14" A130 SCALE. 1112"= V-0" Q HORIZONTALNUMBER = AE ASSEMBLY TYPE# F = FLOOR R = ROOF/CEILING #10 SCREW AT 24"j O.C. EACH LEG TYPICAL 1F Q a i E a FIRE-RATING (2)400T200-33 FOR N = NON RATED/NON BEARING N BOTTOM TRACK z� SPANS UP TO 15'-0" 1 = 1 HOUR UI / (2)362T150-54 FOR 2 = 2 HOUR ACOUSTIC AND/OR THERMAL / SPANS UP TO 19'-10" 3 3 HOUR T = THERMAL DRAWN BY: Author _ 4 4 HOUR (2)362T150-33 AT S = SMOKE TRAINING 203 B IFC REVISIONS 08.20.21 'o #10 TEK SCREW cx AT 12"O.C. TYP UNO 0 a� #8 AT 8"O.C.AT N203A 0 & N203B N -- _ N �--- (2) 10005162-54 FOR SPANS m UP TO 15'-0" 3/8" DIA X 13/4" SIMPSON TITEN HD (2) 80OS162-54 FOR SPANS AT CL TRACK UP TO 19'-10" (2)1 1 2-G8 AT TRAINING 0o JAMB COLUMN 203 U SHEET: 00 A130 cq 7. JAMB DETAIL FOR BOX BEAM HEADER 4. BOX BEAM HEADER 2 ISSUE FOR CONSTRUCTION SET-08.20.21 A130 SCALE: 3"= 1'-0" A130 SCALE: 3"= 1'-0" LRS AmN'tects,Inc.C 2021 N GENERAL NOTES A. SEE A200 SERIES 1/8"SCALE PLANS FOR ADDITIONAL INFORMATION. B. SITE INFORMATION FOR REFERENCE ONLY. SEE SITE PLANS. Lf s C. ALL DIMENSIONS ARE TO FACE OF STUD UNO OR CENTER OF WINDOW OPENING, COLUMN, OR GRID. A R C H I T E C T S (?4�-8 HECEXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. DIMENSIONS 720 NW Davis 503.221.1121 INDICATED AS"CLR MIN"ARE TO FACE OF FINISH. Suite 300 503.221.2077 1/2" 15'-3 1/2" 20'-0" �5'-�' 20'-0" 20'-0" 15'-3 1/2" 4'-3 1:' ' D. ALL EXPOSED STEEK TO BE PAINTED.VERIFY COLOR - -- WITH ARHITECT Portland OR 97209 www.irsarchitects.com I I I I I I I I o �� bra I I I I I I I f ---- I � en PQFfRAMD,OREGAM - ------------- NOFi I " - = ` a -� IL CONSULTANT: I - o - - - - - - - - _I - - _ _ � _ - _ I I e I I �L N i I I I I PROJECT NUMBER: 221019 - , - - - - - - - - - - - - - - - -- NORTHPOINTWM LF1 IMPROVEMENTS 7185 SW SANDBURG 2. LEVEL 1 DEMO FLOOR PLAN STREET A201 SCALE., 118"= V-0" SUITE 000 TIGARD, OR 97223 I H G F E D C B A 20'-0" 20'-0" 15'-31/2" 4'-81/2" I I I I i I I I I I i I I I I I I I I I I I I I I I SHEET TITLE: i t I I I I I LEVEL 1 - DEMO I �, II & NEW FLOOR PLANI - - - - - -- I- "' 2 I SII ,j I I I I I I LEGEND I 4 KEY PLAN: N h� NOT IN SCOPE DEMOLISHED OR TO BE RELOCATED — " --- — — — — I — — — — — — — — — — — — — MES FOR ORE INFORMATION) I,_ �._ 3 - n (REFER TO KEYED NOT I I a I EXISTING TO REMAIN a I m o� I N NEW FULL HEIGHT PARTITION TO True North N STRUCTURE, SEE 5/A130=IJ C? DRAWN BY: Author ® NEW FULL HEIGHT PARTITION 6" 31 I II I I I I I I ABOVE OF GRID, SEE 6/A130 SEMI-RECESSED MOUNTED FIRE B IFC REVISIONS 08.20.21 FEC EXTINGUISHER CAB DOOR &RELITE TYPE. SEE A700 cm1-- - - - - - - - - - - - - - - ' - - � - - - -- - - 5 - 4 I I I I I FTI NEW EXTERIOR WALL TYPE 0 [r o I oil DEMO CONCRETE o - DEMOLISH EXISTING FLOOR G PROPOSED CONCRETE e p•- d . SHEET. EL 0 LEVEL 1 FLOOR PLANA201 A201 SCALE., 118"= V-0" v a ISSUE FOR CONSTRUCTION 0SET-08.20.21 LRSAMtmteCts,1M ©2021 GENERAL NOTES H G F E D C B A 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. L f B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. REPAIR AREAS ADJOINING DEMOLITION WORK TO MATCH ARCHITECT S EXISTING AND/OR NEW CONSTRUCTION. 720 NW Davis 503.221.1121 D. PROVIDE BREAK METAL AND SOUND CAULK AT ALL I I I I I I I I WALUMULLION JOINTS. Suite 300 503.221.2077 027 E. ALL DOOR OPENINGS TO BE 5" FROM PERPENDICULAR WALL, UNO. Portland OR 97209 www.irsarchitects.com F. PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINETS AS REQUIRED BY CODE. ICU �0I i 1 -� G. MAINTAIN EXISTING FIRE RATINGS ON WALLS, DOORS 028 I' 202 i j AND ENCLOSURES AS REQUIRED BY CODE. if I 1 i H. SITE INFORMATION FOR REFERENCE ONLY. SEE SITE PLANS. j� I. ALL EXPOSED STEEL TO BE PAINTED.VERIFY COLOR WITH ARHITECT � I I L -- 1 I I - I ■1�11r..� Y.or11111 I ----- ----- ____=Y ____- - (((��Vjjjll��y y�_Y// 1 ---------------1 --�---- ------------- I— I 2 1�------------ II 1 I I I I T �-------------- ---------------- L ____________— ;I L_______--_.ai i 201 I I4-- f KEYNOTES CONSULTANT: II I II -------- 027 ___ WN __ —III — Y — 1 -i l 026 EXISTING SIDING TO BE REMOVED -- - I \\ �" // 027 EXISTING EXTERIOR LIGHT TO BE REMOVED. ii I lij I 028 NEW LITHONIA LIGHTING WEDGE LED WALL I I I I i I I MOUNTED WALL PACK LIGHT FIXTURE ti---+ 030 NEW LITHONIA LIGHTING WEDGE LED WALL MOUNTED WALL PACK LIGHT FIXTURE JiF==_____� �i 11 I 11 I I -. I ABOVE. PROVIDE POWER FOR NEW LIGHT 1\ I I 1 111 \ IIL_________________J1 IL ____ _7 I \ 1 \ 1 --------------- �1 jr; F --------- �_=____� F,rl F=_---_ F=====______- FIXTURE. II I I II I / I \ 1111 / 11 +n x-41 °JJJ/ I 111 I \` un �I 1 i 201 DEMO EXISTING WALLS THROUGHOUT q (// I+ AN A I r If " I "ll" 6 i it ii i� I ii �i ii I i I B 202 DE OEXI ING NDRAL ` 204 PROVIDE BLOCKING IN WALL FOR TENANT ![[!i Ifii 1+i ii PROVIDED TV(S). CONFIRM SIZE AND ii II i ZO6 I I, 11 II i REQUIREMENTS WITH TENANT PRIOR TO iii f u fffl n INSTALL. —— T — `F J 205 BUILT IN WOOD BENCH ^/ 206 PREP,AND REPAIR SUBSTRATE EMO EXISTING FLOOR AS FOR NEW CLEAN, — — — — — -- FLOORING AS SCHED 213 PROVIDE WATER LINES FOR APPLIANCES- REFER TO ELEVATIONS. 214 REMOVE EXISTING CASEWORK AND SINK. REMOVE OR RELOCATE PLUMBING PER NEW PROJECT NUMBER: 221019 PLAN. PATCH AND PAINT AS REQUIRED. 215 PROVIDE BACKING IN WALL FOR MAGNETIC NORTHPO/NT WM GLASS WHITEBOARD(CLARUS FLOAT 1. LEVEL 2 FLOOR DEMO PLAN MAGNETIC GLASS BOARD 4X10 WITH GLASS IMPROVEMENTS A202 SCALE: 118"= V-0" 216 PROVIDE 4'X8' PAINTED FIRE-TREATED PLYWOOD 7185 SW SANDBURG STREET I H TG TF E D C A510 B A SUITE 000 TIGARD, OR 97223 1 120'-0" I I I I I I I I I 4'8' 1/2"' 15'-31/2" 20.0„ 2U'_0" 20.0„ 20.0„ 15'-31/2" j4'-81/2'' I{�I _ __- --- 40 II I I I I (�........-----I---- ------- , 030 I �1 028 I 1( I I I 1 SHEET TITLE: c" 101 LEVEL 2 - DEMO 1 1 & NEW FLOOR I SERVER (E) MEN'S (E)I*MEN g J 1 a PLAN z 1 77 STAIR ( B 9 I 226 1227 i 2 As10 2 1I 1K'' 'I' Typ.II 1 10'-0" 10.2„ 9'-10" 10.2„ — ENTRY 1 B 1 20CID 0 1 I A82o BREAK RC B s2o ( 216 zz5 ^---- 2 FEC i 1 STAIR 223 EC 204 204 2oa 204 204 z 1_-- - t ----q. 1 � ' 1 t - 1 --- I 2 LEGEND I R 1 2o4 z I -------- ------ 7 213 1 1 = KEY PLAN: OFFICE OFFICE OFFICE OFFICE OFFICE 222 __. 1 B 21 211 0 20 215 ONF \ 2 N221 41-01- 1-4- 1'-0" 4'-0" 4'-0" 1'-0" 1'-0" 4'-0" 4'-0" 1'-0' 208 I ADA RR r 1 NOT IN SCOPE I I 204 Imo` 1 289 I 1 I a N EXEC OFFICE 2 Z 2 CIA Z DECEPTION N T-7-1 221 O O O A O O 1 1 201 f A821 `COFFE� --�� DEMOLISHED OR TO BE RELOCATED I ( 1 82 1 0 A 203 7- I _ j/ MORE INFORMATION) 214 213 r--- ---, (REFER TO KEYED NOTES FOR -1 1 a D - WORK/COPY A820 ? To' BENC IART f_8 3 6 O B 821 A821 13to A510 4 0 1 - - --- E — — — n RA TOFLA RKAREA — — _ _ — _ — — 0 EXISTING TO REMAIN - I - -I 1 z = 205 F- 1 T \�' A 1 RR N207 N206A 1'-6" n �, 204 �' 207 1 YOGA 6'-8" 17'-6" 4'-8" I NEW FULL HEIGHT PARTITION TO True North =1 •- / 206 821 5 ! _ _--- --- _-- --_ �—- - STRUCTURE, SEE 51A130 EXEC OFFICE - $ o I DRAWN BY: Author 220 N220 __ 1 WELLNESS I N I D N ¢ _ - NEW FULL HEIGHT PARTITION 6" N219 N216 — _ HIDDE RAGE r 204 17 204 6 9 2 2 213 - n N ABOVE OF GRID, SEE 6/A130 --- --- �- 204 cD 9 m I N217 --- LARGE CONF 4 q A820 9' 8" R N FEC s I i I N 1- I 202 I u EXTINGUISHER CAB B FC REVISIONS A PERMIT SET EVISIONS 08.2021 204 SEMI-RECESSED MOUNTED FIRE zl o A o i `, i OFFICE 15 A821 EXEC OFFICE I � ' EXEC OFFICE m 1 1 204 205 I O DOOR&RELITE TYPE. SEE A700 1 NI 219 1 0 204 2161 N218A P B N208 I 204 14 '--------- — N ® NEW EXTERIOR WALL TYPE m 18 F1 820 m ¢ 20.6„ B CLR 19.91, 10.0„ 14.10„ 15-0" 25,_0" `J Yil 3 %lm DEMOLISH EXISTING FLOOR U nA51 SHEET: 0 2. LEVEL 2 FLOOR PLAN A202 v A202 SCALE: 118"= 14" v o ISSUE FOR CONSTRUCTION o SET-08.20.21 LRSArohite ts,1m ©2021 GENERAL NOTES A. SEE A200 SERIES 1/8" SCALE PLANS FOR ADDITIONAL INFORMATION. B A B. SITE INFORMATION FOR REFERENCE ONLY. SEE SITE PLANS. C. ALL DIMENSIONS ARE TO FACE OF STUD LINO OR CENTER OF WINDOW OPENING, COLUMN, OR GRID. A R C H I T E C T S EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. DIMENSIONS 720 NW Davis 503.221.1121 INDICATED AS"CLR MIN"ARE TO FACE OF FINISH. D. ALL EXPOSED STEEK TO BE PAINTED. VERIFY COLOR Suite 300 503.221.2077 Lf WITH ARHITECT Portland OR 97209 www.Irsarchitects.com KEYNOTES 003 NEW BICYCLE RACK PER SPECIFICATIONS D c1 to 016 NEW GUARDRAIL TO COMPLY WITH ADA A901 2 iv STANDARDS. PROVIDE HANDRAILS AT 016 O EXTERIOR STAIRS ONLY a a 029 LINE OF ROOF ABOVE,TYP. mm Lu 240 PROVIDE NEW HANDRAIL AT EXISTING l INTERIOR STAIRS 241 NEW METAL CANOPY ABOVE ►� ► 016 I 242 PARTIAL HEIGHT WALL AT CENTER OF STAIR PO�TLIND,Ot�d1 TO REMAIN. B OmFoe 003 3 61 u� V 241 r - - - - - - - - - - - - - - - U)- - -- -- - —1— - - -- - a 61 I w 029 — —� 1 0 3A 3$— �^ I 910 CONSULTANT: 4 910 14 1 F ill I - IEI 14 I 2 E 61 o _ I -- - J 240 240S w FT in nP W 242 F `D h PROJECT NUMBER: 221019 I LT-6" NORTHPO/NT WM IMPROVEMENTS 3'6" 2'-11" 7185 SW SANDBURG STREET 1. LEVEL 2 ENLARGED FLOOR PLAN SUITE 000 TIGARD, OR 97223 A240 SCALE: 1/4"= 14" SHEET TITLE: ENLARGED PLANS LEGEND KEY PLAN: NOT IN SCOPE DEMOLISHED OR TO BE RELOCATED II (REFER TO KEYED NOTES FOR MORE INFORMATION) z CD a m a 0 EXISTING TO REMAIN I NEW FULL HEIGHT PARTITION TO True North =I STRUCTURE, SEE 5/A130 U DRAWN BY: Author QI NEW FULL HEIGHT PARTITION 6" ABOVE OF GRID, SEE 6/A130 a+ B IFC REVISIONS 08.20.21 n SEMI-RECESSED MOUNTED FIRE FEC EXTINGUISHER AB Z I O DOOR&RECITE TYPE. SEE A700 0 N N i NEW EXTERIOR WALL TYPE m J N oDEMOLISH EXISTING FLOOR cn U SHEET: LO A240 0 a v o ISSUE FOR CONSTRUCTION o SET-08.20.21 LRS Ambltects,U¢.©2021 I H G F E D C B A GENERAL NOTES A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. VERIFY ALL DIMENSIONS AND I I I I CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER A R C H I T E C T S SCALE. I I I I I I C. SEE SHEET A180 FOR CODE REQUIREMENTS FOR 720 NW Davis 503.221.1121 SUSPENDED CEILINGS Suite 300 503.221.2077 D. REPLACE MISSING OR DAMAGED CEILING GRID TO MATCH EXISTING BUILDING STANDARD,AND PROVIDE Portland OR 97209 www.irsarchitects.com NEW I I I I I 1 r i j i BUILDING UNO. E. SPOT ELEVATIONS ARE FROM FINISH FLOOR TO 1 SURFACE OF CEILING. y F. ALL ACCESS PANELS, DIFFUSERS AND NON-NOTED - FIXTURES TO BE FINISHED TO MATCH ADJACENT CEILING FINISHES. I I I I G. VERIFY ALL MOUNTING HEIGHTS ONSITE WITH I ARCHITECT PRIOR TO INSTALL. 11 H. LIGHT FIXTURES , SPRINKLERS AND ALL OTHER II I I CEILING MOUNTED EQUIPMENT TO BE CENTERED IN I I ROOM,AREA AND/OR ACOUSTIC PANEL UNO. CHEilE G SUIRR I I I I m I. PLACE ALL VAV BOXES AND MECHANICAL EQUIPMENT ABOVE ACP CEILINGS. OTHER PROPOSED LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO 1 --r--r--r--r--r--r--r--r--r-- --r--r--r--r--r--r--r--r--r-- --r--r--r--r--r--r--r--r--r-- --r--r--r- ly 1 I 11 11 1 1 1 I I CONSTRUCTION. �/� -'-- -- - I ------------------ - - I __I 1 1 J. ALL TRADES TO PROVIDE SEISMIC UPGRADES AS iJr4�/ 1 1 1 1 1 1 \\11 I I I I I 1 1 1 r--r--r--r--r--r--r--r--r-- -- -r--r--r--r--r--r--r--r-- r--r--r--r--r--r--r--r-- --r--r--r- IL� -i_L1 -r LREQUIRED BY CODE `z K. SUSPENDED ACOUSTICAL CEILINGS TO BE CENTERED OFF IN ROOMS WITH SEPARATE GRIDS, UNO. v' I I I 1 1 I I I In' L. ALL LIGHTS TO BE ON DIMMING CONTROLS, UNO. I I I I I I I I I I I 111 I I I I I J I I I I I I I I I i I I I I I I 1 I I I I I I I 1 I I I 1 1 II I I I I I I I M. PROVIDE SEPARATE HVAC ZONES FOR CONFERENCE ROOMS WITH 8+ PEOPLE, BREAK ROOMS,AND I I I I i I I I I 1 III I I I I I I I i i i 1 I I i I I I I I I 1 I I I I I I I I I 1 I I I TRAINING ROOMS ETC I I I I 1 II I I 1111 I I I I I I I I i I I I I 1 I II 1 i I I I I I I I 1 I I 1 11 I 1 I I I I I ,� Il � i -'--'--'--'--'--'--'--'--'--'}-'--'--'--'--'--'--'--'--'--'�-'--'--'--'--'--'--'--'--'--'� - -- --'--'--'--'- ( N. PROVIDE RETURN AIR SOUND BOOTS FOR SOUND ATTENUATION AT ALL LOCATIONS. I I I I I 1 I I I I 111 1 1 I I I --�,-�- --C,C--CCc--,= TERY BACKUP AT EGRESS 0. OE INTEGRAL BAT 401 I 1 111 1 I I LIGHTING IF POSSIBLE. I I I I 1 I I I I I I I I I I I i I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I 1 I i I I I II I I I I I 1 1 I I 11 l I I I I i I I I I I I I I I I 1 I t I I I I I I I I I I 1 rl I I I I - - -- --'----'-J I 1 1 1 I 11 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I 1 I I I I 1 I I I I I I 1 I 1 1 I I I I I 1 I 1 1 I I I 1 I I I I 1 I I 1 J I I I I I 1 I I I I I I j1 I 1 I I I I 1 I I I I I I I I 1 1 I I I 11 I I I I I 1 I 1 I 11,"1 I I I I I 1 I I I, _41 „ I 1 I 1 I 1 I CONSULTANT: I I I I I 1 I I I I I I I I I I I I I I i i I I I 1 I 1 1 I I I 1 I I I I I I 1 I I i I I I I I I I I I I 11 I I 3 I 11 I I I 1 I I I I I I I I I I I I I I I I 1 I I I I 1 1 111 I I I I I I I r l I I i I I I 1 I I I I 1 1 1 1 11 1 I I I 1 I I I 1 1 II j 1 11 I I II I I 111 I I I 1 I I I I I I I I I I I I I I I I I I 1 I I 1 II I I I 1 I 1 11 I I I I I I I I I I I I I I 1 I I I I I I I I -------------- KEYNOTES I I I r- rrj r r r�j l l 1 I i l l y- I I t I I I I -r-1--T--r-1--T--Tr I I If 1--T--r-Z--T-- �-r-Z--T 1--TAT--r--1--T-- f T T--T-T-T--T I I 1 1 I 11 I I I �� I I i I i I I I III I 1 I I I 1 II I I 1 1 I I 111 I i i 11 I I I I 1 -,--,--,--,--,--,--,-a --,--,--,--,- 11 --,--,--,--,-a --'--'--'- - -'--'-- -- 11 -'--'--'--'- - -- 111 -- --'--J 401 REMOVE EXISTING CEILING AND LIGHT I I 1 1 I I 1 1 I I I I I I - 1 i 1 1 I I lil I I 1� 1 1 1 j1 I I I ' 1 1 I I Ili i I 1 I I I I I I 1 I I FIXTURES IN ITS ENTIRETY. I I I I 1 I I 1 1 1 I i 1 1 1 1 11 1 1 1 1 I 1/ 1 1 1 I I III I 1 1 I -,--,--,--,--,--,--,- --,--,--,--,- __1111-11-11111r-'--'--'--'--'--'--'1 -'-- -- -- -- -- - -- --'--'-- a-'-- -- --'--'n-'--'--'--'--' -- --'--'--'-- -- - 402 PROVIDE NEW EXHAUST FAN. I 1 _ I �_ I III _ 1_JS- i- I 11 I I I it I) I 11 I 1 403 PROVIDE NEW EQUALLY SPACED LED 1 - 11 I1i - 1 - I- 1 - 1J,- I1 I1 1 I1 I1 I1 I PENDANTS ON SEPARATE SWITCH. - - - ' - ' I i- I I I I I I I I I I RCP LEGEND PROJECT NUMBER: 221019 NOTE: GRAY TRIANGLES IN LIGHT FIXTURE SYMBOLS NORTHPOINT WM DENOTE EMERGENCY LIGHT FIXTURES 2x4 ACOUSTICAL SUSPENDED CEILING. IMPROVEMENTS 1. LEVEL 02 RCP - EXISTING/DEMO SOFFITNONRATED GYP. BD. NONRATED � ONE LAYER GYP. BD. SUSPENDED SYSTEM. A401 SCALE: 118"= 1'-0” ®® LED LAY-IN LIGHT FIXTURE 7185 SW SANDBURG STREET SUITE 000 LED PENDANT FIXTURE TI GARD, OR 97223 ® PENDANT LIGHT FIXTURE I H G F E D C B A +0 INDIRECT PENDANT LIGHT FIXTURE I I I I I 3 I 1 EXIT SIGNS(W/INTEGRAL ARROW WHERE Ie2610 I 610 OCCURS)FLUORESCENT LIGHT FIXTURE SURFACE MOUNT I I I I I EQ EQ L EM EMERGENCY LIGHT L9 L �L- I I I I oy r1 11 O 0 RECESSED CAN LIGHT L_3 p " p 610 SHEET TITLE. UNDER COUNTER LIGHT D Q WALL MOUNTED LIGHT FIXTURE LEVEL 2 - L-3 C� I I I 1 Y w EXISTING/DEMO REFLECTED CEILING PLAN 4 (7 I I I I I L4 sa O w 9_° w•,, — w — — (91-T) L-4 TY . EQ a o a M — L-7 -' g,_0„ 9 °» 9'-U" g' 0" 9'-0" OTYR L'3p 0 f a EM 1 EM EM I EM EM g, _o„ 8' o" q L4 L-4 L4 L-4 L4 0" 402 403 n 10.9p. 1 1 O TypL 4 M I I EM O O P-2 C7 I I 60 KEY PLAN: w I I 4 m 9,_0» g,_0„ L � L-1 TYP. L 8® w � OEM �\ 9'- N 94 I I �� P-2 O 10" 8'-o" I I OEM 13,_7„ BE g�_0�� a I - L-1 a M _ _ _ 3 - Cp 400 - LIGHT FIXTURE SCHEDULE — — — L4 — — C 403 TYP. O O 13 L4 L-4 �. g ° p M L4 8,_0„ 8,_0„ 8,_0„ o n E TYPE MOUNTING HEIGHT _Lrow 9'-0" E w f f & MARK LIGHTING TYPE MANUFACTURER MODEL DESCRIPTION (AFF) EM ¢I I I M \-L-5 w EM P. 9 o L4 L 5' L EQE O o EM TYPp L 3 pEME(rE w L-1 True North a O O � L-2 RECESSED CAN GOTHAM ARCHITECTURAL EV04S0 35/10 AR LS EVO 4"SQUARE DOWNLIGHT,80 CRI, 3500K, WA = 1 1 w 9-0 1 EM w I LIGHTING (BLACK HOUSING) 1000LM, MED DIST, CLEAR SPECULAR DRAWN BY: Author ¢ 9'-0" 18'_9" EQ d M I - o O O O - w L-3 RECESSED CAN GOTHAM ARCHITECTURAL EV04SQ 35/10 AR LS EVO 4"SQUARE DOWNLIGHT,80 CRI, 3500K, WA p o) L-2 L-2 L-2 p LIGHTING (WHITE HOUSING) 1000LM, MED DIST,CLEAR SPECULAR L4 Typ.L4 9' °° 402 p 9,_0„ M EM I 1 9'-0" L 3 1 g4 I 9'-0" I 1 d L4 LAY-IN LITHONIA LIGHTING BLT SERIES 2X4(26LT4)OR 2X2(2BLT2) WA c M LG- w A PERMIT SET REVISIONS 07.12.21 L-5 UNDERCABINET KELVIX DL TAPE WITH A 502A RECESSED CHANNEL NIA c EM OFyp O - 0 O \ LIGHT B IFC REVISIONS 08.20.21 2 I I 9'-0" O EM L4 9'-0" p p w ' a L-6 PENDANT LIGHT TENANT PROVIDED CONTRACTOR INSTALLED 8'-0" �1 _ _ _ _ _ _ _ �,., _ EM w EM _ ,y L-7 PENDANT TENANT PROVIDED CONTRACTOR INSTALLED 8'-0" o I I \ / L-8 PENDANT TBD WAITING ON APPROVAL 6'-0" w EQ EQ EQ EQ EQ EQ v L-9 WALL MOUNTED LITHONIA WEDGE 1 LED WALL PACK N/A Q — — — I- - — — — — I — / — — — I— — — - - �— — � — — PACK s 0 e 0 0 °1 L f U SHEET: 2. LEVEL 02 RCP v A401 SCALE: 118"= 1'-0" A401 v a ISSUE FOR CONSTRUCTION o SET- 08.20.21 LRS Architects.Ina cd 2021 GENERAL NOTES A. SEE WALL SECTIONS FOR PARTIAL ELEVATIONS NOT SHOWN. B. SEE 1/8"FLOOR PLANS FOR EXTERIOR DOOR AND WINDOW TYPES. L f C. SEE DOOR AND WINDOW TYPES/SCHEDULES FOR A B C D E F G HTI ADDITIONAL INFORMATION. A R C H I T E C T S D. PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ADJACENT MATERIAL OR FINISH COLOR UNO 720 NW Davis 503.221.1121 13 E. REFER TO RCP'S FOR FINISH MATERIALS OF SOFFIT T.O.PARAPET-- AREAS. Suite 300 503.221.2077 008 027 I I I I I 28 - $ Portland OR 97209 www.Irsarchitects.com 002E:11 Y IIS 111 \I ® F1170_ ---- - - ----- --- }I- _ _ — LEVEL 02 —022 I ( 121 - 6" FOINUM 77=77777=1III 11-111-III I III I- -III I III—I I-II III 1=1 11=1I IIII—III-1 11= I1=1 11=111=1 I1= ��'�Ly' � =1T1=1�1=1�1=I�1=I�I=1�I III—III 1�I=ITI=I�1=I�I=III=1 I I�I I I—ITI Ti=1�1=ITI=III=I 1 I—I i I�I 11—III-1 I I=1 I I I I I OF CI�� 1=1 I-1 I-1 1=1 I=1 I=1 1=1 t 1=�1=1 I-III-1 I-ITI-III=1 I -1 1=1 11=1 I-1 I-ITI-1 I-I I-�1 I-I I-1 I-I I- ❑�❑ �I—III—I I_I 1 I—I�I�f 11_11 111=III=I 11=III=11 -111-11 I-11 III—III—II I—III—I 1 I—I I V I I I—I I I—I I I—III I I I—I I=11 1=1 I I—i I I—I I IE I i 1 1 1 1 I-11 1 III I�1 I I I 1 1-1 1-111=111-1 I I=I 11-1 11=111=I I I=111=I 1=1 I=1 I=_ LEVEL 01 -111=11111JJJ .. . I I-11 —1 IL=I1. . ... . f LLI I=1 1-11L1 IL=1111=111=111= : - 11=111=111=11 1=111=1 11=1 1=111=T11111=11f_1=It=1E11I_UI =111=I 1=1 11=1 11=1 11=1 =1 1=111=111=111=1 11=111=111= 11=1 I I-1 11=1 I I 1 I 1=1 11-1 11 1 I I- I I I=111= =1 1=1 1-1 =1 1=1 1 = =1 I =1 1=1 11=111=1 I f=I I I I I=1 11=111=1 11=I 11=1 I -1 — 0" Arch WWI I=111=III=1 I I=1 I =1 I I I=1 I I _ =1 I I-1 I I—II I I I=1 i i=1 I=111=1 11=111=1 11=1 11=11 =1 11= 1 11=1 11=1 11=1 l=111=111=1 1=111=111=111=111= 1 =111=1 1=111=111=111=111—I 11=1 11=1 11=1 11=1 11=1 1=1 11=1 —I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I I—I 11=1 11=1 1=1 1=1 11=1 —I 1=1 1. NORTH ELEVATION - EXISTING AND DEMO A501 SCALE: 1/8"= 14" KEYNOTES CONSULTANT: 002 EXISTING STEEL GUARDRAILS TO BE REMOVED IN THEIR ENTIRETY. CONTRACTOR TO PATCH PENETRATIONS IN EXISTING CONCRETE TO RECEIVE NEW GUARDRAIL, SEE FLOOR PLAN SHEET A001 008 EXISTING SHED ROOF TO REMAIN. 5 OF WALL TO BE 4 3 Z 1 022 REMOVED OWN EXISTING NO EXISTING CONIC WALL 023 EXISTING ENTRY SYSTEM TO BE REMOVED T.O.PAR — A � IN ITS ENTIRETY _ 28' - 8" 8,' - $8„ 025 EXISTING WINDOW TO BE REMOVED 026 EXISTING SIDING TO BE REMOVED I t � ( 027 EXISTING EXTERIOR LIGHT TO BE 022 025 REMOVED. r 'I�� m❑ _ _ _ ____ 002 026 a=== ==== 9_1--- LEVEL 0 - - -I - - - - - - 12' - 6" LEGEND PROJECT NUMBER: 221019 =4 — — — — — — — — — — — — � 6 J PORTION OF STRUCTURE TO BE DEMOLISHED NORTHPO/NT WM =1 —III =111=1 I =1 =1 =1 i 1=11 I=1 I III=111=111=111=111=1 i 1=111=111 III=1 I I 111=1 I I=1 = 11=1 I=111=111=1 =1 11=111=1 I =1 — =1 I I 11_ 11 11 I III I I I—I 1—_ IMPROVEMENTS (=111=111=1 I I I i i=11 =1�I=1 11=111=1 I I=11 I=I 11=1 11=1 I -1�1=1�I=111-1 11=1�1=111=1�I=1 1=1 11=111=1�1=i 11=1�1=1�1=LII=1�1=111=111=i 1 I=1 I I-1 I I=1�I=1�1 _III=1 I =111= I I=1 I —I I=1 11=I 1=I 1=I 1=1 11=1 1=1 1 111=1 1=I 1-111-1 11=I I-III-11 1—I -I 1 I-11 1=11 i-1�I=1 1=1 I-1 I=I I-III-111=111-111=1_ = = 1=1 1=1 I II 1=I 1=I I=1 I=1 I=1 I=1 I=I 1=1 1=1 I I=I 11=I 11=_ 1=111=111=111_111=111 111=111-111=111=11 I=111=1 I E —1111111 I I I I—III=1 11=1 11=11=1 11=�=1 11-1 11=1 I I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I 1=1 I I—III—I 11=1 —I 11=1 11=1 1=1 11= 111 1 I-1 I L-11 1 I Ill=U1=III—I ISI 11=1 I I=1!L-11I I I= 11=1 IIW=i I I—I ISI 11=1 1 11=111 111L�I LI U ll-1 11=1 I ISI 11=1 I I=UL—lll I I�1L I I-I IL=111.11L=_ LEVEL01 1=1 I I=1 =1 I I III=1 =1 I I=1 I=1 =1 I I=1 I I=1 =11 I=11 =1 =1 =1 -1 11=1 11=1 1 1. 1=1 1=1 1=1 =1 1=1 I1=1 1=1 1=1 11=1 1=1 11=1 11=1 11=1 11=1 1=1 1=1 11=1I 1=1 1=1 11=1 11=1 1=1 11=1 1=1 11=1 1=1 11=1 11=1 1=1 11 0" Arc .I 11=1 11=1 11= 11=1 I I I I I=I 11=1 11=11 1=III=1 1 I=1 11=1 I�I 1 1=1 11=1 I IJ 11=1 11=1 11=1 11=1 I I�I I—III I I I=1 11=1 I I—I 11=1 11=1 I I—I 11=1 11=1 11=1 11=1 I I—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I IJ 11=1 11=1 11=1 11=1 I I=1 11=1 11= 2. EAST ELEVATION - EXISTING AND DEMO 7185 SW SANDBURG STREET A501 SCALE: 1/8"= 14" SUITE 000 TIGARD, OR 97223 I H G F E D C B A - _ T.O.PA$PETE Ill � illlllllllllilllll } ' SHEET TITLE: El I I ❑�� - 002 EXISTING / DEMO I I I I I I LEVEL 02 EXTERIOR 12' - 6" ELEVATIONS I ► I I �_��__ --- 13---- === ===- ---- ---- --= _= -- -_ - , w- F---- ---- ___� -- - -- I 1111�II I I I _2 ME =:__-- _-- — II—III III—III III III --- _` =_____ =____ - - --- - --- ---- =11�=III=III- I=111=111=I 1=111=11�=I I=1 - - =111=1 I I=1 I=1 I=1 1=I I=1Ti—ITi__1Ti-1 1-1 1—I 1=1 I=H E 1i-1 I=I 1= _ -_ I - - = I 1=1 11=1 11=1 11=1 I I—i 11=1 11=1 11=1 11=1 11=1 11=1 I I- GENERAL NOTES A. SEE WALL SECTIONS FOR PARTIAL ELEVATIONS NOT SHOWN. A B C D E F G H I B. SEE 1/8" FLOOR PLANS FOR EXTERIOR DOOR AND WINDOW TYPES. C. SEE DOOR AND WINDOW TYPES/SCHEDULES FOR L f 3 030 ADDITIONAL INFORMATION. A R C H I T E C T S 1 D. PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO 610 I I 610 I I I I I I MATCH ADJACENT MATERIAL OR FINISH COLOR UNO 720 NW Davis 503.221.1121 028 E. REFER TO RCP'S FOR FINISH MATERIALS OF SOFFIT T.O.PA_RAPET AREAS. Suite 300 503.221.2077 Z501 28' - 8" Portland OR 97209 www.Irsarchitects.com I I I I I I 017 ❑ ❑ u oza 030 016 cip,mm YD- a LEVEL 02m FORTLAW CROWN =III=III=III—III=III=III=III I I i 71=1 1 I I-1 1=1 11=1 11=1 11=1 11=1 11=1I 1=1 I I-1 I-1 11=1 11=1 11= �1=1�— OF 1=Ti—I —I —ITI—I III—I i—I I—i I—III 11=ITI=Ti—I I—I i I—I I—ITI—III—I 1=1 I I—I I— i i—I —I 11-1 ILIF - -i -1 —I —I 11=Ti— II I—ITI I—❑= 1=1 1=1 1=1T1 1=Ti=1 1=1 1=1 —I 1=1 —I Ii 1=1 1=1 1=1 �I—III—I�I—I�1=1�I—I�I 11�=1�1=�-1�I-ITI i I i—I�1=1�1=�=1�1=1 11=1�I—I fTl=1�1=1�1=❑-1 I I-1 11=1�1=1�I- I I I Jl1=11 Ia 1I 11 J I — 11=11L=I —_ I= 1 I=1I�-1 I�=I lL—Il l I I-111—III—I I 1=Ill 111 I I— _ _ LEVEL 01 OL I I=11 I-11 =11 =11 _ -11 I-1 III III=11 -III=1 I-1 l-1 I-1 I I-1 I I-1 I I-1 I I-1 11= I I-1 I I-1 I I-1 I -1 I I-1 - I-1 I - -1 I I- -1 I I-1 = I I-1 III-1 I I-1I I-1 I I-1 I I-1 11=1 11=1 I I I=1 11=1 11=1 1=1 I I-1 I I III 0" Arch -1 11=1 II -1 I II =1 I I-1 I-1 I -1 -1 II =1 1=1 I-1 -1 11=1 -1 I I-1 II I I-1 11-11 I-1 -1 I -1 I I-1 ME I 111-1 I i-11 i-11 I-1 11-11 1=1 11=1 1=1 1=1 I I=1 1=1 I'1=1 1=111=1 1=1 1=1 11=1 11=1 11=111=1 1=1 1=1 11=1 1=1 11=1 11=1 11=P11=1 11=1 I I=1 1=1 I f—I 1=1 11=1 11�=11 1-11 1=111=1 11=111=1 I=1 I 11=1 11=1 11=1 11=1 1=1 11=1 1=1 I I 11=1 11=1 11=1 1=1 11=1 I I I I� 1. NORTH ELEVATION A510 SCALE: 1/8"= T-0- KEYNOTES CONSULTANT: 003 NEW BICYCLE RACK PER SPECIFICATIONS 016 NEW GUARDRAIL TO COMPLY WITH ADA STANDARDS. PROVIDE HANDRAILS AT EXTERIOR STAIRS ONLY 017 NEW METAL CANOPY. 018 NEW WINDOWS AT EXISTING STAIRWELL. 5 4 3 Z 1 2 024 NEW ALUMINUM STOREFRONT ENTRY SYSTEM s10 028 NEW LITHONIA LIGHTING WEDGE LED WALL _ _ T.O.PARAPET MOUNTED WALL PACK LIGHT FIXTURE -_ — — — — — — 28' - $�� ABOVE. 030 NEW LITHONIA LIGHTING WEDGE LED WALL - - --- MOUNTED WALL PACK LIGHT FIXTURE 501 I 510 - ABOVE. PROVIDE POWER FOR NEW LIGHT y FIXTURE. 302 NEW ROOF GUTTER&DOWNSPOUT PAINTED 501 REMOVE EXISTING FC LAP SIDING SYSTEM 1711:1 [E]FIE] ❑ I 016 AS NEED, REPAIR/REPLACE TO MATCH 510 NEW FC LAP SIDING, PT BLUE TO MATCH B 4 o EXISTING N LEVEL 02 — — — 003 — — — — — 121 - 611 PROJECT NUMBER: 221019 _ NORTHPOINTWM L _-- ________-111 11-1 I I I-1Ti- 1-Ti-1 1 1 1-1 1-1 1-1 1-1 1-1 1-1 I-1 I-Ti-1 1-1 1-1 1-1 1-1 1-Ti-1 1-Ti-1 1-1 1-1 I-1 1❑ IMPROVEMENTS — - =111=111=11 =111=111=111=111=111=111=1 I I-1 I.111=1 I 111-111=1 -1 I I-111-1 I -1 I I-111-111-111=111-1�1-1 11-1 I I-111-1 11-111-1 I I-1 1-1 11-111-111-1 11-11 I- I r-1 I I-1 11=1 11-1 I i-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 11-1 , I—�302=1�1-1 1-1 1 1 I I-1 1-1 1-111-1T1-1 1—I i 1-111-111=11 1-1 1-1 11-111-1 1=111-1 1-1 1-1 1-1 1-1 1-1 I-. -111=1 I I=111_111= =111=111=111=1 1=1 11=1 11=1 1= =111=1 1=111=1 1=1 1=111=1 1=1 x_: 11= ==1�1=1�I__ 1=1 1=11 I-1 1—I 1—I I-1 11=1 1-111-1�1-11 1=11 1 -1 I I-1 I I- I-1 I I III-1 -1 I I-1 =1 I-1 -1 I I=1 I I III lL—I i CI Li-11�i __ LEVEL_01 =1 I I-1 11-1111 11=1 1=1 1=1 11=Till—Ill=1 11=1 1=1 11=1 11=1 11=1 11= 1=1 11=1 -1 I-1 1=1 1=1 I -1 1=1 11=1 1=1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 11= o" Arc 1=1 1=1 11= 11=1 I I I I I=1 —I 1=1 I I—I 1=1 1=1 I —I I I I =1 —III III—I I IJ I I_I 1 1—III I I I=1 1=1 I I—III III LI I IJ —I 11=1 I IJ 11=1 11=1 11=1 1=1 1=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I—I I I- 2. EAST ELEVATION 7185 SW SANDBURG STREET A510 SCALE: 1/8"= 14" SUITE 000 TIGARD, OR 97223 I H G F E D C B A I I I I I I I I I T.O.PARAPET I 28' - 8" I . Ia I SHEET TITLE: ❑❑ ''. E ❑❑❑ EXTERIOR I — — — - — LEVEL 02 ELEVATIONS o,6 I 12' - 6„ i 003 _ I I I I 'LE11:111 I�1=111—I _ _ I III 111 111 111-111 I/ 71— — — — — _ _ _ —_— —111—I�1-111-1 1=1-I 111 1111—I 1 I—I 1 I-111-111—I _ _ _ =111=111=111=111 111=111-111— 1-11 I—I 11 1 I 1-1 11=1 I F — — _ =_-LII== II—IIJ-111-111=_W-1J _ JII—J1�111=111-11�1ILI ==W-IJL-1U�lL�l. . 1=1I _-111=11LU1_I LEVEL o1 I=1 I -1 I I I I 1=1 I I 111=11 I-111-111-1 I I-1 I I III-1 I I-1 I I=1 I I-1 I=1 =1 I =1 I I III-1 I I=1 =1 I I=1 =1 I I=1 11=1 I I I I I=111=1 I I-1 11=1 11=1 11=1 I =1 I =1 I =1 =1 I I=1 I I-1 I I=1 I -1 11=1 1=111-111-111=1 =1 =1 I=1 I I=1 I I=1 I I=1 =1 I I=1 =1 0" Arch =11 I-1 I I-1 I =1 I -1 I=1 I I-1 I -1 I I-1 I I-f I I=1 I-1 I I-1 I I-1 -1 I -1 11=1 I-1 I -1 I I-1 I I-1 I I-1 I I-1 I -1 I I=1 I I-1 I I I I=1 I I-1 I=1 I I-1 I I=1 I-1 I I-1 I I III-1 I I-1 I-1 I I-1 I I-1 I I-1 I-1 I I III-1 I I-1 I I-1 I I-1 I -1 I I III-1 I III-1 -1 I-1 I I-1 I- 11=1 I I-Ll =1 11=1 1=1 11=1 11=1 11=1 I I-111=1 11=1 11=1 I I-1 11=1 I I-1 I-1 11=1 11=1 11=1 I I-1 11=1 11=1 I I-1 I=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 11=1 I1=1 1=1 =1 I I-1 11=1 11=1 I I-1 11=1 11=1 I I-1 1=11 I-111=1 I I-111-111=1 I-1 11=1 11=1 11=1 1=1 I I-1 -1 —III—IIIIII—III—III—III-1 I I—III—III-1 I I—III—III—III—III III—III—I 1 I—III—i i I—III—III—I 11—III—I 1 I—III—III-1 1 1—III—I I1-1 I I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—II I—III—III—III—III—III—III—III—I I I- 3. SOUTH ELEVATION A510 SCALE: 1/8"= 14" m E 1 2 3 4 5 N UT.O.PARAPET DRAWN BY: Author Or — — — — 28' - $.. ' 017 I c I I A PERMIT SET REVISIONS 07.12.21 B IFC REVISIONS 08.20.21 r ml 04 c\1 FDF]i Z 016 I 016 LEVEL 02 o � LIE Li FEE1❑ i. U -111-111—III— I I I --LEVEL 01 -111—I I I-111-111-111-111-111—III—I I—III—1�I-11 I-111-11 =111-11 111-1�1-111—I I I-111-11 I—I 1 I-11 I 111—I 11-111- 11-1 L1-11 — 1-111-111-1 11-111—I 11-1 11-111-1 0" Arch SHEET: a I=1 11=111=III—III—III—III—III=1�I—III1 1 1III=1 I I—III I I I=1 I I I I I=1 I I-1 11=1 11=1 11=1 I I III1 I I III-1 t 1=1 I I=I 11=1 11=I 11=1 11=1 I I I I I=1 I I 1 I 1=1�1=1�1=1�1=1�1= A 5 1 0 4. WEST ELEVATION 0UCT o A510 SCALE. 118"= V-0" ISSUE FOR CONST .21ro LRS Architects,lm,©2021 700 - DOOR SCHEDULE DOOR GENERAL NOTES DOOR IDENTITY DOOR PROPERTIES 7777-- FRAME PROPERTIES DETAILS ROOM DOOR DOOR FRAME SCHEDULE KEY A. ALL DOORS SHALL MEET ALL APPLICABLE FEDERAL AND STATE ACCESSIBILITY REQUIREMENTS.ALL DOORS SHALL LEVEL MARK ROOM NAME NUMBER SINGLE/PAIR PANEL WIDTH HEIGHT THICKNESS DOOR TYPE I MATERIAL DOOR FINISH GLAZING FRAME TYPE FRAME FINISH MATERIAL HEAD JAMB THRESHOLD TRIM GROUP FIRE RATING O B COMMENTS HAVE A MINIMUM 32"CLEAR OPENING.ALL DOORS SHALL HAVE A MAXIMUM 1/2"THRESHOLD HEIGHT UNLESS SHOWN OTHERWISE IN APPLICABLE DETAILS WITH COMPLIANT RAMP THRESHOLDS. LEVEL 02 N200 ENTRY 200 PAIR T-0' 8'-0" 13/4" SF1 SF MFR-A GLA MFR-A 2/A910 1/A910 3,4,9,10,12 B. FOR DOORS WITH 60 OR 90 MINUTE FIRE-RESISTIVE RATINGS, GLASS MAY BE A MAXIMUM OF 100 SQUARE INCHES AND L f s SHALL NOT EXCEED THIS SIZE. WIRE GLASS IS NOT ALLOWED IN DOORS SUBJECT TO HUMAN IMPACT PER IBC CHAPTER LEVEL 02 N201 RECEPTION 201 SINGLE T-0" T-0' 13/4" FS2 WD-S TS GLA KD1 MFR-P MTL B _ 4,6,12 24. A R C H I T E C T S LEVEL 02 N202 LARGE CONF 202 SINGLE T-0" V-0. 1 3/4" FS1 WD-SC TS - KD1 MFR-P MTL - 1 C. FIRE-RESISTIVE RATED DOORS LIMITED TO MAXIMUM OF 100 SQ. IN. DIMENSION FOR GLASS, IT SHALL BE NO MORE LEVEL02 N204 OFFICE 204 SINGLE 3'-0" 8'-0" 13/4" FS1 WD-SC TS KD1 MFR-P MTL - 1,5 THAN 4"WIDE. 720 NW Davis 503.221.1121 LEVEL 02 N206A YOGA 206 SINGLE 3'-0" W-0" 1 3W' FS1 WD-SC TS KD1 MFR-P MTL - - 1 D. FOR DOORS WITH 45 MINUTE FIRE-RESISTIVE RATINGS, GLASS MAY BE A MAXIMUM OF 1,296 SQUARE INCHES PER LITE LEVEL 02 N206B YOGA 206 SINGLE T-0" 8'-0" 13/4" FS1 WD-SC TS KD1 MFR-P MTL 1 IN WOOD AND PLASTIC-FACED COMPOSITE OR HOLLOW METAL DOORS. Suite 300 503.221.2077 E. MAXIMUM THRESHOLD TO BE 1/2"AT BARRIER FREE UNITS AND ALL PUBLIC SPACES. LEVEL 02 N207 RR 207 SINGLE T-0" 8._011 1 3/4" FS1 WD-SC TS - KD1 MFR-P MTL - - 14 F. ALL REQUIRED FIRE DOORS SHALL BEAR LABEL FROM A RECOGNIZED AGENCY. TRANSMITTED TEMPERATURE END Portland OR 97209 www.lrsarchitects.com LEVEL 02 N208 CONF 208 SINGLE T_0" 8'-0" 1 3/4" FS1 WD-SC TS KD1 MFR-P MTL - - tP, 1 POINT TO BE 450"F FOR DOORS TO STAIRS FROM INTERIOR OF BUILDING. FIRE DOORS SHALL BE SELF-CLOSING AND LEVEL 02 N209 OFFICE 209 SINGLE 3'-0" 81-0. 1 3/4" FS1 WD-SC TS KD1 MFR-P MTL - - 1,5 SELF-LATCHING. LEVEL 02 N210 OFFICE 210 SINGLE T-0" V-01. 1 3/4" FS1 WD-SC TS - KD1 MFR-P MTL - - 1,5 L R R 0 B LEVEL 02 N211 OFFICE 211 SINGLE X-0" 8'-0" 1 3/4" FS1 WD-SC TS - KD1 MFR-P MTL - - 1,5 H. S FETY LAZIN MUST BE PR VIDED OR IN IVIDUA G DAR SIN R US LO ATION AS D FINED I IBC LEVEL 02 N213 OFFICE 213 SINGLE T-0" 8'-0" 13/4" FS1 WD-SC TS KD1 MFR-P MTL - - 1,5 SECTION 2406 I. ALL DOORS SHALL OPEN FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL LEVEL 02 N214 HALL 214 SINGLE 3'-0" V-0.1 13/4" FS1 WD-SC TS PPF7ELE - - - - - 1 KNOWLEDGE OR EFFORT LEVEL 02 N216 EXEC OFFICE 216 SINGLE T-0" 8'-0" 13/4" FS1 WD-SC TS KD1 MFR- 11 J. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING KEYING SYSTEM LEVEL 02 N217 WELLNESS 217 SINGLE T-0' 81-01. 13/4" FS1 WD-SC TBD FRAMELESS WA 8,14 K. GC TO COORDINATE WITH TENANTS LOW VOLTAGE SUB ON ALL REQUIRED DOOR HARDWARE FOR CARD ACCESS SYSTEM LEVEL 02 N218A RR 218 SINGLE 3'-0" 8'-01, 13/4" FS1 WD-SC TBD - FRAMELESS WA 8, 14 r �Q swff LEVEL 02 N219 EXEC OFFICE 219 SINGLE T-0" 8'-0" 13/4" FS1 WD-SC TS K M 11 LEVEL 02 N220 HALL 214 SINGLE T-0' 8'-0" 13/4" FS1 WD-SC TS D1 FR-P 1 a. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. LEVEL02 N221 EXEC OFFICE 221 SINGLE T-0" 8'-0" 13/4" FS1 WDSC TS KD1 MFR-P 11 b. GLAZING IN FIXED&SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANEL IN SLIDING&BIFOLD CLOSET DOOR ! `f LEVEL 02 N222 EXEC OFFICE 221 SINGLE T-0" V-0. 1 3/4" FS1 WD-SC TS - KD1 MFR-P MTL 11 ASSEMBLIES. LEVEL 02 N225 SERVER 225 SINGLE 3'-0" V-0" 13/4" FS1 WD-SC TS KD1 MFR-P MTL 2 c. GLAZING IN STORM DOORS i . GLAZING IN UNFRAMED SWINGING DOORS. OF LEVEL 02 N289 ADA RR 289 SINGLE 13'-0" 8.-0- 1 3/4" FS1 WD-SC TS e KD1 MFR-P MTL - - - 13,14 e. GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM)ABOVE A STANDING SURFACE. f. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24"ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60"ABOVE THE WALKING SURFACE. g. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL WHICH MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF; 2. EXPOSED BOTTOM EDGE LESS THAN 18"ABOVE THE FLOOR; e 3. EXPOSED TOP EDGE GREATER THAN 36"ABOVE THE FLOOR; 4. ONE OR MORE WALKING SURFACE(S)WITHIN 36"HORIZONTALLY OF THE PLANE OF THE GLAZING. N h. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36"HORIZONTALLY OF A WALKING SURFACE; WHEN 0 THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60"ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. o L GLAZING ADJACENT TO STAIRWAYS WITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY w / / / DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60"ABOVE THE NOSE OF THE TREAD. CONSULTANT: j. ALL DOOR SURFACES, FRAMES AND TRIM TO BE PAINTED(COLOR TBD) UNLESS NOTED AS TRANSPARENT FINISH (TS) z 2 OR PRE FINISHED(PF). in k. REFER TO PROJECT MANUAL FOR GLAZING TYPE 0 1. ALL FIRE/SMOKE DOORS TO BE SELF CLOSING&LATCHING w z o DOOR DESIGN BUILD NOTES FS1 FS2 FS3 1. COMMONS DOOR HARDWARE-STYLE:M,, FINISH:XXX SINGLE SINGLE SINGLE 2. ALL DOOR HARDWARE& INSTALLATION TO MEET ADA/FHA REQUIREMENTS FLUSH DOOR FLUSH DOOR FLUSH DOOR 3. DOOR HARDWARE SUPPLIER TO PROVIDE BALANCE OF HARDWARE APPROPRIATE FOR USES AS REQUIRED FOR 100% STANDARD FULL LIGHT HIDDEN INSTALLATION. 4. PROVIDE ALT. COST TO OWNER FOR UPGRADE FOR UNIT ENTRY LOCKSETS TO KEYLESS SMART LOCK SYSTEM DOOR ABBREVIATIONS DOOR SCHEDULE ABBREVIATIONS: MFR MANUFACTURER SUPPLIED KD KNOCKDOWN FRAME y WD-SC WOOD-SOLID CORE(PACIFIC ARCHITECTURAL WOOD PRODUCTS-QRTRD WALNUT) GL-1 SINGLE PANE GLASS(TEMPERED) O TS TRANSPARENT STAINED FINISH p 0 SF ALUM STOREFRONT DOOR SYSTEM, REFER TO SPECIFICATIONS 0 MFR-A MANUFACTURE FINISH -ANODIZED-DARK BRONZE PROJECT NUMBER: 221019 MFR-P MANUFACTURE FINISH-PAINT-BLACK X EIN TEMP TEMPERED GLASS NORTHPOINT WM Lu o IMPROVEMENTS SF1 DOOR & GLAZING STANDARDS B SINGLE STOREFRONT DOOR FRAME W/TEMPERED GLAZING WOOD DOORS: • SC-WD: PLAIN SLICED MAPLE WITH TRANSPARENT PROJECT DOOR TYPES FINISH: GC TO CONFIRM THIS MATCHES EXISTING DOORFRAMES: 7185 SW SANDBURG ITTHIS MATCHES EXISTING GC TO CONFIRM STREET HARDWARE: SUITE 000 ALL DOOR HARDWARE& INSTAL ACCESSIBILITY EQUIREM NTSLATIONTOMEET TIGARD, OR 97223 • DOOR HARDWARE SUPPLIER TO PROVIDE BALANCE OF HARDWARE APPROPRIATE FOR USES AS z REQUIRED FOR 100% INSTALLATION 3. PROVIDE WALL OR FLOOR DOOR STOPS AT ALL p DOORS Y DOOR HARDWARE: U U FINISH: BRUSHED CHROME z FRAMELESS GLASS DOORS: FORMS+SURFACES, SEXTANT DOOR PULL SERIES 1200, STRAIGHT WITH SANTOPRENE GRIP, 24", STAINLESS STEEL KD1 SINGLE DOOR KNOCK DOWN DOOR SCHEDULE KEYNOTES METAL FRAME 1. PROVIDE PASSAGE LATCHSET 2. PROVIDE STOREROOM LATCHSET 3. PROVIDE CARD READER ACCESS CONTROL DOOR FRAME TYPES 4. PANIC EXIT DEVICE ON PUSH SIDE OF DOOR 5. OFFICE FUNCTION SHEET TITLE: 6. PROVIDE CONCEALED CLOSER AND HOLD OPEN. DOOR & WINDOW 7. PROVIDE DOOR GASKET SET AND ACOUSTICAL SWEEPS. 8. SOSS DOOR HARDWARE INVISIBLE HINGE SERIES- PROVIDE(1)216 SERIES IVISIBLE HINGE CLOSER PER TYPES EVERY 55LBS OF DOOR WEIGHT. PROVIDE 216 INVISIBLE HINGE,VERIFY TOTAL NUMBER OF HINGES REQUIERED PER MANUFACTURER. LOCATE HINGE PER MANUFACTURERS RECOMMENDATIONS. ` PER PER 9. EXT. DOOR PROVIDE ALL REQUIRED HARDWARE FOR A WEATHER&AIR RESISTANCE FLOOR PLAN FLOOR PLAN 10. BALANCE OF HARDWARE PROVIDED BY STOREFRONT EQ EQ EQ EQ DOOR SYSTEM PROVIDER 11. LOCKSET-KEYED 12. KEYED ENTRANCE LOCK 13. PROVIDE OCCUPANCY INDICATOR 14. DEADBOLT LOCKSET LU w x o o WINDOW GENERAL NOTES of z w � 3'-6" W w A. THE WINDOW MANUFACTURER SHALL MEET SEISMIC LU ( w w AND WIND CRITERIA. THE ATTACHMENT OF THESE 0 tw z ELEMENTS, IN ADDITION TO THE ATTACHMENT OF v~iCl) TEMP TEMP TEMP TEMP TEMP NON-STRUCTURAL ITEMS, SHALL MEET THE CALCULATED EARTHQUAKE AND WIND LOADS. CALCULATIONS AND SUBMITTAL MAY BE REQUIRED BY O <F> THE BUILDING DEPARTMENT OR BUILDING INSPECTOR. B. PROVIDE INSECT SCREENS AT ALL OPERABLE WINDOWS. FIELD VERIFY FIELD VERIFY C. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT z COORDINATE COORDINATE SUCH AS PANES IN DOORS, GLAZING WITHIN 24"OF A DOOR OPENING, 18"OF THE FLOOR WITH ARCHITECT WITH ARCHITECT (AA ND IS OVER 9 SQ U RIE NG F EIT PER PANE) SHALL BE PROJECT WINDOW TYPES TEMPERED OR LAMINATED SAFETY GLASS. N v DRAWN BY: Author Cr c B IFC REVISIONS 08. .21 0 n 0 Z mi I _ N N h N U O J j N O O U SHEET. A701m Q Q N ISSUE FOR CONSTRUCTION SET-08.20.210 0 LRS Architects,Inc.©2027 GENERAL NOTES FLOOR FINISHES a WALL FINISHES CEILING FINISHES TYPE DESCRIPTION MANUFACTURER MODEL NOTES a a A. SEE INTERIOR FINISH PLANS, INTERIOR ELEVATIONS PAINT SHEENS ARE AS TYPICAL PER INTERIOR FINISH FX-1 FLOOR MTD TOILET AMERICAN STANDARD CADET PRO RIGHT HEIGHT ELONGATED AND REFLECTED CEILING PLANS FOR MORE ACP-11 CEILING SYSTEM PANELS INFORMATION. SCHEDULE GENERAL NOTES ORAS OTHERWISE TOILET SPECIFIED IN THE FINISH SCHEDULE MFR: ARMSTRONG FX-2 VANITY WITH SINK HOME DEPOT TBD @RR 222 ONLY B. SEE INTERIOR DETAILS FOR ALL FINISH TRANSITIONS. PRODUCT: DUNE SECOND LOOK#2712 FX-3 TBD SIZE: 2'X4' ARCH ITECTS B FX-4 BREAK SINK KOHLER VAULT K-3821-1 PROVIDE GARBAGE PAINT FINISH NOTES EDGE: P-1 PAINT COLOR: WHITE DISPOSAL 720 NW Davis 503.221.1121 MFR: MILLER LOCATION: REFER TO RCPS FX-5 RR SINK DURAVIT D-CODE VANITY#033849 UNDERMOUNT COLOR: SUGAR DUST CONTACT BASIN SINK A. PAINT BOTTOM AND SIDES OF SOFFITS TO MATCH Suite 300 503.221.2077 LOCATION: WALLS & CEILING UNO FX-7 FAUCET DELTA DELTA KITCHEN TRINSIC 9159T ADJACENT CEILING COLOR LINO. Portland OR 97209 www.Irsarchitects.com CLG-11 SPECIALTY CEILING FX-8 FAUCET TBD B. PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO FX-9 RR SINK POTTERY BARN BLUE ILSA SINGLE SINK VANITY, 36" MATCH ADJACENT FINISH COLOR UNO. P-2 PAINT MFR: ARMSTRONG FX-10 FAUCET TBD C. INTERIOR PAINTS ARE TO HAVE THE FOLLOWING MFR: MILLER PRODUCT: TURF-PORT, TILE D SHEENS LINO: COLOR: TBD SIZE: 24"X 24"X 4", 5MM FELT *FIXTURES TBD - CONTRACTOR TO PROVIDE MARKET ALLOWANCE WALLS -EGGSHELL LOCATION: LIGHT GRAY ACCENT COLOR: M06 CARBON CEILINGS &SOFFITS- FLAT(EPDXY-EGGSHELL) LOCATION: LARGE CONFERENCE 202 DOORS, DOOR FRAMES, CASINGS AND OO CONTACT: JAYSON GATES 503.869.8325 _ MILLWORK- SEMI-GLOSS T-1 PORCELAIN FLOOR TILE P-3 PAINT 800 EQUIPMENT SCHEDULE MFR: DALTILE MFR: MILLER LEGEND: PRODUCT: IRONCRAFT COLOR. TBD ARCHITECTURAL TRIM TYPE DESCRIPTION MANUFACTURER MODEL NOTES F FLAT WCHEIIF C. swff COLOR: CASPER GRAY IC12 LIGHT POLISH LOCATION: DARK GRAY ACCENT V VELVET SIZE: 12X24E EGGSHELL INSTALLATION: MONOLITHIC EQ-x S SATIN • • GROUT JOINT: (MIN MFR RECOMMENDED) P 4 PAINT RB-1 (VINYL BASE, RUBBER BASE) * G SEMI-GLOSS PORnm Mom EQUIPMENT TBD - CONTRACTOR TO PROVIDE MARKET ALLOWANCE (�y GROUT COLOR: TBD MFR: MILLER MFR: ROPPE H HIGH GLOSS LOCATION: REFER TO FINISH PLANS COLOR. TBD COLOR: TBD Y EPDXY CONTACT: JEFF LANG 971.227.0260 LOCATION: ACCENT SIZE. 4" _ T INTUMESCENT LOCATION: IT ROOM e TYPE DESCRIPTION MANUFACTURER MODEL NOTES CASEWORK NOTES T-2 PORCELAIN FLOOR TILE (WC-1 WALLCOVERING (WB-1) WALL BASE MFR: PHILLIP JEFFRIESTYPE: WALL BASE ACCA HORIZONTAL AND VERTICAL GRAB BOBRICK B-5806 A. CONSTRUCTED IN ACCORDANCE WITH NAAWS 3.1 MFR: STATEMENTS TILE PRODUCT: MANILA HEMP BARS 2007 CUSTOM MGRADE. PRODUCT: CLOCAL 6" MDF WITH EASED EDGE COLOR: ABSOLUTE NATURAL COLOR: 5243 TWILIGHT FINISH: PAINTED TO MATCH ADJACENT WALL COLOR ACC-2 ROBE HOOK B. EURO STYLE BOXES WITH FULL OVERLAY DOORS SIZE: 24X24 WIDTH: 36" LOCATIONS: ALL LOCATIONS, UNO ACC-3 SURFACE MOUNT TPD BOBRICK B-264 AND DRAWERS. EDGE FINISH: TRIM PER DETAIL LOCATION: REFER TO FINISH PLANS ACC-4 MIRROR W/INTEGRATED LED LIGHT IBM DIMMABLE LIGHTED MIRROR HARMONY, 24X48 C. PLASTIC LAMINATE CABINETS WITH MATCHING 3 MM SOLID EDGE BANDING. INSTALLATION: MONOLITHIC ACC 6 TOILET SEAT DISPENSER BOBRICK 8-4221 SURFACE MOUNTED SEAT COVER DISPENSER NEW D. WHITE MELAMINE INTERIORS UNO (GRAY AT PULL GROUT JOINT: (MIN MFR RECOMMENDED) (WC-2) WALLCOVERING ACC-7 DECK MOUNTED SOAP DISPENSER SLOAN FAUCETS ESD-500-BN#3346138, FINISH: BRUSHED NICKEL, 120V AC ADAPTER OUT TRASH BINS AND BLACK WHERE PLAM IS GROUT COLOR: TBD I ACC-8 SANITARY NAPKIN DISPOSAL BOBRICK B-270 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL NEW DARK). e LOCATION: REFER TO FINISH PLANS MFR: PHILLIP JEFFRIES CASEWORK ACC-9 PAPER TOWEL DISPENSER AND GP PRO ENMOTION 8" RECESSED AUTOMATED TOUCHLESS PTD, STAINLESS W/ E. PULLS: HAFELE 101.20.0720 AT RECEPTION, COFFEE, CONTACT: KELLY KINNEY 503.858.0611 PRODUCT: MANILA HEMP BREAK ROOM AND WORK/COPY ROOM. CONCEALED CONSULTANT.TRASH RECEPTACLE COORDINATING GP RECESSED TRASH RECEPTACLE, STAINLESS, HIGH CAPACITY COLOR: 5241 CLOUDLESS BLUE LOCATION: REFER TO FINISH PLANS ACC-11 10'-0"GLASS BOARD CLARUHARDWARE AT HALL AND EXECUTIVE OFFICE.S FLOAT MAGNETIC W/ PORCELAIN FLOOR TILE F. HARDWARE: COMMERCIAL GRADE EURO HINGES, T-3 TRAY SOFT-CLOSE FULL EXTENSION DRAWER GLIDES, MFR: ARIZONA TILE (WD-1) WOOD FINISH ACC-12 TOWEL RING LINO. PRODUCT: PAROS ACC-13 ROUND MIRROR ANDY STAR 24"BRUSHED GOLD CIRCLE MIRROR IN STAINLESS STEEL METAL FRAME 1"DEEP G. SCRIBE FIT FILLER STRIPS TO FINISH ALL COLOR PAROS WHITE SPECIES: RIFT CUT WALNUT SET DESIGN CASEWORK AT WALLS AND CEILINGS. FILLER STRIP (WC-3 WALLCOVERING FINISH: CLEAR SATIN, SATIN FINISH SIZE: 8.5X10 HEX ACC-14 I SEAT COVER DISPENSER IBOBRICK TO MATCH CASEWORK. INSTALLATION: MONOLITHIC MFR: FARROW AND BALL LOCATION: REFER TO FINISH PLANS AND ELEVATIONS PRODUCT: FEATHER GRASS BP 5102 H. PROVIDE FINISHED PANEL(S) ON ALL EXPOSED GROUT JOINT: (MIN MFR RECOMMENDED) SIDES/BACKS/ENDS/UNDERSIDES. GROUT COLOR: TBD COLOR: PIGEON AND MIZZLE L-1 PLASTIC LAMINATE LOCATION: REFER TO FINISH PLANS WIDTH: 53CM MFR: ARBORITE ACCESSORIES TBD - CONTRACTOR TO PROVIDE MARKET ALLOWANCE CONTACT: JEN STONE JSTONE@ARIZONATILE.COM LOCATION: REFER TO FINISH PLANS STYLE: V7002 VR COLOR: GREY SATIN LOCATION: LOWERS, UPPERS, COUNTER (SOME LOCATIONS) 8 0 — P LIA C SC EDUL a T-4 PORCELAIN FLOOR AND WALL TILE T-5 CERAMIC WALL TILE MFR: DALTILE MFR: IRIS EUROWEST 7TYPE DESCRIPTION MANUFACTURER MODEL NOTES PRODUCT: IRONCRAFT PRODUCT: DESIRE COLOR: CHARCOAL GRAY IC13 COLOR: WHITE APP-1 REFRIGERATOR TRUE APPLIANCES THE TRUE 48 SIDE-BY-SIDE, STAINLESS GLASS, ULTRA MATTE BLACK FINISH . SIZE: 12X24 SIZE: 012 FINISH: LIGHT POLISH OZ-1 QUARTZ STAINLESS STEEL(OR CHROME?)HARDWARE FINISH: GLOSSY INSTALLATION: MONOLITHIC, STACKED INSTALLATION: STACKED MFR: PENTAL QUARTZ APP-2 DISHWASHER Bosch SGX68U55UC GROUT JOINT: (MIN MFR RECOMMENDED) GROUT JOINT: (MIN MFR RECOMMENDED) STYLE: VENATINO APP-3 MICROWAVE Sharp SMC1585BS GROUT COLOR: TBD GROUT COLOR: TBD COLOR: BQ8440P APP-4 UNDER COUNTER Danby DAR044A5BSLDD LOCATION: REFER TO FINISH PLANS AND ELEVATIO LOCATION: REFER TO ELEVATIONSREFRIGERATOR CONTACT: JEFF LANG 971.227.0260 FINISH: POLISHED CONTACT:ALESSANDRO LEUZZI 206.556.0706 THICKNESS: 3/4"SLAB APP-9 UNDER COUNTER SUMMIT RF-1 SPORTS FLOOR LOCATION: REFER TO ELEVATIONS REFRIGERATOR MFRTARKETT CERAMIC WALL TILE CONTACT: LIZ TAYLOR LIZT@PENTALONLINE.COM APP-10 DISHWASHER MIELE G 5482 SCVi SL PROJECT NUMBER: 221019 : T-6 PRODUCT: DROPZONE DROPTILE SPECKLE MFR: DALTILE APP-11 UNDER COUNTER ICE VIKING FPIM515 NORTHPOINT WM COLOR DZ46 SMOKE PRODUCT: REVALIA RV0 REMIX IMPROVEMENTS THICKNESS: 8MM COLOR: WHITE RVOS *APPLIANCE TBD - CONTRACTOR TO PROVIDE MARKET ALLOWANCE SIZE: 36"X 36" STRAIGHT EDGE TILES SIZE: 2X8 LOCATION: YOGA INSTALLATION: STACKED QZ-2 QUARTZ WALL BASE SCHEDULE CONTACT: KATE KANDELL 503.467.6500 GROUT JOINT: (MIN MFR RECOMMENDED) MFR: CAMBRIA _ GROUT COLOR: TBD STYLE: (LVP-1) LUXURY VINYL PLANK LOCATION: REFER TO ELEVATIONS COLOR: CLAREANNE WALL COLOR BASE TYPE/COLOR MFR: PATCRAFT CONTACT: JEFF LANG 971.227.0260 FINISH: LEVEL 2 PRODUCT: LINOCUT 1560V EDGE THICKNESS: 3/4" SLAB _ COLOR. BLOCK 00750 (WD-3 HARDWOOD LOCATION: ALL WALL COLORS PAINT MDF BASE TO MATCH WALL 7185 SW SANDBURG SIZE: 9X36 CONTACT: LOCATION: REFER TO FINISH PLANS SPECIES: TBD - - STREET CONTACT: CHRISTINE BARKOW 503.314.5605 FINISH: TBD S7 !� LOCATION: REFER TO ELEVATIONS RECEPTION DESK SCRIBBED TO FLOOR SIZE: 1X2 SUITE OOO WOM-1 WALK-OFF MAT NOTE: ALL WOOD SLATPAINT DARK S P-3, MISCELLANEOUS BREAK ROOM PL BASE TO MATCH CASEWORK TI GARD, OR 97223 MFR: CASEWORK TILE TO FLOOR WHERE TILE PRODUCT: OCCURS COLOR: (WF-1) WINDOW FILM PH-11 UPHOLSTERY TYPE: (BROADLOOM, 24"x24"TILE, 12"x36" PLANK) MFR: 3M MFR: HBF TEXTILES RUBBER BASE: AT CARPET, USE STRAIGHT BASE. AT ALL INSTALLATION: (MONOLITHIC, QUARTER TURN...) LOCATION: STYLE: PRIVACY AND DECORATIVE FILM STLYE: NIGHT EARTH OTHER FLOORING, USE COVED BASE. CONTACT: PRODUCT: CRYSTAL GLASS FINISHES COLOR: 1013-30 BARCELONA ADHESIVE COLOR: CLEAR, COLOR: FROSTED WHITE WIDTH: 52" TRANSPARENCY: OPAQUE LOCATION: REFER TO ELEVATIONS ,CPT-1) CARPET TILE MFR: TARKETT PRODUCT: BINDERY 11501 COLOR: GRAPH PAPER 25065 INSTALLATION: VERTICAL ASHLAR LOCATION: OFFICES CONTACT: KATE KANDELL 503.467.6500 EXTERIOR FINISH ,CPT-2) CARPET TILE WD-2 WOOD PANEL SPECIES: WESTERN RED CEDAR SHEET TITLE MFR: BENTLEY FINISH: AS SPECIFIED INTERIOR PRODUCT: OUTLIER 8OU23 LOCATION: EXTERIOR MAI ENTR COLOR: FRINGE 801679 SIZE: 18X36 SCHEDULES INSTALLATION: VERTICAL ASHLAR LOCATION: CONFERENCE ROOMS AND HALLWAYS CONTACT: HOLLY DEBRODT 503.866.2066 Z m 0 E m a o� N DRAWN BY: Author U Q �I B IFC REVISIONS 08.20.21 'o a t r 0 Z _o N N h N N U O J j N O O U SHEET A4900 Q a N ISSUE FOR CONSTRUCTION 0 SET-08.20.21 ro LRS ATI11Ifd5,Im,@ 2021 GENERAL NOTES A. SEE A200 SERIES 1/8"SCALE PLANS FOR ADDITIONAL INFORMATION. B. SEE SPECIFICATIONS, FINISH LEGEND, FINISH SCHEDULE,AND FINISH NOTES FOR ADDITIONAL L f INTERIOR FINISH INFORMATION. C. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR A R C H I T E C T S REFERENCE ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT 720 NW Davis 503.221.1121 " ALL DISCREPANCIES TO ARCHITECT. — D. DIMENSIONS ARE TO FACE OF FINISH, UNO. Suite 300 503.221.2077 DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. Portland OR 97209 www.lrsarchitects.com E. SEE FINISH SCHEDULES FOR MORE INFORMATION. FINISH PLAN LEGEND ••• P-1 ••• PAINT TAG INDICATES FINISH DIRECTION � r PT- FLOOR FINISH FINISH ELEVATION LEGEND so OF SEE A800 FOR ALL SCHEDULES FX-x PLUMBING FIXTURE ACC-x ACCESSORIES EQ-x EQUIPMENT APP-x APPLIANCE CONSULTANT: P-1 FINISH TAG KEYNOTES PROJECT NUMBER: 221019 NORTHPOINT WM IMPROVEMENTS 7185 SW SANDBURG STREET SUITE 000 TIGARD, OR 97223 I H G F E D C B A -- I I I I I I I I I SHEET TITLE: INTERIOR FINISH I I I I I I (E) MENS (E) WOMEN'S226 1�0 227 'I ,. * PLANS I � e STAT " " '�....... SERVER I -- , I I I I 225 I a BREAK ROOM vP- Pr- v ? HALL' STAIR i ' RR .� 1 .. 222 � . . . . . �" T_1 ♦. P_4 .{� — I Ll T-6 ADA T-3 OFFICE OFFICE ci cv OFFICE OFFICE ti ti OFFICE c _289 c- 213 212 211 210 209 CONF N 1 I KEY PLAN: CL --- PT- I I PT- PT- I I PT- I 208 I �_ T EXEC OFFICE I ( T-2_. ~ RECEPTION PT- c 201 221 PT PT- o d I PT_ HALL I , T-1 P-2 C- �• __ -2 PT- Q '_'_©_'_' i COFFEE T 1 —WORK/COPY— vP_ — — -203— N EXEC OFFICE 215 T a RR =l i �� 220 —• C- •� T-4 207 RF-1 WORKAREA I I True North 20 I DRAWN BY: Author CC ------ ... Q, PT- PT- WELLNESS 217 PT- YOGA oEXEC OFFICE 2 6 B B IFC REVISIONS 08.20.21 a Q o EXEC OFFICE 216 o M pT- LARGE CONF z 219 I I x-x ,RR202 11 OFFICE X218 T-4 204 B N . F-1 ' T-4cc ,r 0 Cn o I I I I I I I I I i 1. INTERIOR FINISH PLAN LEVEL 2 SHEET Ca A810 A810 SCALE: 1M"= 1'-0" v v o ISSUE FOR CONSTRUCTION 0 SET-08.20.21 LRS Am.Mfecfs,Inc.0 2021 GENERAL NOTES A. SEE A100i FOR FULL ACCESSIBILITY REQUIREMENTS. B. SEE SPECIFICATIONS, FINISH LEGEND, FINISH SCHEDULE, FINISH PLANS AND FINISH NOTES FOR ADDITIONAL INTERIOR FINISH INFORMATION. L f C. PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ADJACENT FINISH COLOR LINO. A R C H I T E C T S D. PROVIDE SOLID BLOCKING AT ALL WALL MOUNTED ACCESSORIES WHERE NOTED ON ELEVATIONS. 720 NW Davis 503.221.1121 E. SCRIBE FIT FILLER STRIPS TO FINISH ALL CASEWORK sAT ADJACENT WALLS. FILLER STRIP TO MATCH Suite 300 503.221.2077 e CASEWORK. Portland OR 97209 www.irsarchitects.com F. PROVIDE END PANELS(S)ON ALL OPEN CASEWORK 6'-91/2" - 64; ENDS. i 3'-0" f V-6" 3 ED G. REFER TO DOOR AND WINDOW SCHEDULE FOR TRIM 13 12 TYPES AND LOCATIONS. Fx-8 — _ ABzo BREAK ROOM 98 98 223 PL_1 FX-9 O �Y N B ACC-13 9� LL �� _ RR 5 3 v A2C-12 FX-4 L-GF --- ° o II/ IL ` '3 `NI C_ C 4 ACC-2 APP-, _ c, =a 222 4 Os C �� oU. 0 0) ACC-3 0 0 o 0 K I 2 1/2" 3 0" 3' 7" B-1 B 1q 04 A P-3 iv .Q T TFX 7 2" GFI __-__ ________ � KF al Q FX-1 FX-1 —= I o OF �1" F 7 fi0° APP-3 iv APP-2 iv 3,_0„ „_61. 1 4'-2 10_j QZ-1 3 QZ 1 719 QZ-1 6'-9 1/2" 12'-10 3/4" T-6 T-6 6'-91/2" - F PL-1 98 PL-1 98 98 PLA VFY W/MFR 1. ENLARGED PLAN - RR 222 2. RESTROOM 222 - N 3. RESTROOM 222 - E 4. RESTROOM 222 - S 5. RESTROOM 222 - W 6. ENLARGED PLAN - BREAK ROOM 223 7. BREAK ROOM 223 Y O S A820 SCALE: 114"= 1-0" A820 SCALE: 114"= 1'-0" A820 SCALE: 114"= V-0" A820 SCALE: 114"= 1-0" A820 SCALE: 114"= I-O" A820 SCALE: 114"= 1'-0" A820 SCALE: 1/4"= 1'-0" 207 PROVIDE MR. STEAM MS400E STEAM GENERATOR W/AUTO FLUSH AND CONSULTANT: CONDENSATION PAN LOCATED UNDER VANITY SINK. CONTRACTOR TO PROVIDE DRAIN PER MANUFACTURE. (OR SIMILAR STEAM SHOWER GENERATOR) 208 I-TEMPO PLUS STEAM GENERATOR B CONTROLS, INSTALL PER MANUFACTURE RECOMMENDATIONS F 209 SQUARE STEAMHEAD 210 PROVIDE 6"DEEP RECESSED TILE SHOWER NICHE EQ EQ _ - 211 GLASS SHOWER ENCLOSURE W/ FRAMELESS GLASS DOOR 212 PROVIDE OPAQUE WINDOW FILM GFi_+ari__ 1_GFi .4z 19'-3 9/16" 217 PROVIDE(3)GROMMETS AS REQUIRED. -- F VERY SIZE AND LOCATION WITH OWNER HIDDEN WRAGE 5'-8" TA 19/16" 5' 8" PRIOR TO CONSTRUCTION. 2 EC 3 EQ. 2 EQ. 801 PROVIDE BLIND DOOR CLAD IN WD-1 WITH FX-7 16 SPRING RELEASE HARDWARE. 801 98801 9 FX-5 4� A820 11 N - - — 1 B o r I I I / i" 12 217 A82o Ir i I I I_ I — ___ _ �� __ ___= i i N — — — — WORK/COPY EXEC OFFICE ® I / N I 215 B N OZ-1 C_ 216 I o o _ r , Qz , o T6 r--- , __- � _ PL-,8 __; ,L _ PL 1 NORTuMH6 POINT WzzM N s1o1 IMPROVEMENTS 1 /�� I =_�,\_ %/__ \ __/_= APP-4 If/.APP-1 �\ %/__ __�,\ %/ o 1111' IL 19 cm 7 PP- 1 QZ-1 4 N N 4 ss sa VI VFY NV 2'-0" V FY/W VMFR 8 98 a 98 98 MFR MFR T-0' 2-1 11 -9 7185 SW SANDBURG 8. ENLARGED PLAN - EXEC. OFFICE 216 9. EXECUTIVE OFFICE 216 10. ENLARGED PLAN - WORK AREA 215 11. W R R OM 215 - E 12. WORK ROOM 215 - S STREET A820 SCALE: 114"= 1'-0" A820 SCALE: 114"= 14" A820 SCALE: 114"= 1-0" A820 SCALE: 114"= 1-0" A820 SCALE: 114"= 1'-0" SUITE 000 TIGARD, OR 97223 QTYPE T-4 3 RR 17 A820 15 9 ACC-2 T 4 SHEET TITLE. 207 I ACC-14 Acca ACC-7 INTERIOR 16 N FX_2 QZ_ ELEVATIONS PL-1 VI V-6" 14 3'-2 1/2" 98 - 3'-0" 13. ENLARGED PLAN - RESTROOM 207 14. RESTROOM 207 - N 15. RESTROOM 207 - E 16. RESTROOM 207 - S 17. RESTROOM 207 - W A820 SCALE: 114"= 1-0" A820 SCALE: 114"= f-0" A820 SCALE: 114"= 1-0" A820 SCALE: 114"= f-O" A820 SCALE: 114"= 1-0" Q> Q> E v o� N =I B DRAWN BY. Author U 1,-6n� V-8„ 1'-7"� 3'-0" � c 207 �T-4 B IFC REVISIONS 0820.21 oQ I EEPI ACC-4 208 0 FX-2 1 1,_9„ - ALIGN - -- T 4 c — J ►-;� 210 T-4 NIN O v 3'_g" ACC-4 ` FX-1 \ - EQ EQ ACC 4 N o ACC-3 FX-1 T- 3 \ FX-3 = c'y 4 :. _ 4 4 4 � 10 ACC-2 0 19 \ I o ACC-2 _ m _ b� T WF-1 ° o FX-2 FX-2 0 212 212 0 m o A820 I 22 20 211 T4_- \,\ v ACC-3 EQ EQ iv 21 207 18 9'-7 ` Z 4-0 4 7 SHEET: � 4 7 - � A820 a N I - 18. ENLARGED PLAN - EXEC. RR 19. EXECUTIVE RR - N 20. EXECUTIVE RR - E 21. EXECUTIVE RR - S 22. EXECUTIVE RR - W o ISSUE FOR CONSTRUCTION o A820 SCALE: 114"= 1-0" A820 SCALE: 114"= 1-0" A820 SCALE: 114"= 1-0" A820 SCALE: 114"= 1-0" A820 SCALE: 114"= 1-0" SET-08.20.21 N LRS Architects.Ino R 2021 GENERAL NOTES A. SEE A100i FOR FULL ACCESSIBILITY REQUIREMENTS. B. SEE SPECIFICATIONS, FINISH LEGEND, FINISH SCHEDULE, FINISH PLANS AND FINISH NOTES FOR ADDITIONAL INTERIOR FINISH INFORMATION. L f C. PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ADJACENT FINISH COLOR UNO. A R C H I T E C T S D. PROVIDE SOLID BLOCKING AT ALL WALL MOUNTED ACCESSORIES WHERE NOTED ON ELEVATIONS. 720 NW Davis 503.221.1121 E. SCRIBE FIT FILLER STRIPS TO FINISH ALL CASEWORK AT ADJACENT WALLS. FILLER STRIP TO MATCH Suite 300 503.221-2077 CASEWORK. Portland OR 97209 www.Irsarchitects.com B F- PROVIDE END PANELS(S) ON ALL OPEN CASEWORK 6' 6"CLR ENDS. E G REFER TO DOOR AND WINDOW SCHEDULE FOR TRIM 4 3 EQ 12 TYPES AND LOCATIONS. A821 98 98 P3 P3 2 � PL-1 N � �. I � APP_x .0m ca c sum HIDDEN BENCH ART HIDDEN STORAGE STORAGE L — — — — J t✓��'�^KWc^•'�f�� APP-9 OF 0' io PH 17 QZ_1 7 19 QZD-1 D- 98 98 98 EQ 8'-1" EQ FX-7 PL-1 3'-0" 2-4- 'L V-6" 2 EQ 1. ENLARGED PLAN - HALL 214 2. ENLARGED PLAN - HALL 214 3. COFFEE 203 821 SCALE: 1/4"_ -0" A821 SCA E: 1/4"= 1'-0" A821 SCALE: 1/4"= 1'-0" KEYNOTES CONSULTANT D OB os 10 4 EQ. , 10 3 EQ. _ 98 98 WORK AREA I 205 A821 51 4 g II ' II ' �II, , 0 01 II ' I g PROJECT NUMBER: 221019 NORTHPOINT WM -_- ------ 2" o i"II "IIA i'IIA /IIA i"II �llA /� I\ o ® �4zIMPR VEMENTS 68 98 101_2„ 98 7,I 4 EQ. 3 EQ 4. ENLARGED PLAN - WORK ROOM 205 5. WORK ROOM 205 - E B 6. WORK ROOM 205 - S 7185 SW SANDBURG STREET A821 SCALE: 1/4"= 1'-0" A821 SCALE: 1/4"= V-0" A821 SCALE: 1/4"= 1'-0" SUITE 000 TIGARD, OR 97223 B C 3'-0" 4'1 .1 +42" I I N I I O 11 A82 y T la 10 el ADA RR SHEET TITLE: r_289 ___ , I EQ EQ INTERIOR ACC-1 B ACC-8 ACC-312'e - ' P-3 ELEVATIONS Acc-s I ' RECEPTION ACC-1 I ACC-7 _ ACC-6 ACC-9 201 \ l 4'-2"� T-5 P-3 \ / � FX-7 _-- `��" -----�-• -- I FX-10N NORTHPOINTOPEN Z-2 COFFEE _ o Acc-1 ` -- --------- -203 ("1' 8" e 9 98 0QZ-1 D- P-2 4,�„ / 1,�,� 7. ENLARGED PLAN - ADA RR 289 & COFFEE 203 8. ADA RR - N 9. ADA RR - E 10. ADA RR - S 11. ADA RR - W 12. RECEPTION A821 SCALE: 1/4"= I-0" A821 SCALE: 1/4"= 1'-0" A821 SCALE: 114"= 1-0" A821 SCALE: 114"= 1-0" A821 SCALE: 114"= 1-0" L O Q m a o� N B ¢' B 10 DRAWN BY: Author ri w Q� LG- L P-3 B IFC REVISIONS 08.20.21 0 �I a II III II > o1= = = — = _ _ j � UL U O °D J (V (D 0 17 WD-1 D U 24-10 98 V-91/2'' EQ 9'-9" EQ VIE VEY TV SPECS W/OWNER 13. TYPICAL EXISTING WINDOW 14. LARGE CONF 202 - S 15. LARGE CONF 202 - W A821 SCALE: 1/4"= 1'-0" A821 SCALE: 1/4"= 1'-0" A821 SCALE: 1/4"= 1'-0" SHEET: A4921 N N LID V 04 Q O ISSUE FOR CONSTRUCTION o SET-08.20.21 N O LRS A¢Mfects,Inc.©2027 B INTERIOR Z O EXTERIOR o.LL �1 L f EXTERIOR WD FINISH AS SCHED - - FC LAP SIDING SYSTEM A R C H I T E C T S TO MATCH EXISTING - BACKER ROD AND • SEALANT 720 NW Davis 503.221.1121 Lid • Suite 300 503.221.2077 �* Portland OR 97209 www.Irsarchitects.com • PFM TRIM FLASHING � - SCHED DOOR - 5/4x6 FC TRIM 40D , PFM FLASHING • FOS INSECT SCREEN _ — _ DIM PNT wNM t SMUT n PFM FLASHING W/END DAMSFORRAW MGM •�� RO DIM PN T OF 6M SCHED STOREFRONT SYSTEM FLASHING &AWB ARE INTERIOR ILLUSTRATED FINISH SEALANT DIAGRAMMATICALLY FLASHING&AWB ARE ILLUSTRATED 1" DIAGRAMMATICALLY, 5. HEAD @ STOREFRONT WINDOW 1. JAMB @ STOREFRONT DOOR A910 SCALE: 3"= 1'-0" D A910 SCALE: 3"= V-0" DL CONSULTANT a- : INTERIOR • EXTERIOR INTERIOR EXTERIOR a. 1" 2 1n `v DO PINTO MDF SILL SCHED STOREFRONT OVER HORZ ISYSTEM �+ METALJ- WD FINISH AS SHCED CHANNEL W/ CAULKING BACKER ROD AND SEALANT v PPM TRIM FLASHING — _ _ _ —_ —_RODIMPNT SEE WINDOW TYPE FLASHING &AWB ARE PFM SILL FLASHING ILLUSTRATED DIAGRAMMATICALLY DEPTH ! ' INSECT SCREEN L-SHAPE - — _ —- — _ RD n1M PNT 5/4 X 6 FC TRIM CASING BEAD SEE WINDOW TYPE PROJECT NUMBER221019 LANT& 1/2,I�� BA ER ROD, NORTHPOINT WM FC LAP SIDING SYSTEM EACH SIDE STOREFRONT PFM FLASHING TO MATCH EXISTING _ \ STOREFRONT SYSTEM IMPROVEMENTS FLASHING&AWB ARE SYSTEM FRAME DEFLECTION HEAD BEYOND 2 ILLUSTRATED TRACK DIAGRAMMATICALLY, ALUMINUM STOREFRONT SYSTEM - 6. SILL @ STOREFRONT WINDOW 2. EXT HM DOOR - WD - FC/TRIM - HEAD DL 7185 SW SANDBURG STREET A910 SCALE: 3"= V-0" DL A910 SCALE: 3"= VI SUITE 000 TIGARD, OR 97223 EXTERIOR 5/4 FC TRIM INTERIOR EXTERIOR BACKER ROD AND / SEALANT SEE PLANS FOR WALL AWB, LAP OVER DRIP FINISH SEALANT I TYPE FLASHING &TAPE FC LAP SIDING 1/2'1 PT PLYWOOD FURRING WITH CONT SCHED STOREFRONT INSECT SCREEN SYSTEM FC LAP SIDING SYSTEM TO MATCH EXISTING DIM PINT SHEET TITLE. FOS I SILL SEALER GASKET DETAILS SAM-2 FLASHING, LAP ONTO CONCRETE PFM DRIP FLASHING WITH HEMMED EDGE • f .l I-.j:. :- EXISTING CONCRETE WALL ^� 1x FURRING v - FINISH SEALANT 1` INTERIOR �- 'I:• .: ,: ',i .'..�.. '.i i III-III-III_ R.O. PNTD MDF SILL OVER . .I' (_'•.• �a•. -,. - _ Dim. PT HORZ METAL J- I I=I I I-I I -I L.J III-III-III= CHANNEL W/CAULKING . - +•. " - __ FLASHING&AWB ARE ILLUSTRATED 7. JAMB @ STOREFRONT WINDOW DIAGRAMMATICALLY, 3. FIBER CEMENT PANEL AT GRADE A910 SCALE: 3"= 1'-0" DL A910 SCALE: 3"= V-0" DL 111,11 111 1 111111110. B INTERIOR I EXTERIOR INTERIOR I EXTERIOR ai FC PANEL N WD FINISH AS SHCED DRAWN BY: Author crAW AWB I, DOUBLE COVERAGEDOUBLE BIDE ATCORNER) COVERAGEIDE ATCORNER) o B IFC REVISIONS 08.20.21 zl � III. 777777 II II U SEALANT .•II 2"x 1/2"PT WOOD FURRING SEALANT U 5/4 X 6 FC TRIM PRE- NAIL CORNERS SHEET. SEALANT -- SEALANT - _— 5/4 X 6 FC TRIM LID A910 N Lo 8. FC/TRIM - OUTSIDE CORNER 4. FC/TRIM - OUTSIDE CORNER ISSUE FOR CONSTRUCTION o A910 SCALE: 3"= 1'-0" OL A910 SCALE: 3"= 1'-0" OL SET-08.20.21 ro LRS A/Chitecfs,lam.®2021 ARCHITECTS E 1" SCRIBE IF PROVIDE (2) 362S162-33 FULL EIGHT TO CEILING 720 NW Davis 503.221.1121 BOXED W/362T150-33 TO OR SOFFIT STRUCTURE AT EACH 2'-0"UNO COUNTERTOP AS 2'- 1" LINO Suite 300 503.221.2077 - SUPPORT SCHEDULED AND COLOR CAULK TO CABINET FINISH AS COUNTERTOP AS DETAILED 1'-10"@ VANITIES MATCH COUNTERTOP Portland OR 97209 www.Irsarchitects.com - -- SCHEDULED SCHEDULED AND FINISH - PLASTIC LAMINATE OVER z 2 CM QUARTZ DETAILED 3/4" SUBSTRATE. SEE p BACKSPLASH WHERE ELEVATIONS FOR FINISHES. P: PULL AS SCHEDULED, iv PULL AS SCHEDULED OCCURS -SEE 20-24"DEPTH > TYP ` ELEVATION CONCEALED METALuj CABINET FINISH AS SILICONE BEAD SUPPORT ATTACHED w r SCHEDULED / SEALANT AT WET �� TO VERTICAL WALL w - - - - CABINET FINISH AS LOCATIONS - - - - - ADAC NCES PER F _ - z i SCHEDULED 2CM QUARTZ ?j ADDITIONAL BLOCKING O I / SHEE A100 STUDS -PROVIDE 0 o O I I ¢ SIDESPLASH @WET IN WALL AS REQUIRED = r_ Z LOCATIONS ONLY-SEE > p - ONE ADJUSTABLE w ELEVATION q I = I I ¢ SHELF, FINISH AS w 2CM QUARTZ COUNTER, x o I I / - > SCHEDULED w EXPOSED EDGES w BASE AS SCHEDULED -� PORTLA�I,ORM II - U) Iwaa G9� m w I r — J CONTINUE FLOOR I O x I I FINISH TO BACK WALL - BASE AS SCHEDULED 11 MITER FOLD L I PAINT BELOW BENCH w FINISHED END PANEL I I I EACH SIDE, TYP I T.O. FIN FLR I 1/2" PLYWOOD SUBSTRATE OR EQUAL --------- BASE AS SCHEDULEDw e I IR T.O. FIN FLR > I I \ REFRIGERATOR, NIC 3„ - CABINET BELOW I I 17. FLOATING BENCH 13. UPPER CABINET OVER REFRIGERATOR 8. LOWER CABINET WORKSURFACE (ACCESSIBLE) 5. LOWER CABINET W/ DOOR 1. TYPICAL P-LAM COUNTERTOP A980 SCALE: 11/2"= 1'-0" A980 SCALE: 1"= 1'-0" DL A980 SCALE: 1"= 1'-0" DL A980 SCALE: 1"= 1'-0" DL A980 SCALE: 11/2"= 1'-0" DL B CONSULTANT: SILICONE BEAD SEALANT AT BACKSPLASH & SIDESPLASH PROVIDE SIDESPLASH WHEN CENTERLINE OF eD'? Nc'Ot4S SINK IS WITHIN 24" OF (. .7 WALL COUNTERTOP AS Df NIG COUNTERTOP AS SCHEDULED AND SCHEDULED AND DETAILED , COUNTERTOP AND COUNTERTOP AS - COUNTERTOP A 1'-0" LINO I SCHEDULED AND / DETAILED ID SCHEDULED DETAILED 1'-9"LINO CONCEALED APRON DESKTOP D PULL AS SCHEDULED, TYP SCHEDULED DETAILED ° PULL AS SCHEDULED, TYP _ PULL AS SCHEDULED, TYP Y - TACKABLE SURFACE Z WRAP PIPE PER CODE m AS SCHEDULED ` ° 3"MIN FROM U) I I - ° EDGE r Z w - I I STEAM GENERATOR UNIT 2'-0"LINO io COUNTERTOP ¢ CABINET FINISH AS w O --_ SCHEDULED w r CABINET FINISH AS Q ° 2" GROMMET: z > Z O CABINET FINISH AS w I SCHEDULED w O - LOCATIONS TBD SCHEDULED m I '-" - ONE ADJUSTABLE ¢ ° j PROJECT NUMBER: 221019 o - w > w CONCEALED BRACKET I w SHELF, FINISH AS w Z CONCEALED BRACKET N f ATTACHED TOE SCHEDULED w O ATTACHED TO VERTICAL w ATTACHED TO VERTICAL NORTHPOINT WM I I UNDERCUT BY 1/4" FOR w F WALL STUDS, ORIGINAL w - ONE ADJUSTABLE FLOOR CLEARANCE BASE AS SCHEDULED w j GRANITEBRACKETCOM w SHELF, FINISH AS WALL STUDS OR EQUAL. IMPROVEMENTS w SCHEDULED ORIGINALGRANITE a ' BRACKET COM OR - CONTINUE FLOOR w - BASE AS SCHEDULED EQUAL FINISH TO WALL w SEE WALL DETAILS FOR 3" d — -T.O. FIN FLR U) PARTIAL HEIGHT WALL NOTE: PROVIDE UNDERMOUNT SINKS @ QUARTZ/STONE COUNTERS, TYP 3" 110 CONSTRUCTION IF- T.O. FIN FLR t BASE AS SPECIFIED r - - - BOTH SIDES, TYP 3" °L 7185 SW SANDBURG 18. SINK CABINET 14. VANITY W/ DRAWER & DOOR - TYPE B 9. TYPICAL RECEPTION W/ TRANSACTION TOP 6. LOWER CABINET W/ DRAWER & DOOR 2. TYPICAL COUNTER SUPPORT STREET A980 SCALE: 1"= 1'-0" A980 SCALE: 1"= 1'-0" DL A980 SCALE: 1"= 1'-0" DL A980 SCALE: 1"= 1'-0" DL A980 SCALE: 1"= 1'-0" DL SUITE 000 TIGARD, OR 97223 2'-0 LINO PROVIDE 1" SCRIBE IF FULL HEIGHT TO CEILING OR SOFFIT - SILICONE BEAD SEALANTPROVIDE 1" SCRIBE IF AT BACKSPLASH & R Imo_ FULL HEIGHT TO CEILING 1'-0" LINO SIDESPLASH OR SOFFIT CONTINUOUS FRENCH -------- CONTINUOUS FRENCH CLEAT - PROVIDE SIDESPLASH CLEAT IWHEN COUNTERTOP AS SINKS WITHIN RLINE F TWO ADJUSTABLE SHELF, TWO ADJUSTABLE N 24" OF SCHEDULED AND DETAILED HAFELE CONCEALED SHELVES, FINISH AS WALL FINISH AS SCHEDULED SHELF SUPPORT# SCHEDULED / COUNTERTOP AS SIDE PANELS - FINISH AS 283.33.904 OR SIMILAR. r0v SCHEDULED AND 11 zx SCHEDULED FASTEN DIRECTLY TO DETAILED PULL AS SCHEDULED BLOCKING IN WALL CABINET FINISH AS �� MICROWAVE N.I.C. VERIFY Z / SCHEDULED _ __ __ - r 1 DIMENSIONS PRIOR TO CONCEALED APRON z O - - rn OCONSTRUCTION PROVIDE SIGNAGE PER ~¢ O I I COUNTERTOP AS SHEET TITLE: 20/A980 _ SCHEDULED AND INTERIOR / - TYP > w / DETAILED SCHEDULED FINISH AT w ¢ � r -1 F ALL EXPOSED AND SEMI- w z PULL AS SCHEDULED, I I CABINET FINISH AS EXPOSED SURFACES w w I I w U) I / SCHEDULED U) Z p I I WRAP PIPE PER CODE w uwi I — PULL AS SCHEDULED /� �+ z I I ------------ - - ___ a '2 - - I I ADAC CES PER rn DETAILS ¢ I I I REV-A-SHELF 5349 - --- PROVIDE BLOCKING AS > -- �l SHEE A101 CABINET FINISH AS U) SCHEDULED SERIES BOTTOM MOUNT w4 SCHEDULED O ONE ADJUSTABLE REQUIRED -- PULL AS SCHEDULED, w CABINE INISH AS Z w DOUBLE 35 QT. PULL OUT w w Ltl I j' TRASH BINS N TYP � ¢ / SHELF, FINISH AS � II UNDER CABINET LIGHT O J > --- -1 �_--- r— w SCHEDULED I O WHERE OCCURS iv ATTACHED TOE, w A' -] BASE AS SCHEDULED ---------- I UNDERCUT BY 1/4" FOR w w I ---- TILE BACKSPLASH TO I FLOOR CLEARANCE w -- BASE AS SCHEDULED UNDERSIDE OF UPPER cn T.O. FIN FLR w I CABINET, WHERE CONTINUE FLOOR - — - — - 'r \ OCCURS 3,. FINISH TO WALL T.O. FIN F v �- 3" 3„ NOTE: PROVIDE UNDERMOUNT SINKS @ QUARTZ/STONE COUNTERS, TYP 19. LOWER CABINET W/ TRASH 15. TYPICAL CONCEALED BRACKET SHELF 10. UPPER CABINET & DOOR W/ U.C. LIGHT 7. SINK CABINET W/ ATTACHED TOE (ACCESSIBkE) PANTRY CABINET W/ PULL-OUTS DL A980 SCALE: I"= 1'-0" A980 SCALE: 3"= 1'-0" DL A980 SCALE: 1"= V-0" DL A980 SCALE: 1"= 1'-0" A " 2'-0" UNO Z PROVIDE 1" SCRIBE IF FULL HEIGHT TO CEILING n OR SOFFIT m PROVIDE 1"SCRIBE IF FULL PROVIDE 1"SCRIBE IF FULL - - o i HEIGHT TO CEILING OR HEIGHT TO CEILING OR CONTINUOUS FRENCH <v SOFFIT / SOFFIT CLEAT 1' HIGH BLACK VINYL iv DECAL INDICATING 1'-0" UNO V-0" LINO DRAWN BY: Author "TRASH", "RECYCLE", CONTINUOUS FRENCH CONTINUOUS FRENCH COUNTERTOP AS CABINET FINISH AS r-— — —— SCHEDULED AND : i SCHEDULED �i I ( "GLASS"OR "COMPOST' BOX -- CLEAT BOX CLEAT DETAILED IN FONT HELVETICA I CABINET FINISH AS --- CABINET FINISH AS FIXED SHELF, FINISH AS o L- - - - - - SCHEDULED SCHEDULED 2'-0" LINO —� SCHEDULED B IFC REVISIONS 08.20.21 a o PULL AS SCHEDULED, TYP PULL AS SCHEDULED, TYP PULL AS SCHEDULED, TYP U) PULLS AS O SCHEDULED, CONCEALED HINGE F ¢ % CONCEALED IN SOME N zz O p J LOCATIONS Q SIDE PANELS - FINISH AS ¢ SIDE PANELS - FINISH AS w 1w SCHEDULED w SCHEDULED z w o w / w 0 w CABINET FINISH AS w w FROSTED GLASS CABINET SCHEDULED � w ui DOOR w FOUR ADJUSTABLE SHELF FINISH AS SHELF FINISH AS w SCHEDULED SCHEDULED FULL EXTENSION SCHEDULED, TYP C) w / SHELVES, FINISH AS O - DRAWER GLIDES, TYP BASE AS SCHEDULED 1'- 1" N - BASE AS SCHEDULED SHEET: It T-O. FIN FLR Aj v A980<v ` 3 20. PULL-OUT CABINET DECAL 6. UPPER CABINET W/ SHELF 12. UPPER CABINET W/ SHELF & GLASS DOOR 11. LOWER CABINET W13 DRAWERS 4. TALL CABINET W/ T O DOORS C) ISSUE FOR CONSTRUCTION o A980 SCALE: 1 1/2"= 1'-0" 980 SCALE: 1"= V.0" DL A980 SCALE: I"= 14" DL A980 SCALE: 1"= f-0" DL A980 SCALE: 314"= 1-0" DL SET- 08.20.21 N m LRS Architects,Inc 02021 Lf ARCH I T E C T S 720 NW Davis 503.221.1121 Suite 300 503.221.2077 Portland OR 97209 www.Irsarchitects.com 08/18/2021 D PON 'Pss�o "811Z G F E D C g A 3793 GON 120,_0„ OO�BY� l 8, G AN 15'-3 1/2" 20'-0" 20'-0" 20'-0" 20'-0" 15'-3 1/2" 4'-8 1/2" EXPIRES: 12/31/202 I I I I I I I I I I I I I I I I I I I I I CONSULTANT: VLMK I I I I I I I I ENGINEERING + DESIGN 3933 S Kelly Avenue I I I I I Portland, Oregon 97239 503.222.4453 VLMK.COM I I I I I I I I F7 I I I I I I I PROJECT NUMBER: 20210210 I I I I I I I NORTHPOINT N PWM -=7= IMPROVEMENTS zo 7185 SW SANDBURG STREET SUITE000 I I I TIGARD, OR 97223 N I I I I I I I I I I I I I I t I - - - - - - - - - - - - - - - - - - - - - - - - - - � - - 3 SHEET TITLE: SITE AND FIRST FLOOR PLAN M N I I I I I I I I i 4- - - - - - - --� - - 4 N _�_Z_ 2 5'-0" 3.1 MAX, TYP o� N HSS2x2x1/4 1 POST,TYPICAL S3.1 cI A FOUNDATION PLAN ') 3/16"= 1'-0" DRAWN BY: JAU FOUNDATION LEGEND: FOUNDATION NOTES: r (E) STUD WALL B IFC REVISIONS 08.20.21 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH (E) CONCRETE STEM WALL ARCHITECTURAL DRAWINGS. (E) INTERIOR NON-BEARING PARTITION WALL 2. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE 00 (VERIFY EXTENT IN FIELD) FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12" BELOW FINISH GRADE AND FINISH FLOOR. BOTTOM OF FOOTING m TO BE A MINIMUM OF 18" BELOW FINISH GRADE. o ® (E) COLUMN 9 a 'o U 4l H U SHEET: LO S1 . 0 (V N IFC SET-08.20.21 0 Lf ARCHITECTS 720 NW Davis 503.221.1121 m Suite 300 503.221.2077 Portland OR 97209 www.Irsarchitects.com 08/18/2021 DPROFFS I H G F E D C B A �\ GINF��s/� tr 3793 GON b 120' 0" OOH tiO� 18,20, �O 6y G AND 4'-81/2" 15'-31/2" 20'-0" 20'-0" 20'-0" 20'-0" 15'-31/2" 4'-81/2" EXPIRES: 12/31/2021 EXISTING STAIRS TO REMAIN 2 NEW RAILING PER S3.1 -- -- DETAILS,ALSO SEE I EDGE OF EXISTING ARCHITECTURAL SIDEWALK DRAWINGS, TYP. I CONSULTANT: ----- .. HSS2x2xl/4 POST, TYPICAL ABOVE VLMK HSS2x2x1/4 A B POST, TYPICAL I I S2.0 S2.0 _ ENGINEERING + DESIGN 'I 2.1 r � 3933 S Kelly Avenue - Portland, Oregon 97239 - - - -'- - - - - -'- - - -I- - -'- - - ----' ----------------' -- - - T- - - - - - - - - - i 503.222.4453 11 VLMK.COM 1 „ 1 I I I I I I I i I i1 0 1 1 EXISTING INTERIOR STAIRS TO REMAIN --------------- (E)2X10 AT 4 -0 O.C. ------- (E)2x10AT2'-0"O.C. PROJECT NUMBER: 20210210 I I I I I 7(E)4xlO (E)2x10 _ _ ; 1 NORTHPOINT 1 N PWM IMPROVEMENTS 7185 SW SANDBURG STREET SUI TE000 I m m I TIGARD, OR 97223 04 N x x 00 Il 3 130 � N W w —v — — —0 � I M 3 — — — — N N a a J J F F SHEET TITLE: "vv Lu w SECOND FLOOR m NOTE:-AT YOGA ROOM PROVIDE m FRAMING PLAN O PLACARD IN VISIBLE LOCATION iv x TO READ: X co w "MAXIMUM FLOOR LOAD n u, CAPACITY IS 50PSF,VERIFY ANY ui EQUIPMENT OR FURNISHINGS DO NOT EXCEED FLOOR CAPACITY I I 4- — — -- — --�- — — 4 N m it izi — — � — — — - - a- - — I — — — — —I — — — — � — z 0 U O� N C d U I A SECOND FLOOR FRAMING PLAN oS 1 . 1 3/16"= 1'-0" DRAWN BY: JAU FLOOR FRAMING LEGEND: FLOOR FRAMING NOTES: B IFC REVISIONS 08.20.21 o nr-rt- 2x4 DOUG FIR#2 STUDS AT 12"O.C. TYPICAL U.O.N. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS ON PLAN.ALIGN JOISTS WITH STUDS WITH ARCHITECTURAL DRAWINGS. WALL BELOW 2. FLOOR DESIGN CRITERIA: 0o DEAD LOAD = 15 PSF INTERIOR NON-BEARING PARTITION WALL PER ARCH LIVE LOAD(EXISTING, OFFICE) = 50 PSF �r�r�rr (E) STUD WALL DEFLECTION = LL/360,TL/240 ) g v 3. FIELD VERIFY ALL EXISTING FRAMING SHOWN HERE AND NOTIFY G�° (E) CONCRETE STEM WALL ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. m o ■ (N) COLUMN PER PLAN U f ® (N)WOOD POST PER PLAN y ■ (E)COLUMN U SHEET: IL Simi o IFC SET-08.20.21 TYP�11 %16 TMP 3/16 _ 3'-6" MAX ABOVE L f TY POST CAP, ADJACENTRA GDE TYPICAL ARCHITECT S (2) 1/2"DIA, THRU- o ® 1/4 TMP 720 NW Davis 503221.1121 BOLTS AT 2 1/2" Suite 300 503.221.2077 O.C., TYPICAL i Portland OR 97209 www.irsarchitects.com POST PER PLAN, TYPICAL 08/18/2021 PRO�G I N EF � s/ �� t;D FS aZ L2x2xl/8, TYPICAL o 3793 GON MESH PANEL PER OO/e ok 18 ARCH,ATTACHMENT y G AND BY OTHERS EXPIRES: 12/31/2021 (2) 5"x2"x 1/4"THICK A i DETAIL NOT USED DETAIL NOT USED STEEL PLATES, TYPICAL HSS2x2xl/4 POST Q MITRE CORNERS, o o ; [SEE DETAIL(2/S3.1) 1/4 3/8"THICK STEEL PLATE TYPICAL 0 0 FOR POST ANCHORAGE (2)3/8" DIA. x 4" EMBED Q EPDXY ANCHORS ;3� - a ° EXISTING CONCRETE a CURB a CONSULTANT: 5,_0"MAX NOTES: ml V a 1 1r2" V LMK 1. PROVIDE WEATHER PROTECTION OR GALVANIZE AS REQUIRED PER ARCH. 6" MIN AT A MINIMUM ALL BOLTS TO BE GALVANIZED OR STAINLESS STEEL. 2. GRIND ALL WELDS SMOOTH. I (VERIFY) p` ENGINEERING + D E S I G N 1 RAILING DETAIL 2 RAILING ANCHORAGE DETAIL 3 FRAMING DETAIL 4 FRAMING DETAIL 3933sKelly Avenue S3. 1 1 1/2"= 1'-0" S3. 1 1 1/2"- 1,_0„ S3. 1 V. = 11-0" S3. 1 1"= 1' °" Portland, Oregon 97239 503.222.4453 VLMK.COM 2x8 BLOCKING, SECURE TO EACH STUD WITH (2)SIMPSON 'A35'CLIPS STUD PER PLAN STUD PER PLAN PROJECT NUMBER: 20210210 NORTHPOINT A PWM 1/4 IMPROVEMENTS ry 1 1/2" 1/4 T4- - EDGE NAILING PER PLAN 0 1/2"x 8"x REQ'D PLATE AT 4'-0"0.C. SHEATHING PER PLAN SHEATHING PER PLAN ' MAX WITH (4)3/8" DIA THRU-BOLTS SIMPSON'HU28' O O FACE MOUNT HANGER 7185 SW SANDBURG 4'-0"MAX GUTTER PER ARCH 1/2"x REQ'D KNIFE PLATE JOIST PER PLAN STREET 14 STUD WALL PER PLAN STUD WALL PER PLAN A MESH PANEL PER ARCH - - JOIST PER PLAN SHEATHING PER PLAN SUI TEOOO EQ EQ 10 1/2"x 4"x 5" PLATE BEAM PER PLAN TI GARD, OR 97223 HOLDOWN PER PLAN, 3. GUTTER PER ARCH ALIGN WITH OUTSIDE WELD AS REQ'D FACE OF STUD SHEARWALL ANCHORAGE TO SEAL, TYP L REQ'D 1/2"x 4"x 5" PLATE Ll PER SCHEDULE --- ---------------------- -- -�� ----.______.__________----- , 1l ' • SIMPSON 'A34'CLIP AT EACH • _______ ti 3/8"DIAx10" EMBED ------------------ y+ STUD WHERE CANOPY kl EPDXY ANCHOR STANCHION OCCURS w 1 1/2"MIN TOP& BOTTOM TOP& BOTTOM SIMPSON 'LST21' • 1/4 • STRAP AT EACH JOIST 1/4 0 HSS OUTRIGGER 1/2"x REQ'D STEEL O CANOPY AND CONNECTION , ; 1/4 MEMBER PER PLAN I • PLATE AT 4'-0"O.C. MAX, • N PER DETAIL 1/4 ALIGN WITH OUTRIGGER HSS LOCATIONS O 04 EXISTING FURRING EXISTING FURRING w HSS4x4xl/4 MAIN MEMBER SIMPSON 'SDS25112' • FINISHES PER ARCH, ► WALL BEYOND SCREWS, TYPICAL TYPICAL EXISTING CONCRETE WALL EXISTING CONCRETE WALL 1 1/21,MAXI " c`4 HEADER AS OCCURS, SHEATHING PER PLAN PROVIDE SIMPSON'A34' SHEET TITLE: CLIP EACH SIDE WHERE A FINISHES PER ARCH, > CANOPY STANCHIONS I STRUCTURAL TYPICAL OCCUR STUD WALL PER PLAN DETAILS 5 HOLDOWN DETAIL 6 FRAMING DETAIL 7 FRAMING DETAIL KTFRAMING DETAIL S3. 1 1„= 11-01, S3. 1 1„= 1'-0" S3. 1 1„= 1,-°„ S3. 1 = T-0„ MESH PANEL 1/4 12-2 (3)SIDES 1/4 12-2 PER ARCH 1/4 TYP a --- ------------------ 'o o� ---- - - - ------- ---------------------------- - N 3SIDES NOTE: -------------------- --------- 3 SIDES 1/4 PROVIDE WELD BACKER OR z 1/4 INCREASE WELD SIZE AS3SIDES of REQ'D TO SEAL CONNECTION ;; ti c BETWEEN THE END OF ONE J� P 1/4 a OPPOSING HSS. L C L2x2x1/4 x 0'-2 1/2", PANEL PER ARCH HSS AND THE RADIUS OF THE , ; MESH INFILL A A TYPICAL DRAWN BY: ERO ------------ d L2x2x3/16 ANGLE, TYPICAL HSS4x4x1/4 A 3 SIDES B IFC REVISIONS 08.20.21 AT OUTSIDE PERIMETER TMP 1/4 0 L2x2x3/16 LEDGERANGLE, TYPICAL m - - ---------- OUTSIDE PERIMETER p HSS4x4xl/4, TYPICAL AT - ------ ------ - �1 OUTSIDE PERIMETER ---____--= u o o L2x2x3/16 ANGLE, C 9 TYPICAL AT OUTSIDE ; ----------------------------- 1/4 12-2 PERIMETER HSS3-1/2x3-1/2x1/4—G; ; ; md- ----- -------- J ------ - --- ----- - O ; 1/4 3 SIDES AT SIM CONDITION, NO ANGLE OCCURS A SHEET: AND HSS SIZES VARY c� 9 CANOPY DETAIL 10 CANOPY DETAIL 11 CANOPY DETAIL S3w1 S3. 1 _ 1 -°„ o IFC SET-08.20.21