22. Attachment C - Cody Service Center Specifications.pdf

Attachment C

Cody Service Center Specifications

89503222BWA000053

21 May 2022

CODY SERVICE CENTER

OFFICE REMODEL

SECTION C

DESCRIPTION/SPECIFICATIONS

WYOMING

TOC-1

SECTION C

DESCRIPTION/SPECIFICATIONS

CODY SERVICE CENTER OFFICE REMODEL

DIVISION 1 – GENERAL REQUIREMENTS ............................................................................................. 1-1

A. CONTRACT REQUIREMENTS ....................................................................................................... 1-1

B. DESCRIPTION OF WORK ............................................................................................................. 1-1

C. BIDDING SCHEDULE ITEM “MOBILIZATION & PREPARATORY WORK” .................................. 1-1

D. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK ....................................... 1-1

E. CONSTRUCTION SCHEDULE ...................................................................................................... 1-2

F. MATERIAL ...................................................................................................................................... 1-2

G. RIGHT-OF-WAY ............................................................................................................................. 1-2

H. GEOLOGIC INVESTIGATIONS ..................................................................................................... 1-2

I. ELECTRIC POWER FOR CONSTRUCTION PURPOSES ........................................................... 1-2

J. WATER FOR CONSTRUCTION PURPOSES ............................................................................... 1-2

K. EXPLOSIVES AND BLASTING ...................................................................................................... 1-3

L. EMPLOYEE REQUIREMENTS ...................................................................................................... 1-3

M. SUBMITTALS AND CORRESPONDENCE .................................................................................... 1-3

DIVISION 11 – SERVICE BUILDINGS .................................................................................................... 11-1

A. CONTRACT REQUIREMENTS .................................................................................................... 11-1

B. BIDDING SCHEDULE ITEM “THERMAL PROTECTION”: .......................................................... 11-1 C. BIDDING SCHEDULE ITEM “METALS”: ...................................................................................... 11-1 D. BIDDING SCHEDULE ITEM “STEEL DOORS AND FRAMES”: .................................................. 11-4 E. BIDDING SCHEDULE ITEM “FINISHES”: ................................................................................... 11-8 F. BIDDING SCHEDULE ITEM “ELECTRICAL”: .............................................................................. 11-9

DIVISION 12 – PAINTING ....................................................................................................................... 12-1

A. CONTRACT REQUIREMENTS .................................................................................................... 12-1

B. BIDDING SCHEDULE ITEM “PAINTING”: ................................................................................... 12-1

DIVISION 13 – ENVIROMENTAL PROTECTION ................................................................................... 13-1

A. GENERAL ..................................................................................................................................... 13-1

DIVISION 1 - GENERAL REQUIREMENTS

1-1

A. CONTRACT REQUIREMENTS:

Construct and complete Cody Service Center Office Remodel, in accordance with the Construction Contract (Standard Form 1442); the Contract Clauses; WAPA’s Construction Standards, including Standard 1 – General Requirements (March 2021), Standard 2 – Sitework (March 2021), Standard 3 – Concrete (March 2021), Standard 4 – Substation Metalwork and Transmission Line Lattice Structures (March 2021), Standard 5 – Transmission Line Steel Pole Structures (March 2021), Standard 6 – Light Duty Steel Pole Structures (March 2021), Standard 7 – Wood Poles (March 2021), Standard 8 – Glued Laminated Structures (March 2021), Standard 9 – Substation – Electrical (March 2021), Standard 10 – Transmission Line – Electrical (March 2021), Standard 11 – Buildings (March 2021), Standard 12 – Painting (March 2021), Standard 13 – Environmental Quality Protection (March 2021), Standard 14 – Communication Facilities (March 2021), Standard 15 – Drawings (March 2021);

Standard Drawings; and these Project Specifications and Drawings.

If a conflict occurs between the Project Specifications and the Construction Standards, the Project Specifications shall govern. The Project Specifications and the Drawings are used to take exceptions or provide additions to the Construction Standards. Some paragraphs in the Construction Standards will not apply to this job.

WAPA’s Construction Standards, Standard Drawings and Electrical Equipment Standards are available at https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx.

WAPA Project Specifications and Construction Standards are explained in Standard 1 – General Requirements, Section 1.1.1, “Standards and Project Specifications”.

Payment for all work described in these Project Specifications and Drawings package is to be included in the associated Bidding Schedule items.

B. DESCRIPTION OF WORK:

The principal components of work are listed below, these are not listed in the order they need to be accomplished, and other components may be necessary to complete the work as described in the Project Specifications and Drawings:

1. Providing a partition wall to split the existing CAD Office (104) into two offices (104A/104B).

A more detailed description of the work to be performed under the Contract can be found in Divisions 11, 12, and 13.

The location of this project is located in Cody, WY 82414. See drawing CDY 0017 for further information.

C. BIDDING SCHEDULE ITEM “MOBILIZATION & PREPARATORY WORK”:

1. Bidding Schedule item “Mobilization and preparatory work” includes the following:

a. Performing mobilization and preparatory work in accordance with Section H of the contract clauses.

b. Prepare and submit a Construction Schedule and furnish a Safety and Health Program.

c. The Contractor shall remove all furniture and equipment from the CAD Office; store on site as directed by the COR; and, on completion of work, replace furniture and equipment as directed by the COR. Payment for this work shall be included in the Mobilization & Preparatory Work Bidding Schedule Item.

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D. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK: See FAR 52.211-10 in Section F of the solicitation/contract.

1. SUBMITTAL AND CORRESPONDANCE RESPONSE TIME: Except as otherwise provided for specific submittals, WAPA will require 20-calendar days for review of drawings or data submitted for approval.

2. OUTAGE RESTRICTIONS: In addition to the restrictions listed in Construction Standard 1, the following outage restrictions shall apply:

a. None

3. CONSTRUCTION SCHEDULE RESTRICTIONS: The following Construction Schedule restrictions shall apply:

a. The Contractor shall not work more than 12-hours per day and no more than 60-hours in one (1) continuous period without approval from the COR.

E. CONSTRUCTION SCHEDULE:

1. SUBMITTAL TIME: Prepare and Submit a Construction Schedule to the CO within 14-calendar days after date of Notice to Proceed.

F. MATERIAL: Furnish all material for completing the work.

G. RIGHTS-OF-WAY:

1. GENERAL: Orient construction methods and equipment to utilize Government-furnished rights-of-way or obtain additional temporary access without additional cost to WAPA. Any additional temporary access acquired by the Contractor shall have prior COR approval, since several areas of the transmission line have travel restricted areas. During the contract period, WAPA reserves the right to use Contractor-obtained access.

H. GEOLOGIC INVESTIGATIONS:

Geologic information has not been obtained for this project, and none is known to exist.

I. ELECTRIC POWER FOR CONSTRUCTION PURPOSES:

Electric power for construction purposes will be available without cost. Source of supply is located in the receptacles throughout the facility. The Contractor may furnish power for his operations by other means at no additional cost to WAPA. Power made available by WAPA will be delivered as single-phase, 60 Hz, AC, at approximately 120-240 V. Coordinate with the COR for establishing electric power service.

The Contractor may furnish power for his operations by other means at no additional cost to WAPA.

Make arrangements and provide all electric power for construction purposes. Provide necessary transmission lines, distribution circuits, transformers, and other electrical equipment for distributing the power to the places of use. At contract completion, remove temporary electrical equipment and distribution lines.

J. WATER FOR CONSTRUCTION PURPOSES:

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Water will be furnished for on-site construction purposes to the extent it is available. Furnish equipment and material for conveying the water to the point of use and determine if the water is suitable for use in the work. No charge will be made for water.

K. EXPLOSIVES AND BLASTING:

Explosives shall not be used.

L. EMPLOYEE REQUIREMENTS:

In addition to the requirements listed in WAPA Construction Standard 1.4.3 all employees are restricted from wearing a headset, headphone, or other listening device, other than a hearing aid or instrument for the improvement of defective human hearing, hearing protection worn as the hazard exists or for communication purposes while on a WAPA jobsite.

M. SUBMITTALS AND CORRESPONDENCE:

1. GENERAL: The Contractor shall furnish submittals via email as specified in the Construction

Standards and this Project Specification to the email address listed under the Transmittal section below and with the following requirements:

a. Submittals shall be in the following formats, standard PDF, Microsoft Word (.docx), Microsoft Excel (.xlsx), Electronic CAD (.dwg) (AutoCAD version 2018). All submittals in .dwg format shall also be submitted in .pdf format.

b. Each submittal shall include label at the top of the first page or drawing with the WAPA

Contract number with the 4-digit Specification number, if applicable (89503222CWA000XXX-XXX), WAPA project title, Bidding Schedule Contract Line Item Number (CLIN) equipment designation or if a designation is not available applicable division number and applicable division paragraph number.

c. Multiple CLIN’s on a single submittal are not permitted. For Associated Electrical

Equipment and Material’s CLIN, which contains multiple equipment types, each type shall be submitted separately with the exception that Phase Identification Signs and Equipment Identification Signs can be submitted together.

d. A cover transmittal letter will be provided by WAPA (in both a Microsoft Word and PDF format) and shall be included with each email submittal. The transmittal shall also contain a contact name, the WAPA Contract number with the 4-digit Specification number, if applicable (89503222CWA000XXX-XXX), WAPA project title, CLIN and applicable division number and applicable division paragraph number.

2. TRANSMITTAL: The Contractor shall submit all correspondence (Request for Information, Submittals, etc.) to the following email addresses care of the COR.

Rocky Mountain Region

ATTN: J5600

Email:RMR-J5600-CS@wapa.gov file://alkvcengm/S/specifications/2016%20Substation%20and%20T-Line/Guides/RMR-J5600-CS@wapa.gov file://alkvcengm/S/specifications/2016%20Substation%20and%20T-Line/Guides/RMR-J5600-CS@wapa.gov

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3. SUBMITTAL RESPONSE: WAPA will provide a response to all submittals in accordance with Division 1.D.2 of these specifications with an “Acceptable” or “Not Acceptable” status, with comments as appropriate to the email address where the submittals originated.

4. PHYSICAL SAMPLE SUBMITTALS: When physical specimens or digital media are required to be submitted for approval, (i.e., brick samples, roofing material samples, carpeting, CDs, DVDs, etc.) the Contractor shall provide a digital cover letter outlining the physical sample submittal prior to sending the sample (including tracking data when applicable), and shall deliver physical specimens to:

Western Area Power Administration

ATTN: J5600

5555 E. Crossroads Blvd.

Loveland, CO 80538

5. PROJECT PROTOCOL:

a. Electronic Correspondence:

EMAIL SUBMITTAL FORMAT:

Subject Line in Email

Submittal number, Subject, Applicable Standard Number, Project Name/Number, and Contract Number

Example: Submittal 006, Gravel, Crystal Dam 7.2-kV Underground Feeder Replacement, 895032-22B-WA000XXX

b. Payment Requests:

EMAIL PAYMENT REQUEST FORMAT:

Invoice number and Project Name/Number and Contract Number Example: Invoice 01, Crystal Dam 7.2-kV Underground Feeder Replacement, 895032-

22B-WA000XXX

c. Certified Payrolls-Prime and Sub-Contractors:

EMAIL CERTIFIED PAYROLL FORMAT:

Certified Payroll (CP), Contractor’s names, Week ending (WE), and Project Name/Number, and Contract Number

Example: CP-(Smith Inc., Bob’s Electrical), WE 09/12/22 & 09/19/22, Crystal Dam 7.2-kV Underground Feeder Replacement, 895032-22B-WA000XXX

d. Request for Information:

EMAIL (REQUEST FOR INFORMATION) FORMAT:

1-5

Request for Information (RFI), Project Name/Number, and Contract Number Example: RFI-003, Labeling Info, Crystal Dam 7.2-kV Underground Feeder Replacement, 895032-22B-WA000XXX

6. SUBMITTAL TABLE:

SPEC DIV NO. SECTION DESCRIPTION

OF MATERIAL

SH

O

P D

R A

W

IN

G S

PR

O

D U

C T

D A

TA

IN

ST

A

LL

A

TI

O N

D

W

R R

A N

TI

ES

M

IN

TE

N A

N C

E M

A

TE

R

IA

LS

PR

O

JE

C

T R

EC

O

R D

O

M D

SA

M

PL

ES

1 Standard 1.1.4 General Conditions

Construction Program X

2 Standard 1.1.6 General Conditions

Breakdown of Contract Prices X

3 Standard 1.4.1 General Conditions

Site Specific Safety Plan X

4 Standard 1.4.1 General Conditions

Superintendent Resume X

5 General Conditions

Citizenship Forms X

6 Division 11 Service Buildings Caulks and Sealants X

7 Division 11 Service Buildings Insulation X

Division 11 Service Buildings Cold Formed Metal Framing X X

8 Division 11 Service Buildings Steel Door and Frames X X X X

9 Division 11 Service Buildings Door Hardware X X X X

10 Division 11 Service Buildings Gypsum Wallboard X

11 Division 11 Service Buildings Drop Ceiling Tiles X

12 Division 11 Service Buildings Resilient Base X

13 Division 11 Service Buildings Electrical- Luminaires X X

14 Division 11 Service Buildings Electrical - Switches X X

15 Division 12 Paint Paint Systems X X X 16 Drawings CDY 340a Supply Diffuser X X

DIVISION 11 – SERVICE BUILDINGS

11-1

A. CONTRACT REQUIREMENTS

1. GENERAL: The Contractor shall provide all materials, labor, and equipment to construct and complete the work as indicated on the Project Drawings, as specified herein, and as required for a complete and proper installation.

2. PAYMENT: The Contractor shall include all costs associated with the work in this Division in the correlating bid item listed in the Bidding Schedule.

3. SUBMITTALS: For all submittals reference Division 1, Section M “Submittals and

Correspondence”.

B. BIDDING SCHEDULE ITEM “THERMAL PROTECTION”:

1. CAULKS AND SEALANTS:

a. GENERAL: The Contractor shall provide all materials, labor, and equipment for caulks and sealants; as indicated on the Project Drawings, specified herein, and required for a complete and proper installation.

b. MATERIALS: Caulking and Sealants: Refer to Standard 07 91 00 JOINT SEALANTS, Section 3 – Materials for requirements

c. INSTALLATION: Caulking and Sealants: Refer to Standard 07 91 00 JOINT SEALANTS, Section 4 – Installation for requirements

2. INSULATION:

a. GENERAL: The Contractor shall provide all materials, labor, and equipment for unfaced insulation in interior walls, ceilings, and other locations; as indicated on the Project Drawings, specified herein, and required for a complete and proper installation.

b. MATERIAL: Refer to Standard 07 21 16 BLANKET INSULATION, Section 3 – Materials for requirements.

c. EXECUTION/INSTALLATION: Refer to Standard 07 21 16 BLANKET INSULATION, Section 4 – Execution for requirements.

C. BIDDING SCHEDULE ITEM “METALS”:

1. COLD FORMED METAL FRAMING:

a. GENERAL: The Contractor shall provide all materials, labor, and equipment to provide cold formed metal framing including, but not limited to, steel studs, joists, tracks, anchors, bridging, bracing, and other accessories as indicated on the Project Drawings, as specified herein, and as required for a complete and proper installation. Unless noted otherwise, latest editions of referenced specifications and standards apply.

b. MATERIAL:

1. All products are to be manufactured by a current member of the Steel Stud

Manufacturers Association. Emboss or stamp on the web of each item provided

11-2 under this section, at a maximum spacing of 48-inches, identification including, but not limited to, the manufacturer’s name, yield strength, and the minimum base metal thickness (mils).

2. Structural Components (Steel Studs, Joists, Headers, Tracks, Bridging, and Straps):

a. Formed from galvanized sheet steel

b. Minimum Yield Strength (Fy): 50,000 psi

c. Minimum steel conformance meeting ASTM A653 SS Grade 50 or ASTM

A1011 SS Grade 50

3. Metal Stud Framing: Metal studs, runner channels, and accessory members made from not less than 16-gauge galvanized steel, other noncorrosive metal, or steel protected with corrosion-resistant paint.

4. Accessories (Including but not limited to Clips, Web Stiffeners, Anchors, Fastening Devices, Bracing, Furring, End Closures, and Accessory Materials):

Shall be manufactured and finished with the same quality of material as the structural components, unless otherwise noted.

5. Fasteners (Self-Drilling, Self-Tapping Steel Screws): Minimum No. 6, Type S, 1- 1/8 inches long, unless noted otherwise.

6. Fasteners (Welding): All welds, where applicable and as shown on drawings, shall conform to AWS D1.1. All welds of galvanized steel shall be touched up with zinc-rich paint. All welds of carbon sheet steel shall be touched up with paint.

7. Anchor Devices: As shown on Project Drawings.

c. FABRICATION:

1. General: Fabricate assemblies of sizes and profiles required, with joints fitted, secured, reinforced, and braced for loads. Cuts are to be square for attachment to perpendicular members, or as required for angular fit against abutting members.

2. Prefabrication Option: Components may be shop fabricated into panels prior to erection. Prefabricated panels shall be square, with components attached and braced in a manner to prevent racking and to minimize distortion while lifting and transporting.

3. Attachment: Unless noted otherwise on drawings, attach similar materials by welding in accordance with AWS; attach dissimilar materials with screws, bolts, or suitably designed clips. Wire tying of components is not permitted.

4. Temporary Bracing: Provide temporary bracing where required until erection is complete.

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5. Insulation: Provide insulation equal to that specified elsewhere and install in all multiple studs and headers which will be inaccessible at the worksite.

6. Repair: Touch up welds and scratched or damaged galvanizing.

d. ERECTION: Erect in accordance with Drawings, manufacturer’s instructions, and this Specification.

1. Runner Tracks: Align and locate in accordance with Drawings. Provide uniform and level bearing surface for tracks at each stud with full shims or grout. Unless noted otherwise on drawings, secure track to supporting structure with anchorage devices at maximum 24 inches on center. Anchor intersecting or abutting runner track joint to a common structural element or splice together. Do not splice runner track over headers or bracing.

2. Bearing and Non-Bearing Studs: Erect studs as shown on Drawings. Place studs at 16 inches on center, not more than 2-inches from abutting walls, and at each side of openings. Plumb, align, and squarely seat studs in top and bottom runner tracks and fasten studs to tracks as shown on drawings. Erect studs in one piece; splices and wire tying are not permitted. Install in accordance with ASTM C754. At the Contractor’s option, metal stud framing may be welded, if recommended by manufacturer, in lieu of fastener connections. Welding shall be in accordance with applicable standards of AWS D1.3. Install supplementary studs and reinforcement to support wall-mounted fixtures and equipment.

3. Joists: Erect ceiling joists as shown on Drawings. Joists are to be parallel and have uniform and level end bearing. Locate joists directly over bearing studs or provide load distribution member at top of the bearing wall as shown on Drawings. Provide web stiffeners at concentrated load points and joist ends where shown on Drawings. Joist bridging is to be provided in accordance with manufacturer’s instructions. Provide end blocking for joists when joist ends are not otherwise restrained from rotation. Frame openings as shown on Drawings.

4. Corners: Unless noted otherwise on Drawings, construct corners using a minimum of three (3) studs.

5. Openings: Provide built-up headers, head & sill tracks, jamb studs, cripple studs, and in fill studs as shown on drawings. In-fill studs above and below openings are to match wall stud spacing.

6. Lateral Bracing: Shear wall panels for frame stability and lateral load resistance consist of flat strap cross bracing combined with multiple jamb studs anchored to the foundation as shown on drawings. Unless noted otherwise on drawings, exterior sheathing and interior finish are not designed to provide bracing.

7. Bridging: Provide bridging or horizontal bracing for walls in accordance with framing manufacturer’s recommendations.

8. Blocking: Attach cross studs or furring channels to studs for attachment of finish material, plumbing fixtures, toilet accessories, grab bars, specialty material, trim, and other material anchored to walls. Install framing between studs for attachment of electrical boxes, and other mechanical and electrical material.

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9. Insulation: Install insulation in all multiple studs, headers, and corners before attaching members.

10. Painting: After erection, clean all field welds of galvanized steel and touch up with zinc rich paint.

11. Provision for Vertical Movement of Structure: Provide deflection track as detailed on the drawings.

D. BIDDING SCHEDULE ITEM “STEEL DOORS AND FRAMES”:

1. STEEL DOORS AND FRAMES:

a. GENERAL: The Contractor shall provide all materials, labor, and equipment for steel doors, doorframes, and other accessories as indicated on the Project Drawings, specified herein, and required for a complete and proper installation.

b. PRODUCT HANDLING AND PROTECTION: Follow manufacturer’s special storage and handling requirements.

c. MATERIAL:

1. Interior Steel Doors: Level II (heavy duty), model 1 (full flush construction), 1 3/4-inches thick, 18-gauge, in accordance with ANSI/SDI A250.8. Door type as shown on drawings.

2. Steel Doorframes: Doorframes shall be welded and of types and sizes shown on the drawings; in accordance with requirements of ANSI/SDI A250.8, except for gauge.

3. Interior Doorframes: Interior doorframes shall be 16-gauge sheet steel.

4. Frame Anchors: SDI standard, compatible with adjacent construction, and welded to doorframe.

5. Stiffeners: Shall be not less than 12-gauge steel.

d. FABRICATION:

1. General: Doors and frames shall be reinforced, drilled, and tapped in shop to receive projecting hardware. Perform drilling and tapping for surface hardware in the field. Use templates furnished by hardware manufacturer to ensure correct fitting and installation of hardware.

2. Doors: Top and bottom of doors shall receive a flush end closure treatment.

Surface sheets shall be supported by continuous, hat-shaped members not less than 20 gauge, spaced not more than 6 inches on center, and internally spot welded to both surface sheets not more than 4 inches on center. Undercut each door leaf as required for proper clearance and installation of weather-stripping and threshold.

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3. Frames: Frames for installation in wall openings over 4 feet wide shall have a 12 gauge channel stiffener factory welded into the head. Frames for installation in exterior and interior walls shall be of welded construction.

4. Anchors: Provide a minimum of four welded anchors per jamb and one welded anchor per door head. In addition, provide sill anchors for all frames.

5. Shop Finish: Exterior doors and frames shall be galvanized, followed by a phosphate treatment, and given the manufacturer’s standard shop coat of non-bituminous priming paint. All exterior frames shall receive one coat of bituminous water-resistant paint on the inside, unexposed surface.

e. INSTALLATION:

1. Doors and Frames: Install doors and frames in true alignment with head level and jambs plumb. Install welded-type doorframes at the time walls are constructed; brace and anchor in place.

2. Field Painting: After doors are installed, but before projecting hardware is installed, doors and doorframes shall be painted in accordance with these specifications.

3. Adjustment: Before acceptance of work, test operation of doors and correct defects in operation.

2. DOOR HARWARE:

hardware for steel doors, complete with fasteners, anchors, and other accessories for full operation of hardware, as indicated on the Project Drawings, specified herein, and required for a complete and proper installation.

b. PRODUCT HANDLING AND PROTECTION: Follow manufacturer’s special storage and handling requirements.

c. MATERIAL:

1. Door Hardware: Provide each door in each hardware group of Table 2 – Hardware Schedule, with type and number of hardware items specified by Table 1 – Door Hardware Types. Items for each hardware type shall be products of same manufacturer. Hardware shall be equal to manufacturer’s catalog items referenced in Table 1 below.

2. Keying:

a. Door locks shall be keyed the same.

b. Existing Keying System: A master keying system has been established with Best Lock Company. Key all locks to this system. Key numbers for existing keying system will be furnished to the Contractor by the COR upon written request. The COR will instruct the contractor whether six or seven

11-6 pin cores are required and may opt to install permanent cores after completion of construction.

c. Construction Keying: Supply locks with temporary construction cores;

temporary construction cores shall be interchangeable with permanent cores which are removable only by special control key.

d. Permanent Keys: Western will provide and install permanent core.

3. Fasteners: Provide hardware with screws, bolts, and other fasteners of suitable size and type to anchor hardware in position for long life under hard use.

Provide expansion shields, toggle bolts, hex bolts, and other anchors suitable for type of material to which hardware is applied. Fasteners shall be compatible with or match hardware material and finish.

d. INSTALLATION:

1. General: Install hardware in accordance with manufacturer’s recommendations, using proper templates.

2. Painting: Do not install projecting hardware until painting of doors and frames is complete.

3. Thresholds: Fit tight to doorframes, set in full beds of mastic, and attach to concrete with machine screws in expansion anchors.

4. Closers: Provide parallel arms at out swinging exterior doors to prevent exterior exposure. Size exterior door closers one size oversized.

5. Adjustment: Test operations of each door, verify lock location, adjust hardware, and correct defects in operation.

e. TABLE 1 - DOOR HARDWARE TYPES (Table 6-1)

Type Hardware Schedule

Designation Description Finish Manufacturer’s

Catalog Items

Number Required Per Door

Hinges H1 4 1/2” x 4 1/2”, brass, heavy weight, full mortise, template, five knuckles, four ball bearings, non-removable pin, and flat button tips.

US26D Hager BB1199

NPR.

Stanley FBB199 NRP or equal.

1 1/2 pair per jamb.

Lock set L1 Mortise lock set with knobs, roses, and cylinder rings; antifriction latch bolt, stops or toggle in face, deadbolt throw of 1”;

screw less knob spindle; and cylinders with interchangeable tumbler core.

ANSI F97 entrance function, double locking.

619 Best 45H 7TA3 H.

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Type Hardware Schedule

Designation Description Finish Manufacturer’s

Catalog Items

Number Required Per Door

Latch Set L2 Heavy duty cylindrical latch set, lever, and trip to match exterior doors.

ANSI F75 passage set.

619 Best 9K series or equal.

Door closer

C1 Modern-type surface closer with cover for parallel arm installation on stop side of door; rack-and-pinion construction, with closing force range adjustable 15% or more over minimum spring load; adjustable back check; adjustable closing speed and latching speed; and hold-open parallel arm with holding range of 90 to 180°.

Norton P8501H

Doorstop ST For wall installation on concrete or gypsum board surface, projection of approximately 3 5/8”, and base diameter of 2 1/4”.

US26D Ives 443

Door Bottom

Seal

DBS One piece aluminum door bottom sweep with vinyl seal.

Pemko 345AV or equal.

Two at each door.

Threshold T1 One-piece, extruded aluminum threshold with thermal break; 1/2” height; 4” width;

silicone seal; length equal to full width of door; notched ends at doorstops;

countersunk screw holes spaced approximately 12” center-to-center with end holes not more than 3” from ends of thresholds; and flat-head machine screws that color match the thresholds.

Mill Pemko

252X226AFGS

or equal.

1 continuous at sill.

Weather-stripping

W1

W2

Self-adhesive silicone rubber weather-stripping.

Rigid jamb and head weather-stripping with silicone seal, installed on interior of door.

Pemko S88D

Pemko 316AS

Continuous at head and jambs.

f. TABLE 2 – HARWARE SCHEDULE

11-8

Hardware Group Number

Door Number Required Hardware

(See Table 6-1)

Remarks

1 1 H1 L2

ST

DBS

T1 W2

In-swinging interior door.

E. BIDDING SCHEDULE ITEM “FINISHES”:

1. GYPSUM WALLBOARD SYSTEMS:

gypsum wallboard and accessories work, as indicated on the Project Drawings, specified herein, and required for a complete and proper installation.

b. MATERIAL:

1. Gypsum Wallboard:

a. Gypsum Wallboard: ASTM C-36, type X (fire-retardant core), Class 1 (plain face), Form A (plain back), Style 3 (tapered edge), 5/8-inch thickness.

2. Accessories:

a. Gypsum Wallboard Fasteners: Drywall screw fasteners shall be Phillip-head screw fasteners with a self-drilling point and self-tapping bugle head, for use with a power-driven tool. Size of fasteners shall be as recommended by manufacturer.

b. Metal Corners and Trim: Galvanized steel or other noncorrosive metal and of standard commercial quality. Metal trim shall be square type and corners shall have tape-type wings.

c. Control Joints: United States Gypsum Control Joint No. 093 (or approved substitute).

d. Tape and Joint Cement: Material for treatment of joints in gypsum wallboard, including tape and compound, shall conform to requirements of

ASTM C 475.

c. INSTALLATION:

1. Gypsum Wallboard:

a. General: Do not apply gypsum board to walls and ceiling until pipes, electrical conduit, insulation, and other features to be concealed are placed. Where practicable, apply gypsum board with long dimension

11-9 perpendicular to studs. Butt board together tightly at joints and stagger end joints. Ends of board shall bear on a support with at least 5/8-inch bearing.

Fill damaged surface areas as required with an approved filler material.

Repair defective fastenings in accordance with manufacturer’s instructions.

2. Accessories:

a. General: Install metal corners at outside corners and other locations where required to conceal exposed edges. Install metal trim at openings and other locations as required to conceal exposed edges of board. Install metal corners and trim in accordance with manufacturer’s instructions.

Install with screw fasteners of the type recommended by manufacturer, and screwheads shall be driven to provide a slight depression below the board surface. Do not drive screw fasteners closer than 3/8 inch from board edges. Fasten gypsum board to each support with screws spaced not more than 12 inches on center in the field of board and at 12 inches on center staggered along abutting ends.

2. DROP CEILING TILES:

a. GENERAL: The Contractor shall provide all materials, labor, and equipment for ceiling grid & tiles, as indicated on the Project Drawings, specified herein, and required for a

b. MATERIALS: Replace all damaged ceiling tiles with matching tiles and provide grid and accessories for installation.

c. INSTALLATION: Follow manufacturer’s installation instructions.

3. RESILIENT BASE:

a. GENERAL: The Contractor shall provide all materials, labor, and equipment for resilient base, as indicated on the Project Drawings, specified herein, and required for a

b. MATERIALS: Refer to Standard 09 65 13 RESILIENT BASE, Section 3 – Materials for requirements. Color: Chocolate.

c. INSTALLATION: Refer to Standard 09 65 13 RESILIENT BASE, Section 4 –

Installation for requirements.

F. BIDDING SCHEDULE ITEM “ELECTRICAL”

1. GENERAL: The Contractor shall provide all materials, labor, and equipment for electrical work, as indicated on the Project Drawings, specified herein, and required for a complete and proper installation.

2. LUMINAIRES:

a. MATERIALS:

1) Light Fixture: Lithonia, Model: CPX 2X4 4000LM 40K M2 (or approved substitute).

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2) Light Switch: Lutron, Model: DVCL-153P-WH 3-Way/Single-Pole CFL/LED DIVA

Dimmer – White (or approved substitute).

b. INSTALLATION: Install per local code, manufacturer’s specification, and as shown on Project Drawings.

3. WIRING DEVICES:

a. GENERAL: Provide factory-fabricated wiring devices and conductor, in types, colors, and electrical ratings for applications indicated and complying with NEMA Stds pub No.

WD 1. Where types and grades are not indicated, provide proper selection as determined by Installer to fulfill wiring requirements, and complying with NEC and NEMA standards for wiring devices. Wiring devices other than those listed shall be of the type and rating required for service.

DIVISION 12 - PAINTING

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A. CONTRACT REQUIREMENTS:

1. GENERAL: The Contractor shall provide all materials, labor, and equipment to construct and complete the work as indicated on the Project Drawings, as specified herein, and as required for a complete and proper installation.

2. PAYMENT: The Contractor shall include all costs associated with the work in this Division in the correlating bid item listed in the Bidding Schedule.

3. SUBMITTALS: For all submittals reference Division 1, Section M “Submittals and

Correspondence”.

B. BIDDING SCHEDULE ITEM “PAINTING”:

1. PAINTING:

a. GENERAL: Provide materials and equipment to apply primer, paint, and coating in accordance with this section. Methods of preparing and applying paint or coating not included herein shall be in accordance with manufacturer’s instructions.

1. Product Data: Manufacturer’s technical information including paint label analysis, preparation of surface, spread rates, thinning instruction, mixing, coverage of paint, recommended number of coats, and application instruction for primer, paint, and cement-base coating with bonding agent.

2. Samples: Submit a color deck for color selection by WAPA.

3. Material-Safety Data Sheets: Submit in accordance with Subsection D, of the

“Safety and Health, General” section of the “General Requirements” Division.

b. DELIVERY, STORAGE: Deliver paint materials in sealed labeled containers, with manufacturer’s name, type of paint, brand name, color designation, date of manufacturing, and instructions for mixing and reducing. Store paint materials as recommended by the manufacturer.

c. ENVIRONMENTAL CONDITIONS: Provide ventilation, lighting, and necessary safety equipment for protecting workmen during painting operation.

d. PROTECTION: Protect name plates, cover plates, and other surfaces from paint and damage. Repair damage as a result of inadequate or unsuitable protection. Furnish drop cloths, shields, or protective equipment to prevent spraying or droppings from fouling surfaces not being painted including surfaces within storage and preparation area.

2. SURFACE PREPARATION FOR PAINTING:

a. GENERAL: Surface preparation shall be in accordance with the manufacturer’s installation instruction and as given below.

b. METAL SURFACES (DOORS AND FRAMES): Surface preparation shall be in accordance with Standard 12, Section 12.1.2, “Surface Preparation”. Clean and touch up primer coat on hollow metal doors and frames prior to painting.

DIVISION 12 - PAINTING

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c. GYPSUM BOARD: Repair damaged surfaces in accordance with the “Gypsum Wallboard System” section. Prior to sealing and painting, clean surfaces of dust and other foreign material.

3. PAINT SYSTEMS:

a. GENERAL: Selected paint system for any particular item shall consist of primer and finish coats from the same manufacturer.

b. DOORS AND FRAMES: metalwork shall be painted using the following:

1. Sherwin-Williams Company (Ferrous Metal Surfaces):

First and Second Finish Coats: Industrial Enamel, B54Z Series, gloss, 2.0 to 4.0 mils dry film thickness per coat, COLOR: Match color of adjacent doors in office.

c. GYPSUM WALLBOARD: Interior gypsum wallboard walls, ceilings, and accessories shall be painted using the following:

1. Sherwin-Williams Company:

a. Primer Coat: Pro-Mar Latex Wall Primer B28W1, color white, flat, 400 square feet per gallon.

b. First and Second Finish Coats: Super Save-Lite Dryfall semi-gloss, B47W62, 260 square feet per gallon each coat. COLOR: White Chapel Hotel Ecru

DIVISION 13 – ENVIRONMENTAL QUALITY PROTECTION

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A. GENERAL:

Bidding Schedule does not contain a separate item for “Environmental Quality Protection”. The cost of compliance with requirements of Division 13 shall be included in the applicable bidding schedule items. The Contractor shall review the latest version of WAPA’s Construction Standard 13 – Environmental Quality Protection and comply with all requirements.

B. SPECIAL PROVISIONS:

NO SPECIAL PROVISIONS FOR THIS PROJECT

Message from the Administrator

At Western Area Power Administration (WAPA), we show our commitment to safety every day through the actions we take, the training we offer and the work conditions we provide. We expect the same commitment to safety from each of our contractors who provide products or services to WAPA. In performing work for WAPA, all contractors must make the right decisions to ensure that the work environment is as safe as possible.

Our safety program is based on four points:

Safety procedures or common sense must be applied by each Federal and contract employee. Safety should not be set aside to meet a project schedule or for personal convenience.

Employees and contractors must believe that they have the right and the responsibility to identify and take action to reduce, if not eliminate, hazardous work environments and hazardous work practices.

Managers and supervisors must lead by example and execute their responsibility to ensure each job is accomplished in a safe and healthy way.

Safety is a personal responsibility. Each individual makes the decision on what action to take to accomplish a task.

By integrating these principles into every task we take, together we can ensure WAPA is a safe place to work.

Tracey A. LeBeau Administrator and CEO (Interim)