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Plans (8) BU P2021 -00034 13' c STUDIO it/k.)- E., c N20 202, 3 uizo. °PI,. ' C 0 l U M 13 I A 13 A NI K Gpfrs,N ARCHITECTURE I N CORPORATE D 275 COURT ST. NE SALEM, OR 97301 - 3442 . OFFICE COPY P : 503 . 390 . 6500 www.studio3architecture.com R CITY OF TIGARDu INTERIOR TENANT IMPROVEMENTFOR CODE COMPLIANCE G��� A�C Approved: ] - [, OTC: . i 1 - zi 449 ,�tS Pc mlt#s a ��"00 �� I4 /2, ' r or at - Address: •r:C 'iv, /J A#..1/ ki suite : 6 LEM, IRE + VALIDITY OF PERMIT Br-----J-4)--) Date: _•LI- �� �@ THE ISSUANCE OF A PERMIT i OF O�, BASED ON CONSTRUCTION - DOCUMENTS AND OTHER • ,. • • DATA SHALT.NOT PREVENT IN THE EVENT CONFLICTS ARE DISCOVERED 13500 SV's/ Pacific Hwy THE CODE OFFICIAL FROM BETWEEN THE ORIGINAL SIGNED AND SEALED Suite DOCUMENTS PREPARED BY THE ARCHITECTS REQUIRING R R THE CORRECTION ANT/OR THEIR CONSULTANTS,AND ANY COPY OF OR Tigara , OF ERRORS.OSS( 105 4 THE T TROTHERWISD BY H MAIL,ORIGINAL 1"'11 VL ELECTRONICALLY OR OTHERWISE,THE ORIGIfIAI SIGNED AND SEALED DOCUMENTS SHALL GOVERN. PROJECT # 2020-143 DATE: VICINITY NEAP : DRAWINGS LIST : PROJ ECT TEAM . REVISIONS 1/6/2021 Sheet Sheet Issue Current Revision OWNER: PROJECT LOCATION Number Sheet Name Date Revision Description ROIC Oregon, LLC GENERAL DRAWINGS 15600 NE 8th Street, Ste. K15 Bellevue, WA 98008 G0.01 COVER SHEET 1/6/2021 G0.02 GENERAL NOTES 1/6/2021 TENANT: G1 .01 CODE REVIEW PLANS 1/6/2021 Columbia Bank ARCHITECTURAL DRAWINGS 5210 74th St W mimm A1 .1 1 LEVEL 01 - DEMOLITION PLAN 1/6/2021 Lakewood, WA 98499 C A1 .21 LEVEL 01 - FLOOR PLAN 1/6/2021 E: slewis@columbiabank.com A1 .22 LEVEL 01 - DIMENSION PLAN 1/6/2021 a) A1 .61 LEVEL 01 - REFLECTED CEILING PLAN 1/6/2021 ARCHITECT: erizan A5.41 DETAILS 1 STUDIO 3 ARCHITECTURE, Inc. cp CZ Retailer A5.42 DETAILS 1/6/2021 Gene Bolante, AIA A6.01 SCHEDULES 1/6/202 1 Project Manager: Matt Johnson O Tigard Marketplace Q 275 Court Street St. NE I?Shopping mall C Salem, OR 97301 0 P: 503.390.6500 O 0) E: matt@studio3architecture.com Li= CII. W: www.studio3architecture.com a 02 .6 GENERAL CONTRACTOR: 00 Montgomery Construction GroupC) D Chad Montgomery 3755 Amber St NE mi • Salem, OR 97301 AERIAL PHOTO : SYMBOL LEGEND .• PROJECT DESCRIPTION : P: 503.881 . 1841 C ,...._,. �. ELEVATION DATUM: WINDOW TYPE: ll :� E: chad@mcgcorp.net 0 U g W: www.mcgcorp.net `+ PROJECT LOCATION INTERIOR TENANT IMPROVEMENT FOR NEW COLUMBIA BANK BRANCH. U 5 / ELEVATION REFER TO WINDOW PREVIOUS USE WAS CELL PHONE RETAILER. RECONFIGURE PARTITION 100.0 ELEVATIONS SHOWN ON F.F.E. KW- DRAWINGSA5.1X WALLS, NEW FINISHES AND LIGHTING THROUGHOUT. W Ire A ELEVATION DATUMMMIN LOCATION: V)DOOR NUMBER ' / / .. SECTION REFERENCE: 0O . FILLED ARROW DENOTES a DOOR SIZE OR NUMBER tim BUILDING SECTION O / / P'' • / ` OPEN ARROW DENOTES 0 U Ln 10 A CO , / . r // WALL SECTION/DETAIL [1 • //"� t. DETAIL NUMBER • L / Verizon es, PLAN NOTE DESIGNATION Authorize. Rete.ier a) ///2/ '�4 SHEET NUMBER m � f 12 g PLAN OR SIDE NOTE • 'fir ,.� ` SIDE NOTE IF REQUIRED NUMBER , ' ELEVATION REFERENCE: e s t C / A OF . MARK OR DIAGONAL NOTE �/ *1•114*.. Vina Deli Baguette +~ `- � II . - . ,` / , NUMBER A ELEVATION NUMBER OR ', 4 '•.. ,f / f '1/ D DESIGNATION AS OCCURS A, REVISION NUMBER i , ,,, / ----A,. SHEET NUMBER ROOM TITLE + NUMER: • J r �` / MX. ROOM NAME SHEET: �. / 4 f di Tigaad Marketplace 7000( °PP',",*i DETAIL REFERENCE: ROOM ' R / `c DETAIL NUMBER 000 ROOM NUMBER .1 r / , / . ' r ri !,�r f ' l ti , , . , "_/ A - - • SHEET NUMBER =�� /� / 4� # /. / SLN� WALL TYPE MARK: b - r -: L j +�. - SIDE NOTE IF REQUIRED WALL OR PARTITION GO.01 / / ' , , ' CONSTRUCTION TYPE, AA�LL ST ettc•i * ` / 'Y - - DETAIL CUT LOCATION IF 4 — �rakem,L•a2 r SEE LEGEND. SHOWN Capynghi®2021-22 STUDIO 3 ARCHITECTURE,INC. i STUDIO GENERAL NOTES : SUBMITTALS : R.C. P. GENERAL NOTES : HVAC MECHANICAL GENERAL NOTES : -- --=_ - - 1 . Mechanical HVAC work for this project is shown for design-build guidance. ___ _= 1 . General notes apply to all drawings. 1 . General: the contractor shall submit shop drawings, product data and samples. 1 . Light fixtures, exit signs and other ceiling elements shall be located in center of individual ceiling 2. Mechanical HVAC work for this project consists in exhaust fans and duct work as well as any -_---_=-__- 2. All construction shall comply with the 2019 Oregon Structural Specialty Code. Construction 2. Thegeneral contractor shall thoroughly review and check all submittals, coordinatingseparateplane or tile unless noted otherwise or as directed byarchitect. p Y 9 P fiY 9 Y P code mandated ventilation. T=- ___ shall comply with any titles/rules/laws the local jurisdiction enforces up to and beyond the 2019 trades and verifying conformance with the contract documents. The designer shall not review and 2. Provide ceiling access as required for equipment and systems maintenance. Verify manufacturer 3. Exhaust fans and circulation fans are located on drawings forgeneral location only. Sizingis the ----------- _ ==_ Oregon Structural Specialty Code. Accessibility shall comply with the ANSI/ICC Al 17.1-2009. will return without review any drawings or submittals not reviewed and noted by the general recommendations. g y -- -=---- -____- ___ _ responsibility of the design build contractor. Confirm equipment selection with owner prior to __ 3. Contractor or its subcontractors shall be responsible for obtaining and paying for all inspections contractor. 3. Electrical contractor to provide all switches, dimmers and plates as required by design, multiple installation. -f.-7.,---_-_-_- _ _ _=- and tests required by any government agency to implement the plans and accept any required 3. Submittals shall include shop drawings, schedules and manufacturer's product and equipment switches at one location shall be ganged together and furnished with one cover plate. 4. HVAC subcontractor to provide submittal information and receive owner approvalprior to -____-T=_ T special inspections or reports, which shall be paid for bythe owner. cuts for all fixtures, equipment, finishes, special materials, specialties, millwork & casework, 4. The reflected ceilingplan indicates the location of ceilingtypes, ceilingfixtures light switches pp � p p p p p pyp g ordering equipment. 4. Work shown on these drawings is to be supplied, furnished, constructed, installed all as per the doors, frames, and hardware. and associated items. ARCHITECTURE 5. Contractor is required to review the drawings of all divisions of work contractor is responsible for N C O R P O R A T E D general conditions and the specifications: exceptions as described by the following 4. Finish materials: contractor shall submit samples of all finishes and materials, finishes shall be on 5. Contractor to notify architect of any conflict of light fixture locations with main runners, ducts, coordination of this work and the work of all subcontractors with all divisions of work. It is this abbreviations: actual materials. etc. Prior to installation. contractor's responsibility to provide all the subcontractors with a complete set of bid documents. a. CFCI Contractor Furnished - Contractor Installed 5. Cut sheets: contractor shall submit manufacturer's cuts and spec sheets for all fixtures, including 6. Verify field conditions and locations of all plumbing, mechanical ducts, structural elementsswo2 7 5 COURT ST. NE 6. Contractor or its subcontractors shall be responsible for obtaining and paying for all inspections SALEM, OR 9 7 3 0 1 - 3 4 4 2 b. OFCI Owner Furnished - Contractor Installed lighting, equipment, special materials, specialties, doors, frames and hardware. any and all other applicable items. Install new plumbing, mechanical fans, ducts, conduits, andand tests required by any governmental agency to implement the plans and accept any required P : 5 0 3 . 3 9 0 . 6 5 0 0 c. OFOI Owner Furnished - Owner Installed 6. Minimum sample size: other related items so as to not conflict with lights and any unique field conditions. www.studio3architecture.com special inspections or reports, which shall be paid for by the owner. d. NIC OR N.I.C. Not in contract or not a part of this contract. a. Wood veneered products - 8 '/z" x 11" x '/a" 7. Furnish and install Underwriters Laboratory, Inc. (UL) labeled devices throughout. 7. The contractor shall furnish and install any additional structural steel required to support any j; 5. Do not scale drawings, dimensions govern. The general contractor shall notify the architect of b. Solid lumber 50 square inches 8. Any lighting control systems which utilize an automatic time switch, occupant-sensing device, mechanical equipment. This contractor shall coordinate locations and requirements with the %'0 Ak any discrepancies immediately. All dimensions are to face of stud or concrete, unless otherwise c. Other finishes and miscellaneous materials - 6" x 6" automatic daylight control device, lumen maintenance control device or interior photocell general contractor and landlord prior to bid. noted, those indicated as clear shall be from finish. 7. Quantity of submittals: sensor, shall be installed in accordance with the manufacturers instruction. 449 6. These drawings have been assembled for use at their current size and scale. The contractor a. Material samples: 3 9. Automatic daylight control devices and lumen maintenance control devices shall only control assumes all responsibility for work not conforming to these documents due to the use of reduced b. Shop drawings: 1 pdf luminaries in the day lit area and have photocell sensors that are either ceiling mounted or = t; : / al fr, scale drawings for estimating or construction purposes. c. Erection drawings: 1 pdf located so that they are accessible only to authorized personnel. - �, r i' 7. Where construction details are not shown or noted for any part of the work, the work shall be 8. Submittal markings: the samples shall bear identification of the project, designer, general C �^ dr LEM, +RE executed consistent with the intent demonstrated by details provided for other work. If questions contractor, and the manufacturer. ELECTRICAL GENERAL NOTES- remain about intent, contact the architect prior to proceeding with the work. 9. Quality grade of millwork and casework: AWI quality standards and specifications shall govern 74 " 8. All surfaces and materials shall be thoroughly prepared smooth, clean, level and even. By according to the following grades: VF O 1 . Electrical work for this project is shown for design-build guidance. commencing finish installation, the finish contractor signifies its acceptance of the substrate and a. Casework: Premium Grade PLUMBING MECHANICAL GENE RAL NOTES • 2. Light fixtures and electric heating devices are located on drawings for general location only. • IN THE EVENT CONFLICTS ARE DISCOVERED thereby assumes responsibility for the quality of the installation. b. Natural finish millwork: Premium GradeBETWEEN THE ORIGINAL SIGNED AND SEALED 9. Where devices or items or parts thereof are referred to in singular, it is intended that such shall c. Running trim: Custom Grade Sizing of lumen output and power consumption is the responsibility of the design build DOCUMENTS PREPARED BY THE ARCHITECTS AND/OR THEIR CONSULTANTS,AND ANY COPY OF 1. Plumbingsystems work for this project is shown for design-build guidance. contractor. Confirm fixture selection with owner prior to installation. THE DOCUMENTS TRANSMITTED BY MAIL, FAX, apply to as many such devices, items, or parts as are required to properly complete the work. d. Architectural flush doors (natural finish): Premium Grade y p i g ELECTRONICALLY OR OTHERWISE,THE ORIGINAL 10. The contractor shall layout the work prior to proceeding. The contractor shall notify the architect 2. Plumbing fixtures are located on drawings for location only. Confirm fixture selection with owner 3. Contractor and subcontractors are required to review the drawings for all divisions of work. SIGNED AND SEALED DOCUMENTS SHALL GOVERN. of all discrepancies with the layout. Such inspection shall not relieve the contractor of prior to installation. Contractor is responsible for coordination of this work and the work of all subcontractors with all of all sibilifiy to conform to the intent of the contract documents. 3. Equipment schedule does not specify any plumbing fixtures such as grease traps, faucets, divisions of work including electrical demolition. It is this contractor's responsibility to provide all PROJECT # 2020-143 re 11 . Unless otherwise noted, dimensions, placements and alignments shown are critical for the DEFERRED SUBMITTALS : pressure reducing valves, etc. Nor does it include final connection to service. Plumbing the subcontractors with a complete set of bid documents. DATE: 1/6/2021 installation of furniture and equipment as well as for the use of the space by occupants. Finished contractor to provide if necessary. 4. Contractor or its subcontractors shall be responsible for obtaining and paying for all inspections REVISIONS dimensions may vary upward by 1/4" but may not vary downward. Where +/- is indicated 4. Contractor or its subcontractors shall be responsible for obtaining and paying for all inspections and tests required by any governmental agency to implement the plans and accept any required variation of up to 3% shall be allowable. Alignments of new and existing conditions shall be 1 . Deferred submittal review process: the portions of the project listed below will be constructed and tests required by any governmental agency to implement the plans and accept any required special inspections or reports, which shall be paid for by the owner. finished to a smooth and monolithic appearance (gap shall be overlapped to an inside or using a design/build approach. special inspections or reports, which shall be paid for by the owner. 5. Electrical information provided on architectural floor plans is for reference only, electrical design outside corner where practicable to avoid cracking). 2. The drawings included in this package are preliminary to provide a basis for bidding and 5. Plumbing requirements shown only for items listed on equipment schedule. build sub-contractor to confirm and coordinate all work. planning. 6. Plumbing contractor to provide rough-in and final connect. 6. Placement of light fixtures in ceiling planes takes precedence over all other services including fire 12. Do not deviate from the construction documents without the architect's written approval. The 3. Construction drawings for theportions listed are to beprovided bythe contractor as "deferred 7. Although some floor drains maybe shown onplans, provide all required floor drainsper the protection or suppression devices. contractor agrees to defend indemnify and hold harmless the architect from any claims arising asg g q pp a result of changes to the work without prior approval from the architect. submittal" drawings. plumbing code. 7. Placement of receptacles, convenience outlets, switches, smoke detectors, etc must meet 13. The general contractor shall be responsible for the timely arrival of all specified finish materials, 4. "Deferred submittal" drawings require approval of both architect/engineer and the authority electrical code requirements, accessibility requirements and must be rationally laid out in the equipment and any other materials to be utilized on the project. The general contractor shall having jurisdiction prior to construction per O.S.S.C. 2019 paragraph 107.3.4.2. space available. notify the architect in writing within 10 days of date of contract of those specified items that may 5. The procedure for deferred submittal is as follows: 8. Circuiting indicated on plan is partially diagrammatic for clarity. Circuiting shall be "thru-wiring" not be readily available and substitute items of equal quality and description. If notification is not a. Contractor to review and provide submittal stamp of approval. where and whenever possible. received by the architect, the contractor accepts responsibility for the proper ordering and follow b. Deferred submittal shall be submitted to the architect for review. 9. Field verify exact location and electrical requirements of all HVAC equipment with mechanical �� c. Following the completion of the architects review the contractor shall submit to the authority contractor prior to ordering related electrical equipment. up of specified cost to the owner to insure availability of all specified items so as not to create a having jurisdiction. 10. Coordinate with tenant's equipment power requirements. hardship on the owner nor delay progress of the work. d. Work related to deferred submittal items shall not be performed until the deferred submittal 11 . Electrical contractor shall make all final connections as required for a fully complete and0 14. If required construction barriers shall be installed by the general contractor, painted, detailed, documents have been approved by the authority having jurisdiction. operable system. and illuminated as per the architect's direction. No signs other than those authorized by the 6. The contractor is responsible for the following deferred submittals: 12. All stub-up dimensions from finished floor to center of box. architect or owner will be permitted on this barricade. a. Electrical service design 13. Equipment listed on equipment schedule will be uncrated and set in place only. Rough in and 15. Neither the owner nor the architect will enforce safety measures or regulations. The contractor b. Mechanical HVAC (Heating Ventilating And Air Conditioning) system design final hookup will performed by the electrical contractor. ('� shall design, install and maintain all safety devices and shall be solely responsible for conforming c. Plumbing service design 14. All electrical outlets and connections to be grounded type. V CD11 to all local, state and federal safety and health standards, laws and regulations. d. Fire suppression 15. Electrical contractor to furnish disconnects where code requires. �`� 16. All existing facilities to be maintained in-place by the contractor unless otherwise shown or -0 directed. Contractor shall take all precautions necessary to support, maintain or otherwise e. Fire alarm (where applicable) 16. Equipment listed on the equipment schedule does not include electrical fittings such as relays or i protect existing utilities and other facilities at all times during construction. Contractor shall leave 7. Design-build coordination, design build services shall include but not be limited to the following: disconnects to the electrical service. 0 a existing facilities in an equal or better-than-original condition and to the satisfaction of the a. Electrical system and service design 17. Plugs should enter receptacle from the dimension side of symbols unless noted otherwise. 0) b. Mechanical HVAC (Heating Ventilating And Air Conditioning) system design Lou 0 I-- architect/owner. c. Plumbing system and service design 17. The general contractor shall locate all existing utilities whether shown hereon or not and to d. Fire suppressionCI CO protect them from damage. The general contractor shall bear all expenses of repair or replacement of utilities or other property damaged by operations in conjunction with the e. Fire alarm (approved first by general contractor) 0() execution of his/her work. 8. Final design, engineering and shop drawings shall be submitted to architect for review and E 0 18. The general contractor shall secure all permits required by the local jurisdiction, state agency approval prior to proceeding, shop drawings shall include all materials, configurations, ;0 +- and/or county. attachments, and finishes. D t!7 19. Mechanical hvac, plumbing, fire suppression, low voltage and electrical work require separate "Imm « permits. Trade subcontractors shall secure all required permits affecting their scope of work. =0 20. Exit doors shall be operable from the inside without the use of a key or any special knowledge or DESIGN-BUILD NOTES . C _ effort. Exit doors shall swing in the direction of exit travel when serving an occupant load greater than 50. 0 E •U ,..... 21. install wall backing for all wall mounted items, including but not limited to the following: door 1 . Design/Build - mechanical/electrical/plumbing/sprinkler. = stops, fixtures, wall cabinets, shelving, counters, toilet accessories, security equipment, hand rails, 2. Design/Build services shall be required of the Contractor for the Mechanical, Electrical, T U window covering tracks, equipment racks, etc. Plumbing, and Sprinkler portions of the work. All systems new and existing shall be designed, 0 p 0 22. Coordinate location of recessed or semi-recessed items to avoid back to back installation and to modified, provided and/or installed as required by the new layout. Contractor shall submit reduce noise transfer through partitions. design drawings and product submittals for all design/build systems to the designer and the Immo ..... 23. Provide water resistant gypsum board at bathtub/shower walls and bathroom ceilings. building for review and approval. t11 24. Architect shows fire extinguishers in general logical location: verify requirements and locations 3. Conform to applicable codes, ordinances, specific building,standards and industry standards for0 with local fire marshal. General contractor toprovide fire extinguishers and cabinets (where T Co g first class installations of all systems. Comply with building and lease specific requirements for CD called out). emergency lighting, electrical service and sub-metering (contractor shall be responsible for the 0 0 25. Specifications of material and equipment by the use of name, model number, and/or general verification of adequacy of service and panel space). Contractor shall field verify and confirm CO M coordinate installations with equipment dimensions, including equipment to be installed by the with the building prior to submitting their bid for the work. • N tenant. 4. Contractors shall be responsible for all design and documentation (including required design LE 26. All work shall conform to standards of the industry for first quality workmanship and materials documents professionally sealed by an engineer where and as required by the local jurisdiction) ai.) and shall conform to manufacturer's recommendations and specifications. as may be required for the full and complete installation of HVAC, power, lighting and sprinkler 27. Materials are specified by name, model number and description were practicable in order to systems, as well as applying and obtaining all permits, approvals, inspections and certificates ■I avoid inaccuracies. The contractor shall review all specifications and notify the architect of any required for the completion of the project for occupancy. discrepancies in these documents prior to proceeding with the work. 5. Contractor shall submit HVAC design drawings and product submittals to the designer and the 28. Floor material changes shall occur at the centerline of doors except where notes. See thresholdbuilding for review and approval, including clear indications of zones, locations of supply and Emma details for special conditions (if any). return diffusers and thermostat locations. Contractor shall provide HVAC balancing report in 29. Blocking and grounds at areas which have millwork, shelving, and tenant furnished furniture wall triplicate to the architect and the building upon completion of the installation and balancing. cabinets indicated on the drawings shall be included with the work. 6. Fire suppression system: contractor shall modify existing fire suppression system consistent with requirements of code, new use, NFPA, and owner's insurance underwriter. Submit shop drawings SHEET: for approval of building's engineer. 7. Sprinkler head types: a. At gypsum board ceiling: fully recessed flush mounted type with white cover plates. b. At suspended acoustic tile ceiling: centering not required, maintain min 6" from grid. 8. Contractor shall be responsible for complete as-built documents at the completion of the project 00.02 and shall submit reproducible copies to the landlord for their records. Copyright©2021-22 STUDIO 3 ARCHITECTURE,INC. _-_ _ ___ STUDIO CODE REVIEW : PROJECT NAME: Columbia Bank ADDRESS: 13500 SW Pacific Hwy Suite 86,Tigard, OR PROJECT No: 20-143 DEFERRED SUBMITTALS: • N/A 3 GOVERNING CODES: • Structural - Life Safety: 2019 Oregon Structural Specialty Code (OSSC) • Mechanical: 2019 Oregon Mechanical Specialty Code (GMSC) • Plumbing: 2017 Oregon Plumbing Specialty Code (OPSC) ARCHITECTURE • Electrical: 2017 Oregon Electrical Specialty Code (OESC) • Energy: 2019 Oregon Zero Energy Ready Specialty Code (OZERCC) INCORPORATED • Fire Sprinklers: NFPA 13 - Standard for the Installation of Sprinkler Systems • Fire Alarm: NFPA 72 - Notional Fire Alarm Code 2 7 5 COURT SI NE • Gas Code: 2019 Oregon Mechanical Specialty Code SALEM, O R 9 7 3 0 1 - 3 4 4 2 • Accessibility ICC/ANSI Al 17.1-2017 Standard for Accessible and Usable Buildings and Facilities P 5 0 3 3 9 0 6 5 0 0 USE AND OCCUPANCY CLASSIFICATION: www.studio3architecture.com • "B" "Banks" Section 304 /� CONSTRUCTION TYPE: Y��� ARS • Type V-B. �/ OCCUPANCY SEPARATIONS: per Section 508.3: ,449 • All tenants in building are B Occupany, no separation required. r '. r "tv /Air, 4jr IK ------ - u u 7 u 27-:: - .."` OCCUPANT LOAD: • 7 101 Entry 445sf/l 50 = 2.97 occ .LEM, •+RE •+ 102 Banker Bar 96"/18" = 5.33 occ .11L74:1)� 103 Seating 1 10sf/15 = 7.33 occ • 104 Meeting 1 17sf/15 = 7.80 occ �� (��� 105 Office 162sf/150 = 1.08 occ OF '- 106 Office 162sf/150 - 1.08 occ 1 • 110 Break 138sf/150 = 0.92 occ 1 12 Storage 100sf/300 = 0.33 occ IN THE EVENT CONFLICTS ARE DISCOVERED Banker Bar Seating Meeting Area Office f\, g = DOCUMENTS BETWEEN THE REPAIRED BY NAL SIGNED ARCHITECTAND S 1 13 Client Service 233sf/1 5O 1.55 OCC AND/OR THEIR CONSULTANTS,AND ANY COPY OF 102 103 I 04 I 05 114 ATM 95sf/300 = 0.32 occ THE DOCUMENTS TRANSMITTED BY MAIL, FAX, I \ 115 Conference 131 sf/15 = 8.73 occ SIGNED ANID SEAL DRDOCUMENITS SHALL GOV RN. Bar Length: 96' Area: 117 sf ' Area: 162 sf \ 96"/18" = 5.33 Occ Area: 110 sf 1 17sf/15 = 7.80 Occ �` 162sf/150 = 1.08 Occ \ Total = 37.44 occupants 110505 = 7.33 Occ PROJECT # 2020-143 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS IN HOURS per Table 601 and 602 \ • Primary Structural Frame Including Columns,and Girders: 0 hrs DATE: 1/6/2021 • ' \ Bearing Walls, Exterior: 0 hrs REVISIONS • Bearing Walls, Interior: 0 hrs • Non-bearing Walls, Exterior: < 5'to property line 1 hrs \ • Non-bearing Walls, Exterior: > 5'but < 10'to property line 1 hrs • Entry • Non-bearing Walls, Exterior: > 10' but < 30'to property line 1 hrs r • Non-bearing Walls, Exterior: ?30'to property line 0 hrs 1 01 I Non-bearing Walls and Partitions, Interior: 0 hrs Area: 445 sf • Floor Construction Including supporting beams and joists: 0 hrs • Roof Construction: 0 hrs 162sf/150 = 2.97 Occ 1 • CPoT = 69' - • INTERIOR FINISHES:Table 803.13 for"B"Occ Max = 75'-0" • Exit Enclosures and Exit Passages: Class B: Flame Spread 26-75; Smoke-developed 0-450 N/A • Corridors: Class B: Flame Spread 26-75; Smoke -developed 0-450 N/A 7:1. .,..._ Office • All other spaces: Class C: Flame Spread 76-200; Smoke -developed 0-450 \ 106 FIRE PROTECTION SYSTEMS: \ f Area: 162 sf - Automatic Sprinkler System required, per OSSC 2019, Section 903 mll • Portable Fire Extinguisers requiredper OFC 2019, Section 906. (Not a BuildingCode Requirement). 162sf/150 = 1.08 Occ i 9 q q ) • FireAlarmSystem is required per OSSC 2019, Section 907� P Paragraph h 907.2.2. 1 IT "rt . \ • COMMON PATH OF TRAVEL: (1111) • Common path of travel maximum without fire sprinklers is 75'-0"per paragraph 1006.2.1. • \ \ n ' EXIT ACCESS TRAVEL DISTANCE: [ , •\ Maximum travel distance without fire sprinklers to the most remote exit doors is 200'-0"for B occupancy per table 1017.2. Hall VENTILATION REQUIREMENTS: Table 403.3 (Mechanical Code) 0 • Conference - Occupancy: Estimated occ Load Outdoor Air(cfm) Area Outdoor Airflow Exhaust Airflow 115 i �\ _-- 07 per l 000sf per person CFM/SF Rate CFM/SF H - 5 0.06 n/a C 131 sf/15 = $.73 Occ '� Reception Areas 30 555 0.06 n/a Main EntryLobby 10 5 0.06 n/a O > 0) Corridors n/a n/a 0.06 n/a ./." Toilet Rooms n/a n/a n/a 50 constant or 70 intermittent ilim CI; 1.--- alr • Work Rooms 4 5 0.06 0.5 L. r . Break Room ACCESSIBILITY: a iya .. Client Service Storage ., ,_ 110 1 O I BUILDING DESIGNED TO MEET REQUIREMENTS OF 2014 OSSC CHAPTER 11 AND ANSI Al 17.1 2009: I Center /, 1 1 • Design: per 1101.2,accessibility design governed by 2014 OSSC Chapter 11 and ICC Al 17.1-2009E . 1 1 1 3 I I 2 I Area: 138 sf I • Door Opening Force: per 1101.2.2.5, Exterior doors max 8.5 lbs-force, Interior doors max 5 lbs-force. -4- - ATM 138sf/150 = 0.92 Occ Toilet � • Scope Requirements: per Section 1103, Building required to be accessible to people with disabilities.An exception exists for '- Area: 233 sf� Area: 100 sf equipment spaces and limited access spaces such as attics. r I 114 I 233sf/150 = 1.55 Occ fl 00sf/300 = 0.33 Occ I 1 09 I Accessible Routes: per Section 1104, (i) Area: 95 sf I • Accessible Entrances: per Section 1105, 60 percent of all public entrances shall be accessible. For greater certainty all entrances 95sf/300 - 0.32 Occ V Elec. ! will meet accessibility standards. l Parking and Passenger Loading Facilities: per Section 1106. ih I �$ I • - C43 • Special Occupancies: per Section 1 108. _ n • Other Features and Facilities: per Section 1 109 and complying with ICC Al 17,1 Signage: Per Section 1 1 100 U i . . _ . . T i-'.1 , it4 -, CHAPTER 29 PLUMBING REQUIREMENTS: •V Per OSSC 2902.2 Exception 4, B-Occupancy with less than 50 occupants used for business purposes is allowed to share (1) singlec E , - occupant restroom . 0 I' ail) D al' • 0 (..i) 111m oU ti 1.1") LIM i- cu c ___... SHEET: G 1 ill 0 1 0 ' I Code Review Plan I 1. 2' 4' i 12' Copyright C)2021-22 STUDIO 3 ARCHITECTURE,INC. GENERAL DEMOLITION NOTES: STUDIO • GENERAL DEMOLITION NOTES APPLY TO ALL • SEPARATE AREAS IN WHICH DEMOLITION IS BEING DEMOLITION DRAWINGS. CONDUCTED FROM OTHER AREAS THAT ARE STILL OCCUPIED. • COORDINATE WORK WITH UTILITY COMPANIES; • PROVIDE, ERECT,AND MAINTAIN TEMPORARY NOTIFY BEFORE STARTING WORK AND COMPLY WITH DUSTPROOF PARTITIONS OF CONSTRUCTION IN THEIR REQUIREMENTS; OBTAIN REQUIRED PERMITS. LOCATIONS INDICATED ON DRAWINGS OR AS DIRECTED. • COMPLY WITH APPLICABLE CODES AND REGULATIONS 3 FOR DEMOLITION OPERATIONS AND SAFETY OF • REMOVE EXISTING WORK AS INDICATED AND AS ADJACENT STRUCTURES AND THE PUBLIC. REQUIRED TO ACCOMPLISH NEW WORK. • OBTAIN REQUIRED PERMITS. • REMOVE ITEMS INDICATED ON DRAWINGS. • COMPLY WITH APPLICABLE REQUIREMENTS OF ARCHITECTURE NFPA 241. • SERVICES (INCLUDING BUT NOT LIMITED TO HVAC, • USE OF EXPLOSIVES IS NOT PERMITTED. PLUMBING, FIRE PROTECTION, ELECTRICAL,AND INCORPORATED • PROVIDE, ERECT,AND MAINTAIN TEMPORARY TELECOMMUNICATIONS: REMOVE EXISTING SYSTEMS BARRIERS AND SECURITY DEVICES. AND EQUIPMENT AS INDICATED, 2 7 5 COURT ST. NE • USE PHYSICAL BARRIERS TO PREVENT ACCESS TO • MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO SALEM, OR 9 7 3 0 1 - 3 4 4 2 AREAS THAT COULD BE HAZARDOUS TO WORKERS REMAIN IN OPERATION;MAINTAIN ACCESS TO p : 5 0 3 . 3 9 0 . 6 5 0 0 OR THE PUBLIC. EQUIPMENT AND OPERATIONAL COMPONENTS. www.studio3architecture.com • CONDUCT OPERATIONS TO MINIMIZE EFFECTS • WHERE EXISTING ACTIVE SYSTEMS SERVE ON AND INTERFERENCE WITH ADJACENT OCCUPIED FACILITIES BUT ARE TO BE REPLACED op ��STRUCTURES AND OCCUPANTS. WITH NEW SERVICES, MAINTAIN EXISTING SYSTEMS C • DO NOT CLOSE OR OBSTRUCT ROADWAYS OR IN SERVICE UNTIL NEW SYSTEMS ARE COMPLETE SIDEWALKS WITHOUT PERMIT. AND READY FOR SERVICE. • CONDUCT OPERATIONS TO MINIMIZE • VERIFY THAT ABANDONED SERVICES SERVE ONLY .449c. OBSTRUCTION OF PUBLIC AND PRIVATE ABANDONED FACILITIES BEFORE REMOVAL. ENTRANCES AND EXITS; DO NOT OBSTRUCT • REMOVE ABANDONED PIPE, DUCTS, CONDUITS, r .. , ' •'„ REQUIRED EXITS AT ANY TIME; PROTECT PERSONS AND EQUIPMENT, INCLUDING THOSE ABOVE /� /Weil/ ,,..,,- •-- Yt ir -�'�--"�f�� ---... �. yam... Irl r- -tr- -• u �t __ ^rf USING ENTRANCES AND EXITS FROM REMOVAL ACCESSIBLE CEILINGS; REMOVE BACK TO SOURCE • 7 I OPERATIONS. OF SUPPLY WHERE POSSIBLE, OTHERWISE CAP 411E7'LEIS, IRE 0 • OBTAIN WRITTEN PERMISSION FROM OWNERS OF STUB AND TAG WITH IDENTIFICATION. O ADJACENT PROPERTIES WHEN DEMOLITION +' a et" C C EQUIPMENT WILL TRAVERSE, INFRINGE UPON OR • PROTECT EXISTING WORK TO REMAIN. . �� '\\.‘ LIMIT ACCESS TO THEIR PROPERTY. • PREVENT MOVEMENT OF STRUCTURE; PROVIDE 3. III \ SHORING AND BRACING IF NECESSARY. I • PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES • PERFORM CUTTING TO ACCOMPLISH REMOVALS IN THE EVENT CONFLICTS ARE DISCOVERED SALVAGE AND RECYCLING OF MATERIALS. NEATLY AND AS SPECIFIED FOR CUTTING NEW BETWEEN THE ORIGINAL SIGNED AND SEALED r\ • DISMANTLE EXISTING CONSTRUCTION AND WORK. ADOCUMENTS PREPARED BY THE ARCHITECTS ND/OR THEIR CONSULTANTS,AND ANY COPY OF © SEPARATE MATERIALS. • REPAIR ADJACENT CONSTRUCTION AND FINISHES THE DOCUMENTS TRANSMITTED BY MAIL, FAT, SET ASIDE REUSABLE, RECYCLABLE,AND DAMAGED DURING REMOVAL WORK. ELECTRONICALLY NNAL D DOCUMENTS SHALL ORIGINAL• SALVAGEABLE MATERIALS;STORE AND DELIVER TO • PATCH AS SPECIFIED FOR PATCHING NEW WORK. III 1 \ COLLECTION POINT OR POINT OF REUSE. • REMOVE BUILDING FOUNDATIONS UNDER PROJECT # 2020-1 43 III . • HAZARDOUS MATERIALS: COMPLY WITH 29 CFR 1926 DEMOLISHED BUILDINGS,COMPLETELY. DATE: 1/6/2021 AND STATE AND LOCAL REGULATIONS. • REMOVE BUILDING SERVICES AND BURIED UTILITIES REVISIONS • MAINTAIN WEATHERPROOF EXTERIOR BUILDING UNDER DEMOLISHED BUILDINGS, COMPLETELY. ENCLOSURE EXCEPT FOR INTERRUPTIONS REQUIRED III • FOR REPLACEMENT OR MODIFICATIONS;TAKE CARE • REMOVE DEBRIS,JUNK,AND TRASH FROM SITE. TO PREVENT WATER AND HUMIDITY DAMAGE. III • REMOVE FROM SITE ALL MATERIALS NOT TO BE REUSED — IIL \�I • DRAWINGS SHOWING EXISTING CONSTRUCTION AND ON SITE; DO NOT BURN OR BURY. UTILITIES ARE BASED ON CASUAL FIELD OBSERVATION AND EXISTING RECORD DOCUMENTS ONLY. • LEAVE SITE IN CLEAN CONDITION, READY FOR • VERIFY THAT CONSTRUCTION AND UTILITY SUBSEQUENT WORK. ARRANGEMENTS ARE AS SHOWN. • REPORT DISCREPANCIES TO ARCHITECT BEFORE • CLEAN UP SPILLAGE AND W1ND-BLOWN DEBRIS FROM _ 0 DISTURBING EXISTING INSTALLATION. PUBLIC AND PRIVATE LANDS. • BEGINNING OF DEMOLITION WORK T CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS. IMIMM III 1 T t al) L__. ::' E c:, 0 _, 0 73 i - 0 64 F 0> .... 0) ri' A _ - 2 o L f II • a.. CO II 0 1i 00 Il © © a) II J r 7 S � >,- II 1 © DEMOLITION FLOOR PLAN NOTES : c _ Lli 0 ___., rf- ..„.____1 Fl IEXISTING HSS COLUMN TO REMAIN. ,,I-- _ i W EXISTING NON-STRUCTURAL PARTITION TO BE C 3 u 2 REMOVED. a) 1 ' 1 EXISTING DOOR TO BE REMOVED. INFILL WITH FRAMING TO MATCH EXISTING,ALIGN NEW FINISHES WITH EXISTING. I-- I " 1 EXISTING STOREFRONT DOOR TO BE REPLACED, SEE 10 PLANS FOR MODIFICATIONS. lim 0 CD EXISTING ELECTRICAL PANEL TO REMAIN. 0 U Lr) 5 CO • - 6 SAWCUT AS REQUIRED TO ADD (2) LOW VOLTAGE r CONDUITS. 1,... a) C _, SHEET: ' 0 A 1 . 1 1 Demolition Floor Plan 0' 1. 2' 4' 8' 12' Copyright 4 2021.22 STUDIO 3 ARCHITECTURE,INC. GENERAL PLAN NOTES : STUDIO 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 9. PROTECT EXISTING WORK TO REMAIN. A. PREVENT MOVEMENT OF STRUCTURE; PROVIDE 2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD SHORING AND BRACING 1F NECESSARY. NOT BE SCALED. NOTIFY ARCHITECT OF ANY B. PERFORM CUTTING TO ACCOMPLISH REMOVALS DISCREPANCIES IMMEDIATELY UPON DISCOVERY. NEATLY AND AS SPECIFIED FOR CUTTING NEW3 OBTAIN CLARIFICATION OF DIMENSIONS OR WORK. DISCREPANCIES PRIOR TO PROCEEDING WITH AREA OF C. REPAIR ADJACENT CONSTRUCTION AND FINISHES REQUIRED WORK. DAMAGED DURING REMOVAL WORK. D. PATCH AS SPECIFIED FOR PATCHING NEW WORK. 3. DIMENSIONS ARE TO FACE OF FRAMING. DIMENSIONS STATED AS CLEAR ARE TO FACE OF 10. REMOVE DEBRIS,JUNK,AND TRASH FROM SITE. FINISH. ARCHITECTURE 11. REMOVE FROM SITE ALL MATERIALS NOT TO BE REUSED I N CORPORATE D 4. SEE WALL SECTIONS FOR DESCRIPTION OF EXTERIOR ON SITE; DO NOT BURN OR BURY. WALL MATERIALS. 12. LEAVE SITE IN CLEAN CONDITION, READY FOR 2 7 5 COURT ST. NE 5. ALL INTERIOR PARTITIONS TO RECEIVE GLASS FIBER SUBSEQUENT WORK. SALEM, OR 97301 - 3 4 4 2 INSULATION, FULL HEIGHT. P 5 0 3 3 9 0 6 5 0 0 13. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM www.studio3architecture.com 6. COORDINATE LOCATION OF RECESSED OR SEMI- PUBLIC AND PRIVATE LANDS. RECESSED ITEMS TO AVOID BACK TO BACK ��� AR INSTALLATION AND TO REDUCE NOISE TRANSFER 14. WORK SHOWN ON THESE DRAWINGS IS TO BE C THROUGH PARTITIONS. SUPPLIED, FURNISHED, CONSTRUCTED, INSTALLED ALL AS PER THE GENERAL CONDITIONS AND THE 7. INSTALL WALL BACKING FOR ALL WALL MOUNTED SPECIFICATIONS: EXCEPTIONS AS DESCRIBED BY THE ., '449 ITEMS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING ABBREVIATIONS: FOLLOWING: DOOR STOPS, FIXTURES,WALL A. CFCI CONTRACTOR FURNISHED - i , r �'i tl1 !f CABINETS, SHELVING, COUNTERS,TOILET CONTRACTOR INSTALLED. AidIP grew/ `� ,,._..,.�._,,., _ .,.._ �...��.,.1.. �_.ti_--._. -,_��. —" tir "-• �,• • r►._._.,�..,_..r� ACCESSORIES, SECURITY EQUIPMENT, TACK BOARDS B. OFCI OWNER FURNISHED -CONTRACTOR • _N tilt...4, AND MARKER BOARDS, HAND RAILS AND WINDOW INSTALLED. ` E ARE ► midi . . ill COVERING TRACKS. C. OFOI OWNER FURNISHED - OWNER INSTALLED. ��. D. NIC OR N.I.C. NOT IN CONTRACT OR NOT A i� it' , 16 8. SEPARATE AREAS IN WHICH WORK IS BEING PART OF THIS CONTRACT. O� l\(15 CONDUCTED FROM OTHER AREAS THAT ARE STILL OF • Seating OCCUPIED. ` 103 A. PROVIDE, ERECT,AND MAINTAIN TEMPORARY IN THE EVENT CONFLICTS ARE DISCOVERED . . . . DUSTPROOF PARTITIONS OF SUITABLE BETWEEN THE ORIGINAL SIGNED AND SEALED r` CONSTRUCTION IN LOCATIONS INDICATED ON DOCUMENTS PREPARED BY THE ARCHITECTS Of ice AND/OR THEIR CONSULTANTS,AND ANY COPY OF Banker Bar \ DRAWINGS OR AS DIRECTED. THE DOCUMENTS TRANSMITTED BY MAIL, FAX, 102 1 OJ \ SIGNED AND SEALED ELECTRONICALLY RDOCUMENTS SHALL GOVERNOTHERWISE,THE ` Meeting Area PROJECT # 2020-143 iiiri---__ 1 104 /, � FLOOR PLAN NOTES : DATE: 1/6/2021 • ••••• 4•••• WCLOUD ABOVE �j•� / REVISIONS •• •••• if A ` WALK UP ATM. REPLACE GLAZING UNITS WITH OPAQUE PANELS •••• • ••ir•�►•i• / N s� ! WHERE ATM AND DEPOSIT BOX OCCUR. •t* •••�• 4fr•'•'i• i0• / \ 1 ` 1 17 •♦••9 Q•• ♦ •ii••••i4 0••• . / \ ! NIGHT DEPOSIT BOX. ••�•�•�►'��♦*�••• ••�•�• / ` 2 WALK-OFF MAT TO BE FLUSH W/ NEW FINISH 18 ••••:. ••i�•••O'' Ent / \ C \ \, 3 KEY WATCHER. FLOORING. ;ttic $ rY / \ i101 1111/ 4VAULT. ♦• • • /•• NETWORK/IT RACK. PROVIDE PLYWOOD BACKING. • / 110, 5 �••�•*••� •7•• •. / \� Office ® REFRIGERATOR. ��+!•+•��i;•• 000 / \ 106 06 IEMPLOYEE LOCKERS. ml _ I. f G BEVERAGE / �� ❑ ��5 STATION \ / � —�;— N / \ I I MOP/UTILITY SINK. c �� Nill i IT \ ADD VERTICAL GRAB BAR TO EXISTING RESTROOM. / ' 111 f ` ° 9 N k 1201/ • E \ / ' . . EXISTING ELECTRICAL PANEL TO REMAIN. N , \ 10 (0Jonferenc.:10 � \ ♦ i , E14 \ / GLASS NEW 2x4 FURRING WALL TO COVER EXISTING DOOR/ 11 \ ` / �, TO REMAIN LOCKED. I V Koos 0a.) _x 115 '���1 Hall 12 INFILL WALL WHERE DOOR WAS REMOVED. MATCH MI 1 14 111 i EXISTING FRAMING DIMENSIONS,ALIGN NEW ! 1,,,__.____:_;,_071. FINISHES W/EXISTING. _ ❑ NEW ENTRY DOOR IN EXISTING STOREFRONT g 7311L 13 ASSEMBLY. (E) COL. �\O' ® ci,iii..?.:2 ...„.7 17C-18 1 q NEW PLASTIC LAMINATE COUNTER. SEE INTERIOR ELEVATIONS FOR CASEWORK. '� 1 LI1 II co 1E( jl NEW SINGLE BASIN SS SINK. �O U Storage 14 Break Room o�� 112 110 Toilet ~ i b WALL-MOUNTED TOUCH SCREEN KIOSK, OFC`. ,+,., - _ -, — _ I I 1 09 I PROVIDE POWER AND DATA. 0 Client Service Elec. i/) ATM Center 4 ® I 10$ �� •• Ill 1 114. 113 1 9 1 08-2 (E) �' H. MCI 1 3 - n 14L.-SI 114-1 II 112-1 i i (, .. ..._, I C •u a.) D Q- 0 (i)Lim O Q oU U 1-.0 • m a) 4...C .. I SHEET: 1 I 0 Proposed Floor Plan Al .21 ' 0' 1' 2' 4' 8' 12' f f i 1 I 1 1/4" = 1'-0" Copyright®2021-22 STUDIO 3 ARCHITECTURE,INC. - STUDIO GENERAL PLAN NOTES : I REMAIN. GENERAL NOTES APPLY TO ALL DRAWINGS. 9. PROTECT EXISTING WORK TO A. PREVENT MOVEMENT OF STRUCTURE; PROVIDE 2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD SHORING AND BRACING IF NECESSARY. NOT BE SCALED. NOTIFY ARCHITECT OF ANY B. PERFORM CUTTING TO ACCOMPLISH REMOVALS 3 DISCREPANCIES IMMEDIATELY UPON DISCOVERY. NEATLY AND AS SPECIFIED FOR CUTTING NEW OBTAIN CLARIFICATION OF DIMENSIONS OR WORK. DISCREPANCIES PRIOR TO PROCEEDING WITH AREA OF C. REPAIR ADJACENT CONSTRUCTION AND FINISHES REQUIRED WORK. DAMAGED DURING REMOVAL WORK. D. PATCH AS SPECIFIED FOR PATCHING NEW WORK. 3. DIMENSIONS ARE TO FACE OF FRAMING. DIMENSIONS STATED AS CLEAR ARE TO FACE OF 10. REMOVE DEBRIS,JUNK,AND TRASH FROM SITE. FINISH. ARCHITECTURE 11. REMOVE FROM SITE ALL MATERIALS NOT TO 8E REUSED 4. SEE WALL SECTIONS FOR DESCRIPTION OF EXTERIOR ON SITE; DO NOT BURN OR BURY. INCORPORATED WALL MATERIALS. 12. LEAVE SITE IN CLEAN CONDITION, READY FOR 2 7 5 COURT ST. NE 5. ALL INTERIOR PARTITIONS TO RECEIVE GLASS FIBER SUBSEQUENT WORK. SALEM, O R 97301 - 3 4 4 2 INSULATION, FULL HEIGHT. P : 5 0 3 . 3 9 0 . 6 5 0 0 13. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM www.studio3orchitecture.com • 6. COORDINATE LOCATION OF RECESSED OR SEMI- PUBLIC AND PRIVATE LANDS. RECESSED ITEMS TO AVOID BACK BACK v�YAH INSTALLATION AND TO REDUCE NOISE TRANSFER 14. WORK SHOWN ON THESE DRAWINGS IS TO BE ]�42'-3 5/8" THROUGH PARTITIONS. SUPPLIED, FURNISHED, CONSTRUCTED, INSTALLED ALL / / ,�J, AS PER THE GENERAL CONDITIONS AND THE "Ye" 6'-5 1/2" /- 7. INSTALL WALL BACKING FOR ALL WALL MOUNTED SPECIFICATIONS: EXCEPTIONS AS DESCRIBED BY THE 449 ITEMS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING ABBREVIATIONS: 6' 9 3/4" FOLLOWING: DOOR STOPS, FIXTURES,WALL A. CFCI CONTRACTOR FURNISHED i ''� 4�� Y CABINETS,SHELVING,COUNTERS,TOILET CONTRACTOR INSTALLED. sr fJ Ipraiii `r r - ��� ACCESSORIES, SECURITY EQUIPMENT,TACK BOARDS B. OFCI OWNER FURNISHED- CONTRACTOR �— y. �. .-_ "1 .� i" ---"" _..._-ij.i aa- -- .� I d \i - 1, .. ._ 1i � - AND MARKER BOARDS, HAND RAILS AND WINDOW INSTALLED. LEM, !RE !� COVERING TRACKS. C. OFOI OWNER FURNISHED- OWNER INSTALLED_ c...,- - , ...5..:..) 9 D. NIC OR N.I.C. NOT IN CONTRACT OR NOT A te, �\ `���. 8. SEPARATE AREAS IN WHICH WORK IS BEING PART OF THIS CONTRACT. O�S 0� / CONDUCTED FROM OTHER AREAS THAT ARE STILL I` OCCUPIED. Seating ao 103 "� A. PROVIDE, ERECT,AND MAINTAIN TEMPORARY IN THE EVENT CONFLICTS ARE DISCOVERED ? DUSTPROOF PARTITIONS OF SUITABLE BETWEEN THE ORIGINAL SIGNED AND SEALED CD _. r CONSTRUCTION IN LOCATIONS INDICATED ON AND/OR THEIR CONSULTANTS,AND ANY COPY OF lDOCUMENTS PREPARED BY THE ARCHITECTS i THE DOCUMENTS TRANSMITTED BY MAIL, FAX, Office �frex ,�v DRAWINGS OR AS DIRECTED. ELECTRONICALLY OR OTHERWISE,THE ORIGINAL - Banker Bar 105 SIGNED AND SEALED DOCUMENTS SHALL GOVERN. 102 1'-6" /TYP / Meeting Area f PROJECT # 2020-143 1 104 1DATE: 1/6/2021 \ \ �. REVISIONS • \ r f_\ Entry .\ ////-.7 101 ti semftv N., N\ . - ALIGN FLUSH W/ Office \ \ 1- -1SOFFIT ABOVE 6-4 3 5/8 CC* \ ( 1 06 �r • \f Z I' rbY , -,7!:9,• C - O! 1 _ ��� ALIGN FLUSH W/ q��,/ ,\O. IT fes! i 1as) 31 SOFFIT ABOVE q� 1 1 1 v'� • I ' ,L' \ -mayC121 1� ♦ : E rte E z o 1'-2 1/4" f��$ - 10'-4 1/B" /� LL in • • -\ G) O LU `=' f Conference s / s' 7 7/811 / Hall V 115 5' 1 3/4 / I 107 1 3 ao S-8 1/2. ID ALIGN W/ '12 136:��° _I �`Le) L MN 1 0 0) ID 5,_5 3/4" �O COU Vit \ 3,1 i 0 1-- '2'i CV' 1 `�� -d 5- .; , 1 a in ::0 ;,. co M I ,, _ Q + L] C 72 �, = �, 10.E M Break Room ' 1111111:4 _ v E N r 110 Toilet CI • Tim _ — — — Client Service/-j ��Storage 109 Elec. - • C!') EO ATM = Center 1 1 12 ] [ I- 1 108 1 �l xi ?. 1147 1 113 1 o 8 ! r _i_ _ . c = ---1 . Jae . E- � _ "I' � r I �U _.WIk''''IlL4;•—' r• -1 11 \ 0 ,4-u Emilc 3 cic:2 al) 1. 1 1'-1 0 3/4" 1/8" 17'-3 1/2" 3 5 8" 6'-8 5/8' 3�5/8" 9'-8" // 6'-6" // 5' 3 1/4" , 59'-0" y 0 c/'} Ilim CD oU U I-1) . nom ai) . lic SHEET: A1 .22 ' 1 Dimension Floor Plan0 A 1 0' 1' 2 4 8' 1 2' I 1 1 1 I 1/4' = 1'-0" Copyright©2021.22 STUDIO 3 ARCHITECTURE,INC. REFLECTED CEILING PLAN NOTES : GENERAL PLAN NOTES : STUDIO 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 9. PROTECT EXISTING WORK TO REMAIN. RECESSEDLEDFIXTUREINSUSPENDEDCEILINGABOVEA. PREVENT MOVEMENT OF STRUCTURE; PROVIDE CEILING CLOUD. 2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD SHORING AND BRACING IF NECESSARY. 1 NOT BE SCALED. NOTIFY ARCHITECT OF ANY B. PERFORM CUTTING TO ACCOMPLISH REMOVALS PROVIDE LEDUPLIGHTINGA7WALLCABINETS. DISCREPANCIES IMMEDIATELY UPON DISCOVERY. NEATLY AND AS SPECIFIED FOR CUTTING NEW OBTAIN CLARIFICATION OF DIMENSIONS OR WORK. SOFFIT/CLOUD, 5/8"GYPSUMWALLBOARD OVFRDISCREPANCIES PRIOR TO PROCEEDING WITH AREA OF C. REPAIR ADJACENT CONSTRUCTION AND FINISHES M :10 LIGHT GAUGE METAL STUD FRAMING. REQUIRED WORK. DAMAGED DURING REMOVAL WORK. D. PATCH AS SPECIFIED FOR PATCHING NEW WORK. CEILING CLOUD, T&G WOOD PANELING OVER 1/2" 3. DIMENSIONS ARE TO FACE OF FRAMING. PLYWOOD OVER L1GHT GAUGE METAL STUD DIMENSIONS STATED AS CLEAR ARE TO FACE OF 10. REMOVE DEBRIS,JUNK,AND TRASH FROM SITE. B FRAMING. SEE DETAIL 1/A5.42 FINISH. ARCHITECTURE 11. REMOVE FROM SITE ALL MATERIALS NOT TO BE REUSED 4. SEE WALL SECTIONS FOR DESCRIPTION OF EXTERIOR ON SITE; DO NOT BURN OR BURY. INCORPORATED WALL MATERIALS. 12. LEAVE SITE IN CLEAN CONDITION, READY FOR 2 7 5 COURT ST. NE 5. ALL INTERIOR PARTITIONS TO RECEIVE GLASS FIBER SUBSEQUENT WORK. SALEM, OR 97301 - 3 4 4 2 INSULATION, FULL HEIGHT. P : 5 0 3 . 3 9 0 . 6 5 0 0 13. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM www,studio3architecture.com '1 6. COORDINATE LOCATION OF RECESSED OR SEMI- PUBLIC AND PRIVATE LANDS. RECESSED ITEMS TO AVOID BACK TO BACK INSTALLATION AND TO REDUCE NOISE TRANSFER 14. WORK SHOWN ON THESE DRAWINGS IS TO BE %1410 Ake THROUGH PARTITIONS. SUPPLIED, FURNISHED, CONSTRUCTED, INSTALLED ALL 1" jr 1 AS PER THE GENERAL CONDITIONS AND THE l� 7. INSTALL WALL BACKING FOR ALL WALL MOUNTED SPECIFICATIONS: EXCEPTIONS AS DESCRIBED BY THE •449 ITEMS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING ABBREVIATIONS: FOLLOWING: DOOR STOPS, FIXTURES,WALL A. CFCI CONTRACTOR FURNISHED- f '. ' ''u - (7 f CABINETS,SHELVING, COUNTERS,TOILET CONTRACTOR INSTALLED. ow/ 17/- •• •. .. ,. . . ; .. . -�, _.._,,rtiIlr.... .. ._,, .... +� ACCESSORIES,SECURITY EQUIPMENT,TACK BOARDS B. OFCIT�OWNER FURNISHED- CONTRACTOR ri:' .'c',,;.c i;`:" : :r;: ?;' ", AND MARKER BOARDS, HAND RAILS AND WINDOW INSTALLED. LEN, GRE • COVERING TRACKS. C. ° F° 1 OWNER FURNISHED- OWNER INSTALLED. �� C C • O f, D. NIC OR N.I.C. NOT IN CONTRACT OR NOTA i o C 't `:>.'.• = ;, ...:•.1 ,; . •.,.. : 8. SEPARATE AREAS IN WHICH WORK IS BEING PART OF THIS CONTRACT. / 8 p:. CONDUCTED FROM OTHER AREAS THAT ARE STILL O� O 'DC oC 0C oC \ OCCUPIED. a _ A. PROVIDE ERECT AND MAINTAIN TEMPORARY O 0Cpl ' IN THE EVENT CONFLICTS ARE DISCOVERED C B B g DUSTPROOF PARTITIONS OF SUITABLE BETWEEN THE ORIGINAL SIGNED AND SEALED ,{ 8 I� DOCUMENTS PREPARED BY THE ARCHITECTS - -- CONSTRUCTION IN LOCATIONS INDICATED ON AND/OR THEIR CONSULTANTS,AND ANY COPY OF k. n 3rja7 DRAWINGS OR AS DIRECTED. THE DOCUMENTS TRANSMITTED BY MAIL, FAX O a . , ELECTRONICALLY R OTHERWISE THE ORIGFNAL O CB O t - i N ANDSEALEDDOCUMENTS GOVERN 5 G ED DOCU E 5 SHALL GO E 0B . • •lo'--• >. PROJECT # 2020-143 l0'-6° ,�% DATE. 1/6/2021 0 0 -111- 0B 01 0 0 0 0 0 0 CEILING PLAN LEGEND : REVISIONS B B B B B B /\ 8 B B I : 10 t / O ` ' \ / 24"X 24" SUSPENDED ACOUSTICAL TILE // e' 0 \ ° B CEILING ASSEMBLY. / / 0 \ B B I O O O OB O \ / 1 o`-s° B B B B P B L.,. . ------- 7 le\ °B \ NEW 5/8"GYPSUM BOARD CEILING '-------- - N 3 8 N \ C10 6� N 4109\\ •,-, oB 0B • . .., °B 0B ‘11'. CD B AL iv f- 1 - i‘r:•:,:::".;.,...'.:,. .: ,.--:.• ... .,_, ,,,.. .: . r .._, . 1 ,, EXISTING GYPSUM BOARD CEILING, PAINT. E . ,, .. . . :„. 0 .2 0 �� :.• .a4. A °B °B OB 1 _D LD _D pC • :O B C C A A c 0 °B °g A NEW 24"X 24' RECESSED LED LIGHT CI) — ° A FIXTURE. a cei .. 1- B 1000 10 6 , C C 1 A A OB OB ° ° O °B _i_ B NEW 6" RECESSED LED CAN LIGHT. EA A B B i A 10'-6" .— 8'-0 5/8' 5 10-6" -0 6� - 1 • A A OB 1 0c NEW LED PENDANT LIGHT FIXTURE @ 7'-0" O O 0 AFF. OC A A B B B B A �� 111:1 Z 0rni I i I)1 NEW SUSPENDED LINEAR LED LIGHT U FIXTURE. `'�` c E U 0 rI NEW WALL-MOUNTED LED VANITY LIGHT a) D 0_ FIXTURE. (t) go Lim o tooNEW DECORATIVE PENDANT LIGHT F FIXTURE. O 0 ti Li) • \N EXISTING EXHAUST FAN. DIRECT VENT TO EXTERIOR. (1) -0- NEW ILLUMINATED EXIT SIGN. X EM EW EMERGENCY EGRESS LIGHTING. ENSURE MINIMUM 1 FOOT CANDLE AT EXIT PATH. ADDITIONAL LIGHTS MAY BE SHEET: REQUIRED. A1 .61 1 Reflected Ceiling Plan 1 ' 1. 2' 4' _ 8' 12' I I 1 1 I 1 1/4' = 1'-0" 0 Co ht®2021-22 STUDIO 3 ARCHITEC URE,INC. PY�19 — - STUDIO • • MINERAL WOOL INSULATION BATTS. METAL STUD WALL PER PLANS. METAL STUD W/5/8"GYP BRD. EACH SIDE. Z. 5/8"GYPSUM WALLBOARD EACH SIDE. b Co - yk METAL STUD RUNNER TRACK AT HEAD OF .41-----7 TEXTURE, PRIME AND PAINT. \ DOOR OPENINGS. \ l (4} UGE l3 ' '. ACOUSTICAL LAY- Al•'ORT WIRES PER HOLLOW METAL FRAME. IN IXTURE CEILING TILE ARCHITECTURE T. Ilr — O GAUGE CK INCORPORATED I � �n AESTHETIC SEALANT EACH SIDE. N f----1 I 1_ WIRES PER FIXTURE / 275 COURT ST, NE SALEM, OR 97301 - 3442 1 -1 MODULAR ALUMINUM PARTITION P 5 0 3 3 9 0 6 5 0 0 ASSEMBLY. INSTALL PER SHOP DRAWINGS. _ www.stu d i o 3 a rc h i to ct u re.c o m O • \ ,ck,i4D . . • l SEE PLAN 6'-0" 12'-0" N4 °' 449 NOTES: Q�', i'. '�� (�� • . 1, CEILING TO BE TIED TO TWO ADJACENT WALLS 1 I— . ,f aif/ 111 i CEILING TO BE INDEPENDENT 01 TWO OTHER WALLS \ ACOUSTICAL JAY-iN CEILING TILE �LEM, IRE ► • 2. SUSPENQEQ CEILING SUPPORT AND SPLAY WIRES TO HEAVY DUTY T y/ BEWITHIN 4'-0"OF PERIMETER WALLS AND 12'-0"O.C., E.W. BAR LIGHT r DOOR PER SCHEDULE. >� 1 SUSPENDED CEILING GRID GRID SYSTEM y �,�/ FIXTURE d � 4c' OF 010 • ti IN THE EVENT CONFLICTS ARE DISCOVERED ----- BETWEEN THE ORIGINAL SIGNED AND SEALED HOLLOW METAL DOOR HEAD 1 INT. ALUMINUM DOOR HEAD I TYP. LIGHT FIXTURE BRACING DETAIL (WHERE GRID REPLACED) DOCUMENTS PREPARED BY THE ARCHITECTS AND/OR THEIR CONSULTANTS,AND ANY COPY OF THE DOCUMENTS TRANSMITTED BY MA , FAX, 1 1" 2" 4'1 6" 1' 0" 1" 2" 4" 1'-0" 3 0' 1' 2' 41 8' 1 2' ELECTRONICALLY OR OTH£RW}5E,THE ORIGINAL 3" = 1'-01' 1-1__I—Li1 I I I 3" = 1'-0" I 1 I I I 1 1/4" = 1'-01, SIGNED AND SEALED DOCUMENTS SHALL GOVERN. PROJECT # 2020-143 DATE: 1/6/2021 REVISIONS METAL STUD WALL PER PLANS. METAL STUD W/5/8"GYP BRD. EACH SIDE. NO. 12 GA.VERTICAL WIRE UNDERSIDE OF FLOOR NO. 12 GA.VERTICAL 5/8"GYPSUM WALLBOARD.TEXTURE, UNDERSIDE OF FLOOR '''''? HANGER,TURN CEILING OR ROOF STRUCTURE WIRE HANGER,TURN PRIME AND PAINT. OR ROOF STRUCTURE GRID LEVEL PRIOR TO ABOVE ABOVE SETTING TUBE CEILINGGRID LEVEL PRIOORR TTO SETTING TUBE HOLLOW METAL FRAME. VERTICAL COMPRESSION STRUT } rr DRILL 5/32"HOLE AND \,.. VERTICAL COMPRESSION INSTALL 1/8"BOLT AND 1 7LOCKING NUT TO , DRILL 5 32"HOLE AND STRUT 1-- o SECURE ONE TUBE TO INSTALL 1/8"BOLT AND MI THE OTHER LAP TUBES 4' "EMT"SLEEVE O "EMT"SLEEVE <LL .I. ! MIN. IN FULLY EXTENDED LOCKINGSECURE NUT TUBENE CTil � POSITION SPLAYED BRACING WIRES THE OTHOER LAPP TUBES 4" SPLAYED BRACING WIRES AESTHETIC SEALANT EACH SIDE. MIN.IN FULLY EXTENDED POSITION (111) • 1_,° ..,, � Ile i RMX 12 MAIN TEE ®i.Ili E f f \\.\\ II _--. - -.. : - - ' . : . ,- I -I INDEPENDENT ` f ISL CADYlli. MAIN RUNNER O SUPPORT CLIP j /' --- /Pi (1) @EACH �� DOOR PER SCHEDULE. LIGHT FIXTURE CROSS TEE T� CONNECTION 0I • INDEPENDENT r I v sio MODULAR ALUMINUM PARTITION CADY ASSEMBLY. INSTALL PER SHOP DRAWINGS. ��, SUPPORT CLIP ,re ', 1� U EACH \ SUSPENDED �� �� GYPSUM PANEL OCD SLOT END OF TUBE TO LIGHT FIXTURE 0."' ��` L 0 I-'` • FIT OVER CEILING CONNECTION VERTICAL COMPRESSION STRUTS • RUNNER �/ MAIN RUNNER • a. co `O ..moi `V 1. UP TO 8'-0"USE 1-3 5/8"25 GA, MTL.STUD @ 12"D.C. VERTICAL COMPRESSION STRUTS �� 0000, s,' 000, ,, CO RCX 4 CROSS 2. 8'-0"TO 10-0"USE 2- 1 5/8"25 GA. MTL. 1. UP TO 8'-0"USE 1-3 5/8"25 GA. r CHANNEL AT 24"O.C. E _I__ A HOLLOW METAL DOOR JAMB r INT. ALUMINUM DOOR JAMB I' ST DS @12-OMAN FATENEDB BACK MTL7TUD@"U 0.C. ST STUD @ 12 0 0" 111 2" 4" 6" 11-0" 31 q 0 1" 2" 4" 6" 1'-01' 3 = 1 -q 3. 10' USE 2 2 1/2 25 GA, MTL, 2. 8'-0" USE 2- 1 5/8"25 GA. MTL. •- EA. OF 0 TO 15 0" 1-1__I-Li I I I = �J i I ISTUDS @ 12'-0"O.C. FASTENED BACK TO BACK SLOT END OF TUBE TO 118 11:11 D STUDS @ 12'-0"O.C. FASTEN SAME AS NOTE AT EA.SIDE OF MAIN RUNNER,TYP. FIT OVER CEILING (f} #2 ABOVE RUNNER • 3. 10'-0"TO 15'-0"USE 2- 2 1/2" 25 GA.MTL. 4. ALTERNATE: UP TO 5'-0"USE 3/4"0 EMT CONDUIT STUDS @ 12'-0"O.C.FASTEN SAME AS NOTEMI >` #2 ABOVE 12 4. ALTERNATE: UP TO 5'-0"USE 3/4"p EMT CONDUIT C ALUMINUM DOOR ASSEMBLY IN ALUMINUM 11 STOREFRONT FRAME SYSTEM. 1:::: Eu LL,,-- T LINE OF JAMB BEYOND. ll NOTES: (111111) _ D f 0 �` MODULAR ALUMINUM PARTITION ASSEMBLY. INSTALL PER SHOP DRAWINGS. 1 THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL3' FOR CEILING AREAS EXCEEDING 2500 FT2,A SEISMIC SEPARATION -5 CHANGES IN CEILING PLAN ELEVATION SHALL BE - BE NOT LEASS THAN 2.0 IN. IN EACH ORTHAGONAL HORIZONTAL JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP PROVIDED WITH POSITIVE BRACING, ALUMINUM THRESHOLD SET IN 3 DIRECTION,ONE END OF THE CEILING GRID SHALL BE ATTACHED INTO AREAS NOT EXCEEDING 2500 FT2 SHALL BE PROVIDED UNLESS 0V) EXTRUSIONS OF SEALANT. TO THE CLOSURE ANGLE.THE OTHER END IN EACH HORIZONTAL STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE DIRECTION SHALL HAVE A3/4"CLEARANCE FROM THE WALL AND SYSTEM FOR THE PRESCRIBED SEISMIC FORCES WHICH 6 SUPPORTED INDEPENDENTLY OF THE CEILING. L O SILL PAN, SET IN BED OF SEALANT,WITH SHALL REST UPON AND BE GFREE TO SLIDE ON A DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE Q UPTURNED END DAMS. CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMODATE THELI) 7 SUSPENDED CEILING SHALL BE SUBJECT TO THE ANGLE ADDITIONAL MOVEMENT. EACH AREA SHALL BE PROVIDED WITH SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 1. O C1-f) CLOSURE ANGLES IN ACCORDANCE WITH ITEM 1 AND ALL SUPPORT WIRES TO BE ATTACHED TO THE TOP ` _ J MAX BEVEL AT THRESHOLD 1:2 LEVELER/BASE TRACK AT OPERABLE FOR CEILING AREAS EXCEEDING 1000 FT2, HORIZONTAL RESTRAINT HORIZONTAL RESTRAINTS OR BRACING IN ACCORDANCE WITH - $ - CHORD Of THE TRUSS ABOVE. 1— • PANELS. 2 OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. ITEM 2. SEALANT JOINT. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE SANTOPRENE BASE TRIM AT FIXED APPROXIMATELY EQUAL. (1101) E -I I PARTITIONS PER MANUFACTURER. EXCEPTION: RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF -- EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL �� DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE DEFLECTIONS,SPRINKLER HEAD AND OTHER PENETRATIONS M a -j STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE SHALL HAVE A 2"OVERSIZE RING,SLEEVE, OR ADAPTER a . a• .° ., POWER-DRIVEN ANCHOR @ 24"O.C. LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT . a a �' ° GRID TO LESS THAN 1/4"FOR THE LOADS PRESCRIBED CHAPTER 7. OF AT LEAST 1"IN ALL HORIZONTAL DIRECTIONS. * FINISH FLOORING AS OCCURS. ALTERNATIVELY,A SWING JOINT THAT CAN ACCOMODATE 1" � OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS ARE — ' . = CONCRETE PATIO/WALKWAY. SLOPE AWAY I PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER �. %a :" < �� FROM BUILDING AT MAX 2%SLOPE. • oil,rrA'• '19.aI al:i''/,I brei 1.' h Nle •. HEAD EXTENSION- . R'a ,a � I Il ° X��� EXISTING CONCRETE SLAB/FOOTING. a�`. �l SHEET: ALUMINUM DOOR SILL Cal EXTERIOR I INT. ALUMINUM DOOR SILL I TYP. LIGHT FIXTURE BRACING DETAIL S •- . A5 4 1 6 0" 1" 2" 4" 6" 11-0" 7 U 0" 1" 2" 4' 1 6" 1'-0" 0' 11 2' 4' 8' 12' IULJ I---1 I 3" = 1'-0" 1-1__E-1__I I I I 3" = 1'-0" I—I I I I I 1/4'1 = 1'-0" Copyright 0 2021-22 51100 3 ARCHITECTURE,INC. _ _ ._ ____ _._. STUDIO SUSPENDED CEILING ASSEMBLY. SEE \/ - ti \/C EXISTING OPEN-WEB ROOF TRUSSES. / 1 1 -1 1 - / DETAILS FOR BRACING REQUIREMENTS. © HAT CHANNEL AT 24"O.C. MAX,IZIP3 T! BEGINNING 12" FROM PERIMETER OF CLOUD. • • DIAGONAL METAL STUD BRACE AT APPROXIMATELY 45 DEGREES, 4'-0"O.C. © METAL STUD FRAMED SOFFIT. ARCHITECTURE '+:7 SIM INCORPORATED 12 TYP, / v EXTEND GYPSUM WALLBOARD MINIMUM 5r-1" SiIIMIlIl S-1" , I 6"ABOVE SUSPENDED CEILING EACH 2 7 5 COURT ST. NE - -• - - " ; - _ -_- ---- -- SIDE.TEXTURE, PRIME AND PAINT. SALEM, OR 9 7 3 0 1 - 3 4 4 2 biii�iiiiraiii= iixii �? S P 5 0 3 3 9 0 6500; 5 0 0 o,' 3„ \ ` www.studiO3architecture.cOTn \\\ ,— NEW SUSPENDED CEILING ASSEMBLY @ 10'-6"A.F.F. �� ALUMINUM PERIMETER TRIM A5 SHOWN. MATTE BLACK FINISH TO MATCH INTERIOR cr GLASS WALL ASSEMBLIES. ; L � C.'7 .449 VIRIDIAN WOOD RECLAIMED JAKARTA i' '. ► ''. . GYPSUM WALLBOARD FINISH ALL EXPOSED / i s O RUSTIC 3/S"T&G PANELING OVER 1/2" l � �/ �a `���� PLYWOOD. SEE RCP FOR ORIENTATION. SIDES OF SOFFIT. TETURE, PRIME AND 1J I • `/ 1 cl( PAINT. 'MR LEI , IRE \ I- _10'- 2" ,�� gg OF O _.__ �.... . - . . B. SOFFIT - D'-5'AFF IN THE EVENT CONFLICTS ARE DISCOVERED BETWEEN THE ORIGINAL SIGNED AND SEALED 1 CEILING CLOUD DIMENSIONS CEILING CLOUD PERIMETER 1 GYPSUM BOARD SOFFIT DOCUMENTS PREPARED BY THE ARCHITECTS 1 3" 1'f � I I AND/OR THEIR CONSULTANTS,AND ANY COPY OF THE DOCUMENTS TRANSMITTED BY MAIL, FAX, 0" 1 2' 4' 8' 0" 1" 2" 4" 6" 1'-0" 0" 2" 41' 8" l'-0" 2 0" ELECTRONICALLY OR OTHERWISE, THE ORIGINAL T P 1 1 3/8" = 1'-0" r " -0 J 1 1 1/2" = 1 -0�, SIGNED AND SEALED DOCUMENTS SHALL GOVERN. 1 I— -"'U I I I = PROJECT # 2020-143 DATE: 1/6/2021 REVISIONS mi C a.) E c, • 0 .2 O > C 12o Ci 0) Lam a, co .6 E 00 ,,, 0 1- . _ C ma 0 c U 3aiii) OE, l 0 ,-,1,.. O Fu ,..0or)AFT• 1 SHEET: A5 0 42 _ . Copyright©2021-22 STUDIO 3 ARCHITECTURE,INC. STUDIO DOOR AND FRAME SCHEDULE DOOR HARDWARE SCHEDULE Door - Door Door Door Glass Frame Frame Detail Detail Hardware HW-1 HW-2 HW-3 HW-4 Number Width Height Door Type Mat'I Core Type Door Finish Type Marl Frame Finish Head Jamb Detail Sill Fire Rating Group Remarks 1 3 HINGES 3 HINGES 3 HINGES 3 HINGES 1101-1 6' -0" 7' -0" D-3 Alum IG-3 Back Anodized - Alum Black Anodized - - - HW-5 1 LEVER HANDLE SET 1 LEVER HANDLE SET 1 LEVER HANDLE SET 1 LEVER HANDLE SET • 1 OFFICE LOCKSET 1 PASSAGE LOCKSET 1 STORAGE LOCKSET 1 PRIVACY LOCKSET W/INTEGRAL THUMB LEVER r-•- -- 105-1 ' 3' - 0" 9' -4" D-4 Alum - G-3 Black Anodized - Alum Black Anodized 2/A5.41 5/A5.41 7/A5.41 HW-6 1 WALL STOP 1 WALL STOP 1 FRAME SILENCER 1 CLOSER 1106-1 3'- 0" 9'- 4" D-4 Alum - G-3 Black Anodized - Alum Block Anodized 2/A5.41 5/A5.41 7/A5.41 HW-6 1 FRAME SILENCER 1 FRAME SILENCER 1 WALL STOP 108-1 31 -0" 7'-0" D-1 Wood Solid G-5 Clear F-1 H/M I Paint 1/A5.41 4/A5.41 - HW-3 1 FRAME SILENCER 108-2 (E) 3' -0" 7' 0" D-1 _ - - - - HW-7 Existing door to remain locked and inactive. ARCHITECTURE 109-1 1 3' -0" 7' -0" 1 D-1 Wood Solid - Clear F-1 H/M Paint 1/A5.41 4/A5.41 - HW-4 INCORPORATED 1 10-1 3' - 0" 7' - 0" D-1 Wood Solid - Clear F-1 H/M Paint 1/A5.41 4/A5.41 - HW-2 11 1 1-1 2'- 8" 7'- 0" D-1 Wood Solid - Clear F-1 H/M Paint 1/A5.41 4/A5.41 - HW-3 HW"5 HW-6 HW-7 2 7 5 COURT ST. NE 112-1 3' 0" 7' 0" D-2 Wood Solid G-3 Clear F-1 H/M Paint 1/A5.41 4/A5.41 HW-1 SALEM, OR 9 7 3 0 1 3 4 4 2 • PER ALUMINUM DOOR PROVIDER; TOP/BOTTOM TRACKS, PULLS TO BE PROVIDED BY EXISTING HARDWARE TO REMAIN. DOOR TO REMAIN P : 5 0 3 . 3 9 0 . 6 5 0 0 114-1 3' fl" 7' 0" D-2 Wood Solid G-3 Clear F-1 H/M Paint 1/A5.41 ! 4/A5"41 HW-1 MANUFACTURER. HARDWARE TO COMPLY WITH ANSI LOCKED AND INACTIVE. 1115-1 3' - 0" 9' -4" D-4 Alum - G-3 Black Anodized - Alum I Black Anodized 2/A5.41 5/A5.41 7/A5.41 HW-6 www.studio3architecture.com 4 PIVOTS 117.1-2009. 2 PUSH 2 PULL Ck ki n Af1Rc 1 LOCK CYLINDER vll 1 CARD READER ACCESS CONTROL 2 CLOSER 1 ACCESSIBLE OPERATOR 449 / 1 WEATHERSTRIPPING f::1 /OILi i I"if/ X 'IVLEM, 'RE ►. 13' OF' oti IN THE EVENT CONFLICTS ARE DISCOVERED BETWEEN THE ORIGINAL SIGNED AND SEALED DOCUMENTS PREPARED BY THE ARCHITECTS AND/OR THEIR CONSULTANTS,AND ANY COPY OF OUTMD B ELECTRTHEDOCNICALLYMENTS OR TRANSMITTED ITTEE, THE YMAIL,ORIGINALfAX, SIGNED AND SEALED DOCUMENTS SHALL GOVERN_ PROJECT # 2020-143 2" SEE SCHEDULE 2" DATE: 1 /6/2021 ,, I fit REVISIONS GLAZING TYPES : / CNON INSULATED, NON-TEMPERED GLAZING. G-3 NON-INSULATED,TEMPERED GLAZING. uJ J 5' G-3 G-3 G 3 G3 Q U G 3 INSULATED, TEMPERED GLAZING. r) NOTE: TEMPERED GLAZING TO BE USED IN ALL LOCATIONS WITHIN 2'-0" HORIZONTALLY OF DOORS. a) E , ,... D-2 D-3 D-4 a) 0 D-1 F- 1 > C 1:2 CI 0 0 1 1 DOOR/FRAME ELEVATIONS IIMI01 11 21 4' 6 _ n i I I i 1/2" - 1'-0" Cl)a co .... ,c, E co 0 _,__ ., Ln• >. C 142 CI ,U c U a al) p Fill. 0 (/)SIM C O oU Lo cn . ... .--- CD imiC ii SHEET: A6.O1 __.__ _ _ ____ _ --— Copyright2021-22 STUDIO 3 ARCHITECTURE,INC. — — - •-- -- -- -