B01 Attachment J04 Constructon Drawings - Addendum 1.pdf

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Mid-Atlantic Tribal Health Clinic Renovation and Expansion
Solicitation number
75H701-22-R-00051
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This document outlines a federal solicitation for renovation and expansion services for a Mid-Atlantic Tribal Health Clinic. The Indian Health Service is seeking a contractor to provide all labor, tools, equipment, and incidentals necessary to renovate and expand an existing 27,195 square foot building leased from the Chickahominy Indian Tribe in Charles City, Virginia. Services to be provided by the upgraded health clinic include primary care, dental, behavioral health, pharmacy, optometry, telehealth, diabetic care, and benefit coordination for the estimated 1,423 Virginia-based tribal users as well as other Native Americans in the region totaling around 16,413 users. The period of performance is 365 calendar days from notice to proceed. This procurement is set aside for small businesses, with preference given to Indian Economic Enterprises, and will be awarded on a firm fixed price basis. The site visit will take place on June 16th and proposals are due in accordance with Federal Acquisition Regulation Part 15 procedures.

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P:\2021 Projects\021041.00 IHS- Mid Atlantic Tribes Health Clinics Design\D - Bidding\4-Addenda\Chickahominy - Addendum 1\21041 - Chickahominy- Addendum 1.docx

2 West 1st Street, Suite 201, Duluth, Minnesota 55802 tel (218) 727-2626 fax (218) 722-7467

ADDENDUM ONE (1)

project Mid-Atlantic Tribal Health Clinic

Roxbury, VA project # IHS: NS21MA002H7

DSGW: 021041.00

date May 20, 2022 from Ryan Turner DSGW Architects, Inc.

to All planholders for above project

The following addendum shall become part of the construction documents for the construction of the above referenced project.

This addendum supersedes and supplements all previous reference to similar items.

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am duly a Licensed

Architect under the laws of the State of Virginia.

Signature

Registration # 019259 Date May 20, 2022 specifications SECTION DESCRIPTION

00 01 10 TABLE OF CONTENTS

1. OMIT this section as originally issued and REPLACE with REVISED Section 00

01 10 as included with this addendum.

05 73 00 TEMPERED GLASS RAILING ASSEMBLIES

1. ADD this section as included with this addendum.

06 20 00 FINISH CARPENTRY

1. OMIT this section as originally issued and REPLACE with REVISED Section 06 20 00 as included with this addendum.

06 41 00 ARCHITECTURAL WOOD CASEWORK

1. OMIT this section as originally issued and REPLACE with REVISED Section 06 41 00 as included with this addendum.

drawings SHEET DESCRIPTION

A1.2 ARCHITECTURAL SITE PLAN

1. REVISED entire sheet.

A2.2 SECOND FLOOR PLAN

1. 1/A2.2: REVISED plan.

2. 2/A2.2: ADDED detail.

A2.3 FIRST & SECOND FLOOR – FINISH PLAN

1. 3/A2.3: REVISED plan.

A2.5 OUTBUILDING PLANS AND SECTIONS

1. REVISED entire sheet.

A3.1 FIRST FLOOR RCP – OVERALL PLAN

1. 2, 3 & 4/A3.1: OMIT details.

2. 2/A3.1: ADDED detail.

P:\2021 Projects\021041.00 IHS- Mid Atlantic Tribes Health Clinics Design\D - Bidding\4-Addenda\Chickahominy - Addendum 1\21041 - Chickahominy- Addendum 1.docx

A3.2 SECOND FLOOR RCP

1. 1/A3.2: REVISED plan.

A7.1 INTERIOR ELEVATIONS

1. 16/A7.1: REVISED elevation.

A7.3 INTERIOR ELEVATIONS

1. 1, 9, 10 & 18/A7.3: REVISED elevations.

mechanical / electrical consultant

EDI-Dolejs’s Mechanical/Electrical Addendum One, dated 05-20-2022, is to be included with this addendum as attached (36 pages) enclosures J Spec. Section 00 01 10 – Table of Contents – Revised (5 pages) J Spec. Section 05 73 00 – Tempered Glass Railing Assemblies (3 pages) J Spec. Section 06 20 00 – Finish Carpentry – Revised (4 pages) J Spec. Section 06 41 00 – Architectural Wood Casework – Revised (5 pages) J Architectural Drawing Sheets: A1.2, A2.2, A2.3, A2.5, A3.1, A3.2, A7.1 & A7.3

(30X42) (8 pages) J EDI-Dolejs’s Mechanical/Electrical Addendum 1 (12 – 8.5x11; 24 – 30x42)(36 pages)

This addendum shall become part of this bid. The bidder shall insert the addendum number in the space where indicated on the proposal form. Failure to comply may result in the bid being rejected.

= END OF ADDENDUM ONE (1)

21041 – Mid-Atlantic Tribal Health Center

IHS # NS21MA002H7

00 01 10 - 1 TABLE OF CONTENTS – REVISED

ADDENDUM #1

SECTION 00 01 10

TABLE OF CONTENTS - REVISED

MID-ATLANTIC TRIBAL HEALTH CENTER

ROXBURY, VIRGINIA

VOLUME 1 – DIVISIONS 00 - 14

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 01 – Project Manual Title and Registration Sheet 00 01 10 – Table of Contents 00 01 15 – Schedule of Drawings 00 31 00 – Available Project Information 00 43 25 – Request for Approval of Substitution 00 72 00 – General Conditions 00 73 00 – Supplementary General Conditions

DIVISION 01 -- GENERAL REQUIREMENTS

01 10 00 – Summary 01 20 00 – Price and Payment Procedures 01 23 00 – Alternates 01 30 00 – Administrative Requirements 01 40 00 – Quality Requirements 01 50 00 – Temporary Facilities and Controls 01 60 00 – Product Requirements 01 70 00 – Execution and Closeout Requirements 01 78 00 – Closeout Submittals

DIVISION 02 – EXISTING CONDITIONS

02 41 00 – Demolition

DIVISION 03 – CONCRETE

03 10 00 – Concrete Forming 03 20 00 – Concrete Reinforcing 03 30 00 – Cast in Place Concrete 03 41 13 – Precast Concrete Hollow Core Planks

DIVISION 04 -- MASONRY

04 20 00 – Unit Masonry 04 72 00 – Cast Stone Masonry 04 73 00 – Manufactured Stone Masonry

DIVISION 05 -- METALS

05 12 00 – Structural Steel Framing 05 31 00 – Steel Decking 05 40 00 – Cold Formed Metal Framing 05 50 00 – Metal Fabrications 05 73 13 – Tempered Glass Railing Assembly

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 10 00 – Rough Carpentry 06 15 00 – Wood Decking 06 17 53 – Shop Fabricated Wood Trusses 06 18 00 – Glued-Laminated Construction 06 20 00 – Finish Carpentry

IHS # NS21MA002H7

00 01 10 - 2 TABLE OF CONTENTS – REVISED

06 41 00 – Architectural Wood Casework 06 82 19 – Fiberglass Reinforced Wall Panels

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 11 13 – Bituminous Damproofing 07 17 13 – Bentonite Panel Waterproofing 07 21 00 – Thermal Insulation 07 25 00 – Weather Barriers 07 31 13 – Asphalt Shingles 07 42 13 – Metal Wall Panels 07 52 10 – Specialty Roof System 07 53 00 – Elastomeric Membrane Roofing 07 62 00 – Sheet Metal Flashing and Trim 07 72 33 – Roof Hatches and Vents 07 84 00 – Firestopping 07 90 05 – Joint Sealers

DIVISION 08 -- OPENINGS

08 11 13 – Hollow Metal Door and Frames 08 14 16 – Flush Wood Doors 08 31 00 – Access Doors and Panels 08 33 23 – Overhead Coiling Doors 08 42 29 – Automatic Entrance Doors 08 43 13 – Aluminum Framed Storefronts 08 71 00 – Door Hardware 08 80 00 – Glazing 08 91 00 - Louvers

DIVISION 09 -- FINISHES

09 21 16 – Gypsum Board Assemblies 09 30 00 - Tiling 09 51 00 – Acoustical Ceilings 09 65 00 – Resilient Flooring 09 68 13 – Tile Carpeting 09 84 00 – Acoustic Room Components 09 90 00 – Painting and Coating

DIVISION 10 -- SPECIALTIES

10 11 01 – Visual Display Boards 10 21 23 - Cubicles 10 21 13.19 – Solid Plastic Toilet Compartments 10 26 01 – Handrails and Wall Protection 10 28 00 – Toilet Accessories 10 44 00 – Fire Protection Specialties 10 51 26 – Plastic Lockers 10 73 13 - Awnings 10 73 16 – Canopies 10 75 00 – Flagpoles

DIVISION 12 -- FURNISHINGS

12 24 13 – Window Shade Systems

DIVISION 14 – CONVEYING SYSTEMS

14 20 10 – Passenger Elevators

IHS # NS21MA002H7

00 01 10 - 3 TABLE OF CONTENTS – REVISED

VOLUME 2 – DIVISIONS 21 - 33

DIVISION 21 -- FIRE SUPPRESSION

21 00 01 – Fire Protection Certification 21 10 00 – Water-Based Fire Protection Systems

DIVISION 22 -- PLUMBING

22 00 01 – Plumbing Certification 22 00 10 – General Provisions 22 05 00 – Common Work Results for Plumbing 22 05 13 – Common Motor Requirements for Plumbing Equipment 22 05 19 – Meters and Gages for Plumbing Piping 22 05 23 – General-Duty Valves for Plumbing Piping 22 05 29 – Hangers and Supports for Plumbing Piping and Equipment 22 05 53 – Identification for Plumbing Piping and Equipment 22 07 00 – Plumbing Insulation 22 11 16 – Domestic Water Piping 22 11 19 – Domestic Water Piping Specialties 22 11 23 – Domestic Water Pumps 22 11 23.13 – Domestic Water Packaged Booster Pump System 22 13 16 – Sanitary Waste and Vent Piping 22 13 19 – Sanitary Waste Piping Specialties 22 14 13 – Facility Storm Drainage Piping 22 14 23 – Storm Drainage Piping Specialties 22 34 00 – Liquid Propane, Fuel-Fired Domestic-Water Heaters 22 40 00 – Plumbing Fixtures 22 45 00 – Emergency Plumbing Fixtures 22 47 00 – Drinking Fountains and Water Coolers 22 61 13 – Compressed-Air Piping for Dental Facilities 22 62 13 – Vacuum Piping for Dental Facilities

DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 00 01 – Mechanical Certification 23 00 10 – General Provisions 23 05 00 – Common Work Results for HVAC 23 05 13 – Common Motor Requirements for HVAC Equipment 23 05 16 – Expansion Fittings and Loops for HVAC Piping 23 05 19 – Meters and Gages for HVAC Piping 23 05 23 – General-Duty Valves for HVAC Piping 23 05 29 – Hangers and Supports for HVAC Piping and Equipment 23 05 48 – Vibration Controls for HVAC Piping and Equipment 23 05 53 – Identification for HVAC Piping and Equipment 23 05 93 – Testing, Adjusting, and Balancing for HVAC 23 07 00 – HVAC Insulation 23 08 00 – Commissioning of HVAC 23 09 00 – Instrumentation and Control for HVAC 23 09 93 – Sequence of Operations for HVAC Controls 23 11 16 – Facility Liquified-Petroleum Gas Piping 23 21 13 – Hydronic Piping and Specialties 23 21 15 – Propylene Glycol System 23 21 23 – Hydronic Pumps 23 31 13 – Metal Ducts 23 33 00 – Air Duct Accessories 23 34 23 – HVAC Power Ventilators 23 36 00 – Air Terminal Units

IHS # NS21MA002H7

00 01 10 - 4 TABLE OF CONTENTS – REVISED

23 37 13 – Grilles, Registers and Diffusers 23 51 00 – Breechings, Chimneys, and Stacks 23 52 16 – Fire-Tube Condensing Boilers 23 62 00 – Packaged Compressor and Condenser Units 23 81 26 – Split-System Air-Conditioners 23 82 39 – Unit Heaters 23 83 16 – Radiant-Heating Hydronic Piping

DIVISION 26 – ELECTRICAL

26 00 01 – Electrical Certification 26 00 10 – General Provisions for Electrical Work 26 00 11 – Electrical Alternates 26 01 00 – Construction Power and Lighting 26 04 00 – Underground Electrical Service 26 04 45 – Electrical Connections to Equipment 26 05 00 – Common Work Results for Electrical 26 05 19 – Low-Voltage Electrical Power Conductors and Cables 26 05 23 – Control-Voltage Electrical Power Cables 26 05 26 – Grounding and Bonding for Electrical Systems 26 05 29 – Hangers and Support for Electrical Systems 26 05 33 – Raceways and Boxes for Electrical Systems 26 05 53 – Identification for Electrical Systems 26 09 24 – Local Low-voltage Lighting Control System 26 09 26 – Relay Based Lighting Control (Network) 26 24 13 – Switchboards 26 24 16 – Panelboards 26 27 26 – Wiring Devices 26 28 13 – Fuses 26 28 16 – Enclosed Switches and Circuit Breakers 26 29 13 – Enclosed Controllers 26 29 23 – Variable-Frequency Motor Controllers 26 51 19 – LED Interior Lighting 26 52 19 – Emergency and Exit Lighting 26 56 19 – LED Exterior Lighting 26 70 00 – Pathways for Communications and Security Systems 26 71 11 – Digital, Addressable Fire-Alarm System

DIVISION 27 – COMMUNICATIONS

27 00 01 – Communications Certification 27 00 10 – General Provisions 27 01 00 – Operation, Maintenance & Warranty 27 05 00 – Common Work Results for Communications 27 05 26 – Grounding for Communications 27 05 28 – Pathways for Communications 27 05 53 – Identification for Communications Systems 27 06 00 – Schedules for Communications 27 08 00 – Testing of Communications Systems 27 10 00 – Structured Cabling Requirements 27 11 00 – Communications Equipment Room Fittings 27 11 13 – Communications Entrance Protection 27 11 16 – Cabinets, Racks, Frames & Enclosures 27 11 19 – Patch Panels 27 11 23 – Cable Management & Ladder Rack 27 11 26 – Rack Mounted Power Protection & Power Strips 27 13 23 – Optical Fiber Back-Bone Cabling 27 15 13 – Copper Horizontal Cabling 27 15 43 – Faceplates & Connectors 27 16 19 – Patch Cords & Cross Connect Wire

IHS # NS21MA002H7

00 01 10 - 5 TABLE OF CONTENTS – REVISED

27 51 16 – Public Address Systems

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 00 01 – Security Certification 28 00 10 – General Provisions 28 05 28 – Pathways for Electronic Safety and Security 28 23 13 – Video Surveillance Control and Management Systems 28 61 00 – CCTV Cabling System

DIVISION 31 -- EARTHWORK

31 22 00 – Grading 31 23 16 – Excavation 31 23 23 – Fill

DIVISION 33 – UTILITIES

33 41 00 - Subdrainage

END OF SECTION

21041 – Mid-Atlantic Tribal 05 73 13 - 1 TEMPERED GLASS Health Center RAILING ASSEMBLIES

IHS # NS21MA002H7 ADDENDUM #1

SECTION 05 73 13

TEMPERED GLASS RAILING ASSEMBLIES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Tempered Glass Railing Assemblies.

1.02 RELATED SECTIONS

A. Section 05 50 00 - Metal Fabrications.

1.03 REFERENCES

A. ASTM A 666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2000.

B. ASTM B 221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2002.

C. ASTM B 221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric); 2002.

D. ASTM C 595 - Standard Specification for Blended Hydraulic Cements; 2003.

E. ASTM C 920 - Standard Specification for Elastomeric Joint Sealants; 2002.

F. ASTM C 1036 - Standard Specification for Flat Glass; 2001.

G. ASTM C 1048 - Standard Specification for Heat-Treated Flat Glass -- Kind HS, Kind FT Coated and Uncoated Glass; 1992.

1.04 SYSTEM DESCRIPTION

A. Performance Requirements for Guardrail Assembly:

1. Support distributed load of 50 pounds per linear foot (8,756 N/m), applied in any direction.

2. Support concentrated horizontal load of 200 pounds (90.6 kg), uniformly distributed over 1 square foot (0.092 sq m) of area, applied at any point in system.

3. Distributed loads and concentrated loads not to be applied simultaneously.

1.05 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Dimensioned drawings of railing assemblies indicating the following:

1. Elevations; include joint locations, transitions, and terminations.

2. Construction details; include fabrication details of joints, transitions and terminations.

3. Anchoring details; indicate construction activities and materials required that are not provided by railing assemblies installer.

C. Quality Assurance Submittals:

1. Design Data: Design calculations, bearing seal and signature of structural engineer licensed to practice in the State in which the Project is located, documenting compliance of guardrail assemblies to performance requirements specified in SYSTEM DESCRIPTION Article of PART 1 of this section.

2. Certificates: Contractor's certification that installer of railing assemblies meets specified qualifications.

1.06 QUALITY ASSURANCE

A. Installer Qualifications: Minimum three years of experience installing railing assemblies similar to those specified in this section.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Store products of this section in manufacturer's unopened packaging until installation.

21041 – Mid-Atlantic Tribal 05 73 13 - 2 TEMPERED GLASS

IHS # NS21MA002H7 ADDENDUM #1

1.08 PROJECT CONDITIONS

A. Field Measurements: When project conditions permit, take field measurements of areas where guardrail assemblies will be located; note discrepancies between drawings and actual dimensions on submitted shop drawings.

1.09 SCHEDULING

A. Ensure that sill angles are correctly fabricated before placement, and are correctly placed and anchored in time for installation of railing assemblies in accordance with construction progress schedule.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Glass Guard Assembly: Plans and specifications have been developed based on CRL-Blumcraft®’s System.

2.02 MATERIALS

A. Aluminum Components: Conforming to ASTM B 221 (ASTM B 221M), Alloy 6063, Temper T5.

B. Stainless Steel Components: Conforming to ASTM A 666, Type 304.

C. Expansion Cement: Hydraulic, conforming to ASTM C 595, factory-prepared with accelerator;

product specified in shop drawings.

D. Sealant: One-part silicone sealant, conforming to ASTM C 920, color as selected from manufacturer's standard range of colors; product specified in shop drawings.

E. Adhesive: Product specified in shop drawings.

2.03 COMPONENTS

A. Glazing: Float glass meeting requirements of ANSI Standard Z97.1 for safety glazing materials and Consumer Product Safety Commission, Standard 16 CFR 1201 Categories 2, and as follows:

1. Thickness: 1/2 inch (12 mm) Monolithic Tempered Glass.

B. Setting Blocks: Types and sizes indicated in shop drawings.

C. Protective Inserts: Types indicated in shop drawings.

D. Base:

1. Two Piece Mounting Base System; Railglass® RG-200

2. Finish: Satin Anodized

E. Rail Cap: 1.5” Square Cap. Furnish accessories as required to mount rail cap to glass railing.

F. Fasteners: Types and sizes indicated in shop drawings.

2.04 FABRICATION

A. Fabricate guardrail assembly components to lengths and configurations that comply with approved shop drawings.

B. Machine joint edges smooth and plane to produce hairline seams when site-assembled; supply concealed sleeve connectors for joints.

C. Isolate dissimilar metals to prevent electrolytic action by applying primer to concealed surfaces of metal components.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that sill angles are correctly placed.

B. Installer's Examination:

1. Have installer of this section examine conditions under which construction activities of this section are to be performed, then submit written notification if such conditions are unacceptable.

21041 – Mid-Atlantic Tribal 05 73 13 - 3 TEMPERED GLASS

IHS # NS21MA002H7 ADDENDUM #1

2. Transmit two copies of installer's report to Architect within 24 hours of receipt.

3. Beginning construction activities of this section before unacceptable conditions have been corrected is prohibited.

4. Beginning construction activities of this section indicates installer's acceptance of conditions.

3.02 INSTALLATION

A. Installation of sill angles is specified in Section 05 50 00.

B. Install railing assemblies in accordance with shop drawings.

C. Site Tolerances:

1. Variation from level, horizontal components and sight lines: 1/8 inch in 10 feet (1:1000), non-cumulative.

2. Variation from plumb, vertical components and sight lines: 1/8 inch in 10 feet (1:1000), non-cumulative.

3. Variation from plane, installed assembly: Maximum 1/16 inch (1.5 mm).

3.03 PROTECTION

A. Protect finished installation from damage by subsequent construction activities until Date of Substantial Completion.

B. Repair components damaged by subsequent construction activities in accordance with manufacturer's recommendations; replace damaged components that cannot be repaired to original condition.

IHS # NS21MA002H7

06 20 00 - 1 Finish Carpentry – REVISED

ADDENDUM #1

SECTION 06 20 00

FINISH CARPENTRY - REVISED

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Finish carpentry items.

B. Wood casings and moldings.

1.02 RELATED REQUIREMENTS

A. Section 06 10 00 - Rough Carpentry: Support framing, grounds, and concealed blocking.

B. Section 06 41 00 - Architectural Wood Casework: Shop fabricated custom cabinet work.

1.03 REFERENCE STANDARDS

A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials Current Edition.

B. ANSI A135.4 - Basic Hardboard 2012 (R2020).

C. ANSI A208.1 - American National Standard for Particleboard 2016.

D. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in Buildings - Safety Performance Specifications and Methods of Test 2015.

E. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware 2016a.

F. ASTM C1036 - Standard Specification for Flat Glass 2016.

G. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass 2018.

H. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials 2020.

I. AWI (QCP) - Quality Certification Program Current Edition.

J. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards 2014, with Errata (2018).

K. AWMAC (GIS) - Guarantee and Inspection Services Program Current Edition.

L. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version

3.1 2017, with Errata (2019).

M. AWPA U1 - Use Category System: User Specification for Treated Wood 2018.

N. BHMA A156.9 - American National Standard for Cabinet Hardware 2015.

O. GSA CID A-A-1936 - Adhesive, Contact, Neoprene Rubber 1996a (Validated 2013).

P. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood 2016.

Q. NEMA LD 3 - High-Pressure Decorative Laminates 2005.

R. NHLA G-101 - Rules for the Measurement & Inspection of Hardwood & Cypress 2015.

S. PS 1 - Structural Plywood 2009 (Revised 2019).

T. PS 20 - American Softwood Lumber Standard 2020.

U. WDMA I.S. 4 - Industry Specification for Preservative Treatment for Millwork 2015a.

V. WI (CCP) - Certified Compliance Program (CCP) Current Edition.

W. WI (CSIP) - Certified Seismic Installation Program (CSIP) Current Edition.

X. WI (MCP) - Monitored Compliance Program (MCP) Current Edition.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Coordinate the work with plumbing rough-in, electrical rough-in, installation of associated and adjacent components, and related.

B. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner.

IHS # NS21MA002H7

06 20 00 - 2 Finish Carpentry – REVISED

ADDENDUM #1

1.05 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements for submittal procedures.

B. Product Data:

1. Provide manufacturer's product data, storage and handling instructions for factory-fabricated units.

2. Provide data on fire retardant treatment materials and application instructions.

3. Provide instructions for attachment hardware, finish hardware, and related.

C. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories.

1. Scale of Drawings: 1-1/2 inch to 1 foot, minimum.

2. Provide the information required by AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS).

3. Include certification program label.

D. Samples: Submit two samples of wood trim 6 inches long or as standard practice.

1.06 QUALITY ASSURANCE

A. Fabricators:

1. Perform work in accordance with Woodwork Institute Manual of Millwork, grades as indicated.

B. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience.

1. Accredited participant in the specified certification program prior to the commencement of fabrication and throughout the duration of the project.

C. Quality Certification:

1. Comply with AWI (QCP) woodwork association quality certification service/program in accordance with requirements for work specified in this section: www.awiqcp.org/#sle.

2. Provide labels or certificates indicating that the work complies with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS) requirements for grade or grades specified.

3. Provide designated labels on shop drawings as required by certification program.

4. Provide designated labels on installed products as required by certification program.

5. Submit certifications upon completion of installation that verifies this work is in compliance with specified requirements.

1.07 MOCK-UP

A. Locate where directed.

B. Mock-up may remain as part of the Work.

1.08 DELIVERY, STORAGE, AND HANDLING

A. Deliver factory-fabricated units to project site in original packages, containers or bundles bearing brand name and identification.

B. Store finish carpentry items under cover, elevated above grade, and in a dry, well-ventilated area not exposed to heat or sunlight.

C. Protect from moisture damage.

D. Handle materials and products to prevent damage to edges, ends, or surfaces.

PART 2 PRODUCTS

2.01 FINISH CARPENTRY ITEMS

A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise.

B. Interior Woodwork Items.

C. WD-1 Terramai

1. Species: Cedar

2. Millwork: Surfaced four sides (S4S) with square-edge tongue & groove profile.

3. Net Dimensions: 3/8” thick x 5" wide x 1’ to 8' random lengths (or longer if available)

4. Character: Mixed grain with sound, tight, and missing knots, and occasional surface seasoning checks

IHS # NS21MA002H7

06 20 00 - 3 Finish Carpentry – REVISED

ADDENDUM #1

5. Stain color Unfinished

6. Contact: Wendy Palamara – (541)-973-2081 or wpalamara@terramai.com

D. Wood Veneer

1. Species: American Cedar

2. Wood Cut: Quarter Cut

3. Fire Rating: Class A ASTM E-84

4. Shop Finished: Stain color to match WD-1.

2.02 WOOD-BASED COMPONENTS

A. Provide sustainably harvested wood, certified or labeled as specified in Section 01 60 00 - Product Requirements.

B. Wood fabricated from old growth is not permitted.

2.03 LUMBER MATERIALS

A. Hardwood Lumber: indicated species, plain sawn, maximum moisture content of 6 percent;

with vertical grain , of quality suitable for transparent finish.

2.04 FASTENINGS

A. Adhesive for Purposes Other Than Laminate Installation: Suitable for the purpose; not containing formaldehyde or other volatile organic compounds.

B. Adhesive for factory-fabricated units: Manufacturer's recommended adhesive for application.

C. Fasteners: Of size and type to suit application; standard finish in concealed locations and standard finish in exposed locations.

D. Concealed Joint Fasteners: Threaded steel, or hardwood biscuits.

2.05 ACCESSORIES

A. Lumber for Shimming, Blocking, and furring: Softwood lumber of indicated species.

B. Wood Filler: Solvent base, tinted to match surface finish color.

C. Fabricator’s standard peg board material. Fabricator’s standard MDF peg board material, with pre-drilled holes to accept both 1/8” and ¼” hooks. Minimum panel thickness ¼”.

Provide backing material as recommended for structural integrity.

2.06 HARDWARE

A. Hardware: Comply with BHMA A156.9.

B. Coat Hooks: Includes bumper, chrome plates to match door hardware, surface mounted. 2 pronged. Includes mounting hardware.

2.07 FABRICATION

A. All paneling, casework, benches, display cases, etc. shall be fabricated in accordance with Architectural Woodwork Standards 1st edition. Coordinate glass items with section 08 80 00.

B. Shop assemble work for delivery to site, permitting passage through building openings.

C. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting.

D. Door frames for all doors shall be fabricated to AWI Quality Standards Section 9, Custom Grade.

E. Paneling: All paneling on walls and on furniture items with edges exposed with a reveal shall have a 1/8 inch hardwood edging of the same species applied.

F. Veneered Wood Paneling: Provide "Z" type fastening clips for hanging panels in place.

2.08 SHOP FINISHING

A. Apply wood filler in exposed nail and screw indentations.

B. Apply wood conditioner product to reduce inconsistencies in stain application.

C. On items to receive transparent finishes, use wood filler that matches surrounding surfaces and is of type recommended for the applicable finish.

IHS # NS21MA002H7

06 20 00 - 4 Finish Carpentry – REVISED

ADDENDUM #1

D. Finish work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), Section 5 - Finishing for grade specified and as follows:

E. Back prime woodwork items to be shop finished, prior to installation.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify adequacy of backing and support framing.

B. Verify mechanical, electrical, and building items affecting work of this section are placed and ready to receive this work.

C. See Section 06 10 00 for installation of recessed wood blocking.

3.02 INSTALLATION

A. Install custom fabrications in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS) requirements for grade indicated.

B. Set and secure materials and components in place, plumb and level.

C. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim to conceal larger gaps.

D. All finished work shall be scribed and coped as required for an accurate fit and erected plumb, true, square and in accordance with the drawings. Correlate location of nailers, blocking grounds and similar supports to allow proper attachment or other work. All work shall be secured in place with screws or nails as required. Countersink and fill all nail and screw heads exposed to view.

E. This Contractor shall furnish and install all nails, spikes, screws, bolts and other similar items of rough hardware required in the progress of his work and shall install all items of finish hardware furnished by others.

F. Install moldings to the following standards:

1. Moldings to receive transparent finish shall be selected for compatibility of grain and color.

2. No warped or twisted molding shall be allowed.

3. All moldings to be set plumb, level and true.

4. Moldings and trim shall be installed in maximum lengths possible to minimize joints.

5. All field joints to be tightly fitted and flush.

6. Field joints in running trim to be diagonal ("scarfed") joints.

7. Exposed ends of running trim shall have profiled or self-mitered returns.

8. All exposed fastenings (nails or trim head screws) shall be deep set.

9. Miters on large members (4" or larger) shall be doweled or splined and glued.

10. Blind nailing and concealed type fasteners to be used whenever possible.

11. Cope or miter inside corners where applicable, to produce tight fitting joints.

12. Miter outside joints to produce tight fitting joints.

G. Install indicated items as shown on drawings, level and plumb.

H. Install hardware in accordance with manufacturer's instructions.

3.03 TOLERANCES

A. Maximum Variation from True Position: 1/16 inch.

B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch.

IHS # NS21MA002H7

06 41 00 - 1

Architectural Wood Casework –

REVISED

ADDENDUM #1

SECTION 06 41 00

ARCHITECTURAL WOOD CASEWORK - REVISED

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Specially fabricated cabinet units.

B. Countertops & window sills.

C. Cabinet Hardware.

D. Solid Surface Fabrications

1.02 RELATED REQUIREMENTS

A. Section 06 10 00 - Rough Carpentry: Support framing, grounds, and concealed blocking.

B. Section 06 20 00 - Finish Carpentry: Related work.

C. Section 08 80 00 - Glazing: Glass for casework.

1.03 REFERENCE STANDARDS

A. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version

3.1 2017, with Errata (2019).

B. BHMA A156.9 - American National Standard for Cabinet Hardware 2015.

C. GSA CID A-A-1936 - Adhesive, Contact, Neoprene Rubber 1996a (Validated 2013).

D. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood 2016.

E. NEMA LD 3 - High-Pressure Decorative Laminates 2005.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene a preinstallation meeting not less than one week before starting work of this section; require attendance by all affected installers.

1.05 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Indicate materials, component profiles and elevations, assembly methods, joint details, fastening methods, accessory listings, hardware location and schedule of finishes.

C. Product Data: Provide data for hardware accessories.

1.06 QUALITY ASSURANCE

A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience.

B. Perform work in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, Custom quality, unless other quality is indicated for specific items.

1.07 MOCK-UP

A. Provide mock-up of typical base cabinet, wall cabinet, and countertop, including hardware, finishes, and plumbing accessories.

B. Locate where directed.

C. Mock-up may remain as part of the Work.

1.08 DELIVERY, STORAGE, AND HANDLING

A. Protect units from moisture damage.

1.09 FIELD CONDITIONS

A. During and after installation of custom cabinets, maintain temperature and humidity conditions in building spaces at same levels planned for occupancy.

IHS # NS21MA002H7

06 41 00 - 2

Architectural Wood Casework –

REVISED

ADDENDUM #1

PART 2 PRODUCTS

2.01 CABINETS

A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise.

B. Plastic Laminate Faced Cabinets: Custom grade.

C. Wood Veneer Faced Cabinets with Flush Door/Drawer Panels & Stile and Rail Wood Cabinets:

1. Finish - Exposed Exterior Surfaces: Wood.

2. Finish - Exposed Interior Surfaces: Wood.

3. Finish - Concealed Surfaces: Wood.

4. Door and Drawer Front Edge Profiles:

a. Wood Veneer Faced Flush Cabinets: Square edge with 1/8” applied solid wood edge-banding.

b. Wood Stile and Rail Cabinets: Profiles as indicated in schedule.

5. Casework Construction Type: Type A - Frameless.

6. Adjustable Shelf Loading: 50 lbs. per sq. ft.

a. Deflection: L/144.

7. Cabinet Style: Flush overlay.

8. Cabinet Doors and Drawer Fronts:

a. Wood Veneer Faced Flush Cabinets: Flush Style.

b. Wood Stile and Rail Cabinets: Profiles as indicated in schedule.

9. Drawer Side Construction: Multiple-dovetailed.

10. Drawer Construction Technique: Dovetail joints.

2.02 WOOD-BASED COMPONENTS

A. Wood fabricated from old growth timber is not permitted.

B. Provide sustainably harvested wood, certified or labeled as specified in Section 01 60 00.

2.03 PANEL MATERIALS

A. Medium Density Fiberboard (MDF): ANSI A208.2; type as specified in AWI/AWMAC Architectural Woodwork Quality Standards Illustrated; composed of wood fibers pressure bonded with moisture resistant adhesive to suit application; sanded faces; thickness as required.

B. Particleboard: ANSI A208.1; type as specified in AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, composed of wood chips, medium density, made with moisture resistant; of grade to suit application; sanded faces.

2.04 LAMINATE MATERIALS

A. Manufacturers:

1. Arborite; ColorEdge: www.arborite.com/#sle.

2. Formica Corporation: www.formica.com/#sle.

3. Panolam Industries International, Inc; Nevamar Standard HPL: www.panolam.com/#sle.

4. Wilsonart LLC: www.wilsonart.com/#sle.

5. Substitutions: See Section 01 60 00 - Product Requirements.

B. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific applications.

C. Provide specific types as indicated.

1. Horizontal Surfaces: HGS, 0.048 inch nominal thickness, through color, colors as indicated, finish as indicated.

2. Vertical Surfaces: VGS, 0.028 inch nominal thickness, through color, colors as indicated, finish as indicated.

3. Flame Retardant Surfaces: HGF, 0.048 inch nominal thickness, through color, colors as indicated, finish as indicated.

IHS # NS21MA002H7

06 41 00 - 3

Architectural Wood Casework –

REVISED

ADDENDUM #1

4. Cabinet Liner: CLS, 0.020 inch nominal thickness, through color, colors as indicated, finish as indicated, undecorated; for application to concealed backside of panels faced with high pressure decorative laminate.

2.05 COUNTERTOPS

A. Quality Standards: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) OR

AWMAC/WI.

B. Window Stools shall be fabricated to the size and configuration shown on drawings.

C. Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL, conventionally fabricated with 3mm PVC edge-banding.

D. Solid Surfacing Countertops: Solid surfacing sheet or plastic resin casting over continuous substrate.

1. Flat Sheet Thickness 1/2” (12 mm).

2. Solid Surfacing Sheet & Plastic Resin Castings: Complying with ISFA 201 and NEMA

LD.

3. Acrylic or Polyester Resin, Mineral Filler, and Pigments: Homogenous, non-porous and capable of being worked and repaired using standard woodworking tools; no surface coating; color and pattern consistent throughout thickness.

a. Finish on Exposed Surfaces: Matte, gloss rating of 5 to 20.

4. Other Components Thickness: ½” minimum.

5. Edges, Backs and End Splashes: Same sheet material, square top, minimum 4 inches high.

6. Fabricator and installer must follow the DuPont Corian Solid Surface Commercial Food Service Technical Bulletin where applicable.

2.06 ACCESSORIES

A. Adhesive: Type recommended by fabricator to suit application.

1. GSA CID A-A-1936 contact adhesive.

B. 3mm PVC banding, machine applied with waterproof hot melt adhesive with external edges and outside corners of doors and drawer fronts, and countertops, machine profiled to 1/8" radius for safety.

C. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application;

galvanized or chrome-plated finish in concealed locations and stainless steel or chrome-plated finish in exposed locations.

D. Grommets: plastic material for cut-outs. Outwater Plastics #35-3 or equal, 3 inch diameter grommet.

E. Steel Angle Support for wide openings in countertops shall be 3/4 x 3/4 x 1/8 inch steel angles.

F. Counter Support Brackets: Metal angle support brackets with 3" x 3" x 45 degree notch at the wall for wall cleat and wire run clearance. Brackets shall be fabricated from 1/8 inch thick steel and shall be 24 x 29 inches, finished in a textured powder coat, color as selected by Architect from manufacturer's standard line of colors. Counter Support Brackets shall be as manufactured by Wizard Products; 800-286-5471.

G. Shelf Standards & Brackets:

1. Standards - shelving standards shall be fabricated from 12 gauge steel, 7/8" wide x 11/16" high with 2" increment adjusting furnished in lengths required as shown on the drawings. Shelving standards shall have an anochrome finish. Shelving standards shall be Knape & Vogt - 87 ANO Extra Heavy Duty Standards or equal.

2. Brackets - shelving brackets shall be fabricated from 12 gauge steel with an anochrome finish, depth as shown on the drawings. Shelving brackets shall be Knape & Vogt - 187LL ANO Extra Heavy Duty Brackets in lengths as shown on drawings or equal.

H. Fasteners: Size and type to suit application.

I. Concealed Joint Fasteners: Threaded steel.

IHS # NS21MA002H7

06 41 00 - 4

Architectural Wood Casework –

REVISED

ADDENDUM #1

2.07 HARDWARE

A. Shelf Brackets: 1/8" diameter steel pins that fit into predrilled holes in the cabinet sides. Pins to have a flattened exposed surface to support the shelf.

B. Cabinet Locks: Keyed cylinder, two keys per lock, master keyed, black finish locks at wood cabinets, chrome finish locks at plam cabinets.

C. Catches: Magnetic.

D. Drawer Slides:

1. Type: Full extension.

2. Static Load Capacity: Commercial grade.

3. Mounting: Side mounted.

4. Stops: Integral type.

5. Features: Provide self-closing/stay closed type.

E. Hinges: Concealed European style, steel with chrome finish, soft-close.

F. Fire Hanger Hardware: Fabricators standard hardware for front to back hanging files.

G. Floating Shelf Hardware: Knape and Vogt Floating Shelf Kit or similar.

H. Metal Coat Rod: Fabricators standard chrome metal rod with receiver ends.

I. Trash Drawer: HDL Rev-A-Shelf TWC Series Pullout Waste Bins or similar.

J. Door/Drawer Pulls: U shaped wire pull, steel with chrome finish, 4 inch centers.

2.08 FABRICATION

A. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings.

B. All casework shall conform to the standards of the Architectural Woodworking Institute - Section 10 Casework, Custom Grade, Flush Overlay Design. All body members and tops shall be thickness as shown on the drawings or as specified herein, medium density fiberboard or plywood covered on the exposed side with decorative plastic laminate and unexposed side with laminate backing sheet. Wood veneer shall be glued to the particle board under pressure.

C. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than one piece for any single length.

D. Door and Drawer Fronts: 3/4 inch thick; flush style.

E. Mechanically fasten back splash to countertops as recommended by laminate manufacturer at 16 inches on center.

F. Apply laminate backing sheet to reverse side of plastic laminate finished surfaces.

G. Provide cutouts for plumbing fixtures. Verify locations of cutouts from on-site dimensions. Prime paint cut edges.

H. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide matching trim for scribing and site cutting.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify adequacy of backing and support framing.

B. Verify location and sizes of utility rough-in associated with work of this section.

3.02 INSTALLATION

A. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level.

B. Use concealed joint fasteners to align and secure adjoining cabinet units.

C. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim for this purpose.

3.03 ADJUSTING

A. Adjust installed work.

IHS # NS21MA002H7

06 41 00 - 5

Architectural Wood Casework –

REVISED

ADDENDUM #1

B. Adjust moving or operating parts to function smoothly and correctly.

3.04 CLEANING

A. Clean casework, counters, shelves, hardware, fittings, and fixtures.

3.05 SCHEDULES

1. Plam Cabinets

a. Standard custom flush overlay spec

b. 3mm PVC edgebanding on door and drawer edges

c. Concealed hinges

d. Standard wire pulls

2. Plam Countertops

a. Standard spec with top-set backsplash and sidesplash

b. 3mm PVC edge banding on counter edges

3. PLAM-1 Formica Planked Urban Oak

4. PLAM-2 Wilson Art NeoWalnut 7991-38 Formica 5884-58 Chestnut Woodline

5. PLAM-3 Formica Paloma Polar 6698-46

6. PLAM-4 Formica Concrete Fromwood 6362 -58

7. PLAM-5 Wilsonart Grey Mesh (Lab Countertop)

8. Formica M4702 Non-Decor Magnetic Board

a. Contact:

9. SOLID SURFACING

a. Standard spec with top-set backsplash and side splash;

b. Polish underside of overhang to match top finish

10. SSM -1, Countertop

a. Product: Corian Limestone Prima

b. Edge Treatment: Square

UP

D

D

A2.5

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DULUTH I TWIN CITIES I VIRGINIA

www.dsgw.com

019259

Ryan L. Turner

NS22MA001H7

Author

Checker

12/03/2021

Mid-Atlantic

Tribal

Health

Center 2401 Roxbury Road

Roxbury, VA 23030

A1.2

Architectural

Site Plan

12/03/2021

3/64" = 1'-0"

Architectural Site Plan êÉîáëáçå=L áëëìÉ åçK Ç~íÉ

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01A

A5.1

A5.1

A5.2

A5.24

A5.1 2

A5.2

A5.1

STAIR

2023 OFFICE SERVICE

UNIT DIRECTOR

OFFICE OEHE/

SFC ENGINEER

OFFICE OEHE/

SFC TECH

OFFICE

BUSSINESS

MANAGER

OFFICE CLINIC

ADMIN

2012 TLT STAFF

WOMENS

HSKPG

EMPLOYEE

REFRESH

TLT

STAFF

MENS

OFFICE

ADMINISTRATIVE

OFFICER

MAIL ROOM/

UNIT SUPPLY &

FILING/

DUPLICATING

EQUIP &

SUPPLY

STORAGE IT

EQUIPMENT

OFFICE

COMPUTER

PROGRAMER

OFFICE IT

SUPERVISER

STAIR

ELEVATOR

PC

CONFIGURATION

AREA

2018IT CLOSET

OFFICE

RECEPTION

ENTRY WAITING

2 9

ML

A

B2

B1

B4

A1

A2

1 10

B14

B12

A8

A9

B10

B

CL

A4

A5

B9B8B5 B6 B7 B11

B3

C

B13

A7

A6

A3

C1

C2

C6

C5C3 C4

10A

10A

7A

5A

5A

5A

5A

5A

5A

5A

5A

5A

10A

10A

8A

10A

5A

7A

5A

7A

5A

5A

5A

5A

7A

7A

5A

5A

5A

CORRIDOR

13'-0 7/8"

14'-6 7/8"

/2

/8

C

LE

A R

18'-10 5/8" 17'-3 3/8"

7'-4 5/8"

/4

/4

EQ EQ

20142013

2024A 2024B

2024C

CORRIDOR

CORRIDOR

A6.1

A6.1

A6.1

A6.1

A6.1

A6.1

A8.1

A8.1

A7.124

SHARED OFFICE

(3)

CONF ROOM

A7.3

A7.222

/8

A7.3

13'-4"

4'-0"

4'-8"

4'-0"

4'-8"

4'-0"

13'-4

4'-0

4'-8

4'-0

4'-8

4'-0

/2

/2

3'-4" 33'-3 3/8" 3'-4" 16'-0 1/2"

24'-0"

AL-IW3 AL-IW2

A1

A1

A1

A1 A1

A L-

W

A L-

W

A L-

W

A L-

W

A L-

W

A L-

W

A L-

W

A L-

W

AL-W1

AL-W1

AL-W1 AL-W1

AL-W1

AL-W1

A L-

W

A L-

W

A L-

W

A L-

W

A L-

W

A7.2 17

A7.2 17

PAINTED METAL GUARDRAIL

ROOF PATIO PAVERS

ON PEDESTALS

R

/2

90°

A2.2

GLASS RAILING

BY SUPPLIER

CONTINUOUS RAIL

BY SUPPLIER

5/8" GYP BD

8" PRECAST PLANK

W/TOPPING

W BEAM; SEE

STRUCTURAL

STUD WALL

(SEE PLAN FOR

TYPE)

01A D

D

WOOD BLOCKING

3'-0"

STUD WALL

(SEE PLAN FOR

TYPE)

LIGHT FIXTURE; SEE

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DULUTH I TWIN CITIES I VIRGINIA

www.dsgw.com

019259

Ryan L. Turner

NS22MA001H7

Author

Checker

12/03/2021

Mid-Atlantic Tribal Health Center 2401 Roxbury Road Roxbury, VA 23030

A2.2

Second Floor Plan

12/03/2021

1/8" = 1'-0"

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AC

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AC

D

D

S

ES

S

CR

AC

GFI

GFI

S

ES

S

CR

S

CR

S

ES

UP

206 SF

FAMILY CONF.

49 SF

TLT

49 SF

TLT

41 SF

HSKPG

49 SF

STAFF TOILET

115 SF

EXAM ASSESS.

& SCREENING

115 SF

OFFICE,

REGISTERED

DIETITIAN

66 SF

HSKPG

64 SF

PUBLIC TOILET

MALE

49 SF

PUBLIC TOILET

FEMALE

2264 SF

LOBBY

124 SF

EXAM

354 SF

IMAGING

261 SF

PROCEDURE

253 SF

CARETEAM AREA

(8)

116 SF

RN SUPERVISOR

162 SF

PHYSICIAN

SUPERVISOR

119 SF

OFFICE,

PHARMACIST

67 SF

OFFICE, OPEN,

RECEP

55 SF

PANOREX

41 SF

HSKPG

81 SF

TELEHEALTH

47 SF

UNIT SUPPLY

101 SF

EQUIPMENT

AND SUPPLY

140 SF

PROCEDURE,

DENTAL

140 SF

PROCEDURE,

DENTAL

140 SF

PROCEDURE,

DENTAL

141 SF

PROCEDURE,

DENTAL

71 SF

MED GAS

201 SF

CONF.

EDUCATION

164 SF

EXAM,

BEHAVIORAL

HEALTH

44 SF

VEST

120 SF

WORKROOM,

STERILE

87 SF

UNIT SUPPLY

134 SF

LAB, DENTAL

164 SF

EXAM,

BEHAVIORAL

HEALTH

163 SF

EXAM,

BEHAVIORAL

HEALTH

163 SF

EXAM,

BEHAVIORAL

HEALTH

163 SF

EXAM,

BEHAVIORAL

HEALTH

252 SF

CARE TEAM

AREA (5)

119 SF

COUNSELING/

CONF

116 SF

EQUIP.

STORAGE

13 SF

CLOSET

1065A

119 SF

OFFICE

DIABETES

NURSE

EDUCATOR

40 SF

IT CLOSET

62 SF

DUPLI. EQUIP. &

SUPPLY

41 SF

UNIT SUPPLY &

FILING

77 SF

OFFICE HEALTH

BENEFITS

COORD.

77 SF

OFFICE, OPEN,

PRC STAFF

76 SF

OFFICE, OPEN,

PRC STAFF

76 SF

OFFICE, OPEN,

PRC STAFF

81 SF

ELEVATOR

193 SF

STAIR

99 SF

OFFICE, MED.

REC. ADMIN.

156 SF

EMPLOYEE

LOUNGE

257 SF

MAIL ROOM

138 SF

RECORD

STORAGE

97 SF

MOTHERS

ROOM

66 SF

HSKPG

133 SF

OFFICE, OPEN,

MED. RECORDS

TECH

211 SF

EMPLOYEE

LOCKER

51 SF

TLT STAFF MENS

53 SF

TLT STAFF

WOMENS

99 SF

RECEIVING

101 SF

OFFICE, CARE

MANAGEMENT

SUPERVISOR

67 SF

OFFICE, OPEN,

DRIVERS

67 SF

OFFICE, OPEN,

DRIVERS

66 SF

OFFICE, OPEN,

DRIVERS

199 SF

STAIR

82 SF

VESTIBLE

158 SF

STORAGE,

EQUIP.

454 SF

MECHANICAL

204 SF

SHOP-FM/ CE

68 SF

OPEN OFFICE

MAINTENANCE

STAFF

68 SF

OFFICE, OPEN,

JANITOR

35 SF

ALCOVE

163 SF

DEMONSTRATION

KITCHEN

818 SF

CLASSROOM

109 SF

STORAGE

PHARMACY

96 SF

OFFICE,

PHARMACIST

49 SF

STAFF TOILET

19 SF

OFFICE, OPEN,

PHARMACIST

TECH

108 SF

OFFICE, RN CARE

MANAGER

271 SF

CONF.

EDUCATION

114 SF

EQUIP.

STORAGE

79 SF

CLEAN UTILITY

73 SF

SOILED UTILITY

123 SF

EXAM EKG

123 SF

EXAM

ISOLATION

124 SF

EXAM

REFRACTION

48 SF

HSKPG

61 SF

TLT STAFF

WOMENS

63 SF

TLT STAFF MENS

108 SF

PHARM,

DISPENSE

156 SF

LAB WAIVE

TESTING

45 SF

TOILET PATIENT

90 SF

TELEMED

62 SF

COMM. HEALTH

REP.

61 SF

RN PUBLIC

HEALTH

208 SF

VESTIBLE

LV

T-

C

LV

T-

B

W S-2

W S-2

3'-0"3'-0"

LVT-2C FIELD,

TYPICAL RANDOM

PLANK INSTALL

LVT-2B CPT-1

CG

CG

CG CG

CG

LVT-2BCPT-1B

LVT-2A

CPT-1A

2'-0"

LVT-2A

CPT-1B

3 4 5 6 7 8

A3

A4

A5

A6B1

B2

B3

B4

B5

B6

A2

A1

ML

225°

IT CLOSET

CORRIDOR

FLOOR PATTERN DIRECTION

CT-4 CPT-1A

CT-1

CPT-1A

CT-4 CT-1

PNT-2 PNT-2

CT-

CPT-

1A

CT-4 CPT-1A CT-4CPT-1A

7'-3"

ALIGN FINISH TRANSITION

WITH CENTER OF WALL

PN

T-9

/C R -1

P N T-9

PNT-1/CR-1

ALIGN FINISH

TRANSITION WITH

CORNER

ALIGN FINISH

TRANSITION WITH

CORNER

R 13'-2

ALIGN FINISH

TRANSITION

WITH CORNER

R U

B B

E R

LV

T-

C

R U

B B

E R

LV

T-

C

R U

B B

E R

LV

T-

C

PNT-3

P N

T -3

P N

T -3

ALIGN FINISH

TRANSITION WITH

CORNER

ALIGN FINISH

TRANSITION WITH

CORNER

F R

P

4'-0"

P N

T -2

P N

T -8

P N

T -3

PNT-3

P N

T -8

LVT-2CLVT-2B

LVT-2C LVT-2B

STORE,

PHARMACY

CONTROL

PHARMACY

1057 CORRIDOR

HALL

CORRIDOR

RECEPTION

PHARM,

DISPENSE

P N T-3

P N

T -4

P N T-4

P N T-3P

N T-3

P N T-3

P N T-9

ALI

GN F

IN

IS

H

TR

ANSIT

IO

N W

IT

H

CO

RNER

P N T-9

P N T-9

ALI

GN F

IN

IS

H

TR

ANSIT

IO

N W

IT

H

CO

RNER

LVT-2A

LVT-1B

LVT-2A

LVT-1B

CORRIDOR

CORRIDOR

CORRIDOR

PN

T-4

PN

T-4

PN

T-4

PN

T-4

BLOOD DRAW

PN

T-4

ALI

GN F

IN

IS

H

TR

ANSIT

IO

N W

IT

H

CO

RNER

PN

T-4

PN

T-4

P N T-4

PN

T-3

RUBBER LVT-2C

RUBBERLVT-2C

RUBBERLVT-2C

RUBBER LVT-2C

PN

T-8

PN

T-9

/C R -1

CORRIDOR

OFFICE

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

HALLWAY

STAFF REFRESH

STAFF REFRESH

IT CLOSET

OFFICE, DENTAL

SUPERVISOR

FIRE PUMP

ROOM

3'-9"

LV

T-

2A

LV

T- 1B

45°

LV

T-

2A

LV

T-

1B

1'-6"

LVT-2A

LVT-1B

PN

T-4

P N T-

P N T-9 P

N T-8P

N T-9

P N T-

P N T-

PN

T-4

PN

T-4

P N T-4

4'-6

P N T-3

P N T-9

P N T-

P N T-

P N T-

P N T-

P N T-4

P N T-9

P N T-

P N T-

45°

W S-2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-1

W S-1

W S-2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-1

W S-1

W S-1

W S

-2 W

S -2

W S

-2 W

S -2

W S

-2 W

S -2

W S

-2 W

S -2

W S

-2 W

S -2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-2

W S-1

W S-1

W S-1

W S-2

W S-2

W S-2

CG CG

CG

CG

CG CGCGCGCGCG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

A2A2

1'-6"

1'-6"

EQ

EQ

45°

LVT-1B

LVT-1A

LVT-1B

LVT-1A

199 SF

STAIR

189 SF

OFFICE SERVICE

UNIT DIRECTOR

161 SF

OFFICE OEHE/

SFC ENGINEER

131 SF

OFFICE OEHE/

SFC TECH

130 SF

OFFICE

BUSSINESS

MANAGER

124 SF

OFFICE CLINIC

ADMIN

60 SF

TLT STAFF

WOMENS

50 SF

HSKPG

57 SF

EMPLOYEE

REFRESH

65 SF

TLT STAFF MENS

124 SF

OFFICE

ADMINISTRATIVE

OFFICER

294 SF

MAIL ROOM/

UNIT SUPPLY &

FILING/

DUPLICATING

EQUIP & SUPPLY

102 SF

STORAGE IT

EQUIPMENT

131 SF

OFFICE

COMPUTER

PROGRAMER

131 SF

OFFICE IT

SUPERVISER

194 SF

STAIR

81 SF

ELEVATOR

98 SF

PC

CONFIGURATION

AREA

31 SF

IT CLOSET

259 SF

CORRIDOR

259 SF

CORRIDOR

259 SF

CORRIDOR

410 SF

CORRIDOR

321 SF

CORRIDOR

ML

SHARED OFFICE

(3)

CONF ROOM

ENTRY WAITING

C P

T-

A C

T-

C T-

C

P T-

B

C T-

C

P T-

B

CT-1

CPT-1A

LVT-2C CPT-1B

R U

B B

E R

LV

T-

C

R U

B B

E R

LV

T-

C

R U

B B

E R

LV

T-

C

RUBBER LVT-2C

RUBBERLVT-2C

RUBBERLVT-2C

RUBBER LVT-2C

PNT-3

PNT-3

PNT-3

PNT-3

PNT-3

PNT-3

PNT-3

PNT-3

PNT-3

PNT-8

P N

T -2

P N

T -2

W S

-2 W

S -2

W S

-2 W

S -2

W S

-2

W S

-2 W

S -2

W S

-2 W

S -2

W S

-1 W

S -1

W S

-1

10 3/32"

R

" R

10'-3

01A D

D

Çê~ïå=ÄóW

ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW

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DULUTH I TWIN CITIES I VIRGINIA

www.dsgw.com

019259

Ryan L. Turner

NS22MA001H7

Author

Checker

12/03/2021

Mid-Atlantic Tribal Health Center 2401 Roxbury Road Roxbury, VA 23030

A2.3

First & Second Floor - Finish Plan

12/03/2021

1/8" = 1'-0"

Finish Floor Plan Overall

3/8" = 1'-0"

Corridor Floor Pattern

1/8" = 1'-0"

Level 2 Finish Floor Plan êÉîáëáçå=L áëëìÉ åçK Ç~íÉ

^aa MN RLOMLOO

A2.5

A2.5

6 A2.5

A2.5

A2.5

59'-8"

8'-0"

29'-4

16'-4

8'-0

53'-8

7'-4"

12'-0"

4'-8"

12'-0"

4'-4"

12'-0"

7'-4"

3'-0" DOOR:

HM-D1

HM-F1

HARDWARE:

• HINGES

• STOREROOM LOCKSET

• CLOSER

• RAIN DRIP

• WEATHERSTRIP

• DOOR SWEEP W/ DRIP

• THREASHOLD

3'-0" DOOR:

HM-D1

HM-F1

HARDWARE:

• HINGES

• STOREROOM LOCKSET

• CLOSER

• RAIN DRIP

• WEATHERSTRIP

• DOOR SWEEP W/ DRIP

• THREASHOLD

PAIR OF 3'-0" DOORS:

HM-D1

HM-F1

HARDWARE:

• HINGES

• LEVER LATCHSET

• MANUAL FLUSH BOLT

• OH STOP AND HOLDER

• SURFACE CLOSER

• ARMOR PLATE

SCUPPER,

DOWNSPOUT

AND GUTTER

SCUPPER,

DOWNSPOUT

AND GUTTER

SCUPPER,

DOWNSPOUT

AND GUTTER

SLOPED STRUCTURE

A2.5

8'-0" 7'-5 1/2" 12'-0" 4'-4" 12'-0" 4'-8" 12'-0" 7'-5 1/2"

METAL PARAPET

FLASHING

THIN BRICK

AUTOMATIC OVERHEAD

SECTIONAL DOORSMETAL PARAPET

FLASHING

A2.5

METAL PARAPET

FLASHING

THIN BRICK

METAL SCUPPER,

DOWNSPOUT AND

CONC. SPLASH

BLOCK

THIN BRICK

METAL PARAPET

FLASHING

A2.5

METAL PARAPET

FLASHING

THIN BRICK

METAL SCUPPER,

DOWNSPOUT AND

CONC. SPLASH BLOCK

WALL CONSTRUCTION

- THIN BRICK MASONRY

- BOND COAT

- SCRATCH COAT W/ LATH

- DRAINAGE MAT

- AIR BARRIER

- WALL SHEATHING

- 2x8 STUDS AT 16" O.C.

- BATT INS.

- VAPOR BARRIER

- 5/8" GYP BD

FLOOR CONSTRUCTION

- REINFORCED CONC. SLAB

- VAPOR BARRIER

- COMPACTED GRANULAR FILL

ROOF CONSTRUCTION

- ROOF MEMBRANE

- POLYISO BOARD INS.

- VAPOR BARRIER

- PLYWOOD SHEATHING

- WOOD TRUSSES

Çê~ïå=ÄóW

ÅÜÉÅâÉÇ=ÄóW éêáåíÉÇ= å~ãÉW êÉÖK=@W ëáÖå=Ç~íÉW

Ç~íÉW éêçàÉÅí=@W ëÜÉÉí=íáíäÉW ëÜÉÉí= åìãÄÉêW

DULUTH I TWIN CITIES I VIRGINIA

www.dsgw.com

019259

Ryan L. Turner

NS22MA001H7

Author

Checker

12/03/2021

Mid-Atlantic

Tribal

Health

Center 2401 Roxbury Road

Roxbury, VA 23030

A2.5

Outbuilding

Plans and

Sections

12/03/2021

1/8" = 1'-0"

Floor Plan - Outbuilding 1/8" = 1'-0"

Roof Plan - Outbuilding êÉîáëáçå=L áëëìÉ åçK Ç~íÉ

^aa MN RLOMLOO

1/8" = 1'-0"

ELEV OUTBUILDING - SOUTHWEST

1/8" = 1'-0"

ELEV OUTBUILDING - SOUTHEAST

1/8" = 1'-0"

ELEV OUTBUILDING - NORTHEAST

1/8" = 1'-0"

ELEV OUTBUILDINAT - NORTHWEST

1/8" = 1'-0"

OUTBUILDING

12'-0" WIDE X 14'-0" HIGH INSULATD

SECTIONAL OVERHEAD DOOR AND

AUTOMATIC OPENER

01A

FAMILY CONF.

TLT

TLT

HSKPG

STAFF

TOILET

EXAM ASSESS.

& SCREENING

OFFICE,

REGISTERED

DIETITIAN

HSKPG

PUBLIC TOILET

MALE

PUBLIC TOILET

FEMALE

LOBBY

EXAM

IMAGING

PROCEDURE

CARETEAM

AREA (8)

RN SUPERVISOR

PHYSICIAN

SUPERVISOR

OFFICE,

PHARMACIST

OFFICE, OPEN,

RECEP

PANOREX

1123 HSKPG

TELEHEALTH

UNIT SUPPLY

EQUIPMENT

AND SUPPLY

PROCEDURE,

DENTAL

PROCEDURE,

DENTAL

PROCEDURE,

DENTAL

PROCEDURE,

DENTAL

MED GAS

CONF.

EDUCATION

EXAM,

BEHAVIORAL

HEALTH

VEST

WORKROOM,

STERILE

UNIT SUPPLY

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