3._SPEC_14-1131 _REPAIR_ROOF _B-327 _YUJO_29_APR.pdf

ZNRE 14-1131

REPAIR ROOF, B-327, YUJO

DATE: 10 APRIL 2015

PROJECT SPECIFICATIONS

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEER SQUADRON

YOKOTA AIR BASE, JAPAN

ZNRE 14-1131, REPAIR ROOF B-327, YUJO, YOKOTA AIR BASE, JAPAN

TABLE OF CONTENTS page 1

374TH CIVIL ENGINEERING

PROJECT ZNRE 14-1131

Repair Roof B-327, Yujo

DATE: 10 April 2015

CONTRACT SPECIFICATION TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND TITLE PAGE

00 01 20 AS-BUILT DRAWINGS 000120-1 thru 000120-4

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK 011100-1 thru 011100-8

01 33 00 SUBMITTAL PROCEDURES 013300-1 thru 013300-11

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION 024100-1 thru 024100-4

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 56 00 WATERPROOF COATING SYSTEM 075600-1 thru 075600-5

07 92 00 JOINT SEALANTS 079200-1 thru 075600-6

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS 099000-1 thru 099000-14

APPENDIX

SCHEDULE OF MATERIAL SUBMITTALS 2

-- End of Project Table of Contents -

SECTION 00 01 20 Page 1

SECTION 00 01 20

AS-BUILT DRAWINGS

PART 1 - GENERAL

1.1 REFERENCES:

Reserved.

1.2 SECTION INCLUDES

This section covers as-built drawings creation & submission.

1.2.1 RELATED SECTIONS

a. SECTION 01 11 00 – SUMMARY OF WORK.

b. SECTION 01 33 00 – SUBMITTAL PROCEDURES.

1.2.2 WORK SCOPE

Prepare or modify & submit the computer generated as-built drawings.

1.3 DEFINITIONS

CADD - Acronym for Computer Aided Drafting & Design.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation. The following shall be submitted in accordance with SECTION 013300 - SUBMITTAL

PROCEDURES.

SD-11 Closeout Submittals

a. As-Built Mark Ups; G.

Submit the full size set of marked up blueprints illustrating as-built conditions.

b. As-Built Finals; G.

Submit the final original as-built drawings on compact disks and hard copies.

c. Drawing Index; G.

As part of the final as-built submission, include a file index that identifies every file on each disk, the contents of the file.

1.5 AS-BUILT DRAWINGS

a. By definition, the as-built drawings are an accurate record of the construction as actually installed and completed including all the information shown on the original set of contract drawings, unless work was deleted by modification or additive bid, and a record of all deviations, modifications or additions to the contract drawings however minor, which were incorporated in the work from notice to proceed until final acceptance.

SECTION 00 01 20 Page 2

1.6 PRELIMINARY AS-BUILT DRAWINGS

a. Throughout construction, the Contractor shall annotate one set of blue line prints to document the as-built conditions. Keep the as-built marked prints current and available on the job site at all times. Accurately and neatly record all changes/additions to the contract plans made during construction as they occur by means of details, dimensions and notes.

b. The Contracting Officer's representative and a Contractor’s representative will jointly inspect the as-built marked prints for accuracy and completeness before submission of the final as-builts. The drawings shall include but not be limited to the following information:

b.1 The location and description of any utility lines or other installations of any kind or description known to exist within the construction area. The location includes dimensions of permanent features.

b.2 The location and dimensions of any changes within the building or structure.

b.3 Correct grade or alignment of structures or utilities if any changes were made from contract plans.

b.4 Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor including but not limited to fabrication, erection, installation plans and placing details, bolt sizes, dimensions of equipment foundations, etc.

b.5 All changes and modifications which result from the final inspection.

1.7 SUBMITTAL TO CONTRACTING OFFICER FOR REVIEW AND APPROVAL

After completion of on site work, the Contractor shall submit the full size set of marked up blueprints illustrating as-built conditions. If the drawings contain errors and/or omissions, the Government will return the set to the Contractor for correction and resubmission. The Contractor shall complete the corrections and re-submit the drawings to Civil Engineering within ten (10) calendar days.

1.8 FINAL AS-BUILT DRAWINGS

a. After the preliminary as-built drawings are approved, The Contractor will show all the features of the project as it has been constructed by duplicating the information documented on the as-built drawings.

b. The original file copy is part of the permanent records of this project and the Contractor is responsible for the protection and safety thereof until returned to the Government. Any drawing files damaged or lost must be satisfactorily replaced at the Contractor’s expense.

c. If additional drawings are required, prepare new drawing files or add to the existing drawing files.

d. As part of the final as-built submission, include a file index that identifies every file on each disk, the contents of the file, a list of each drawing layer in each file and the contents of each layer.

SECTION 00 01 20 Page 3

1.9 DRAFTING

a. Employ only personnel proficient in the preparation of engineering drawings and Computer Aided Drafting & Design (CADD) to modify the original contract drawings or prepare additional new drawings.

b. All additions and corrections to the contract drawings shall be neat, clean, legible and match the adjacent existing line work, lettering and format of the existing drawings. The Contracting Officer’s representative will review all as-built drawings for accuracy and conformance to the above specified drafting standards. Unacceptable drawings will be returned for correction and resubmission until approved. The Contractor will make all corrections, changes, additions, and deletions required to meet these standards.

c. When final revisions have been completed, each drawing shall be lettered with the words "AS-BUILT DRAWING" in bold formatted letters 10 mm high placed above the title block. Place the date of completion, the words "REVISED AS-BUILT" and initials of the draft person and the approving official in the top row of the revision block.

Example:

d. Title Blocks: Use the same title block used for the original drawings for as-built drawings. Use only the approved Yokota AB title block.

1.10 SUBMITTAL REQUIREMENTS

a. The Contractor shall submit to the Contracting Officer two (3) complete sets of the final as-built drawing CADD files in compact disks and one (1) approved final hard copy.

b. All drawings files and computer disks shall become the Government property upon final approval. Failure to submit as-built drawings as required herein shall be cause for withholding final payment and for assessment of the specified liquidated damages. Approval and acceptance of final as-built drawings will be accomplished before final payment is made to the Contractor.

AS-BUILT DRAWING

SHEET OF

DATEREV BYDESCRIPTION

PACIFIC AIR FORCES HEADQUARTERS FIFTH AIR FORCE

374th AIRLIFT WING BASE CIVIL ENGINEER

SECTION 00 01 20 Page 4

1.11 PAYMENT

No separate payment will be made for the as-built drawings required under this contract. As-builts shall be configured into the total project bid unless otherwise specified.

PART 2 PRODUCTS

(Not Used)

PART 3 EXECUTION

-- End of Section --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E 2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

GREEN BUILDING INITIATIVE (GBI)

Green Globes (2004) Green Globes(tm) US Green Building Rating System

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA

Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED (2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building Rating System for New Construction

(LEED-NC)

1.2 SECTION INCLUDES

This section includes all the general work site & base requirements, a brief work scope, the work days & hours.

1.2.1 RELATED SECTIONS

Section 01 33 00 SUBMITTAL PROCEDURES.

1.2.2 WORK SCOPE

a. Furnish all parts, labor, materials, tools and equipment, transportation, supervision, all operations identified, and any other necessary to complete this project to ensure usable facility in these drawings, specifications and any other construction documents for Project Number ZNRE 14-1131 Repair Roof, B327, Yujo, or incidentally required for complete project. The Contractor shall verify site conditions and conduct all field surveys and measurements as necessary to complete this project.

All performance under this project shall meet or exceed US Government and Japanese Construction Standards. Submitted drawings from government do not guarantee the existing conditions. The contractor is responsible for surveying the site before commencing the on-site work.

SECTION 01 11 00 Page 2

b. The following scope of work is expressed in general terms and in no way limits the contractor’s responsibility. Perform all work indicated in these specifications or accompanying drawings. The contractor is required to provide a complete and usable facility within the terms and conditions of this contract. The scope of work for this project includes but is not limited to:

c. General Work Scope:

c.1 Provide scaffolding with safety net along the exterior walls and scaffolding (prefabricated scaffolding) with safety belts and/or lines or substituted system on the roof.

c.2 Apply waterproofing work to Metal roof area.

-Surface preparations clean up surface.

-Primer

- Reinforced fabric tapes -Waterproof membrane coat(2kg/m2) over-lay acrylic type and Top coat.

c.3 Apply waterproofing work to canopy area.

-Flat area; clean up surface, Primer, reinforced fabric mesh sheet, 3kg/m2 urethane type and protective top.

-Top & inside of parapet for roof & canopies; clean up surface, primer, reinforced fabric mesh, sealant, 3kg/m2 urethane type, and protective top coat.

c.4 Repair/clean-up existing roof drains/pipes, and replace drain caps with new.

c.5 Provide other associated temporary work as necessary to protect interior of facilities from adverse weather conditions during construction. Perform necessary repair, repaint and protection to address damage to facilities resulting from negligence.

1.3 DEFINITIONS

a. EA – Abbreviation for Each.

b. SM – Abbreviation for Square Meter.

c. LM – Abbreviation for Linear Meter.

1.4 GENERAL INFORMATION

a. Work Hours: Contractor work hours are from 0730 to 1630 hours, 5 days a week including Japanese holidays, but excluding US legal holidays.

Thanksgiving weekend and Christmas holidays (from 22 December to 2 January). The contractor shall anticipate intermittent delays in the working schedule due to the special requirements of the resident of the quarters. The government will make every effort to minimize this occurrence. Inspector shall escort contractor on duty hours (07:30~16:15, Monday through Friday excluding U.S. legal holidays).

b. Holidays: Recognized US legal holidays are listed below:

SECTION 01 11 00 Page 3

(1) January 1 - New Year’s Day

(2) January 3rd Monday - Martin Luther King Jr. Birthday

(3) February, 3rd Monday - President’s Day

(4) May, Last Monday - Memorial Day

(5) July 4 - Independence Day

(6) September, 1st Monday - Labor Day

(7) October, 2nd Monday - Columbus Day

(8) November 11 - Veteran’s Day

(9) November, 4th Thursday - Thanksgiving Day

(10) December 25 - Christmas Day

Holidays falling on a Saturday will be observed on the preceding Friday. Holidays falling on a Sunday will be observed on the following Monday.

c. Occupancy: The facility will be occupied. Perform work to minimize occupant inconvenience.

d. Weekend Work: Do not perform weekend work without advance permission.

Submit weekend work requests at least the Wednesday before the desired weekend workday. Only proceed with weekend work after you receive Government approval.

e. Temporary Telephone: Not used.

f. As-Built Drawings: Reference individual specification section submittals.

g. Utility Outages: Provide at least 21 calendar days advance notice of planned utility outages including fire systems. In each request, specify each utility disconnected, the time and date the service will be deactivated and the anticipated time and date service will be reactivated.

Do not disconnect or deactivate any base utility systems without advance 374 CES/CEN or construction inspector approval. Fire system disconnection and reactivation requires 374 CES/CEF (Phone 225-7290/7125) coordination.

h. Barricades & Warning Signs: Prominently post bilingual (English & Japanese) “OFF LIMITS”, “WET PAINT” and “NO SMOKING” signs, as applicable, at all entrances to the job site. Stencil (paint) the black lettering in all capital letters on either 1’-0” x 2’-0” or 2’-0” x 3’-0” sheet metal or plywood signs. Protect all overnight open excavations with barricades & battery-powered flashers. Smoking is prohibited in Government facilities.

i. Utilities: The US Government will furnish water & electricity at no cost in accordance with FAR 52.236-14, Availability and Use of Utility Service (Apr 1984).

SECTION 01 11 00 Page 4

j. Waste Disposal: Remove and dispose of all construction debris off base in accordance with Japanese laws. In case that the asbestos debris remains on base after workday, the contractor shall protect the debris from weather and none of the debris shall be scattered.

k. Final Inspection: 374 CES/CEN and 374 CONS will perform inspection.

Schedule final inspections between 0800 and 1600, Monday through Friday, excluding US legal holidays. The government will perform the inspection within 72 hours after contractor initiates the final inspection request.

Final inspections falling on weekends or US legal holidays will be postponed to the following work day. Postponements will not be considered part of the performance period.

l. This project is only construction (repair work), the construction must start after governmental approval of all shop drawings.

1.5 PERFORMANCE REQUIREMENTS

a. Traffic Access: Maintain at least one open lane throughout all road work. Always provide at least one flag person when two-way traffic is reduced to a single lane.

b. Measurement Paragraph: Measurement paragraphs are included in each respective specification section. This paragraph identifies the measurement unit and the work scope for each line item included in the contract. Do not include quantity of material wastage in the line quantity for each item. Actual work performance days shall be determined by the CE engineering staff based on the site conditions and circumstances of each project.

c. A. Work Clearance Permit: Obtain a work clearance request (AF Form 103) from the construction inspector 21 days in advance before any site work, especially excavation, begins. Areas containing underground utilities will be designated caution areas. Carefully excavate designated caution areas.

Hand excavate within 3 feet of all identified existing utility lines.

d. B. Traffic Access: Obtain a work clearance request (AF Form 103) from the construction inspector 21 days in advance before any road closures.

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Traffic Access 21 calendar days prior to work AF 103

Parking Use Permits 21 calendar days prior to work AF 103

If there will be any work or access noted above, also include within AF 103.

Permits shall be posted at a conspicuous location in the construction area.

1.6 TYPHOON AND STORM PREPARATIONS

A. In order to minimize damage to public properties and prevent personal injury, the following actions will be taken upon declaration of the typhoon conditions described below. The Contractor shall insure that the construction sites are well prepared for protection from the dangers of heavy rain and strong winds. The Contractor will develop and establish the necessary procedures to be taken for storm preparation and provide in his/her Accident Prevention Plan, Part I, emergency telephone number and addresses where at least 3 officials of the company may be reached and notified in the event that an immediate typhoon alert is declared.

SECTION 01 11 00 Page 5

1. Typhoon Condition 3 - When CONDITION THREE (destructive winds possible within 48 hours) is declared, Contractor shall:

a. Clean and remove all loose debris and waste, including scrap wood and metal, empty barrels, and concrete form materials no longer required on the job site, to a safe area for proper disposition.

b. Secure, tie down, and anchor construction field office and storage facilities, scaffolding, concrete forms and supports, doors, windows, opening covers, stored lumber and other materials, mechanized construction equipment, temporary power line and supports, and other items that may be blown away or might cause injury or damage.

c. Inspect all excavation and trenching work in progress, and provide necessary temporary drainage and proper protection and shoring for excavation sides and openings in order to prevent damage to public roads and facilities by slides or flooding. Accumulation of water in the excavation of structure foundation work will be controlled and minimized.

2. Typhoon Condition 2 - When CONDITION TWO (destructive winds anticipated within 24 hours) is declared, the work required at remote areas such as off-shore facilities or high elevations will cease immediately and the workers will be evacuated to a safe area. During Condition 2, the Contractor will continue the actions described in paragraph 1.7.A.1.a, b and c above and the construction site will be inspected for storm preparation by the Construction Inspector. The Contractor shall request an inspection by calling the Construction Inspector.

3. Typhoon Condition 1 - When CONDITION ONE (destructive winds imminent or anticipated within 12 hours) is declared, all work will cease immediately and the Contractor's representative shall insure that all necessary storm preparations, including the items listed below, are completed.

a. All electrical circuits and equipment, including temporary power lines, are cut off and secured against unauthorized use.

b. Gas cylinders, hot work equipment, and flammable materials are properly stored at a safe area

c. No igniting source is present.

d. All workers have been evacuated from the construction site.

When Condition 1 is declared without the normal progression through

Condition 3 and/or 2, the Contractor will take the actions listed in paragraph 1.59.a above, and also follow the procedures described herein.

1. High Winds Warnings - When wind gusts of 55.56 kilometers per hour

(km/h) or greater is forecast, the Contractor will be required to perform general area cleanup in accordance with paragraphs 1.7.A.1.a, b, c and 1.7.A.2. a, b, c, d above, i.e., to bundle and securely tie or securely cover and weight small wooden items, to remove and secure

SECTION 01 11 00 Page 6 lightweight barricades, and to remove loose material from roofs and other high unprotected areas.

2. Investigation of Typhoon Damage - When "ALL CLEAR" is declared, the Contractor may resume normal activities. The construction site will be investigated for all damage caused by the typhoon or high winds, and the result of the investigation will be furnished in verbal or written form to the Construction Inspector as soon as practicable.

1.7 INSTALLATION SAFETY & FIRE REGULATIONS

a. The prime contractor is responsible for understanding and insuring subcontractor compliance with the following.

b. Vehicle Traffic Supervision. AFI 31-204, Motor Vehicle Traffic Supervision.

c. EM 385-1-1, Safety & Health Requirements Manual, Army Corps of Engineers.

d. AFI 91-203, Air Force Consolidated Occupational Safety Instruction.

e. YOKOTA ABI 32-2001, Fire Protection and Prevention Program.

f. NFPA 241, Safeguarding Construction, Alteration, & Demolition Operations.

g. Contractor shall exercise safety precautions to avoid accidents during installation of roofing work. The exposed roof deck surfaces shall be dry, smooth, firm, and free from dirt, projections and foreign materials.

Contractor shall also provide temporary waterproof covering over the surfaces to be roofed at the end of each workday or during inclement weather. The surfaces of roof deck shall be tested for dryness and approved by the construction inspector. Use safety belts and lines as required, and follow the latest U.S. and Japanese government’s criteria for fall protection. The contractor is responsible for the safety of all workers for fall protection.

1.8 FIRE SAFETY STANDARDS DURING CONTRACTOR PERFORMANCE

1.8.1 General Requirements

a. The contractor or an individual appointed shall be placed in charge of Fire Safety of the work project. The responsibilities shall include:

assuring the availability, operation, and location of fire protection equipment, general supervision of safeguards and location of portable heating equipment, and establishment and maintenance of safe cutting and welding operations.

b. Contractor's materials and equipment shall not be stored in a location or manner which will create a fire exposure to facilities adjacent to the project site. Fire hydrants shall not be fenced in on construction sites.

c. All fires, regardless of size, shall be reported to the Fire Emergency Services Flight immediately. Any persons discovering a fire or suspected fire shall alert the building occupants by any means available. The Fire

SECTION 01 11 00 Page 7

Emergency Services Flight shall be notified in the following manner: from a base phone, dial 911; from a Japanese cell phone dial 042-552-2510, wait for the tone and dial 911.

d. Portable fire extinguishers shall be supplied by the contractor as required by the Fire Emergency Services Flight. Fire extinguishers shall be readily available and kept in a fully operational condition at all times.

e. Work that includes the fire detection or suppression systems, utility outages, road closures, and confined space entries, shall be approved by the Fire Emergency Services Flight, Fire Prevention Office prior to beginning the work. Only authorized technicians shall alter, extend, or repair installed systems.

1.8.2 Flammable and Combustible Liquids and Gasses

a. Every effort shall be made to limit flammable liquid quantities to daily use.

b. Flammable liquids exceeding daily quantities shall be properly stored in approved locations only.

c. Flammable storage areas shall be marked with bilingual signs.

1.8.3 Hot Work Operations

a. Any hot work operations shall be approved by the Fire Emergency Services Flight, Fire Prevention Office prior to starting. The job site shall be inspected and have an AF Form 592, Welding and Cutting permit, issued. Responsible hot work operation supervisors shall take the following actions:

b. Follow checklist on reverse side of the AF Form 592, Welding and Cutting permit as required.

c. Remove combustible material to a safe location.

d. Ensure that adequate fire extinguishers are provided and that one person is designated to operate the extinguisher in the event of fire.

e. Ensure fire detections and suppression systems will not be affected by the operation being performed. Thoroughly inspect the area after operations have been completed to ensure that the area is free of fire hazards caused by the operation.

f. Return the welding permit to the Fire Emergency Services Flight, Fire Prevention Office upon expiration of welding permit or completion of the work.

1.8.4 Driving Responsibilities

a. Drivers shall yield the right-of-way to all emergency response vehicles.

b. Vehicles shall not be driven over fire hose and shall not proceed through areas where firefighting operations are being conducted; unless directed by a designated traffic control representative.

SECTION 01 11 00 Page 8

2.1 GENERAL

2.1.1 MATERIAL CONTAINING ASBESTOS

Do not use any material containing asbestos (> 0.1% by weight); non-asbestos and asbestos-free mean asbestos content of the material is less than 0.1% by weight.

2.1.2 MATERIAL CONTAINING LEAD

Do not use materials containing lead-based paint in the project. All paint shall be lead-free, paints, primer, sealing compounds or similar materials containing lead (> 0.009% by weight) in the project.

2.2 SCAFFOLDING

Provide prefabricated scaffold with over H=150mm base, braces and mesh sheet, minimum 18 inches (45.72cm) wide, for repair roofs and siding, surface preparation, exterior/interior painting and other required work at all areas over 8 feet above adjacent ground surfaces.

2.3 SAFETY NETS

Mesh sizes of safety nets shall be minimum 13 millimeter by 13 millimeter and maximum 18 millimeters by 18 millimeters. Wire mesh shall be made of not less than 22-gauge wire and synthetic mesh of not less than Number 18 twine. Safety nets shall meet accepted performance standards of 17,500 foot-pounds minimum impact resistance as determined and certified by the manufacturers and shall bear a label of proof test. Edge ropes shall provide a minimum breaking strength of 5,000 pounds.

PART 3 EXECUTION

3.1 WEATHER PROTECTION

Ensure to provide the proper treatment/protection to prevent intruding water from construction area.

-- End of Section –

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 REFERENCES

Reserved.

1.2 SECTION INCLUDES

a. Submittal procedures

b. Construction progress schedules

c. Shop Drawings

d. Product Data

e. Samples

f. Manufacturer's certificates

g. Manufacturer's installation instructions

h. Construction photographs

i. Qualifications

j. Material Safety Data Sheets (MSDS)

1.2.1 RELATED SECTIONS

SECTION 011100 - SUMMARY OF WORK

a. Provide submittals for each item listed on Attachment 1, Schedule of Material Submittals, to 374 CONS/LGCB, Contracting Officer for approval.

Material submittals shall be descriptive information such as catalog cuts, diagrams, installation instructions published by the manufacturer including manufacturer’s name, material or equipment identification, type rating and catalog number or serial number to permit ready and complete identification. Provide English submittals or Japanese submittals with English translation.

b. Submit the Safety Data Sheets (SDS) identified on the Schedule of Material Submittals to 374CES/CEN for approval of 374 CES/CEIE, and review by 374 AMDS/SGPB (Bioenvironmental Engineering) and 374 AW/SE (Safety). Submit the SDS in English (and Japanese if Japanese products and it is available) indicating manufacturer’s name, point of contact, emergency telephone number, date prepared, hazardous ingredients/identity information, physical/chemical characteristics, reactivity data, health hazard data, precautions for safe handling and use, control measures, transportation and disposal procedure. Estimated

SECTION 01 33 00 Page 2 quantity of chemicals used for the project shall be specified in the submittal. In addition, after the construction project is finished, resubmit actual quantity of chemical consumed for the project.

c. Submit all shop drawing & material submittals before job site demolition begins.

1.3.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by SD numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to a notice to proceed on a new contract. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to contract notice to proceed or next major phase of construction.

Certificates of insurance Performance bonds List of proposed products Construction Progress Schedule Submittal register Schedule of prices Health and safety plan Work plan Quality control plan Environmental protection 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.

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, details of fabrication, layouts of particular elements, connections, and other relational aspects of the work.

Specific plans which outline project procedures, installation procedures, information tables, data collection. Because of the unique nature of this requirements contract, certain specification sections will request limited design drawings illustrating the roof plan or siding elevation. These design drawings must show the size & spacing

SECTION 01 33 00 Page 3 of support or structural members, fastener location (on center dimension) & details. The required information is identified below in the SHOP DRAWING paragraph.

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.

Submittals which provide calculations, descriptions, or documentation regarding the work.

Tabular lists showing location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

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.

Mathematical process to illustrate the basis for building structural component selection & the relative component size to resist lateral, live & dead loads. Calculations also encompass gross to net area calculations, life safety travel distances, power & lighting load & mechanical load calculations.

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. (Testing must have been within three years of date of contract award for the project.)

SECTION 01 33 00 Page 4

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.

Reports of inspections or tests, including analysis and interpretation of test results. Each report shall be properly identified. Test methods used shall be identified and test results shall be recorded.

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 purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Manufactures Safety Data Sheets 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 must 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

SECTION 01 33 00 Page 5

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel. 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.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings, manufacturer's help and product lines necessary to maintain and install equipment. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.3.2 Government Approved Submittals

Governmental approval is required for extensions of design, critical materials, acceptable variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the CONSTRUCTION INSPECTOR. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings." All Submittals listed in the text of these specifications are Government Approved (requiring documented Government approval) Submittals unless specifically stated otherwise.

1.3.3 Information Only Submittals

All Submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.3.4 Submittal

A submittal is a package of project information, samples, drawings, schedules, certificates, etc., Submitted to the Government for review.

1.3.5 Acceptable Variation

A specific submittal item identified as an obvious alternative to the contract requirements and the Contractor is requesting a substitution or change. Refer to section 013300 paragraph 1.10 for "EVIDENCE OF ACCEPTABLE

VARIATION".

1.3.6 Approval/Disapproval

The Government's judgment/determination whether a submittal complies with the plans and specifications.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When

SECTION 01 33 00 Page 6 used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 013300 SUBMITTAL PROCEDURES:

a. SD-07 Certificates Contractor Qualifications; G. Submit copies of license and/or current certification with photo of the certified person for each applicable work item of this project. Refer 2.1, A and B.

1.5 APPROVED SUBMITTALS

a. Approved submittals indicate only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control requirements of this contract, is responsible for the dimensions and design of adequate connections, details and satisfactory construction of all work.

b. After the Contracting Officer approved submittals, no resubmitted for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation as to why a substitution is necessary.

Submit substitutions as "acceptable variations".

1.6 INFORMATION ONLY SUBMITTALS

a. Normally submittals for information only will not be returned.

Government approval is not required on information only submittals. These Submittals will be used for information purposes.

b. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications and will not prevent the Government from requiring removal and replacement if nonconforming material is incorporated in the work.

c. This does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or check testing by the Government in those instances where the technical specifications so prescribe.

1.7 DISAPPROVED SUBMITTALS

Within 10 days, correct disapproved submittals and furnish a corrected submittal. Submit the proper form and number of copies. Number the resubmitted with the same submittal sequence number and a sequential alpha numeric indicator. (for example: the second resubmitted of submittal number 3 is 3b.)

1.8 PURPOSE

a. Submittals allow the Government to review the Contractor's planned approach and measure compliance with the contract requirements. Submittals also allow the Contractor to propose acceptable variations, color choices, shop drawings, etc., early in the contract where changes have less impact on the material orders.

SECTION 01 33 00 Page 7

b. The Contractor is wholly responsible for the contents of a submittal.

Through the physical act of submitting, the Contractor certifies that all items listed or implied, fully meet the intended purpose, functionality and quality requirements of the plans and specifications, or are submitted as a specific acceptable variation.

c. Some products & material systems are identified by a specific manufacturer. This procedure is used to establish a basis for design, quality of materials & to simplify the specification & is not intended to limit open competition of any manufacturer or product. The contractor is responsible for providing the specified material or an equivalent that meets the specification characteristics. The equivalent is often identified in the specification as "or equal".

1.9 EVIDENCE OF ACCEPTABLE VARIATION

If a product proposed for use does not conform to requirement of the referenced specification, submit for approval to the 374 CONS/LGCB, Contracting Officer, evidence that the proposed product is either equal to or better than the product specified. The submittal shall include the following:

a. Identification of the proposed substitute;

b. Reason why the substitution is necessary;

c. A comparative analysis of the specified product;

d. The differences between the specified product and the proposed substitute;

e. Other information necessary for an accurate comparison of the proposed substitute and the specified product.

1.10 WITHHOLDING PAYMENT

Reference contract.

1.11 CONSTRUCTION PROGRESS SCHEDULES

Reference contract.

2.1 QUALIFICATIONS

a. Submit color copies of license or certification with photo and renewal/retraining record of each work item listed below to 374 CONS/LGCB, Contracting Officer for approval.

b. Those qualified personnel with license or certification shall be at the job site, either directly supervising or performing architectural, electrical work. Minimum 2 certified personnel are required to submit for each license or certification. However, all electricians and fire protection personnel shall submit their license or certification. During construction, the Contracting officer and/or the Construction Inspector can

SECTION 01 33 00 Page 8 verify the submitted qualification without any prior notice.

Item Work Item No.

Work Type Issuing/Authorizatio n Organization/Agency

Submittal Type

1. Architectural General

Design and Drawing

First Grade Kenchikushi

Certificatio n License

Architectural General construction control

First Grade Sekoukanri-Gishi

Certificatio n License

Architectural General

Scaffolding Work

Ashiba-kumitatetou sagyo-syuninsya

Certificatio n

2. Water Proofing Work

Site Worker First Grade Bousui Seco-Ginoushi (acrylic type)

Certificatio n License

Water Proofing Work

Site Worker First Grade Bousui Seco-Ginoushi (urethane type)

Certificatio n License

3.Removal Disposal Sangyo Haikibutsu Shorigyo Kyokasho

License

Removal Disposal Sangyo Haikibutsu Shushu Unpangyo Kyokasho

License

Removal Disposal Tokubetsu Kanri Sangyo Haikibutsu Shorigyo Kyokasho

License

Removal Disposal Tokubetsu Kanri Shushu Unpangyo Kyokasho

License

2.2 SHOP DRAWINGS

a. As a minimum, shop drawings illustrate the construction details & installation technique.

b. Shop drawings are an extension of the project drawings. Use shop drawings to indicate dimensions, fastener type, fastener spacing, structural supports, material finishes, material thickness, and construction joints excluded from the project drawings for clarity.

c. Shop drawings for the Roof task orders must include, as a minimum: a full roof plan, even if only a portion of the roof is installed. The roof plan must show every penetration, the roof slope & drainage direction.

Show the standard details for valley gutters or flashing, eave gutters, roof penetrations (roof vents, vent pipes, exhaust vents), skylights, clerestory walls, changing roof pitch, ridge flashing. On each detail, label the existing structure & each new material in the composite roofing system. For the flat-pitch conversion, show a framing elevation, indicate framing/truss spacing & indicate an access panel in the gable end wall on the mechanical room side.

d. If the above information and required information from government are not included in the requested submittal, the submittal will be disapproved.

SECTION 01 33 00 Page 9

2.3 PRODUCT DATA

a. As a minimum, product data describes the material properties, identifies usage & lists the production standards. Mark each copy to identify applicable products, models, options, and other data. Supplement the manufacturers' standard data to provide information unique to this Project.

b. Product data is used to ensure submittal compliance with the specifications.

2.4 SAMPLES

a. Submit samples to illustrate functional and aesthetic characteristics of the specified products. Submit all the necessary exposed accessories with system samples where installed finish is visible.

b. Unless otherwise specified, submit the manufacturers standard color catalog & the material sample brochure so the government can select from the full range of manufacturers' standard colors, textures, and patterns.

The government will retain all catalogs & brochures.

c. If a material is specified by color name, submit a full size sample or a manufacturer's representative (sales) sample.

d. Reviewed samples which may be used in the project are indicated in individual specification sections.

2.5 MANUFACTURER INSTALLATION INSTRUCTIONS

a. Manufacturer's installation instructions describe the construction sequence for individual materials or systems. Submit printed instructions for delivery, storage, assembly, installation start-up, adjusting, and finishing for review.

b. If shop drawings are not submitted to detail non-standard conditions, indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

2.6 MANUFACTURER CERTIFICATES

a. Manufacturer certificates are requested when industry standards are unavailable or when unique material items or warranties are specified.

MSDS is a manufacturer certificate submittal also.

Certificates for non-asbestos or lead-free to satisfy the requirement at paragraph 2.1. of section 01 11 00 (asbestos or lead content should be indicated within the certificate) shall accompany the MSDS as appropriate.

b. When requested, submit original manufacturer’s certificates signed by the material manufacturer, not the supplier. Only current certificates (within the calendar year) will be accepted.

c. As a minimum, the certificate must indicate that the product conforms to or exceeds the specification requirements.

SECTION 01 33 00 Page 10

2.7 CONSTRUCTION PHOTOGRAPHS

Submit construction photographs(digital color data)every Monday to the construction inspector.

3.1 PROCEDURE

a. Use the government provided comprehensive Submittal forms (AF Form 3000) as a guideline to schedule material submittals & material orders.

The contractor is responsible for allowing sufficient material lead time.

Submit a submittal on each specific item identified in the schedule. The Government may request submittals in addition to those listed if more information is needed to understand the submitted item(s) or system(s).

b. At time of award, the Contracting Officer will furnish Submittal Register. Coordinate the submittals with the approved Contract Progress Chart/Schedule. Comply with the specific contract requirements for the each item listed in the specifications and drawings. The Government will not pay for material or equipment which does not comply with contract requirements.

c. In submittals, include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited

to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals including parts list; certifications; & warranties.

d. Reference: On each submittal, reference the applicable specification section, page number & paragraph or drawing sheet number/detail number & the corresponding item number in the Schedule of Material Submittals.

e. Submit all Material Submittals (AF Form 3000) with three (3) photo copies of accompanying literature to 374 CES. Do not use carbon paper for additional copies. Provide complete Contractor or Supplier submittals that accurately describe the items in the necessary detail required for a full review. One copy of each submittal will be returned, marked to indicate approval or disapproval. 374 CONS/LGCB will distribute photocopies to CES/CEN & the contractor after the submittal circulates through 374 CONS/LGCB & CES/CEN. Submit each submittal in English. A Japanese version may accompany the English version.

f. The Submittal of a "system", either as a routine action or as a acceptable variation, is considered a single submittal of an integrated collection of component parts.

g. An approved submittal, in whole or in part, does not constitute approval of any substitution or acceptable variation.

h. Clearly identify proposed acceptable variations from the contract requirements. Identify all requests for acceptable variations on AF Form 3000. With a acceptable variation request, include the benefit gained by the variation.

SECTION 01 33 00 Page 11

i. Allow 14 calendar days for each submittal review. If disapproved the government requires additional 14 calendar days to review for each resubmittals.

j. Incomplete, unclear submittals or items submitted in the wrong format will be disapproved.

k. Schedule submittals requiring Government approval before purchasing the material or equipment covered thereby.

3.2 SCHEDULING

Schedule all submittals for component parts forming whole systems together.

Submit certifications accompanying drawings together. No delay damages or time extensions will be allowed for time lost in late submittals.

3.3 AS-BUILT DRAWINGS

Reference SECTION 00 01 20.

ZNRE 14-1130, REPAIR ROOF, B-327, YUJO, YOKOTA AIR BASE, JAPAN

SECTION 02 41 00 Page 1

SECTION 02 41 00

DEMOLITION

Reserved.

1.2 SECTION INCLUDES

a. Removal of designated building finishes.

b. Removal of designated construction.

c. Disposal of materials.

d. Clean up.

1.2.1 RELATED SECTIONS WORK SCOPE

a. SECTION 01 11 00 - SUMMARY OF WORK.

b. SECTION 01 33 00 – SUBMITTAL PROCEDURES

1.2.2 WORK SCOPE

The work scope for this project is roofing system demolition. Full structural demolition, site demolition & utility demolition is beyond this project work scope.

1.3 SUBMITTALS

submittals not having a "G" designation are for information only.

Submit the following in accordance with this section.

a. Manifest-Disposal and Transport; G

1.4 DEFINIIONS

a. BUR – Abbreviation for Built-Up Roofing. A multi-ply roofing system capped with asphalt, concrete or aggregate & flood coat. Membrane waterproofing & single ply roofs are also considered BUR.

b. Demolish - To destroy or wreck or disassemble.

c. LM – Abbreviation for Liner Meter.

d. New (Item) - A term used to indicate that an article or component is provided as new work under this contract.

SECTION 02 41 00 Page 2

e. Protect (Item) - A term used to indicate an item that requires protection from other work. The type of protection will be specified.

Remove (Item) - A term used to indicate a specific item to be removed and discarded. Synonym - Demolish.

f. Salvage (Item) - Synonym for Retain/Reuse. A term used to indicate a specific item to be removed and replaced or stored for reuse later.

g. SM – Abbreviation for Square Meter.

1.5 REGULATORY REQUIREMENTS

a. Consult a local code for demolition work & dust control. Consult applicable code for electrical disconnection and re-connection when required.

b. Do not close or obstruct egress width to any building or site exit.

c. Reference SECTION 01 11 00 - SUMMARY OF WORK for utility interruption.

d. Conform to…