3._SOW_-_TKWR182301_-_Bound.pdf

TECHNICAL PROVISIONS

FROM:

156th AW/MSG BASE CIVIL ENGINEER

PUERTO RICO AIR NATIONAL GUARD

CAROLINA, PUERTO RICO

REPAIR BUILDING 33 & 35 ROOF

PROJECT NO. TKWR182301

FOR:

156th AW/MSG CONTRACTING OFFICER

PUERTO RICO AIR NATIONAL GUARD

CAROLINA, PUERTO RICO

TECHNICAL PROVISIONS

REPAIR BUILDING 33 & 35 ROOF

PROJECT NO. TKWR182301

GENERAL INDEX

SECTION

CONTENTS

PAGE NO.

A Work to be done 3 B Specifications 3

C Scope of work 3

D Special Considerations 4

E Location of the works 4

F Special Instructions to Contractor 4

G Submittal List 5

H Invoice Requirement 6

I Closeout Documentation 6

J Existing Conditions 6 Appendix A – BLDG 33 Exterior

Appendix B – BLDG 35 Exterior

Specifications

A. WORK TO BE DONE:

1. The work to be performed under this project consists in furnishing all plant, labor, equipment, appliances, materials and performing all operations in strict accordance with ethical accepted practices of engineering.

2. The following is a list of the principal features of the project as described in the specifications, shown, noted or implied upon in the accompanying drawings, showing the general characteristics and extent of the work. Parts not specifically detailed shall be constructed in a manner and spirit conforming to the class of work required for the whole project.

3. The Contractor must perform a site visit in coordination with the Contracting Officer to verify the existing site and facility conditions. Any differing conditions shall be notified in writing to request clarification. The Contractor is solely responsible for verification of dimensions and quantities.

4. The work to be performed in accordance with UFC 1-200-01 “General Building

Requirements”, NFPA 101 “Life Safety Code”, and IBC 2012 “International Building

Code 2012, UFGS “Unified Facility Guide Specifications” as well as the base contract specifications and this statement of work.

B. SPECIFICATIONS:

1. The Contractor shall identify and comply with all applicable federal, state, and local statutes. It is the Contractor’s fundamental responsibility to identify and comply with all mandatory federal and applicable DoD and Air Force requirements whether or not listed specifically in these two documents.

2. Unified Facilities Guide Specification (UFGS) Web Site:

http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs

3. The following specifications are included as part of this Statement of Work to include required submittals and must be followed and complied with as part of the scope of work for this project.

SECTION 07 22 00 ROOF INSULATION

SECTION 07 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

SECTION 07 60 00 ROOF FLASHING

SECTION 07 92 00 JOINT SEALANT

C. SCOPE OF WORK:

BUILDING 33

1. Provide lump sum price.

2. Remove existing impermeable roof and insulation down to the roof deck.

3. Inspect existing roof deck for replacement.

4. Repair damaged roof deck found during inspection.

5. Repair roof top exhaust fan to restore cover and make operational.

6. Replace all roof boots for roof penetrations and solar panel brackets.

7. Replace ridge vent along high roof with new stainless steel type.

8. Repair any areas where water can pond on roof deck.

http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs

9. Clean and prepare the roof deck for application of new modified bitumen roof.

10. Install R20 roof insulation and modified bitumen roof per the specifications provided with this document. Note that the roof shall be built to withstand 160 mile per hour wind standards as required in the attached specifications.

11. Repair perimeter metal flashing, storm water gutters, and downspouts with stainless steel flashing, gutters and downspouts.

12. Repair solar hot water heater system (Sunny Boy Model SB6000US) on that is mounted on the roof to restore it to full functionality.

BUILDING 35

1. Provide lump sum price.

2. Remove existing impermeable roof and insulation down to the roof deck.

3. Inspect existing roof deck for replacement or repair.

4. Repair damaged roof deck found during inspection.

5. Replace corroded roof top exhaust fan with like kind.

6. Replace all roof boots for roof penetrations.

7. Replace roof drain grate.

8. Repair any areas where water can pond on roof deck.

9. Clean and prepare the roof deck for application of new modified bitumen roof.

10. Install R20 roof insulation and modified bitumen roof per the specifications provided with this document. Note that the roof shall be built to withstand 160 mile per hour winds per the attached specifications.

11. Replace perimeter metal flashing that is missing (80ft approximately – contractor shall field verify actual quantity and provide actual length required for the repair) with like kind

(stainless steel) and repair the existing flashing (stainless steel).

D. SPECIAL CONSIDERATIONS:

1. Solid Waste Management:

All waste materials and debris generated by work under this contract shall be processed, handled, transported, stored, and disposed of by the contractor in accordance with all federal, state, local, regulations, and laws. All waste streams will be quantify and reported to the Base Environmental Manager.

2. Fire Safety:

The Contractor shall comply with all local fire regulations and NFPA 241 during all demolition and construction work. All fire extinguishers required shall be provided and maintained by the contractor, but must be approved for use by the contracting officer prior to use. “Hot-work” operations, those involving welding, soldering, brazing, or torch heating shall not commence before an AF Form 592 is completed and signed by the Fire Inspector. The contractor shall contact the Fire Department’s inspection section at least one work day prior to hot-work operations for assistance and completing the Form 592. There shall be no open burning of waste materials or debris during this contract.

E. LOCATION OF THE WORKS:

1. The site of the work covered by these specifications is 141ST ACS ANG Base, Aguadilla, P.R.

F. SPECIAL INSTRUCTIONS:

1. For additional information on drawings and specifications, contact the Base Civil

Engineer (BCE) office in Building 25, Muñíz ANG Base telephone (787) 253-5172, or fax (787) 253-5226 or 7415. To enter the Site premises contact the base facility manager in Building 1, Punta Borinquen ANG Base telephone (787) 431-6261, or 8799.

Must request Digging Permit before work start.

2. For additional contracting issues will be directed to the Contracting Officer in Building

29, Muñíz ANG Base at telephone (787) 253-5238 or 7438.

Must fill out Base Access Letter before project start.

3. For additional Environmental information contact the Environmental Manager Office in Building 25, Muñíz ANG Base telephone (787) 253-5192, or fax (787) 253-5226 or

7415.

4. For additional Safety information contact the Safety Office in Building 22, Muñíz ANG

Base telephone at (787) 253-5275

Must request Confine Space Entry AF Form 1024 before work start.

5. For additional Bioenvironmental information contact the Bioenvironmental Office in

Building 16, Muñíz ANG Base telephone at (787) 253-5265

6. For additional Fire information contact the Fire Department in Building 3, Muñíz ANG

Base telephone at (787) 253-5222

Must request permit to use open flame equipment or grinders.

7. For additional Security information contact the Base Defense Operation Center in

Building 2, Muñíz ANG Base telephone at (787) 253-5204

8. Contractors must be registered (current) in the System for Award Management (SAM) internet program at: http://www.sam.gov

9. All invoices must be submitted using Wide Area Workflow (WAWF) internet program at: https://wawf.eb.mil

10. Contractor will verify status of all invoices My Invoice link at: https://wawf.eb.mil

11. Contractor Manpower Reporting Application (CMRA): The contractor shall completely fill in all required data fields using the following web address: http://www.ecmra.mil/

Reporting inputs shall be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30.

12. Every day all garbage and remaining materials related to the work will be taken to a garbage container provided by contractor.

13. Only company cars with distinctive logos posted at passenger and driver doors will be authorized inside BASE premises.

14. All personnel are required to show a valid not expired ID in the main entrance gate before entering the Base premises.

15. At the end of each working day all areas will be clear from equipment, tools and materials.

16. Special precautions will be taken at no cost to government to protect base property during the project execution.

17. The use of Personal Protective Equipment is mandatory at all time while working in the project.

G. SUBMITTAL LIST

1. List of Personal Protective Equipment to be used.

2. Modified bitumen roof products to be used in project

3. Metal edge flashing products

4. Exhaust fans

5. Gutters products

6. Downspouts https://www.sam.gov/ http://www.sam.gov/ https://wawf.eb.mil/ https://wawf.eb.mil/ http://www.ecmra.mil/ http://www.ecmra.mil/

7. Worker Compensation Insurance Certificate

8. See attached specification sections for all additional submittals

H. INVOICE REQUIREMENTS:

1. Electronic pictures of work to be invoiced (Before and After)

2. Breakdown for Payment

3. Monthly Report from: Contractor Manpower Reporting Application (CMRA)

4. Progress Report of activities.

5. Project Schedule (CPM): Baseline Vs Update

I. CLOSEOUT DOCUMENTATION:

1. Contractor workmanship warranty letter for two years per the attached specifications.

2. Manufacturer roof warranty letter for twenty years per the attached specifications.

3. Recycling or landfill proof of disposition document.

4. Contractor certificates of no debts to suppliers and vendors.

5. Commissioning and acceptance of system.

J. EXISTING CONDITIONS: as of 2-NOV-2017

1. High Winds sustained by Hurricane Maria damaged roofs, flashing and gutters/downspouts on facilities all over base.

2. Debris from the storm was deposited on the roofs of many structures causing drainage problems.

APPROVED FOR CHIEF

AIR NATIONAL GUARD BUREAU

MUNIZ ANG BASE LUIS MUNOZ MARIN INTERNATIONAL AIRPORT CAROLINA P.R.

APPROVED

TRACED BY

CHECKED BY

DESIGN BY

DRAWN BY

SHEET

ANG NO.

OF

PRANG.

ANG CIVIL ENGINEER

156 TH AIRLIFT WING - PRANG

SUBMITTED

SCALE

ANG COMMANDER

1/8"=1'-0"

DATE

SCALE 1/8"=1'-0"

PUNTA BORINQUEN RADAR SITE

S

N

O

E

PAINT BAY

TRIN'G/BREAKLOCKERSWOMENELCT/MECHANIC OFFICE

LEAD/ACID

MEN

CORRIDOR

AGE BAY

AGE COVERED STORAGE

AGE COVERED STORAGE

PARTS

AGE TOOLS

OLA SUPV.

AGE OFFICEVEH. MAINT TOOLS

PARTS

CLOSET JAN.

179'-0"

129'-0"

48'-0"

FLOOR PLAN BLDG. NO. 33

10'-4" 10'-0"

11'-0"

11'-0" 7'-0" 27'-0"

12'-0"11'-0" 14'-2"

4'-6"11'-0"11'-0" 14'-2"

BATTERY

BATTERY

NICAD

23'-7"22'-9"

24'-5"

16'-0" 71'-6"

8"

LUBE BAY SHOP AREAREPAIR BAY

6" 6"

10"

VEH. MAINT

8'-0" 6" 8"

OFFICE

10"

10"

10" 6" 6" 6" 6"

6"

12"

16" 8"

CONC. SLAB

BLDG. NO. 33

MAINTENANCE FACILITY

COMPOSITE VEHICLE

L.R. RIVERA

L.R. RIVERA

CAPT E. RADA

CAPT S. REYES

CAPT S. REYES

Mitch Polygon

Mitch Rectangle

Mitch Rectangle

Mitch Rectangle

Mitch Text Box Solar Panel Area

Mitch Oval

Mitch Oval

Mitch Oval

Mitch Oval

Mitch Text Box Replace Roof

Area of multiple impact punctures

Replace down spout

Repair flashing

Repair vent

Mitch Rectangle

Mitch Oval

Mitch Rectangle

Mitch Rectangle

Mitch Text Box

Mitch Text Box

Mitch Text Box

Mitch Oval

Mitch Text Box

APPENDIX A - EXTERIOR

Mitch Polygonal Line

Mitch Line

Mitch Rectangle

Mitch Oval

Mitch Text Box

LOW ROOF

Mitch Text Box

HIGH ROOF

Mitch Text Box

HIGH ROOF

Mitch Callout Replace wall plaster

Mitch Line

Mitch Text Box N

Line

MUNIZ ANG BASE LUIS MUNOZ MARIN INTERNATIONAL AIRPORT CAROLINA P.R.

BLDG. NO. 35

SECURITY POLICE OPERATIONS

156TH AIRLIFT WING - PRANG

FLOOR PLAN BLDG. NO. 35

EAST ELEVATION

WEST ELEVATION

NORTH ELEVATION

SOUTH ELEVATION

Mitch Line

Mitch Text Box N

Mitch Text Box Replace Roof

Replace flashing

Replace vent cap

Replace roof drain grate

Line

Mitch Rectangle

Mitch Rectangle

Mitch Text Box N

Mitch Line

Mitch Text Box

Mitch Text Box

Mitch Rectangle

Mitch Text Box

Mitch Text Box

Mitch Line

Mitch Line

Mitch Line

Mitch Line

Mitch Oval

Mitch Oval

Mitch Oval

Mitch Oval

Mitch Text Box

APPENDIX B - EXTERIOR

Puerto Rico ANG Roof Repairs

FOR CONSTRUCTION

SECTION 07 22 00 Page 1

28 Oct 2017

PART 1 GENERAL

1.1 REFERENCES

SECTION 07 22 00

ROOF AND DECK INSULATION

08/11

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 C1177/C1177M (2008) Standard Specification for Glass

Mat Gypsum Substrate for Use as Sheathing

ASTM C1289 (2011a) Standard Specification for Faced

Rigid Cellular Polyisocyanurate Thermal

Insulation Board

ASTM D4263 (1983; R 2012) Indicating Moisture in

Concrete by the Plastic Sheet Method

ASTM E84 (2012) Standard Test Method for Surface

Burning Characteristics of Building

Materials

FM GLOBAL (FM)

FM 4470 (2010) Single-Ply, Polymer-Modified

Bitumen Sheet, Built-up Roof (BUR), and

Liquid Applied Roof Assemblies for Use in

Class 1 and Noncombustible Roof Deck

Construction

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/

FM P9513 (2002) Specialist Data Book Set for

Roofing Contractors; contains 1-22 (2001), 1-28 (2002), 1-29 (2002), 1-28R/1-29R

(1998), 1-30 (2000), 1-31 (2000), 1-32

(2000), 1-33 (2000), 1-34 (2001), 1-49

(2000), 1-52 (2000), 1-54 (2001)

GREENGUARD ENVIRONMENTAL INSTITUTE (GEI)

GEI Greenguard Standards for Low Emitting

Products

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS Scientific Certification Systems

(SCS)Indoor Advantage http://www.approvalguide.com/

SECTION 07 22 00 Page 2

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (2009) Leadership in Energy and

Environmental Design(tm) New Construction

Rating System

UNDERWRITERS LABORATORIES (UL)

UL Bld Mat Dir (2012) Building Materials Directory

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When 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 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Wood nailers

Tapered roof insulation system; G

Taper cants and crickets

SD-03 Product Data

Fasteners Asphalt; G

Insulation; G

Certification

Include minimum thickness of insulation for steel and concrete decks and fastener pattern for insulation on steel decks.

Recycled materials; (LEED NC)

MR4; Submit documentation indicating percentage of post-industrial and post-consumer recycled content per unit of product. Indicate relative dollar value of recycled content products to total dollar value of products included in project.

Local/Regional Materials; (LEED NC)

MR5; Submit documentation indicating distance between manufacturing facility and the project site.Indicate distance of raw material origin from the project site. Indicate relative dollar value of local/regional materials to total dollar value of products included in project.

SD-06 Test Reports

Flame spread and smoke developed ratings

Submit in accordance with ASTM E84.

SECTION 07 22 00 Page 3

SD-07 Certificates

Installer qualifications

SD-08 Manufacturer's Instructions

Nails and fasteners

Roof insulation, including field of roof and perimeter attachment requirements.

1.3 MANUFACTURER'S CERTIFICATE

Submit certificate from the insulation manufacturer attesting that the installer has the proper qualifications for installing tapered roof insulation systems.

Certificate attesting that the expanded perlite or polyisocyanurate insulation contains recovered material and showing estimated percent of recovered material. Certificates of compliance for felt materials.

1.4 QUALITY ASSURANCE

1.4.1 Insulation on Steel or Concrete Decks

Roof insulation shall have a flame spread rating not greater than 75 and a smoke developed rating not greater than 150, exclusive of covering, when tested in accordance with ASTM E84. Insulation bearing the UL label and listed in the UL Bld Mat Dir as meeting the flame spread and smoke developed ratings will be accepted in lieu of copies of test reports.

Compliance with flame spread and smoke developed ratings will not be required when insulation has been tested as part of a roof construction assembly of the type used for this project and the construction is listed as fire-classified in the UL Bld Mat Dir or listed as Class I roof deck construction in the FM APP GUIDE. Insulation tested as part of a roof construction assembly shall bear UL or FM labels attesting to the ratings specified herein.

1.4.3 Sustainable Design Certification

Product shall be third party certified by GEI Greenguard Indoor Air Quality

Certified, SCS Scientific Certification Systems Indoor Advantage or equal.

Certification shall be performed annually and shall be current.

1.4.5 Local/Regional Materials

See Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total local material requirements. Roof insulation and materials may be locally available.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

Deliver materials to site in manufacturer's unopened and undamaged standard commercial containers bearing the following legible information:

SECTION 07 22 00 Page 4

a. Name of manufacturer;

b. Brand designation;

c. Specification number, type, and class, as applicable, where materials are covered by a referenced specification; and

Deliver materials in sufficient quantity to allow continuity of the work.

1.5.2 Storage and Handling

Store and handle materials in a manner to protect from damage, exposure to open flame or other ignition sources, and from wetting, condensation or moisture absorption. Store in an enclosed building or trailer that provides a dry, adequately ventilated environment. Replace damaged material with new material.

1.6 ENVIRONMENTAL CONDITIONS

Do not install roof insulation during inclement weather or when air temperature is below 40 degrees F and interior humidity is 45 percent or greater, or when there is visible ice, frost, or moisture on the roof deck.

1.7 PROTECTION OF PROPERTY

Provide protection as specified in Section 07 52 00 MODIFIED BITUMINOUS

MEMBRANE ROOFING.

PART 2 PRODUCTS

2.1 INSULATION

2.1.1 Insulation Types

Roof insulation shall be the following material and compatible with attachment methods for the specified insulation and roof membrane:

a. Polyisocyanurate Board: ASTM C1289 Type II, fibrous felt or glass mat membrane both sides, except minimum compressive strength shall be 20 pounds per square inch (psi).

2.1.3 Recovered Materials

Provide thermal insulation materials containing recycled materials to the extent practical. The required minimum recycled material content for the listed materials are:

Polyisocyanurate/polyurethane: 9 percent recovered Material

2.1.4 Insulation Thickness

As necessary to provide a thermal resistance (R value) of 20 or more.

Thickness shall be based on the "R" value for aged insulation.

2.1.5 Tapered Roof Insulation

One layer of the tapered roof insulation assembly shall be factory tapered to provide a slope of not less than 1/4 inch per foot in the valleys.

SECTION 07 22 00 Page 5

Provide starter and filler blocks as required to provide the total thickness of insulation necessary to meet the specified slope and thermal conductance. Mitered joints shall be factory fabricated and shall consist of two diagonally cut boards or one board shaped to provide the required slopes. Identify each piece of tapered insulation board by color or other identity coding system, allowing the identification of different sizes of tapered insulation board required to complete the roof insulation system.

2.1.6 Cants and Tapered Edge Strips

Provide preformed cants and tapered edge strips of the same material as the roof insulation; or, when roof insulation material is unavailable, provide pressure-preservative treated wood, wood fiberboard, or rigid perlite board cants and edge strips as recommended by the roofing manufacturer, unless otherwise indicated. Face of cant strips shall have incline of 45 degrees and vertical height of 4 inches. Taper edge strips at a rate of one to 1

1/2 inch per foot down to approximately 1/8 inch thick.

2.2 PROTECTION BOARD

For use as a protection board for torched-down, or adhesively-applied roofing membrane over roof insulation.

2.2.1 Glass Mat Gypsum Roof Board

ASTM C1177/C1177M, 0 Flame Spread and 0 Smoke Developed when tested in accordance with ASTM E84, 500 psi, Class A, non-combustible, 5/8 inch thick, 4 by 8 feet board size.

2.6 FASTENERS

An adequate fastening system should be provided by the roofing manufacturer. The following are minimums, but roofing manufacturer guidance must be complied with including any minimum values they provide.

Flush-driven through flat round or hexagonal steel plates. Steel plates shall be zinc-coated, flat round not less than 1 3/8 inch diameter or hexagonal not less than 28 gage. Plates shall be formed to prevent dishing. Do not use bell-or cup-shaped plates. Fasteners shall conform to insulation manufacturer's recommendations except that holding power, when driven, shall be not less than 120 pounds each in steel deck.

2.6.3 Fasteners for Steel Decks

Approved hardened penetrating fasteners or screws conforming to FM 4470 and listed in FM APP GUIDE for Class I roof deck construction. Quantity and placement to withstand uplift pressures to provide a complete roof system assembly complying with criteria specified in Section 07 52 00 MODIFIED

BITUMINOUS MEMBRANE ROOFING, criteria as indicated in the roof manufacturer’s shop drawings and specifications for a 160 mile per hour wind resistance rating and conforming to FM APP GUIDE.

2.6.4 Fasteners for Poured Concrete Decks

Approved hardened fasteners or screws to penetrate deck at least one inch but not more than 1 1/2 inches, conforming to FM 4470, and listed in

FM APP GUIDE for Class I roof deck construction. Quantity and placement to withstand an uplift pressure as indicated for Steel Decks.

SECTION 07 22 00 Page 6

2.7 WOOD NAILERS

Pressure-preservative-treated as specified in Section 06 10 00 ROUGH

CARPENTRY.

PART 3 EXECUTION

3.1 EXAMINATION AND PREPARATION

3.1.1 Surface Inspection

Surfaces shall be clean, smooth, and dry. Check roof deck surfaces, including surfaces sloped to roof drains and outlets, for defects before starting work.

The Contractor shall inspect and approve the surfaces immediately before starting installation. Prior to installing insulation, perform the following:

a. Examine steel decks to ensure that panels are properly secured to structural members and to each other and that surfaces of top flanges are flat or slightly convex.

b. Prior to installing any roof system on a concrete deck, conduct a test per ASTM D4263. The deck is acceptable for roof system application when there is no visible moisture on underside of plastic sheet after

24 hours.

3.1.2 Surface Preparation

Correct defects and inaccuracies in roof deck surface to eliminate poor drainage and hollow or low spots and perform the following:

a. Install wood nailers the same thickness as insulation at eaves, edges, curbs, walls, and roof openings for securing cant strips, gravel stops, gutters, and flashing flanges.

b. Cover steel decks with a layer of insulation board of sufficient thickness to span the width of a deck rib opening, and conforming to fire safety requirements. Secure with piercing or self-drilling, self-tapping fasteners of quantity and placement conforming to

FM APP GUIDE. Insulation joints parallel to ribs of deck shall occur on solid bearing surfaces only, not over open ribs.

3.4 INSULATION INSTALLATION

Apply insulation in two layers with staggered joints when total required thickness of insulation exceeds 1/2 inch. Lay insulation so that continuous longitudinal joints are perpendicular to direction of felts for the modified bituminous roofing, as specified in Section 07 52 00, "

MODIFIED BITUMINOUS MEMBRANE ROOFING", and end joints of each course are staggered with those of adjoining courses. When using multiple layers of insulation, joints of each succeeding layer shall be parallel and offset in both directions with respect to layer below.Keep insulation 1/2 inch clear of vertical surfaces penetrating and projecting from roof surface.

3.4.3 Installation Using Only Mechanical Fasteners

Secure total thickness of insulation with penetrating type fasteners.

SECTION 07 22 00 Page 7

3.4.4 Special Precautions for Installation of Foam Insulation

3.4.4.1 Polyisocyanurate Insulation

Where polyisocyanurate foam board insulation is provided, install 1/2 inch glass mat gypsum roof board over top surface of foam board insulation.

Stagger joints of insulation with respect to foam board insulation below.

3.4.5 Cant Strips

Where indicated, provide cant strips at intersections of roof with walls, parapets, and curbs extending above roof. Wood cant strips shall bear on and be anchored to wood blocking. Fit cant strips flush against vertical surfaces. Where possible, nail cant strips to adjoining surfaces. Where cant strips are installed against non-nailable materials, install in an approved adhesive.

3.4.6 Tapered Edge Strips

Where indicated, provide edge strips in the right angle formed by junction of roof and wood nailing strips that extend above level of roof. Install edge strips flush against vertical surfaces of wood nailing strips. Where possible, nail edge strips to adjoining surfaces. Where installed against non-nailable materials, install in an approved adhesive.

3.5 PROTECTION

3.5.1 Protection of Applied Insulation

Completely cover each day's installation of insulation with the finished roofing specified in Section 07 52 00 on same day. Do not permit phased construction. Protect open spaces between insulation and parapets or other walls and spaces at curbs, scuttles, and expansion joints, until permanent roofing and flashing are applied. Do not permit storing, walking, wheeling, or trucking directly on insulation or on roofed surfaces. Provide smooth, clean board or plank walkways, runways, and platforms near supports, as necessary, to distribute weight to conform to indicated live load limits of roof construction. Exposed edges of the insulation shall be protected by cutoffs at the end of each work day or whenever precipitation is imminent. Cutoffs shall be 2 layers of bituminous-saturated felt set in plastic bituminous cement. Fill all profile voids in cut-offs to prevent entrapping of moisture into the area below the membrane. Cutoffs shall be removed when work is resumed.

3.5.2 Damaged Work and Materials

Restore work and materials that become damaged during construction to original condition or replace with new materials.

3.6 INSPECTION

The Contractor shall establish and maintain an inspection procedure to assure compliance of the installed roof insulation with the contract requirements. Any work found not to be in compliance with the contract shall be promptly removed and replaced or corrected in an approved manner.

Quality control shall include, but not be limited to, the following:

a. Observation of environmental conditions; number and skill level of

SECTION 07 22 00 Page 8 insulation workers; start and end time of work.

b. Verification of certification, listing or label compliance with FM P9513.

c. Verification of proper storage and handling of insulation materials before, during, and after installation.

d. Inspection of mechanical fasteners; type, number, length, and spacing.

e. Coordination with other materials, cants, sleepers, and nailing strips.

f. Inspection of insulation joint orientation and laps between layers, joint width and bearing of edges of insulation on deck.

g. Installation of cutoffs and proper joining of work on subsequent days.

h. Continuation of complete roofing system installation to cover insulation installed same day.

-- End of Section --

SECTION 07 52 00 Page 1

SECTION 07 52 00

MODIFIED BITUMINOUS MEMBRANE ROOFING

05/12

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI/SPRI ES-1 (2003) Wind Design Standard for Edge Systems

Used with Low Slope Roofing Systems

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-10 (2006; Errata 2007) Minimum Design Loads for

Buildings and Other Structures

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.24 (2006) Roofing - Safety Requirements of Low-

Sloped Roofs

ASSE/SAFE Z87.1 (2003) Standard for Occupational and

Educational Eye and Face Protection

ASPHALT ROOFING MANUFACTURER'S ASSOCIATION (ARMA)

ARMA 410BUR88 (2001) Manual of Roof Maintenance and Repair

ARMA 460LSR97 (2002) NRCA/MRCA Repair Manual for Low Slope

Membrane Roof Systems

ARMA PMBRG98 (1998) Quality Control Guideline for the

Application of Polymer Modified Bitumen

Roofing

ASTM C 1289 (2008) Standard Specification for Faced Rigid

Cellular Polyisocyanurate Thermal Insulation

Board

ASTM C 208 (2005) High Density Fiberboard Insulation

ASTM D 41 (2005) Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing

ASTM D 1079 Roofing Technology

SECTION 07 52 00 Page 2

ASTM D 312 Type III or IV Roofing Asphalt

ASTM D 4586 (2007) Asphalt Roof Cement, Asbestos-Free

ASTM D 5147 (2007b) Standard Test Methods for Sampling and Testing Modified Bituminous Sheet

Material

ASTM D 6162 (2000a; R 2008) Styrene Butadiene Styrene

(SBS) Modified Bituminous Sheet Materials

Using a Combination of Polyester and Glass

Fiber Reinforcements

ASTM E 108 (2007a) Fire Tests of Roof Coverings

FM GLOBAL (FM)

FM 4470 (1986; R 1992) Class I Roof Covers

FM P7825 (2005) Approval Guide

FM P7825c (2005) Approval Guide Building Materials

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2012) International Building Code

NTERNATIONAL Energy Conservation (IECC)

ICC IBC (2006; Errata 2006; Errata 2007; Supplement

2007; Errata 2007) International Building

Code

NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

NRCA Details (2003) NRCA Roof Perimeter Flashing Systems

Construction Details for Class 1 Roof

Construction

NRCA “The NRCA Roofing and WaterProofing Manual”

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2006) Architectural Sheet Metal Manual, Sixth Edition, Second Printing

UNDERWRITERS LABORATORIES (UL)

UL RMSD (2009) Roofing Materials and Systems

Directory

SECTION 07 52 00 Page 3

1.2 DESCRIPTION OF ROOF MEMBRANE SYSTEM

DELETE ITALAIC IF NOT APPLICABLE:

Vapor Barrier: Minimum two-ply vapor barrier consisting of type II base sheet. Vapor barrier to be installed shingle fashion and adhered in hot bitumen.

Temporary roof: one ply of type II base sheet lapped per manufacturer recommendations with glaze coat.

Tear off to current roofing system to expose substrate.

Minimum two-ply SBS modified bitumen roof membrane consisting of modified bitumen base sheet and cap sheet. Field of modified bitumen base sheet is to be adhered in hot asphalt. Modified granular surfaced cap sheet must be set in hot asphalt. Wall Flashings: Modified base sheet set in place with hot bitumen. Cap sheet cap sheet set in hot asphalt. Shingle all rolled goods to effectively shed water. Ponding water will not be accepted.

1.3 SUBMITTALS

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

Roof plan; G; Drawing depicting wind loads and boundaries of enhanced perimeter and corner attachments of roof system components, as applicable; also provide signed letter from the manufacture (Corporate officer) certifying that the system being provided is in compliance with the details for this project.

SD-03 Product Data

Modified Bitumen Sheets; G

Asphalt

Primer; G

Modified Bitumen Roof Cement; G

Pre-Manufactured Accessories

Fasteners And Plates; G

Sample Warranty certificate; G

Include in data written acceptance by the roof membrane manufacturer of the products and accessories provided. Products must be as listed in the applicable wind uplift and fire rating

SECTION 07 52 00 Page 4 classification listings, unless approved otherwise by the

Contracting Officer.

SD-05 Design Data

Wind Uplift Calculations; G

Provide Engineering calculations, signed, sealed, and dated by a qualified Engineer validating the wind resistance per ASCE 7-10, and ANSI/SPRI ES-1 of non-rated roof system; G

SD-07 Certificates

Provide evidence that products used within this specification are manufactured in the United States.

Qualification of Manufacturer

UL Certification; Provide third party independent testing results indicating product and raw materials meet recycled and bio-based content published in data sheets; G

Certify that the manufacturer of the modified bitumen membrane meets requirements specified under paragraph entitled

"Qualification of Manufacturer."

Qualification of Applicator

Certify that the applicator meets requirements specified under paragraph entitled "Qualification of Applicator."

Qualification of Engineer of Record

Certify that the Engineer of Record is fully qualified, competent, and currently licensed to practice in the project jurisdiction.

Wind Uplift Resistance; G classification, as applicable

Fire Resistance classification; G

SD-08 Manufacturer's Instructions

Modified Bitumen Membrane Application; G

Flashing; G

Primer

Roof Cement

Fasteners

Coating Application;

Cold Weather Installation; G

SECTION 07 52 00 Page 5

Include detailed application instructions and standard manufacturer drawings altered as required by these specifications. Include membrane manufacturer requirements for nailers and backnailing of roof membrane on steep slopes. Explicitly identify in writing, differences between manufacturer's instructions and the specified requirements.

SD-11 Closeout Submittals

Warranty; G

Information Card

Instructions To Government Personnel

Include copies of Material Safety Data Sheets for maintenance/repair materials.

Submit 30 year "No-Dollar-Limit" warranty for labor and materials.

1.4 QUALITY ASSURANCE

1.4 QUALIFICATION OF MANUFACTURER

Modified bitumen sheet roofing system manufacturer must have a minimum of 20 years experience in manufacturing modified bitumen roofing products.

1.5 QUALIFICATION OF APPLICATOR

Roofing system applicator must be approved, authorized, or licensed in writing by the modified bitumen sheet roofing system manufacturer.

1.6 QUALIFICATION OF ENGINEER OF RECORD

Engineer of Record must be approved, authorized, and a currently licensed

Professional Engineer, and have a minimum of five years experience as an approved Engineer for manufacturers of similar roof systems. Engineer of

Record must supply the names and locations of five projects of similar size and scope for which he has provided engineering calculations using the manufacturer's products submitted for this project within the previous three years. Engineer of Record must provide certified engineering calculations for:

Wind uplift requirements in accordance with Local and State codes

ASCE 7-10,in accordance with International Building Code.

ANSI/SPRI ES-1, in accordance with codes

Snow load requirements per ICC IBC Chapter 16 Section 1608.3 and

Section 7 of ASCE 7-10

1.7 FIRE RESISTANCE

Complete roof covering assembly must:

SECTION 07 52 00 Page 6

a. Be Class A rated in accordance with ASTM E 108, FM 4470.

b. Be listed as part of Fire-Classified roof deck construction in UL

RMSD, or Class I roof deck construction in FM P7825.

FM or UL approved components of the roof covering assembly must bear the appropriate FM.

1.8 WIND UPLIFT RESISTANCE

Base all wind uplift calculations on a design wind speed in accordance with

ASCE 7-10 building code requirements.

1.9 PREROOFING CONFERENCE

After approval of submittals and before performing roofing and insulation system installation work, hold a preroofing conference to review the following:

a. Drawings, including Roof Plan, specifications and submittals related to the roof work

Field inspection and verification of all existing conditions, including all fire safety issues, existing structure, and existing materials, including concealed combustibles, which may require additional protection during installation.

b. Roof system components installation

c. Procedure for the roof manufacturer's technical representative's onsite inspection and acceptance of the roof structure, and roofing substrate, the name of the manufacturer's technical representatives, the frequency of the onsite visits, distribution of copies of the inspection reports from the manufacturer's technical representatives to roof manufacturer

d. Contractor's plan for coordination of the work of the various trades involved in providing the roofing system and other components secured to the roofing

e. Quality control, (ARMA PMBRG98) plan for the roof system installation

f. Safety requirements

Coordinate preroofing conference scheduling with the Contracting Officer.

The conference must be attended by the Contractor, the Contracting Officer's designated personnel, and personnel directly responsible for the installation of roofing and insulation], flashing and sheet metal work, mechanical and electrical work, other trades interfacing with the roof work, designated safety personnel trained to enforce and comply with ASSE/SAFE

A10.24, and representative of the roofing materials manufacturer. Before beginning roofing work, provide a copy of meeting notes and action items to all attending parties. Note action items requiring resolution prior to start of roof work.

SECTION 07 52 00 Page 7

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

Deliver materials in manufacturers' original unopened containers and rolls with labels intact and legible. Mark and remove wet or damaged materials from the site. Where materials are covered by a referenced specification, the container must bear the specification number, type, and class, as applicable. Deliver materials in sufficient quantity to allow work to proceed without interruption.

1.5.2 Storage

Protect materials against moisture absorption and contamination or other damage. Avoid crushing or crinkling of roll materials. Store roll materials on end on clean raised platforms or pallets one level high in dry locations with adequate ventilation, such as an enclosed building or closed trailer. Do not store roll materials in buildings under construction until concrete, mortar, and plaster work is finished and dry. Maintain roll materials at temperatures above 50 degrees F for 24 hours immediately before application. Do not store materials outdoors unless approved by the

Contracting Officer. Completely cover felts stored outdoors, on and off roof, with waterproof canvas protective covering. Do not use polyethylene sheet as a covering. Tie covering securely to pallets to make completely weatherproof. Provide sufficient ventilation to prevent condensation. Do not store more materials on roof than can be installed the same day and remove unused materials at end of each days work. Distribute materials temporarily stored on roof to stay within live load limits of the roof construction.

Maintain a minimum distance of 35 foot for all stored flammable materials, including materials covered with shrink wraps, craft paper and/or tarps from all torch/welding applications.

Immediately remove wet, contaminated or otherwise damaged or unsuitable materials from the site. Damaged materials may be marked by the Contracting

Officer.

1.5.3 Handling

Prevent damage to edges and ends of roll materials. Do not install damaged materials in the work. Select and operate material handling equipment to prevent damage to materials or applied roofing.

1.6 ENVIRONMENTAL REQUIREMENTS

Do not install roofing system when air temperature is below 40 degrees F, during any form of precipitation, including fog, or when there is ice, frost, moisture, or any other visible dampness on the roof deck. Follow manufacturer's printed instructions for Cold Weather Installation.

1.7 MODIFIED BITUMEN MEMBRANE SAFETY

1.7.1 Property Protection

Take all precautions necessary to prevent ignition of combustible materials during of roofing. Immediately call the fire department if a fire

SECTION 07 52 00 Page 8 commences. Review all fire safety procedures as outlined at the pre-roofing conference.

Provide a minimum of two 2.65 gallon containers of water and two fully charged minimum 20 pound CO2 dry chemical fire extinguishers in separate, easily accessible locations on the roof and within 30 foot<MET>3.048 meters</MET> of each area at all times.

Comply with the following safety procedures:

a. Do not use flammable liquids with a flash point below 100 degrees

F. (gasoline and similar products) for cleaning purposes.

All crew-members must wear correct personal protective equipment (PPE), including, but not limited to the following items:

e. OSHA and ASSE/SAFE Z87.1 approved face shields, goggles and/or safety glasses to be worn during torching and any other applicable roofing functions.

f. OSHA and ANSI approved hard hats.

1.8 SEQUENCING

Coordinate the work with other trades to ensure that components which are to be secured to or stripped into the roofing system are available and that permanent flashing and counter flashing, per NRCA Details, and are installed as the work progresses. Ensure temporary protection measures are in place to preclude moisture intrusion or damage to installed materials.

Coordinate roofing operations with insulation work so that all roof insulation applied each day is covered with roof membrane installation the same day.

1.10 WARRANTY

Provide roof system material and workmanship warranties meeting specified requirements. Provide revision or amendment to standard membrane manufacturer warranty as required to comply with the specified requirements.

1.10.1 Roof Membrane Manufacturer Warranty

Furnish the roof membrane manufacturer's 20-year no dollar limit roof system materials and installation workmanship warranty, including flashing, insulation in compliance with [ASTM C 1289], and accessories necessary for a watertight roof system construction. Provide warranty directly to the

Government and commence warranty effective date at time of Government's acceptance of the roof work. The warranty must state that:

a. If within the warranty period the roof system, as installed for its intended use in the normal climatic and environmental conditions of the facility, becomes non-watertight, shows evidence of moisture intrusion within the assembly, blisters, splits, tears, delaminates, separates at the seams, or shows evidence of excessive weathering due to defective materials or installation workmanship, the repair or replacement of the defective and damaged materials of the roof system assembly and correction of defective workmanship are the responsibility of the roof membrane manufacturer. All

SECTION 07 52 00 Page 9 costs associated with the repair or replacement work are the responsibility of the roof membrane manufacturer, this includes all metal copings.

b. When the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification, emergency temporary repairs performed by others does not void the warranty.

c. Damage to the roofing system caused by sustained winds calculated by engineers designed wind loads or less is covered by the warranty.

d. Upon completion of installation, and acceptance by the Contracting

Officer, Architect, Construction Manager and Roofing System

Engineer of Record, the manufacturer must supply the appropriate warranty to the Owner.

e. Installer must submit a minimum two year warranty to the membrane manufacturer from the date of acceptance, with a copy to the

Contracting Officer, HAFB Architect, Construction Manager and

Roofing System Engineer of Record.

1.10.2 Roofing System Installer Warranty

The roof system installer must warrant for a period of not less than two years that the roof system, as installed, is free from defects in installation workmanship, to include the roof membrane, flashing, insulation, accessories, attachments, and sheet metal installation integral to a complete watertight roof system assembly. Make warranty directly to the Government. Correction of defective workmanship and replacement of damaged or affected materials are the responsibility of the roof system installer. All costs associated with the repair or replacement work are the responsibility of the installer.

1.10.3 Continuance of Warranty

Repair or replacement work, ARMA 410BUR88, ARMA 460LSR97 that becomes necessary within the warranty period must be approved, as required, and accomplished in a manner so as to restore the integrity of the roof system assembly and validity of the roof membrane manufacturer warranty for the remainder of the manufacturer warranty period.

1.11 CONFORMANCE AND COMPATIBILITY

The entire roofing and flashing system must be in accordance with specified and indicated requirements, including fire and wind resistance (ANSI/SPRI

ES-1) requirements. Work not specifically addressed and any deviation from specified requirements must be in general accordance with recommendations of the NRCA Roofing and Waterproofing Manual, membrane manufacturer published recommendations and details, and compatible with surrounding components and construction. Submit any deviation from specified or indicated requirements to the Contracting Officer for approval prior to installation.

2.1 MODIFIED BITUMEN SHEETS AND FIBERGLASS FELT MATERIALS

SECTION 07 52 00 Page

Furnish a combination of specified materials that comprise the modified bitumen manufacturer's standard system of the number and type of plies specified. Materials provided must be suitable for the service and climatic conditions of the installation. Modified bitumen sheets must be watertight and visually free of pinholes, particles of foreign matter, non-dispersed raw material, factory splices, or other conditions that might affect serviceability. Polymer modifier must comply with ARMA PMBRG98 and be uniformly dispersed throughout the sheet. Edges of sheet must be straight and flat.

Field of Roof:

a. SBS Base Sheet: [ASTM D 6162], minimum 2.0 mm (80 mils) thick.

1. Tensile Strength (ASTM D5147)

a. 2 in/min. @ 73.4 +/- 3.6 deg F MD 500 lbf/in XD 550 bf/in

2. Tear Strength (ASYTM D5147)

a. 2 in/min. @ 73.4 +/- 3.6 deg F MD 900 lbf XD 950 lbf

3. Elongation, ASTM 5147 4.0% XD 4.0%

4. Low Temperature Flex, ASTM 5147 -30 F.

5. Post Consumer recyclability minimum of 15%

b. SBS Granular Cap Sheet: ASTM D 6162; Type III, Grade [G], minimum

160 mils thick at selvage edge.

1. Tensile Strength (ASTM D5147)

a. 2 in/min. @ 73.4 +/- 3.6 deg F MD 700 lbf/in XD 750 bf/in

2. Tear Strength (ASYTM D5147)

a. 2 in/min. @ 73.4 +/- 3.6 deg F MD 1300 lbf XD 1400 lbf

3. Elongation MD 6.0% XD 6.0%

4. Low Temperature Flex -30 F.

5. Post Consumer recyclability minimum of 5%

6. Pre Consumer recyclability minimum of 1%

7. Rapidly renewable content minimum of 2%

8. REFLECTIVITY, ASTM C 1549: 70%

2.2 MATERIAL COMPATIBILITY

Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required. As demonstrated by roofing manufacturer based on testing and field experience.

2.3 ROOFING SYSTEM DESSIGN

Provide membrane roofing system certification signed and sealed by a professional engineer licensed in the state in which installation is to take place. Report to provide evidence submitted system meets base guideline design and performance criteria.

2.4 BASE FLASHING MEMBRANE

Membrane manufacturer's standard, minimum two-ply modified bitumen membrane flashing system compatible with the roof membrane specified and as recommended in membrane manufacturer's published literature. Flashing membranes must meet or exceed the properties of the material standards specified for the modified bitumen base and cap sheet, except that flashing membrane thickness must be as recommended by the membrane manufacturer.

2.5 HOT-APPLIED MEMBRANE ADHESIVE: SBS ROOFING

ASTM D312, Type III steep asphalt having the following characteristics:

a. Softening Point 185 F – 205 F

b. Flash Point 500 F

c. Penetration @ 77 F, 15-35 jnits

d. Flash point ASTM D93 400 F degree minimum

Heat and apply bitumen in accordance with EVT Methods as recommended by

NRCA. Do not raise temperature above minimum normal fluid-holding temperature necessary to attain EVT (plus 5 F at point of application) more than one (1) hour prior to time of application. Determine flash point, finished blowing temperature, EVT and fire-safe handling temperature of bitumen either from information by manufacturer or by suitable test. Do not exceed recommended temperature limits during bitumen heating. Do not heat to a temperature higher than twenty five (25) degrees below flash point. Discard bitumen that has been held at temperature exceeding FBT for more than three (3) hours. Keep kettle lid closed except when adding bitumen.

2.7 MEMBRANE SURFACING

Provide modified bitumen roof membrane cap sheet with factory-applied granule surfacing of color as selected from membrane manufacturer's standard colors.

2.8 PRIMER

ASTM D 41, or other primer compatible with the application and as approved in writing by the modified bitumen membrane manufacturer.

2.9 MODIFIED BITUMEN ROOF CEMENT

ASTM D 4586, Type II for vertical surfaces, Type I for horizontal surfaces, compatible with the modified bitumen roof membrane and as recommended by the modified bitumen membrane manufacturer. All roof cement applications must be aluminized 10 days after application.

2.10 ROOF INSULATION

see section 07 22 00

2.11 CANT AND TAPERED EDGE STRIPS

Provide standard cants and tapered edge strips of perlite conforming to ASTM

C 728 the same material as the roof insulation or when roof insulation material is not available, provide pressure preservative treated wood, wood fiberboard, or rigid perlite board cants and edge strips as recommended by the manufacturer, treated with bituminous impregnation, sizing, or waxing and fabricated to provide maximum 45 degree change in direction of membrane.

Cant strips must be minimum 1-1/2 inch thick and provide for minimum 5 inch face and 3-1/2 inch vertical height when installed at 45 degree face angle.

Taper edge strips at a rate of one to 1-1/2 inch per foot to a minimum of

1/8 inch of thickness. Provide kiln-dried preservative-treated wood cants, in compliance with requirements of UFGS Section 06 10 00 ROUGH CARPENTRY at base of wood nailers set on edge and wood curbing and where otherwise indicated.

2.12 FASTENERS AND PLATES

Provide coated, corrosion-resistant fasteners as recommended by the modified bitumen sheet…