2022-199 CDC Restrooms - ARCHITECTURAL REV-01 11-08-2024 Revised.pdf

DOOR NUMBER

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DETAIL REFERENCE:

ELEVATION REFERENCE:

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ROOM NAME

ROOM NUMBER

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ELEVATIONS SHOWN ON

DRAWINGS A5.1X

100.00' F.F.E.

ELEVATION

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BUILDING SECTION

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DETAIL CUT LOCATION IF

SHOWN

SYMBOL LEGEND:

SITE VICINITY IMAGE:

AREA OF WORK

SITE IMAGE:

AREA OF WORK

PROJECT #

DATE:

REVISIONS

Copyright © 2022-23 STUDIO 3 ARCHITECTURE, INC.

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2022-199

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RESTROOMS REMODELS

CDC WIRELESS BUILDING

3601 State St. Building 3, Salem, OR 97301

PROJECT TEAM:DRAWINGS LIST:

OWNER:

OREGON DEPARTMENT OF CORRECTIONS

3601 State Street Salem OR 97301

Owner's Rep: Pete Belisle, Construction Project Manager Oregon Dept. of Corrections, Facilities Services

C: 503.931.1404 E: pete.w.belisle@doc.oregon.gov

ARCHITECT:

STUDIO 3 ARCHITECTURE, Inc.

275 Court Street St. NE Salem OR 97301 P: 503.390.6500

Project Architect: Scott McDonald, AIA Ph: 503.390.6500

E: scott@studio3architecture.com W: www.studio3architecture.com

MEP:

COLEBREIT ENGINEERING

Sheet Number Sheet Name Current Revision

GENERAL DRAWINGS

G0.01 COVER SHEET 1

G0.02 GENERAL NOTES 1

G1.01 CODE REVIEW PLANS 1

G2.01 ACCESSIBILITY REQUIREMENTS

ARCHITECTURAL DRAWINGS

A1.11 LEVEL 01 - DEMOLITION PLAN

A1.21 LEVEL 01 - FLOOR PLAN 1

A1.61 LEVEL 01 - REFLECTED CEILING PLAN 1

A2.51 INTERIOR ELEVATIONS 1

A4.01 DETAIL RESTROOM PLANS 1

A5.41 INTERIOR DETAILS

A6.01 SCHEDULES 1

PLUMBING DRAWINGS

P001 LEGENDS, NOTES, AND ABBREVIATION 1

P002 SCHEDULES AND CALCULATIONS 1

P100 OVERALL FLOOR PLAN 1

P200 ENLARGED FLOOR PLANS 1

P600 ENLARGED FLOOR PLANS 1

Sheet Number Sheet Name Current Revision

MECHANICAL DRAWINGS

M001 LEGENDS, SCHEDULES, NOTES, AND ABBREVIATION 1

M200 ENLARGED FLOOR PLANS 1

ELECTRICAL DRAWINGS

E001 SYMBOLS AND LEGEND 1

E002 SCHEDULES 1

E100 OVERALL FLOOR PLANS 1

E200 ENLARGED LIGHTING PLANS 1

E300 ENLARGED POWER PLANS 1

1 11/08/2024 REVISION 1

PROJECT #

DATE:

REVISIONS

Copyright © 2022-23 STUDIO 3 ARCHITECTURE, INC.

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2022-199

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GENERAL NOTES:

1. General notes apply to all drawings.

2. All construction shall comply with the current edition of the Oregon Structural Specialty Code and the current edition of the Oregon Fire Code where it has jurisdiction in new construction.

Construction shall comply with any titles/rules/laws the local jurisdiction enforces up to and including the current edition of the Oregon Structural Specialty Code. Accessibility shall comply with the ANSI/ICC A117.1.

3. Contractor or its subcontractors shall be responsible for obtaining and paying for all inspections and tests required by any government agency to implement the plans and accept any required special inspections or reports, which shall be paid for by the owner.

4. Work shown on these drawings is to be supplied, furnished, constructed, installed all as per the general conditions and the specifications: exceptions as described by the following abbreviations:

a. CFCI Contractor Furnished - Contractor Installed

b. OFCI Owner Furnished - Contractor Installed

c. OFOI Owner Furnished - Owner Installed

d. NIC OR N.I.C. Not in contract or not a part of this contract.

5. Do not scale drawings, dimensions govern. The general contractor shall notify the architect of any discrepancies immediately. All dimensions are to face of stud or concrete, unless otherwise noted, those indicated as clear shall be from finish.

6. These drawings have been assembled for use at their current size and scale. The contractor assumes all responsibility for work not conforming to these documents due to the use of reduced scale drawings for estimating or construction purposes.

7. Where construction details are not shown or noted for any part of the work, the work shall be executed consistent with the intent demonstrated by details provided for other work. If questions remain about intent, contact the architect prior to proceeding with the work.

8. All surfaces and materials shall be thoroughly prepared smooth, clean, level and even. By commencing finish installation, the finish contractor signifies its acceptance of the substrate and thereby assumes responsibility for the quality of the installation.

9. Where devices or items or parts thereof are referred to in singular, it is intended that such shall apply to as many such devices, items, or parts as are required to properly complete the work.

10. The contractor shall layout the work prior to proceeding. The contractor shall notify the architect of all discrepancies with the layout. Such inspection shall not relieve the contractor of responsibility to conform to the intent of the contract documents.

11. Unless otherwise noted, dimensions, placements and alignments shown are critical for the installation of furniture and equipment as well as for the use of the space by occupants. Finished dimensions may vary upward by ¼” but may not vary downward. Where +/- is indicated variation of up to 3% shall be allowable. Alignments of new and existing conditions shall be finished to a smooth and monolithic appearance (gap shall be overlapped to an inside or outside corner where practicable to avoid cracking).

12. Do not deviate from the construction documents without the architect's written approval. The contractor agrees to defend indemnify and hold harmless the architect from any claims arising as a result of changes to the work without prior approval from the architect.

13. The general contractor shall be responsible for the timely arrival of all specified finish materials, equipment and any other materials to be utilized on the project. The general contractor shall notify the architect in writing within 10 days of date of contract of those specified items that may not be readily available and substitute items of equal quality and description. If notification is not received by the architect, the contractor accepts responsibility for the proper ordering and follow up of specified cost to the owner to insure availability of all specified items so as not to create a hardship on the owner nor delay progress of the work.

14. If required construction barriers shall be installed by the general contractor, painted, detailed, and illuminated as per the architect's direction. No signs other than those authorized by the architect or owner will be permitted on this barricade.

15. Neither the owner nor the architect will enforce safety measures or regulations. The contractor shall design, install and maintain all safety devices and shall be solely responsible for conforming to all local, state and federal safety and health standards, laws and regulations.

16. All existing facilities to be maintained in-place by the contractor unless otherwise shown or directed. Contractor shall take all precautions necessary to support, maintain or otherwise protect existing utilities and other facilities at all times during construction. Contractor shall leave existing facilities in an equal or better-than-original condition and to the satisfaction of the architect/owner.

17. The general contractor shall locate all existing utilities whether shown hereon or not and to 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 execution of his/her work.

18. The general contractor shall secure all permits required by the local jurisdiction, state agency and/or county.

19. Mechanical hvac, plumbing, fire suppression, low voltage and electrical work require separate permits. Trade subcontractors shall secure all required permits affecting their scope of work.

20. Exit doors shall be operable from the inside without the use of a key or any special knowledge or effort. Exit doors shall swing in the direction of exit travel when serving an occupant load greater than 50.

21. Install wall backing for all wall mounted items, including but not limited to the following: door stops, fixtures, wall cabinets, shelving, counters, toilet accessories, security equipment, hand rails, window covering tracks, equipment racks, etc.

22. Coordinate location of recessed or semi-recessed items to avoid back to back installation and to reduce noise transfer through partitions.

23. Provide water resistant gypsum board at bathtub/shower walls and bathroom ceilings.

24. Architect shows fire extinguishers in general logical location: verify requirements and locations with local fire marshal. General contractor to provide fire extinguishers and cabinets (where called out).

25. Specifications of material and equipment by the use of name, model number, and/or general coordinate installations with equipment dimensions, including equipment to be installed by the tenant.

26. All work shall conform to standards of the industry for first quality workmanship and materials and shall conform to manufacturer's recommendations and specifications.

27. Materials are specified by name, model number and description were practicable in order to avoid inaccuracies. The contractor shall review all specifications and notify the architect of any discrepancies in these documents prior to proceeding with the work.

28. Floor material changes shall occur at the centerline of doors except where notes. See threshold details for special conditions (if any).

29. Blocking and grounds at areas which have millwork, shelving, and tenant furnished furniture wall cabinets indicated on the drawings shall be included with the work.

SUBMITTALS:

1. General: the contractor shall submit shop drawings, product data and samples.

2. The general contractor shall thoroughly review and check all submittals, coordinating separate trades and verifying conformance with the contract documents. The designer shall not review and will return without review any drawings or submittals not reviewed and noted by the general contractor.

3. Submittals shall include shop drawings, schedules and manufacturer’s product and equipment cuts for all fixtures, equipment, finishes, special materials, specialties, millwork & casework, doors, frames, and hardware.

4. Finish materials: contractor shall submit samples of all finishes and materials, finishes shall be on actual materials.

5. Cut sheets: contractor shall submit manufacturer's cuts and spec sheets for all fixtures, including lighting, equipment, special materials, specialties, doors, frames and hardware.

6. Minimum sample size:

a. Wood veneered products - 8 ½” x 11” x ¼”

b. Solid lumber - 50 square inches

c. Other finishes and miscellaneous materials - 6” x 6”

7. Quantity of submittals:

a. Material samples: 3

b. Shop drawings: 1 pdf

c. Erection drawings: 1 pdf

8. Submittal markings: the samples shall bear identification of the project, designer, general contractor, and the manufacturer.

9. Quality grade of millwork and casework: AWI quality standards and specifications shall govern according to the following grades:

a. Casework: Premium Grade

b. Natural finish millwork: Premium Grade

c. Running trim: Custom Grade

d. Architectural flush doors (natural finish): Premium Grade

DEFERRED SUBMITTALS:

1. Deferred submittal review process: the portions of the project listed below will be constructed using a design/build approach.

2. The drawings included in this package are preliminary to provide a basis for bidding and planning.

3. Construction drawings for the portions listed are to be provided by the contractor as “deferred submittal” drawings.

4. “Deferred submittal” drawings require approval of both architect/engineer and the authority having jurisdiction prior to construction per O.S.S.C. paragraph 107.3.4.2.

5. The procedure for deferred submittal is as follows:

a. Contractor to review and provide submittal stamp of approval.

b. Deferred submittal shall be submitted to the architect for review.

c. Following the completion of the architects review the contractor shall submit to the authority having jurisdiction.

d. Work related to deferred submittal items shall not be performed until the deferred submittal documents have been approved by the authority having jurisdiction.

6. The contractor is responsible for the following deferred submittals:

a. Fire suppression

b. Fire alarm (where applicable)

7. Design-build coordination, design build services shall include but not be limited to the following:

a. Fire suppression

b. Fire alarm (approved first by general contractor)

8. Final design, engineering and shop drawings shall be submitted to architect for review and approval prior to proceeding, shop drawings shall include all materials, configurations, attachments, and finishes.

Contractor qualifications:

1. Established fire protection contractor regularly engaged in the design and installation of automatic fire sprinkler systems.

2. Employ workers experienced and skilled in this trade.

3. System designer: qualified and certified for the design of fire protection sprinkler systems. NICET level III or IV technician or professional engineer experienced in the design of sprinkler systems.

Governing agency: all work in accordance with and accepted by the following hereafter referred to governing agencies:

1. State of Oregon Fire Marshal.

2. City of Salem, Fire Marshal.

Design requirements:

1. Comply with the latest issue of NFPA Standard 13.

2. Design, lay out and install hydraulically calculated wet and dry pipe systems, including standpipes, utilizing code approved automatic devices designed particularly for use in this type of system.

3. Provide hydraulic calculation methods design data information in accordance with NFPA 13.

Include all friction losses from point of flow test to remote sprinkler area.

4. Fire sprinkler coverage: as required by the governing agency and including fire protection of all areas including the following:

a. Exterior canopies of combustible construction.

b. Covered decks and patios.

c. Covered parking areas.

d. Attic spaces of combustible construction.

e. Window wash sprinklers at exposures.

5. Occupancy hazard: occupancy hazard designation in accordance with the governing agency requirements.

6. Seismic restraint: include load calculations for seismic restraints.

7. Contractor shall review all drawings and determine where unheated spaces, concealed combustible spaces, overhead doors, or similar special conditions exist and provide sprinkler protection as required.

8. Revisions to the contractor's design required by the governing agency shall be at the contractor's expense.

FIRE SUPPRESSION SYSTEM GENERAL NOTES:

R.C.P. GENERAL NOTES:

1. Light fixtures, exit signs and other ceiling elements shall be located in center of individual ceiling plane or tile unless noted otherwise or as directed by architect.

2. Provide ceiling access as required for equipment and systems maintenance. Verify manufacturer recommendations.

3. Electrical contractor to provide all switches, dimmers and plates as required by design, multiple switches at one location shall be ganged together and furnished with one cover plate.

4. The reflected ceiling plan indicates the location of ceiling types, ceiling fixtures light switches and associated items.

5. Contractor to notify architect of any conflict of light fixture locations with main runners, ducts, etc. Prior to installation.

6. Verify field conditions and locations of all plumbing, mechanical ducts, structural elements and any and all other applicable items. Install new plumbing, mechanical fans, ducts, conduits, and other related items so as to not conflict with lights and any unique field conditions.

7. Furnish and install Underwriters Laboratory, Inc. (UL) labeled devices throughout.

8. Any lighting control systems which utilize an automatic time switch, occupant-sensing device, automatic daylight control device, lumen maintenance control device or interior photocell sensor, shall be installed in accordance with the manufacturers instruction.

9. Automatic daylight control devices and lumen maintenance control devices shall only control luminaries in the day lit area and have photocell sensors that are either ceiling mounted or located so that they are accessible only to authorized personnel.

PLUMBING MECHANICAL GENERAL NOTES:

1. Refer to Plumbing Drawings for scope of plumbing work.

2. All new Plumbing construction shall comply with the current edition of the Oregon Plumbing

Specialty Code (OPSC).

3. Plumbing fixtures are located on drawings for location only. Confirm fixture selection with owner prior to installation.

4. Equipment schedule does not specify any plumbing fixtures such as grease traps, faucets, pressure reducing valves, etc. Nor does it include final connection to service. Plumbing contractor to provide if necessary.

5. 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 special inspections or reports, which shall be paid for by the owner.

6. Plumbing requirements shown only for items listed on equipment schedule.

7. Plumbing contractor to provide rough-in and final connect.

8. Although some floor drains may be shown on plans, provide all required floor drains per the plumbing code.

HVAC MECHANICAL GENERAL NOTES:

1. Refer to Mechanical Drawings for scope of mechanical work.

2. All new HVAC construction shall comply with the current edition of the Oregon Mechanical

Specialty Code (OMSC).

3. HVAC subcontractor to provide submittal information and receive owner approval prior to ordering equipment.

4. Contractor is required to review the drawings of all divisions of work contractor is responsible for coordination of this work and the work of all subcontractors with all divisions of work. It is this contractor's responsibility to provide all the subcontractors with a complete set of bid documents.

5. 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 special inspections or reports, which shall be paid for by the owner.

6. The contractor shall furnish and install any additional structural steel required to support any mechanical equipment. This contractor shall coordinate locations and requirements with the general contractor and landlord prior to bid.

ELECTRICAL GENERAL NOTES:

1. Refer to Electrical Drawings for scope of electrical work.

2. All new Electrical construction shall comply with the current edition of the Oregon Electrical

Specialty Code (OESC).

3. Electrical subcontractor to provide submittal information and receive owner approval prior to ordering equipment.

4. Contractor and subcontractors are required to review the drawings for all divisions of work.

Contractor is responsible for coordination of this work and the work of all subcontractors with all divisions of work including electrical demolition. It is this contractor's responsibility to provide all the subcontractors with a complete set of bid documents.

5. 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 special inspections or reports, which shall be paid for by the owner.

6. Electrical information provided on architectural floor plans is for reference only, electrical sub-contractor to confirm and coordinate all work.

7. Placement of light fixtures in ceiling planes takes precedence over all other services.

8. Placement of receptacles, convenience outlets, switches, smoke detectors, etc must meet electrical code requirements, accessibility requirements and must be rationally laid out in the space available.

9. Circuiting indicated on plan is partially diagrammatic for clarity. Circuiting shall be "thru-wiring" where and whenever possible.

10. Field verify exact location and electrical requirements of all HVAC equipment with mechanical contractor prior to ordering related electrical equipment.

11. Coordinate with tenant's equipment power requirements.

12. Electrical contractor shall make all final connections as required for a fully complete and operable system.

13. All stub-up dimensions from finished floor to center of box.

14. Equipment listed on equipment schedule will be uncrated and set in place only. Rough in and final hookup will performed by the electrical contractor.

15. All electrical outlets and connections to be grounded type.

16. Electrical contractor to furnish disconnects where code requires.

17. Equipment listed on the equipment schedule does not include electrical fittings such as relays or disconnects to the electrical service.

18. Plugs should enter receptacle from the dimension side of symbols unless noted otherwise.

PROJECT NAME: CDC WIRELESS BUILDING - RESTROOM REMODELS

ADDRESS: 3601 State St. Building 3, Salem, OR 97301 PROJECT No: 2022.199

DEFERRED SUBMITTALS:

• N/A

GOVERNING CODES:

• Structural - Life Safety: 2022 Oregon Structural Specialty Code (OSSC)

• Residential Code: 2021 Oregon Residential Specialty Code (ORSC) (When Applicable)

• Mechanical: 2022 Oregon Mechanical Specialty Code (OMSC)

• Plumbing: 2021 Oregon Plumbing Specialty Code (OPSC)

• Electrical: 2021 Oregon Electrical Specialty Code (OESC)

• Energy: 2021 Oregon Energy Efficiency Specialty Code (OEESC)

2019 Oregon Zero Energy Ready Specialty Code (OZERCC)

• Fire Sprinklers: NFPA 13 (or 13R) - Standard for the Installation of Sprinkler Systems

• Fire Alarm: NFPA 72 - National Fire Alarm Code

• Gas Code: 2019 Oregon Mechanical Specialty Code

• Accessibility ICC/ANSI A117.1-2017 Standard for Accessible and Usable Buildings and Facilities

USE AND OCCUPANCY CLASSIFICATION:

• "B" "Offices" Section 304

• "S-1" "Storage" Section 311.3

CONSTRUCTION TYPE:

• Type III-B.

OCCUPANCY SEPARATIONS: per Section 508.3:

• Project complies with requirements for non-separated uses therefore occupancy separations not required.

ALLOWABLE HEIGHT CALCULATIONS:

For "B" in Type III-B Construction:

• Allowable Height per Table 504.3: = 55 ft.

• Actual Building Height to top of parapet: = 23 ft.

For "S-1" in Type III-B Construction:

• Allowable Height per Table 504.3: = 55 ft.

• Actual Building Height to top of parapet: = 23 ft.

ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE:

For "B" in Type III-B Construction:

• Allowable Number of Stories per Table 504.4: = 5 story.

• Actual Number of Stories: = 1 story.

For "S-1" in Type III-B Construction:

• Allowable Number of Stories per Table 504.4: = 2 stories.

• Actual Number of Stories: = 1 stories.

ALLOWABLE AREA CALCULATIONS:

Aa = At + [NS x If] x Sa = Allowable area per story in square feet.

At = NS Tabular Area per story in accordance with Table 506.2 NS = Tabular Area for Non Sprinklered Buildings in accordance with Table 506.2 If = [F/P - 0.25] * W/30 = Area increase due to frontage per Section 506.2.

Sa = Actual number of Stories above Grade Plane, not to exceed 3 for Non-Sprinklered Buildings, and not to exceed 4 for

NFPA 13 Sprinklered Buildings.

F = Building Perimeter which fronts on a public way or open space having 20ft min. open width.

P = Perimeter of entire building.

W = Width of public way or open space per 506.3, (Minimum 20ft and Maximum 30ft)

Construction Type: III-B "B" Occupancy At = 19,000 If = 0.750 Sa = 1 F = 400 ft P = 400 ft Therefore: Allowable Area per Floor = 71,250 s.f.

Allowable Area per Building = 71,250 s.f.

Construction Type: III-B "S-1"Occupancy At = 17,500 Therefore: Allowable Area per Floor = 65,625 s.f.

Allowable Area per Building = 65,625 s.f.

ACTUAL AREA PER FLOOR:

• LEVEL 01: ( Ground Floor ) = 9,335 s.f. < 65,625 s.f. PERMITTED

• LEVEL 02: ( Mezzanine ) = 1,499 s.f. Does not contribute to Building Area

ACTUAL AREA PER BUILDING:

• LEVEL 01: ( Ground Floor ) = 9,335 s.f.

• LEVEL 02: ( Mezzanine ) = 1,499 s.f. Does not contribute to Building Area

• TOTAL: = 9,335 s.f. < 65,625 s.f. PERMITTED

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS IN HOURS per Table 601

• Primary Structural Frame Including Columns, and Girders: 0 hrs

• Bearing Walls, Exterior: 2 hrs

• Bearing Walls, Interior: 0 hrs

• Non-bearing Walls and Partitions, Interior: 0 hrs

• Floor Construction Including supporting beams and joists: 0 hrs

• Roof Construction: 0 hrs

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE per Table 705.5

• Exterior Walls: < 5' to property line 1 hrs

• Exterior Walls: > 5' but < 10' to property line 1 hrs

• Exterior Walls: > 10' but < 30' to property line 0 hrs

• Exterior Walls: ≥30' to property line 0 hrs

MAXIMUM AREA OF EXTERIOR WALL OPENING BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION per Table 705.8

• Not Applicable

INTERIOR FINISHES:Table 803.13 for "B" Occ

• Exit Enclosures and Exit Passages: Class A: Flame Spread 0-25; Smoke -developed 0-450 N/A

• Corridors: Class B: Flame Spread 26-75; Smoke -developed 0-450 N/A

• All other spaces: Class C: Flame Spread 76-200; Smoke -developed 0-450

INTERIOR FINISHES:Table 803.13 for "S-1" Occ

• 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

• All other spaces: Class C: Flame Spread 76-200; Smoke -developed 0-450

FIRE PROTECTION SYSTEMS:

• Automatic Sprinkler System required, per OSSC Section 903. EXISTING BUILDING IS SPRINKLERED.

• Portable Fire Extinguisers required per OFC Section 906. (Not a Building Code Requirement).

• Fire Alarm System is NOT required per OSSC Section 907, Paragraph 907.2.2.

COMMON PATH OF TRAVEL:

• Common path of travel maximum without fire sprinklers is 75'-0" per paragraph 1006.2.1.

EXIT ACCESS TRAVEL DISTANCE:

• Maximum travel distance without fire sprinklers to the most remote exit doors is 200'-0" for B or S-1 occupancy per table 1017.2.

ACCESSIBILITY:

BUILDING DESIGNED TO MEET REQUIREMENTS OF OSSC CHAPTER 11 AND ANSI A117.1:

• Design: per 1101.2, accessibility design governed by OSSC Chapter 11 and ICC A117.1.

• Door Opening Force: per 1101.2.2.5, Exterior doors max 8.5 lbs-force, Interior doors max 5 lbs-force.

• Scope Requirements: per Section 1103, Building required to be accessible to people with disabilities. An exception exists for equipment spaces and limited access spaces such as attics.

• Accessible Routes: per Section 1104,

• Accessible Entrances: per Section 1105, 60 percent of all public entrances shall be accessible. For greater certainty all entrances will meet accessibility standards.

• Parking and Passenger Loading Facilities: per Section 1106.

• Special Occupancies: per Section 1108.

• Other Features and Facilities: per Section 1109 and complying with ICC A117.1

• Signage: Per Section 1110

CODE REVIEW:

PLUMBING CALCULATIONS:

WATER CLOSETS:

• MALES: 1 per 75 1 Required, 1 Provided

• FEMALES: 1 per 75 1 Required, 1 Provided

LAVATORIES:

• MALES: 1 per 200 1 Required, 1 Provided

• FEMALES: 1 per 200 1 Required, 1 Provided

DRINKING FOUNTAINS:

• 1 per FLOOR, 1 Provided.

PROJECT SUMMARY:

THE PROJECT INVOLVES DEMOLISHING AN EXISTING

RESTROOM DESIGNED TO SERVE A MALE ONLY STAFF

CONTINGENT AND REPLACING WITH TWO ACCESSIBLE,

GENDER SPECIFIC RESTROOMS WITH ADJACENT CHANGES

TO FACILITATE ACCESS.

THE TIGHT CONFIGURTATION OF THE EXISTING SPACE

PRECLUDES PROPER ADA CLEARANCES FOR WHEEL CHAIR

ACCESS FROM THE EXTERIOR OF THE REST ROOMS, SO THE

NEW RESTROOM DOORS WILL BE EQUIPPED WITH

OPERATORS TO FACILITATE WHEEL CHAIR ACCESS.

• FIRE SPRINKLER

SEPARATE PERMITS:

9335 SF

GROSS AREA

7792 SF

26 Occ's

WAREHOUSE

O.L.F. 300

592 SF

4 Occ's

DATA/ELEC

O.L.F. 150

553 SF

4 Occ's

OFFICE

O.L.F. 150

59 SF

1 Occ's

OFFICE

O.L.F. 150

PROJECT #

DATE:

REVISIONS

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PLUMBING OCC LOAD CALC.

Name Area Occ Load

Factor # of Occs

DATA/ELEC 592 SF 150 4

OFFICE 553 SF 150 4

OFFICE 59 SF 150 1

WAREHOUSE 7792 SF 300 26

4 8996 SF 35

1/16" = 1'-0"

LEVEL 01 - CODE REVIEW PLAN

1/16" = 1'-0"

LEVEL 01 - OCCUPANT LOAD AND EGRESS

0' 8' 16' 48'24'4'

0' 8' 16' 48'24'4'

REACH RANGE, UNOBSTRUCTED

CLEAR TURNING

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IC

A L

O U

T

LE

T S

T

REACH RANGE, OBSTRUCTED

M

A X

OR

M

A X

M

A X

PROTRUSION LIMITS

4" MAX

REDUCED VERTICAL CLEARANCE

M

A X

CHANGES IN LEVEL

/4

M

A X

/4

M

A X

/2

M

A X

/4

/2

20" MAX

M

A X

M

A X

20" to 25" MAX

M

A X

10" MAX

M

A X 4

M

A X

M

A X

> 10" to 24" MAX ø 5' - 7"

M

IN

68" MIN

16" MIN 36" MIN 16" MIN

OR OR

64" MIN 64" MIN

M

IN

M

IN

M

IN

M

IN

M

IN

M

IN

11" MIN 42" MIN 11" MIN 12" MIN 40" MIN 12" MIN

8" MIN

M

IN

CLEAR "T" TURNING

SPACE, OPTION 1

CLEAR "T" TURNING

SPACE, OPTION 2

CLEAR "T" TURNING

SPACE, OPTION 3

1 TOILET PAPER HOLDER.

A

.F .F

M

IN

T O

P O

IN

T

O F O

P E R A

T

IO

N

A

.F .F

M

A X.

T O

P O

O

P E R A

T

IO

N

T O

B O

T T O

M

R E F

LE

C T

IV

E S

U R F A

C E

A

.F .F

M

A X.

T O

P O

O

P E R A

T

IO

N

A

.F .F

T O

P O

IN

T A

P O

F F

R O

N T E

D G

E I N

P E N

P O

S

IT

IO

N

A .F

.F

M A

X T O

H A

N D

LE

A

.F .F

M

A X.

T O

P O

O

P E R A

T

IO

N

2 RECESSED COMBINATION PAPER TOWEL

DISPENSER AND TRASH RECEPTACLE.

3 SOAP DISPENSER.

4 2'-0" X 3'-0" FRAMED MIRROR.

5 RECESSED TOILET SEAT COVER DISPENSER.

6 RECESSED BABY DIAPER CHANGING

STATION.

7 HANDICAPPED TOILET PROFILE WITH GRAB

BAR MOUNTING AND DISPENSER

LOCATIONS.

8 HANDICAPPED TOILET PLAN AND ELEVATION

WITH GRAB BAR MOUNTING LOCATIONS.

9 GRAB BAR.

1 2 3 4 5 6 7 8

TOILET ACCESSORIES

9"

T O

P O

F S

E A

T

T O

1'-6" 3'-6"

'-1

'-6

6" 3'-0"

1'-0" 2'-0"

5'-0"

'-6

'-1

3'-4"

4'-0" 6"

4'-8"

5'-0"

'-8

6" 3'-0" 1'-6"

'-2

'-1

9 9

18" 42"

'-8

T O

T O

P O

F S

IN

K

R

IM

'-1

8" 3" 6"

11" REQUIRED TOE SPACE

REQUIRED KNEE SPACE

EXPOSED PIPES TO BE INSULATED TO

PROTECT AGAINST CONTACT.

DOOR OPENING FORCE:

PER OSSC 1102.1.2.5 DOOR OPENING FORCE:

THE OPENING FORCE OF DOORS ALONG AN ACCESSIBLE

ROUTE SHALL BE AS FOLLOWS:

1. EXTERIOR DOORS: 8.5POUNDS-FORCE

2. INTERIOR DOORS: 5 POUNDS-FORCE

3. STAIRWAY DOORS AT PRESSURIZED STAIR ENCLOSURES:

15 POUNDS-FORCE AT EXTERIOR DOORS

4. FIRE DOORS SHALL HAVE THE MINIMUM FORCE

NECESSARY TO CLOSE AND LATCH THE DOOR.

WHERE ENVIRONMENTAL CONDITIONS REQUIRE GREATER

CLOSING PRESSURE, POWER OPERATED DOORS SHALL BE

USED WITHIN THE ACCESSIBLE ROUTE. CLARIFY WITH

ARCHITECT WHETHER POWER OPERATED DOORS SHOULD

BE USED TO MITIGATE ENVIRONMENTAL CONDITIONS.

INDICATES

DIRECTION OF

APPROACH

CLEAR OPENING OF 32" MIN MEASURED BETWEEN

FACE OF DOOR & STOP WITH DOOR OPEN 90°

CLEAR OPENING WIDTH OF 32" MIN 36" MIN OPENING WIDTH AT DOORWAYS

WITHOUT DOORS DEEPER THAN 24"

32" MIN OPENING WIDTH AT

DOORWAYS WITHOUT DOORS

HINGED DOOR SLIDING OR FOLDING DOOR

DOOR WAYS

WITHOUT DOORS

(c)

STOP OR LATCH APPROACH

SLIDING & FOLDING DOORS

(b)

FRONT APPROACH, PUSH SIDE

*IF DOOR HAS BOTH CLOSER AND LATCH

(c)

HINGE APPROACH, PULL SIDE

(d)

HINGE APPROACH, PULL SIDE

OR (e)

HINGE APPROACH, PUSH SIDE

*IF BOTH LATCH AND CLOSER PROVIDED

**48" MIN. IF BOTH LATCH AND CLOSER PROVIDED

(g)

LATCH APPROACH, PUSH SIDE

*48" MIN. IF BOTH LATCH AND CLOSER PROVIDED

(a)

FRONT APPROACH

SLIDING & FOLDING DOORS

(b)

POCKET OR HINGE APPROACH

SLIDING & FOLDING DOORS

(f)

LATCH APPROACH, PULL SIDE

*54" IF CLOSER PROVIDED

(a)

FRONT APPROACH, PULL SIDE

NOTE: MANEUVERING CLEARANCES MUST BE MET ON ALL DOORS IN COMMON AREAS.

MANEUVERING CLEARANCES CAN NOT BE PHYSICALLY MET AT NEW RESTROOM DOORS, NECESSITATING DOOR

OPERATORS AT THESE LOCATIONS.

36" MIN

M

IN

24" MIN

12" MIN *

M

IN

M

IN

42" MIN

M

IN

24" MIN

M

IN

M

IN

24" MIN

M

IN

*25" MIN

12" MIN *

M

IN

25" MIN22" MIN

M

IN

M

IN

36" MIN

S

ID

E A

P P R O

A C

H

M

IN

32" MIN

.0

0°

32" MIN

F R O

N T A

P P R O

A C

H

M

IN

32" MIN

PROJECT #

DATE:

REVISIONS

Copyright © 2022-23 STUDIO 3 ARCHITECTURE, INC.

SHEET:

G2.01

06/26/2023

2022-199

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1/4" = 1'-0"

ANSI A117.1 GENERAL REQUIREMENTS 2017

1/4" = 1'-0"

COMMERCIAL TOILET ACCESSORIES

3/4" = 1'-0"

KNEE AND TOE CLEARANCE AT WALL MOUNT SINK

0' 2' 4' 12'8'1'

0' 2' 4' 12'8'1'

0' 2' 4' 12'8'1' 0" 2 4'6" 1'

1/4" = 1'-0"

ANSI A117.1 DOOR CLEARANCES

• GENERAL DEMOLITION NOTES APPLY TO ALL

DEMOLITION DRAWINGS.

• COORDINATE WORK WITH UTILITY COMPANIES;

NOTIFY BEFORE STARTING WORK AND COMPLY WITH

THEIR REQUIREMENTS; OBTAIN REQUIRED PERMITS.

• COMPLY WITH APPLICABLE CODES AND REGULATIONS

FOR DEMOLITION OPERATIONS AND SAFETY OF

ADJACENT STRUCTURES AND THE PUBLIC.

• OBTAIN REQUIRED PERMITS.

• COMPLY WITH APPLICABLE REQUIREMENTS OF

NFPA 241.

• USE OF EXPLOSIVES IS NOT PERMITTED.

• PROVIDE, ERECT, AND MAINTAIN TEMPORARY

BARRIERS AND SECURITY DEVICES.

• USE PHYSICAL BARRIERS TO PREVENT ACCESS TO

AREAS THAT COULD BE HAZARDOUS TO WORKERS

OR THE PUBLIC.

• CONDUCT OPERATIONS TO MINIMIZE EFFECTS

ON AND INTERFERENCE WITH ADJACENT

STRUCTURES AND OCCUPANTS.

• DO NOT CLOSE OR OBSTRUCT ROADWAYS OR

SIDEWALKS WITHOUT PERMIT.

• CONDUCT OPERATIONS TO MINIMIZE

OBSTRUCTION OF PUBLIC AND PRIVATE

ENTRANCES AND EXITS; DO NOT OBSTRUCT

REQUIRED EXITS AT ANY TIME; PROTECT PERSONS

USING ENTRANCES AND EXITS FROM REMOVAL

OPERATIONS.

• OBTAIN WRITTEN PERMISSION FROM OWNERS OF

ADJACENT PROPERTIES WHEN DEMOLITION

EQUIPMENT WILL TRAVERSE, INFRINGE UPON OR

LIMIT ACCESS TO THEIR PROPERTY.

• PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES

SALVAGE AND RECYCLING OF MATERIALS.

• DISMANTLE EXISTING CONSTRUCTION AND

SEPARATE MATERIALS.

• SET ASIDE REUSABLE, RECYCLABLE, AND

SALVAGEABLE MATERIALS; STORE AND DELIVER TO

COLLECTION POINT OR POINT OF REUSE.

• HAZARDOUS MATERIALS: COMPLY WITH 29 CFR 1926

AND STATE AND LOCAL REGULATIONS.

• MAINTAIN WEATHERPROOF EXTERIOR BUILDING

ENCLOSURE EXCEPT FOR INTERRUPTIONS REQUIRED

FOR REPLACEMENT OR MODIFICATIONS; TAKE CARE

TO PREVENT WATER AND HUMIDITY DAMAGE.

• DRAWINGS SHOWING EXISTING CONSTRUCTION AND

UTILITIES ARE BASED ON CASUAL FIELD OBSERVATION

AND EXISTING RECORD DOCUMENTS ONLY.

• VERIFY THAT CONSTRUCTION AND UTILITY

ARRANGEMENTS ARE AS SHOWN.

• REPORT DISCREPANCIES TO ARCHITECT BEFORE

DISTURBING EXISTING INSTALLATION.

• BEGINNING OF DEMOLITION WORK

CONSTITUTES ACCEPTANCE OF EXISTING

CONDITIONS.

• SEPARATE AREAS IN WHICH DEMOLITION IS BEING

CONDUCTED FROM OTHER AREAS THAT ARE STILL

OCCUPIED.

• PROVIDE, ERECT, AND MAINTAIN TEMPORARY

DUSTPROOF PARTITIONS OF CONSTRUCTION IN

LOCATIONS INDICATED ON DRAWINGS OR AS

DIRECTED.

• REMOVE EXISTING WORK AS INDICATED AND AS

REQUIRED TO ACCOMPLISH NEW WORK.

• REMOVE ITEMS INDICATED ON DRAWINGS.

• SERVICES (INCLUDING BUT NOT LIMITED TO HVAC,

PLUMBING, FIRE PROTECTION, ELECTRICAL, AND

TELECOMMUNICATIONS: REMOVE EXISTING SYSTEMS

AND EQUIPMENT AS INDICATED.

• MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO

REMAIN IN OPERATION; MAINTAIN ACCESS TO

EQUIPMENT AND OPERATIONAL COMPONENTS.

• WHERE EXISTING ACTIVE SYSTEMS SERVE

OCCUPIED FACILITIES BUT ARE TO BE REPLACED

WITH NEW SERVICES, MAINTAIN EXISTING SYSTEMS

IN SERVICE UNTIL NEW SYSTEMS ARE COMPLETE

AND READY FOR SERVICE.

• VERIFY THAT ABANDONED SERVICES SERVE ONLY

ABANDONED FACILITIES BEFORE REMOVAL.

• REMOVE ABANDONED PIPE, DUCTS, CONDUITS,

AND EQUIPMENT, INCLUDING THOSE ABOVE

ACCESSIBLE CEILINGS; REMOVE BACK TO SOURCE

OF SUPPLY WHERE POSSIBLE, OTHERWISE CAP

STUB AND TAG WITH IDENTIFICATION.

• PROTECT EXISTING WORK TO REMAIN.

• PREVENT MOVEMENT OF STRUCTURE; PROVIDE

SHORING AND BRACING IF NECESSARY.

• PERFORM CUTTING TO ACCOMPLISH REMOVALS

NEATLY AND AS SPECIFIED FOR CUTTING NEW

WORK.

• REPAIR ADJACENT CONSTRUCTION AND FINISHES

DAMAGED DURING REMOVAL WORK.

• PATCH AS SPECIFIED FOR PATCHING NEW WORK.

• REMOVE BUILDING FOUNDATIONS UNDER

DEMOLISHED BUILDINGS, COMPLETELY.

• REMOVE BUILDING SERVICES AND BURIED UTILITIES

UNDER DEMOLISHED BUILDINGS, COMPLETELY.

• REMOVE DEBRIS, JUNK, AND TRASH FROM SITE.

• REMOVE FROM SITE ALL MATERIALS NOT TO BE REUSED

ON SITE; DO NOT BURN OR BURY.

• LEAVE SITE IN CLEAN CONDITION, READY FOR

SUBSEQUENT WORK.

• CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM

PUBLIC AND PRIVATE LANDS.

DEMOLITION NOTES:

DEMOLITION FLOOR PLAN NOTES:

1 REMOVE EXISTING DOOR AND FRAME.

2 EXISTING STAIR TO MEZZANINE LEVEL, TO REMAIN.

3 REMOVE EXISTING PARTITIONS SHOWN DASHED TO

MAKE WAY FOR NEW WORK.

4 REMOVE EXISTING PLUMBING FIXTURES AND TOILET

PARTITIONS.

5 REMOVE CEILING FINISH TO EXPOSE WOOD

FRAMING.

6 REMOVE EXISTING WALL FINISH TO EXPOSE WOOD

FRAMING. THESE AREAS WILL REQUIRE NEW PLUMBING

SUPPLIES AS WELL AS BLOCKING TO FACILITATE NEW

TOILET ACCESSORIES.

A A

B B

C C

D D

E E

F F

1-2

PROJECT #

DATE:

REVISIONS

Copyright © 2022-23 STUDIO 3 ARCHITECTURE, INC.

SHEET:

A1.11

06/26/2023

2022-199

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1/8" = 1'-0"

LEVEL 01 - DEMOLITION N0' 4' 8' 24'16'2'

UP

FLOOR PLAN NOTES:

1 REFER TO ENLARGED PLAN FOR WORK IN THIS AREA.

2 REFER TO PLUMBING DRAWINGS FOR RE-ROUTING

AND RE-CONNECTING WATER LINE SERVING

ADJACENT BUILDING.

GENERAL PLAN NOTES:

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD

NOT BE SCALED. NOTIFY ARCHITECT OF ANY

DISCREPANCIES IMMEDIATELY UPON DISCOVERY.

OBTAIN CLARIFICATION OF DIMENSIONS OR

DISCREPANCIES PRIOR TO PROCEEDING WITH AREA OF

REQUIRED WORK.

3. DIMENSIONS ARE TO FACE OF FRAMING.

DIMENSIONS STATED AS CLEAR ARE TO FACE OF

FINISH.

4. SEE WALL SECTIONS FOR DESCRIPTION OF EXTERIOR

WALL MATERIALS.

5. ALL INTERIOR PARTITIONS TO RECEIVE GLASS FIBER

INSULATION, FULL HEIGHT.

6. COORDINATE LOCATION OF RECESSED OR SEMI-

RECESSED ITEMS TO AVOID BACK TO BACK

INSTALLATION AND TO REDUCE NOISE TRANSFER

THROUGH PARTITIONS.

7. INSTALL WALL BACKING FOR ALL WALL MOUNTED

ITEMS, INCLUDING BUT NOT LIMITED TO THE

FOLLOWING: DOOR STOPS, FIXTURES, WALL

CABINETS, SHELVING, COUNTERS, TOILET

ACCESSORIES, SECURITY EQUIPMENT, TACK BOARDS

AND MARKER BOARDS, HAND RAILS AND WINDOW

COVERING TRACKS.

8. SEPARATE AREAS IN WHICH WORK IS BEING

CONDUCTED FROM OTHER AREAS THAT ARE STILL

OCCUPIED.

A. PROVIDE, ERECT, AND MAINTAIN TEMPORARY

DUSTPROOF PARTITIONS OF SUITABLE

CONSTRUCTION IN LOCATIONS INDICATED ON

DRAWINGS OR AS DIRECTED.

9. PROTECT EXISTING WORK TO REMAIN.

A. PREVENT MOVEMENT OF STRUCTURE; PROVIDE

SHORING AND BRACING IF NECESSARY.

B. PERFORM CUTTING TO ACCOMPLISH REMOVALS

NEATLY AND AS SPECIFIED FOR CUTTING NEW

WORK.

C. REPAIR ADJACENT CONSTRUCTION AND FINISHES

DAMAGED DURING REMOVAL WORK.

D. PATCH AS SPECIFIED FOR PATCHING NEW WORK.

10. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE.

11. REMOVE FROM SITE ALL MATERIALS NOT TO BE REUSED

ON SITE; DO NOT BURN OR BURY.

12. LEAVE SITE IN CLEAN CONDITION, READY FOR

SUBSEQUENT WORK.

13. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM

PUBLIC AND PRIVATE LANDS.

14. WORK SHOWN ON THESE DRAWINGS IS TO BE

SUPPLIED, FURNISHED, CONSTRUCTED, INSTALLED ALL

AS PER THE GENERAL CONDITIONS AND THE

SPECIFICATIONS: EXCEPTIONS AS DESCRIBED BY THE

FOLLOWING ABBREVIATIONS:

A. CFCI CONTRACTOR FURNISHED -

CONTRACTOR INSTALLED.

B. OFCI OWNER FURNISHED - CONTRACTOR

INSTALLED.

C. OFOI OWNER FURNISHED - OWNER INSTALLED.

D. NIC OR N.I.C. NOT IN CONTRACT OR NOT A

PART OF THIS CONTRACT.

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD

NOT BE SCALED. NOTIFY ARCHITECT OF ANY

DISCREPANCIES IMMEDIATELY UPON DISCOVERY.

OBTAIN CLARIFICATION OF DIMENSIONS OR

DISCREPANCIES PRIOR TO PROCEEDING WITH AREA OF

REQUIRED WORK.

3. DIMENSIONS ARE TO FACE OF FRAMING.

DIMENSIONS STATED AS CLEAR ARE TO FACE OF

FINISH.

4. SEE WALL SECTIONS FOR DESCRIPTION OF EXTERIOR

WALL MATERIALS.

5. ALL INTERIOR PARTITIONS TO RECEIVE GLASS FIBER

INSULATION, FULL HEIGHT.

6. COORDINATE LOCATION OF RECESSED OR SEMI-

RECESSED ITEMS TO AVOID BACK TO BACK

INSTALLATION AND TO REDUCE NOISE TRANSFER

THROUGH PARTITIONS.

7. INSTALL WALL BACKING FOR ALL WALL MOUNTED

ITEMS, INCLUDING BUT NOT LIMITED TO THE

FOLLOWING: DOOR STOPS, FIXTURES, WALL

CABINETS, SHELVING, COUNTERS, TOILET

ACCESSORIES, SECURITY EQUIPMENT, TACK BOARDS

AND MARKER BOARDS, HAND RAILS AND WINDOW

COVERING TRACKS.

8. SEPARATE AREAS IN WHICH WORK IS BEING

CONDUCTED FROM OTHER AREAS THAT ARE STILL

OCCUPIED.

A. PROVIDE, ERECT, AND MAINTAIN TEMPORARY

DUSTPROOF PARTITIONS OF SUITABLE

CONSTRUCTION IN LOCATIONS INDICATED ON

DRAWINGS OR AS DIRECTED.

9. PROTECT EXISTING WORK TO REMAIN.

A. PREVENT MOVEMENT OF STRUCTURE; PROVIDE

SHORING AND BRACING IF NECESSARY.

B. PERFORM CUTTING TO ACCOMPLISH REMOVALS

NEATLY AND AS SPECIFIED FOR CUTTING NEW

WORK.

C. REPAIR ADJACENT CONSTRUCTION AND FINISHES

DAMAGED DURING REMOVAL WORK.

D. PATCH AS SPECIFIED FOR PATCHING NEW WORK.

10. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE.

11. REMOVE FROM SITE ALL MATERIALS NOT TO BE REUSED

ON SITE; DO NOT BURN OR BURY.

12. LEAVE SITE IN CLEAN CONDITION, READY FOR

SUBSEQUENT WORK.

13. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM

PUBLIC AND PRIVATE LANDS.

14. WORK SHOWN ON THESE DRAWINGS IS TO BE

SUPPLIED, FURNISHED, CONSTRUCTED, INSTALLED ALL

AS PER THE GENERAL CONDITIONS AND THE

SPECIFICATIONS: EXCEPTIONS AS DESCRIBED BY THE

FOLLOWING ABBREVIATIONS:

A. CFCI CONTRACTOR FURNISHED -

CONTRACTOR INSTALLED.

B. OFCI OWNER FURNISHED - CONTRACTOR

INSTALLED.

C. OFOI OWNER FURNISHED - OWNER INSTALLED.

D. NIC OR N.I.C. NOT IN CONTRACT OR NOT A

PART OF THIS CONTRACT.

A A

B B

C C

D D

E E

F F

A4.01

HALL

R.R.

R.R.

OFFICE

1-2

PROJECT #

DATE:

REVISIONS

Copyright © 2022-23 STUDIO 3 ARCHITECTURE, INC.

SHEET:

A1.21

06/26/2023

2022-199

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1/8" = 1'-0"

LEVEL 01 - GROUND FLOOR PLAN

0' 4' 8' 24'16'2' N

REFLECTED CEILING PLAN LEGEND:

GENERAL PLAN NOTES:

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD

NOT BE SCALED. NOTIFY ARCHITECT OF ANY

DISCREPANCIES IMMEDIATELY UPON DISCOVERY.

OBTAIN CLARIFICATION OF DIMENSIONS OR

DISCREPANCIES PRIOR TO PROCEEDING WITH AREA OF

REQUIRED WORK.

3. DIMENSIONS ARE TO FACE OF FRAMING.

DIMENSIONS STATED AS CLEAR ARE TO FACE OF

FINISH.

4. SEE WALL SECTIONS FOR DESCRIPTION OF EXTERIOR

WALL MATERIALS.

5. ALL INTERIOR PARTITIONS TO RECEIVE GLASS FIBER

INSULATION, FULL HEIGHT.

6. COORDINATE LOCATION OF RECESSED OR SEMI-

RECESSED ITEMS TO AVOID BACK TO BACK

INSTALLATION AND TO REDUCE NOISE TRANSFER

THROUGH PARTITIONS.

7. INSTALL WALL BACKING FOR ALL WALL MOUNTED

ITEMS, INCLUDING BUT NOT LIMITED TO THE

FOLLOWING: DOOR STOPS, FIXTURES, WALL

CABINETS, SHELVING, COUNTERS, TOILET

ACCESSORIES, SECURITY EQUIPMENT, TACK BOARDS

AND MARKER BOARDS, HAND RAILS AND WINDOW

COVERING TRACKS.

8. SEPARATE AREAS IN WHICH WORK IS BEING

CONDUCTED FROM OTHER AREAS THAT ARE STILL

OCCUPIED.

A. PROVIDE, ERECT, AND MAINTAIN TEMPORARY

DUSTPROOF PARTITIONS OF SUITABLE

CONSTRUCTION IN LOCATIONS INDICATED ON

DRAWINGS OR AS DIRECTED.

9. PROTECT EXISTING WORK TO REMAIN.

A. PREVENT MOVEMENT OF STRUCTURE; PROVIDE

SHORING AND BRACING IF NECESSARY.

B. PERFORM CUTTING TO ACCOMPLISH REMOVALS

NEATLY AND AS SPECIFIED FOR CUTTING NEW

WORK.

C. REPAIR ADJACENT CONSTRUCTION AND FINISHES

DAMAGED DURING REMOVAL WORK.

D. PATCH AS SPECIFIED FOR PATCHING NEW WORK.

10. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE.

11. REMOVE FROM SITE ALL MATERIALS NOT TO BE REUSED

ON SITE; DO NOT BURN OR BURY.

12. LEAVE SITE IN CLEAN CONDITION, READY FOR

SUBSEQUENT WORK.

13. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM

PUBLIC AND PRIVATE LANDS.

14. WORK SHOWN ON THESE DRAWINGS IS TO BE

SUPPLIED, FURNISHED, CONSTRUCTED, INSTALLED ALL

AS PER THE GENERAL CONDITIONS AND THE

SPECIFICATIONS: EXCEPTIONS AS DESCRIBED BY THE

FOLLOWING ABBREVIATIONS:

A. CFCI CONTRACTOR FURNISHED -

CONTRACTOR INSTALLED.

B. OFCI OWNER FURNISHED - CONTRACTOR

INSTALLED.

C. OFOI OWNER FURNISHED - OWNER INSTALLED.

D. NIC OR N.I.C. NOT IN CONTRACT OR NOT A

PART OF THIS CONTRACT.

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD

NOT BE SCALED. NOTIFY ARCHITECT OF ANY

DISCREPANCIES IMMEDIATELY UPON DISCOVERY.

OBTAIN CLARIFICATION OF DIMENSIONS OR

DISCREPANCIES PRIOR TO PROCEEDING WITH AREA OF

REQUIRED WORK.

3. DIMENSIONS ARE TO FACE OF FRAMING.

DIMENSIONS STATED AS CLEAR ARE TO FACE OF

FINISH.

4. SEE WALL SECTIONS FOR DESCRIPTION OF EXTERIOR

WALL MATERIALS.

5. ALL INTERIOR PARTITIONS TO RECEIVE GLASS FIBER

INSULATION, FULL HEIGHT.

6. COORDINATE LOCATION OF RECESSED OR SEMI-

RECESSED ITEMS TO AVOID BACK TO BACK

INSTALLATION AND TO REDUCE NOISE TRANSFER

THROUGH PARTITIONS.

7. INSTALL WALL BACKING FOR ALL WALL MOUNTED

ITEMS, INCLUDING BUT NOT LIMITED TO THE

FOLLOWING: DOOR STOPS, FIXTURES, WALL

CABINETS, SHELVING, COUNTERS, TOILET

ACCESSORIES, SECURITY EQUIPMENT, TACK BOARDS

AND MARKER BOARDS, HAND RAILS AND WINDOW

COVERING TRACKS.

8. SEPARATE AREAS IN WHICH WORK IS BEING

CONDUCTED FROM OTHER AREAS THAT ARE STILL

OCCUPIED.

A. PROVIDE, ERECT, AND MAINTAIN TEMPORARY

DUSTPROOF PARTITIONS OF SUITABLE

CONSTRUCTION IN LOCATIONS INDICATED ON

DRAWINGS OR AS DIRECTED.

9. PROTECT EXISTING WORK TO REMAIN.

A. PREVENT MOVEMENT OF STRUCTURE; PROVIDE

SHORING AND BRACING IF NECESSARY.

B. PERFORM CUTTING TO ACCOMPLISH REMOVALS

NEATLY AND AS SPECIFIED FOR CUTTING NEW

WORK.

C. REPAIR ADJACENT CONSTRUCTION AND FINISHES

DAMAGED DURING REMOVAL WORK.

D. PATCH AS SPECIFIED FOR PATCHING NEW WORK.

10. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE.

11. REMOVE FROM SITE ALL MATERIALS NOT TO BE REUSED

ON SITE; DO NOT BURN OR BURY.

12. LEAVE SITE IN CLEAN CONDITION, READY FOR

SUBSEQUENT WORK.

13. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM

PUBLIC AND PRIVATE LANDS.

14. WORK SHOWN ON THESE DRAWINGS IS TO BE

SUPPLIED, FURNISHED, CONSTRUCTED, INSTALLED ALL

AS PER THE GENERAL CONDITIONS AND THE

SPECIFICATIONS: EXCEPTIONS AS DESCRIBED BY THE

FOLLOWING ABBREVIATIONS:

A. CFCI CONTRACTOR FURNISHED -

CONTRACTOR INSTALLED.

B. OFCI OWNER FURNISHED - CONTRACTOR

INSTALLED.

C. OFOI OWNER FURNISHED - OWNER INSTALLED.

D. NIC OR N.I.C. NOT IN CONTRACT OR NOT A

PART OF THIS CONTRACT.

REFLECTED CEILING PLAN NOTES:

1 NEW 5/8" GYP BRD CEILING APPLIED TO EXISTING

WOOD FRAMING.

2 EXISTING CEILING AND LIGHT FIXTURES TO REMAIN.

PATCH/REPAIR AS REQUIRED.

3 NEW LIGHT FIXTURES PER ELECTRICAL DRAWINGS.

A A

B B

C C

D D

E E

F F

PROJECT #

DATE:

REVISIONS

Copyright © 2022-23 STUDIO 3 ARCHITECTURE, INC.

SHEET:

A1.61

06/26/2023

2022-199

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LD

G

R E S T R O

O M

S R

E M

O D

E L

S ta te

S t.

B u ild in g

S a le m

O R

1/8" = 1'-0"

LEVEL 01 - REFLECTED CEILING PLAN

0' 4' 8' 24'16'2' N

INTERIOR ELEV NOTES:

1 SIGNAGE FOR RESTROOM, GENDER SPECIFIC, WITH

BRAILLE.

2 DOOR OPERATOR PUSH BUTTON. NOTE: DOOR

OPERATOR PUSH BUTTON SHOULD INTERFACE WITH

PRIVACY LOCK TO PREVENT OPERATION WHILE THE

ROOM IS OCCUPIED.

3 PROVIDE RECORD LOW ENERGY OPERATOR TO OPEN

DOORUPON SIGNAL FROM OPERATOR BUTTON,

WHEN THE ROOM IS NOT OCCUPIED.

4 PROVIDE SOLID BLOCKING IN WALL BEHIND GRAB

BARS FOR SECURE ANCHORAGE.

5 PLUMBING FIXTURE PER PLUMBING DRAWINGS

6"

6"

/8

/8

TA-PT

TA-MR

/2

TA-MR

TA-PT

TA-SC

TA-TP

TA-GB

TA-SD

3'-4" 1'-2"

TA-TP

TA-SC TA-GB

6"4'-0"

3'-4"1'-2"

TA-TP

TA-SCTA-GB

TA-MR

TA-PT

TA-SC

TA-TP

TA-GB

TA-SD

TA-PT

" 4

TA-PT

TA-MR

6"

6"

PROJECT #

DATE:

REVISIONS

Copyright © 2022-23 STUDIO 3 ARCHITECTURE, INC.

SHEET:

A2.51

06/26/2023

2022-199

C D

C W

IR

E L E S S B

L D

G

R E S T R O

O M

S R

E M

O D

E L

S ta te

S t.

B u ild in g

S a le m

O R

1-1 2-1 2-2

2-3 2-4 3-1 3-2 3-3

3-4

1-2

HALLWAY ELEVATIONS

1/2" = 1'-0"

RESTROOM 102 ELEVATIONS

1/2" = 1'-0"

RESTROOM 102 ELEVATIONS (CONT.)

1/2" = 1'-0"

RESTROOM 103 ELEVATIONS

1/2" = 1'-0"

RESTROOM 103 ELEVATIONS (CONT.)

1/2" = 1'-0"

0' 6'4'2'1' 0' 6'4'2'1'

0' 6'4'2'1' 0' 6'4'2'1'

0' 6'4'2'1'

1 11/08/2024 REVISION 1

2 01/31/2025 ADDENDUM

2 2

DETAIL PLAN NOTES:

1 SIGNAGE FOR RESTROOM, GENDER SPECIFIC, WITH

BRAILLE.

2 DOOR OPERATOR PUSH BUTTON. NOTE: DOOR

OPERATOR PUSH BUTTON SHOULD INTERFACE WITH

PRIVACY LOCK TO PREVENT OPERATION WHILE THE

ROOM IS OCCUPIED.

3 PROVIDE LOW ENERGY OPERATOR TO OPEN DOOR

UPON SIGNAL FROM OPERATOR BUTTON, WHEN THE

ROOM IS NOT OCCUPIED.

4 PROVIDE SOLID BLOCKING IN WALL BEHIND GRAB

BARS FOR SECURE ANCHORAGE.

5 PLUMBING FIXTURE PER PLUMBING DRAWINGS

C C

D D

8" 6" 6'-6" 3 1/2" 3'-6" 3 1/2" 8'-0 1/4" 2 3/4"

/4

/2

/2

/2

/4

/8

/2

/8

/4

/8

/8

/2

/2

/4

A2.51 2-1

2-2

2-3

2-4

A2.511-1

A2.51 3-4

3-1

3-2

3-3

R.R.

HALL

R.R.

103 OFFICE

102-1

103-1 As4d

As4d

As4d

As6d

20'-0"

20'-0"

8" 6" 6'-6" 3 1/2"

6" 6'-6"

3 1/2"

3'-6"

3 1/2"

8'-0 1/4"

1-2

TA-MR

TA-PT

TA-PT

TA-MR

TA-SC

TA-SC

TA-GB

TA-TP

TA-GB

TA-TP

PROJECT #

DATE:

REVISIONS

Copyright © 2022-23 STUDIO 3 ARCHITECTURE, INC.

SHEET:

A4.01

06/26/2023

2022-199

C D

C W

IR

E L E S S B

L D

G

R E S T R O

O M

S R

E M

O D

E L

S ta te

S t.

B u ild in g

S a le m

O R

1/2" = 1'-0"

LEVEL 01 - DETAIL RESTROOM PLAN

0' 6'4'2'1'

1 11/08/2024 REVISION 1

2 01/31/2025 ADDENDUM

PARTITION HEIGHT / RATING LEGEND (SEE DIAGRAM ABOVE)

PROVIDE FIREBLOCKING IN ALL CONCEALED SPACES AND DOUBLE STUD WALL ASSEMBLIES IN ACCORDANCE WITH OSSC

717.2: SEE SPECIFICATIONS.

PARTITION CONFIGURATION

FRAMING SIZE

PARTITION HEIGHT / RATING

PARTIAL HEIGHT

PARTITION TYPE SYMBOL ON

NOTED SIDE TYPICAL

PARTITION TYPE PLAN SYMBOL FRAMING SIZE DESIGNATION

a b c d, e f g, h, j, k, m s

0 = 7/8" M FURRING

1 = 1 5/8" MSTUD or 1x" NOM WOOD

2 = 2 1/2" MSTUD or 2x" NOM WOOD

3 = 3 1/2" MSTUD or 3x" NOM WOOD

4 = 4" MSTUD or 4x" NOM WOOD

6 = 6" MSTUD or 6x" NOM WOOD

8 = 8" MSTUD or 8x" NOM WOOD

FIRE BLOCKING NOTES:

PARTITION HEIGHT/RATING LEGEND:

a = NON-RATED PARTIAL HEIGHT PARTITION, (SEE PLAN FOR TOP OF PARTITION HEIGHT).

b = NON-RATED TO UNDERSIDE OF CEILING.

c = NON-RATED, EXTEND GYPSUM BOARD TO 6" ABOVE CEILING AND BRACE STUDS AS REQUIRED TO STRUCTURE

ABOVE.

d = NON-RATED, EXTEND STUDS AND GYPSUM BOARD TO UNDERSIDE OF STRUCTURE ABOVE.

e = NON-RATED, EXTEND STUDS AND GYPSUM BOARD FROM CONCRETE S.O.G. TO UNDERSIDE OF STRUCTURE

ABOVE. SEAL BOTTOM TRACK TO SLAB WITH SEALANT.

f = NON-RATED, EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. EXTEND GYPSUM BOARD TO 6" ABOVE

CEILING ON ONE SIDE AND EXTEND TO STRUCTURE ON THE OTHER.

g = 1/2 HOUR (30 MINUTES) RATED.

h = 3/4 HOUR (45 MINUTES) RATED.

j = 1 HOUR (60 MINUTES) RATED.

k = 2 HOUR (120 MINUTES) RATED.

l = 3 HOUR (180 MINUTES) RATED m = 4 HOUR (240 MINUTES) RATED.

s = SMOKE RATED.

1. SEE FLOOR PLAN DRAWINGS FOR WALL TYPE LOCATIONS.

2. SEE REFLECTED CEILING PLAN DRAWINGS FOR HORIZONTAL RATED LOCATIONS.

3. PROVIDE ACOUSTIC SEAL AT PERIMETER AND PENETRATIONS OF SOUND RATED PARTITIONS AND OTHER

CONSTRUCTION AS REQUIRED TO ACHIEVE STC RATING INDICATED.

4. MAINTAIN FIRE RATING OF WALLS AROUND FIRE EXTINGUISHER CABINETS, AND OTHER RECESSED ITEMS.

5. FRAME AROUND BEAMS AND OTHER STRUCTURAL ELEMENTS WHEN THEY OCCUR WITHIN THE SPACE OF A FIRE RATED

OR ACOUSTICAL PARTITION.

6. WHEN FRAMING CONTINUES PAST INTERMEDIATE STRUCTURE, (AS IN MULTI-STORY STAIR ENCLOSURES AND SIMILAR CONDITIONS), ATTACHMENT TO INTERMEDIATE STRUCTURE SHALL BE WITH A SLOTTED CONNECTION OR OTHER

MEANS SO THAT THE STRUCTURAL DEFLECTION WILL NOT…