Hot Springs VA EHRM Upgrade Amendment 1 of 2.pdf

Amendment

Amendment Number: 1 Date Issued: 7/19/2022

Project Name: Hot Springs VA EHRM Upgrade Project Number: 21089.00

Pages in Addendum: 2 pages of narrative, Appendix page count list independently.

Prepared By: Andrew Hall (A&E)

Issued To: All bidders thru the VA

Addendum to Contract Documents:

General Bid Items:

1. The project door schedule and elevations can be found on sheet 00-GI-006.

2. The new generator in building 10 shall have an insulated exhaust pipe.

3. The existing generator in building 10 is to be salvaged and relocated to a storage location to be determined by the COR on the Hot Springs VA campus.

4. The general contractor is responsible for hiring the commissioning agent (CxA) also known as a commissioning provider (CxP).

Project Manual (Specifications): (See attached Appendix A for specification changes, 16 pages)

1. Section 10 14 00 “Signage” has been updated. See attached Signage specification.

2. Section 23 08 00 “Commissioning of HVAC Systems” 1.1D has had …“appointed and provided by the VA”… stricken. See attached Commissioning of HVAC System specification.

3. Section 28 08 00 “Commissioning of Electrical Safety and Security Systems” 1.1B has had …“appointed by the

VA”… stricken. See attached Commissioning of Electrical Safety and Security Systems specification.

Drawings: (See attached Appendix B for the following drawing changes, 17 pages) Sheet 00-GI-003

1. A Room Signage Notes and section has been added to support the signage specification section 10 44 13.

Sheet 00-GI-006

1. Doors 01-113B.0, 01-217C.0, 01-315C.0, 02-222.0, 03-103.1, 05-211.1, 06-102.1, 08-107.0, 11-001.0, 12-B001A.0, 12-B303.0, 18-002.0, and 65-100B.0 have been changed or additional information has been provided to the door schedule.

Sheet CJ0001

1. Vault Foundation Detail 4 note has been changed from “vault by others” to “vault designed & provided by GC.

HS 20 Rated.”

Sheet 10-AD-201

1. Demolition note has been added indicating demo required for the removal and salvage of the existing generator.

Sheet 01-AE-402

1. Glass Type GL-1 has been changed to have low-e coating only on the #2 surface.

Sheet 11-AE-301

1. Building 11 Enlarged Roof Plan had its visibility setting adjusted to display the roof drawing.

Sheet 53-AE-301

1. Building 53 Enlarged Ground Floor Plan has been updated to show how to finish the new South TR wall as it intersects with the existing West window. The West TR wall has been flushed out with the existing wall bump out. The north arrow in the title block of the plan has been corrected.

2. Interior elevation 102B TR North has been updated to reflect the new flushed out wall.

3. Key Notes 09-34 and 09-35 have been added per the plan and elevation updates above.

Sheet MK-001

1. Addition of drain pan & condensate pump requirements for certain TR spaces in buildings 4, 8, & 11, as well as general requirements for all project areas.

Sheet MK-005

1. Note added require that the existing emergency shutoff buttons are to be reused, and that the CRAC units as well as the air handler serving the data center be shut off in the event one of them is pushed.

Sheet 004-MH-0B2

1. Addition of drain pan & condensate pump requirements for certain TR spaces in buildings 4, 8, & 11, as well as

Sheet 008-MH-011

1. Addition of drain pan & condensate pump requirements for certain TR spaces in buildings 4, 8, & 11, as well as

Sheet 010-MH-0B1

1. Noted has been added indicating a new roof exhaust penetration.

Sheet 065-MH-011

1. Note added require that the existing emergency shutoff buttons are to be reused, and that the CRAC units as well as the air handler serving the data center be shut off in the event one of them is pushed.

Sheet 011-MH-001

1. Addition of drain pan & condensate pump requirements for certain TR spaces in buildings 4, 8, & 11, as well as

Sheet 004-EP-0B2

1. Addition of condensate pump requirements for certain TR spaces in buildings 4, 8, & 11.

Sheet 008-EP-011

1. Addition of condensate pump requirements for certain TR spaces in buildings 4, 8, & 11.

Sheet 011-EP-0B1

1. Addition of condensate pump requirements for certain TR spaces in buildings 4, 8, & 11.

Technical Question Responses: (See attached Appendix C, 33 pages)

As Built Drawings for Reference

1. Telephone System 1987 As-Builts (See attached Appendix D, 30 pages)

2. Building 65 Main Floor Switch Plans 1990 (See attached Appendix E, 2 pages)

3. Partial Fiber Plans 2012 (See attached Appendix F, 6 pages)

4. Power One-line Diagrams (See attached Appendix G, 6 pages)

Technical Question Drawing Responses: (See attached Appendix H, 17 pages)

Prior Approvals:

1. None submitted.

End of Amendment 01.

HOT SPRINGS VA MEDICAL CENTER 100% DOCUMENTS

HOT SPRINGS, SD 01/07/2022

Electronic Health Records Modernization

(EHRM) Infrastructure Upgrades

Hot Springs VA Medical Center

Project No. 568A4-21-702

10 14 00 - 1 of 6

SIGNAGE

SECTION 10 14 00

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies interior signage for room numbers, and names.

B. The signage shall match the existing signage system with the inclusion of braille tactile text line.

1.2 RELATED WORK

A. Sustainable Design Requirements: Section 01 81 13, SUSTAINABLE

CONSTRUCTION REQUIREMENTS.

B. Color and Finish of Interior Signs: Section 09 06 00, SCHEDULE FOR

FINISHES.

1.3 QUALITY ASSURANCE

A. Manufacturer’s Qualifications: Provide signage that is the product of one manufacturer, who has provided signage as specified for a minimum of three (3) years. Submit manufacturer’s qualifications.

B. Installer’s Qualifications: Minimum three (3) years’ experience in the installation of signage of the type as specified in this Section.

Submit installer’s qualifications.

C. Basis of Design: Signage manufacturer

2/90 Sign Systems

ATTN: Valerie Dye

Email: valeriedye@290signs.com

5350 Corporate Grove Blvd. SE

Grand Rapids, MI 49512

Tel: 800-777-4310 Ext. 3323

Fax: 616-656-4300

Or approved equal.

D. New signs to match the existing signage system. See photograph included with the specification section.

1.4 SUBMITTALS

A. Submit in accordance with Section 01 33 00, SHOP DRAWINGS, PRODUCT DATA

AND SAMPLES.

B. Sustainable Design Submittals, as described below:

1. Volatile organic compounds per volume as specified in PART 2 -

PRODUCTS.

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Project No. 568A4-21-702

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C. Interior Sign Sample: Sign panel and frame, with letters and room number and braille tactile text line.

1. Sign Panel, 203 x 254 mm (8 x 10 inches) full size, with letters.

2. Color sample of matching existing signage color, 152 x 152 mm (6 x 6 inches) full size.

D. Manufacturer's Data:

1. Showing the methods and procedures proposed for the anchorage of the signage system to each surface type.

2. Manufacturer’s printed specifications and maintenance instructions.

E. Shop Drawings: Scaled for manufacture and fabrication of sign. Identify materials, anchorage, accessory items, mounting and finishes.

F. Full size layout patterns for dimensional letters.

G. Manufacturer’s qualifications.

H. Installer’s qualifications.

1.5 DELIVERY AND STORAGE

A. Deliver materials to job in manufacturer's original sealed containers with brand name marked thereon. Protect materials from damage.

B. Package to prevent damage or deterioration during shipment, handling, storage and installation. Maintain protective covering in place and in good repair until removal is necessary.

C. Deliver signs only when the site and mounting services are ready for installation work to proceed.

D. Store products in dry condition inside enclosed facilities.

1.6 WARRANTY

A. Construction Warranty: Comply with FAR clause 52.246-21, “Warranty of

Construction”.

1.7 APPLICABLE PUBLICATIONS

A. VA Signage Design Guide, December 2021

B. VA Barrier Free Design Standard

C. Federal Architectural Barriers Act Accessibility Standard (ABAAS)

D. Code of Federal Regulation (CFR):

40 CFR 59...............Determination of Volatile Matter Content, Water

Content, Density Volume Solids, and Weight

Solids of Surface Coating

E. Federal Specifications (Fed Spec):

MIL-PRF-8184F...........Plastic Sheet, Acrylic, Modified.

MIL-P-46144C............Plastic Sheet, Polycarbonate ahall Text Box ahall Polygon ahall Cloud

Hot Springs VA Medical Center

Project No. 568A4-21-702

10 14 00 - 3 of 6

F. National Fire Protection Association (NFPA):

101-2021................Life Safety Code

PART 2 - PRODUCTS

2.1 SIGNAGE GENERAL

A. Provide signs of type, size and design shown on the construction documents.

B. Provide signs complete with lettering, framing and related components for a complete installation.

C. Provide graphics items as completed units produced by a single manufacturer, including necessary mounting accessories, fittings and fastenings.

D. Do not scale construction documents for dimensions. Verify dimensions and coordinate with field conditions. Notify Contracting Officer

Representative (COR) of discrepancies or changes needed to satisfy the requirements of the construction documents.

2.2 INTERIOR SIGN MATERIALS

A. Door signage shall match room door signage provided as part of project

585-16-112 568A4-21-702 install server room.

B. Provide component system signs with quarry blue finish.

C. Signage

1. Sign shall be made from a matching material that provides for letters, numbers and Braille to be integral with sign. Do not apply letters, numbers and Braille with adhesive.

2. Numbers, letters and Braillie to be raised 0.8 mm (1/32 inches) from the background surface. The draft of the letters, numbers and Braille to be tapered, vertical and clean.

3. Braille Dots: Conform with ANSI A117.1 for Braille position and layout; (a) Dot base diameter: 1.5 mm (0.59 inches)(b)Inter-dot spacing: 2.3 mm (0.090 inches) (c) Horizontal separation between cells:

6.0 mm (.241 inches) (d) Vertical separation between cells: 10.0 mm

(.395 inches)

D. Fire Extinguisher Signs

1. Three dimensional sign equal to Manufacture Prinzing Model No.

V1FE15A, Fire Extinguisher sign, 6”x9”, Red background with White ahall Text Box ahall Polygon ahall Cloud ahall Text Box ahall Polygon

Hot Springs VA Medical Center

Project No. 568A4-21-702

10 14 00 - 4 of 6

Letters and Graphics. Mount above fire extinguisher cabinet per fire department direction.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Locate signs on the handle side of adjacent wall match the mounting dimensions of existing signage. of as shown on the construction documents at each telecommunications room or other new or renovated spaces included in this project.

B. Mount signs in proper alignment, level and plumb according to the construction documents and the dimensions given on elevation and Sign

Location Plans. When exact position, angle, height or location is not clear, contact COR for resolution.

C. At completion of sign installation, clean exposed sign surfaces. Clean and repair adjoining or adjacent surfaces that became soiled or damaged as a result of installation of signs.

- - - END - - -

Text Box ahall Polygon

Hot Springs VA Medical Center

Project No. 568A4-21-702

10 14 00 - 5 of 6

See drawing sheet 00-GI-003 for a photo of existing room signage to be matched from

Hot Springs VA building 12.

ahall Text Box ahall Polygon

Hot Springs VA Medical Center

Project No. 568A4-21-702

10 14 00 - 6 of 6

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HOT SPRINGS, SD 1/19/2022

Electronic Health Records

Management (EHRM) Infrastructure

Upgrades

Project No. 568A4-21-702

23 08 00 - 1 of 6

COMMISSIONING OF HVAC SYSTEMS

SECTION 23 08 00

PART 1 - GENERAL

1.1 DESCRIPTION

A. The requirements of this Section apply to all sections of

Division 23.

B. This project will have selected building systems commissioned.

See Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS.

C. The commissioning process, which the Contractor is responsible to execute, is defined in Section 01 91 00, GENERAL

COMMISSIONING REQUIRMENTS.

D. A Commissioning Agent (CxA) appointed and provided by the VA will manage the commissioning process.

1.2 RELATED WORK

A. The requirements of this Section apply to all sections of

Division 23.

B. Section 01 00 00, GENERAL REQUIREMENTS.

C. Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

D. Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS.

E. Section 13 05 41, NOISE AND VIBRATION CONTROL FOR HVAC PIPING

AND EQUIPMENT.

F. Section 23 05 93, TESTING, ADJUSTING, AND BALANCING FOR HVAC.

G. Section 23 09 23, DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC.

1.3 SUMMARY

A. This Section includes requirements for commissioning the HVAC systems, related subsystems, and related equipment. This

Section supplements the general requirements specified in

Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS.

B. Refer to Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS for more details regarding processes and procedures as well as roles and responsibilities for all Commissioning Team members.

1.4 DEFINITIONS

A. Refer to Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS for definitions.

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Upgrades

Project No. 568A4-21-702

23 08 00 - 2 of 6

1.5 COMMISSIONED SYSTEMS

A. Commissioning of a system or systems specified in Division 23 is part of the construction process. Documentation and testing of these systems, as well as training of the VA’s Operation and

Maintenance personnel in accordance with the requirements of

Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS, and of

Division 23, is required in cooperation with the VA and the VA's

Commissioning Agent.

B. The HVAC systems commissioning will include the systems listed in Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS.

1.6 SUBMITTALS

A. The commissioning process requires review of selected Submittals that pertain to the systems to be commissioned. The

Commissioning Agent will provide a list of submittals that will be reviewed by the Commissioning Agent. This list will be reviewed and approved by the VA prior to forwarding to the

Contractor. Refer to Section 01 33 23, SHOP DRAWINGSS, PRODUCT

DATA, AND SAMPLES for further details.

B. The commissioning process requires Submittal review simultaneously with engineering review. Specific submittal requirements related to the commissioning process are specified in Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS.

1.7 APPLICABLE PUBLICATIONS

A. The following publications form a part of this specification to the extent indicated by the reference thereto. In text the publications are referenced to by the acronym of the organization.

B. Department of Veterans Affairs (VA):

1. PG 18-10 2007 Mission Critical Facilities - DRAFT

2. PG 18-10 2007 Life-Safety Protected Facilities - DRAFT

C. American Society of Heating, Refrigerating and Air Conditioning

Engineers, Inc. (ASHRAE):

1. HANDBOOK 2019 HVAC Applications ASHRAE Handbook, Chapter 39, Testing, Adjusting, and Balancing, Chapter 44, HVAC

Commissioning and Chapter 49, Sound and Vibration Control

2. HANDBOOK 2017 HVAC Fundamentals ASHRAE Handbook, Chapter 8, Sound and Vibration

D. Associated Air Balance Council (AABC):

1. 7th Edition 2016 AABC National Standards for Total System

Balance

Upgrades

Project No. 568A4-21-702

23 08 00 - 3 of 6

E. National Environmental Balancing Bureau (NEBB):

1. 9th Edition 2019 Procedural Standards for Testing, Adjusting, Balancing of Environmental Systems

2. 3rd Edition 2015 Procedural Standards for the Measurement of

Sound and Vibration

3. 2rd Edition 2019 Standard for Whole Building Technical

Commissioning of New Construction

F. Sheet Metal and Air Conditioning Contractors National

Association (SMACNA):

1. 006-2006 HVAC Duct Construction Standard – Metal and

Flexible Duct

2. 3rd Edition-2005 HVAC Systems Testing, Adjusting and

Balancing

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 CONSTRUCTION INSPECTIONS

A. Commissioning of HVAC systems will require inspection of individual elements of the HVAC systems construction throughout the construction period. The Contractor shall coordinate with the Commissioning Agent in accordance with Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS and the Commissioning plan to schedule HVAC systems inspections as required to support the

Commissioning Process.

3.2 PRE-FUNCTIONAL CHECKLISTS

A. The Contractor shall complete Pre-Functional Checklists to verify systems, subsystems, and equipment installation is complete and systems are ready for Systems Functional

Performance Testing. The Commissioning Agent will prepare Pre-

Functional Checklists to be used to document equipment installation. Refer to Section 13 05 41, NOISE AND VIBRATION

CONTROL FOR HVAC PIPING AND EQUIPMENT, Section 23 05 93, TESTING, ADJUSTING, AND BALANCING FOR HVAC, and Section 23 09

23, DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC. The Contractor shall complete the checklists. Completed checklists shall be submitted to the VA and to the Commissioning Agent for review.

The Commissioning Agent may spot check a sample of completed checklists. If the Commissioning Agent determines that the information provided on the checklist is not accurate, the

Commissioning Agent will return the marked-up checklist to the

Contractor for correction and resubmission. If the

Commissioning Agent determines that a significant number of completed checklists for similar equipment are not accurate, the

Commissioning Agent will select a broader sample of checklists

Upgrades

Project No. 568A4-21-702

23 08 00 - 4 of 6 for review. If the Commissioning Agent determines that a significant number of the broader sample of checklists is also inaccurate, all the checklists for the type of equipment will be returned to the Contractor for correction and resubmission.

Refer to Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS for submittal requirements for Pre-Functional Checklists, Equipment Startup Reports, and other commissioning documents.

3.3 CONTRACTORS TESTS

A. Contractor tests as required by other sections of Division 23 shall be scheduled and documented in accordance with Section 01

00 00, GENERAL REQUIREMENTS. All testing shall be incorporated into the project schedule. Contractor shall provide no less than seven calendar days’ notice of testing. The Commissioning

Agent will witness selected Contractor tests at the sole discretion of the Commissioning Agent. Contractor tests shall be completed prior to scheduling Systems Functional Performance

Testing.

3.4 SYSTEMS FUNCTIONAL PERFORMANCE TESTING

A. The Commissioning Process includes Systems Functional

Performance Testing that is intended to test systems functional performance under steady state conditions, to test system reaction to changes in operating conditions, and system performance under emergency conditions. The Commissioning Agent will prepare detailed Systems Functional Performance Test procedures for review and approval by the VA's COR. The

Contractor shall review and comment on the tests prior to approval. The Contractor shall provide the required labor, materials, and test equipment identified in the test procedure to perform the tests. The Commissioning Agent will witness and document the testing. The Contractor shall sign the test reports to verify tests were performed.

1. See Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS for additional requirements.

3.5 TRAINING OF VA PERSONNEL

A. Training of the VA operation and maintenance personnel is required in cooperation with the VA's COR and Commissioning

Agent. Provide competent, factory authorized personnel to provide instruction to operation and maintenance personnel concerning the location, operation, and troubleshooting of the installed systems. Contractor shall submit training agendas and trainer resumes in accordance with the requirements of Section

01 91 00. The instruction shall be scheduled in coordination with the VA COR after submission and approval of formal training plans.

Upgrades

Project No. 568A4-21-702

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1. Refer to Section 01 91 00, GENERAL COMMISSIONING

REQUIREMENTS and Division 23 Sections for additional

Contractor training requirements.

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HOT SPRINGS VA MEDICAL CENTER 100% FINAL DOCUMENTS

HOT SPRINGS, SD 02/23/2022

Electronic Health Records Modernization 28 08 00 - 1 of 4

(EHRM)Infrastructure Upgrades COMMISSIONING OF ELECTRONIC

Hot Springs VA Medical Center SAFETY AND SECURITY SYSTEMS

VA Project No. 568A4-21-702

SECTION 28 08 00

COMMISSIONING OF ELECTRONIC SAFETY AND SECURITY SYSTEMS

PART 1 - GENERAL

1.1 DESCRIPTION

A. The requirements of this Section apply to all sections of Division 28.

B. This project will have selected building systems commissioned. The complete list of equipment and systems to be commissioned is specified in

Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS. The commissioning process, which the Contractor is responsible to execute, is defined in

Section 01 91 00 GENERAL COMMISSIONING REQUIRMENTS. A Commissioning Agent

(CxA) appointed by the VA will manage the commissioning process.

1.2 RELATED WORK

A. Section 01 00 00 GENERAL REQUIREMENTS.

B. Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS.

C. Section 01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.3 SUMMARY

A. This Section includes requirements for commissioning the Facility electronic safety and security systems, related subsystems and related equipment. This Section supplements the general requirements specified in Section 01 91 00 General Commissioning Requirements.

B. Refer to Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS for more details regarding processes and procedures as well as roles and responsibilities for all Commissioning Team members.

1.4 DEFINITIONS

A. Refer to Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS for definitions.

1.5 COMMISSIONED SYSTEMS

A. Commissioning of a system or systems specified in Division 28 is part of the construction process. Documentation and testing of these systems, as well as training of the VA’s Operation and Maintenance personnel in accordance with the requirements of Section 01 91 00 and of Division 28, is required in cooperation with the VA and the Commissioning Agent.

B. The Facility exterior closure systems commissioning will include the systems listed in Section 01 91 00 General Commissioning Requirements:

1.6 SUBMITTALS

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Electronic Health Records Modernization 28 08 00 - 2 of 4

A. The commissioning process requires review of selected Submittals that pertain to the systems to be commissioned. The Commissioning Agent will provide a list of submittals that will be reviewed by the Commissioning

Agent. This list will be reviewed and approved by the VA prior to forwarding to the Contractor. Refer to Section 01 33 23 SHOP DRAWINGS, PRODUCT DATA, and SAMPLES for further details.

B. The commissioning process requires Submittal review simultaneously with engineering review. Specific submittal requirements related to the commissioning process are specified in Section 01 91 00 GENERAL

COMMISSIONING REQUIREMENTS.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 CONSTRUCTION INSPECTIONS

A. Commissioning of Electronic Safety and Security systems will require inspection of individual elements of the electronic safety and security systems throughout the construction period. The Contractor shall coordinate with the Commissioning Agent in accordance with Section 01 91

00 and the Commissioning plan to schedule electronic safety and security systems inspections as required to support the Commissioning Process.

3.2 PRE-FUNCTIONAL CHECKLISTS

A. The Contractor shall complete Pre-Functional Checklists to verify systems, subsystems, and equipment installation is complete and systems are ready for Systems Functional Performance Testing. The Commissioning

Agent will prepare Pre-Functional Checklists to be used to document equipment installation. The Contractor shall complete the checklists.

Completed checklists shall be submitted to the VA and to the Commissioning

Agent for review. The Commissioning Agent may spot check a sample of completed checklists. If the Commissioning Agent determines that the information provided on the checklist is not accurate, the Commissioning

Agent will return the marked-up checklist to the Contractor for correction and resubmission. If the Commissioning Agent determines that a significant number of completed checklists for similar equipment are not accurate, the Commissioning Agent will select a broader sample of checklists for review. If the Commissioning Agent determines that a significant number of the broader sample of checklists is also inaccurate, all the checklists for the type of equipment will be returned to the

Contractor for correction and resubmission. Refer to SECTION 01 91 00

Electronic Health Records Modernization 28 08 00 - 3 of 4

GENERAL COMMISSIONING REQUIREMENTS for submittal requirements for Pre-

Functional Checklists, Equipment Startup Reports, and other commissioning documents.

3.3 CONTRACTORS TESTS

A. Contractor tests as required by other sections of Division 28 shall be scheduled and documented in accordance with Section 01 00 00 GENERAL

REQUIREMENTS. All testing shall be incorporated into the project schedule. Contractor shall provide no less than 7 calendar days’ notice of testing. The Commissioning Agent will witness selected Contractor tests at the sole discretion of the Commissioning Agent. Contractor tests shall be completed prior to scheduling Systems Functional Performance

Testing.

3.4 SYSTEMS FUNCTIONAL PERFORMANCE TESTING

A. The Commissioning Process includes Systems Functional Performance Testing that is intended to test systems functional performance under steady state conditions, to test system reaction to changes in operating conditions, and system performance under emergency conditions. The Commissioning

Agent will prepare detailed Systems Functional Performance Test procedures for review and approval by the Resident Engineer. The

Contractor shall review and comment on the tests prior to approval. The

Contractor shall provide the required labor, materials, and test equipment identified in the test procedure to perform the tests. The Commissioning

Agent will witness and document the testing. The Contractor shall sign the test reports to verify tests were performed. See Section 01 91 00

GENERAL COMMISSIONING REQUIREMENTS, for additional details.

3.5 TRAINING OF VA PERSONNEL

A. Training of the VA operation and maintenance personnel is required in cooperation with the Resident Engineer and Commissioning Agent. Provide competent, factory authorized personnel to provide instruction to operation and maintenance personnel concerning the location, operation, and troubleshooting of the installed systems. Contractor shall submit training agendas and trainer resumes in accordance with the requirements of Section 01 91 00. The instruction shall be scheduled in coordination with the VA Resident Engineer after submission and approval of formal training plans. Refer to Section 01 91 00 GENERAL COMMISSIONING

REQUIREMENTS and Division 28 Sections for additional Contractor training requirements.

Electronic Health Records Modernization 28 08 00 - 4 of 4

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1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF/ HERSELF WITH THE

SCOPE OF WORK.

2. THE DEMOLITION NOTES PROVIDE A GENERAL DESCRIPTION OF THE ITEMS AND AREAS

REQUIRING REMOVAL. THE CONTRACTOR SHALL FIELD VERIFY ACTUAL QUANTITIES

AND LOCATIONS OF ALL INDICATED ITEMS AS NECESSARY TO COMPLETE THE SCOPE OF

WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

3. COORDINATE WITH OWNER FOR ANY EQUIPMENT TO BE SALVAGED. UNLESS

SPECIFICALLY SCHEDULED FOR REUSE, DEMOLISHED MATERIALS SHALL BECOME THE

POSSESSION OF THE CONTRACTOR AND SHALL BE IMMEDIATELY REMOVED FROM THE

SITE.

4. REMOVE MATERIALS FROM SITE AND DISPOSE OF IN A LEGAL MANNER AT NO

ADDITIONAL EXPENSE TO OWNER

5. DEBRIS FROM THE DEMOLITION SHALL NOT BE ALLOWED TO ACCUMULATE WITHIN THE

BUILDING OR ON THE SITE.

6. REMOVE FROM SITE ANY CONTAMINATED, VERMIN INFESTED, OR DANGEROUS

MATERIALS ENCOUNTERED AND DISPOSE OF BY SAFE MEANS SO AS NOT TO ENDANGER

HEALTH OF WORKERS AND PUBLIC.

7. BURNING OF MATERIALS ON SITE IS NOT PERMITTED.

8. CLEAN-UP: MUST MEET GOVERNING DUST CONTROL CODES.

9. NOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH

THEIR REQUIREMENTS.

10. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING

AND SHORING.

11. CARRY OUT DEMOLITION WORK TO CAUSE AS LITTLE INCONVENIENCE TO ANY

ADJACENT OCCUPIED BUILDING OR SITE AS POSSIBLE AND WITH MINIMUM

INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES. MAINTAIN PROTECTED EGRESS AND

ACCESS AT ALL TIMES.

12. CONTRACTOR SHALL PROVIDE TEMPORARY DUST AND CONSTRUCTION SEPARATION

WALLS AS REQUIRED TO SHIELD THE PUBLIC FROM NOISE, DUST, WEATHER, AND OTHER

HAZARDS THAT MAY BE EXPOSED AS A RESULT OF THE DEMOLITION WORK.

SEE SPECIFICATION SECTION 01 35 26 FOR DETAILS AND DEMOLITION DRAWINGS FOR

LOCATIONS.

13. PERFORM CUTTING OF EXISTING CONCRETE AND MASONRY WITH SAWS AND CORE

DRILLS. DO NOT USE JACK-HAMMERS EXCEPT WHERE PERMITTED BY OWNER.

14. BREAK CONCRETE AND MASONRY INTO SECTIONS LESS THAN 3 FEET IN ANY

DIMENSION.

15. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE EXISTING

STRUCTURAL ELEMENTS REMAIN UNDAMAGED THROUGHOUT CONSTRUCTION, UNLESS

SPECIFICALLY NOTED ON DEMOLITION PLAN. IT IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR TO IDENTIFY AND PROVIDE ANY SHORING, BRACING, OR TEMPORARY

STRUCTURE, AND TO COORDINATE WITH STRUCTURAL ENGINEER AS REQUIRED.

16. ALL PUBLIC UTILITIES TO REMAIN IN OPERATION THROUGHOUT CONSTRUCTION.

CONTRACTOR TO COORDINATE ANY TEMPORARY SERVICES REQUIRED TO MAINTAIN

BUSINESS OPERATIONS.

17. SEE ENGINEERING DRAWINGS FOR DUCTWORK, DIFFUSER, PLENUM BOX, ETC.

DEMOLITION AND/OR PROTECTION. COORDINATE WITH MECHANICAL ENGINEER.

18. FIRE SAFETY MUST BE MAINTAINED FOR ALL PERSONNEL WORKING ON THE FLOOR. ALL

FIRE STAIRS, ALARMS, SPEAKERS, ETC. MUST REMAIN ACCESSIBLE AND OPERABLE AT

ALL TIMES. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT THIS

EQUIPMENT. IMMEDIATELY NOTIFY BUILDING SECURITY AND BUILDING MANAGER OF

DAMAGED OR DISABLED SYSTEMS AND REPAIR OR REPLACE DAMAGED SYSTEMS

IMMEDIATELY. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND

FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE

ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS.

19. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN

QUESTION WITH THE OWNER BEFORE PROCEEDING. IMMEDIATELY STOP WORK IF

HAZARDOUS MATERIALS ARE FOUND AND CONTACT THE OWNER'S REPRESENTATIVE.

20. SEE TELECOMMUNICATION DRAWINGS FOR REMOVAL OF ANY EQUIPMENT, CABLING

SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE.

VERIFY WITH TELEPHONE COMPANIES, SERVICE OWNER OR TENANT

DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW

CONSTRUCTION DELAYS.

21. PROVIDE FOR FIRE PROOFING REPAIR AS REQUIRED AT STRUCTURAL STEEL, TO THE

ORIGINAL RATING WHERE CONSTRUCTION TRADES REMOVE EXISTING FIRE PROOFING.

REPAIR ANY DAMAGE OR PENETRATIONS IN RATED ASSEMBLIES TO CONFORM TO THEIR

ORIGINAL LISTING REQUIREMENTS AND TO MAINTAIN FIRE PROTECTION AND

SEPARATION AS ORIGINALLY DESIGNED.

22. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN

"BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE

REMOVED.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE

CAUSED BY HIM OR HIS SUBCONTRACTORS. REFINISH TO MATCH EXISTING ADJACENT

FINISH, OR AS NOTED HEREIN.

24. FOR AREAS NOT IN DEMOLITION SCOPE OF WORK, PROTECT AS REQUIRED, ALL

SURFACES, EQUIPMENT, FIXTURES AND HARDWARE DURING DEMOLITION AND/OR

CONSTRUCTION.

25. PRIOR TO DEMOLITION, INVESTIGATE WALLS FOR CONCEALED PIPING AND INFORM

OWNER/ARCHITECT OF ANY CONDITION NOT DOCUMENTED IN CONTRACT DRAWINGS.

DEMO DESIGNATED WALL BASES, WALL FRAMING, BATT INSULATION AND GYPSUM

BOARD. DEMO CONDUITS AND RECEPTACLES, REFERENCE ELECTRICAL DEMO PLAN

FOR ADDITIONAL INFORMATION.

26. ALL EXISTING DIRECTIONAL SIGNAGE TO BE REMOVED UNLESS NOTED OTHERWISE.

27. WHERE NOTED, REMOVE FLOORING DOWN TO TOP OF CONC. SLAB, INCLUDING

ADHESIVES, TRANSITION STRIPS, AND OTHER ASSOCIATED ELEMENTS, TYP., UNLESS

NOTED OTHERWISE. PREPARE REMAINING SURFACES TO RECEIVE NEW FINISHES.

DEMOLITION NOTES

HAZARDOUS MATERIALS NOTES

± 36" PATH

ASSUMED ROUTE FOR CABLE,

CONDUIT, AND/OR CABLE TRAY

1. REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION. ALL INFORMATION REGARDING EXISTING CONDITIONS IS BASED UPON

OWNER-SUPPLIED DOCUMENTS AND MAY NOT PRECISELY REFLECT FIELD

CONDITIONS.

2. PROVIDE ALL BACKING FOR MILLWORK, GRAB BARS, AND ANY AND ALL WALL MOUNTED

EQUIPMENT OR ACCESSORIES; COORDINATE LOCATIONS.

3. ALL DIMENSIONS ARE FROM STRUCTURAL OR UNFINISHED FACE OF STUD, UNLESS

OTHERWISE NOTED.

4. PROVIDE A SMOOTH AND LEVEL FINISH FLOOR, TYP. PATCH AND REPAIR ALL

INCONSISTENCIES IN FLOOR ELEVATIONS.

5. PATCH AND REPAIR ANY / ALL WALL SURFACES AS REQUIRED TO PROVIDE SUITABLE

SUBSTRATE FOR FINISHES.

6. REFER TO DOOR AND FRAME SCHEDULE FOR DOORS REQUIRING ADA ACCESS

CONTROL.

7. PROVIDE ACOUSTICAL SEALANT AROUND WALL EDGES, TOP AND BOTTOM, AND

PENETRATIONS, AND INSTALL PUTTY PADS AROUND ELECTRICAL BOXES WHERE

PARTITION CONTAINS ACOUSTICAL INSULATION.

8. ALL TELECOMMUNICATION ROOMS ARE TO HAVE EXPOSED STRUCTURE UNLESS

NOTED OTHERWISE, NO CEILINGS SPECIFIED.

FLOOR PLAN NOTES

REFLECTED CEILING PLAN NOTES

1. REFER TO ELECTRICAL SHEETS FOR FIXTURE TYPES, SWITCHING, AND SPECIAL

SYSTEMS.

2. REFER TO MECHANICAL SHEETS FOR DIFFUSER AND DUCTING LAYOUTS.

3. REFERENCE EXTERIOR FINISH LEGEND FOR EXTERIOR PAINT COLORS; REFERENCE

FINISH SCHEDULE FOR INTERIOR PAINT COLORS AND FINISH.

1. REMOVAL OF HAZARDOUS MATERIALS FROM THE BUILDING MUST FOLLOW STATE AND

FEDERAL REGULATIONS, AS WELL AS LOCAL LAWS WHEN APPLICABLE. DRAWINGS

DIAGRAM THE KNOWN ACM MATERIALS AFFECTED BY THE “WORK” AND THESE

QUANTITIES FORM THE BASE BID OF THE CONTRACT. REFER TO MECHANICAL,

ELECTRICAL, AND TELECOMM DRAWINGS FOR SPECIFIC ROUTING, PENETRATIONS,

ETC. COORDINATE ALL HAZMAT CONDITIONS WITH ARCHITECTURAL PLANS.

2. ASBESTOS TESTING OF ALL MATERIALS AFFECTED WITHIN PROJECT SCOPE PRIOR TO

DEMOLITION UNLESS OTHERWISE NOTED IS REQUIRED. REFER TO SPECIFICATION

SECTION 02 82 11 FOR MATERIAL PRE-TESTED, UANTITIES, AND MECHANICAL DRAWINGS

FOR SPECIFIC PENETRATIONS AND CABLE ROUTING TO DATA PORTS IN EACH ROOM.

3. AT COMPLETION OF TESTING CONTRACTOR WILL PROVIDE A REPORT WHIC WILL

INCLDUDE MATERIAL LOCATION, DESCRIPTION, AND QUANTITY.

4. REFER TO ACM REPORT TO BE PROVIDED BY THE VA

1. PRESSURE INDICATOR MUST BE AT -0.01 OR MORE NEGATIVE PRESSURE (VERIFY

TWICE A DAY IN WRITTING) - IF NOT, VERIFY ALL OPENINGS (SUCH AS DOORS) ARE

CLOSED AND/OR CHANGE OUT NEGATIVE AIR PRE-FILTER. METER MUST READ

CONTINOUSLY.

2. CONTRACTOR SHALL DEVELOPE A DAILY CHECK LIST FOR CONSTRUCTION

OVERSIGHT TUNED TO THE QUALITY ASSURANCE PLAN WHICH CAPTURED MOST

ERRORS. THIS MAY EVOLVE TO A LIVING DOCUMENT PENDING ISSUES

ENCOUNTERED.

3. REFER TO SPEC SECTION 01 35 26 AND DEMOLITION DRAWINGS FOR ICRA

REQUIREMENTS BASED ON DURATION / EXTENT OF WORK AND RISK FACTOR

INFECTION CONTROL NOTES

1. REFER TO SPEC SECTION 10 44 13 "SIGNAGE" FOR PRODUCT DETAILS. INTENT IS TO

MATCH THE EXISTING ROOM SIGNS (UPPER PORTION WITH ROOM NUMBER ONLY) IN

BUILDING 12 AS SHOWN BELOW

2. REMOVE AND TURN OVER TO OWNER, ALL SIGNAGE THAT IS TO BE REPLACED PER THE

SIGNAGE SCHEDULE BELOW

BUILDING ROOM No & SIGNAGE TEXT QUANTITY (EACH SIGN) 01 B003A, 113C, 217C, 315C, 204A, 206A, 305A, 306A 1

01 EXIT STAIR 4

01 EXIT (INSIDE BUILDING TO EXIT CORRIDOR) 2

02 B1B, 222 1 03 103 1 04 04, 103, 203 1 05 211 1 06 115 1 07 110 1 08 107 1 10 B007A 2 11 001 1

12 A038, TB13 (SALAVAGE AND REINSTALL ROOM SIGN AT NEW ENTRANCE)

12 C004, D003, C106, C208, B03, 404C 1 14 105 1 53 102B 1

65 109A (REINSTALL EXISTING SIGN AT DOOR 109.3) 1

66 132 1

EXTRA PROVIDE 10 ADDITIONAL SIGNS WITH ROOM NUMBERS TBD 10

(GC TO VERIFY) TOTAL 47

3. INSTALLATION

ROOM SIGNAGE NOTES

MATCH ROOM NUMBER &

BRAILE PORTION ONLY

LOWER PORTION NOT USED

IN THIS PROJECT

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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PROGRAM

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ACTIVITY

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GENERAL NOTES

GDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

LMTMP02/23/2022

100% CD FINAL

SOLUTION

ARCHITECTA/E:

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

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GENERAL NOTES

GDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

LMTMP02/23/2022

100% CD FINAL

SOLUTION

ARCHITECTA/E:

FULLY SPRINKLERED

Revisions: Date:

Revision 1 06/30/22

Revisions: Date:

Revision 1 06/30/22

A - FLUSH

A B - MASONRY C D - MASONRY

METAL STUD WALL

ANCHOR LOCATION

H.M. FRAME, PAINT

FINISH FLOOR

CEILING TRACK

3/4" CHANNEL - WELD OR

SADDLE TIE TO EACH STUD

DOUBLE STUDS AT DOOR JAMBS (ADD

THIRD STUD ABOVE DOOR HEAD FOR

G.B. CONTROL JT. PER ARCHT'S DESIGN

RQMTS)

WOOD STUDS AT 16" O.C.

FLOOR TRACK

DOOR FRAME ANCHORS

NOTE: LOCATE JAMB ANCHORS ABOVE

HINGE REINFORCEMENT AND JUST

BELOW TOP REINFORCEMENT - CLIPS ON

STRIKE SIDE OCCUR DIRECTLY OPPOSITE

OF THOSE ON THE HINGE SIDE

METAL STUD ANCHOR SECTIONHOLLOW METAL FRAME ELEVATION

/2

2'

2'

2'

8"

3'

3'

3'

3'

1"

CENTERLINE OF DEADLOCK

CENTERLINE OF HOSPITAL

PUSH-PULL PLATE

CENTERLINE OF PUSH-PULL

BAR AND PULL

CENTERLINE OF LEVER

HANDLE ON LOCK OR LATCH

AND CROSS BAR ON FIRE

EXIT DEVICE

FINISHED FLOOR

GYPSUM WALLBOARD

ON METAL STUDS - SEE

PARTITION TYPES

P.LAM DOOR

HOLLOW METAL FRAME

JAMB, PROFILE AS

SCHEDULED

1/ 2"

T H

IC

K

N E

S S

P A

R T

IT

IO

N 1/

2"

CONTINUOUS SEALANT

AT PERIMETER OF

FRAME

SEAL PERIMETER OF

FRAME

JAMB ANCHOR

2"

FINISHED FACE OF

INTERSECTING

PARTITION

NOTE: SEE DETAIL FOR ANCHORING LOCATIONS/11 00-GI-006

1/2"1/2"

THICKNESS

PARTITION

SEALAN AT PERIMETER

OF JAMB, BOTH SIDES

DOOR SLAB

TYPICAL HEAD FRAMING STEEL

TRACK

FRAME HEAD AS SCHEDULED

PROFILE

SEE PARTITION TYPES

DOUBLE STUDS NESTED IN STEEL

TRACK TOP AND BOTTOM AT

OPENINGS OVER 3'-6" WIDE

1/8" MIN. + CLEAR WIDTH DIMENSION

SEALANT AT PERIMETER

OF JAMB, BOTH SIDES

DOOR SLAB

SHIM

DOUBLE METAL STUDS

FRAME JAMB AS SCHEDULED PROFILE

SEE PARTITION TYPESTHICKNESS

PARTITION

HOLLOW METAL FRAME

GYPSUM WALLBOARD ON METAL

STUDS - SEE PARTITION TYPES

P.LAM DOOR

HOLLOW METAL FRAME JAMB,

PROFILE AS SCHEDULED

1/ 2"

T H

IC

K

N E

S S

P A

R T

IT

IO

N 1/

2"

SEALANT

SEAL PERIMETER OF FRAME

NON-RATED CORNER

JAMB ANCHOR

P.LAM DOOR

HOLLOW METAL FRAME JAMB,

PROFILE AS SCHEDULED

1/ 2"

T H

IC

K

N E

S S

P A

R T

IT

IO

N 1/

2"

SEALANT

SEAL PERIMETER OF FRAME

JAMB ANCHOR

RATED CORNER

CONTINUOUS GYPSUM BOARD TO

MAINTAIN INTEGRITY OF RATED

ASSEMBLY

2"

TAPERED VINYL

EDGE STRIP

NOTE: CENTER SEAMS AND/OR VINYL EDGE STRIPS UNDER DOOR UNLESS OTHERWISE NOTED.

LC

VCT/SHT.V.

DOOR

CARP. TYPE 1

DOOR

DOOR

VCT/SHT.V.

VCT

CARP.

SEAM UNDER

DOOR

CARP. TYPE 2

CONC. FL.

SHT.V.

SEAM UNDER

DOOR

CONC.

DOORVINYL EDGE

STRIP

FEATHER LEVELING

COMPOUND TO PROVIDE

OF FLUSH TRANSITION

DOOR

MTL.TRANS.

STRIP

CER. TILE

DOOR

VCT

VINYL EDGE

STRIP

CARP.

20"

DOOR

CER. TILE

TRANS.STRIP

MTL. TRANS. STRIP

FEATHER LEVELING

COMPOUND TO PROVIDE

OF FLUSH TRANSITION

CARPET

LC

20"

JAMB / HEAD DETAIL

2" 5/8"

1/ 2"

T H

IC

K

N E

S S

P A

R T

IT

IO

N 1/

2"

/1 6"

9/

ALL WELDED

CLOSURE PLATE A

EXPOSED ENDS

APPLIED GLAZING

STOP WHERE

REQUIRED

3/4" EXPANDED STAINLESS STEEL MESH

WELD EXPANDED STAINLESS STEEL MESH TO

2" TUBE STEEL STAINLESS STEEL FRAME

MECHANICAL UNIT

4" X 4" 1/4" STAINLESS STEEL PLATE

WELDED TO 2" STAINLESS STEEL TUBE

FRAME ANCHORED TO CONCRETE SLAB

VERIFY WITH MANUFACTURE THE SIZE OF MECHANICAL UNIT BEFORE

STAINLESS STEEL TUBE FRAMES ARE CONSTRUCTED AND ALSO VERIFY SIZE OF

THE CONCRETE PAD BEFORE IT IS POURED

3/4" EXPANDED STAINLESS STEEL MESH

WELD EXPANDED STAINLESS STEEL MESH TO

2" TUBE STEEL STAINLESS STEEL FRAMESLOPE TUBE STEEL 2" PER

FOOT AWAY FROM BUILDING

SEE DETAIL FOR ROOF

MOUNTED LOCATIONS

MECHANICAL UNIT

EXISTING BUILDING WALL

INSULATED PROTECTIVE

PENETRATION OUTLET

EXTERIOR WALL SEAL

PENETRATION OUTLET

3" C

LE

A

R M

IN

EXISTING BUILDING WALL

CONCRETE SLAB REFER CIVIL DRAWINGS

/4 00-GI-006

FIELD VERIFY

MATCH EXISTING ROOF ASSEMBLY,

FOLLOW MANUFACTURER'S PATCHING

DETAILS

WRAP ROOF MEMBRANE

OVER SUPPORT

EXISTING DECK

CONTINUOUS BEAD OF

EPDM FLASHING EDGE

SEALANT. ALL AROUND

LEG OR BASE.

MECHANICAL UNIT SUPPORT

FRAME OR LEG

CARLISLE OR FIRESTONE

RUBBER WALKWAY PADS

EXISTING ROOF INSULATION

NEW SPRAY FOAM INSULATION

NOTE: 2X BLOCKING (DEPT TO BE EQUAL TO ROOF INSULATION THICKNESS, DETERMINED IN FIELD.)

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

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00-GI-006

DOOR SCHEDULE AND DETAILS

GDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

PGTMP02/23/2022

100% CD FINAL

SOLUTION

ARCHITECTA/E:

FULLY SPRINKLERED

DOOR SCHEDULE

DOOR

NUMBER

DIMENSIONS DOOR FRAME

HARDWARE

FIRE

RATING COMMENTSWIDTH HEIGHT

THICKNE

SS

DOOR

TYPE

DOOR

PANEL TYPE

DOOR

MATERIAL

DOOR

FINISH

DOOR

PAIR

FRAME

TYPE

FRAME

MATERIAL

FRAME

FINISH

01-113B.0 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001 90 MIN.

01-217B.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 007 90 MIN.

01-217C.0 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

01-315B.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 007 90 MIN.

01-315C.0 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

01-B003A.0 3' - 0" 7' - 10" 1 3/4" A FLUSH HM PAINT A HM PAINT 004

01-B003B.0 3' - 0" 7' - 10" 1 3/4" A FLUSH HM PAINT A HM PAINT 005

02-222.0 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

02-B1A.0 5' - 6" 7' - 0" 1 3/4" A FLUSH Yes A HM EXISTING RELOCATED DOOR, FRAME, AND HARDWARE

02-B1B.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 001 45 MIN

03-103.1 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

05-211.1 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

06-102.1 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

07-110.0 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001 PROVIDE HARDWARE FOR IN-SWING DOOR

08-107.0 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001 NEW DOOR IN EXISTING OPENING

10-B007.1 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 007 45 MIN.

10-B007.2 2' - 6" 7' - 0" 1 3/4" A FLUSH HM PAINT A PAINT PAINT 007 45 MIN. NEW DOOR IN EXISTING OPENING

11-001.0 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

12-404C.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

12-A038.0 6' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT Yes C HM PAINT 002

12-A119.1 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT C HM PAINT 001

12-B001A.0 2' - 4" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001 CARD READER

12-B303.0 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

12-C004.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

12-C106D.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

12-C208.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

12-D003.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 001 INSTALL IN EXISTING GYPSUM BOARD OPENING

14-105.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 001 45 MIN.

18-002.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 007

53-102B.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 001

53-104.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT EXISTING RELOCATED DOOR, FRAME, AND HARDWARE

65-100B.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 004 NEW DOOR IN EXISTING OPENING

65-109.3 6' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT Yes C HM PAINT 002 45 MIN.

65-109A.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 006 90 MIN.

66-132.0 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 004

DOOR FRAME TYPE ELEVATIONS

DOOR PANEL TYPE ELEVATIONS

1/2" = 1'-0"11

DOOR ANCHORS

1/2" = 1'-0"12

TYPICAL HARDWARE MOUNTING

3" = 1'-0"8

TYPICAL JAMB DETAIL AT GYPSUM BOARD

3" = 1'-0"9

TYPICAL HEAD DETAIL

3" = 1'-0"10

TYPICAL DETAIL FLUSH JAMB

3" = 1'-0"5

TYPICAL FLUSH JAMB AT CORNER

3/16" = 1'-0"1

FLOOR TRANSITION DETAILS

3" = 1'-0"13

FRAME PROFILE - TYPICAL FRAME

1/2" = 1'-0"3

OUTDOOR UNIT PROTECTION DETAIL

1" = 1'-0"4

MECH EQUIPMENT ROOF MOUNT DETAIL

Revisions: Date:

Revision 1 06/30/22

1 1 1

1 1 1

1 1 1 1

1 1 1

1 1 1

CJ0001

CIVIL - DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% DOCUMENTSPROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

FLS

AJG RDR

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

FULLY SPRINKLERED

GDM

1000 W STEUBEN ST, UNIT 3

BINDGE, WA 98605

P: 541.436.4723

ADAM GOODIN, PE

01-19-2022

A/E:

568A4-21-702

DETECTABLE LOCATOR WARNING TAPE

NFS MATERIAL COMPACTED TO 95%

3000 PSI CONCRETE DYED ORANGE

CONDUIT/CONDUCTORS

NEW SOD TO MATCH EXISTING LAWNS

(NEW 4" CONCRETE TO MATCH

SIDEWALK CROSSINGS)

6"

4" MINIMUM CONCRETE ABOVE CONDUIT

TRENCH WIDTH AS REQUIRED

MINIMUM OF 24"

6" MINIMUM

M

IN

IM

U

M C

O

VE

R

SCALE: NTS

TRENCH DETAIL

6" 2"

2"

COMPACTED

ROCK BASE

COMPACTED,

APPROVED

SUBGRADE

CLASS "B" BASE COURSE

CLASS "C" WEARING COURSE

SCALE: NTS

ASPHALT PAVEMENT DETAILS

6" 4"

COMPACTED,

APPROVED

SUBGRADE

COMPACTED

ROCK

BASE

PCC CONCRETE

PAVEMENT SECTION AS

SPECIFIED

3300 PSI @ 28 DAYS

SCALE: NTS

CONCRETE PAVEMENT DETAILS

6" 2"

2"

COMPACTED

ROCK BASE

COMPACTED,

APPROVED

SUBGRADE

CLASS "B" BASE COURSE

CLASS "C" WEARING COURSE

SCALE: NTS

ASPHALT PAVEMENT DETAILS

6" 4"

COMPACTED,

APPROVED

SUBGRADE

COMPACTED

ROCK

BASE

PCC CONCRETE

PAVEMENT SECTION AS

SPECIFIED

3300 PSI @ 28 DAYS

SCALE: NTS

CONCRETE PAVEMENT DETAILS

2 3

FINISHED GRADE

DUCTILE IRON,

SCHEDULE 40, OR C900

PVC PIPE AND FITTINGS

4"

MIN

4"

MIN

6" M

IN

NOTES

1. TRACER WIRE SHALL

ENTER STRUCTURE AT

PIPE INLET OR OUTLET.

PROVIDE ADEQUATE FREE

WIRE TO EXTEND 24"

ABOVE TOP OF GRATE TO

FACILITATE TESTING. COIL

WIRE AND SECURE WITH

NON-CORROSIVE

FASTENER 2" UNDER

FRAME.

2. LOCATION SPECIFIED ON

PLAN INDICATES CENTER

OF GRATED SECTION OF

BASIN, FACE OF CURB AT

CENTER OF GRATED

SECTION, OR

INTERSECTION BETWEEN

FACE OF CURBS.

3. ALL STRUCTURES SHALL

BE PROVIDED WITH HEAVY

DUTY GRATE WITH

BICYCLE BARS

RIM SET TO

FINISHED

GRADE

STRUCTURE GRATE

SEE NOTE 3

FLEX-TRANSITION

COUPLER

FLEX-TRANSITION

COUPLER

PROJECTED

FLOWLINE AS

INDICATED

ON PLAN

24"

SQUARE

CHAMBER

WITH

SUMP

SET BASIN ON

COMPACTED

CRUSHED ROCK

BASE

HINGED

ACCESS

COVER

PE X PE

EXTENSION

LENGTH

AS

REQUIRED

45° BEND

45° BEND

NOTE: SMALLER AREA DRAINS (AD)

SHOWN IN PEDESTRIAN AREAS ARE

12" SQUARE CHAMBERS WITH SUMP

WHEREAS PAVEMENT AREA CATCH

BASINS (CB) ARE 24" SQUARE

SCALE: NTS

STANDARD CATCH BASIN (CB)

SCALE: NTS

VAULT FOUNDATION DETAILS

6" COMPACTED

ROCK BASE

COMPACTED TRENCH

BACKFILL MATERIAL

FINISHED GRADE

NOTES:

1. DRAIN ROCK - 12" SQUARE BY MINIMUM 12" DEPTH

CENTERED UNDER THE VAULT SUMP DISCHARGE.

VAULT DESIGNED

BY G.C. HS20 RATED

M

IN

ADDENDA ONE

ADDENDA ONE- 06/29/2022

AutoCAD SHX Text

FINISHED GRADE

Adam Polygon

WAP

WAP

WAP

DEMOLITION LEGEND

INDICATES BUILT ITEM TO BE REMOVED

INDICATES LIGHT FIXTURE TO BE REMOVED

INDICATES EXTENT OF ICRA CLASS SCOPE

1. SEE G SERIES SHEETS FOR ALL DEMOLITION NOTES &

HAZARDOUS MATERIAL NOTES

DEMOLITION GENERAL NOTES

CABLE INSTALLATION ROUTE, FIELD VERIFY

CONDITIONS PRIOR TO COMMENCEMENT OF

WORK, SEE TELECOMM DRAWINGS FOR

EXTENT OF WORK

02-26

13-01

DEMO EXISTING GENERATOR

FLUE, PATCH OPENING AND

PREPARE TO RECEIVE NEW

ROOFING

EXISTING ROOFING

Room

Room

Room

Room

108 Room

Room

Room

Room

01-02

TO

B

U

IL

D

IN

G

03-02

02-27

02-31

02-40

02-03

DEMO WALL INFIL, PREPARE TO

RECEIVE NEW LOUVER, COORDINATE

SIZE REQUIRED WITH MECHANICAL

DRAWINGS

GENERATOR

ROOM

B007A

ELECTRICAL

B007

13-01

Room

B003

Room

B006

Room

B001

Room

B002

Room

B004

Room

B005

DEMO EXISTING HOUSEKEEPING PADS, SEE

MECH. DRAWINGS FOR GENERATOR NOTES

02-24

01-02

02-24

02-53

SEE ELECTRICAL DRAWINGS FOR

TRANSFER SWITCH EQUIPMENT

DEMOLITION

DEMO INFILLED WALL SURROUNDING

LOUVER AS NECESSARY TO

REMOVE/SALVAGE THE GENERATOR

AND TURN IT OVER TO THE VA

NORTH

SITE LEGEND

PLAN

NORTH

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/6

/2

:3

:1

A M

10-AD-201

DEMOLITION FLOOR PLANS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

AHTMP02/23/2022

100% CD FINAL

SOLUTION

ARCHITECTA/E:

FULLY SPRINKLERED

01-02 EXPOSED CABLE TRAY BELOW PLASTER CEILING

02-03 CAREFULLY REMOVE EXISTING DOOR, FRAME AND HARDWARE, RETURN TO

OWNER

02-24 CORE DRILL THROUGH MASONRY WALL AS REQUIRED, PROVIDE OPENING

1/2" LARGER THAN CONDUIT SIZE, SEE TELECOM DRAWINGS FOR CONDUIT

SIZE AND QUANTITES. PATCH AND ACOUSTICALLY SEAL ALL NEW

PENETRATIONS. APPLY APPROPRIATE HILTI FIRE RATED SEAL FOR TYPE OF

PENETRATION AT RATED WALL CONDITION.

02-26 PATCH AND SEAL ALL NEW PENETRATIONS THROUGH PLASTER WALLS,

TYP. LOCATE PENETRATIONS ABOVE ACOUSTIC CEILING TILES WHERE

OCCURS, COORDINATE DATA DROP LOCATIONS WITH TELECOM DRAWINGS

02-27 DEMO EXISTING FLOORING, FLOORING ADHESIVE, AND BASE, PREPARE TO

RECEIVE NEW FINISHES.

02-31 SEE TELECOM PLANS FOR PATH LOCATION, SHOWN HATCHED. CAREFULLY

REMOVE CEILING TILES DURING WORK AND RE-INSTALL AT COMPLETION OF

SHIFT. ALL WORK IN CORRIDORS TO BE CONDUCTED WITHIN CONSTUCTION

CUBE MAINATINING NEGATIVE PRESSURE AND MINIMIZING DIRUPTION OF

CORIDOR CIRCULATION. SEE HAZARDOUS MATERIAL NOTES SHEET

00-GI-003 PREP…