FA5205-15-R-0008_Atch._1_Specifications.pdf

SPECIFICATIONS

FOR

QKKA 13-3001P1

IMPROVE MILITARY FAMILY HOUSINGS

WEATHERIZATION, PHASE-1

MISAWA AIR BASE, JAPAN

25 MAR 15

Atch. 1 to RFP No. FA5205-15-R-0008

QKKA 133001P1 IMPROVE MILITARY FAMILY

HOUSING WEATHERIZATION,

PHASE-1

SPECIFICATIONS

FOR

QKK 13-3001 P1 IMPROVE FAMILY HOUSINGS, PHASE-1

SPECIFICATION COVER 1 Page

TABLE OF CONTENT 2 Pages

DIVISION 01

SECTION 000010 LIST OF ACRONYMS 5 Pages SECTION 003110 METRIC MEASUREMENTS 2 Pages SECTION 011100 GENERAL CONTRACTING REQUIREMENT 10 Pages SECTION 011110 SCOPE OF WORK – 1A WEATHERIZATION 7 Pages

SECTION 011120 SCOPE OF WORK – 1B WEATHERIZATION AND HVAC

INSTALLATION

4 Pages

SECTION 011400 WORK RESTRICTIONS 2 Pages SECTION 013300 SUBMITTAL PROCEDURES 19 Pages SECTION 013529 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS 17 Pages SECTION 014200 SOURCES FOR REFERENCE PUBLICATIONS 47 Pages SECTION 014504 CONTRACTOR QUALITY CONTROL 8 Pages SECTION 015720 ENVIRONMENTAL PROTECTION 28 Pages SECTION 016235 RECYCLED / RECOVERED MATERIALS 2 Pages SECTION 017419 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 6 Pages

SECTION 017700 CLOSEOUT PROCEDURES 5 Pages SECTION 017823 OPERATION AND MAINTENANCE DATA 10 Pages

DIVISION 02

SECTION 024100 DEMOLITION 6 Pages

DIVISION 03

SECTION 030130 CONCRETE REHABILITATION 6 Pages

DIVISION 04: NOT USED

DIVISION 05

SECTION 055013 MISCELLANEOUS METAL FABRICATIONS 8 Pages

DIVISION 06: NOT USED

DIVISION 07

SECTION 072200 ROOF AND DECK INSULATION 7 Pages

SECTION 075716 URETHANE SPRAYED ELASTOMERIC ROOF COATINGS

OVERLAY SYSTEM

5 Pages

SECTION 076000 FLASHING AND SHEET METAL 6 Pages SECTION 078400 FIRESTOPPING 5 Pages SECTION 079200 CAULKING AND SEALANTS 1 Page

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DIVISION 08

SECTION 085115 PLASTIC THERMAL-BREAK WINDOWS 3 Pages SECTION 088100 GLAZING 9 Pages SECTION 088713 SUN- CONTROL FILM FOR GLASS 5 Pages

DIVISION 09

SECTION 092900 GYPSUM BOARD 6 Pages SECTION 099000 PAINTING, GENERAL 10 Pages

DIVISION 10 TO 22: NOT USED

DIVISION 23

SECTION 230300 BASIC MECHANICAL MATERIALS AND METHODS 5 Pages SECTION 230515 COMMON PIPING FOR HVAC 23 Pages

SECTION 230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING

AND EQUIPMENT

6 Pages

SECTION 230700 THERMAL INSULATION FOR MECHANICAL SYSTEMS 20 Pages SECTION 230800 COMMISSIONING OF HVAC SYSTEMS 9 Pages SECTION 230923 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC 32 Pages SECTION 230933 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR 7 Pages SECTION 232300 REFRIGERANT PIPING 19 Pages SECTION 238202 UNITARY HEATING AND COOLING EQUIPMENT 19 Pages SECTION 260000 BASIC ELECTRICAL MATERIALS AND METHODS 4 Pages SECTION 260548 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT 3 Pages SECTION 262000 INTERIOR DISTRIBUTION SYSTEM 22 Pages SECTION 265100 INTERIOR LIGHTING 8 Pages

TOTAL OF SPECIFICATION 429 Pages

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SECTION 00 00 10

LIST OF ACRONYMS

PART 1 GENERAL

1.1 REFERENCES

This document provides a listing of acronyms used in this specifications document.

µm Micrometer(s) ºC Degrees Celsius

A2LA American Association for Laboratory Accreditation AB Air Base ABC Aggregate Base Course ABS Acrylonitrile-Butadiene-Styrene ACM(s) Asbestos-containing Material(s) AF Air Force AFOSH Air Force Occupational Safety and Health Standard(s) AHA(s) Activity Hazard Analysis(es) AHAP Asbestos Hazard Abatement Plan AIHA American Industrial Hygiene Association AMRL AASHTO Materials Reference Laboratory APP(s) Accident Prevention Plan(s) asbestos f/cc Asbestos Fiber Concentrations AWG American Wire Gauge

Base Misawa Air Base, Japan bhp Brake Horsepower BICSI Building Industry Consulting Services International BMEP Brake Mean Effective Pressure BMP(s) Best Management Practices

CATV Community Antenna Television CCE Calcium Carbonate Equivalent CGPM General Conference on Weights and Measures CIH Certified Industrial Hygienist cm centimeter(s) cm2 square centimeters CMU Concrete Masonry Unit(s) CO Contracting Officer CO2 Carbon Dioxide COC Chain-of-Custody COR Contracting Officer’s Representative COTR Contracting Officer's TAB Representative CP Competent Person CPG(s) Comprehensive Procurement Guideline(s)

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CPP Containment Prevention Plan CQC Contractor Quality Control CRR Corrosion Resistance Ratio

CSEP Confined Space Entry Plan CSP Certified Safety Professional CWA Constant Wattage Autotransformer

DALT Duct Air Leak Test dBmV decibel millivolts DGA Dissolved Gas Analysis DOT U.S. Department of Transportation DLA Defense Logistics Agency

ELLAP Environmental Lead Laboratory Accreditation Program ELPAT Environmental Lead Proficiency Analytical Testing EMCS Energy Monitoring and Control System EPA U.S. Environmental Protection Agency EPP Environmental Protection Plan EPR Ethylene-Propylene-Rubber FAR Federal Acquisition Regulations f'c Compressive Strength FIFRA Federal Insecticide, Fungicide, and Rodenticide Act FM Factory Mutual f'm Strength FP&P Fall Protection and Prevention g Gram(s) G Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

g/L gram(s) per Liter(s) GCA Graded-crushed Aggregate GFCI Ground-fault Circuit Interrupter GOJ Government of Japan

HEPA High-Efficiency Particulate Air HIC Head Injury Criteria HID High-intensity Discharge HPS High-pressure Sodium HSCOR Heavy Snow Conditions of Readiness HVAC Heating, Ventilating, Air Conditioning

ICC International Code Council IDC Initiating Device Circuits

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IDC Insulation Displacement Connection IH Industrial Hygienist IHT(s) Industrial Hygiene Technician(s) IMPC Installation Pest Management Coordinator I-P Inch-Pounds

JEGS Japan Environmental Governing Standards JMF Job Fix Formula kg Kilogram(s) kg/m3 Kilogram(s) per cubic meter km Kilometer(s) km/h Kilometer(s)/hour kPa Kilopascal(s)

L Liter(s) L/s Liter(s) per second LBP Lead-based Paint LBP/R/CP Lead-based Paint/Removal/Control Plan LED/LCD Light Emitting Diode/Liquid Crystal Diode LEED Leadership in Energy and Environmental Design LL Load Losses m Meter(s) m/s Meter(s) per second m2 Square meter(s) m2/L Square meter(s) per Liter m3 Cubic meters MAP Model Accreditation Plan MCL/PWL Material Containing Lead/Paint with Lead MCOV Maximum Continuous Operating Voltage MDI Methylene Diphenel Isocyanate MEP Master Entry Plan MFH Military Family Housing mm Millimeter(s) mm/s Millimeter(s) per second mm2 Square millimeter(s) MPa Megapascal MSDS Material Safety Data Sheet(s)

NAC Notification Appliance Circuits NBR Nitrile Butadeine Rubber ESHAP National Emission Standards for Hazardous Air Pollutants NEXT Near End Cross Talk NICET National Institute for Certification in Engineering Technologies NLL No-load Losses NLLAP National Lead Laboratory Accreditation Program

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Nm Newton meter(s) NPE Negative Pressure Enclosure NTP Notice To Proceed

O&M Operation(ing) and Maintenance o.c. On center ODS Ozone Depleting Substances OS&Y Outside Screw and Yoke

P&T Pressure and Temperature PAT Proficiency Analytical Testing PCB(s) Polychlorinated Biphenyl(s) PCM Phase Contrast Microscopy PE Professional Engineer PEL(s) Permissible Exposure Limit(s) PLM Polarized Light Microscopy PMG Permanent Magnet Generator PPC Project Pesticide Coordinator PPE Personal Protective Equipment ppm Parts per million

PVC Polyvinyl Chloride PVDC Polyvinylidene Chloride

QA Quality Assurance QAP Quality Assurance Plan QC Quality Control

R Thermal Resistance REP Rescue and Evacuation Plan RF Radio Frequency RLC(s) Residential Load Center(s) RMS Root Mean Square RSO Radiation Safety Officer

S/mm Structures per square millimeters SBR Styrene Butadeine Rubber SD Submittal Description SHP Safety and Health Program SI International System of Units Site Construction, Job, Project, or Work Site SLC Signal Line Circuits SOFA Status of Forces Agreement SPDT Single-pole Double-throw SSHO Site Safety and Health Officer

TAB Testing, Adjusting, and Balancing TDI Toluene Diphenel Isocyanate

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TEM Transmission Electron Microscopy THD Total Harmonic Distortion TNR Tensile Strength Ratio TSI Thermal System Insulation TV Television TWA Time Weighted Average

UL Underwriter's Laboratories USACE U.S. Army Corps of Engineers USGBC U.S. Green Building Council UV Ultraviolet

V Volt(s) Vac Volts a.c.

VECP Value Engineering Change Proposal VOC(s) Volatile Organic Compound(s)

W Watt(s) WMP Waste Management Plan WPS Welding Procedure Specifications XLP Cross-linked-thermosetting XRF X-ray Fluorescence

-- End of Section --

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SECTION 00 31 10

METRIC MEASUREMENTS

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 621 (1994; R 1999e1) Use of Metric (SI) Units in Building Design and

Construction (Committee E-6 Supplement to E380)

ASTM SI 10 (2002) American National Standard for Use of the International

System of Units (SI): The Modern Metric System

1.2 GENERAL

This project includes metric units of measurements. The metric units used are the International System of Units (SI) developed and maintained by the General Conference on Weights and Measures (CGPM); the name International System of Units and the international abbreviation SI were adopted by the 11th CGPM in 1960. A number of circumstances require that both metric SI units and English inch-pound (I-P) units be included in a section of the specifications. When both metric and I-P measurements are included, the section may contain measurements for products that are manufactured to I-P dimensions and then expressed in mathematically converted metric value (soft metric) or, it may contain measurements for products that are manufactured to an industry-recognized rounded metric (hard metric) dimensions but are allowed to be substituted by I-P products to comply with the law. Dual measurements are also included to indicate industry and/or Government standards, test values or other controlling factors, such as the code requirements where I-P values are needed for clarity or to trace back to the referenced standards, test values, or codes.

1.3 USE OF MEASUREMENTS IN SPECIFICATIONS

Measurements in specifications shall be either in SI or I-P units as indicated, except for soft metric measurements or as otherwise authorized. When only SI or I-P measurements are specified for a product, the product shall be procured in the specified units (SI or I-P) unless otherwise authorized by the CO. The Contractor shall be responsible for all associated labor and materials when authorized to substitute one system of units for another and for the final assembly and performance of the specified work and/or products.

1.3.1 Hard Metric

A hard metric measurement is indicated by an SI value with no expressed correlation to an I-P value. Hard metric measurements are often used for field data such as distance from one point to another or distance above the floor. Products are considered to be hard metric when they are manufactured to metric dimensions or have an industry recognized metric designation.

1.3.2 Soft Metric

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a. A soft metric measurement is indicated by an SI value which is a mathematical conversion of the I-P value shown in parentheses (e.g., 38.1 mm (1-1/2 inches)). Soft metric measurements are used for measurements pertaining to products, test values, and other situations where the I-P units are the standard for manufacture, verification, or other controlling factor. The I-P value shall govern while the metric measurement is provided for information.

b. A soft metric measurement is also indicated for products that are manufactured in industry-designated metric dimensions but are required by law to allow substitute I-P products. These measurements are indicated by a manufacturing hard metric product dimension followed by the substitute I-P equivalent value in parentheses (e.g., 190 x 190 x 390 mm (7-5/8 x 7-5/8 x 15-5/8 inches)).

1.3.3 Neutral

A neutral measurement is indicated by an identifier which has no expressed relation to either an SI or an I-P value (e.g., American Wire Gage (AWG) which indicates thickness but in itself is neither SI nor I-P).

1.4 COORDINATION

Discrepancies, such as mismatches or product unavailability, arising from use of both metric and non-metric measurements and discrepancies between the measurements in the specifications and the measurements in the drawings shall be brought to the attention of the CO for resolution.

1.5 RELATIONSHIP TO SUBMITTALS

Submittals for Government approval or for information only shall cover the SI or I-P products actually being furnished for the project. The Contractor shall submit the required drawings and calculations in the same units used in the contract documents describing the product or requirement unless otherwise instructed or approved.

The Contractor shall use ASTM SI 10 and ASTM E 621 as the basis for establishing metric measurements required to be used in submittals.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

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SECTION 01 11 00

GENERAL CONTRACT REQUIREMENTS

PART 1 SUMMARY OF WORK

1.1 DESCRIPTION OF WORK

The contractor shall provide all labor, tools, equipment, supplies, and materials to perform all operation necessary for QKKA 133001P1, Improve Military Family Housing Weatherization Phase I in Misawa AB, Japan. This project is separated into 2 parts, 1A Weatherization and 1B Weatherization and HVAC installation. The scope and its assigned buildings are provided in Section 01 11 10 and 01 11 20.

1.1.1 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.1.2 HAZARDOUS MATERIALS

In Not Renovated (NR) buildings, assume that Asbestos Containing Materials, ACMs, are present in the interior building materials including the gypsum board and associated joint compound and exterior surfaces including the textured wall coating stucco material and other materials that may be encountered where the work will be performed. Take ACM samples from exterior wall and interior gypsum wallboard of representative type buildings (25% of each type P1 and NR buildings). It will be the Contractor's sole responsibility to properly remove and dispose of all ACM that will or may be disturbed during the work using appropriate engineering controls in strict compliance with all related EPA, OSHA, JEGS, GOJ and any other regulations as applicable, where necessary for proper and complete execution of all the improvements indicated in the documents, including repairs to all exterior and interior finishes, surfaces and materials to match adjacent materials, surfaces and finishes. Prior to any work commencing, the Contractor shall submit a detailed and comprehensive Environmental Work and Execution Plan, detailing the engineering controls, air monitoring and other safety measures that shall be used to protect both the workers and building occupants from exposure to asbestos fibers, and the ACM disposal procedures for review, comment and Government approval.

1.2 GENERAL NOTE

1.2.1 The Contractor shall field verify all conditions and dimensions during their detailed inspection in accordance with the requirement.

1.2.2 The Contractor shall coordinate with the CO or COR about the sequence of work in the designated area if applicable.

1.2.3 Substitution

Japanese Product Substitution Procedures

A. The Contracting Officer will consider the Contractor's request for substitution of Japanese Products for the specified product when all of the following conditions are satisfied. If all of the following conditions are not satisfied, the Contracting

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Officer may return requests without action, except to record non-compliance with these requirements. The Contracting Officer may reject any product substitution at his sole discretion.

1. Provide English language written evidence that the proposed substitution product:

a. will not require revisions to the Contract Documents or increase the cost of any other portion of the Work,

b. is consistent with all other aspects of the Contract Documents,

c. will produce the indicated results as required by the Contract Documents,

d. it is compatible with all other portions of the Work.

2. Provide an English language detailed comparison of significant qualities of proposed product with those specified. Significant qualities shall include, but not be limited to, attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated.

3. Submit all documentation in English, required to prove that Japanese Industrial Standard (JIS) or any other

Japanese Standard is equivalent to or more stringent than the U.S. Standard specified.

4. Evidence in English that the proposed product meets the specified warranty

1.2.4 Reference Publications

Contractor shall refer the latest version of the designated or relative publications in these contract specifications.

1.3 PROJECT ENGINEER QUALIFICATIONS

The Contractor shall appoint a skilled Licensed Construction Engineer or Architectural Engineer in accordance with paragraphs 1 and 2 of Article 4, Contract Handling Regulations of the Prime Minister's Office of the Government of Japan, as the Project Engineer for this contract. A First Grade Construction Engineer or Architectural Engineer is required.

In addition, key personnel for the contractor's construction management team are required to possess the following specific qualifications as a minimum:

A. Project Manager must possess any one of the listed licenses: First class architect (1-kyu Kenchiku-shi); First class architect project management (1-kyu Kenchiku Seko Kanri Gishi); First class civil engineer (1-kyu Doboku Seko Kanri Gishi); Type one electrician (Daiisshu Denkikoujishi); First class electrical project management (1-kyu Denkikouji Seko Kanri Gishi); First class mechanical project management (1-kyu Kankouji Seko Kanri Gishi).

B. CQC Manager must possess any one of the listed licenses: First class architect (1-kyu Kenchiku-shi); First class architect project management (1-kyu Kenchiku Seko Kanri Gishi); First class civil engineer (1-kyu Doboku Seko Kanri Gishi); Type one electrician (Daiisshu Denkikoujishi); First class electrical project management (1-kyu Denkikouji Seko Kanri Gishi); First class mechanical project management (1-kyu Kankouji Seko Kanri Gishi).

C. Architect Engineer must possess any one of the listed licenses: First class architect (1-kyu

Kenchiku-shi); First class architect project management (1-kyu Kenchiku Seko Kanri Gishi).

D. Civil Engineer must possess: First class civil engineer project management (1-kyu

Doboku Seko Kanri Gishi) license.

E. Electrical Engineer must possess any one of the listed licenses: Type one electrician (Daiisshu

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Denkikoujishi); First class electrical project management (1-kyu Denkikouji Seko Kanri Gishi).

F. Mechanical Engineer must possess: First class mechanical project management (1-kyu

Kankouji Seko Kanri Gishi).

1.4 INTERPRETER

The Contractor shall have an English-speaking representative on the job site (Site) at all times during the performance of work under this contract. Failure to provide such representative could result in the Contractor's work being stopped (at his/her expense) until such time as one is provided.

1.5 WORKMANSHIP

a. Materials shall be installed in accordance with the approved recommendations of the manufacturer.

The installation shall be accomplished by workmen skilled in this type of work.

b. Sufficient precautions shall be taken during the construction to protect all personnel from injury and to prevent damage of the Government-owned materials and equipment. The Contractor shall replace damaged Government properties caused by this project with new materials or equipment without additional cost to the Government. The work shall proceed in such a manner as to minimize the spread of dust and flying particles.

c. Demolition and Salvage: Materials to be removed shall be removed carefully so as not to damage material which is to remain or material which is deemed salvageable material. Sufficient safety precautions shall be taken to protect all personnel from injury. All items to be removed shall be disposed of off base by the Contractor in an approved dumping area in accordance with local laws and regulations. Contractor shall restore all damaged surfaces and openings as a result of work under this contract to match new and/or existing adjacent surfaces unless otherwise specified or shown.

1.6 CLEANUP OF AREA

All Contractor-generated debris and rubbish shall be collected daily in a container that can be covered at the end of the day once the container is filled with trash.

1.7 DEBRIS AND RUBBISH CONTROL

For removal and transport of debris and rubbish, use only roadway(s) and/or street(s) designated by the COR.

Remove and transport debris and rubbish in a manner so as to prevent spillage on streets or adjacent area(s).

ontractor shall be responsible for cleanup for any spills on roadways, streets, and other areas. Burning of debris and rubbish on Government installations is prohibited. Concrete, masonry, and other materials, other than concrete permitted to remain in place, shall be disposed of outside the limits of Government-controlled land by the Contractor.

1.8 DISPOSITION OF EXCESS CONTRACTOR-FURNISHED MATERIALS

The disposition of excess Contractor-furnished materials that has been exempt from Japanese Customs duties and taxes pursuant to Status of Forces Agreement (SOFA) shall be the Contractor's responsibility. If the Government and Contractor agree that the Contractor is to retain such excess materials, they shall be reported to the Prefectural Government Customs office authorities for payment of applicable duties and tax fees.

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1.9 TRAFFIC CONTROL

Whenever construction activities will interfere with vehicular traffic, the Contractor shall always provide an open lane for vehicular traffic. The Contractor shall provide a flag man when a two-way lane is reduced to one lane traffic.

The Contractor shall provide, erect, and maintain adequate barriers, warning signs, rubber cones, lights, traffic control guards for night warning signals, and any other essential safety devices for the protection of the general public at all closures, excavations, detours, and points of danger at all times. If the Contractor fails to provide required traffic and safety measure and they have to be provided by the Government, the contractor shall be held liable for all incurred cost. Such cost shall be deducted from the contract.

1.10 RESTORATION OF STORAGE AREA

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

1.10.1 Privacy Fences and Obstructions

Privacy fences, obstructions and existing facilities and improvements encountered during construction shall be removed, relocated, reconstructed, or worked around, regardless of whether or not their existence or location is shown or noted on the plans. The Contracting Officer or his representative shall be notified when these conditions are encountered and before anything is disturbed.

1.10.2 Parking

If contractor occupies or removes parking spaces during the course of this work, he is responsible for providing and maintaining the original number of parking spaces in close proximity to the housing unit, to include signs reserving living unit parking spaces.

PART 2 SPECIAL CONTRACT REQUIREMENTS

If a paragraph is preceded by a check block *¨, the paragraph is made applicable only when the block is checked by "x".

2.1 LIMITATION IN THE EXTERIOR WORK DURING SUMMER/WINTER PERIOD

2.1.1 During Winter Period

The contractor may perform work year round only if there is no cost escalation due to environmental factors/conditions. Work must be performed in compliance with applicable sections of the specifications, or manufacturer instructions, under strict temperature control providing curing and/or heating appliance as necessary.

2.1.2 During Hot Summer Period (Housing area only)

The period from 1 Aug through 20 Aug is defined as the Hot Summer period. Any exterior work such as assembling/disassembling of scaffolding, paint etc., shall not be recommended to perform during the hot summer

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period unless otherwise approved by the Contracting Officer. However, depending upon the assigned performance period, the exterior works for Housing area(s) are to be approved if the adequate ventilation treatment will be provided, such as providing net type screen instead of mesh screen attached to the scaffolding, and the painting work will be separated to front and rear not to perform the work in the same period to keep the room(s) air change by the window(s).

2.2 AVAILABILITY OF WORK SITE AND WORKING HOURS

a. The contractor shall provide notice to the Contracting Officer at least fourteen (14) days prior to commencement of work in order for the using activity to vacate the work site. The work site will be made available to the contractor as follows:

* (1) Five days a week, Monday through Friday, except U.S. legal holidays.

* (2) Six days a week, Monday through Saturday, except U.S. legal holidays.

* (3) Working Hours: 0730 hours to 1630 hours.

* (4) Working Hours: 0800 hours to 1800 hours.

The above working days and hours may be extended by the contracting officer upon the contractor's request, with the stipulation that work requiring inspection by the Government or work unable to be inspected by the Government on the following day shall not be performed during the extended time.

b. U.S. legal holidays. If a U.S. holiday falls on Saturday, the preceding Friday will be observed as a U.S.

holiday; and if a U.S. holiday falls on Sunday, the following Monday will be observed as a U.S. holiday.

Holiday Date

New Year's Day 1st January Birthday of Martin Luther King Jr. 3rd Monday of January Presidents Day 3rd Monday of February Memorial Day Last Monday of May Independence Day 4th July Labor Day 1st Monday of September Columbus Day 2nd Monday of October Veteran's Day 11th November Thanksgiving Day 4th Thursday of November Christmas Day 25th December

2.3 REQUEST FOR CONTRACTOR'S EMPLOYEE PASSES AND VEHICLE PASSES

a. Prior to the start of on-site work the Contractor shall submit applications for base passes (listed below) to the contracting officer for all employees, including subcontractor's employees and vehicles requiring access to Misawa Air Base.

(1) 5 AF Form 99, Application for Base Pass, for employees.

(2) 35 FW Form 54, Application for Vehicle Registration, for vehicles.

b. Upon completion of this contract, the contractor shall return all employee and vehicle passes to the Visitor Control Section (35 SFS/S-5/VC), Bldg. 301, and obtain a certification of Receipt. Final Payment will be withheld until the Contractor has returned all such passes.

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2.4 AS BUILT DRAWINGS

The contractor shall provide reproducible as-built drawings and Auto CAD file (DWG format) for each building upon completion of on-site construction work (by updating the original project drawings provided by the Base Civil Engineer).

As-Built Drawings shall be submitted under the following criteria:

Final drawings shall incorporate contract changes, plan deviations, and will be clearly identifiable. Lines, letters, and details will be sharp, clear, and legible. Additions or corrections to the drawings will be drawn to the scale of the original drawing. Attached photos to show the existing conditions are deleted or cross lined to define they are repainted.

In order to minimize the time for final payment at the completion of the project, the Contractor shall update the Record Drawings every month with the Contracting Officer's authorized representative.

The Contractor shall provide the Contracting Officer with one complete set of tracings on Mylar of the full size contract drawing, one complete full size reproduction, and one complete set of AutoCAD system drawings.

2.4.1 Color Palette

Use the Government providing color palette for CAD.

2.4.2 DWG files

Converted DWG files from the any CAD system which the contractor uses must show the final print images on the monitor. The policy of the individual CAD system using sole line weight is not acceptable.

2.5 WORK CLEARANCE PERMIT (AF FORM 103)

Coordination with the Contracting Officer's Representative (COR) is required 21 days in advance for the issuance of work-clearance permit. This includes requests for the establishment of a field office or erection of portable toilet facilities prior to commencement of work.

2.6 AVAILABILITY OF UTILITY SERVICES

Water and Electricity are available for contractor's use without charge if exterior has the water and electricity outlets. User approval is required for the utility service with AF Form 103.

2.7 AVAILABILITY OF SANITARY FACILITIES

Toilet facilities are: * available * not available for contractor's use. Contractor shall provide temporary toilets.

2.8 PAINT

In addition to proper ventilation of the work area during sanding and painting operations, all electrical receptacles will be taped over to reduce explosion hazards.

2.9 SAFETY REQUIREMENTS

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The contractor's work shall conform to the requirements of Safety and Health Requirements Manual EM 385-1-1 unless otherwise indicated in this section.

2.10 SPECIAL SAFETY PRECAUTION

2.10.1 All personnel working at a height of 6 feet or above will be protected from potential falls by the use of safety belts and guardrails. No materials/tools will be thrown from high places to the ground. The public shall be adequately protected from the contractor's work by temporary barricades or fences.

2.10.2 All employees required to enter into confined or enclosed spaces shall be instructed as to the nature of the hazards involved, the necessary precautions to be taken, and in the use of protective and emergency equipment required. The employer shall comply with any specific regulations that apply to work in dangerous or potentially dangerous areas.

2.11 BASE FIRE AND SAFETY REGULATIONS

The contractor shall comply with all pertinent requirements of 35 FWI 32-2001, Fire Prevention and Protection.

Subsequent compliance by subcontractors will be the responsibility of the prime contractor.

2.12 SUSPENSION OF UTILITIES

No suspension on water supply operation.

2.13 DISPOSAL OF MATERIAL

Except as specified elsewhere in the contract or these specifications, all residue and scrap generated by the contractor during the performance of this contract shall be disposed of outside the confines of Misawa Air Base unless otherwise directed by the Contracting Officer.

2.14 OPEN FLAME AND WELDING

The contractor shall submit a request for open flame work permits to the Base Fire Department for approval. The contractor shall describe the work to be performed to the Fire Department representative at the work site. The Base Fire Department and Representative of the Contracting Officer shall be notified during hours of 0800 through 0900, Monday through Friday, prior to commencement of open flame work. Open flame work will not begin without approval of the Contracting Officer's Representative and an approved AF Form 592, (open flame and welding permit) or until the Fire Department arrives at work site if required.

2.15 BARRICADES/WARNING LIGHTS (Applicable if excavation work is included in the contract)

All excavation shall be provided with barricades and warning lights:

a. Barricades shall be at least 36 inches high and will normally be striped with yellow on black. Barricades used at night must be reflective.

b. Sufficient yellow flashers or electric lamps shall be used at night to mark excavations and areas closed to traffic.

2.16 TYPHOON AND STORM PREPARATIONS

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In order to minimize damage to public property 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 phone numbers and addresses where at least three (3) officials of the company may be reached and notified in the event that an immediate typhoon alert is declared.

a. Typhoon Condition 3

When CONDITION THREE (Destructive winds possible within 48 hours) is declared, the contractor shall:

(1) 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.

(2) 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 that might cause injury or damage.

(3) Inspect all excavation and trenching work in process, 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.

b. Typhoon Condition 2

When CONDITION TWO (Destructive Winds anticipated within 24 hours), is declared, the work required at remote areas such as offshore facilities or high elevations will cease immediately and the workers will be evacuated to a safe area. During condition two, the contractor will continue the actions described in paragraph a.

above and the Contracting Officer’s representative will inspect the construction site for storm preparation. The contractor shall request an inspection by calling the Contracting Officer's representative.

c. 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.

(1) All electrical circuits and equipment including temporary power lines are cut off and secured against unauthorized use.

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

(3) No igniting source is present.

(4) 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 a. above, and also follow the procedures described herein.

d. High Wind Warnings

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PHASE-1

When wind gusts of 30 knots per hour or greater are forecast, the contractor will be required to perform general area cleanup in accordance with (a) (1) and (a) (2) above; i.e., to bundle and securely tie or securely cover and weight small wooden items, to remove and secure light weight barricades and to remove loose material from roofs and other high unprotected areas.

e. Investigation of Typhoon Damages: 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 Contracting Officer's Representative as soon as practicable.

2.17 MATERIAL APPROVAL SUBMITTAL

The material approval submittals listed on Submittal Register form shall be submitted to the Contracting Officer for approval in accordance with the Contract Clause of this contract and instructions indicated in AF Form 3000 within 30 calendar days after the date of award of the contract or within the period required in the Notice to Proceed (NTP), but before starting installation of any material. Items listed are principal materials only. The list does not in any way limit the responsibility of the contractor from submitting any materials specified in the technical Provision of this contract when called for by the Contracting Officer.

2.18 TEMPORARY TELEPHONE

The contractor may have a telephone installed in his field office for his use in connection with this project subject to approval of the Contracting Officer or his designated representative. All expenses related to the installation and use of such telephone will be borne by the contractor.

2.19 FINAL/BOD INSPECTION

Final/BOD inspection will be conducted Monday through Friday only, between the hours of 0800 and 1600. The United States Government will perform the inspection within 48 hours after notification by the contractor.

Final/BOD inspections falling on an U.S. legal holiday or weekend will be postponed to the following workday.

Extensions due to U.S. legal holidays will not be considered as part of the performance period.

2.20 TEMPORARY WORK SITE FENCE

Temporary project fencing (or a substitute) shall be provided on all projects located in areas of active use by members of the public. Consideration will also be given to those areas proximate to family housing areas and/or school facilities.

Fencing shall extend from grade to a minimum of 1.2 m above grade and shall have a maximum mesh size of 50

mm. Fencing shall remain rigid/taut with a minimum of 0.9 kN of force exerted on it from any direction with less than 100 mm of deflection.

2.21 CONSTRUCTION SIGN

The sign shall be provided and posted by the contractor. Colors shall comply with the Base standard. The posted location shall be coordinated with the technical inspector.

Changes: Air Force DÉCOR shall be Silver. Change office symbol from 35 CES/CECC to 35 CES/CENM.

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PHASE-1

--END OF SECTION 01 10 00--

Page (10) of (10)

SECTION 01 11 10

SCOPE OF WORK – 1A

WEATHERIZATION

1.1 DESCRIPTION OF WORK:

Phase 1A Weatherization:

The Scope of Work will cover the general upgrade and renovation to the individual housing windows/patio doors and roof assemblies.

The work will require related demolition and installation of upgraded roof insulation and membrane assemblies, new thermal-break plastic window assemblies, and application of solar-film to a limited number of existing window and sliding patio door openings.

The detailed scope of work is dependent on type of unit, not the previously accomplished renovation effort (NR – Not Renovated, P1 – PAIP Phase 1, P2 – PAIP Phase 2, P3 – PAIP Phase 3).

1) 3BR, and 4BR of low profile town housings: Remove existing inner sash panels where the existing window is double sliding sash. Provide thermal-break plastic window assembly with its frame, and accessories to windows only. For the rest of patio sliding door (large size window is included), sun control window film shall be provided.

2) 2BR of low profile town housings: Remove existing inner sash panel of bedroom only where the existing window is double sliding sashes. Provide thermal-break plastic window assembly with its frame, and accessories to those windows only. For the rest of kitchen area windows and patio sliding doors, sun control window film shall be provided.

3) Towers: To all windows and patio doors, sun control window film shall be provided.

The Overall Unit breakdown is as follows:

" Total Number of Units: 1,012 Units " Total Number of Buildings: 185 Buildings (4 Plex Bldg)

+4 Buildings (Tower Units)

TYPE CLASS BR LOCATION UNIT

WORK

INCLUDE BLDG-QTY

TOTAL

UNITS

MAIN NORTH

WIND

OW ROOF

8N FGO 3 BR 3 0 4 PLEX X - 03 Buildings 12 Units 12J FGO 3 BR 11 0 4 PLEX X - 11 Buildings 44 Units

12JF FGO 3 BR 5 0 4 PLEX X* - 05 Buildings 20 Units

FGO-3B

TOTAL

TOTAL 19

BLDGS 76 UNITS

4 CGO 3 BR 0 2- 4 PLEX X - 02 Buildings 08 Units

01 11 10 Page (1) of (7)

PHASE-1

14N CGO 3 BR 3 0- 4 PLEX X - 03 Buildings 12 Units

CGO-3B

TOTAL

TOTAL 5

BLDGS 20 UNITS

5 CGO 2 BR 0 3 4 PLEX X - 03 Buildings 12 Units

CGO-2B

TOTAL

TOTAL 3

BLDGS 12 UNITS

7 SNCO 4 BR 8 3 4 PLEX X 11 Buildings 44 Units 7R SNCO 4 BR 1 0 4 PLEX X X 01 Buildings 4 Units 7A SNCO 4 BR 1 0 4 PLEX X 01 Buildings 4 Units 16N SNCO 4 BR 2 0 4 PLEX X 02 Buildings 8 Units

SNCO-4B

TOTAL

TOTAL 15

BLDGS 60 UNITS

4 SNCO 3 BR 9 1 4 PLEX X - 10 Buildings 40 Units 9N SNCO 3 BR 8 0 4 PLEX X - 08 Buildings 32 Units 12J SNCO 3 BR 7 0 4 PLEX X - 07 Buildings 28 Units

SNCO-3B

TOTAL

TOTAL 25

BLDGS 100 UNITS

6 JNCO 4 BR 13 9 4 PLEX X - 22 Buildings 88 Units 6A JNCO 4 BR 1 0 4 PLEX X - 01 Building 4 Units 6R JNCO 4 BR 8 0 4 PLEX X X 08 Buildings 32 Units

JNCO-4B

TOTAL

TOTAL 31

BLDGS 124 UNITS

4 JNCO 3 BR 0 2 4 PLEX X 02 Buildings 8 Units 4R JNCO 3 BR 8 0 4 PLEX X X 08 Buildings 32 Units 4N JNCO 3 BR 6 0 4 PLEX X 06 Buildings 24 Units 10 JNCO 3 BR 3 0 TOWER X** 03 Buildings 204 Units 12J JNCO 3 BR 31 0 4 PLEX X 31 Buildings 124 Units

JNCO-3B

TOTAL

TOTAL 50

BLDGS 392 UNITS

5 JNCO 2 BR 0 33 4 PLEX X - 33 Buildings 132 Units 5N JNCO 2 BR 3 0 4 PLEX X 03 Buildings 12 Units 11 JNCO 2 BR 0 1 TOWER X** 01 Buildings 68 Units

15N JNCO 2 BR 4 0 4 PLEX X 04 Buildings 16 Units

JNCO-2B

TOTAL

TOTAL 41

BLDGS 228 UNITS

(*) : Existing window is insulated glass unit (IGU) to provide window film only.

(**) : Window film shall be installed to the inner face of outer sash of double sash.

1. 80 UNITS IN 20 - 4 PLEX BLDG CONSISTING OF 2 STORY, 3 BR - FGO (3 BR)

# BLDG# STREET NAME BLDG

TYPE

WORK INCLUDE FORMER

RENOVATION WINDOW ROOF

1 223 SEQUOIA DRIVE 12J X N.I.C NR

2 225 SEQUOIA DRIVE 12J X N.I.C NR

3 226 SEQUOIA DRIVE 12J X N.I.C NR

4 235 ACADIA COURT 12J X N.I.C NR

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PHASE-1

5 237 ACADIA COURT 12J X N.I.C NR

6 239 ACADIA COURT 12J X N.I.C NR

7 241 BLUE RIDGE DRIVE 12JF X* N.I.C NR

8 243 BLUE RIDGE DRIVE 12JF X* N.I.C NR

9 245 BLUE RIDGE DRIVE 12JF X* N.I.C NR

10 247 BLUE RIDGE DRIVE 12JF X* N.I.C NR

11 249 BLUE RIDGE DRIVE 12JF X* N.I.C NR

12 251 BLUE RIDGE DRIVE 12J X N.I.C NR

13 252 BLUE RIDGE DRIVE 12J X N.I.C NR

14 253 BLUE RIDGE DRIVE 12J X N.I.C NR

15 255 BLUE RIDGE DRIVE 12J X N.I.C NR

16 257 BLUE RIDGE DRIVE 12J X N.I.C NR

17 360 SEQUOIA DRIVE 8N X N.I.C NR

18 361 SEQUOIA DRIVE 8N X N.I.C NR

19 365 SEQUOIA DRIVE 8N X N.I.C NR

(*) : Existing window is insulated glass unit (IGU) to provide window film only.

2 20 UNITS IN 5 - 4 PLEX BLDG CONSISTING OF 2 STORY, 3 BR - CGO (3 BR)

TYPE

WORK INCLUDE FORMER

RENOVATION WINDOW ROOF

1 371 RUSHMORE COURT 14N X N.I.C NR

2 374 RUSHMORE COURT 14N X N.I.C NR

3 376 RUSHMORE COURT 14N X N.I.C NR

4 1818 THUNDERBOLT COURT 4 X N.I.C P3

5 1821 THUNDERBOLT COURT 4 X N.I.C P3

3 12 UNITS IN 3- 4 PLEX BLDG CONSISTING OF 2 STORY, 2 BR - CGO (2 BR)

WORK INCLUDE FORMER

RENOVATION WINDOW ROOF

1 1817 THUNDERBOLT COURT 5 X N.I.C P3

2 1819 THUNDERBOLT COURT 5 X N.I.C P3

3 1820 THUNDERBOLT COURT 5 X N.I.C P3

4 60 UNITS IN 15 - 4 PLEX BLDG CONSISTING OF 2 STORY, 4 BR - SNCO (4 BR)

WORK INCLUDE FORMER

RENOVATION WINDOW ROOF

1 162 YOSEMITE DRIVE 16N X N.I.C NR

2 191 YELLOWSTONE DRIVE 7R X X P1

3 193 YELLOWSTONE DRIVE 7 X N.I.C P2

4 194 YELLOWSTONE DRIVE 7 X N.I.C P2

5 195 YELLOWSTONE DRIVE 7 X N.I.C P2

6 196 YELLOWSTONE DRIVE 7 X N.I.C P2

7 197 YELLOWSTONE DRIVE 7A X N.I.C P2

8 400 SEQUOIA DRIVE 7 X N.I.C P1

9 403 SEQUOIA DRIVE 7 X N.I.C P1

Page (3) of (7)

PHASE-1

10 701 YOSEMITE DRIVE 16N X N.I.C NR

11 717 CAPE COD DRIVE 7 X N.I.C P3

12 719 YELLOWSTONE DRIVE 7 X N.I.C P3

13 1899 MUSTANG COURT 7 X N.I.C P3

14 1900 MUSTANG COURT 7 X N.I.C P3

15 1901 MUSTANG COURT 7 X N.I.C P3

5 100 UNITS IN 25 - 4 PLEX BLDG CONSISTING OF 2 STORY, 3 BR - SNCO (3 BR)

WORK INCLUDE FORMER

RENOVATION WINDOW ROOF

1 166 YOSEMITE DRIVE 12J X N.I.C NR

2 168 YOSEMITE DRIVE 12J X N.I.C NR

3 169 YOSEMITE DRIVE 12J X N.I.C NR

4 201 SEQUOIA DRIVE 9N X N.I.C NR

5 203 SEQUOIA DRIVE 9N X N.I.C NR

6 205 SEQUOIA DRIVE 9N X N.I.C NR

7 345 SEQUOIA DRIVE 9N X N.I.C NR

8 346 SEQUOIA DRIVE 9N X N.I.C NR

9 347 SEQUOIA DRIVE 9N X N.I.C NR

10 348 SEQUOIA DRIVE 9N X N.I.C NR

11 349 SEQUOIA DRIVE 9N X N.I.C NR

12 707 CAPE COD DRIVE 4 X N.I.C P3

13 708 CAPE COD DRIVE 4 X N.I.C P3

14 709 CAPE COD DRIVE 4 X N.I.C P3

15 710 CAPE COD DRIVE 4 X N.I.C P3

16 711 CAPE COD DRIVE 4 X N.I.C P3

17 713 CAPE COD DRIVE 4 X N.I.C P3

18 714 CAPE COD DRIVE 4 X N.I.C P3

19 720 CAPE COD DRIVE 4 X N.I.C P3

20 721 CAPE COD DRIVE 4 X N.I.C P3

21 863 ZELKOVA LANE 12J X N.I.C NR

22 864 ZELKOVA LANE 12J X N.I.C NR

23 865 ZELKOVA LANE 12J X N.I.C NR

24 866 ZELKOVA LANE 12J X N.I.C NR

25 1898 MUSTANG COURT 4 X N.I.C P3

6 124 UNITS IN 31 - 4 PLEX BLDG CONSISTING OF 2 STORY, 4 BR - JNCO (4 BR)

TYPE

WORK INCLUDE FORMER

RENOVATION WINDOW ROOF

1 187 CAPE CANAVERAL DRIVE 6R X X P1

2 188 CAPE CANAVERAL DRIVE 6R X X P1

3 189 YELLOWSTONE DRIVE 6R X X P1

4 190 YELLOWSTONE DRIVE 6R X X P1

5 192 CAPE CANAVERAL DRIVE 6R X X P1

6 198 YOSEMITE E DRIVE 6 X N.I.C P1

7 329 YELLOWSTONE DRIVE 6R X X P1

Page (4) of (7)

PHASE-1

8 331 YELLOWSTONE DRIVE 6R X X P1

9 335 YELLOWSTONE DRIVE 6R X X P1

10 336 YELLOWSTONE DRIVE 6 X N.I.C P1

11 338 YELLOWSTONE DRIVE 6 X N.I.C P1

12 339 YELLOWSTONE DRIVE 6 X N.I.C P1

13 340 YELLOWSTONE DRIVE 6 X N.I.C P1

14 341 YELLOWSTONE DRIVE 6 X N.I.C P1

15 350 YELLOWSTONE DRIVE 6 X N.I.C P1

16 351 YELLOWSTONE DRIVE 6 X N.I.C P1

17 352 YELLOWSTONE DRIVE 6 X N.I.C P1

18 353 YELLOWSTONE DRIVE 6 X N.I.C P1

19 354 YELLOWSTONE DRIVE 6 X N.I.C P1

20 355 YELLOWSTONE DRIVE 6 X N.I.C P1

21 356 YELLOWSTONE DRIVE 6 X N.I.C P1

22 357 YELLOWSTONE DRIVE 6A X N.I.C P1

23 1861 DELTA DAGGER COURT 6 X N.I.C P3

24 1865 DELTA DAGGER COURT 6 X N.I.C P3

25 1878 STARFIGHTER COURT 6 X N.I.C P3

26 1926 THUNDERJET COURT 6 X N.I.C P2

27 1927 THUNDERJET COURT 6 X N.I.C P2

28 1929 THUNDERJET COURT 6 X N.I.C P2

29 1930 THUNDERJET COURT 6 X N.I.C P2

30 1931 THUNDERJET COURT 6 X N.I.C P2

31 1932 THUNDERJET COURT 6 X N.I.C P2

7 188 UNITS IN 47 - 4 PLEX BLDG CONSISTING OF 2 STORY, 3 BR - JNCO (3 BR)

WORK INCLUDE FORMER

RENOVATION WINDOW ROOF

1 109 CUMBERLAND COURT 12J X N.I.C NR

2 111 CUMBERLAND COURT 12J X N.I.C NR

3 113 CUMBERLAND COURT 12J X N.I.C NR

4 114 CASCADE COURT 12J X N.I.C NR

5 120 CASCADE COURT 12J X N.I.C NR

6 121 CASCADE COURT 12J X N.I.C NR

7 122 CASCADE COURT 12J X N.I.C NR

8 131 DEMOCRACY DRIVE 12J X N.I.C NR

9 133 DEMOCRACY DRIVE 12J X N.I.C NR

10 135 DEMOCRACY DRIVE 12J X N.I.C NR

11 137 DEMOCRACY DRIVE 12J X N.I.C NR

12 139 DEMOCRACY DRIVE 12J X N.I.C NR

13 150 DENALI DRIVE 12J X N.I.C NR

14 153 DENALI DRIVE 12J X N.I.C NR

15 155 DENALI DRIVE 12J X N.I.C NR

16 156 DENALI DRIVE 12J X N.I.C NR

17 157 DENALI DRIVE 12J X N.I.C NR

18 176 YELLOWSTONE DRIVE 4R X X P1

19 177 YELLOWSTONE DRIVE 4R X X P1

Page (5) of (7)

PHASE-1

20 178 YELLOWSTONE DRIVE 4R X X P1

21 179 YELLOWSTONE DRIVE 4R X X P1

22 184 YELLOWSTONE DRIVE 4R X X P1

23 186 YELLOWSTONE DRIVE 4R X X P1

24 211 SHENANDOAH DRIVE 4N X N.I.C NR

25 213 SHENANDOAH DRIVE 4N X N.I.C NR

26 219 SHENANDOAH DRIVE 4N X N.I.C NR

27 259 YELLOWSTONE DRIVE 4R X X P1

28 261 YELLOWSTONE DRIVE 4R X X P1

29 292 SHENANDOAH DRIVE 4N X N.I.C NR

30 293 SHENANDOAH DRIVE 4N X N.I.C NR

31 295 SHENANDOAH DRIVE 4N X N.I.C NR

32 870 ZELKOA LANE 12J X N.I.C NR

33 871 ELM LOOP 12J X N.I.C NR

34 872 ELM LOOP 12J X N.I.C NR

35 873 ELM LOOP 12J X N.I.C NR

36 876 ELM LOOP 12J X N.I.C NR

37 877 ELM LOOP 12J X N.I.C NR

38 878 ELM LOOP 12J X N.I.C NR

39 879 ELM LOOP 12J X N.I.C NR

40 880 ELM LOOP 12J X N.I.C NR

41 881 ELM LOOP 12J X N.I.C NR

42 882 ELM LOOP 12J X N.I.C NR

43 884 ELM LOOP 12J X N.I.C NR

44 886 ELM LOOP 12J X N.I.C NR

45 893 ZELKOA LANE 12J X N.I.C NR

46 1876 STARFIGHTER COURT 4 X N.I.C P3

47 1881 STARFIGHTER COURT 4 X N.I.C P3

8 160 UNITS IN 40 - 4 PLEX BLDG CONSISTING OF 2 STORY, 2 BR - JNCO (2 BR)

TYPE

WORK INCLUDE FORMER

RENOVATION WINDOW ROOF

1 170 CAPE CANAVERAL DRIVE 15N X N.I.C NR

2 171 CAPE CANAVERAL DRIVE 15N X N.I.C NR

3 174 CAPE CANAVERAL DRIVE 15N X N.I.C NR

4 175 CAPE CANAVERAL DRIVE 15N X N.I.C NR

5 215 SHENANDOAH DRIVE 5N X N.I.C NR

6 217 SHENANDOAH DRIVE 5N X N.I.C NR

7 299 SHENANDOAH DRIVE 5N X N.I.C NR

8 1860 DELTA DAGGER COURT 5 X N.I.C P3

9 1862 DELTA DAGGER COURT 5 X N.I.C P3

10 1863 DELTA DAGGER COURT 5 X N.I.C P3

11 1864 DELTA DAGGER COURT 5 X N.I.C P3

12 1866 DELTA DAGGER COURT 5 X N.I.C P3

13 1867 DELTA DAGGER COURT 5 X N.I.C P3

14 1868 DELTA DAGGER COURT 5 X N.I.C P3

15 1869 DELTA DAGGER COURT 5 X N.I.C P3

Page (6) of (7)

PHASE-1

16 1870 DELTA DAGGER COURT 5 X N.I.C P3

17 1871 DELTA DAGGER COURT 5 X N.I.C P3

18 1872 DELTA DAGGER COURT 5 X N.I.C P3

19 1873 DELTA DAGGER COURT 5 X N.I.C P3

20 1874 DELTA DAGGER COURT 5 X N.I.C P3

21 1875 STARFIGHTER COURT 5 X N.I.C P3

22 1877 STARFIGHTER COURT 5 X N.I.C P3

23 1880 STARFIGHTER COURT 5 X N.I.C P3

24 1882 STARFIGHTER COURT 5 X N.I.C P3

25 1903 PHANTOM COURT 5 X N.I.C P3

26 1904 PHANTOM COURT 5 X N.I.C P3

27 1905 PHANTOM COURT 5 X N.I.C P3

28 1906 PHANTOM COURT 5 X N.I.C P3

29 1907 PHANTOM COURT 5 X N.I.C P3

30 1908 PHANTOM COURT 5 X N.I.C P3

31 1909 PHANTOM COURT 5 X N.I.C P3

32 1910 PHANTOM COURT 5 X N.I.C P3

33 1911 PHANTOM COURT 5 X N.I.C P3

34 1912 PHANTOM COURT 5 X N.I.C P3

35 1913 PHANTOM COURT 5 X N.I.C P3

36 1914 PHANTOM COURT 5 X N.I.C P3

37 1915 PHANTOM COURT 5 X N.I.C P3

38 1916 PHANTOM COURT 5 X N.I.C P3

39 1928 THUNDERJET COURT 5 X N.I.C P2

40 1933 THUNDERJET COURT 5 X N.I.C P2

9 68 UNITS IN 1 - TOWER BLDG CONSISTING OF 9 STORY, 2BR - JNCO (2 BR)

WORK INCLUDE FORMER

RENOVATION WINDOW

FILM

ROOF

1 1937 LIGHTNING LOOP 11 X** N.I.C P1

10 204 UNITS IN 3 - TOWER BLDG CONSISTING OF 9 STORY, 3 BR - JNCO (3 BR)

WORK INCLUDE FORMER

RENOVATION WINDOW

FILM

ROOF

1 212 YELLOWSTONE DRIVE 10 X** N.I.C NR

2 214 YELLOWSTONE DRIVE 10 X** N.I.C NR

3 231 YELLOWSTONE DRIVE 10 X** N.I.C NR

(**): Window film shall be installed to the inner face of…