Addendum 3.pdf

Date Printed: Jul 10, 2025 Page: 1 FORM ID: WV-PRC-CRFQ-002 2020/05

Department of Administration Purchasing Division 2019 Washington Street East Post Office Box 50130 Charleston, WV 25305-0130

State of West Virginia Centralized Request for Quote

Construction

Proc Folder: 1723254 Reason for Modification:

Doc Description: Renovations to Camp Dawson Building 106 Construction Addendum No. 3

Proc Type: Central Purchase Order

Date Issued Solicitation Closes Solicitation No Version

2025-07-10 2025-07-17 13:30 CRFQ 0603 ADJ2500000040 4

BID RECEIVING LOCATION

BID CLERK

DEPARTMENT OF ADMINISTRATION

PURCHASING DIVISION

2019 WASHINGTON ST E

CHARLESTON WV 25305

US

VENDOR

Vendor Customer Code:

Vendor Name :

Address :

Street :

City :

State : Country : Zip :

Principal Contact :

Vendor Contact Phone: Extension:

FOR INFORMATION CONTACT THE BUYER

David H Pauline 304-558-0067 david.h.pauline@wv.gov

Vendor Signature X FEIN# DATE

All offers subject to all terms and conditions contained in this solicitation

Date Printed: Jul 10, 2025 Page: 2 FORM ID: WV-PRC-CRFQ-002 2020/05

ADDITIONAL INFORMATION

Addendum No. 3

To provide responses to vendor questions regarding the solicitation.

To provide corrected and additional drawings and specifications to address vendor questions regarding the solicitation.

To move the Bid opening date to July 17th at 1:30pm.

No other changes

INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

CAMP DAWSON ARMY

TRAINING SITE

1707 COONSKIN DR 240 ARMY RD

CHARLESTON WV KINGWOOD WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 1 BASE BID-Renovations to Camp Dawson

Building 106

Comm Code Manufacturer Specification Model #

72000000

Extended Description:

Contract Item #1- BASE BID- Labor & materials per the construction documents

INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

CAMP DAWSON ARMY

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 2 Contract Item #2- Alternate #1-Roof

Replacement

Extended Description:

Contract Item #2- Alternate #1- Roof Replacement- Labor & materials per the construction documents

Date Printed: Jul 10, 2025 Page: 3 FORM ID: WV-PRC-CRFQ-002 2020/05

INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

CAMP DAWSON ARMY

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 3 Contract Item #3- Alternate #2-Repaint Exterior

Masonry Wall

Extended Description:

Contract Item #3- Alternate #2- Repaint Exterior Masonry Walls- Labor & materials per the construction documents

INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

CAMP DAWSON ARMY

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 4 Contract Item #4- Alternate #3-New Fiber

Cement Board Siding

Extended Description:

Contract Item #4- Alternate #3- New Fiber Cement Board Siding- Labor & materials per the construction documents

SCHEDULE OF EVENTS

Line Event Event Date 1 Mandatory Prebid Meeting at 1:30 pm., est. 2025-06-24 2 Vendor Technical Questions Due By 11:00 am., est. 2025-07-08

SOLICITATION NUMBER: CRFQ ADJ2500000040

Addendum Number: 3

The purpose of this addendum is to modify the solicitation identified as (“ADJ2500000040”) to reflect the change(s) identified and described below.

Applicable Addendum Category:

☒ Modify bid opening date and time.

☐ Modify specifications of product or service being sought.

☐ Attachment of vendor questions and responses.

☐ Attachment of pre-bid sign-in sheet.

☒ Correction of error.

☒ Other.

Description of Modification to Solicitation:

1. To provide responses to vendor questions regarding the solicitation.

2. To provide corrected and additional drawings and specifications to address vendor questions regarding the solicitation.

3. To move the Bid opening date to July 17th at 1:30pm.

Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.

Terms and Conditions:

1. All provisions of the Solicitation and other addenda not modified herein shall remain in full force and effect.

2. Vendor should acknowledge receipt of all addenda issued for this Solicitation by completing an Addendum Acknowledgment, a copy of which is included herewith. Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.

Blacksburg

1116 South Main Street Blacksburg, Virginia 24060

(540) 552-2151

Charleston 222 Lee Street West

Charleston, West Virginia 25302

(304) 342-0159

Marietta 149 Acme Street, Suite A

Marietta, Ohio 45750

(740) 371-9001

Martinsburg 5550 Winchester Avenue

Berkeley Business Park, Suite 5 Martinsburg, West Virginia 25405

(304) 342-0159 www.zmm.com

TO: Prospective Bidders

FROM: ZMM, Inc. Architects and Engineers

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents.

ATTACH THIS ADDENDUM TO THE FRONT COVER OF THE PROJECT MANUAL AND

ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE SPACE PROVIDED ON THE BID

FORM.

PART 1 - BIDDERS’QUESTIONS AND RESPONSES

Question No. 1: Can a detail drawing be provided on the bi-fold closet doors? The door schedule calls for a wood door and wood frame however there is no detail if this is a cased/trimmed opening.

Response No. 1 Provide flat wood trim on both sides of the opening, painted to match the hollow metal door frames.

Question No. 2: Please confirm whether this project is a Buy America Act Project or not.

Response No. 2 This project is a Buy America Act Project.

Question No. 3: Can you provide a clear revised drawing of the chain link fence scope? We have a detail on C470 detail 4 however contract drawing site utility plan C400 does not clearly show this scope of work. Please advise.

Response No. 3 Delete detail 4 on sheet C470. There is no chain link fencing on the project. Refer to attached specification for Architectural Screen Wall and associated pedestrian gates. Each bank of condensing units to be enclosed with an 8’ tall equipment screen with (1) 4’ wide pedestrian gate with lock at each bank. Lay out screen wall to allow for 3’ minimum gravel around perimeter of mechanical pads.

Question No. 4: What material do we need to use for a ground sleeve?

Response No. 4 PVC sleeve/casing for refrigerant piping from condensing units.

Question No. 5: Need a gas pipe size for ACCU-D1 and ACCU-D2

July 10, 2025

ADDENDUM NO. 3

RE: Renovations to Camp Dawson Building 106

West Virginia Army National Guard Kingwood, West Virginia Architect’s Project No. [No.]

Blacksburg, Virginia 24060

(540) 552-2151

Charleston 222 Lee Street West

Charleston, West Virginia 25302

(304) 342-0159

Marietta 149 Acme Street, Suite A

Marietta, Ohio 45750

(740) 371-9001

Martinsburg 5550 Winchester Avenue

Berkeley Business Park, Suite 5 Martinsburg, West Virginia 25405

Response No. 5 7/8” for the hot gas reheat line.

Question No. 6: Insulation size for underground piping.

Response No. 6 2” thickness for underground insulation of refrigerant piping.

Question No. 7: Pipe size from condensing units to air conditioner units

Response No. 7 Refrigerant pipe sizes from CU(s) to (CMY-Y62-G-E, wye fitting) are 3/8" liquid OD & 5/8" gas pipe OD. After the wye fitting the sizes are 1/4" & 1/2" respectively. Refrigerant pipe sizes from the two ACCU’s are: Suction line – 1-1/4”, Liquid line – ½”.

Question No. 8: Can we run 1 ½ for drain branches instead of 1 ¼.

Response No. 8 Yes.

Question No. 9: How deep does the piping need to be underground.

Response No. 9 Below frost depth.

Question No. 10: Building Elevations A310 – Keynote 2 – “infill opening with masonry to match adjacent construction”. This does not specifically state "toothing" of masonry but states "infill".

Please confirm that toothing is not required.

Response No. 10 Infill is not required to be toothed in.

Question No. 11: I see the spec for the cement says Type II and that is hard to get anymore for all the jobs most are using Type IL. Is type IL permitted in lieu of Type II?

Response No. 11 Section 042000 “Unit Masonry” – ADD Line 2.4.A.1 to read: “Type IL Portland Cement complying with ASTM C595/AASHTO M 240 may be used in lieu of those cement types listed above.”

Question No. 12: Who is responsible for removing/replacing furnishings?

Response No. 12 The government reserves the right to remove any and all furnishings and furniture;

however, all furniture and furnishings left inside of the facility at the time of the Notice to Proceed will be the responsibility of the contractor to remove and dispose of off site and at the contractor’s expense. The Packaged Terminal Air Conditioner (PTAC) units are to be carefully removed by the contractor and delivered to Camp Dawson Post Maintenance.

Question No. 13: Is a building permit required for this location?

Response No. 13 Yes.

Question No. 14: Is there an engineer's estimate for the cost of the project?

Response No. 14 Cost estimate will not be made available to bidders.

Blacksburg, Virginia 24060

(540) 552-2151

Charleston 222 Lee Street West

Charleston, West Virginia 25302

(304) 342-0159

Marietta 149 Acme Street, Suite A

Marietta, Ohio 45750

(740) 371-9001

Martinsburg 5550 Winchester Avenue

Berkeley Business Park, Suite 5 Martinsburg, West Virginia 25405

Question No. 15: After speaking with some equipment/material suppliers, timeline was noted as a concern.

Are the timelines mentioned in the contract documents flexible if material availability becomes an issue?

Response No. 15 Contract will be extended if there are material availability issues. Contractor will need to document these concerns from the supplier and submit a change order request for a time extension during the construction phase.

Question No. 16: Are the shower floors to be formed and tiled or are they prefab units? Please clarify.

Response No. 16 Shower floors are to be tiled.

Question No. 17: Is there wall tile in the showers or just toilet and sink walls? Please clarify. An elevation drawing would be helpful for clarity.

Response No. 17 Yes. Wall tile to be installed full-height as shown with the orange lines in the image below.

Question No. 18: If the showers are to have a floor tile, can you confirm the tile sizing and spec?

Response No. 18 American Olean Solstice Collection – color Summer Moss, size 2”x2” is to be used on the floor of the shower and on the concrete curb.

Question No. 19: Please confirm that the space will be fully unoccupied during construction of the project.

Response No. 19 Correct.

Question No. 20: Who will be responsible for locating underground utilities for this project?

Blacksburg, Virginia 24060

(540) 552-2151

Charleston 222 Lee Street West

Charleston, West Virginia 25302

(304) 342-0159

Marietta 149 Acme Street, Suite A

Marietta, Ohio 45750

(740) 371-9001

Martinsburg 5550 Winchester Avenue

Berkeley Business Park, Suite 5 Martinsburg, West Virginia 25405

Response No. 20 Utilities are shown on the Civil drawings. The owner will help locate the site utilities, but this is ultimately the responsibility of the contractor.

Question No. 21: If utilities are inaccurately marked, who is responsible for the cost of repair?

Response No. 21 Every effort was made to accurately represent the existing utilities on the Civil drawings. Contractor will not be held responsible for unforeseen conditions.

Question No. 22: What year was the building constructed?

Response No. 22 Constructed in the 1980’s. Exact date is unknown.

Question No. 23: Is the building free of asbestos, lead, or mold?

Response No. 23 We are not aware of any asbestos, lead, or mold in the building. Follow procedures in spec section ……. If suspected materials are encountered during construction.

Question No. 24: On contract drawing P511, shows a typical joist hanger detail, during the site visit there appears to be no bar joists currently within the building. Is this detail relevant to this project?

If so, please explain where.

Response No. 24 Disregard joist hanger detail on sheet P511. Refer to spec section 20059.

Question No. 25: Since Camp Dawson owns and operates its own utilities, are there any connection fees or permit fees to connect to their utilities?

Response No. 25 There are no utility connection fees.

Question No. 26: During the prebid meeting, only (1) room was made available for review. Is it safe to assume that all rooms are the same as verbally expressed during the meeting?

Response No. 26 Yes

Question No. 27: Can precast CMU lintels be used in lieu of steel lintels for new masonry openings?

Response No. 27 Bid steel lintels as shown.

Question No. 28: On contract drawing A131 under keyed notes #11, closet shelving - refer to miscellaneous details. I could not find this detail. Can you provide an elevation drawing and or detail for the closet shelving?

Response No. 28 Rod to be 66” above finished floor. Refer to changes to specifications appearing below.

Question No. 29: Please confirm that there is no signage required for this project by the contractor

Response No. 29 No signage is required.

Question No. 30: Please confirm the extent of sidewalk removal. C400 details sections to be cut and replaced, however demo note 17 on A101 details sidewalk to be removed to adjacent paving.

Blacksburg, Virginia 24060

(540) 552-2151

Charleston 222 Lee Street West

Charleston, West Virginia 25302

(304) 342-0159

Marietta 149 Acme Street, Suite A

Marietta, Ohio 45750

(740) 371-9001

Martinsburg 5550 Winchester Avenue

Berkeley Business Park, Suite 5 Martinsburg, West Virginia 25405

Response No. 30 In addition to the individual sections noted to be demolished on sheet C400, all sidewalk around the building perimeter and adjacent to the building is to be demolished.

Question No. 31: Please confirm if the sidewalk removed on A101 is to be replaced. There is no note for new sidewalk on A131.

Response No. 31 Yes, in addition to the individual areas noted on C400 to be removed and replaced, the sidewalk around the building perimeter and adjacent to the building is to be replaced. Building perimeter sidewalk to be 6’ wide.

Question No. 32: Wall type 4 references structural plans for bracing the masonry wall to the structure, but I cannot find structural plans. Please provide that detail.

Response No. 32 Disregard note to brace top of wall.

Question No. 33: Please provide the product and model number for toilet accessory keynote 8 on 2/A132.

Response No. 33 Toilet accessory #8: Sanitary Napkin Disposal – Bobrick B-254 or approved equal. Mount at 32” to top of accessory.

PART 2 - CHANGES TO SPECIFICATIONS

A. Section 061053 “Miscellaneous Rough Carpentry” – ADD Article 2.10 as follows:

1. 2.10 - Shelving and Clothes Rods:

a. Closet Shelving: Made from softwood boards, 3/4 inch thick.

b. Kiln-dried Douglas fir-larch, Douglas fir south, or hem-fir; SPIB Prime or D finish; NLGA, WCLIB, or WWPA; or southern pine; C finish. Paint as per Section 099123.

c. Shelf Brackets with Rod Support: BHMA A156.16, B04051; prime-painted formed steel.

d. Metal Clothes Rods: 1-5/16-inch- diameter, chrome-plated-steel tubes.

1) Metal Rod Flanges: Stainless Steel.

B. ADD Section 083919 “Flood Proof Doors” as attached to this Addendum.

C. ADD Section 102420 “Ground Equipment Screens” as attached to this Addendum.

PART 3 - CHANGES TO DRAWINGS

A. Clarification: Microwave oven is to be provided and installed by Contractor.

B. Refer to the following revised Drawings as attached to this Addendum:

1. Drawing M131R-1 – HVAC Plans.

2. Drawing M132R-1 – HVAC Piping Plan.

3. Drawing M520 – Schedules.

4. Drawing E151R1 – Power Plan

5. Drawing E161R1 – Mechanical Power Plan

6. Drawing E550R1 – Panelboard Schedules

Blacksburg, Virginia 24060

(540) 552-2151

Charleston 222 Lee Street West

Charleston, West Virginia 25302

(304) 342-0159

Marietta 149 Acme Street, Suite A

Marietta, Ohio 45750

(740) 371-9001

Martinsburg 5550 Winchester Avenue

Berkeley Business Park, Suite 5 Martinsburg, West Virginia 25405

7. Drawing E551R1 – Panelboard Schedules

8. Drawing E552R1 – Panelboard Schedules

9. Drawing E553R1 – Panelboard Schedules

10. Drawing E554R1 – Panelboard Schedules

11. Drawing E580R1 – Electrical Details

END OF ADDENDUM

Attachments: Section 083919 “Flood Proof Doors” ....................................................... 7 pages

Section 102420 “Ground Equipment Screens ........................................... 5 pages Drawing M131R-1 – HVAC Plans. ...................................................... 36” x 24” Drawing M132R-1 – HVAC Piping Plan. ............................................ 36” x 24” Drawing M520R-1 – Schedules. ........................................................... 36” x 24” Drawing E151R1 – Power Plan ............................................................ 36” x 24” Drawing E161R1 – Mechanical Power Plan ......................................... 36” x 24” Drawing E550R1 – Panelboard Schedules ........................................... 36” x 24” Drawing E551R1 – Panelboard Schedules ........................................... 36” x 24” Drawing E552R1 – Panelboard Schedules ........................................... 36” x 24” Drawing E553R1 – Panelboard Schedules ........................................... 36” x 24” Drawing E554R1 – Panelboard Schedules ........................................... 36” x 24” Drawing E580R1 – Electrical Details ................................................... 36” x 24”

Renovations To Camp Dawson Building 106

FLOOD-PROOF DOORS

083919 - 1 21152 - 07/09/25

SECTION 083919 – FLOOD-PROOF DOORS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Single Swing Pedestrian Flood Doors with Frames.

2. Door Hardware.

B. Related Sections:

1. Section 042000 “Unit Masonry”.

2. Section 087100 “Door Hardware”.

1.2 SUBMITTALS

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

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation instructions.

B. Shop Drawings: Provide shop drawings showing layout, profiles, and product components, including anchorage, hardware, and finishes. Include dimensional plans, applicable material specifications, elevations and sections detailing mounting and connections, and load diagrams.

1. Contractor to provide manufacturer with field measurements and mounting structure prior to commencement of shop drawings.

C. Factory Testing Documentation: Furnish independent party witnessed factory testing documentation of the same model/type pedestrian flood door demonstrating a maximum leakage rate of 0.040 gallon per hour per linear foot of wetted perimeter, tested in accordance with the procedure set forth by the American National Standard for Flood Mitigation Equipment in ANSI/FM Approvals 2510-2020 section 4.3.3 for a minimum of 22 hours. Maximum leakage rate shall be published as the greater of the leakage rates recorded at both 10% and 100% of the maximum test water height. Leakage shall be collected through all portions of the product assembly which are below the test water depth, including hardware and lockset.

D. Calculations: Upon signed finalization and approval of dimensions, mounting location material and configuration, and load requirements;

1. Submit stamped calculations by a registered professional engineer from within the state or territory where the project will be constructed or substantially improved, to verify the flood door’s ability to withstand the design loading.

http://www.arcat.com/arcatcos/cos43/arc43416.cfm

083919 - 2 21152 - 07/09/25

1.3 CLOSEOUT SUBMITTALS

A. Provide Operation and Maintenance data to include methods for maintaining installed products, precautions against cleaning materials and methods detrimental to finishes and performance.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: Manufacturer must demonstrate a minimum of five (5) years successful experience in design and manufacture of similar flood related closures. Upon request, provide supporting evidence including list of installations, descriptions, name and method of contact.

B. Minimum Qualifications: Manufacturer must demonstrate compliance and certification of a Quality Management System administered by the International Organization for Standardization (ISO). Documentation of current certification status to be provided upon request.

C. Welder Qualifications: Welders Certified in accordance with American Welding Society Procedures for applicable material used in production of specified product.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Store products in manufacturer's unopened packaging container with identification markings intact until ready for installation.

B. Protect materials from exposure to moisture during storage.

C. Store materials in a dry, warm, ventilated weathertight location. If outdoor storage is required, block materials to store at an incline, to prevent pooling of any moisture and promote runoff.

Tarp materials in a tent-like arrangement, elevated above the product with open sides to allow airflow. Store loose or high value components in a dry, controlled environment.

D. Use caution when unloading and handling product to avoid bending, denting, crushing, or other damage to the product.

E. When using forklifts, use forks of proper length to fully support product being moved. Consult "Approved for Construction" drawings or consult with factory for proper lift points.

1.6 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's indicated limits.

1.7 COORDINATION

A. Conduct site survey and provide to flood door manufacturer, prior to manufacturer’s commencement of shop drawings, the actual site conditions of the mounting location, to include; material type, dimensions and configuration, interferences with mounting surface, or any other condition that may impact the ability of the flood door to be properly installed.

083919 - 3 21152 - 07/09/25

B. Coordinate work with other operations and installation of adjacent materials to avoid damage.

1.8 WARRANTY

A. Manufacturer’s Standard Warranty: Product to be free from defects in material and workmanship for a period of one (1) year from date of shipment.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Design flood resistance doors to support, solely or in combinations of, temporary super-imposed live loads as indicated below. All applied types of flood related loadings are transferred from the flood product barriers, solely or in combinations of, by mullion anchorage to structural floor slabs and/or jamb anchorage and direct pressure contact to structural walls or other structural elements.

1. Hydrostatic Loading

2. Hydrodynamic Loading

3. Debris Impact Loading

4. Wave Loading (Dynamic/ Non-Breaking or Broken Wave)

5. Wave Loading (Impact/ Breaking Wave – Below & Above DFE)

6. Wind Loading

B. Engineer Code Practices: Engineer flood products to conform to the design requirements that are based on the latest adopted edition of the International Building Code (IBC). LFRD and/or ASD methodologies are applied as appropriate to align with specific project specifications and/or limited published material data.

C. Factory Testing Documentation: Furnish independent party witnessed factory testing documentation of the same model/type pedestrian flood door demonstrating a maximum leakage rate of 0.040 gallon per hour per linear foot of wetted perimeter, tested in accordance with the procedure set forth by the American National Standard for Flood Mitigation Equipment in ANSI/FM Approvals 2510-2020 section 4.3.3 for a minimum of 22 hours. Maximum leakage rate shall be published as the greater of the leakage rates recorded at both 10% and 100% of the maximum test water height. Leakage shall be collected through all portions of the product assembly which are below the test water depth, including hardware and lockset.

D. Water Density: 64 pcf, unless otherwise noted on drawings.

2.2 PEDESTRIAN FLOOD DOOR WITH FRAME

A. Description: Hinged, Pedestrian Flood Door including door frame, door panel, threshold, and door hardware.

083919 - 4 21152 - 07/09/25

1. Approved Manufacturer: PS Flood BarriersTM, which is located at: 1150 S. 48th Street, Grand Forks, ND 58201; Toll Free Tel: 877.446.1519; Email:

4psinfo@psindustries.com; Web: www.psfloodbarriers.com or www.psindustries.com

a. Basis of Design Product: Model: Hydro1-PD522.

B. Substitutions: As approved by Architect. Reference Section 012500 “Substitution Procedures”.

C. Single Source Responsibilities: Obtain all watertight doors and flood protection barriers from single manufacturer.

2.3 EQUIPMENT

A. Products Details:

1. Sealing Requirements: Flood Door and compression gasket design shall provide an effective barrier against short-term high-water situations, to the protection level indicated on drawings.

2. Operation:

a. Door hardware operable from both sides. Flood Door shall utilize only the manufacturer's standard door hardware to create water-tight seal. No secondary latching or additional operations are acceptable.

b. Flood Door utilized in emergency egress openings shall unlatch via activation of emergency egress panic hardware device. No secondary latching or additional operations are acceptable.

3. Mounting/Load Transfer: Anchor to existing structure. Flood Door designed for specified hydrostatic pressure (and other loads as specified) and will transfer loads to adjacent structure.

4. Frames to be anchored utilizing mechanical, chemical or other framing methods as designed. Manufacturer to include all anchors, water-stop, and sealants, as designed.

5. Loading Direction:

a. Positive Pressure Loading, (direction of loading against flood door so as to further compress gaskets against flood door frame - "seating").

6. Provide rectangular door opening with square corners to facilitate easy passage.

7. Provide continuous, compression gasket which does not require air inflation.

2.4 MATERIALS

A. Exposed sheet metal of door panel and door frame to be formed of the following material type;

1. Steel: Commercial quality, low carbon steel of appropriate size and strength, welded and structurally bonded.

B. Flood door internal structure and mullion tube to be structural tubes, plates, and formed shapes of the following material type;

mailto:4psinfo@psindustries.com http://www.psfloodbarriers.com/ http://www.psindustries.com/

083919 - 5 21152 - 07/09/25

1. Steel: Commercial quality, low carbon steel of appropriate size and strength with welded construction.

C. Gaskets: Factory mounted, continuous, compressible rubber type, field replaceable. Gasket does not require air inflation.

1. Material: UV resistant EPDM, neoprene and rubber unless otherwise noted.

2. Location: Recessed into door perimeter, no gasket along threshold/walking surface.

D. Door Frame to be manufactured of the same material type and finish as door panel. Frame to include jambs, header jamb, and threshold members for field locating and installation on structure. Jamb members to be designed and fabricated with appropriate material as required for the loading.

E. Thresholds to be PS Flood BarriersTM proprietary threshold:

1. Aluminum: 6000 Series Alloy.

a. ADA Compliant threshold (no more than ½” high).

b. Gasket-Free walking surface.

F. Frame Mounting Hard ware: Provide anchors, sealant, and water stop, as required.

G. Operating Hardware: Provide hardware appropriate for the size and weight of the flood door and loads. Hardware to be factory located on jambs and door panels, as practical. Latching hardware to be as indicated on drawings. Flood door panel to be factory prepared for applicable latching devices.

1. Aluminum (AL689 finish) Hinge to be continuous type.

2. Standard Latching/Locking Hardware: Interior: Von Duprin 98/99 Series Rim exit device. Exterior: Von Duprin 996L Lever, classroom function.

a. Door hardware tested on Basis of Design Hydro1-PD522, substitutions require manufacturer’s engineering review.

b. Closer; Townsteel TDC40 CUSH, Heavy Duty Grade 1 (AL689 finish)

H. Finish:

1. Steel Shop Finish: Apply the following paint system in accordance with manufacturer recommendations and instructions;

a. Primer: One shop coat of manufacturer's standard shop primer (Sherwin Williams S-W Kemflash Primer).

b. Finish: Two shop coats of Standard Industrial Enamel (Sherwin Williams S-W Industrial and Marine Coatings B54 Series)

I. Labeling: Each watertight door and frame will be individually identified for matched installation.

2.5 FABRICATION

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A. Fit and factory assemble items in largest practical sections, for shipment to site.

B. Fabricate items with joints tightly fitted and secured.

C. Supply components required for anchorage of fabrications, unless otherwise noted.

D. Conduct shop operational test with factory installed gaskets to verify flood door assembly components operate as designed and flood protective gasket alignment and contact surfaces interact as intended.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Do not begin installation until mounting substrates have been properly prepared.

B. If substrate preparation is the responsibility of another subcontractor, notify Architect of uncompleted preparation before proceeding.

C. Inspect opening for compliance with door manufacturer requirements. Verify open conditions are within required tolerances.

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 INSTALLATION

A. Install in accordance with manufacturer's installation instructions, "Approved for Construction" drawings, shipping, handling, and storage instructions, and product carton instructions for installation.

B. Frames must be installed level, square, plumb, and rigid.

C. Perform chalk test for gasket alignment, continuity contact and pre-compression prior to field grouting.

D. Sealants, water-stop, and grouting to be applied per product application directions and in accordance with manufacturer's instructions, and "Approved for Construction" drawings.

E. Field Grouting to be completed by appropriate personnel, and in accordance with product application directions, manufacturer's instructions, and "Approved for Construction" drawings.

083919 - 7 21152 - 07/09/25

F. Tolerances: All dimensional requirements must be in accordance with manufacturer's installation instructions and "Approved for Construction" drawings.

G. Products to be operated and field verified that sealing surfaces maintain contact at the correct sealing points.

H. Inspect gaskets for damage, wear, and adhesion. Replace compromised gaskets immediately.

I. Verify that latching assemblies operate freely and correctly.

J. Verify all anchorage is in accordance with manufacture's installation instructions and applicable data sheets.

K. Inspect installation sealants to ensure a watertight juncture.

3.4 FIELD QUALITY CONTROL

A. Field Testing:

1. Installer to construct temporary water barrier and test installed flood barrier under hydrostatic conditions.

3.5 CLEANING

A. Touch-up, repair or replace damaged products or components before Substantial Completion.

B. Clean all sealing surfaces.

3.6 PROTECTION

A. Protect installed products until completion of project.

END OF SECTION

Renovations to Camp Dawson Building 106

GROUND EQUIPMENT SCREENS

Addendum No. 3 102420 - 1 21152 - 07/09/25

PART 1 – GENERAL

1.1. DESCRIPTION

A. This section describes the following fence system:

1. Fixed louver modular fencing panels fabricated with extruded aluminum louvers and flat aluminum bars including extruded aluminum fence posts and aluminum louver gates. Louvered security fence and gates shall be furnished and installed as shown on the plans and specified herein, overall height of vertical louver framework shall be 8 feet tall.

1.2. REQUIREMENTS

A. Furnish materials, labor, expertise and equipment necessary to complete all work specified in this section and as shown on the drawings.

B. Structural Performance: Provide product and installation capable of withstanding the effects of gravity lads and the following loads and stresses within limits and under conditions indicated.

i. Uniform pressure of 30 lbf/sq. ft. acting inward or outward.

ii. Thermal Movements resulting from a temperature change (range) of 120 degrees Fahrenheit ambient and 180 degrees Fahrenheit material surfaces.

1.3. SUBMITTALS

A. Shop drawings and manufacturer's literature: Provide specifications and construction detail drawings to substantiate quality of materials and provide details of fabrication and installation.

B. Submittals shall be in accordance with standard construction practices to include complete detailed layout of all panels, posts, gates. Submittals shall include plan layout, elevations and section views of panels, posts and gates.

C. Certificate: manufacturer's certification that materials meet specification requirements.

1.4. REFERENCES

A. ASTM B 209 – Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.

B. ASTM B 221 – Standard Specification for Aluminum and Aluminum-Ally Extruded Bars, Rods, Wire, Profiles and Tubes.

Addendum No. 3 102420 - 2 21152 - 07/09/25

C. ASTM D3363 – Standard Test Method for Film Hardness by Pencil Test.

D. ASTM D2794 – Standard Test Method for Resistance of Organic Coatings to the

Effects of Rapid Deformation.

E. ASTM B117 – Standard Practice for Operating Salt Spray Apparatus.

F. ASTM D822 – Standard Practice for Filtered Open-Flame Carbon-Arc Exposures of Paint and Related Coatings.

G. AWS D!.2 Structural Welding Code – Aluminum.

1.5. QUALITY ASSURANCE

A. Installation of fence and materials shall conform to the requirements of the fence manufacturer.

B. The fence shall be warranted from any defects in materials and workmanship for a period as specified in the relevant section of the contract documents.

PART 2 – PRODUCTS

2.1. MATERIALS

A. Louvered security fence:

1. Approved Louvered Fence System, Manufacturer:

a. “Palm Shield”, American Fence Company

2. Material Descriptions:

a. Extruded Aluminum: ASTM B 221, Alloy 6063 – Temper T-6.

b. Sheet Aluminum: ASTM B211, Alloy 6063 – Temper T6.

c. Powder Coating Material Hardness: ASTM 3363 2H.

2. Louver Panel Description:

a. Louver Panel Height: 8’- 0”.

b. Louver Panel Width: Not to exceed 6’.

Addendum No. 3 102420 - 3 21152 - 07/09/25

c. Louver fencing system consisting of horizontal, fixed louver, modular fence panels fabricated with extruded aluminum framing bars and supported by extruded aluminum fence posts.

d. Extended Flange to allow for a minimum of ½ inch overlap of louvers for 100% direct visual screening.

e. Fixed Louver Bars: 0.1250 inch thick louver with an installed profile of 2 inch X 2.873 inch tall.

f. Vertical Framework: PalmSHIELD exclusive 4” wide x 2” deep x 1/8” tapered aluminum channel.

g. Horizontal Top Cap: 4” x 3” x 1/8” aluminum channel.

h. Horizontal Bottom Cap: 4 inch x 3 inch x 1/8” aluminum channel.

i. Cross Bar: 1 inch x 1/8 inch aluminum flat bar.

3. Fence Posts:

a. Panel posts shall be PalmSHIELD exclusive 4 inch deep x 3” wide I-

Beam Post. extruded tubular aluminum sections with solid aluminum caps. Length as specified on the contract drawings.

1. 5/16” double walled webbing with 5/8” wide cavity.

2. 5/16 flanges

3. Inner flange mechanically fastened to webbing with 3/8” stainless steel fastener.

4. Outer flange and webbing form one extrusion.

b. On center post spacing shall be as specified by manufacturer.

c. All fence posts to be plated with 10” x 10” x ¾” aluminum plates with four ¾” hole for anchors.

4. Fittings and accessories: All fittings and accessories shall be stainless steel and sized as specified by the fence manufacturer. Fence panels to be attached to posts with ¼” x 1” stainless steel screws. Panels and posts are predrilled to support level installation.

5. Anchor Bolts: Anchor bolts shall be cast in concrete equipment pad and adequate to support loads based on screening height, exposures and loading.

6. Gates: Swing to exterior of enclosure, size as shown on contract drawings.

Addendum No. 3 102420 - 4 21152 - 07/09/25

a. Louver spacing, style and appearance shall be identical to fence panels.

b. Gate hinges to be Gorilla barrel hinge with ¾” rod, ball bearing, and grease zert. Hinge plate to be ½” thick plates offset to create a 5/8” gap. Standard hardware as required by the gate manufacturer for complete functional operation. Hinges to be bolted to gate frame and field welded to steel gate posts.

c. Gate latch to be internal lock with exterior grab handles. Lock may be keyed and rekeyed. Lock is accessible from both sides of gate.

d. Welded frame, size as shown on the contract drawings, extruded aluminum tubing with aluminum fixed louver panels to match fencing material.

e. Drop rods to be 1” schedule 40 pipe and through bolted to gate frame.

f. Hardware: Size and type as determined by the manufacturer. Provide three hinges per leaf.

1. Provide 1 inch diameter center cane bolt assembly and strike, each door.

2. Provide padlockable slide bolt assembly.

g. Gate shall have welded frame fabricated from extruded aluminum tubing with aluminum fixed louver panels to match fencing material.

Frame configurations shall be as indicated on the contract drawings.

h. Gate posts shall be as determined by manufacture. Gate posts to be specified to support gates.

6. Factory Finish: Aluminum fence panels, posts and gates shall receive polyester powder coating.

a. Polyester powder coating: Electrostatically applied colored polyester powder coating heat cured to chemically bond finish to metal substrate.

b. Color shall be as selected by Owner.

c. Minimum hardness measured in accordance with ASTM D3363 2H.

d. Direct impact resistance tested in accordance with ASTM D2794.

Addendum No. 3 102420 - 5 21152 - 07/09/25

Withstand 160 inch-pounds.

e. Salt spray resistance tested in accordance with ASTM B117: No undercutting, rusting, or blistering after 500 hours in 5 percent salt spray at 95° F and 95% relative humidity after 1,000 hours, less than 3/16 inches undercutting.

f. Weatherability tested in accordance with ASTM D822: No film failure and 88 percent gloss retention after 1 year exposure in South Florida with test panels tilted 45°.

PART 3 – EXECUTION

3.1 INSPECTION

A. Verify that final grading in fence location is completed and without irregularities which will interfere with fence installation. PalmShield is designed to be installed on a level surface. Variations in height, slopes, stairs steeping shall be shown on contract drawings and on submittal drawings.

B. Field verify all fence dimensions and layout prior to commencing installation.

C. Do not commence work until unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Install fence in accordance with manufacturer’s installation instructions.

B. Install fence plumb and level. Posts are plated and mounted to top of surface.

C. Do not install bent, bowed or otherwise damaged panels. Remove damaged components from site and replace.

D. Secure fence panels with stainless with ¼” x 1” stainless steel screws to fence posts.

All posts and panels will be predrilled to support level installation.

E. Gates

a. Install gates and adjust hardware for smooth operation.

END OF SECTION

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16STORAGE

ELECTRICAL

28a

RCP-1 RCP-1 RCP-1 RCP-1

RCP-1RCP-1RCP-1RCP-1

RCP-1

RCP-1 RCP-1

RCP-1RCP-1 RCP-1RCP-1

RCP-1

RCP-1 RCP-1 RCP-1

RCP-1

RCP-1 RCP-1

RCP-1 RCP-1 RCP-1

RCP-1RCP-1

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

(7'-8" AFF)

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

8"x6"S1

130 CFM

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TT

T

CLASSROOM

MECH.

CHASE /

MECH

ENCLOSED

BREEZEWAY

CHASE

CHASE

CHASE

AC-01

AC-02 AC-04 AC-09

EH-2

AC-10 AC-11

8" x6

SA

8" x6

SA

8" x6

SA

8" x6

SA

8" x6

SA

8" x6

SA

8" x6

SA

AC-05

8" x6

SA

8" x6

SA

6" x6

SA

8" x6

SA

8" x6

SA

AC-15 AC-16 AC-17 AC-18 AC-19

AC-13

8" x6

SA

AC-12

8" x6

SA

8" x6

SA

8" x6

SA

AC-29 AC-25 AC-26 AC-27

AC-23AC-20 AC-21 AC-22

EH-1

EH-3

BDBD

BD BD

BD

BDBD

8" x6

SA

8" x6

SA

8" x6

SA

8" x6

SA

8" x6

SA

8" x6

SA

8" x6

SA

8" x6

SA

EH-4

8" x6

SA

8" x6

SA

12"x6" SA12"x14" SA 12"x10" SA

12"x16" SA12"x14" SA 12"x10" SA12"x6" SA

10"x12" SA

12"x14" SA

10"x8"S1

300 CFM

12"x14" SA 12"x10" SA 10"x8" SA

BD

BD

BD

BD

BD

BD

BD

DH-2A

DOAS-D2

DOAS-D1

BD

BD

BD

BD

BD

BD BD

BD BD BD

BDBD

20"x20" OA

18"x18" OA

BD

BD

M310

8"x8"S1

140 CFM

8"x8" SA

BD

12"x18" SA

6"x6"S1

50 CFM

AC-24

18"x18" OA

20"x20" OA10"x8" SA

8"x6"S1

130 CFM

8" x6

SA

8"x6" SA 10"x8" SA

10"x10" SA

DH-1A

"x

OA

18"x18" OA

CHASE /

MECH

LAUNDRY

DN

AC-30

AC-06 AC-07 AC-08

AC-28

AC-03

AC-14A AC-14B

12"x10" SA

12"x16" SA

18"x18" OA

26"x12" SA

26"x12" SA

12"x18" SA

DH-1B

DH

-2

B

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16STORAGE

ELECTRICAL

28a

RCP-16"x6"E1

100 CFM

(TYP. OF 13)

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

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T

T

T

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T

T

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T

T

T

T

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T

T

T

T

T

T

T

T

T

T

TT

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CLASSROOM

MECH.

CHASE /

MECH

ENCLOSED

BREEZEWAY

CHASE

CHASE

CHASE

6"x6"E1

100 CFM

(TYP. OF 13)

AC-01

AC-02 AC-04 AC-09

EH-2

AC-10 AC-11

AC-05 AC-15 AC-16 AC-17 AC-18 AC-19

AC-13AC-12

AC-29 AC-25 AC-26 AC-27

AC-23AC-20 AC-21 AC-22

6"x6" EX

6"x6" EX

6"x6" EX6"x6" EX6"x6" EX

EH-1

6"x6" EX 6"x6" EX

EH-3

6"x6" EX6"x6" EX

6"x6" EX6"x6" EX

6"x6" EX6"x6" EX

6"x6" EX6"x6" EX

6"x6" EX

6"x6" EX6"x6" EX

6"x6" EX6"x6" EX

6"x6" EX

6"x6" EX

12"x10" EX6"x6" EX

6"x6" EX

EH-4

8"x8" EX

6"x6" EX

12"x8" EX 12"x12" EX

14"x12" EX 16"x12" EX 12"x12" EX

12"x10" EX 12"x8" EX

8"x8" EX 10"x8" EX 10"x10" EX

12"x12" EX 14"x12" EX 12"x12" EX

6"x6" EX

10"x10" EX 8"x8" EX 6"x6" EX

DOAS-D2

DOAS-D1

RCP-1

RCP-1 RCP-1

RCP-1 RCP-1

RCP-1 RCP-1

RCP-1 RCP-1 RCP-1 RCP-1

RCP-1 RCP-1 RCP-1

RCP-1 RCP-1

RCP-1 RCP-1

RCP-1

RCP-1

RCP-1

RCP-1

RCP-1

RCP-1 RCP-1

RCP-1

"x

EX

6"x6" EX

M310

AC-24

8"x8"E2

130 CFM

6"x6"E1 70 CFM6"x6" EX

8"x8" EX

RH-2 ON ROOF

RH-1 ON ROOF

CHASE /

MECH

LAUNDRY

AC-30

AC-06 AC-07 AC-08

AC-28

AC-03

AC-14A AC-14B

24"x12" EX

DN

8" x8

EX

8" x8

EX

c by ZMM, LLC.

CHECKED

DATE

COMM. NO.

DRAWN

222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

ARCHITECTS

ENGINEERS

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HVAC PLANS

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1 INSTALL 8"x10" VERTICAL SUPPLY AIR DUCT AND TAP INTO THE BOTTOM OF SUPPLY DUCT MAIN. TAP 8"x6" SA DUCTWORK FROM ADJACENT BILLET ROOMS. INSTALL BALANCE DAMPERS WITHIN THE CHASE WALLS PRIOR TO PENETRATION OF BILLET ROOM. REFER TO SECTION ON SHEET M310.

2 INSTALL BALANCE DAMPER IN VERTICAL DUCT FROM BATHROOM EXHAUST GRILLE AT A MAXIMUM 12" ABOVE EXHAUST GRILLE. REFER TO SECTION ON

SHEET M310. REFER TO ARCHITECTUAL PLANS FOR ACCESS PANEL INFORMATION.

3 INSTALL ELECTRIC DUCT HEATER IN OA DUCT. REFER TO SCHEDULE ON SHEET M520.

4 INSTALL 20"x20" PLENUM BOX AT ROOF DORMER LOUVER. TAP BOTTOM OF OUTSIDE AIR PLENUM BOX WITH 18"x18" OA DUCT. ROUTE DUCTWORK

THROUGH CHASE AND CONNECT TO DOAS. TRANSITION DUCT AT CONNECTION OF UNIT AS REQUIRED. REFER TO SECTION ON SHEET M310.

5 PROVIDE SECONDARY LINT TRAP (EQUAL TO FANTECH MODEL DBLT4) AND DRYER BOOSTER FAN (EQUAL TO FANTECH MODEL DBF4XLT) FOR CLOTHES

DRYER. REFER TO DETAIL ON SHEET M510. ROUND DUCT USED FOR DRYER VENT SHALL HAVE CONTINUOUS SEAMS. NO SHEET METAL SCREWS

ALLOWED.

6 HVAC EMERGENCY SHUTDOWN SWITCH. REFER TO DETAIL ON SHEET M620.

7 ALL DRYER EXHAUST DUCTWORK AND EQUIPMENT SHALL BE SURFACE MOUNTED ON INTERIOR WALL. ROUTE DRYER EXHAUST DUCTWORK UP

THROUGH ROOF AND TERMINATE WITH GOOSENECK. REFER TO DETAIL ON SHEET M510.

8 INSTALL 24"x12" EXHAUST DUCT FROM DOAS UNIT UP THROUGH ROOF TO EXHAUST HOOD. TRANSITION DUCT AT CONNECTION TO UNIT AS REQUIRED.

REFER TO VIEW ON SHEET M310.

9 MOUNT CENTERLINE OF SUPPLY DIFFUSER AT 7'-8" AFF. REFER TO SECTION ON SHEET M310.

10 INSTALL 26"x12" SUPPLY AIR PLENUM BOX BELOW CEILING. TAP SUPPLY AIR DUCTWORK FROM DOAS INTO PLENUM BOX. TRANSITION DUCT AT

CONNECTION TO UNIT AS REQUIRED.

11 INSTALL ELECTRIC DUCT HEATER IN SA DUCT. REFER TO SCHEDULE ON SHEET M520.

KEYED NOTES:

1/8" = 1'-0"

HVAC DUCTWORK PLAN - SUPPLY

1/8" = 1'-0"

HVAC DUCTWORK PLAN - EXHAUST

2 2

2 2

2 2

2 2 2

2 2

9 99999999

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13 CLASSROOM

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ELECTRICAL

28a

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REF

GFI

GFI

WP

NEW

TRANSFORMER

3 PH, 500 KVA

12.47 KV PRI

120/208V SEC

GFI*

GFI

DRYER

DRYER

DRYER

WP

WP

REF

GFI*

REF

GFI*

REF

GFI*

REF

GFI*

GFI*

REF

REF

GFI*

GFI*

REF REF

GFI* GFI*

REF

GFI*

REF REF

GFI* GFI*

REF

GFI*

REFREF

GFI*GFI*

REFREF

GFI*GFI*

REF

GFI*GFI*GFI*GFI*

REF REF REF REF

GFI* GFI*GFI*GFI*

REF REFREFREF

GFI*

GFI

R4- 3

MECH.

RR

14A

CHASE /

MECH

LAUNDRY

DRYER

FACP

R10- 3 R11- 3 R12- 1

R13- 7,9

R13- 1

SH- 31,33

SH- 9,11

SH- 16,18

SH- 30,32

R8- 1R7- 1R6- 3R5- 1

R1- 7,9

R1- 1 R2- 3 R3- 3

WPWP WP

WP

R1

R1- 4

R1- 6

R1- 3

R2

R2- 7,9

R2- 4

R2- 6

R2- 2

R3

R3- 4

R3- 7,9 R3- 6

R3- 2

R4

WPWP WP

R4- 4

R4- 6

R4- 7,9

R4- 2

R5

R5- 4

R5- 6

R5- 7,9

R5- 3

R6

R6- 4

R6- 6 R6- 7,9

R6- 2

R7

R7- 4

R7- 6 R7- 7,9

R7- 3

R8

WP

R8- 4

R8- 6 R8- 7,9

R8- 3

R9

WP WP WP WP WP

R9- 4

R9- 6 R9- 7,9

R9- 3

R9- 2

R10

R10- 4

R10- 6 R10- 7,9

R10- 2

R11

R11- 4

R11- 6 R11- 7,9

R11- 2

R12

R12- 4

GFI*

GFI* GFI*GFI* GFI*

GFI* GFI*

GFI* GFI* GFI* GFI*

GFI* GFI*

GFI* GFI*GFI GFI GFI GFI

GFI GFI GFI GFI

GFI

GFI* GFI*

GFI* GFI*

GFI* GFI* GFI* GFI*

GFI* GFI*

GFI* GFI*

GFI*

GFI*

GFI*

GFI GFI*

GFI*

GFI*

GFI GFI

R12- 6

R12- 7,9

GFI* GFI*

GFI*

R12- 3

R13

R13- 4

GFI*

GFI* GFI* GFI

R13- 3

R13- 6

R15

WPWP R15- 4

R15- 6

GFI*

GFI*GFI*

R15- 7,9

R15- 3

R15- 2

GFI

R16

R16- 4

R16- 6 R16- 7,9

R16- 1

GFI*

GFI* GFI*

R16- 3

R17

R17- 4

R17- 6

GFI*

GFI*GFI*

R17- 7,9

R17- 3

GFI

R17- 2

R18

WP WPR18- 4

R18- 6

GFI*

GFI*

GFI*

R18- 3

R18- 7,9

GFI

R18- 2

R19

R19- 4

R19- 6

GFI*R19- 7,9

R19- 3

GFI*

GFI*

R19- 2

WP WP

R20

R20- 6 R20- 7,9

R20- 3

GFI* GFI*

GFI*

GFI

R20- 2

R21

R21- 4R20- 4

R21- 6

R21- 7,9GFI*

GFI* GFI* GFI

R21- 1

R21- 3

R22

R22- 4

R22- 6

GFI GFI* GFI*

GFI*

R22- 7,9

R22- 1

R22- 3

R23

WP

R23- 4

R23- 6 R23- 7,9

R23- 3

GFI

GFI*

GFI*

GFI*

R23- 2

WPWP WP

R24

R24- 4

R24- 6

GFI*

GFI*

GFI*

R24- 7,9

R24- 3

GFI

R24- 2

R25

R25- 4

R25- 6

GFI*

GFI*

GFI*

R25- 7,9

R25- 3

R25- 2

GFI

R26

R26- 4

R26- 6

GFI* GFI*

GFI*

R26- 7,9

R26- 3

R26- 2

R27

R27- 4

R27- 6 R27- 7,9

R27- 1

R27- 3

GFI

GFI*

GFI* GFI*

GFI

GFI* GFI* GFI* GFI*

MDP

SDP

CONCRETE PAD, SEE CIVIL

PLANS.

ENCLOSED

BREEZEWAY

MDP- 1

MH- 5

FUTURE MASS

NOTIFICATION

AMPLIFIER

MH- 7

TYP

SH

SH- 4 SH- 12 SH- 25

SH- 5

GFI

GFI

GFI

MH- 12

MH- 8

CHASE /

MECH

GFI

GFI

SH- 3

2 3

SH- 14

MH

REFMH- 1

R1- 11

R2- 11

R3- 11

R4- 11

R9- 11

R10- 11

R11- 11

R12- 11

R13- 11

R20- 11

R21- 11

R22- 11

R23- 11

R27- 11

R26- 11

R25- 11

R24- 11

R19- 11

R18- 11

R17- 11

R16- 11

R15- 11

R8- 11

R7- 11

R6- 11

R5- 11 c by ZMM, LLC.

CHECKED

DATE

COMM. NO.

DRAWN

222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

ARCHITECTS

ENGINEERS

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21152

05.30.2025

POWER PLAN

R en ov at io ns to C

A M

P D

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IN

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W es t V irg in ia A rm y

N at io na l G ua rd Ki ng w oo d, W es t V irg in ia

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R U

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TI

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D O

C U

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TS

KPS TFK

1/8" = 1'-0"

POWER PLAN

GENERAL NOTES

1.

2.

3.

4.

5.

ELECTRICAL CONTRACTOR TO PROVIDE ALL MATERIALS REQUIRED TO SEAL FIRE

AND SMOKE WALL PENETRATIONS PER U.L. STANDARDS INDICATED IN FIRESTOPPING

SPECIFICATIONS.

MAINTAIN WORKING CLEARANCE SPACE IN FRONT OF ALL ELECTRICAL EQUIPMENT

PER LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.

REPLACE ALL EXISTING LIGHT SWITCHES AND DUPLEX RECEPTACLES WITH NEW

COVERPLATES AS SPECIFIED.

WHEREVER POSSIBLE CONCEAL NEW ELECTRICAL WORK ABOVE NEW CEILING.

NEW VERTICAL SURFACE MOUNT RACEWAY TO ABOVE CEILING IS TO BE USED ON

ALL EXISTING CMU BLOCK WALLS TO FEED NEW RECEPTACLES OR OTHER WALL

MOUNTED WIRING DEVICES.

R

EV

IS

IO

N S

N O

D

ES

C

R

IP

TI

O

N D

A

TE

AD

DE

ND

UM

.09

.20

KEYED NOTES

1.

2.

3.

4.

COORDINATE EXACT STOVE/OVEN ELECTRICAL REQUIREMENTS WITH FURNITURE

INSTALLER.

EXISTING CHASE RECEPTACLE CIRCUIT RETAINED FROM DEMO IS TO BE CONNECTED

TO NEW PANEL. INTERCEPT EXISTING CIRCUIT RETAINED FROM DEMO. PROVIDE NEW

#12 CONDUCTORS AND #12 GROUND IN 3/4" CONDUIT AS NECESSARY TO RECONNECT

CIRCUIT TO NEW 20A/1P BREAKER IN NEW PANEL MH.

EXISTING CHASE RECEPTACLE CIRCUIT RETAINED FROM DEMO IS TO BE CONNECTED

TO NEW PANEL. INTERCEPT EXISTING CIRCUIT RETAINED FROM DEMO. PROVIDE NEW

#12 CONDUCTORS AND #12 GROUND IN 3/4" CONDUIT AS NECESSARY TO RECONNECT

CIRCUIT TO NEW 20A/1P BREAKER IN NEW PANEL SH.

PROVIDE 20A/120V CIRCUIT TO RANGE HOOD ABOVE STOVE. COORDINATE EXACT

HEIGHT WITH CABINET ELEVATIONS. PROVIDE HARDWIRED OR RECEPTACLE AS

REQUIRED. DEVICE NOT SHOWN FOR PLAN CLARITY.

J

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

CLASSROOM

MECH /

ELECT

ELECTRICAL

28a

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

BILLETING

ROOM

CHASE

CHASE

CHASE

BILLETING

ROOM

RCP-1RCP-1RCP-1RCP-1RCP-1

RCP-1

RCP-1RCP-1RCP-1RCP-1RCP-1

RCP-1RCP-1RCP-1RCP-1

RCP-1 RCP-1 RCP-1 RCP-1

RCP-1 RCP-1 RCP-1 RCP-1

RCP-1RCP-1RCP-1RCP-1

ENCLOSED

BREEZEWAY

CHASE /

MECH

CHASE /

MECH

LAUNDRY

RR

14A

MECH.

MDP

SDP

AC-01 AC-02 AC-04 AC-09 AC-10 AC-11 AC-12 AC-13

EH-1

EH-2

AC-20 AC-21 AC-22 AC-23

AC-25 AC-26 AC-27AC-29AC-19AC-17 AC-18AC-16AC-15AC-05

E161R1

SDP- 4,6

AIR COMPRESSOR

EH-4

MDP- 9,11

R1 R2 R3 R4

R8R7R6R5

R9 R10 R11 R12 R13

R15 R16 R17 R18 R19

R20 R21 R22 R23

R24 R25 R26 R27

MH- 3

2 TYP

DOAS-D1

SH

AC-24

R1- 5 R2- 5 R3- 5 R4- 5

R5- 5 R6- 5 R7- 5 R8- 5

R9- 5 R10- 5 R11- 5 R12- 5 R13- 5

R15- 5 R16- 5 R17- 5 R18- 5 R19- 5

R20- 5 R21- 5 R22- 5 R23- 5

R24- 5 R25- 5 R26- 5 R27- 5

DOAS-D2

DH-2ADH-1A

R2- 8,10 R3- 8,10 R4- 8,10

R7- 8,10R6- 8,10R5- 8,10

R9- 8,10 R10- 8,10 R11- 8,10 R13- 8,10R12- 8,10R1- 8,10 R23- 8,10

R27-…