Spec_CTGB_12-2009_Building_667_Grissom_ARB.pdf

Gulf Coast Architectural Group

434th Air Refueling Wing Renovation of Building 667

Grissom ARB, IN

CTGB 12-2009

February 26, 2016 Project #15003

Prepared for: Prepared by:

2510 West Cervantes Street Pensacola, FL 32505 p 850.607.7328 www.gcarchgroup.com

Gulf Coast Architectural Group

Specifications & Drawings 100% Submittal

Bldg. 667 - Grissom AFB 15003

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.00 40 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET/AND RIGID INSULATION/BARRIERS

07 61 14.00 20 STEEL STANDING SEAM ROOFING/FLUSH WALL PANELS/SOFFITS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CEMENT TILING, QUARRY TILING, AND PAVER TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

PROJECT TABLE OF CONTENTS Page 1

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 64 26 CHILLED, HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

PROJECT TABLE OF CONTENTS Page 2

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

APPENDICES

APPENDIX A HPSB CHECKLIST

APPENDIX B TPC CHECKLIST (LEED SCORECARD)

APPENDIX C GOVERNMENT PROVIDED DRAWINGS OF EXISTING CONSTRUCTION FOR

REFERENCE. CONTRACTOR WILL FIELD VERIFY ALL CONDITIONS

AND DIMENSIONS.

48 SHEETS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes 434th Air Refueling Wing, in Renovation of Building 667 Grissom ARB and incidental related work.

Building 667 at Grissom Air Reserve Base will function as an office building accommodating operational command units of the 434th Air Refueling Wing. The project includes exterior modifications, site work, and a full interior renovation including all mechanical, electrical, plumbing and communications system along with enhancements to the building envelope, bringing the building in compliance with current DoD standards for high performance buildings, anti-terrorism and force protection as well as information security.

The building is registered with USGBC. The project must achieve a LEED Silver Level Certification.

1.2.2 Location

The work is located at the Grissom ARB, IN, approximately as indicated.

The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building B667 will not be occupied except as noted during performance of work under this Contract. Equipment operating in existing and modified Room 101 as well as identified radio equipment are to remain functional 24/7 throughout the duration of the work except for minor outages for utilities and transfer.

Before work is started, provide a work plan describing activities to maintain functionality of this equipment, including required permanent and temporary utilities, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

SECTION 01 11 00 Page 1

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.6 GOVERNMENT-INSTALLED WORK

1.6.1 Government and Government/Contractor Access

Allow the Government access to the facility as needed throughout construction and towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete) to provide equipment in the telecommunications rooms and make final connections. Coordinate efforts with the Government to facilitate joint use of building spaces during the final phases of construction.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 434th Air Refueling Wing, Grissom ARB.

Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the

SECTION 01 11 00 Page 2

Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.8 Safety

Comply with all Base Fire, Safety and Security Regulations. The equipment items furnished shall comply with all governing federal and state laws regarding safety, including all current requirements of the Occupational Safety and Health Act (OSHA) Contractor shall be solely responsible for job safety in accordance with all laws, regulations methods, etc. of Federal OSHA and State of Indiana. Maintain on site, a written health and safety plan identifying the project hazards and procedures.

1.9 OCCUPANCY OF PREMISES

Before work is started, the Contractor shall arrange with the Contracting Officer a means of access, trailer location, parking, space for storage of materials and equipment, and use of base roads.

1.10 Progress Meetings

During construction activities the contractor shall hold weekly progress meetings. The intent of this meeting is to discuss safety, quality, and the project schedule. This meeting will be held at building 641 (Civil Engineering) and scheduled through the Contracting Officer. A conference call shall be setup by the contractor for off-site personnel to attend.

Meeting minutes shall be taken by the Contractor and distributed at least two calendar days of after completion of the meeting.

1.11 Supervision

In accoradance with FAR 52.236-6, Superintendence by the Contractor, the Contractor shall have a Site Superintendent at the site at all times when there are workers on site or when deliveries are to be received. Under no circumstance shall a Subcontractor be authorized to be Site Superintendent for the Prime Contractor. The Superintendent shall be designated as such to the Contracting Officer in writing with the signatures of the Contractor and the designated Superintendent. The Contractor shall outline in the designation letter the extent of the Superintendent's authority.

1.12 CLOSEOUT FORMS

Contractor to complete and submit AF Form 1354 as part of project closeout documents. A copy of the form may be obtained from Civil Engineering, Construction Management Office located at Building 641, Telephone 765-688-2604.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 Welding Permit

No welding will be permitted without obtaining a permit issued by the Base Fire Department, located at Building 474, Telephone 765-688-3353.

SECTION 01 11 00 Page 3

3.2 Contruction/Digging Permit

A properly approved and coordinated construction permit (AF Form 103), shall be obtained by the contractor prior to any excavation activities.

Contact information will be provided by the contracting officer after project award.

Mechanical digging more than four (4) inches below natural grade is prohibited without a current digging permit. The Contractor shall field mark areas where digging will take place and provide a scale drawing of the marked areas. A minimum of fifteen (15) working days is required to process digging permits. When the digging permit is issued existing underground utilities and structures within the marked areas will have to be marked. The Contractor is responsible to record and/or preserve these markings. The contractor is responsible for renewing digging when it expires.

3.2.1 Digging Around Utilities

Only nondestructive digging shall be done within ten (10) feet horizontally of cables, within ten (10)feet horizontally of natural gas lines, and within three (3) feet horizontally of other utilities. Nondestructive digging includes hand digging and hydro/vacuum excavation. Contractor shall verify actual utility locations and directions by hydro excavation equipment (such as vac-tron) prior to mechanical excavation.

3.2.2 Damage to Utilities

Damage done to utilities adequately marked by the Government shall be repaired by the Contractor at no additional cost.

3.2.3 Unmarked Utilities

Utilities not marked by the Government and found by the Contractor shall be considered an unforeseen site condition, and the Contractor shall notify the Contracting Officer immediately.

3.3 Site Plan

Prior to starting the work, the contractor shall submit site plans to the contracting officer for approval showing the layout and details of all temporary facilities used for this contract. The base approval authority, normally the base civil engineer, must approve the plan. The plan shall include the location of the safety and/or construction fences, location of all site trailers, equipment and material storage areas, construction entrances, trash dumpsters, temporary sanitary facilities and worker parking areas. Site photographs prior to the start of work may be included with the plan. At completion of work, the Contractor shall remove the faciltities and restore the site to its original condition.

3.4 Dirt and Dust Control Plan

As part of the Traffic Control Plan, the Contractor shall submit truck and material haul routes for controlling dirt, debris, dust on base roadways.

As a minimum, the plans shall identify the Subcontractor and equipment for cleaning along the haul route and measures to reduce dirt, dust, and debris from roadways.

SECTION 01 11 00 Page 4

3.5 WORKMANSHIP

Materials and equipment shall be installed in accordance with the approved recommendations of the manufacturer to conform with the contract. The installation shall be accomplished in a skillful and workmanlike manner.

Adequate precautions shall be taken by the Contractor to protect Government property from damage resulting from work on the contract. Damage to Government property resulting from work on this contract shall be repaired by the Contractor to the satisfaction of the Contracting Officer and at no additional cost to the Government.

3.6 CODE COMPLIANCE

Work shall comply with applicable base, military, federal, state, and local Codes that are current per the date of contract. Comply with IBC 2012 as revised by UFC 1-200-01 General Building Requirements (2013). Use ABA for handicap accessibility. Use UFC 3-600-01 for fire protection systems

3.7 CLEANUP

Remove debris and rubbish from project boundaries and disturbed areas.

Remove and transport in a manner that prevents spillage on streets or adjacent areas. Clean up dirt and debris that spills on to the street daily. Remove any material or debris that can be caught in the wind.

Comply with local regulations regarding hauling an disposal. Submit weight tickets and recycling information at the end of the project.

-- End of Section --

SECTION 01 11 00 Page 5

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to commencing work on site Certificates of insurance Surety bonds List of proposed Subcontractors List of proposed products Construction progress schedule Submittal register Schedule of prices or Earned Value Report Health and safety plan Work plan

Contractors detailed plan/schedule for maintaining communication and radio equipment operational throughout construction. Coordinate all activity into the overall construction schedule and report status at weekly progress meetings.

Quality Control(QC) plan Environmental management plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SECTION 01 33 00 Page 1

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SECTION 01 33 00 Page 2

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

SECTION 01 33 00 Page 3

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

Provide submittals on the following products specified on the drawings.

SD-02 Shop Drawings

Mail Boxes Modular Vault Snow Guards

SD-03 Product Data

Modular Vault Mail Boxes Snow Guards

SD-04 Samples

Mail Boxes

SD-05 Design Data

Modular Vault

SD-06 Test Reports

Modular Vault Snow Guards

SD-07 Certificates

Modular Vault

SD-08 Manufacturer's Instructions

Modular Vault Mail Boxes Snow Guards

SD-09 Manufacturer's Field Reports

Modular Vault

SD-10 Operation and Maintenance Data

Modular Vault

SD-11 Closeout Submittals

SECTION 01 33 00 Page 4

Modular Vault

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved (G)

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.3.2 Sustainability Reporting Submittals (S)

Submittals for Guiding Principle Validation (GPV) or Third Party Certification (TPC) are indicated with an "S" designation. Submit the information required by the technical sections that demonstrates compliance with the sustainable reporting, and for inclusion in the Sustainability Notebook as required by Section 01 33 29 SUSTAINABILITY REPORTING. A full submittal for an item may be provided under another SD; however, for the "S" submittal, only provide that portion of the submittal that demonstrates compliance with the sustainable requirement. If the sustainable submittal does require Government Approval, it may be tagged under another SD with a "G."

Schedule submittals for these items throughout the course of construction as provided; do not wait until closeout.

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Source Drawings for Shop Drawings

The entire set of Source Drawing files (DWG) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.

1.4.2.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic

SECTION 01 33 00 Page 5

Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of Samples SD-04 Samples

a. Unless otherwise noted, submit two samples, or two sets of samples showing range of variation, of each required item. Approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.5.2 Submittal Types

Unless otherwise indicated, submit four hard copies and one complete electronic copy (PDF) of all required submittals.

1.6 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.6.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.6.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and

SECTION 01 33 00 Page 6 why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

1.6.3 Warranting that Variations are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.6.4 Review Schedule is Modified

In addition to normal submittal review period, a period of 14 working days will be allowed for consideration by the Government of submittals with variations.

1.7 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.7.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

SECTION 01 33 00 Page 7

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.7.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.7.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.7.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.8 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 7 calendar days will be allowed and shown on the register for review and approval of submittals for refrigeration and HVAC control systems.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the

SECTION 01 33 00 Page 8 register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.9 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received. Allow 10 calendar days for submittal reviews.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals. Electronic copies and two hard copies of the submittal will be retained by the Contracting Officer and balance of the hard copies of the submittal will be returned to the Contractor.

For samples submitted, one copy will be retained each by the Contracting Officer and Architect and one copy will be returned to the Contractor.

1.9.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" "or approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with

SECTION 01 33 00 Page 9 appropriate action, coordination, or change.

1.10 DISAPPROVED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the Contract clause CHANGES, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.11 APPROVED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.12 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

SECTION 01 33 00 Page 10

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 33 00 Page 11

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 44 PAGES

Bldg. 667 - Grissom AFB

01 11 00 SD-01 Preconstruction Submittals GSalvage Plan

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

Provide submittals on the following products specified on the drawings.

SD-02 Shop Drawings Mail Boxes Modular Vault Snow Guards

SD-03 Product Data Modular Vault Mail Boxes Snow Guards

SD-04 Samples Mail Boxes

SD-05 Design Data Modular Vault

SD-06 Test Reports Modular Vault Snow Guards

SD-07 Certificates Modular Vault

SD-08 Manufacturer’s Instructions Modular Vault

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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CONTRACTOR

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 44 PAGES

01 33 00 Mail Boxes Snow Guards

SD-09 Manufacturer’s Field Reports Modular Vault

SD-10 Operation and Maintenance Data Modular Vault

SD-11 Closeout Submittals Modular Vault

01 33 29 SD-01 Preconstruction Submittals

1.5.2.1 GPreliminary Sustainability

Notebook

1.5.2.1 GPreliminary High Performance

and Sustainable Building Checklist SD-07 Certificates

1.4.4Third Party Certification (TPC) SD-11 Closeout Submittals

1.5.2.1 GFinal Sustainability Notebook

1.5.2.1 GFinal High Performance and

Sustainable Building Checklist

1.5.2.1 GAmended Final Sustainability

Notebook

3.2.1 GThird Party Certification

Certificates 01 50 00 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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CONTRACTOR

ACTION

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A C T I V I T Y

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 44 PAGES

01 50 00 1.3 GConstruction Site Plan

3.4.1 GTraffic Control Plan

SD-06 Test Reports 2.2.5Backflow Preventer Tests

SD-07 Certificates 1.4.1Backflow Tester 1.4Backflow Preventers

01 74 19 SD-01 Preconstruction Submittals

1.6 GWaste Management Plan

SD-11 Closeout Submittals 1.7Records

01 78 00 SD-03 Product Data

1.6.1 GWarranty Management Plan

1.6.4Warranty Tags

GData and Location Plan 3.3Final Cleaning

1.5 GSpare Parts Data

SD-08 Manufacturer’s Instructions 1.6.1Instructions

SD-10 Operation and Maintenance Data

3.2 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

1.2.1 GRecord Drawings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 44 PAGES

01 78 00 GAs-Built Record of Equipment and Materials

GFinal Approved Shop Drawings GConstruction Contract

Specifications

2.1 GCertification of EPA Designated

Items GInterim DD FORM 1354 GChecklist for DD FORM 1354

01 78 23 SD-10 Operation and Maintenance Data

1.3 GO&M Database

3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

SD-11 Closeout Submittals

3.1.4 GTraining Video Recording

3.1.6 GValidation of Training Completion

01 91 00.00 40 SD-01 Preconstruction Submittals

2.2.1 GCommissioning Plan

2.2.1 GCommissioning Schedule

SD-05 Design Data

1.6 GBasis of Design

SD-06 Test Reports

3.2.5 GFunctional Performance Testing

Results

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 44 PAGES

01 91 00.00 40 3.1 GSeasonal Testing

3.3 GShort-Term Diagnostic Testing

3.1 GDeficiency Report and Resolution

Record SD-07 Certificates

1.5 GCommissioning Agents

Qualifications

SD-10 Operation and Maintenance Data

3.5 GOperations and Maintenance

Manuals

3.5 GTraining Plan

3.5 GOperations and Maintenance

Database SD-11 Closeout Submittals

3.1 GFinal Commissioning Report

3.6 GLEED™ Documentation

3.1 GWarranty

02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

1.8Existing Conditions

SD-07 Certificates

1.6 GNotification

SD-11 Closeout Submittals 3.2.4Receipts

03 20 00.00 10 SD-02 Shop Drawings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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CONTRACTOR

ACTION

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 44 PAGES

03 20 00.00 10 3.1 GReinforcement SD-03 Product Data

2.1 GReinforcing Steel

SD-06 Test Reports

2.5 GTests, Inspections, and

Verifications

SD-07 Certificates 2.1Reinforcing Steel 1.3.1Qualified Welders 1.3.2Qualification of Steel Bar

Butt-Splicers 03 30 53 SD-02 Shop Drawings

1.4 GInstallation Drawings

SD-03 Product Data

2.2.3.1Air-Entraining Admixture 2.2.3.2Accelerating Admixture 2.2.3.3Water-Reducing or Retarding

Admixture 2.2.10Curing Materials 2.2.6Expansion Joint Filler Strips, Premolded 3.1.4.3Batching and Mixing Equipment 3.2Conveying and Placing Concrete 2.2.7Formwork

2.3 GMix Design Data

2.3Ready-Mix Concrete

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 44 PAGES

03 30 53 2.4.1Curing Compound SD-06 Test Reports

2.2.2Aggregates

2.1.3 GConcrete Mixture Proportions

3.8.3 GCompressive Strength Testing

3.8.3 GSlump

3.8.3Air Content 2.2.4Water

SD-07 Certificates 2.2.1Cementitious Materials 2.2.1.2Pozzolan 2.2.2Aggregates 2.3Delivery Tickets

SD-08 Manufacturer’s Instructions 2.4.1Curing Compound

04 20 00 SD-02 Shop Drawings GDetail Drawings

SD-03 Product Data

1.2.1 SLocal/Regional Materials

1.2.2Environmental Data

2.2 GClay or Shale Brick

2.4.4 GCement

1.6.2 GCold Weather Installation

2.3 GSalvaged Brick

GWater-Repellant Admixture SD-04 Samples

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 44 PAGES

04 20 00 1.4.4 GInsulation

2.2 GClay or Shale Brick

2.5 GAnchors, Ties, and Bar

Positioners

2.6 GExpansion-Joint Materials

SD-05 Design Data

2.4.5 GPre-mixed Mortar

SD-06 Test Reports

3.10.1 GField Testing of Mortar

GField Testing of Grout

2.4.4 GMasonry Cement

SD-07 Certificates 2.2Clay or Shale Brick 1.5.2Anchors, Ties 2.6Expansion-Joint Materials 2.4.4Masonry Cement 1.4.4Insulation 2.4.1Admixtures for Masonry Mortar

Admixtures for Grout 1.4.2Contamination

SD-08 Manufacturer’s Instructions 2.4.4Masonry Cement

SD-10 Operation and Maintenance Data

1.2.3Plastic Identification 3.9.2Take-Back Program

SUBMITTAL REGISTER

CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 44 PAGES

05 12 00 SD-01 Preconstruction Submittals

1.4.1.1 GErection Drawings

SD-02 Shop Drawings

1.4.2 GFabrication drawings

SD-03 Product Data 2.4.1Welding electrodes and rods 2.3.2.3Direct Tension Indicator Washers 2.4.2Non-Shrink Grout 2.3.3Tension control bolts

SD-06 Test Reports 2.3Bolts, nuts, and washers 3.7.1.2Weld Inspection Reports 3.7.2.1Direct Tension Indicator Washer

Inspection Reports 3.7.3.1Bolt Testing Reports 3.7.4Embrittlement Test Reports

SD-07 Certificates 2.2Steel 2.3Bolts, nuts, and washers 2.5Galvanizing 1.4.3.1Welding procedures and qualifications 05 40 00 SD-02 Shop Drawings

1.6.1 GFraming Components

SD-03 Product Data

2.1Studs, SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 44 PAGES

05 40 00 SD-05 Design Data

1.6.2 GMetal Framing Calculations

SD-07 Certificates 1.4Cold-Formed Metal Framing

SD-11 Closeout Submittals

2.1 SRecycled Content of Steel

Products 06 41 16.00 10 SD-02 Shop Drawings

1.5.2 GShop Drawings

2.9 GShop Drawings

3.1 GInstallation

SD-03 Product Data

2.1 GWood Materials

2.9.7.3 GFinish Schedule

1.5.3 SCertification

SD-04 Samples

2.3 GPlastic Laminates

2.5 GCabinet Hardware

SD-07 Certificates

1.5 GQuality Assurance

3.1Laminate Clad Casework

SD-11 Closeout Submittals

1.3 GLEED Documentation

06 61 16 SD-02 Shop Drawings

1.4.2 GDetail Drawings

3.1 GInstallation

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 44 PAGES

06 61 16 SD-03 Product Data

2.1 GSolid Polymer Material

1.4.1Qualifications 2.3Fabrications

1.4.3 SCertification

SD-04 Samples

2.1 GMaterial

1.2 GCountertops, Lavatory tops, Window stools SD-06 Test Reports

2.1 GSolid Polymer Material

SD-07 Certificates

2.3Fabrications 1.4.1Qualifications

SD-10 Operation and Maintenance Data

3.2Clean-up SD-11 Closeout Submittals

SLEED Documentation 07 21 16 SD-03 Product Data

2.2Blanket Insulation 2.3Sill Sealer Insulation 2.5Vapor Retarder 2.7Accessories

SD-08 Manufacturer’s Instructions 3.3.1Insulation

SUBMITTAL REGISTER

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