0002 - Addendum 01.pdf

DATE: 04/06/2026

Addendum No. 1

596-334

Construct Replacement CLC – Complex Care

VA Lexington, KY

This Addendum supplements and amends the original Drawings and

Specifications for the above referenced project. This Addendum shall be forwarded to all Prime Bidders and all appropriate building code authorities.

This Addendum shall be taken into account in the preparation of bids and shall become a part of the Contract Documents.

General

1. See attached UL Rated System Details as requested in Pre-bid RFIs.

Specifications

1. Revise section 00 01 10 TABLE OF CONTENTS

a. Add the missing sections below.

2. Replace specification section 06 41 16 PLASTIC LAMINATE CLAD

ARCHITECTURAL CABINETS with revised specification.

a. The shelves are to be adjustable. Metal shelf rests will be inserted into selected holes of a Line Bored system.

b. Install frameless construction with flush overlay drawer and door alignment.

3. Add specification section 07 46 10 EXTERIOR SIDING AND TRIM

4. Add specification section 08 36 13 SECTIONAL DOORS

5. Add specification section 08 52 13 ALUMINUM CLAD WOOD WINDOWS

6. Add specification section 23 08 00 COMMISSIONING OF HVAC SYSTEMS

7. Add specification section 27 11 16 COMMUNICATIONS CABINETS, RACKS, FRAMES, AND ENCLOSURES

Drawings

1. Replace sheet A121 REFLECTED CEILING PLAN

a. Dimensions of lighting in patient rooms, dining room, and living room were added.

b. Lights relocated in corridors.

c. Ceiling grid and fixtures relocated in bathing suite and sensory room.

d. Added 9/A121 CASEWORK TO SOFFIT DETAIL to sheet.

2. Revised sheet A401 INTERIOR ELEVATIONS-ENLARGED BEDROOMS

a. Previous note 12.05 was replaced with 12.03 and was applied to

Typ. Patient Bedroom Elevation 2 and Typ. Special Care Patient

Room Elevation 9.

3. Revised sheet A402 INTERIOR ELEVATIONS

a. Added keynote 6.45 to soffit in Breakroom Elevation 14.

b. Dimensions applied to Kitchen Elevations 9-11.

4. Revised sheet A403 INTERIOR ELEVATIONS

a. Added material tag to countertop in Den Elevation 6.

b. Added a dimension to Dining Room Elevation 4.

5. Revised sheet A511 CASEWORK SECTIONS & DETAILS

a. Added dimension to Casework Sections T1, T2, and T4.

6. Revised sheet E502 ENLARGED PLANS

a. Revised lighting layout in Detail #1 - TYPICAL PATIENT ROOM –

LIGHTING AND POWER.

b. Revised power receptacle in Detail #4 - POWER – MEZZANINE LEVEL

BUILDING 39 ENLARGED PLAN – ROOM IT 202.

7. Revised sheet E504 PANEL SHEDULES

a. Revised breaker size in Panel 203/1N2 and 203/CR1B.

8. Replace sheet EL100 FIRST FLOOR AND ATTIC PLAN - LIGHTING

a. Revised locations of ceiling fans CF1 in SCREEN PORCH 136.

b. Revised fixture locations for S20 fixtures in Corridors 100D and 100F.

c. Revised fixtures and fixture layout in Sensory 139.

d. Relocated detail reference bubble 3/502 to SPECIAL CARE PATIENT

ROOM 105.

e. Revise GENERAL NOTE “B” to “ELECTRIC 117” in lieu of “ELECTRIC

126”.

9. Revised sheet EP100 FISRT FLOOR AND ATTIC PLAN - POWER.

a. Revised rack mounted receptacles on Detail #3 - ENLARGED TECH ROOM – POWER.

10. Revised sheet ES101 ELECTRICAL SITE PLAN

a. Add SCC to the abbreviations list.

11. Revised sheet ET002 TECHNOLOGY SITE PLAN

a. Revised plan notes 3, 4, and 11, by changing the first word “New” to “Provide”.

b. Add plan note 15, Existing (2) 4” conduits for telecommunications.

Refer to sheet ET003.

12. Revised sheet ET003 TECHNOLOGY CAMPUS PLAN

a. Revised plan note 1, by changing the first word “New” to “Provide”.

b. Add plan note 9 for the existing path to Building 17 and add to note

5 locations along the cable/conduit path.

c. Added text to Technology Campus Plan for Building 17.

13. Revised sheet ET301 TECHNOLOGY – FIRST FLOOR TECH ROOM

a. Adjusted the position of Rack(s) for three-foot clearances.

14. Revised sheet ET602 TECHNOLOGY DETAILS

a. Added note to the bottom of Camera Schedule.

End of Addendum No. 1

Design/System/Construction/Assembly Usage Disclaimer

• Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials.

• Authorities Having Jurisdiction should be consulted before construction.

• Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field.

• When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.

• Only products which bear UL's Mark are considered Certified.

BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States

BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada

See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances

See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances

Design No. M564

November 8, 2021

Unrestrained Assembly Rating – 1-1/2 Hr.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

https://iq.ulprospector.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.GuideInfo&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid=1074327030&cfgid=1073741824&version=versionless&parent_id=1073984818&sequence=1 https://iq.ulprospector.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.GuideInfo&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid=1074327030&cfgid=1073741824&version=versionless&parent_id=1073984818&sequence=1 https://iq.ulprospector.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.GuideInfo&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid=1074327030&cfgid=1073741824&version=versionless&parent_id=1073984818&sequence=1 https://iq.ulprospector.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.GuideInfo&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid=1074327030&cfgid=1073741824&version=versionless&parent_id=1073984818&sequence=1 https://iq.ulprospector.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.GuideInfo&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid=1074327030&cfgid=1073741824&version=versionless&parent_id=1073984818&sequence=1 https://iq.ulprospector.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV7.GuideInfo&ccnshorttitle=Fire+Resistance+Ratings+-+CAN/ULC-S101+Certified+for+Canada&objid=1074205658&cfgid=1073741824&version=versionless&parent_id=1073984820&sequence=1 https://iq.ulprospector.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV7.GuideInfo&ccnshorttitle=Fire+Resistance+Ratings+-+CAN/ULC-S101+Certified+for+Canada&objid=1074205658&cfgid=1073741824&version=versionless&parent_id=1073984820&sequence=1 https://iq.ulprospector.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV7.GuideInfo&ccnshorttitle=Fire+Resistance+Ratings+-+CAN/ULC-S101+Certified+for+Canada&objid=1074205658&cfgid=1073741824&version=versionless&parent_id=1073984820&sequence=1 https://iq.ulprospector.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV7.GuideInfo&ccnshorttitle=Fire+Resistance+Ratings+-+CAN/ULC-S101+Certified+for+Canada&objid=1074205658&cfgid=1073741824&version=versionless&parent_id=1073984820&sequence=1 https://iq.ulprospector.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV7.GuideInfo&ccnshorttitle=Fire+Resistance+Ratings+-+CAN/ULC-S101+Certified+for+Canada&objid=1074205658&cfgid=1073741824&version=versionless&parent_id=1073984820&sequence=1

1. Structural Cement-Fiber Units* — Nom 3/4 in. thick, with long edges tongue and grooved. Long dimension of panels to be perpendicular to joists with end joints staggered a min of one joist cavity and centered over the joists. Panels secured to steel joists with 1-5/8 in. long No. 8 self-drilling, self-countersinking steel screws spaced a max of 12 in. OC in the field with a screw located 1 in. and 2 in. from each edge, and 8

in. OC on the perimeter with a screw located 2 in. from each edge, located 1/2 in. from the side edges of the panel.

UNITED STATES GYPSUM CO — Type STRUCTO-CRETE, USGSP

2. Structural Steel Members* — The proprietary joists are channel-shaped, min 9-1/4 in. deep. Joists are fabricated from min No. 16 MSG galv steel, 50 ksi yield strength of the steel. Joists spaced max 24 in. OC. Joists attached to joist rim with three min 3/4 in. long No. 10 x 16 self-drilling steel TEK screws through tab to the outside of the web. At joist rim splices bearing on supports, joists rims are connected using an overlapping section of a 12 in. long splice plate (a joist piece), with four min 3/4 in. long No. 10 x 16 self-drilling steel TEK screws to each rim piece. The web of each joist is provided with cutouts at the joist mid-depth. The cutouts are spaced approximately 24 in. OC. Design Load to be based on AISI “North American Specification for the Design of Cold-Formed Steel Structural Members”.

CLARKDIETRICH BUILDING SYSTEMS — Type TDJ24 or TDW24 Floor Joists, TD Rim Joist

3. Joist Bridging - (Not Shown) — Installed at the center of the joist span, or as required as per “North American Specification for the Design of Cold-Formed Steel Structural Members”, immediately after joists are erected and before construction loads are applied. TradeReady Structural Bridging (TDSB) consists of No. 18 MSG galv steel channels, with web extensions at each end for screw-attachment to the bottom flange of the steel joists with a min 3/4 in. long No. 10 x 16 self-drilling steel TEK screw. Solid blocking consisting of cut-to-length joist sections placed between the outermost joists and between the centermost joists with a max spacing of 8 ft (2.4 m) OC. Solid blocking are screw-attached at joist web using a No. 16 MSG, min 50 ksi steel support clip (EasyClip S-Series) with three min 3/4 in. long No. 10 x 16 self-drilling steel TEK screws per leg on one side and on the other side with a No. 16 MSG, min 50 ksi steel support clip (EasyClip E-Series) with three min 3/4 in. long No. 10 x 16 self-drilling steel TEK screws per leg.

4. Batts and Blankets* — Min 3-1/2 in. thickness of mineral wool or glass fiber insulation friction-fit between structural steel members, and supported by the resilient channels (Item 5). Any mineral wool or glass fiber insulation bearing the UL Classification Marking for Surface Burning Characteristics having a flame spread index of 25 or less and a smoke developed index of 50 or less may be used.

See Batts and Blankets (BKNV or BZJZ) category in the Building Materials Directory for names of manufacturers.

5. Resilient Channels — Resilient channels, formed of No. 25 MSG galv steel, 1/2 in. deep, spaced max 12 in. OC perpendicular to joists.

Channel splices located beneath joists and overlapped 4 in. Channels secured to each joist with one 1/2 in. long Type S-12 low profile steel screw. Two channels, spaced 6 in. OC, oriented opposite each gypsum board end joint as shown in end joint detail.

6. Gypsum Board* — One layer of 5/8 in. thick by 48 in. wide gypsum board installed with long dimension perpendicular to resilient channels and with side joints located midway between the structural steel members. Gypsum board secured to resilient channels with 1 in. long Type S bugle head screws spaced 8 in. OC in the field and along end butt joints of the board. Screws located 1-1/2 in. and 4 in. from the side edges of the board, and 3 in. from the end butt joints. End joints secured to both resilient channels as shown in end joint detail.

CERTAINTEED GYPSUM INC — Type C

Finishing System - (Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

Last Updated on 2021-11-08

The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product.

UL Solutions permits the reproduction of the material contained in Product iQ subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from Product iQ with permission from UL Solutions" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "©2024

UL LLC."

Design/System/Construction/Assembly Usage Disclaimer

• Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials.

• Authorities Having Jurisdiction should be consulted before construction.

• Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field.

• When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction.

• Only products which bear UL's Mark are considered Certified.

BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada

See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances

See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances

Design No. P523

April 04, 2023

Restrained Assembly Rating — 1 and 1-1/2 Hr (See Items 6, 6A, 8, 8A and 8B) Unrestrained Assembly Rating — 1 and 1-1/2 Hr (See Items 6, 6A, 8, 8A and 8B)

This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

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1. Structural Steel Members* — Pre-fabricated light-gauge steel truss system consisting of cold-formed, galvanized steel chord and web sections. Trusses fabricated in various sizes, depths and from various steel thicknesses. Trusses spaced a max of 48 in. OC.

AEGIS METAL FRAMING, DIV OF MITEK — Ultra-Span, Pre-fabricated Light Gauge Steel Truss System

2. Bridging — (Not Shown) — Location of lateral bracing for truss chord and web sections to be specified on truss engineering.

3. Roof system* — Any UL Class A, B or C Roofing System (TGFU) or Prepared Roof Covering (TFWZ) or Prepared Roof-covering Materials, Formed or Molded Metal, Fiber-Cement, Plastic or Fire-retardant-treated Wood (TFXX) acceptable for use over nom 23/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Nom 23/32 in. thick wood structural panels mechanically fastened to top chord of steel trusses with 1-1/4 in. long Type S or S-12 steel screws spaced a max of 12 in. OC. As an option, the wood structural panels may be installed to min 20 ga. steel purlins or steel hat channels. Steel purlins or hat channels to be spaced a max 24 in. OC and welded or mechanically fastened, transverse to steel roof trusses (Item 1).

3A. Steel Roof Deck — (Not Shown) — In lieu of, or in addition to the wood structural panels described in Item 3, the steel roof deck may consist of corrugated or fluted steel form units, minimum 9/16 in. deep, 22 MSG painted or galv steel, welded or mechanically fastened at a max. 12 in. OC to the top chord of the roof trusses (Item 1). When used in addition to the wood structural panels described in Item 3, Batts and Blankets (Item 8) is optional. When used lieu of the wood structural panels described in Item 3, Batts and Blankets (Item 8) must be used and the Class A, B or C Roofing System must include a min 3/4 in.

thickness of roof insulation or 1/2 in. thickness of Classified or unclassified gypsum boards. If polystyrene roof insulation is used, it must be installed on top of a min 1/2 in. thickness of Classified or unclassified gypsum boards.

3B. Structural Cement-Fiber Units* — (Not Shown) — In lieu of the wood structural panels described in Item 3, steel roof deck and structural cement-fiber units may be installed. The steel roof deck is to consist of corrugated or fluted steel form units, minimum 9/16 in. deep, 22 MSG painted or galv steel, welded or mechanically fastened at a max. 12 in. OC to the top chord of the roof trusses (Item 1). Nominal 19 mm (3/4 in.) thick structural cement-fiber units installed over the steel roof deck and secured to trusses with fasteners spaced a max of 12 in. OC. Batts and Blankets (Item 8) must be used and the Class A, B or C Roofing System must include application over structural cement-fiber units.

CORNERSTONE INNOVATIVE SPECIALTIES, LLC — Type Versaroc

3C. Building Units* — (Not Shown) — In lieu of the wood structural panels described in Item 3, steel roof deck and building units may be installed. The steel roof deck is to consist of corrugated or fluted steel form units, minimum 9/16 in. deep, 22 MSG painted or galv steel, welded or mechanically fastened at a max. 12 in. OC to the top chord of the roof trusses (Item 1). Nominal 19 mm (3/4 in.) thick building units installed over the steel roof deck and secured to trusses with fasteners spaced a max of 12 in. OC.

Batts and Blankets (Item 8) must be used and the Class A, B or C Roofing System must include application over structural cement-fiber units.

ECTEK INTERNATIONAL INC — Type MegaBoard.

4. Vapor Barrier — (Not Shown) — (Optional) — Commercial asphalt saturated felt, 0.030 in. thick, applied over the wood structural panels.

5. Resilient Channels — Resilient channels formed of 25 MSG galv steel, installed perpendicular to the steel trusses (Item 1) when steel trusses are spaced a max 24 in. OC. Resilient channels spaced a max of 16 in. OC when no insulation (Items 8 or 8A) is fitted in the concealed space, or a max of 12 in. OC when insulation (Items 8 or 8A) is fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane. Two courses of resilient channel positioned 6 in. OC at wallboard butt-joints (3 in. from each end of wallboard). Channels oriented opposite at wallboard butt-joints. Channel splices overlapped 4 in.

beneath steel trusses. Channels secured to each truss with Type S12 by 1/2 in. long screws.

5A. Furring Channels — (Not Shown) — As an alternate to Item 5 — Hat channels min 20 MSG galv steel, min 2-5/8 in. wide by min 7/8 in. deep, installed perpendicular to the trusses (Item 1) spaced a max of 16 in. OC. When no insulation (Items 8 or 8A) is fitted in the concealed space, or a max 12 in. OC when insulation (Items 8 or 8A) is fitted in the concealed space, draped over the hat channel/gypsum board ceiling membrane . Two courses of channel positioned 6 in. OC, 3 in. from each end of wallboard.

Channel splices overlapped 6 in. beneath steel trusses. Channels secured to each truss with No. 18 SWG steel wire double strand saddle ties. Channels tied together with double strand of No. 18 SWG steel wire at each end overlap.

5B. Resilient Channels — (Not Shown) — As an alternate to Items 5 and 5A , resilient channels, double legged formed of 25 MSG galv steel, 2-7/8 in. wide by 1/2 in. deep, installed perpendicular to the trusses (Item 1) spaced max 16 in. OC when no insulation (Items 8 or 8A) is fitted in the concealed space, or a max of 12 in. OC when insulation (Items 8 or 8A) is fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane. Two courses of resilient channel positioned 6 in. OC at wallboard butt-joints (3 in. from each end of wallboard). Channel splices overlapped 4 in. beneath steel trusses. Channels secured to each truss with Type S12 by 1/2 in. long screws or with No. 18 SWG galv steel wire double strand saddle ties. Channels tied together with double strand of No. 18 SWG galv steel wire at each end of overlap.

5C. Resilient Channels — (Not Shown) — For use with Items 6A and 8B. As an alternate to Items 5 through 5B. Resilient channels formed of 25 MSG galv steel, installed perpendicular to the steel trusses (Item 1) when steel trusses are spaced a max 24 in. OC.

Resilient channels spaced a max of 16 in. OC. Two courses of resilient channel positioned 6 in. OC at wallboard butt-joints (3 in.

from each end of wallboard). Channels oriented opposite at wallboard butt-joints. Channel splices overlapped 4 in. beneath steel trusses. Channels secured to each truss with Type S12 by 1/2 in. long screws.

5D. Furring Channels — (Not Shown) — For use with Items 6A and 8B. As an alternate to Items 5 through 5C. Hat channels min 25 MSG galv steel, min 2-5/8 in. wide by min 7/8 in. deep, installed perpendicular to the trusses (Item 1), spaced a max of 16 in.

OC. Two courses of furring channel positioned 6 in. OC at wallboard butt-joints (3 in. from each end of wallboard). Channel splices overlapped 4 in. beneath steel trusses. Channels secured to each truss with No. 18 SWG steel wire double strand saddle ties.

Channels tied together with double strand of No. 18 SWG steel wire at each end overlap.

5E. Resilient Channels — (Not Shown) — For use with Items 6A and 8B. As an alternate to Items 5 through 5D. Resilient channels, double legged formed of 25 MSG galv steel, 2-7/8 in. wide by 1/2 in. deep, installed perpendicular to the trusses (Item 1) when steel trusses are spaced a max 24 in. OC. Resilient channels spaced a max of 16 in. OC. Two courses of resilient channel positioned 6 in. OC at wallboard butt-joints (3 in. from each end of wallboard). Channel splices overlapped 4 in. beneath steel trusses.

Channels secured to each truss with Type S12 by 1/2 in. long screws or with No. 18 SWG galv steel wire double strand saddle ties.

Channels tied together with double strand of No. 18 SWG galv steel wire at each end overlap.

6. Gypsum Board* — For the 1 Hr. Ratings — One layer of nom 5/8 in. thick by 48 in. wide boards, installed with long dimension parallel to trusses. Attached to the resilient channels using 1 in. long Type S bugle-head screws. Screws spaced a max of 12 in. OC along butted end-joints and in the field when no insulation (Items 8 or 8A) is fitted in the concealed space or a max of 8 in. OC along butted end-joints and in the field when insulation (Items 8 or 8A) is fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane. For the 1-1/2 Hr. Ratings - Two layers of nom 5/8 in. thick by 48 in. wide boards, installed with long dimension parallel to trusses. Base layer attached to the resilient channels using 1 in. long Type S bugle-head screws spaced a max of 8 in. OC along butted end-joints and in the field. Face layer attached to the resilient channels using 1-5/8

in. long Type S bugle-head screws spaced a max of 8 in. OC along butted end-joints and in the field. Screws staggered from base layer screws. Face layer side and end joints offset a min 16 in. from base layer side and end joints.

CGC INC — Types C, IP-X2, IPC-AR

UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR

USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR

6A. Gypsum Board* — (Not Shown) — For use with Items 5C through 5E and 8B. Rating limited to 1 Hour. One layer of nom 5/8

in. thick by 48 in. wide boards, installed with long dimension parallel to trusses. Attached to the furring channels using 1 in. long Type S bugle-head screws spaced 8 in. OC along butted end-joints and in the field.

CGC INC — Type ULIX

UNITED STATES GYPSUM CO — Type ULIX

7. Finishing System — (Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads;

paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum wallboard.

8. Cavity Insulation — Batts and Blankets* — Optional for the 1 Hr. Ratings — Any thickness mineral wool or glass fiber insulation bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane. Mandatory for the 1-1/2 Hr. Ratings-Min 9-1/2 in. thick glass fiber insulation bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less.

Insulation fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane.

8A. Cavity Insulation — Loose Fill Material* — (Not Shown) — As an alternate to Item 8 — Optional for the 1 Hr. Ratings — Any thickness of loose fill material bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane. Mandatory for the 1-1/2 Hr. Ratings - Min 9-1/2 in. thickness of loose fill material bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane.

8B. Cavity Insulation — Batts and Blankets* or Loose Fill Material* — (Not Shown) — (As described above in Items 8 and 8A)

— For Use with Items 5C through 5E and 6A — Rating limited to 1 Hour — Min. 3-1/2 in thick with no limit on maximum thickness fitted in the concealed space, draped over the resilient and furring channel (Items 5C through 5E)/gypsum board (Item 6A) ceiling membrane.

9. Steel Framing Members — (Not Shown).

a. Main Runners — Installed perpendicular to Structural Steel Members — Nom 10 or 12 ft long, 15/16 in. or 1-1/2 in. wide face, spaced 4 ft OC. Main runners hung a min of 2 in. from bottom chord of Structural Steel Members with 12 SWG galv steel wire.

Wires located a max of 48 in. OC.

b. Cross tees or channels — Nom 4 ft long, 15/16 in. or 1-1/2 in. wide face, or cross channels, nom 4 ft long, 1-1/2 in. wide face, installed perpendicular to the main runners, spaced 16 in. OC. Additional cross tees or channels used at 8 in. from each side of butted wallboard end joints. The cross tees or channels may be riveted or screw-attached to the wall angle or channel to facilitate the ceiling installation.

c. Wall angles or channels — Used to support steel framing member ends and for screw-attachment of the gypsum wallboard —

Min 0.016 in. thick painted or galvanized steel angle with 1 in. legs or min. 0.016 in.thick painted or galvanized steel channel with a 1 by 1-1/2 by 1 in. profile, attached to walls at perimeter of ceiling with fasteners 16 in. OC.

CGC INC — Type DGL or RX

USG INTERIORS LLC — Type DGL or RX

9A. Alternate Steel Framing Members* — (Not Shown) — As an alternate to Item 9 — Not for use with Items 8 or 8A — Main runners nom 12 ft long, spaced 72 in. OC. Main runners suspended by min 12 SWG galv steel hanger wires spaced 48 in. OC. Cross tees, nom 6 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional 6 ft long cross tees required at each gypsum board end joint with butted gypsum board end joints centered between cross tees spaced 8 in. OC. The main runners and cross tees may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation.

USG INTERIORS LLC — Type DGL or RX

10. Gypsum Board* — For use with Steel Framing Members (Item 9) when Batts and Blankets* (Item 8) are not used - One layer of nominal 5/8 in. thick by 48 in. wide boards, installed with long dimension parallel to the main runners. Wallboard fastened to each cross tee or channel with five wallboard screws, with one screw located at the midspan of the cross tee or channel, one screw located 12 in. from and on each side of the cross tee or channel mid span, and one screw located 1-1/2 in. from each wallboard side joint. Except at wallboard end joints, wallboard screws shall be located on alternating sides of cross tee flange. At wallboard end joints, wallboard screws shall be located 1/2 in. from the joint. Wallboard fastened to main runners with wallboard screws 1/2

in. from side joints, midway between intersections with cross tees or channels (16 in. OC). End joints of adjacent wallboard sheets shall be staggered not less than 32 in. Wallboard sheets screw attached to leg of wall angle with wallboard screws spaced 12 in.

OC. Joints treated as described in Item 7. For use with Steel Framing Members* (Item 9) when Batts and Blankets* (Item 8) are used - Ratings limited to 1 Hour- 5/8 in. thick, 4 ft wide; installed with long dimension perpendicular to cross tees with side joints centered along main runners and end joints centered along cross tees. Fastened to cross tees with 1 in. long steel wallboard screws spaced 8 in. OC in the field and 8 in. OC along end joints. Fastened to main runners with 1 in. long wallboard screws spaced midway between cross tees. Screws along sides and ends of boards spaced 3/8 to 1/2 in. from board edge. End joints of the sheets shall be staggered with spacing between joints on adjacent boards not less than 4 ft OC.

CGC INC — Type C, IP-X2, IPC-AR

UNITED STATES GYPSUM CO — Type C, IP-X2, IPC-AR

USG BORAL DRYWALL SFZ LLC — Type C

USG MEXICO S A DE C V — Type C, IP-X2, IPC-AR

11. Gypsum Board* — For use with Steel Framing Members (Item 9A) — One layer of nominal 5/8 in. thick by 48 in. wide boards, installed with long dimension (side joints) perpendicular to the 6 ft long cross tees with the end joints staggered min 4 ft and centered between cross tees which are spaced 8 in. OC. Gypsum board side joints may occur beneath or between main runners.

Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in. wide pieces of gypsum board are to be laid atop the cross tee flanges and centered over each butted end joint location. The backer strips are to be secured to the flanges of the cross tees at opposite corners of the backer strip with hold down clips to prevent the backer strips from being uplifted during screw-attachment of the gypsum board sheets. Gypsum board fastened to cross tees with 1 in. drywall screws spaced 1 in.

and 4 in. from the side joints and max 8 in. OC in the field of the board. The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in. long Type G laminating screws located 1 in. from each side of the butted end joint and spaced 1 in. and 4

in. from the side joints and max 8 in. OC in the field of the board.

CGC INC — Type C, IP-X2, IPC-AR

UNITED STATES GYPSUM CO — Type C, IP-X2, IPC-AR

USG BORAL DRYWALL SFZ LLC — Type C

USG MEXICO S A DE C V — Type C, IP-X2, IPC-AR

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

Last Updated on 2023-04-04

The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product.

UL Solutions permits the reproduction of the material contained in Product iQ subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from Product iQ with permission from UL Solutions" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "©2024

UL LLC."

CONSTRUCT REPLACEMENT CLC – COMPLEX CARE TABLE OF CONTENTS

VA LEXINGTON, KENTUCKY 01-01-24

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

SECTION NO DIVISION AND SECTION TITLES DATE

DIVISION 00 - SPECIAL SECTIONS

00 01 15 List of Drawing Sheets 05-20

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 11-21

01 00 00.01 SOP-ENG-138-50 Utility Outage for Construction Project

01 31 00.01 Project Management and Coordination 05-24

01 32 17 Project Schedules 01-21

01 33 23 Shop Drawings, Product Data, and Samples 06-25

01 35 26 Safety Requirements 05-24

01 42 19 Reference Standards 11-20

01 45 00 Quality Control 02-21

01 45 29 Testing Laboratory Services 11-18

01 45 35 Special Inspections 06-21

01 45 35.2 Schedule of Special Inspections

01 57 19 Temporary Environmental Controls 01-21

01 74 19 Construction Waste Management 04-22

01 81 13 Sustainable Construction Requirements 10-17

01 91 00 General Commissioning Requirements 04-22

01 91 00.01 Commissioning Plan

DIVISION 02 – EXISTING CONDITIONS

02 21 13 Site Surveys 12-23

02 41 00 Demolition 08-17

DIVISION 03 – CONCRETE

03 30 00 Cast in Place Concrete 07 24

03 30 53 (Short-Form) Cast-in-Place Concrete 01-21

DIVISION 04 – MASONRY

04 05 13 Masonry Mortaring 10-17

04 05 16 Masonry Grouting 01-21

04 20 00 Unit Masonry 08-17

04 72 00 Cast Stone Masonry 01-21

00 01 10-2

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18

05 40 00 Cold-Formed Metal Framing 01-21

05 44 00 Pre-Engineered, Pre-fabricated Cold Formed Steel Roof & Floor Trusses 01-21

05 50 00 Metal Fabrications 08-18

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 10-17

06 41 16 Plastic Laminate Clad Architectural Cabinets

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 08 00 Facility Exterior Closure Commissioning 01-21

07 11 13 Bituminous Dampproofing 01-21

07 21 13 Thermal Insulation 01-21

07 21 23 Loose-Fill Insulation 01-21

07 22 00 Roof and Deck Insulation 01-21

07 27 26 Fluid-Applied Membrane Air Barrier, Vapor Permeable 01-21

07 31 13 Asphalt Shingles 02-21

07 45 10 Exterior Siding and Trim

07 54 23 Thermoplastic Polyolefin (TPO) Roofing 01-21

07 60 00 Flashing and Sheet Metal 01-21

07 81 00 Applied Fireproofing 07-23

07 84 00 Firestopping 01-21

07 92 00 Joint Sealants 04-22

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 01-21

08 14 00 Interior Wood Doors 01-21

08 31 13 Access Doors and Frames 04-22

08 36 13 Sectional Doors 01-21

08 52 13 Aluminum Clad Wood Windows

08 71 00 Door Hardware 01-24

08 80 00 Glazing 01-21

08 90 00 Louvers and Vents 01-21

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation for Floor Finishes 01-21

09 22 16 Non-Structural Metal Framing 06-18

09 29 00 Gypsum Board 04-20

09 30 13 Ceramic/Porcelain Tiling 01-21

09 51 00 Acoustical Ceilings 12-18

09 54 26 Suspended Wood Ceilings

09 65 13 Resilient Base and Accessories 01-21

00 01 10-3

09 65 16 Resilient Sheet Flooring 06-22

09 65 19 Resilient Tile Flooring 05-18

09 67 23.60 Resinous Urethane and Epoxy Mortar Flooring (RES-6A and RES 6B) 01-21

09 80 00 Acoustic Treatment

09 91 00 Painting 01-21

DIVISION 10 – SPECIALTIES

10 14 00 Signage 01-21

10 21 16 Shower and Dressing Compartments 01-21

10 21 23 Cubicle Curtain Tracks 01-21

10 25 13 Patient Bed Service Walls 05-23

10 26 00 Wall and Door Protection 01-21

10 28 00 Toilet, Bath, and Laundry Accessories 01-21

10 31 00 Manufactured Electric Fireplaces

10 44 13 Fire Extinguisher Cabinets 08-18

10 51 00 Lockers

DIVISION 11 – EQUIPMENT – N/A

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades 08-17

12 36 00 Countertops 11-23

DIVISION 13 - SPECIAL CONSTRUCTION

13 05 41 Seismic Restraint Requirements for Non-Structural Components 01-21

DIVISION 21- FIRE SUPPRESSION

21 08 00 Commissioning of Fire Suppression System 11-16

21 13 13 Wet-Pipe Sprinkler Systems 06-15

21 13 16 Dry-Pipe Sprinkler Systems 01-15

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 01-23

22 05 12 General Motor Requirements for Plumbing Equipment 09-20

22 05 19 Meters and Gages for Plumbing Piping 09-20

22 05 23 General-Duty Valves for Plumbing Piping 09-20

22 07 11 Plumbing Insulation 09-19

22 08 00 Commissioning of Plumbing Systems 11-16

22 11 00 Facility Water Distribution 05-21

22 13 00 Facility Sanitary and Vent Piping 09-20

22 31 11 Water Softeners 09-15

22 34 00 Fuel-Fired Domestic Water Heaters 09-20

22 40 00 Plumbing Fixtures 09-15

22 62 00 Vacuum Systems for Laboratory and Healthcare Facilities 05-23

00 01 10-4

22 63 00 Gas Systems for Laboratory and Healthcare Facilities 05-23

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

(HVAC)

23 05 11 Common Work Results for HVAC 03-23

23 05 12 General Motor Requirements for HVAC and Steam Generation Equipment 03-23

23 05 41 Noise and Vibration Control for HVAC Piping and Equipment 03-23

23 05 93 Testing, Adjusting, and Balancing for HVAC 03-23

23 07 11 HVAC and Boiler Plant Insulation 02-20

23 08 00 Commissioning of HVAC Systems 03-23

23 09 23 Direct-Digital Control System for HVAC 03-23

23 11 23 Facility Natural-Gas Piping 04-20

23 21 13 Hydronic Piping 03-23

23 21 23 Hydronic Pumps 03-23

23 25 00 HVAC Water Treatment 03-23

23 31 00 HVAC Ducts and Casings 03-23

23 34 00 HVAC Fans 03-23

23 36 00 Air Terminal Units 03-23

23 37 00 Air Outlets and Inlets 03-23

23 40 00 HVAC Air Cleaning Devices 03-23

23 52 25 Low-Pressure Water Heating Boilers 04-20

23 64 00 Packaged Water Chillers 03-23

23 73 00 Indoor Central-Station Air-Handling Units 03-23

23 82 00 Convection Heating and Cooling Units 03-23

23 82 16 Air Coils 03-23

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 11-22

26 05 19 Low-Voltage Electrical Power Conductors and Cables 11-22

26 05 26 Grounding and Bonding for Electrical Systems 11-22

26 05 33 Raceway and Boxes for Electrical Systems 11-22

26 05 41 Underground Electrical Construction 11-22

26 05 73 Overcurrent Protective Device Coordination Study 11-22

26 08 00 Commissioning of Electrical Systems 11-16

26 09 23 Lighting Controls 11-22

26 24 13 Distribution Switchboards 11-22

26 24 16 Panelboards 11-22

26 27 26 Wiring Devices 11-22

26 29 11 Motor Controllers 11-22

26 29 21 Enclosed Switches and Circuit Breakers 11-22

26 36 23 Automatic Transfer Switches 11-22

26 41 00 Facility Lightning Protection 11-22

26 43 13 Surge Protective Devices 11-22

26 51 00 Interior Lighting 11-22

26 56 00 Exterior Lighting 11-22

00 01 10-5

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations 12-22

27 05 26 Grounding and Bonding for Communications Systems (Interim) 12-22

27 05 33 Conduits and Backboxes for Communications Systems 12-22

27 05 36 Cable Trays for Communication Systems 12-22

27 10 00 Structured Cabling 12-22

27 11 00 Telecommunications Room Fittings 06-15

27 11 16 Communication Cabinets, Racks, Frames, and Enclosures 12-22

27 11 19 Communications Termination Blocks and Patch Panels 12-22

27 11 26 Communication Rack Mounted Power Protection & Power Strips (Interim) 12-22

27 13 23 Communications Optical Fiber Backbone Cabling (Interim) 12-22

27 15 00 Communications Structured Cabling 01-16

27 15 13 Communications Copper Horizontal Cabling 12-22

27 16 19 Communications Patch Cords, Station Cords, and Cross Connect Wire 12-22

27 41 31 Master Antenna Television Equipment and Systems 06-15

27 51 16 Public Address and Mass Notification Systems 10-18

27 51 23 Intercommunications and Program Systems 06-15

27 52 23 Nurse Call and Code Blue Systems 12-20

27 52 41 Miscellaneous Medical Systems 06-15

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security 04-18

28 05 13 Conductors and Cables for Electronic Safety and Security 10-18

28 05 26 Grounding and Bonding for Electronic Safety and Security 09-11

28 05 28.33 Conduits and Backboxes for Electronic Safety and Security 09-11

28 13 00 Physical Access Control System 10-11

28 23 00 Video Surveillance 09-11

28 26 00 Electronic Personal Protection System 09-11

28 31 00 Fire Detection and Alarm 10-11

DIVISION 31 – EARTHWORK

31 20 00 Earthwork 01-21

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 08-16

32 12 16 Asphalt Paving 07-24

32 17 23 Pavement Markings 07-24

32 91 13 Planting Soils

32 92 00 Turfs and Grasses

32 93 00 Plants

DIVISION 33 – UTILITIES

33 10 00 Water Utilities 03-17

33 30 00 Sanitary Sewer Utilities 06-13

00 01 10-6

33 40 00 Storm Sewer Utilities 01-21

33 51 00 Natural Gas Distribution

CONSTRUCT REPLACEMENT CLC – COMPLEX CARE PLASTIC LAMINATE CLAD

VA LEXINGTON, KENTUCKY ARCHITECTURAL CABINETS

064116 - 1

SECTION 06 41 16

PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

B. SUMMARY

C. Section Includes:

1. Plastic-laminate-clad architectural cabinets.

2. Cabinet hardware and accessories.

3. Wood furring, blocking, shims, and hanging strips for installing plastic-laminate-clad architectural cabinets that are not concealed within other construction.

D. Related Requirements:

1. Section 061000 "Rough Carpentry" for wood furring, blocking, shims, and hanging strips required for installing cabinets that are concealed within other construction before cabinet installation.

2. Section 123600 "Countertops."

3. Sealants: Section 07 92 00, Joint Sealants

4. Resilient Base: Section 09 65 13 Resilient Base and Accessories

5. Plumbing Requirements: Related to Casework: Division 22: Plumbing

6. Electrical Lighting and Power Requirements Related to Casework: Division 26 Electrical.

1.2 COORDINATION

A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to support loads imposed by installed and fully loaded cabinets.

B. Hardware Coordination: Distribute copies of approved hardware schedule specified in Section 087100 "Door Hardware" to manufacturer of architectural cabinets; coordinate Shop Drawings and fabrication with hardware requirements.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product.

064116 - 2

1. Include data for fire-retardant treatment from chemical-treatment manufacturer and certification by treating plant that treated materials comply with requirements.

B. Shop Drawings:

1. Include plans, elevations, sections, and attachment details.

2. Showlarge-scale details.

3. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcement specified in other Sections.

4. Show locations and sizes of cutouts and holes for items installed in plastic-laminate architectural cabinets.

5. Apply AWI Quality Certification or WI Certified Compliance Program label to Shop

Drawings.

C. Samples: For each exposed product and for each color and texture specified, in manufacturer's or manufacturer's standard size.

D. Samples for Initial Selection: For each type of exposed finish.

E. Samples for Verification: For the following:

1. Plastic Laminates: 8 by 10 inches (200 by 250 mm), for each type, color, pattern, and surface finish required.

a. Provide one sample applied to core material with specified edge material applied to one edge.

b. Provide edge banding on one edge.

2. Corner Pieces:

a. Miter joints for standing trim.

3. Exposed Cabinet Hardware and Accessories: One full-size unit for each type and finish.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For manufacturer and Installer.

B. Product Certificates: For each type of product. the following:

1. Composite wood products.

2. High-pressure decorative laminate.

3. Adhesives.

C. Evaluation Reports: For fire-retardant-treated materials, from ICC-ES.

D. Field quality-control reports.

1.6 CLOSEOUT SUBMITTALS

A. Quality Standard Compliance Certificates: AWI Quality Certification Program and WI Certified Compliance Program certificates.

064116 - 3

1.7 QUALITY ASSURANCE

A. Manufacturer's Qualifications: Employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance.

1. Manufacturer's Certification: Licensed participant in AWI's Quality Certification Program and WI's Certified Compliance Program.

B. Installer Qualifications: Manufacturer of products, Licensed participant in AWI's Quality Certification Program, Licensed participant in WI's Certified Compliance Program.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Do not deliver cabinets until painting and similar finish operations that might damage architectural cabinets have been completed in installation areas. Store cabinets in installation areas or in areas where environmental conditions comply with requirements specified in "Field Conditions" Article.

1.9 FIELD CONDITIONS

A. Environmental Limitations without Humidity Control: Do not deliver or install cabinets until building is enclosed, wet-work is complete, and HVAC system is operating and maintaining temperature and relative humidity at levels planned for building occupants during the remainder of the construction period.

B. Environmental…