Attachment_2__Drawings.pdf

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Demountable Walls Federal contract opportunity
Solicitation number
N6660419Q2934
Issued by
Department of the Navy Naval Sea Systems Command

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Drawings & Specifications

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N6660419Q2934_Demountable_Walls.pdf PDF

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DEMOUNTABLE WALLS

CODE 25

STATEMENT OF WORK

10/09/18

INTRODUCTION/BACKGROUND

The Naval Undersea Warfare Center Division Newport (NUWCDIVNPT) has approved the installation of new demountable walls to partition off noisy work areas from adjacent office spaces. The installation will take place across three separate buildings.

SCOPE OF WORK

The scope of work includes all planning, execution, and implementation required to perform the tasks as outlined in this statement of work. Each stage of the project will require approval from the contracting officer before moving on to the next stage.

Not included in the scope of work for this project is any work associated with providing electrical power or data distribution inside the new demountable walls.

APPLICABLE DOCUMENTS

The following documents accompany this statement of work:

Specification Section 10 22 19 “Demountable and Movable Partitions” – revised 10/05/2018

NUWCDIVNPT Drawing # 18‐022A (5 sheets) – revised 10/09/2018

PERIOD OF PERFORMANCE

The period of performance for the Demountable Wall Project is ninety (90) days after contract award.

All work must be complete within this timeframe.

PHASING

Project will take place in phases with each building being its own phase; three (3) phases total. Format the proposal to reflect the pricing associated with each phase of the project.

PLACE OF PERFORMANCE

The work is located at the Naval Undersea Warfare Center Division Newport, Newport, RI. The exact location will be shown by the contracting officer.

SAFETY

Comply with EM 385‐1‐1, NFPA 241, Federal and State OSHA regulations, and other related submittals and activity fire and safety regulations. The most stringent standard prevails.

Demountable Walls ‐ Code 25 NUWCDIVNPT Buildings 1171, 1258, 1259

SPECIFICATION SECTION 10 22 19

DEMOUNTABLE AND MOVABLE PARTITIONS

10/05/2018

PART 1 GENERAL

Government approval is required for all submittals. Submit the following:

SD‐02 Shop Drawings

Installation

SD‐03 Product Data

Warranty

Partition System

SD‐04 Samples

Partition System Color Samples

SD‐07 Certificates

Burning Characteristics

Acoustical Performance

SD‐10 Operation and Maintenance Data

Assembly Manuals

Maintenance Manuals

QUALITY ASSURANCE

Partitions must be installed by an authorized dealer with a certified installation crew.

DELIVERY, STORAGE, AND HANDLING

Deliver materials to project site in accordance with manufacturer's instructions in original unopened and undamaged packages. Store in a clean, dry, and secure place free from damage during construction activities. Packages must contain labels indicating the manufacturer's name, brand name, size, finish and placement location.

WARRANTY

Warrant the partition system for a minimum period of two years. Warranties must be signed by the authorized representative of the manufacturer. Warranties accompanied by document authenticating the signer as an authorized representative of the guarantor must be presented to the Contracting Officer upon the completion of the project. Guarantee that the partition system and installation are free from any defects in material and workmanship from the date of delivery.

PART 2 PRODUCTS

SYSTEM DESCRIPTION

Burning Characteristics

Submit certification attesting that partition system has a Class A (under 25) Flame Spread Rating in conformance with ASTM E84.

Acoustical Performance

Submit certification attesting that sound‐rated partition assemblies have a minimum Sound Transmission Coefficient (STC) of 44 for solid panel. Determine STC range in accordance with Sound Transmission Test by Two‐Room Method and reported in accordance with ASTM E90 and ASTM E413 for frequency data. Tested assembly must have been assembled in the same manner that the partitions will be installed on the project.

Structural Performance

Submit test results from an independent laboratory certifying the following results.

Transverse‐Load Capacity

Provide partitions capable of sustaining 5 psf minimum transverse load with lateral panel deflection no greater than 1/240 for solid panel when tested in accordance with

ASTM E72.

Non‐Load Bearing Capability

Wall system is designed for non‐load bearing capability.

Electrical and Communication Capability

Provide a partition system that accommodates electrical switches, outlets, voice/data cabling and jacks, and other components within the internal panel cavity. System will be outfitted with cabling and jacks by others.

PARTITION SYSTEM

Provide a partition system consisting of a series of individual, floor‐supported, floor‐to‐ceiling, site assembled panels as shown. Provide a system that is non‐progressive, allowing for removal and re‐installation of panels, including door frames, at any position, without disturbing adjacent panels. Provide panel faces that are removable, reusable, and attached to the panel frame without the use of screws or other mechanical fasteners. Provide a top channel that holds panels in place and accommodates floor‐to‐ceiling variations. System must be capable of attaching to multiple standard ceiling types in a non‐marring manner. Provide floor attachment without mechanical fastening. Installation, modifications, and removal of the system must not damage adjacent building surfaces and elements, including floors, walls, ceilings, columns and window mullions. All system connectors to fixed building components must be removable, and reusable, and non‐marring. Solid panels must be capable of field cutting to accommodate variations in floor and ceiling levels, end filler conditions, and other existing building conditions.

The partition system must be complete with accessories to meet performance requirements.

Submit product data for partition system, to include catalog cuts, brochures, product information, and other necessary literature to indicate compliance with specifications.

MATERIALS AND COMPONENTS

Panels

Provide panel faces constructed of gypsum board, wood composite, or fiber composite.

Include panels with panel connectors at joints to align panels. Provide concealed integrated slots to mount furniture components, accessories and equipment at multiple elevations. Maximum total load for bracket supports on one or both wall surfaces must not exceed 1240 lb. Provide panels that are manufacturer's standard construction with fillers and bracing as required. Provide panel thickness of minimum 2 1/4 inch. Submit Assembly Manuals describing assembly and reconfiguration procedures.

Framing System

Provide framing system that consists of extruded aluminum or roll‐formed steel components which include ceiling runners, floor track, studs or posts, bracing, and suitable treated fasteners to prevent corrosion. Provide a rigid, stable partition system when the frame is assembled with the panels.

Doors and Frames

Provide demountable partitions complete with single, butt‐hinged doors and frames as shown on the drawings. Provide doors and frames that are fully contained with the panels and use standard panel connection methods. Provide 1‐3/4 inch thick flush type hollow metal doors of manufacturer's standard construction. Door frames must be compatible in appearance with other trim components and allow for variations in floor level.

Door Hardware

Provide hardware for doors in accordance with drawings. Provide hardware cutouts and reinforcement as required in doors and frames for hardware furnished.

Trim

Provide base, ceiling and panel trim without exposed fasteners nominal 4 inch high, with flush profile.

FINISHES

Provide panel finish of factory‐applied powder coat steel or high pressure laminate. Provide exposed metal trim finish of factory‐applied powder coat steel or aluminum. Provide factory‐ applied powder coat doors. Submit all exposed Partition System Samples to include panel and component finishes. Samples must be actual samples and a minimum of 3 by 3 inches in size.

Finish color will be selected by the Government upon receipt of samples.

PART 3 EXECUTION

EXAMINATION

Verify field dimensions before fabrication of partition system and record on installation drawings. Coordinate fabrication and installation schedule with construction schedule to avoid delay in the work. Examine and verify that site conditions are in agreement with the design package and manufacturer's requirements.

PREPARATION

Verify floor and ceiling dimensions in accordance with approved shop drawings prior to starting the work. Correct conditions which may adversely affect the partition installation before installing partitions.

INSTALLATION

Do not install items that show visual evidence of biological growth. Install partitions using certified installers in accordance with manufacturer's recommended installation instructions.

Install partitions in conformance with details in the drawings and approved installation drawings. Assemble and erect the system with the least possible drilling and cutting of existing construction. Provide a complete partition installation with accessories to meet specified requirements and the capability of disassembly by means of ordinary tools. Provide concealed fastening devices and pressure‐fit components that will not mar the floor, wall and ceiling surfaces and are free of exposed screws, nuts, rivets or bolts. Install panels rigid, straight and plumb, with horizontal lines level and aligned. Provide a complete installation with continuous light and sound seals at connections to ceilings, floors, fixed walls and abutting surfaces.

Doors and Windows

Hang doors to swing freely and fit hardware precisely. Install glass for glazed openings on shims in a vinyl or polyurethane foam gasket. Install glass stops without exposed fastenings.

Trim

Install trim in accordance with manufacturer's recommendations. For site assembled partitions, install wall base in the longest lengths possible. Joints must be fitted tight.

Miter internal corners and scribe base to fit to door frames and other obstructions.

Base must tightly adhere to wall surfaces.

ADJUSTMENTS

Repair or replace damaged partition finishes and components and damaged floor, wall and ceiling finishes to the original conditions.

CLEANING

Upon completion of installation, clean partition components and finishes in accordance with partition manufacturer's recommendations. Do not use alkaline or abrasive agents. Avoid scratching or marring partition finish surfaces. Submit Maintenance Manuals describing proper cleaning and minor repair procedures.

PROTECTION

Protect partitions from damage through the duration of construction activities.

DEMOUNTABLE WALLS

CODE 25

NAVAL UNDERSEA WARFARE CENTER

NEWPORT, RI

BUILDING 1171

BUILDING 1258 BUILDING 1259

VICINITY MAP

NUWC CAMPUS MAP

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DEMOUNTABLE WALLS

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CODE 25

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WORK REQ. NO.

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DEPARTMENT OF THE NAVY

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NUWC CORPORATE OPERATIONS

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NEWPORT, RHODE ISLAND

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INFRASTRUCTURE DIVISION, FACILITIES BRANCH

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GENERAL NOTES

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BLDG 1171 ROOM 116

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WORK AREA RM 116

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WORK AREA RM 124

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RI138

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BUILDING 1171

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BUILDING 1259

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BUILDING 1258

TYPICAL PANEL CONNECTION DETAILS

PROJECT LOCATION:

GENERAL NOTES:

QUALITY ASSURANCE:

SYSTEM DESCRIPTION:

ABBREVIATIONS:

LEGEND:

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NOT TO SCALE

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DEMOUNTABLE WALLS

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CODE 25

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GENERAL NOTES

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WORK REQ. NO.

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DEPARTMENT OF THE NAVY

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NEWPORT, RHODE ISLAND

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INFRASTRUCTURE DIVISION, FACILITIES BRANCH

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EXISTING SUSPENDED CEILING WITH EXPOSED TEE GRID

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SOLID WALL PANEL

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EXISTING RAISED FLOORING

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BASE TRIM

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1. MANUFACTURER MUST HAVE A MINIMUM OF 10 YEARS OF DOCUMENTED SUCCESSFUL EXPERIENCE IN MANUFACTURER MUST HAVE A MINIMUM OF 10 YEARS OF DOCUMENTED SUCCESSFUL EXPERIENCE IN DESIGNING AND MANUFACTURING PARTITIONS CONFORMING TO THE REQUIREMENTS IN THIS SECTION. PROVIDE PRODUCT FROM A SINGLE MANUFACTURER. 2. PARTITION INSTALLER MUST HAVE A MINIMUM OF 5 YEARS OF DOCUMENTED SUCCESSFUL EXPERIENCE IN THE PARTITION INSTALLER MUST HAVE A MINIMUM OF 5 YEARS OF DOCUMENTED SUCCESSFUL EXPERIENCE IN THE INSTALLATION OF PARTITIONS SIMILAR TO THE REQUIREMENTS IN THIS SECTION. WHEN REQUIRED BY THE MANUFACTURER, PARTITIONS MUST BE INSTALLED BY AN AUTHORIZED DEALER WITH A CERTIFIED INSTALLATION CREW.

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NAVAL UNDERSEA WARFARE CENTER DIVISION NEWPORT, NEWPORT, RHODE ISLAND

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1. ALL MATERIALS SHALL BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED AS EXISTING ALL MATERIALS SHALL BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED AS EXISTING OR AS PROVIDED BY THE GOVERNMENT. 2. ALL MATERIALS EXCESS MATERIALS, MATERIALS RESULTING FROM DEMOLITION, AND ITEMS INDICATED TO BE ALL MATERIALS EXCESS MATERIALS, MATERIALS RESULTING FROM DEMOLITION, AND ITEMS INDICATED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM GOVERNMENT PROPERTY. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR THE CONDITION, LOSS OF, OR DAMAGE TO, SUCH PROPERTY AFTER CONTRACT AWARD. 3. ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND SECTIONS SHALL BE CONTINUOUS ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND SECTIONS SHALL BE CONTINUOUS UNLESS SPECIFICALLY NOTED OTHERWISE. 4. VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO ORDERING MATERIALS OR STARTING CONSTRUCTION. VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO ORDERING MATERIALS OR STARTING CONSTRUCTION. 5. IF ANY DISCREPANCY, ERROR, SUBSURFACE OR LATENT PHYSICAL CONDITION DIFFERING MATERIALLY FROM IF ANY DISCREPANCY, ERROR, SUBSURFACE OR LATENT PHYSICAL CONDITION DIFFERING MATERIALLY FROM THOSE INDICATED, OR IF UNKNOWN PHYSICAL CONDITIONS OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN THE WORK, IS ENCOUNTERED, PROMPTLY NOTIFY THE CONTRACTING OFFICER IN WRITING BEFORE THE SITE IS DISTURBED AND BEFORE THE AFFECTED WORK IS PERFORMED. 6. AT CONTRACTOR'S EXPENSE, REPAIR ANY DAMAGE TO EXISTING MATERIALS AND UTILITIES CAUSED AS A RESULT AT CONTRACTOR'S EXPENSE, REPAIR ANY DAMAGE TO EXISTING MATERIALS AND UTILITIES CAUSED AS A RESULT OF CONSTRUCTION ACTIVITY. 7. KEEP AND MAINTAIN THE PROJECT AREA IN A CLEAN CONDITION, FREE OF DEBRIS AND TRASH. KEEP AND MAINTAIN THE PROJECT AREA IN A CLEAN CONDITION, FREE OF DEBRIS AND TRASH. 8. COORDINATE WITH CONTRACTING OFFICER FOR SELECTION OF LAYDOWN SITE LOCATION(S). COORDINATE WITH CONTRACTING OFFICER FOR SELECTION OF LAYDOWN SITE LOCATION(S). 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. 10. PROVIDE MANUFACTURER'S STANDARD COLOR CHARTS FOR ALL PAINTED SURFACES. GOVERNMENT WILL SELECT PROVIDE MANUFACTURER'S STANDARD COLOR CHARTS FOR ALL PAINTED SURFACES. GOVERNMENT WILL SELECT FINISH COLORS BASED ON SUBMITTED COLOR CHARTS. 11. PROVIDE SUBMITTALS FOR ALL MATERIAL REQUIRED. PROVIDE SHOP DRAWINGS INDICATING DEMOUNTABLE WALL PROVIDE SUBMITTALS FOR ALL MATERIAL REQUIRED. PROVIDE SHOP DRAWINGS INDICATING DEMOUNTABLE WALL LAYOUTS. GOVERNMENT APPROVAL IS REQUIRED FOR ALL SUBMITTALS AND SHOP DRAWINGS.

AutoCAD SHX Text DESIGN WAS BASED ON THE PRIVACY WALL SYSTEM MANUFACTURED BY STEELCASE. THIS SYSTEM IS NOT INTENDED TO BE THE ONLY APPROVED SYSTEM. SYSTEMS BY OTHER MANUFACTURERS THAT MEET THE SPECIFICATION ARE ACCEPTABLE. 1. SUBMIT CERTIFICATION ATTESTING THAT PARTITION SYSTEM HAS A CLASS A (UNDER 25) FLAME SPREAD RATING SUBMIT CERTIFICATION ATTESTING THAT PARTITION SYSTEM HAS A CLASS A (UNDER 25) FLAME SPREAD RATING IN CONFORMANCE WITH ASTM E84. 2. SUBMIT CERTIFICATION ATTESTING THAT SOUND-RATED PARTITION ASSEMBLIES HAVE A MINIMUM SOUND SUBMIT CERTIFICATION ATTESTING THAT SOUND-RATED PARTITION ASSEMBLIES HAVE A MINIMUM SOUND TRANSMISSION COEFFICIENT (STC) OF 44 FOR SOLID PANEL. DETERMINE STC RANGE IN ACCORDANCE WITH SOUND TRANSMISSION TEST BY TWO-ROOM METHOD AND REPORTED IN ACCORDANCE WITH ASTM E90 AND ASTM E413 FOR FREQUENCY DATA. TESTED ASSEMBLY MUST HAVE BEEN ASSEMBLED IN THE SAME MANNER THAT THE PARTITIONS WILL BE INSTALLED ON THE PROJECT. 3. PANEL FACES: PAINTED STEEL OR HIGH PRESSURE LAMINATE. PANEL FACES: PAINTED STEEL OR HIGH PRESSURE LAMINATE. 4. PANEL THICKNESS: MINIMUM 2-1/4" NOMINAL PANEL THICKNESS: MINIMUM 2-1/4" NOMINAL 5. FRAMING SYSTEM: EXTRUDED ALUMINUM OR ROLL-FORMED STEEL FRAMING SYSTEM: EXTRUDED ALUMINUM OR ROLL-FORMED STEEL 6. EXISTING CEILING HEIGHT: 9'-0” EXISTING CEILING HEIGHT: 9'-0” 7. EXISTING CEILING TYPE: SUSPENDED ACOUSTICAL TILE EXISTING CEILING TYPE: SUSPENDED ACOUSTICAL TILE 8. EXISTING FLOOR TYPE: RAISED FLOOR EXISTING FLOOR TYPE: RAISED FLOOR 9. DOOR FRAMES: BUTT-HINGED, FULLY CONTAINED WITHIN THE PANELS. PAINTED FINISH. DOOR FRAMES: BUTT-HINGED, FULLY CONTAINED WITHIN THE PANELS. PAINTED FINISH. 10. DOORS: 1-3/4” THICK FLUSH HOLLOW METAL. PAINTED FINISH. DOORS: 1-3/4” THICK FLUSH HOLLOW METAL. PAINTED FINISH. THICK FLUSH HOLLOW METAL. PAINTED FINISH. 11. DOOR HARDWARE: SATIN CHROME FINISH UNLESS OTHERWISE INDICATED. PROVIDE EACH DOOR WITH THE DOOR HARDWARE: SATIN CHROME FINISH UNLESS OTHERWISE INDICATED. PROVIDE EACH DOOR WITH THE FOLLOWING HARDWARE SUPPLIED BY PARTITION MANUFACTURER: CYLINDRICAL PASSAGE SET AND LOCKSET 3 BUTT HINGES BASE STOP SCREWED TO FACE OF DOOR

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GYPSUM WALL BOARD

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SCALE: 1/4" = 1'-0"

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CHECK GRAPHIC SCALES BEFORE USING

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FOR DWG. REF.

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DEMOUNTABLE WALLS

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CODE 25

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BLDG 1171 ROOM 116

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WORK REQ. NO.

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DEPARTMENT OF THE NAVY

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NEWPORT, RHODE ISLAND

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DESIGNED BY

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DRAWN BY

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K. PROULX

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K. PROULX

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TELESCOPING WALL CHANNEL

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TELESCOPING WALL CHANNEL

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REMOVE 9''-0" X 32'-0" CURTAIN AND ALUMINUM TRACK

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REMOVE 5" OF 4" TALL VINYL COVE BASE

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REMOVE 5" OF 4" TALL VINYL COVE BASE

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EXISTING S.A.C.

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EXISTING RAISED FLOORING

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EXISTING SOFFIT

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TRANSOM

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SOLID CORE WALL

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DOOR

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AutoCAD SHX Text 1/4" = 1'-0"

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OVERLAPPING CEILING TRACK

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SCALE: 1" = 1'-0"

PROVIDE FLOOR TO CEILING DEMOUNTABLE WALL. REFER TO ELEVATION E1.

PARTIAL FLOOR PLAN

144B

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AutoCAD SHX Text 144-F

AutoCAD SHX Text 142-9B

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AutoCAD SHX Text 1/4" = 1'-0"

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SCALE: 1/4" = 1'-0"

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CHECK GRAPHIC SCALES BEFORE USING

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GRAPHIC SCALES

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FOR DWG. REF.

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DEMOUNTABLE WALLS

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CODE 25

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BLDG 1258 ROOM 141

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WORK REQ. NO.

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DEPARTMENT OF THE NAVY

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NUWC CORPORATE OPERATIONS

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NEWPORT, RHODE ISLAND

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INFRASTRUCTURE DIVISION, FACILITIES BRANCH

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NAVAL UNDERSEA WARFARE CENTER DIVISION

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SHEET

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OF

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CONTRACT NO.

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SCALE:

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SIZE:

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ANSI D

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K. PROULX

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CEILING HEIGHT = 9'-0"

PROVIDE FLOOR TO CEILING DEMOUNTABLE WALL.

BUILDING 1259 PARTIAL FIRST FLOOR PLANBUILDING 1259 PARTIAL FIRST FLOOR PLAN

WALL ATTACHMENT DETAIL

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FE

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AutoCAD SHX Text 124A

AutoCAD SHX Text 36x96

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AutoCAD SHX Text 1/8 = 1'-0"

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CHECK GRAPHIC SCALES BEFORE USING

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GRAPHIC SCALES

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AutoCAD SHX Text N

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FOR DWG. REF.

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DEMOUNTABLE WALLS

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CODE 25

AutoCAD SHX Text W2017-307-03

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BLDG 1259

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WORK REQ. NO.

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DEPARTMENT OF THE NAVY

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NUWC CORPORATE OPERATIONS

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NEWPORT, RHODE ISLAND

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INFRASTRUCTURE DIVISION, FACILITIES BRANCH

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NAVAL UNDERSEA WARFARE CENTER DIVISION

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SHEET

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OF

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CONTRACT NO.

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NAVFAC DRAWING NO.

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NUWC DRAWING NO.

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SCALE:

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SIZE:

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ANSI D

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APPROVED

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CHECKED BY

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DESIGNED BY

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DRAWN BY

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SATISFACTORY TO

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SEAL

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REVISIONS

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AS NOTED

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K. PROULX

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K. PROULX

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AutoCAD SHX Text 1/8 = 1'-0"

AutoCAD SHX Text CUT EXISTING ACOUSTICAL FABRIC BOARD TO ABUT NEW WALL. LEAVE FABRIC LONG. WRAP AND GLUE FABRIC TO BACK OF BOARD TO PROVIDE A FINISHED EDGE.

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TELESCOPING WALL CHANNEL

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TELESCOPING WALL CHANNEL

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TELESCOPING WALL CHANNEL

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EXISTING VINYL COVE BASE

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SOLID CORE WALL PANEL

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OVERLAPPING CEILING TRACK

AutoCAD SHX Text 1/2" = 1'-0"

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EXISTING FULL HEIGHT A.W.B.

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SCALE: 1/8" = 1'-0"

AutoCAD SHX Text 18-022A

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CEILING HEIGHT = 9'-0"

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CEILING HEIGHT = 9'-0"

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PROVIDE FLOOR TO CEILING DEMOUNTABLE WALL.

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PROVIDE FLOOR TO CEILING DEMOUNTABLE WALL.

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PROVIDE FLOOR TO CEILING DEMOUNTABLE WALL.

PROVIDE FLOOR TO CEILING DEMOUNTABLE WALL.

18-022A rev 2018-10-09.pdf
Sheets and Views
18-022A Title Sheet-01 T-01
18-022A Architectural Sheets-02 G-01
18-022A Architectural Sheets-03 A-01
18-022A Architectural Sheets-04 A-02
18-022A Architectural Sheets-05 A-03

File details come from the government source that posted it.