B01 Attachment J04 Constructon Drawings - Addendum 1.pdf
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- Solicitation number
- 75H701-22-R-00051
About this file
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
^aa MN RLOMLOO
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
ELECTRICAL
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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"
Level 2 Floor Plan open to below êÉîáëáçå=L áëëìÉ åçK Ç~íÉ
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3/4" = 1'-0"
Railing Detail
01A
UP
AC
GFI
AC
GFI
(2)
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
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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
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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
A2.5
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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