B01 Attachment J11 - Specification Revisions.pdf

07-07-2021 EDI-Dolejs, Inc. # 21-031

21-031 - Monacan Health Clinic ADDENDUM ONE- 1

IHS # NS21MA002H7

MECHANICAL/ELECTRICAL ADDENDUM ONE

DIVISION 21 – FIRE PROTECTION

CHANGES TO THE PROJECT MANUAL:

None.

CHANGES TO THE MECHANICAL DRAWINGS:

Drawing M2.1 – First Floor Plan – Fire Protection (Re-issued):

1. Revise North Arrow. Replace Drawing M2.1 with revised Drawing M2.1 issued as part of this Addendum.

APPROVED MANUFACTURER SUBSTITUTIONS: Naming below does not guarantee approval, substitutions must meet requirements of the specifications and plans.

Section: Item: Manufacturer:__________________ X X X

DIVISION 22 – PLUMBING

Section 22 07 00 – PLUMBING INSULATION

1. Add Paragraphs 3.10 and 3.11 as follows:

3.10 EQUIPMENT, TANK, AND VESSEL INSULATION INSTALLATION

A. Mineral Fiber, Pipe and Tank Insulation Installation for Tanks and Vessels: Secure insulation with adhesive and anchor pins and speed washers.

1. Apply adhesives according to manufacturer's recommended coverage rates per unit area, for 100 percent coverage of tank and vessel surfaces.

2. Groove and score insulation materials to fit as closely as possible to equipment, including contours. Bevel insulation edges for cylindrical surfaces for tight joints.

Stagger end joints.

3. Protect exposed corners with secured corner angles.

4. Install adhesively attached or self-sticking insulation hangers and speed washers on sides of tanks and vessels as follows:

a. Do not weld anchor pins to ASME-labeled pressure vessels.

b. Select insulation hangers and adhesive that are compatible with service temperature and with substrate.

c. On tanks and vessels, maximum anchor-pin spacing is 3 inches from insulation end joints, and 16 inches o.c. in both directions.

d. Do not overcompress insulation during installation.

e. Cut and miter insulation segments to fit curved sides and domed heads of tanks and vessels.

f. Impale insulation over anchor pins and attach speed washers.

g. Cut excess portion of pins extending beyond speed washers or bend parallel with insulation surface. Cover exposed pins and washers with tape matching insulation facing.

21-031 - Monacan Health Clinic ADDENDUM ONE- 2

IHS # NS21MA002H7

5. Secure each layer of insulation with stainless-steel or aluminum bands. Select band material compatible with insulation materials.

6. Where insulation hangers on equipment and vessels are not permitted or practical and where insulation support rings are not provided, install a girdle network for securing insulation. Stretch prestressed aircraft cable around the diameter of vessel and make taut with clamps, turnbuckles, or breather springs. Place one circumferential girdle around equipment approximately 6 inches from each end.

Install wire or cable between two circumferential girdles 12 inches o.c. Install a wire ring around each end and around outer periphery of center openings, and stretch prestressed aircraft cable radially from the wire ring to nearest circumferential girdle.

Install additional circumferential girdles along the body of equipment or tank at a minimum spacing of 48 inches o.c. Use this network for securing insulation with tie wire or bands.

7. Stagger joints between insulation layers at least 3 inches.

8. Install insulation in removable segments on equipment access doors, manholes, handholes, and other elements that require frequent removal for service and inspection.

9. Bevel and seal insulation ends around manholes, handholes, ASME stamps, and nameplates.

10. For equipment with surface temperatures below ambient, apply mastic to open ends, joints, seams, breaks, and punctures in insulation.

B. Flexible Elastomeric Thermal Insulation Installation for Tanks and Vessels: Install insulation over entire surface of tanks and vessels.

1. Apply 100 percent coverage of adhesive to surface with manufacturer's recommended adhesive.

2. Seal longitudinal seams and end joints.

C. Insulation Installation on Pumps:

1. For below ambient services, install a vapor barrier at seams, joints, and penetrations. Seal corners and body to form a vapor barrier.

3.11 EQUIPMENT INSULATION SCHEDULE

A. Insulation materials and thicknesses are identified below. If more than one material is listed for a type of equipment, selection from materials listed is Contractor's option.

B. Insulate indoor and outdoor equipment in paragraphs below that is not factory insulated.

C. Hydro-pneumatic pressure tank insulation shall be the following:

1. Flexible Elastomeric: 1 inch thick.

Section 22 40 00 – PLUMBING FIXTURES

1. SK-1: Paragraph 2.8 A. 2 g.: Change scald protection to be TMV-2, in lieu of TMV-1.

2. SK-3: Paragraph 2.8 C. 2 g.: Change scald protection to be TMV-2, in lieu of TMV-1.

3. SK-5: Paragraph 2.8 E. 1 a.: Change scald protection to be TMV-2, in lieu of TMV-1.

4. Add Paragraph 2.8 F. and paragraph 2.8 G. as follows:

21-031 - Monacan Health Clinic ADDENDUM ONE- 3

IHS # NS21MA002H7

F. SK-6: Counter-mounting, single bowl, stainless-steel fixture.

1. Basis-of-Design Product: Subject to compliance with requirements, provide Elkay Model LR1919 or an approved equal by one of the following:

a. Eljer.

b. Kohler Co.

c. American Standard Companies, Inc.

d. Just Manufacturing Company.

e. Moen, Inc.

f. Franke

2. Description: Deep single-bowl, counter-mounting, self-rimming, stainless-steel sink.

a. Overall Dimensions: 19-1/2” x 19”. Depth 7-1/2”.

b. Inside Bowl Dimensions: 16” x 13-1/2”. Depth 7-1/2”.

c. Metal Thickness: 18 gauge stainless steel.

d. Bowl:

1) Drain: 3-1/2-inch.

a) Location: Centered in bowl.

e. Faucet Hole Punching: Compatible with faucet.

f. Faucet: Refer to fixture type EEW-3 per specification Section 22 4500 for requirements.

g. Supplies: NPS 1/2 chrome-plated copper with loose key stops.

h. Drain Piping: NPS 1-1/2 chrome-plated, cast-brass P-trap; 0.045-inch-thick tubular brass waste to wall; and wall escutcheon(s).

i. Protective Shielding Guard(s): No.

G. SK-7: Counter-mounting, double bowl, stainless-steel fixture.

1. Basis-of-Design Product: Subject to compliance with requirements, provide Elkay Model LR3321 or an approved equal by one of the following:

a. Eljer.

b. Kohler Co.

c. American Standard Companies, Inc.

d. Just Manufacturing Company.

e. Moen, Inc.

f. Franke

2. Description: Deep double-bowl, counter-mounting, self-rimming, stainless-steel sink.

a. Overall Dimensions: 33” x 21-1/4”. Depth 8”.

b. Metal Thickness: 18 gauge stainless steel.

c. Bowl:

1) Drain: 3-1/2-inch.

a) Location: Off-centered in bowl.

d. Faucet Hole Punching: Compatible with faucet.

21-031 - Monacan Health Clinic ADDENDUM ONE- 4

IHS # NS21MA002H7

e. Faucet: Chicago Faucet Model 1100-GN8AE3-317AB, deck mounted faucet with 8-1/4-inch rigid/swing gooseneck spout and 4-inch hot and cold water metal vandal proof wristblade handles, vandal proof 2.2 gpm aerator, polished chrome plated brass construction.

f. Supplies: NPS 1/2 chrome-plated copper with loose key stops.

g. Drain Piping: NPS 1-1/2 chrome-plated, cast-brass P-trap; 0.045-inch-thick tubular brass waste to wall; and wall escutcheon(s).

h. Protective Shielding Guard(s): No.

Section 22 45 00 – EMERGENCY PLUMBING FIXTURES

1. Add Paragraph 2.1 C. as follows:

C. EEW-3: Sink, Fixed-Position, Plumbed, Combination Eye Wash Unit with Gooseneck Faucet in association with SK-6 per specification section 224000:

1. Basis-of-Design Product: Subject to compliance with requirements, provide Speakman Company, model SEF-1800-CA-8 or comparable product by one of the following:

a. Acorn Safety; a division of Acorn Engineering Company.

b. Bradley Corporation.

c. Guardian Equipment Co.

d. Haws Corporation.

2. Eyewash

a. Capacity: Not less than 0.4 gpm for at least 15 minutes.

b. Supply Piping: NPS 1/2 chrome-plated brass or stainless steel with flow regulator and stay-open control valve.

c. Control-Valve Actuator: Pull-handle.

d. Spray-Head Assembly: Two aerated, yellow ABS plastic spray heads with flip top dust caps positioned over sink.

e. Mounting: Deck mounted.

3. Faucet

a. Supply Piping: NPS ½ for hot and cold water inlets.

b. Widespread Valves: ¼ turn ceramic cartridges covered by a 25-Pull-handle activator.

c. Center Distance: Adjustable center of 6” to 12”.

d. Activator: Vandal resistant 4” wrist blade handles with color-coded indexes.

e. Compliance: ASME A112.18.1.

f. Performance: 2.2 gpm.

2. Add Paragraph 2.3 F. as follows:

F. EEW-3, provide ETMV-1.

Drawing M3.0 – Underfloor Plan - Plumbing (Re-issued):

2. Replace Drawing M3.0 with revised Drawing M3.0 issued as part of this Addendum.

21-031 - Monacan Health Clinic ADDENDUM ONE- 5

Drawing M3.1 – First Floor Plan – Plumbing (Re-issued):

1. Replace Drawing M3.1 with revised Drawing M3.1 issued as part of this Addendum.

Drawing M3.2 – Plumbing Riser Diagram – Waste and Vent (Issued):

1. Add Drawing M3.2 issued as part of this Addendum.

Drawing M3.3 – Plumbing Riser Diagram – Waste and Vent (Issued):

1. Add Drawing M3.3 issued as part of this Addendum.

Drawing M3.4 – Plumbing Riser Diagram – Domestic Water (Issued):

1. Add Drawing M3.4 issued as part of this Addendum.

Drawing M3.5 – Plumbing Riser Diagram – Domestic Water (Issued):

1. Add Drawing M3.5 issued as part of this Addendum.

APPROVED MANUFACTURER SUBSTITUTIONS: Naming below does not guarantee approval, substitutions must meet requirements of the specifications and plans.

DIVISION 23 – HEATING, VENTILATION, AND AIR CONDITIONING

None.

Drawing M1.1 – Site Plan - Mechanical (Re-issued):

1. Revise North Arrow. Replace Drawing M1.1 with revised Drawing M1.1 issued as part of

Drawing M4.1 – First Floor Plan - Piping (Re-issued):

2. Replace Drawing M4.1 with revised Drawing M4.1 issued as part of this Addendum.

Drawing M5.1 – First Floor Plan - HVAC (Re-issued):

1. Replace Drawing M5.1 with revised Drawing M5.1 issued as part of this Addendum.

Drawing M6.1 – Roof Plan - Mechanical (Re-issued):

2. Replace Drawing M6.1 with revised Drawing M6.1 issued as part of this Addendum.

21-031 - Monacan Health Clinic ADDENDUM ONE- 6

IHS # NS21MA002H7

DIVISION 26, 27, 28 – ELECTRICAL, COMMUNICATIONS, AND SECURITY

Section 26 22 00 – LOW-VOLTGE TRANSFORMERS

1. Add this specification section to the requirements of the construction documents.

Section 26 71 11 – DIGITAL, ADDRESSABLE, FIRE-ALARM SYSTEM

1. Replace this specification section in its entirety with the specification issued as part of this Addendum.

CHANGES TO THE ELECTRICAL DRAWINGS:

Drawing E1.1 – Site Plan – Electrical

1. Replace Drawing E1.1 with revised Drawing E1.1 issued as part of this Addendum.

Drawing E2.1 – Floor Plan – Lighting

2. Replace Drawing E2.1 with revised Drawing E2.1 issued as part of this Addendum.

Drawing E3.1 – Floor Plan – Power

3. Replace Drawing E3.1 with revised Drawing E3.1 issued as part of this Addendum.

Drawing E3.2 – Roof Plan – Power

1. Revise North Arrow. Replace Drawing E3.2 with revised Drawing E3.2 issued as part of

Drawing E4.1 – Floor Plan – Systems

1. Replace Drawing E4.1 with revised Drawing E4.1 issued as part of this Addendum.

Drawing E5.1 – Power Riser Diagram

1. Replace Drawing E5.1 with revised Drawing E5.1 issued as part of this Addendum.

Drawing E5.2 – Enlarge Floor Plans – Electrical

1. Replace Drawing E5.2 with revised Drawing E5.2 issued as part of this Addendum.

Drawing E6.1 – Schedules – Electrical

1. Replace Drawing E6.1 with revised Drawing E6.1 issued as part of this Addendum.

Drawing E6.2 – Schedules – Electrical

1. Replace Drawing E6.2 with revised Drawing E6.2 issued as part of this Addendum.

21-031 - Monacan Health Clinic ADDENDUM ONE- 7

Section: Item: Manufacturer:__________________ 26 0924 Local Low Voltage Lighting Control Hubbell Control Solutions

26 0926 Relay Based Lighting Controls Hubbell, Douglas, Wattstopper, Acuity

26 5100 LED Interior Lighting A- Columbia, Cooper, Hubbell AE – Columbia, Cooper, Hubbell AH- Columbia, Cooper, Hubbell AHE – Columbia, Cooper, Hubbell B – Columbia, Cooper, Hubbell C – Columbia, Cooper, Hubbell CE – Columbia, Cooper, Hubbell D1 – Prescolite, Portfolio D1E – Prescolite, Portfolio D2 – Cooper, Hubbell E1 – Dual-lite, Light Alarms H – Columbia, Cooper, Hubbell HE – Columbia, Cooper, Hubbell J – Litecontrol, Focal Point JE – Litecontrol, Focal Point P1 – Cerno Group P2 – Alconlighting P12 – Cooper, Hubbell RE – Newstar, Fail Safe U2 – Columbia, Cooper, Hubbell U4 – Columbia, Cooper, Hubbell

26 5619 LED Exterior Lighting AA – Beacon, Cooper BB – Beacon, Cooper CC – Beacon, Cooper FF – Hubbell, Cooper

GG – Cooper, Hubbell HH – Hubbell, Cooper HHE – Hubbell, Cooper

28 2313 Video Surveillance ExacqVision, Digital Watchdog, Vicon

END OF MECHANICAL/ELECTRICAL ADDENDUM ONE

07-21-2021 EDI-Dolejs, Inc. # 21-031

21-031 - Monacan Health Clinic ADDENDUM TWO- 1

IHS # NS21MA002H7

MECHANICAL/ELECTRICAL ADDENDUM TWO

DIVISION 21 – FIRE PROTECTION

CHANGES TO THE PROJECT MANUAL:

None.

CHANGES TO THE MECHANICAL DRAWINGS:

None.

APPROVED MANUFACTURER SUBSTITUTIONS: Naming below does not guarantee approval, substitutions must meet requirements of the specifications and plans.

Section: Item: Manufacturer:__________________ X X X

DIVISION 22 – PLUMBING

CHANGES TO THE PROJECT MANUAL:

None.

CHANGES TO THE MECHANICAL DRAWINGS:

Drawing M3.0 – Underfloor Plan - Plumbing (Re-issued):

1. Replace Drawing M3.0 with revised Drawing M3.0 issued as part of this Addendum.

Drawing M3.1 – First Floor Plan – Plumbing (Re-issued):

1. Replace Drawing M3.1 with revised Drawing M3.1 issued as part of this Addendum.

Drawing M3.2 – Plumbing Riser Diagram – Waste and Vent (Re-issued):

1. Replace Drawing M3.2 with revised Drawing M3.2 issued as part of this Addendum.

Drawing M3.4 – Plumbing Riser Diagram – Domestic Water (Re-issued):

1. Replace Drawing M3.4 with revised Drawing M3.4 issued as part of this Addendum.

APPROVED MANUFACTURER SUBSTITUTIONS: Naming below does not guarantee approval, substitutions must meet requirements of the specifications and plans.

21-031 - Monacan Health Clinic ADDENDUM TWO- 2

IHS # NS21MA002H7

DIVISION 23 – HEATING, VENTILATION, AND AIR CONDITIONING

CHANGES TO THE PROJECT MANUAL:

None.

CHANGES TO THE MECHANICAL DRAWINGS:

Drawing M4.1 – First Floor Plan - Piping (Re-issued):

1. Replace Drawing M4.1 with revised Drawing M4.1 issued as part of this Addendum.

Drawing M5.1 – First Floor Plan - HVAC (Re-issued):

1. Replace Drawing M5.1 with revised Drawing M5.1 issued as part of this Addendum.

APPROVED MANUFACTURER SUBSTITUTIONS: Naming below does not guarantee approval, substitutions must meet requirements of the specifications and plans.

Section: Item: Manufacturer:__________________ X X X

DIVISION 26, 27, 28 – ELECTRICAL, COMMUNICATIONS, AND SECURITY

CHANGES TO THE PROJECT MANUAL:

Specification Section 26 27 26 – Wiring Devices:

1. Add the following to the requirements to Part 2 of this Specification Section.

TAMPER-RESISTANT RECEPTACLES

A. Tamper-Resistant Convenience Receptacles, 125 V, 20 A: Comply with NEMA WD 1, NEMA WD 6 Configuration 5-20R, UL 498 Supplement sd, and FS W-C-596.

1. Products: Subject to compliance with requirements, provide one of the following:

a. Cooper; TR8300.

b. Hubbell; HBL8300SGA.

c. Leviton; 8300-SGG.

d. Pass & Seymour; TR63H.

B. Tamper-Resistant GFCI Convenience Receptacles, 125 V, 20 A:

1. Products: Subject to compliance with requirements, provide one of the following:

a. Hubbell; GFTR20.

b. Pass & Seymour; 2095TR.

21-031 - Monacan Health Clinic ADDENDUM TWO- 3

IHS # NS21MA002H7

2. Add the following to the requirements to Part 3 of this Specification Section.

A. Tamper-Resistant Devices:

1. Tamper-resistant devices shall be installed in locations as defined by articles #210, 406, and 517 of the National Electrical Code (NFPA 70).

CHANGES TO THE ELECTRICAL DRAWINGS:

General:

1. All receptacles installed anywhere in the public side of the facility, including any space designated for use by pediatric patients, shall be Tamper Resistant receptacles. Coordinate exact space usage with Owner/Architect.

2. Fire alarm control cables: For all unfinished spaces, fire alarm control cabling shall be installed in ¾” conduit, painted red. For all finished spaces with accessible ceilings, fire alarm control cabling can be installed utilizing open cabling installation practices, supported by O-Rings or J-hook per NEC.

Drawing E1.1 – Site Plan – Electrical (Re-issued):

1. Replace Drawing E1.1 with revised Drawing E1.1 issued as part of this Addendum.

Drawing E2.1 – Floor Plan – Lighting (Re-issued):

1. Replace Drawing E2.1 with revised Drawing E2.1 issued as part of this Addendum.

Drawing E3.1 – Floor Plan – Power (Re-issued):

1. Replace Drawing E3.1 with revised Drawing E3.1 issued as part of this Addendum.

Drawing E4.1 – Floor Plan – Systems (Re-issued):

1. Replace Drawing E4.1 with revised Drawing E4.1 issued as part of this Addendum.

Drawing E5.2 – Enlarge Floor Plans – Electrical (Re-issued):

1. Replace Drawing E5.2 with revised Drawing E5.2 issued as part of this Addendum.

APPROVED MANUFACTURER SUBSTITUTIONS: Naming below does not guarantee approval, substitutions must meet requirements of the specifications and plans.

Section: Item: Manufacturer:__________________ N/A

END OF MECHANICAL/ELECTRICAL ADDENDUM TWO

kimley-horn.com 1700 Willow Lawn Drive, Suite 200; Richmond, VA 23230 804 673 3882

MEMORANDUM

To: Ryan Turner, DSGW Architects

From: Mark Boyd, P.E.

Kimley-Horn and Associates, Inc.

Date: July 21, 2021

Subject: Monacan Health Clinic, Addendum #2 – Narrative of Revisions

The following narrative is intended as a general summary of changes to the Contract Documents.

Changes depicted on the Drawings shall be the sole reference for detail requirements for the

Revision.

Sheet Number Sheet Name Description of Revisions

C08 Site Plan 1. Removed eastern side of property to provide 25’ buffer.

C08 Site Plan 1. Revised location of dumpster enclosure.

C08 Site Plan 1. Relocated concrete pad for propane tank.

C10 Grading Plan 1. Revised grading to match the updated layout.

C11 Drainage Areas and Water

Quantity Plan

1. Revised calculations to match the updated layout.

C12 Water Quality

Plan

1. Revised calculations to match the updated layout.

C13 Storm Sewer

Profiles and

Calculations

1. Revised calculations to match the updated layout.

C17 Planting Plan 1. Removed the fence along the eastern property line.

21041 - Monacan Health Clinic

00 01 10 - 1 TABLE OF CONTENTS – REVISED

Addendum #2

SECTION 00 01 10

TABLE OF CONTENTS - REVISED

MONACAN HEALTH CLINIC

MADISON HEIGHTS, VIRGINIA

VOLUME 1 – DIVISIONS 00 - 12

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

DIVISION 04 -- 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

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

00 01 10 - 2 TABLE OF CONTENTS – REVISED

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 11 13 – Bituminous Damproofing 07 21 00 – Thermal Insulation 07 25 00 – Weather Barriers 07 31 13 – Asphalt Shingles 07 41 13 – Metal Roof Panels 07 42 13 – Metal Wall Panels 07 46 26 – Engineered Wood Siding 07 46 46 – Fiber Cement Siding 07 53 00 – Elastomeric Membrane Roofing 07 62 00 – Sheet Metal Flashing and Trim 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 52 13 – Aluminum/Wood Composite Windows 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 72 00 – Wall Coverings 09 90 00 – Painting and Coating

DIVISION 10 -- SPECIALTIES

10 11 01 – Visual Display Boards 10 21 23 - Cubicles 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 12 48 13 – Entrance Floor Mats and Frames

VOLUME 2 – DIVISIONS 21 - 33

DIVISION 21 -- FIRE SUPPRESSION

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

00 01 10 - 3 TABLE OF CONTENTS – REVISED

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 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 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 73 13 – Modular Central-Station Air-Handling Units 23 81 26 – Split-System Air-Conditioners 23 82 39 – Unit Heaters 23 83 16 – Radiant-Heating Hydronic Piping

00 01 10 - 4 TABLE OF CONTENTS – REVISED

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

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

00 01 10 - 5 TABLE OF CONTENTS – REVISED

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 – Monacan Health Clinic 00 01 15 - 1 SCHEDULE OF DRAWINGS

IHS # NS21MA002H7 - REVISED

Addendum #2

SECTION 00 01 15

SCHEDULE OF DRAWINGS - REVISED

MONACAN HEALTH CLINIC

MADISON HEIGHTS, VIRGINIA

SHEET TITLE

A0.1 Title Sheet

CIVIL

C01 Cover Sheet C02 General Notes C03 Existing Conditions C04 Demolition and Phase I E&SC Plan C05 Phase II E&SC Plan C06 Erosion and Sediment Control Narrative C07 Pollution Prevention Plan C08 Site Plan C09 Site Details C10 Grading Plan C11 Drainage Areas and Water Quantity Plan C12 Water Quality Plan C13 Storm Sewer Profiles and Calculations C14 Drainage Details C15 Utility Plan C16 Utility Details C17 Planting Plan C18 Planting Notes and Details

ARCHITECTURAL

A1.1 Life Safety Plan & Summary A1.2 Architectural Site Plan A2.1 First Floor Plan A2.2 Floor Finish Pattern Plan A2.3 Enlarged Plan - Prime Care and Pharmacy Area A2.4 Enlarged Plan - Common and Administration Area A2.5 Enlarged Plan - Dental, Behavioral and Care Manager Area A2.6 Roof Plan A3.1 First Floor RCP A4.1 Finish Schedule A4.2 Door Schedules and Types A4.3 Window Types & Details A5.1 Exterior Elevations A6.1 Building Sections

A6.2 Wall Sections Details A6.3 Wall Sections Details A7.1 Interior Elevations

A7.2 Millwork Sections A9.1 Fixture Mounting Heights

STRUCTURAL

S0.0 Isometric Views S0.1 Structural Notes S1.1 Typical Concrete & CMU Details/Roof Load Map Plan S1.2 Typical Wood Details S2.1 Foundation Plan S2.2 Roof Framing Plan S3.1 Foundation Sections/Details S4.1 Framing Sections/Details S4.2 Framing Sections/Details

21041 – Monacan Health Clinic 00 01 15 - 2 SCHEDULE OF DRAWINGS

IHS # NS21MA002H7 - REVISED

Addendum #2

MECHANICAL

M0.1 Mechanical Title Sheet M1.1 Site Plan – Mechanical M2.1 First Floor Plan – Fire Protection M3.0 Underfloor Plan – Plumbing M3.1 First Floor Plan – Plumbing M4.1 First Floor Plan – Piping M5.1 First Floor Plan – HVAC M6.1 Roof Plan – Mechanical M7.1 Mechanical Schedules M8.1 Mechanical Details M8.2 Mechanical Details M8.3 Mechanical Details M8.4 Mechanical Details

ELECTRICAL

E0.1 Electrical Title Sheet E1.1 Site Plan – Electrical E2.1 Floor Plan – Lighting E3.1 Floor Plan – Power E3.2 Roof Plan – Power E4.1 Floor Plan – Systems E5.1 Power Riser Diagram E5.2 Enlarged Floor Plans – Electrical E6.1 Schedules – Electrical E6.2 Schedules – Electrical E7.1 Details - Electrical E7.2 Details - Electrical E7.3 Details - Electrical E7.4 Details - Electrical

EQUIPMENT

Q1.1 First Floor Equipment Plan Q2.1 Equipment Schedule Q2.2 Equipment Schedule Q2.3 Equipment Schedule

21041 - Monacan Health Clinic IHS #

NS21MA002H7

05 40 00 - 1 COLD-FORMED METAL FRAMING

SECTION 05 40 00

COLD-FORMED METAL FRAMING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Formed steel stud exterior wall framing.

B. Exterior wall sheathing.

1.02 RELATED REQUIREMENTS

A. Section 06 10 00 - Rough Carpentry: Wood blocking and miscellaneous framing.

B. Section 07 21 00 - Thermal Insulation: Insulation within framing members.

C. Section 07 25 00 - Weather Barriers: Weather barrier over sheathing.

D. Section 09 21 16 - Gypsum Board Assemblies: Lightweight, non-load bearing metal stud framing.

1.03 REFERENCE STANDARDS

A. AISI SG02-1 - North American Specification for the Design of Cold-Formed Steel Structural Members; American Iron and Steel Institute; 2001 with 2004 supplement. (replaced SG-971)

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

2009.

C. ASTM A 123/A 123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2000.

D. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2013.

E. ASTM A1003/1003M - Standard Specification for Steel Sheet, Carbon, Metallic and Nonmetallic Coated for Cold Formed Framing Members.

F. ASTM C955 - Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases; 2011c.

G. ASTM C 1007 - Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories; 2004.

H. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing; 2013.

I. AWS D1.1/D1.1M - Structural Welding Code - Steel; American Welding Society; 2010.

J. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); Society for Protective Coatings; 2002 (Ed. 2004).

1.04 SUBMITTALS

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

B. Product Data: Provide data on standard framing members; describe materials and finish, product criteria, limitations and installation instructions.

C. Shop Drawings: Provide shop drawings prepared by cold-formed metal framing manufacturer.

Indicate component details, framed openings, and accessories or items required of related work.

1. Indicate stud and floor joist layout.

2. Describe method for securing studs to tracks and for bolted framing connections.

3. Provide design engineer's stamp on shop drawings.

4. Provide details and calculations for factory-made framing connectors, stamped by a Professional Structural Engineer.

D. Manufacturer's Installation Instructions: Indicate special procedures, conditions requiring special attention.

05 40 00 - 2 COLD-FORMED METAL FRAMING

1.05 QUALITY ASSURANCE

A. Designer Qualifications: Design framing system under direct supervision of a Professional Structural Engineer experienced in design of this Work and licensed in the State in which the Project is located.

B. Calculate structural properties of framing members in accordance with requirements of AISI North American Specification for the Design of Cold-Formed Steel Structural Members.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Metal Framing:

1. Clarkwestern Dietrich Building Systems LLC: www.clarkdietrich.com.

2. MiTek Industries, Inc: www.mii.com.

3. Aegis Metal Framing: www.aegismetalframing.com.

B. Framing Connectors and Accessories:

2.02 FRAMING SYSTEM

A. Provide primary and secondary framing members, bridging, bracing, plates, gussets, clips, fittings, reinforcement, and fastenings as required to provide a complete framing system.

B. Design Criteria: Provide completed framing system having the following characteristics:

1. Design: Calculate structural characteristics of cold-formed steel framing members according to AISI North American Specification for the Design of Cold-Formed Steel Structural Members.

2. Structural Performance: Design, engineer, fabricate, and erect to withstand specified design loads for project conditions within required limits.

3. Design Loads: In accordance with applicable codes.

4. Live load deflection meeting the following, unless otherwise indicated:

a. Exterior Walls: Maximum horizontal deflection under wind load of 1/180 of span.

b. Design non-axial loadbearing framing to accommodate not less than 1/2 in vertical deflection.

5. Able to tolerate movement of components without damage, failure of joint seals, undue stress on fasteners, or other detrimental effects when subject to seasonal or cyclic day/night temperature ranges.

6. Able to accommodate construction tolerances, deflection of building structural members, and clearances of intended openings.

C. Metal Framing Connectors and Accessories:

1. Dietrich Metal Framing: www.dietrichindustries.com.

2. The Steel Network Inc: www.SteelNetwork.com.

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

2.03 FRAMING MATERIALS

A. Studs and Track: ASTM A653/653M-07; studs formed to channel shape with punched web; U-shaped track in matching nominal width and compatible height. All stud and tracks shall be 18 gauge minimum with a minimum yield stress Fy of 33 KSI.

1. Gage and depth: As indicated on the drawings.

2. Galvanized in accordance with ASTM A653/A653M G60/Z180 coating.

B. Framing Connectors: Factory-made formed steel sheet, ASTM A1003/1003M SS Grade 50, with G90/Z275 hot dipped galvanized coating and factory punched holes.

1. Material: ASTM A653/A653M SS Grade 33 and 40 (minimum), with G90/Z275 hot dipped galvanized coating for thicknesses less than 10 gage (0.118 inch), and factory punched holes and slots.

2. Structural Performance: Maintain load and movement capacity required by applicable code, when evaluated in accordance with AISI North American Specification for the Design of Cold Formed Steel Structural Members.

3. Movement Connections: Provide mechanical anchorage devices that accommodate movement using slotted holes, shouldered screws or screws and anti-friction or stepped bushings, while maintaining structural performance of framing. Provide movement connections where indicated on drawings.

05 40 00 - 3 COLD-FORMED METAL FRAMING

a. Where top of stud wall terminates below structural floor or roof, connect studs to structure in manner allowing vertical and horizontal movement of slab without affecting studs; allow for minimum movement of 1/2 inch.

b. Acceptable Products: VertiClip(r) or DriftClip(tm) manufactured by The Steel Network Inc.

4. Fixed Connections: Provide non-movement connections for tie-down to foundation, floor-to-floor tie-down, roof-to-wall tie-down, joist hangers, gusset plates, and stiffeners.

2.04 WALL SHEATHING

A. Glass Mat Faced Gypsum Sheathing: ASTM C 1177/C 1177M, water-resistant core, square long edges, 5/8 inch thick or as shown on drawings.

1. Georgia Pacific - Densglass Gold.

2. Certainteed - GlasRoc.

3. USG - Fiberock Brand Sheathing.

2.05 ACCESSORIES

A. Bracing, Furring, Bridging: Formed sheet steel, thickness determined for conditions encountered;

finish to match framing components.

B. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction.

2.06 FASTENERS

A. Self-Drilling, Self-Tapping Screws, Bolts, Nuts and Washers: Hot dip galvanized per ASTM A153/A153M.

B. Anchorage Devices: Powder actuated.

C. Anchorage Devices: Power actuated.

D. Welding: In conformance with AWS D1.1.

2.07 SHOP FABRICATED ASSEMBLIES

A. Fabricate assemblies of framed sections of sizes and profiles required; with framing members fitted, reinforced, and braced to suit design requirements.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate surfaces are ready to receive work.

3.02 INSTALLATION OF STUDS

A. Install components in accordance with AISI's Standard Cold Formed Steel Framing - General Provisions. Comply with manufacturers' instructions unless more stringent requirements are indicated.

B. Align floor and ceiling tracks; locate to wall layout. Secure in place with fasteners at maximum 16 inches on center.

C. Construct corners using minimum of three studs. Install double studs at wall openings, door and window jambs.

D. Install load bearing studs full length in one piece. Splicing of studs is not permitted.

E. Install load bearing studs, brace, and reinforce to develop full strength and achieve design requirements.

F. Coordinate placement of insulation in multiple stud spaces made inaccessible after erection.

G. Install framing between studs for attachment of mechanical and electrical items, and to prevent stud rotation.

H. Install batt insulation in areas that will be inaccessible after framing is installed, before studs are placed in their final position.

05 40 00 - 4 COLD-FORMED METAL FRAMING

3.03 WALL SHEATHING

A. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using self-tapping screws.

1. Fasteners shall be driven flush with the face of the sheathing.

2. Fasteners shall be located a minimum of 3/8 inch away from the edge of the board.

3. Space screws a maximum of 8 inches on center around the perimeter at framing supports and 8 inches on center at intermediate supports.

06 20 00 - 1 Finish Carpentry

SECTION 06 20 00

FINISH CARPENTRY

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.

1.05 SUBMITTALS

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

06 20 00 - 2 Finish Carpentry

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. Tongue & Groove Wood Ceiling Planks

1. Species: Popular

2. 1x4 tongue and groove boards

3. Stain color TBD

2.02 WOOD-BASED COMPONENTS

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

06 20 00 - 3 Finish Carpentry

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.

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.

06 20 00 - 4 Finish Carpentry

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.

07 46 23 - 1 ENGINEERED WOOD SIDING

SECTION 07 46 23

ENGINEERED WOOD SIDING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Board Siding panels with Diamond Kote Finish. See drawings.

B. Accessories and trim.

1.02 RELATED SECTIONS

A. Section 06 10 00 - Rough Carpentry: Framing and Sheathing.

B. Section 07 90 05 - Joint Sealers.

1.03 REFERENCES

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

1.04 SUBMITTALS

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

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods, including nailing patterns.

4. Color chart for color selection by Architect.

C. Maintenance and periodic inspection recommendations.

1.05 QUALITY ASSURANCE

A. Installer: Provide installer with not less than three years of experience with products similar to those specified.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Store products off the ground, on a flat surface, and under a roof or separate waterproof covering.

PART 2 PRODUCTS

2.01 MANUFACTURER

A. Acceptable Manufacturer: LP SmartSide, which is located at: 414 Union St. Suite 2000;

Nashville, TN 37219; Toll Free Tel: 888-820-0325; Fax: 877-523-7192; Email: request info (ben.barrette@lpcorp.com); Web:www.lpcorp.com/smartside

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

2.02 SIDING

A. Basis of design for engineered siding is LP SmartSide.

B. Treated Engineered Wood Panel Siding: LP SmartSide as manufactured by LP SmartSide.

1. Description: Exterior-grade phenolic resin-saturated paper overlay laminated to EPA-registered zinc-borate-preservative-treated engineered wood siding; structurally rated;

AWPA compliant; exposed edges sealed for moisture resistance; primed for painting.

C. Factory Wood Finishing:

1. Pre-finished composition…