_MI0131MC-RMI00663-Addendum__02_SPECS_COMBINED.pdf

P. V. McNamara Federal Building PCN: RMI00663 PVM VBA Renovations (12th, 13th, & 14th Floors) GSA PBS Region 5

SUMMARY 011000

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy documents when no longer needed

SECTION 011000 – SUMMARY

PART 1 - GENERAL

1.1 PROJECT INFORMATION

A. Project Name and Location:

1. Patrick V. McNamara Federal Building - Veterans Business Administrations Renovations.

Patrick V. McNamara Federal Building 477 Michigan Ave. Detroit, MI 48226

B. Project Summary Description:

1. A renovation project of the Veterans Business Administrations (VBA) within their existing tenant space on the 12 th , 13 th & 14 th floors of the Patrick V. McNamara Federal Building

(MI0131MC) in Detroit Michigan.

Architect: The term Architect refers to the project designer. The Architect's status relative to the construction will be stated in writing by the Contracting Officer prior to the pre-construction conference. The project was designed by:

Diekema Hamann Architecture & Engineering

612 South Park St Kalamazoo, MI 49007 Attn: Gabe Alvey, Architect 269-373-1108

C. Project Delivery Method: traditional

D. (CMa) to be provided by Client.

E. The Contracting Officer for the project is: Marilyn Roldan, 5P1QCD phone (312) 353-3959.

1.2 WORK SEQUENCE`

A. The work shall be conducted in phases in this building on floors 12 th , 13 th and 14th: Work is in an occupied building and phased; coordinate with Phasing Plans and drawings. All floors under construction will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area. Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1. Phases (as indicated on drawings): The following work shall be substantially complete, ready for occupancy, after notice to proceed: See schedule at end of this spec section.

2. Move-in Periods: See schedule at end of this spec section.

1.3 WORK BY OTHER CONTRACTORS (There is a FAR clause; coordinate with Legal, ok to leave to reinforce an existing requirement.) Reminder: FAR clause always trumps the specification

A. The Contractor shall cooperate with other contractors performing related work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under other contracts.

1.4 SCHEDULE OF GOVERNMENT-FURNISHED PROPERTY

A. The project includes the following Government furnished property to be installed by the Contractor.

The contractor shall advise GSA at least 30 days in advance of when the property should be delivered.

1. Refer to Equipment schedule in the drawings.

1.5 MISCELLANEOUS PROVISIONS

A. Work in existing facilities shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

B. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract.

Work out of alignment where exposed by removal of existing work shall be called to the attention of GSA. Necessary corrective work shall be as directed.

1. Replacements of existing conditions that are removed shall match similar existing conditions.

2. Unless otherwise indicated, existing structural members shall not be cut or altered without authorization by the Contracting Officer.

3. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.

4. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

C. Existing structures will remain in place.

D. Existing utility services with related meters and equipment will remain in place.

E. Removed items indicated to remain the property of the Government shall be stored on site where directed by the Contracting Officer.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - Schedule:

END OF SECTION 011000

ALLOWANCES 012100

SECTION 012100 - ALLOWANCES

1.1 RELATED DOCUMENTS

A. The Government is providing the references included in this sub-section for information purposes only and is not intended to provide a comprehensive, all-inclusive list of any and all potentially relevant portions of the Contract Documents. Drawings and general provisions of the Contract, including Federal Acquisition Regulations (FAR) and General Services Administration Acquisition Regulations (GSAR) contract clauses, and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

1. Certain items are described in the Contract Documents as allowance items. The purpose of allowance items is to defer selection of actual products and systems to a later date when direction will be provided to the Contractor. The Contracting Officer will issue Modifications to incorporate allowance items in the Work after actual products and systems have been determined.

B. Types of allowance items may include the following :

1. Lump-sum allowance items.

2. Unit-price allowance items.

3. Quantity allowance items.

1.3 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise the contracting officer of the date when final selection and purchase of each product or system described by an allowance item must be completed to avoid delaying the Work. Allowances must be included in all schedule submissions

1.4 ACTION SUBMITTALS

A. Submit proposals for products or systems described by allowance items in the form specified for Change Orders.

1.5 INFORMATIONAL SUBMITTALS

A. Submit copies of invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each unit-price and quantity allowance item.

B. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.6 COORDINATION

A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation.

B. Modifications based on an allowance item shall include cost to Contractor of specific products and systems selected by the contracting officer under allowance and shall include taxes, freight, delivery to Project site, Contractor's costs for receiving and handling at Project site, labor, installation, overhead, and profit.

1. If requested by the contracting officer, purchase additional quantities under unit-price or quantity allowances and prepare unused material for storage by Contracting officer.

Deliver unused material to Contracting officer's storage space as directed.

1.7 ADJUSTMENT OF ALLOWANCE ITEMS

A. Modifications to an allowance item shall comply with the changes clauses and any other contract modifications procedures found in the Contract Documents.

B. Contracting officer reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance item promptly on delivery for damage or defects.

Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance item with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCE ITEMS

A. Allowance Item No. 01: Unit-Price/ Lump-sum Allowance:

The majority of the existing sprinkler piping has been verified as black steel and some piping has been documented to remain. There may be areas of unanticipated galvanized sprinkler piping. If this is found during the construction process and has been documented to remain, the contractor is to coordinate with the government and architect on how to proceed. Coordinate with drawings and Specs.

For bidding purposes the contractor is to assume 1,000 L.F. of unanticipated existing galvanized piping will need to be removed and replaced with new sprinkler piping (schedule 10).

Provide a lump-sum allowance for the cost of the labor, materials, and other associated costs for this assumed 1,000 L.F. of piping as described above.

For Base Bid - $____________

For 12 th floor – Option 1 - $____________

Provide a unit price per linear foot if additional work/ or deduct is required above/ or below the 1,000 L.F.:

1. Removal and demolition of galvanized piping. $____ per L.F.

2. Replace with new piping consistent with new construction. $____ per L.F.

B. Allowance Item No. 02: Lump-sum Allowance:

For bidding purposes the contractor is to assume a lump sum allowance of $80,000 (base bid) for contracted labor, materials, and other associated cost in covering the relocation of the staff workstation items throughout the phased project. Items will include personal belongings, chairs, files, paper and other media items. The contractor is expected to coordinate and facilitate Move-In and Move-Out services with the GSA and their Tenants.

C. Allowance Item No. 03: Lump-sum Allowance:

For bidding purposes the contractor is to assume a lump sum allowance of $45,000 (base bid) for contracted labor, materials, and other associated cost in covering any salvaged and reinstalled demountable wall panels and or demountable wall doors & frames – that have been determined to be too damaged to be re-used. This allowance is to be used either to cover the repair cost or the replacement cost depending on the level of damage. This allowance is to also cover any missing items or shortfall in the existing demountable wall panels and or demountable wall doors & frames.

This allowance is in addition to the base bid scope of work that is required in the bid documents for salvage and re-use of existing demountable partitions. Coordinate with drawings and specs. See spec section 102219 – Demountable wall system.

D. Allowance Item No. 04: Unit-Price/ Lump-sum Allowance:

For bidding purposes the contractor is to assume that carpet “CPT-1” has a cost of $45.00 per square yard in order to calculate the allowance for the carpet material only that covers the CPT-1 scope of work documented. This does not include labor or other miscellaneous materials.

Provide a lump-sum allowance for the cost of “CPT-1” as described above.

For Base Bid - $____________

For 12 th floor – Option 1 - $____________

E. Allowance Item No. 05: Lump-sum Allowance:

For bidding purposes the contractor is to assume a lump sum allowance of $20,000 (To be part of Option 1) for contracted labor, materials, and other associated cost for “Artwork 1” and “Artwork 2” as noted on the finish key and schedule..

END OF SECTION 012100

P. V. McNamara Federal Building PCN: RM10063

DEMOUNTABLE PARTITIONS 102219

SECTION 102219 – DEMOUNTABLE PARTITIONS

1.1 SECTION INCLUDES

This specification defines the existing TrendWall 9’ floor-to-ceiling panel system, which is designed to provide enclosed office spaces in an open plan environment and the ability to modify or reconfigure the office space to meet changing office requirements.

The system consists of connecting structural panels with provisions for mounting furniture systems components and is fully integrateable and compatible with open plan office systems.

The scope of this project is to remove, salvage, store on-site temporarily, and relocate/ re-install 100% of the demountable wall system shown in the construction drawings.

New demountable wall systems or components are not anticipated. This is a phased project and the contractor is responsible for coordination of storage and relocation schedule. Some existing demountable walls may need to be removed early in future phases to meet the needs of the earlier phases. This can be coordinated during construction. Contractor is responsible for submitting documentation and floor plans for both existing demountable wall plans and new plans. If any new wall system is needed for any reason, including but not limited to (damaged or shortage of existing components) it will be addressed during the construction process.

Temporary storage of salvaged components is to be located in the lower level as shown on drawings, GC101.

1.2 REFERENCES

A. ANSI/BIFMA x 5.6 – 1986: Mechanical Strength B. ASTM E84: Surface Burning Characteristics of Building Materials C. ASTM E90-90 / ASTM E413-04: Acoustical Sound Transmission Class D. FCNE 87-445D: GSA (General Services Administration) General Specification for Demountable Wall Systems E. International Organization for Standardization (ISO) F. National Fire Prevention Association (NFPA) G. BIFMA E3 Sustainability Standard

1.3 EXISTING SYSTEM DESCRIPTION

A. The system shall be for interior wall applications, fully relocatable and non- progressive. The system shall consist of three main components:

1. Panels: Panels shall be fully assembled and shall include the following sub-types:

a. Solid

b. Glazed

c. Filler

*All panel types shall be offered with both vinyl and fabric surface materials

2. Doors Sections:

a. Doors shall be available as a pre-hung option within the system’s Door Sections.

b. Door Section options shall include both single and double hinged doors, at least one type of Sliding Door, and a Bi-Fold Door option.

c. Doors Sections shall also be available less doors and/or hardware to accommodate building specific components.

d. Door slabs shall be available in flush, window light and full light styles.

Other styles may also be available.

3. The system's six other basic components shall be:

a. Pilasters – A 2” 2.75” minimum vertical raceway must be available at every panel joint

b. Ceiling Crown – The system shall interface with the building ceiling via a 2.5” tall Ceiling Crown that provides lateral stability

c. Floor Plate – The plate that lays on the finished floor and locates the panels

d. Connectors – The panel connectors that allow for in-line, corner, 3way and 4-Way panel conditions

e. Base Trim – A 4” extrusion used to trim out the base raceway

f. Electrical – A modular electrical system that fully integrates into the systems vertical and horizontal raceways.

B. Design and Performance Requirements:

1. Fire Protection - The system's solid panel component shall meet fire protection requirements defined by NFPA 101 Life Safety Code - Class A, GSA, 3

2. Load Bearing - The system's solid panel unit shall meet ANSI/BIFMA mechanical strength load tests.

3. Acoustics - The system's solid panel unit shall produce a minimum sound transmission class (STC) of 40 +/- 2 per ASTM E90-04 / E413-04

4. Sustainability

a. The system shall be certified level™ I per BIFMA E3 Sustainability standard

b. The system shall be Indoor Air Quality Certified to SCS-EC10.2-2007

1.4 SUBMITTALS

A. Contractor shall submit a computer-generated (CAD) floor plan of the existing demountable wall systems; to be verified in field. Contractor will receive CAD backgrounds from the Architect upon request. All components to be salvaged and relocated should be cataloged and noted in order to track and schedule future new locations coordinated with construction phases. Doors, door types, door hardware type, door frames, door sidelights all should be included in the demountable wall components tracked and schedule.

B. Contractor shall submit a computer-generated (CAD) floor plan of the new locations for the relocated demountable wall systems; future locations are to be verified in field. Contractor will receive CAD backgrounds from the Architect upon request. All components should be noted, tracked, and coordinated with the existing plans and with the construction phases.

C. Product Data

D. Finish samples for patching and repair.

1.5 QUALITY ASSURANCE

A. The specified TrendWall panel system shall be designed, developed, manufactured, inspected, tested, installed and serviced in accordance with ISO9001 Standards and the manufacturer shall be a registered ISO company.

B. Independent laboratory certification shall be available which certify that the standard solid TrendWall panels provide an STC rating of 41 in accordance with ASTM E90-04 and E413-04.

C. Independent laboratory certification shall be available which certify that the standard TrendWall fabric and vinyl covered panels meet the class A requirements of the NFPA 101 Life Safety Code with a flame spread maximum allowable of 25 and maximum smoke density allowable of 450.

D. Certification shall be available which verify that standard solid TrendWall fabric and vinyl covered panels meet GSA flame spread maximum requirements of 25 and smoke density maximum allowable of 50 per ASTM E84.

E. Independent laboratory certification shall be available which certify that standard solid TrendWall panels meet load bearing capacity for hanging components of not less than 7 pounds per lineal inch when tested in accordance with ANSI/BIFMA x 5.6-1986.

F. All removal, storage, repair, handling and reinstallation of the demountable walls is to be done by a Certified Trendway installer and work is not to void any existing warrantees.

1.6 DELIVERY, STORAGE AND HANDLING

A. Storage and Protection:

1. All components shall be sourced from existing salvaged wall systems.

Salvaged components are to be stored on site on the lower level as indicated on the drawings.

2. Components need to be stored in a manner to prevent damage. Any existing damaged components should be documented before demolition/ removal and storage.

3. Storage of components should be organized in a manner to provide easy locating and access to components as they are needed in the different phases of construction.

1.7 PROJECT/SITE CONDITIONS

A. Environmental Requirements and Existing Conditions:

1. The installation site shall be clear and ready for Wall installation

2. Finished floor shall be completely installed and ready for traffic prior to beginning Wall installation

3. Finished Ceiling:

a. If attaching to a Drywall ceiling / soffit, the surface must be completely prepped and finished.

b. If attaching to a drop ceiling, the structural grid must be completed prior to the installation of the Wall crown.

1.8 SEQUENCING AND SCHEDULING

For Installation Sequencing and Scheduling, refer to the manufacture’s Installation Guide for Floor-To-Ceiling Panels or contact Customer Service.

1.9 WARRANTY

Work shall be performed as not to void any existing warranty on the existing demountable wall system that is to be relocated.

1.10 MAINTENANCE

For proper maintenance of products, contact manufacture’s Customer Service for appropriate literature and/or instructions.

PART 2 – PRODUCT – EXISTING TO BE RELOCATED

2.1 MANUFACTURER

Trendway Corporation 13467 Quincy Street Holland, MI, 49424 616.399.3900

2.2 MATERIALS

A. Solid Panels shall be made from the following materials:

1. Side / Top / Bottom and Cross rails of powder coated, roll formed steel

2. Removable skins comprised of 3/8” gypsum wallboard faced with commercial grade wall covering.

3. Sound Batting of 4.0 pcf mineral wool

B. Glass Panels contain the following materials:

1. Side / Top / Bottom / Cross and Glass rails of powder coated, roll formed steel

4. Glass retaining moldings of extruded PVC

C. Door Sections shall be made from the following materials:

1. Side / Top / Bottom and Cross rails of powder coated, roll formed steel

4. Pre-machined Door Jambs of powder coated, roll formed steel

5. Door Slabs:

a. Hollow Core Doors contain:

i Finger Jointed Pine stiles and rails ii Honeycomb interior iii MDF skins laminated in either vinyl of HPL

b. Solid Core Doors contain:

i Finger Jointed Pine stiles and rails ii LDF solid core interior iii MDF skins laminated in either vinyl of HPL

6. Ceiling crowns shall be 18-gauge roll-formed steel

7. Floor plates shall be 20-gauge roll-formed steel

8. Panel connectors shall be 11-gauge steel

9. Pilaster Covers shall be finished strips of 22-gauge rolled-formed steel and/or .06 thick rigid PVC with snap in place design, in fabric or vinyl coverings

10. Vinyl base trim shall be of extruded PVC, to match the system’s trim colors.

D. Filler Panels shall be made from the following materials:

1. Side rails of powder coated, roll formed steel

2. 8 pcf Styrofoam core

3. Laminated skins comprised of 3/8” gypsum wallboard faced with commercial grade wall covering

2.4 FINISHES

A. All metal surfaces shall be powdered coated in one of 18 Trendway standard trim colors. Reference Trendway’s Surface Material Guide for details

B. All PVC trim pieces shall be extruded to match any of the Trendway standard smooth trim colors. Reference Trendway’s Surface Material Guide for details.

C. Panel skins shall be offered in a variety of commercial grade wall coverings, including both vinyl and fabric materials. Reference Trendway’s Surface Material Guide for details

PART 3 - EXECUTION

3.1 EXAMINATION/INSPECTION

A. Before installing the Wall panel system, a re-inspection of the installation site shall be made by the contractor to re-verify vital information used to specify the initial product required, such as ceiling height, floor conditions, and other physical characteristics that can affect an installation.

3.2 INSTALLATION

A. Five basic steps comprise the Demountable Wall installation process:

1. Ceiling Crown

2. Floor Plate

3. Panels

4. Glazing and Electrical

5. Trim

B. For a detailed description of each process step, refer the Trendwall Planning & Specification Guide or contact Customer Service.

3.3 Supplemental information on the following subject areas are also available through Trendway Customer Service.

A. REPAIR/RESTORATION

B. RE-INSTALLATION

C. ADJUSTING

D. CLEANING

For additional specifications and technical information, contact your local Trendway representative or Trendway Customer Service.