Attch 3_120107 Specs.pdf

100% REVIEWED SPECIFICATIONS

100% Reviewed Submittal

United States Air Force Academy

RPR 4 ELEVATORS TO ADA – FALCON STADIUM

USAFA Project No. XQPZ 120107

30 June 2017

ARCHITECTURE ENGINEERING CONSTRUCTION

USAFA Elevators at Falcon Stadium 62019246

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01000 01200 01300 01351 01770 01781

GENERAL REQUIREMENTS

PROJECT MEETINGS

SUBMITTALS

SITE RESTORATION AND REBEGETATION

PROJECT CLOSEOUT

PROJECT RECORD DOCUMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 37 13 SHOTCRETE

03 41 33 PRECAST STRUCTURAL PRETENSIONED CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 19 FOAMED-IN-PLACE INSULATION

07 22 00 ROOF AND DECK INSULATION

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 72 33 ROOF HATCHES

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 41 13 FOLDING ALUMINUM DOORS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYSPUM BOARD

09 24 23 STUCCO

09 29 00 GYPSUM BOARD

09 65 00 RESILIENT FLOORING

PROJECT TABLE OF CONTENTS Page 2

09 70 00 WALL FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 14 29.00 40 SUMP PUMPS

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

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

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM SYSTEM

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 32 35 SOIL NAIL RETAINING WALLS

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

PROJECT TABLE OF CONTENTS Page 3

DIVISION 33 - UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --devans SC SC Only tlawler KB stamp bahern Brendan Ahern Stamp 6-29-17 tlawler Image brollhei BGR PE Stamp

Standard Specifications

GENERAL REQUIREMENTS 01000 - 1

July 2007

SECTION 01000 – GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1. SUMMARY

This section provides general requirements for all USAFA design and construction projects.

These standards are to be used in conjunction with Federal, State, and Local codes.

1.2. COMMON AIR FORCE USED ABBREVIATIONS

AE ..................... Architect – Engineer AFI .................... Air Force Instruction AD .................... Athletic Directorate AICUZ ............... Air Installation Compatible Use Zone ASHRAE........... American Society of Heating, Refrigeration and Air Conditioning Engineers BCAS ................ Base Contracting Automated System BCE .................. Base Civil Engineer BCT .................. Basic Cadet Training BITS ................. Base Information Transfer System Bldg. ................. Building BTU .................. British Thermal Unit BTUH ................ British Thermal Unit per Hour CADD ............... Computer Aided Design Drafting CE .................... Civil Engineer CEMAS ............. Civil Engineer Material Acquisition System CETF ................ Consolidated Education and Training Facility CFC .................. Chlorofluorocarbons CFE .................. Contractor Furnished Equipment CFR .................. Code of Federal Regulations CLIN ................. Contract Line Item Number CDOT ............... Colorado Department of Transportation COE .................. Corps of Engineers (US Army) CONUS ............ Continental United States CPR .................. Cardio Pulmonary Resitation CTL ................... Construction Technical Letter CWA ................. Clean Water Act DD .................... Department of Defense (form designation) DDC .................. Direct Digital Control DF ..................... Dean of Faculty DFAS ................ Defense Finance and Accounting Service DoD .................. Department of Defense DOE .................. Department of Energy DRMO .............. Defense Reutilization and Marketing Office DRU .................. Direct Reporting Unit DSN .................. Defense Switching Network DSW ................. Direct Scheduled Work DUERS ............. Defense Utility Energy Reporting System EBS .................. Environmental Baseline Survey ESOHCAMP ..... Environmental Safety and Occupational Health Compliance Assessment and

Management Program ECIP ................. Energy Conservation Investment Program EET .................. Exercise Evaluation Team EIAP ................. Environmental Impact Analysis Process

GENERAL REQUIREMENTS 01000 - 2

July 2007

EIT/FE .............. Engineer-In-Training/Fundamentals of Engineering EMCS ............... Energy Management Control System EMSG ............... Energy Management Steering Group EPA .................. Environmental Protection Agency ESPC ................ Energy Savings Performance Contracting ETL ................... Engineer Technical Letter FAA .................. Federal Aviation Administration FAR .................. Federal Acquisition Regulation FB ..................... Facilities Board FBWP ............... Facilities Board Working Panel FERL ................ Field Engineering Readiness Laboratory FOD .................. Foreign Object Damage GIS ................... Geospatial Information System GSA .................. General Services Administration GOQ ................. General Officer Quarters HAZMAT........... Hazardous Material HFC .................. Hydrochlorofluorcarbons HM .................... Hazardous Material HQ .................... Headquarters HTHW............... High Temperature Hot Water HVAC ............... Heating, Ventilating, and Air Conditioning IAW ................... In Accordance With IDIQ .................. Indefinite Delivery, Indefinite Quantity IFB .................... Invitation for Bid IWIMS ............... Interim Work Information Management Systems ITNSS ............... Information Technology Network Systems and Services JA ..................... Judge Advocate JPPSO .............. Joint Personal Property Shipping Office LAN .................. Local Area Net LBP ................... Lead-Based Paint LG ..................... Logistics Group MAJCOM .......... Major Command MCP ................. Military Construction Program MFH .................. Military Family Housing MGD ................. Million Gallons per Day MIG ................... Metal Inert Gas MILCON ........... Military Construction MIL-HDBK ........ Military Handbook MIPR ................ Military Interdepartmental Purchase Request MOA ................. Memorandum of Agreement MOU ................. Memorandum of Understanding MSDS ............... Material Safety Data Sheet NAF .................. Nonappropriated Funds NCAA ............... National Collegiate Athletic Association NCO ................. Non-Commissioned Officer NEC .................. National Electric Code NEPA ................ National Environmental Policy Act of 1969 NESHAP........... National Emission Standard for Hazardous Air Pollutants NFPA ................ National Fire Protection Association NIOSH .............. National Institute for Occupational Safety and Health NLT ................... No Later Than NOI ................... Notice of Intent NOT .................. Notice of Termination NTE .................. Not To Exceed NPDES ............. National Pollutant Discharge Elimination System O&M ................. Operations and Maintenance

GENERAL REQUIREMENTS 01000 - 3

July 2007

ODS .................. Ozone Depleting Substance OG .................... Operations Group OSHA ............... Occupational Safety and Health Administration Para .................. Paragraph PC .................... Personnel Computer PCB .................. Polychlorinated Biphenyls PCI ................... Pavement Condition Index PCMS ............... Project by Contract Management System PDC .................. Programming, Design, and Construction PE ..................... Professional Engineer POC .................. Point of Contact POL .................. Petroleum, Oils, and Lubricants POM ................. Program Objective Memorandum PSI .................... Per Square Inch PWS ................. Performance Work Statement QAE .................. Quality Assurance Evaluator QAP .................. Quality Assurance Plan QC .................... Quality Control QCI ................... Quality Control Inspector QCP .................. Quality Control Plan RA .................... Registered Architect RAC .................. Risk Assessment Code RAMP ............... Requirements and Management Plan RFI .................... Request for Information RFP .................. Request for Proposal RWP ................. Recurring Work Program SABER ............. Simplified Acquisition of Base Engineer Requirements SBA .................. Small Business Administration SF ..................... Standard Form SOQ ................. Senior Officer Quarters SOW ................. Statement of Work TDY .................. Temporary Duty TIG ................... Tungsten Inert Gas TLF ................... Temporary Lodging Facilities U.S. .................. United States UPC .................. Uniform Plumbing Code USAFA ............. United States Air Force Academy USAFAI ............ United States Air Force Academy Instruction USAF ................ United States Air Force VOQ ................. Visiting Officer Quarters VIPs .................. Very Important Persons VOQ ................. Visiting Officer Quarters WIMS ................ Work Information Management System WRRB .............. Work Request Review Board

1.3. BASE ACCESS

A. Access Procedures

1. The Contractor shall provide Contracting Officer with a form USAFA IMT 111, Application for Personnel and Vehicle Passes to work under Air Force Contract. Each individual requiring access, shall fill out this form, with employer signing line 1.14. Each individual must not sign 1.13 until in the presence of officer approving the application. The Contractor shall allow ten working days for the Installation to process passes for individuals. The Government reserves the right to deny access to any questionable

GENERAL REQUIREMENTS 01000 - 4

July 2007 individuals. Revisions to the Entry Authorization List shall be provided to the Contracting Officer as names of individuals are added or deleted from the list. Vehicles and attendees are subject to search at the discretion of the Government. The Contractor shall anticipate delays during the inspection process as well as delays due to vehicle queues. These procedures will be discussed further at the pre-construction meeting.

B. Heightened Alert Conditions

1. Conditions caused by Force Majeure (acts of war, terrorism, nature, etc.) shall be addressed via contract time extension at no cost only. The Contractor shall anticipate that in the event of heightened alert, access to the USAF Academy may be denied for approximately three to five days. The Contractor shall also anticipate that during periods of heightened alert, time required to access the USAF Academy may increase threefold for a period of seven days.

1.4. ACADEMY WORK SCHEDULING

A. The Contractor's working hours shall be between 7:00 a.m. and 5:00 p.m., with no work on weekends or the 10 Federal holidays unless allowed by the Contracting Officer (New Year’s Day, Martin Luther King Day, President’s Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran’s Day, Thanksgiving, and Christmas). Permission in writing to work at times other than those stated above must be obtained from the Contracting Officer at least 5 working days in advance.

B. Special Activities, Interruptions, and Delays:

1. The Contractor may be required to temporarily stop work for operational requirements, special events, installation exercises, or while Distinguished Visitor (DV) familiarization visits/tours are conducted. Particular interruptions and work stoppage is to be expected during the weeks of Graduation (late May / early June), Parent’s Weekend (usually in conjunction with Labor Day), and Corona Conference (in the Fall). Official late reporting and snow cals will affect the Contractor’s work periods. The Contractor must make allowances for these events and resulting lost time will not be reimbursable. Notification to the Contactor shall be provided by the Contracting Officer. Work may be allowed in certain areas during these events. Check with the Contracting Officer.

2. For these activities when work may be restricted, the Contractor shall have the areas cleaned, equipment and material organized as directed by the Contracting Officer.

1.5. CONTRACTOR STORAGE AREA REQUIREMENTS

A. The following Contractor’s Storage Area Requirements will be applicable for the project referenced above. The purpose of these requirements is to provide uniformity to the USAF Academy (USAFA) Contractor Storage Areas. Both the location and the dimensions will be site verified by the Contractor and the Contracting Officer’s Technical Representative.

B. FENCING: Install fencing around the perimeter of the storage area. The fencing shall be six feet high. Posts shall be placed at 8 foot on center or closer where required. An excavation permit will be obtained before any digging. If USAFA determines the fenced area is in a visually sensitive area, slats will be required in the fence fabric. Determination will be made by the Contracting Officer’s Technical Representative. The Contractor will screen chain link fencing for construction projects with Air Force Blue (or equivalent) fence fabric. Air Force Blue is a medium shade of the color azure, a blue-cyan color on the HSV (hue, saturation, value) color wheel at 210 degrees, 45%, 45%.

C. ENVIRONMENTAL BASELINE SURVEY (EBS): EBS for this storage location will be conducted by the USAFA Environmental Flight, before the above referenced fence is installed.

GENERAL REQUIREMENTS 01000 - 5

July 2007

The EBS will consist of a visual site investigation, as well as, soil samples to be taken from the locations within the staging area. If contamination is identified in the initial EBS, the Government will be responsible for the site cleanup. Upon completion of the contract, the Government will perform a follow up EBS. If contamination is identified, the contractor will be held responsible for clean up and ultimate return of storage yard to original condition. No Petroleums (fuels), Oils, Lubricants, (POL), nor Hazardous Materials (HAZMAT) shall be stored on site.

D. ELECTRICITY: Electricity for construction is available. Contractor is responsible for coordination of hook up and all materials required. Note: Cables are to be in conduit and buried. Location of power and specific hook up procedures will be coordinated with the Contracting Officer’s Technical Representative. No electrical work shall take place without expressed approval from the Contracting Officer’s Technical Representative. An excavation permit shall be obtained before any digging is performed.

E. TELEPHONE: If the Contractor wishes to install telephone service, all costs of the telephone service shall be borne by the Contractor. Coordination with Contracting Officer’s Technical Representative is required prior to any excavation. Telephone lines and connections shall be disconnected upon contract completion.

F. DEBRIS: During the storage lot inspection with the Contractor and Contracting Officer’s Technical Representative, debris identified by the Contracting Officer’s Technical Representative shall be removed by the USAFA, leaving a suitable starting point for lot turn over to the contractor. Debris shall be removed before EBS and subsequent fence installation.

The storage area will be left in a debris free condition upon completion of the contract. Any items in the storage area at the completion that are identified by the Contracting Officer’s Technical Representative as debris shall be removed by the contractor upon contract completion. Debris removal shall be the responsibility of the contractor and removed accordingly.

G. TOILET(S): The Contractor shall provide temporary toilet(s) for use by construction personnel.

Toilets shall be in place when office/trailer is established. Toilet(s) shall be removed upon contract completion.

H. SIGNAGE: The Contractor shall erect a sign with the company name and phone number. The name of the company shall be in letters at least 3” high. The appearance and placement of the sign are subject to the approval of the Contracting Officer’s Technical Representative. Signage will be removed upon contract completion.

I. MAINTENANCE: The Contractor is responsible for maintenance of the fence and storage area during the period of the contract. The staging area shall be kept orderly and free of litter as determined by the Contracting Officer. A final inspection shall be conducted by the Contracting Officer’s Technical Representative. Any storage site punch list items shall be corrected before the contract is determine complete.

J. TREES: Trees (> 4” diameter) within the site shall be left in place, and care taken not to compact ground around them. Smaller tree removal shall be the responsibility of the USAFA.

Coordination with the Contracting Officer’s Technical Representative is required before fence or utility installation.

K. CONSTRUCTION TRAILER: Construction trailers must comply with USAFA color scheme.

This is a tan scheme. Their location at a project or within a storage yard must be approved by the Contracting Officer’s Technical Representative.

1.6. CONTRACTOR CONSTRUCTION SIGNAGE

GENERAL REQUIREMENTS 01000 - 6

July 2007

A. All construction projects shall have a sign telling the general public of the intent of the project and other pertinent project information. See the example shown on the next page.

GENERAL REQUIREMENTS 01000 - 7

Sign Standards

Dimensions: 8’ X 4’ Back Ground: White Text Color: Black Bird Height: 21.5”

Text size:

“Please pardon the…” Statement: 4” USAFA Civil Engineer: 2.5” Project Title Info: 3” Investment/Completion Info: 2” Project Specifics: 2”

“Please pardon the inconvenience as we build for future generations of Air Force leaders.”

USAFA Civil Engineer

FY0X Project Title Investment: $X.X million Estimated Completion: Summer 200X

CUSTOMER: List Customer Here

ADMINISTRATIVE AGENT: 10MSG/LGCA

ARCHITECT: List Name Here ENGINEER: List Name Here CONTRACTOR: List Name Here

GENERAL REQUIREMENTS 01000 - 8

July 2007

1.7. UTILITIES

A. Reasonable amounts of utilities necessary for the project, such as water and electricity, will be provided to the Contractor at no additional cost, as determined by the Contracting Officer. The Contractor shall be responsible for installing and maintaining temporary lines and properly removing them after work is complete.

B. Fire Hydrant Connections: Only compatible adapters shall be utilized for hydrant connections. A gate valve shall be provided and installed by the Contractor between the hydrant and supply hoses to control flow. Connection shall include backflow protection. Temporary connections to fire hydrants shall be disconnected at the end of each working day. No quick closing valves such as plug or butterfly valves will be used. Notify the Fire Department (333-4433) prior to connection.

C. Removal: Prior to final acceptance, all temporary cords, lines or other equipment shall be removed and the existing outlets and lines restored to the conditions existing prior to the start of construction.

D. Utility Outages: Any proposed utility outages necessitated by the work shall be requested in writing to the Contracting Officer or Contracting Officer’s Technical Representative at least fifteen (15) working days prior to the proposed outage. The request shall stipulate the specific utility systems and circuits to be affected, the location of the work, the time at which the shutdown will occur, and the duration of the outage for each system. Outages shall be kept to a minimum both in number and in duration. Where multiple outages are required, as many outages as can be accurately scheduled shall be submitted as a group.

1.8. OUTAGE WORK SEQUENCE REQUIREMENT

A. Critical to the success of this project will be the phasing and sequencing of the work to minimize down time and inconvenience to the facility occupants and base personnel.

B. The Contractor shall develop and submit to the Contracting Officer’s Technical Representative for approval, any outage or traffic closure plans/schedules fifteen (15) working days prior to commencing of work. The plan shall include details of the actions to be taken during the outage or closure, additional crews and extended work hours required, how and where temporary back-up power will be provided, contingency plans if the proposed actions are not completed as scheduled, the estimated dates and times of the outage or closure, and which sections of facilities will affected. Changes to outage or closure plans as shown on drawings or in specs should be requested 21 days in advance.

1.9. CONSTRUCTION MATERIALS

A. The USAF Academy is committed that no asbestos containing materials (ACM) will be introduced onto the base. A submittal memorandum will be required from the Contractor documenting that no materials brought on base are ACM.

1.10. DEFERRAL OF RECURRING WORK ON EQUIPMENT

A. Maintenance Engineering, 10CES/CEOE, must be made aware of any equipment that is taken out of service for any period of time during construction, and also if the equipment is removed as part of the project. The reason for this is so the Recurring Work Program (RWP) can be modified to account for the equipment being down or removed.

B. Fifteen (15) working days prior prior to any equipment being taken out of service, the following information must be sent to Maintenance Engineering, 10CES/CEOE:

1. Project Number

GENERAL REQUIREMENTS 01000 - 9

July 2007

2. Facility

3. Construction Inspector Name

4. Contractor

5. Nomenclature / Description of Equipment Item

6. Location within Facility

7. Manufacturer

8. Model Name

9. Model Number

10. Serial Number

11. Capacity / Size

12. “Out of Service” Date

13. Mark as “Deferred” if replacing or “Removed” if no replacement.

1.11. FALCON-EYES PROJECT REQUIREMENTS

A. CONES. The Contractor will use reflectorized Air Force Blue (or equivalent) cones with silver striping at static construction sites that do not conflict with requirements specified by the Occupational Safety and Health Administration (OSHA) or the Manual for Uniform Traffic Control Devices (MUTCD). Air Force Blue is a medium shade of the color azure, a blue-cyan color on the HSV (hue, saturation, value) color wheel at 210 degrees, 45%, 45%. The cone will be 28 inches in height with a 6 inch reflectorized band 3 to 4 inches below the top of the cone, and a 4 inch reflectorized band approximately 2 inches below the 6 inch band.

B. SITE BARRICADES. The Contractor will use Air Force Blue (or equivalent) barricades supplied by the Government (GFE – Government Furnished Equipment) to delineate construction sites on the Architectural Rigid Pavement (Terrazzo) in the Cadet Area. A sample of the site barricade is shown below. The Contractor is responsible for pick-up, set-up and return of the site barricades. Coordinate logistics with the 10 CES/CECC Construction Inspector. The Contractor must ensure that the barricades are adequately secured to withstand high winds.

C. PORT-A-POTS. The Contractor will use Air Force Blue (or equivalent) port-a-pots in areas visible to the public, such as Falcon Stadium and the Athletic Fields, etc. Air Force Blue is a medium shade of the color azure, a blue-cyan color on the HSV (hue, saturation, value) color wheel at 210 degrees, 45%, 45%. Brown port-a-pots will be used in less visible/noticeable/public areas, such as hidden in trees along roadways or in project sites not visible to the public.

END OF SECTION 01000

PROJECT MEETINGS 01200 - 1

SECTION 01200 – PROJECT MEETINGS

PART 1 – GENERAL

1.1. RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I specification sections, apply to this section.

1.2. SUMMARY

A. This section specifies administrative and procedural requirements for project meetings including, but not limited to:

1. Pre-Construction Meeting

2. Coordination Meetings

3. Weekly Progress Meetings

4. Construction Phasing and Schedules

B. Provide 2-week construction schedule forecast and current work progress at each meeting or upon request, to include the following at a minimum:

1. Scheduled progress versus Actual progress

2. Milestones completed

3. Milestones approaching in the next 2 weeks and beyond.

4. Future outages or closures

5. Pending submittals or RFI’s

6. Potential modifications

1.3. PRE-CONSTRUCTION MEETING

A. The Contractor shall attend a preconstruction meeting scheduled by the Contracting Officer.

Work shall not commence prior to the meeting.

B. The Contractor shall address project orientation, personnel contact, safety issues, environmental issues, permits, deficiencies, and the location of the Contractor’s office.

1.4. COORDINATION MEETINGS:

A. Conduct project coordination meetings as necessary at scheduled times convenient for all parties involved. Project coordination meetings are in addition to specific meetings held for other purposes such as weekly progress meetings and special pre-installation meetings.

B. Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.

1.5. WEEKLY PROGRESS MEETINGS:

A. Conduct weekly progress meetings at regularly scheduled times.

PROJECT MEETINGS 01200 - 2

B. Attendees: In addition to Contracting Officer, other parties as deemed necessary by Contracting Officer, Contractor, and others involved in planning, coordination, or performance of future activities shall be represented at these meetings by persons familiar with the project and authorized to conclude matters relating to progress. This includes the Contractor Superintendent and Subcontractors as necessary.

C. Agenda: Prepare and distribute minutes of previous progress meeting. Correct minutes of the previous progress meetings as directed. Review other items of significance that could affect progress.

1. Agenda for each progress meeting will include the following:

a. Attendance

b. Review and Acceptance of Previous Minutes

c. Status of Requests for Information/Decision

d. Construction Schedule Review

e. Review of Record Documents

f. New Business

2. Contractor’s Construction Schedule: Be prepared to review progress since the last meeting.

Determine where each activity is in relation to the Contractor’s Construction Schedule, whether on time, ahead or behind schedule.

D. Be prepared to review and discuss the present and future needs of each entity present, including such items as:

1. Interface and Utility Interruption Requirements

2. Time

3. Sequences

4. Deliveries

5. Off-Site Fabrication Problems

6. Access

7. Site Utilization

8. Temporary Facilities and Services

9. Hours of Work

10. Safety Hazards and Risks

11. Housekeeping

12. Quality and Work Standards

E. Reporting: Distribute copies of minutes of the meeting to all within 2 working days of the meeting.

END OF SECTION 01200

SUBMITTALS 01300 - 1

SECTION 01300 – SUBMITTALS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies administrative and procedural requirements for submittal of shop drawings, product data, administrative data, and samples to verify that products, materials, and systems proposed for use comply with provisions of the Contract Documents.

B. A submittal register is included in this section listing those submittals required of the contractor for this project. The AF IMT 3000 shall be used to submit all data.

C. Submittal Categories:

1. Category A: For review and approval by the Government.

2. Category B: For information only, approval of the Government is not required. However, the absence of comments by the Government does not relieve the Contractor of his responsibility to comply with the Contract Documents.

D. Shop drawings include, but are not limited to, the following:

1. Fabrication drawings.

2. Installation drawings.

3. Schedules.

4. Standard information prepared without specific reference to the Project is not considered to be a shop drawing.

E. Product data includes, but is not limited to, the following:

1. Manufacturer's product specifications.

2. Manufacturer's installation instructions.

3. Catalog cuts.

4. Roughing-in diagrams.

5. Standard wiring diagrams.

6. Printed performance curves.

7. Operational range diagrams.

8. Standard product operating and maintenance manuals.

9. Material Safety Data Sheets (MSDS).

F. Administrative data includes, but is not limited to the following:

1. Permits.

2. POC list with telephone numbers.

3. Manifest.

G. All items called out in a specification section shall be submitted at the same time under the submittal number listed in the register unless denoted as a separate submittal. Submittals not containing all items listed in the specification section will be considered incomplete and returned to the contractor with no action taken.

1.2 SUBMITTAL PROCEDURES

SUBMITTALS 01300 - 2

A. Coordination: Coordinate preparation and processing of submittals with performance of the work. Transmit each submittal to the Contracting Officer well ahead of scheduled performance of related construction activities to avoid delay.

1. Coordinate each submittal with other submittals and related activities that require sequential activity including:

a. Testing

b. Purchasing

c. Fabrication

d. Delivery

2. Coordinate transmittal of different types of submittals for the same element of the Work, and different elements of related parts of the Work, so that processing will not be delayed by the Contracting Officer's need to review submittals concurrently for coordination. The Contracting Officer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are forthcoming.

B. The Contractor shall provide each submittal required on the Submittal Register. The Contracting Officer may request submittals in addition to those listed on the Submittal Register, which shall be submitted in full conformance with this Section and at no additional cost to the Government. Unless otherwise specified, the Submittal Register shall be submitted within ten

(10) calendar days after the date of the Notice to Proceed. Submittals shall be delivered to the Contracting Officer by the dates listed on the approved Submittal Register with the following exceptions: Product Warranties and Final As-Builts - submit within two (2) weeks after final acceptance, prior to final payment.

C. Submittal Review Time (for Category A only): The Contractor will be notified not later than 10 days after submission date of approval or disapproval, with appropriate comments in the event of disapproval. Disapproved submittals shall be resubmitted no later than seven (7) calendar days after receipt of disapproval. In no event shall disapproval be an acceptable basis for extension of the project completion time.

D. Form of Submittal: Only those submittals accompanied by a completed AF IMT 3000, "Material Approval Submittal", will be accepted. Copies of AF IMT 3000 may be obtained from the Contracting Officer, Building 8110 or from http://www.e-publishing.af.mil.

E. Submittal Preparation: Place a permanent label or title block on each submittal for identification.

1. Indicate the name of the firm or entity that prepared each submittal on the label or title block.

2. Include the following information on the label for processing and recording action taken.

a. Project name

b. Date

c. Name and address of Contractor

d. Name and address of Subcontractor

e. Name and address of Supplier

f. Name of Manufacturer

g. Number and title of appropriate specification section

h. Drawing number and detail references, as appropriate

i. Similar definitive information, as applicable

F. Submittal Transmittal: Package each submittal appropriately for transmittal and handling.

Deliver to Contracting Officer. Submittals received from sources other than the Contractor will

SUBMITTALS 01300 - 3

be returned to the sender without action. Provide two copies of the package (except O&M Manuals where 4 copies are required). Include completed and signed AF Form 3000’s.

1. Record relevant information and requests for data on the transmittal form. On the form, or an attached separate sheet, clearly record deviations from requirements of the Contract Documents, including minor variations and limitations.

1.3 TYPES OF SUBMITTALS

A. Shop drawings shall consist of drawings prepared specifically for this Project illustrating items to be fabricated specifically for this Project. Such drawings shall be in conformance with the General Provisions of this specification and shall clearly define the size, thickness, configuration, material, finish, number required, and all other pertinent characteristics of each item to be fabricated. In addition, the drawings shall define the exact location of the item in the work and its relations to all other affected items. Do not reproduce Contract Documents as the basis for shop drawings.

1. Include the following information on shop drawings:

a. Dimensions and quantities.

b. Identification of products and materials including brand names.

c. Compliance with specified standards.

d. Notation of coordination requirements.

e. Notation of dimensions established by field measurement.

2. Submit coordination drawings, where required, for integration of different construction elements. Show construction sequences and relationships of separate components where necessary to avoid conflicts in utilization of the space available.

3. Encircle or otherwise indicate deviations from the Contract Documents on the shop drawings. Explain deviation on a memo or letter to the Contracting Officer.

4. Do not permit shop drawing copies without an appropriate final stamp or other marking indicating the action taken to be used in connection with construction.

B. Manufacturer's data shall consist of printed literature illustrating or describing manufactured proposed product and, if necessary, shall be accompanied by a written explanation of its relationship in the work. Pages describing products in addition to those proposed for use in this project shall be marked to define exactly which product is being proposed. Highlighting is unacceptable. Use black arrows or underline. The submission should include copies of relevant pages only. Manufacturer’s general catalog, with pages of products unrelated to this project, will not be acceptable.

1. Where product data has been printed to include information on several similar products, some of which are not required for use on the project or are not included in this submittal, mark copies to clearly indicate which information is applicable.

2. Where product data must be specially prepared for required products, materials, or systems, because standard printed data are not suitable for use, submit as "shop drawings" not "product data."

3. Include the following information in product data:

a. Product dimensions, colors, and finishes

b. Manufacturer's printed recommendations

c. Compliance with recognized trade association standards

d. Compliance with recognized testing agency standards

e. Application of testing agency labels and seals

f. Notation of dimensions verified by field measurement

g. Notation of coordination requirements

SUBMITTALS 01300 - 4

h. Any other pertinent descriptive information

4. Include material safety data sheets (MSDS) at the start of construction for all chemical products to be used.

5. Distribution: Furnish copies of approved product data to manufacturers, subcontractors, suppliers, fabricators, installers, governing authorities, and others as required for performance of the construction activities. Show distribution on transmittal forms.

a. Do not proceed with installation of materials, products and systems until a copy of product data applicable to the installation is in the installer's possession.

b. Do not permit use of unmarked copies of product data in connection with construction.

C. Certificate: The certificate shall state that the products proposed for use in this Project conform to the requirements of this specification, especially those industry standards or specifications referenced under "Applicable Publications" at the beginning of the section. The certificate shall bear the signature of an officer of the manufacturer and shall state his affiliation with the manufacturer. The certificate shall also include the name of the installer and shall state that he is qualified by the manufacturer to install the proposed product.

D. Guarantees: In addition to the overall warranty required under the General Provisions of this specification, the Contractor shall provide a guarantee for specific items when required under the technical section pertaining to that item. Such guarantee may be a standard industry warranty or may be specifically written for this Project, provided that it conforms to the requirements of the pertinent specification section, particularly regarding the length of time of coverage. The guarantee shall bear the signature of an officer of the company and shall state his affiliation with the company.

E. As-Built Documents: Provide Project Record Documents as specified in Section 01781, “Project Record Documents.”

F. Documentation of no asbestos containing materials: Provide a memorandum for record that no ACM was brought on base and that all materials used were asbestos free.

1.4 SUBMITTAL REGISTER

A. Instructions for completion of the submittal register:

1. Column #1: The Contractor shall identify each submittal based on the numbering system shown in this column.

2. Column #2: The Contractor shall identify each submittal based on the submittal type (Category A or B) shown in this column.

3. Column #3: References, specification section, and paragraph in which submittal is requested.

4. Column #4: Described type of submittal required, i.e., shop drawings, certificate, etc.

5. Column #5: Material or item for which submittal is required.

6. Column #6: The Contractor shall provide the date that he intends to make each submittal.

7. Column #7: The Contractor shall provide the date by which each submittal must be approved to accomplish incorporation into the Project.

8. Column #8: The Contractor shall provide the date when the material or equipment is required to be at the project site.

9. Columns #9 through #12, inclusively: These columns are not to be completed by the

Contractor prior to submitting the register. At the Contractor's option, the columns can be utilized to track the progress of submittals.

END OF SECTION 01300

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 32 PAGES

USAFA Elevators at Falcon Stadium

02 41 00 SD-01 Preconstruction Submittals

1.2.1Demolition Plan

1.9Existing Conditions

SD-07 Certificates

1.6Notification

03 30 00 SD-01 Preconstruction Submittals

1.6.3.1Concrete Curing Plan

1.6.5 GQuality Control Plan

1.6.6 GQuality Control Personnel

Certifications

1.6.6Quality Control Organizational

Chart

1.6.8 GLaboratory Accreditation

SD-02 Shop Drawings

1.6.2.1 GReinforcing Steel

SD-03 Product Data

2.4.8Joint Sealants

2.4.7Joint Filler

2.1Materials for Forms

2.4.1Cementitious Materials

2.4.6Vapor Barrier

2.3.3Concrete Curing Materials

2.5Reinforcement

2.4.5Admixtures

2.5.4Synthetic Reinforcing Fibers

2.2.1Waterstops

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

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TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

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 32 PAGES

03 30 00 1.8.1Local/Regional Materials

2.4.9Biodegradable Form Release

Agent

SD-05 Design Data

2.3.1 GMix Design

SD-06 Test Reports

1.6.1.1 GConcrete Mix Design

1.6.4.1Fly Ash

1.6.4.1Pozzolan

1.6.4.2Ground Granulated Blast-Furnace

Slag

1.6.4.3 GFiber-Reinforced Concrete

3.13.2.3 GCompressive Strength Tests

3.13.2.4Air Content

3.13.2.1Slump Tests

2.4.2Water

SD-07 Certificates

2.5.1Reinforcing Bars

1.6.3.2Material Safety Data Sheets

SD-08 Manufacturer’s Instructions

2.3.3Curing Compound

03 37 13 SD-06 Test Reports

2.2 GMixture Proportions

2.1.2Aggregates

1.4.2Preconstruction Test Panels

SD-07 Certificates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

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APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

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ACTION

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TO APPR

AUTH/

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CONTR

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TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 32 PAGES

03 37 13 2.1.1.1Portland Cement

2.1.1.3Pozzolans

2.1.1.5Silica Fume

2.1.4Admixtures

2.1.5Curing Materials

2.1.6.1Steel Fiber Reinforcement

1.4.1 GQualifications

03 41 33 SD-02 Shop Drawings

1.8 GFabrication Drawings

1.8 GInstallation Drawings

SD-05 Design Data

2.1.1 GNormal Weight Concrete

SD-06 Test Reports

1.7.2 GAir Content

1.7.2 GAir Entrainment

2.1.1 GCompressive Strength

1.7.2 GSlump

1.7.2 GDesign Mix

SD-07 Certificates

1.5 GQualifications for Welding Work

1.4 GInstallers

1.3 GManufacturer

2.1.1 GAggregate

2.7.7 GPretensioning

2.7.16 GDetensioning

1.5 GWelding Procedures

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

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APPROVAL

NEEDED

BY

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BY

A C T I O N

C O D E

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TO APPR

AUTH/

DATE RCD

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CONTR

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TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 32 PAGES

03 41 33 SD-08 Manufacturer’s Instructions

1.5 GInstallation Instructions

1.5 GWelding Sequence and

Procedure

03 45 00 SD-01 Preconstruction Submittals

1.12.5Pre-Installation Meeting

SD-02 Shop Drawings

1.12.1 GPrecast Drawings

SD-03 Product Data

2.3 GCast-In Embedded Items And

Connectors

2.3.2 GConnection Devices

1.4.2 GThermally Low-Conductive

SD-04 Samples

1.12.2 GConcrete Wall Panel Surface

Finish

1.12.3Mock-up

SD-05 Design Data

1.5.4 GDesign Calculations

2.1.1 GContractor-Furnished Mix Design

2.4.9 GRepair of Surface Defects

1.5.5 GThermal Calculations

SD-06 Test Reports

1.11.2 GStrength Tests

1.11.2Slump

1.11.1Test for Concrete Materials

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

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ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

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TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 32 PAGES

03 45 00 2.2.6Water

3.6.4Testing Precast Units for Strength

SD-07 Certificates

1.4 GManufacturer's Qualifications

1.8.1Fabricator Quality Certifications

1.9Erector Certification

05 05 23.16 SD-01 Preconstruction Submittals

3.2Welding Quality Assurance Plan

SD-03 Product Data

1.3 GWelding Procedure Qualifications

1.3.5Welder, Welding Operator, and

Tacker Qualification

1.3.6Inspector Qualification

1.3.2Previous Qualifications

1.3.3Pre-Qualified Procedures

2.2Welding Electrodes and Rods

SD-06 Test Reports

3.3Nondestructive Testing

SD-07 Certificates

1.3.1Certified Welding Procedure

Specifications (WPS)

1.3.1Certified Brazing Procedure

Specifications (BPS)

1.3.1Certified Procedure Qualification

Records (PQR)

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 32 PAGES

05 05 23.16 1.3.1Certified Welder Performance

Qualifications (WPQ)

1.3.1Certified Brazer Performance

Qualifications (BPQ)

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

2.5.2Shop Primer

2.4.1Welding Electrodes and Rods

2.4.2Non-Shrink Grout

2.3.3Tension Control Bolts

SD-06 Test Reports

2.5.2Class B Coating

2.3Bolts, Nuts, and Washers

3.6.1.2Weld Inspection Reports

SD-07 Certificates

2.2Steel

2.3Bolts, Nuts, and Washers

1.3AISC Fabrication Plant Quality

Certification

1.3AISC Erector Quality Certification

1.4.3.1Welding Procedures and

Qualifications

05 30 00 SD-02 Shop Drawings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

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ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

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TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

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ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 32 PAGES

05 30 00 1.3.5 GFabrication Drawings

SD-03 Product Data

2.2Accessories

2.1Deck Units

2.2.11Mechanical Fasteners

2.1.4Touch-Up Paint

1.3.3Welding Equipment

1.3.3Welding Rods and Accessories

SD-04 Samples

2.1.1Metal Roof Deck Units

SD-05 Design Data

2.1 GDeck Units

SD-07 Certificates

1.3.2Powder-Actuated Tool Operator

1.3.3Welder Qualifications

1.3.3Welding Procedures

1.3.4.1Wind Storm Resistance

1.3.1Manufacturer's Certificate

SD-11 Closeout Submittals

2.1 SRecycled Content of Steel

Products

05 50 13 SD-02 Shop Drawings

2.3Fall Protection

3.7.1Design

2.3 GInstallation

SD-03 Product Data

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

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TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

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ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 32 PAGES

05 50 13 2.3 GFall Protection

05 51 33 SD-02 Shop Drawings

2.3Ladders

SD-07 Certificates

1.3Fabricator Certification for Ladder

Assembly

1.3Fabricator Certification for Ships

Ladder Assembly

05 52 00 SD-02 Shop Drawings

2.1 GFabrication

SD-07 Certificates

1.3.1 GWelder Qualification

07 21 19 SD-03 Product Data

2.1.1 Gdescriptive information

3.1.5 GSafety Data Sheet (SDS)

SD-07 Certificates

1.3.1 GManufacturer's qualifications

1.3.2 GInstaller's qualifications

1.3.2 Gtraining

07 22 00 SD-02 Shop Drawings

1.3 GInsulation Board Layout

1.3 GVerification of Existing Conditions

SD-03 Product Data

2.1 GInsulation

1.4 GCover Board

SD-06 Test Reports

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

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FROM

CONTR

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TO OTHER

REVIEWER

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REVIEWER

A C T I O N

C O D E

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MAILED

TO

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DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 32 PAGES

07 22 00 1.8.1 GFlame Spread Rating

SD-07 Certificates

1.6 GInstaller Qualifications

07 42 63 SD-01 Preconstruction Submittals

1.5.2Qualification of Manufacturer

1.5.3Qualification of Installer

SD-03 Product Data

1.5.1Manufacturer's catalog data

1.5.1Factory Finish

1.5.1Trim

1.5.1Accessories

SD-04 Samples

1.5.1Wall Panel Assemblies

2.2.4Trim Pieces

SD-07 Certificates

1.5.2Qualification of Manufacturer

1.5.3Qualification of Installer

07 53 23 SD-03 Product Data

2.1.1 GEPDM Sheet

3.3Flashings

1.8 Gwarranty

SD-07 Certificates

1.4.1Qualification of Manufacturer

1.4.2Qualification of Applicator

1.4.3 GWind Uplift Resistance

SD-11 Closeout Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CON…