3._SOW_-_TKWR182303-BOUND.PDF

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TKWR182303 Pt Borinquen Multiple Facilities Repairs
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W912LR-R-5002
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Statement of Work - SOW

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TECHNICAL PROVISIONS

FROM:

156th AW/MSG BASE CIVIL ENGINEER

PUERTO RICO AIR NATIONAL GUARD

CAROLINA, PUERTO RICO

REPAIR BUILDINGS 1, 6, 7, 11, 13, 31, 33 & 35 INT/EXT and ERIMETER FENCE

PROJECT NO. TKWR182303

FOR:

156th AW/MSG CONTRACTING OFFICER

PUERTO RICO AIR NATIONAL GUARD

CAROLINA, PUERTO RICO

TECHNICAL PROVISIONS

REPAIR BUILDINGS 1, 6, 7, 11, 13, 31, 33 & 35 INT/EXT and PERIMETER FENCE

PROJECT NO. TKWR182303

GENERAL INDEX

SECTION CONTENTS PAGE NO.

A Work to be done 3 B Specifications 3 C Scope of work 4 D Special Considerations 5 E Location of the works 5 F Special Instructions to Contractor 6 G Submittal List 7 H Invoice Requirement 7 I Closeout Documentation 7 J Existing Conditions 7 Appendix A – BLDG 1 Exterior / Interior

Appendix B – BLDG 6 Exterior / Interior Appendix C – BLDG 7 Exterior / Interior Appendix D – BLDG 13 Exterior / Interior Appendix E – BLDG 31 Interior Appendix F – BLDG 33 Interior Appendix G – BLDG 35 Interior Appendix H - Perimeter Fence drawings

Specifications

A. WORK TO BE DONE:

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.

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.

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.

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. A partial list is presented at the end of this document and in the Standard Design Criteria. 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 with this statement of work and shall be utilized when relevant.

SECTION 07 31 13 ASPHALT SHINGLES

SECTION 32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

SECTION 07 57 13 - SPRAYED POLYURETHANE FOAM (SPF) ROOFING

SECTION 07 60 00 – FLASHING & SHEET METAL

SECTION 08 11 13 - STEEL DOORS & FRAMES

SECTION 08 39 54 – BLAST RESISTANT DOORS

SECTION 08 71 00 - DOOR HARDWARE

SECTION 08 91 00 – LOUVERS

SECTION 09 22 00 – SUPPORTS FOR GYPSUM WALL BOARD & PLASTER

SECTION 09 51 00 – ACOUSTICAL CEILINGS

SECTION 09 72 00 – WALL COVERINGS

SECTION 09 90 00 – PAINTS & COATINGS

SECTION 26 00 00.00 20 – BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 26 05 00.00 40 – COMMON WORK RESULTS FOR ELECTRICAL

SECTION 26 05 13.00 40 – MEDIUM-VOLTAGE CABLES

http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-07-57-13 https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-07-57-13

SECTION 26 20 00 – INTERIOR DISTRIBUTION SYSTEM

SECTION 26 51 00 – INTERIOR LIGHTING

SECTION 26 56 00 – EXTERIOR LIGHTING

C. SCOPE OF WORK:

See the list below of interior and exterior repairs required at the below mentioned facilities.

BUILDING 1

Provide lump sum price for interior and exterior renovations.

Remove and replace acoustical ceiling tiles in RM 154 (2), RM 115 (1), RM 113 (4), RM 118 (1), RM 117 (2), Female Restroom (1), Building Connector Hall (1), Main Hall between RMS 150/130, TDC Room (2), Operations Center (3), Entry vestibule (5), and SAT COMM RM (5) with like kind as shown in Appendix A INT drawing.

Replace lights in RM 113, RM 118, and Entry Vestibule (2) as shown in Appendix A INT drawing and per specification SECTION 26 51 00 – INTERIOR LIGHTING included with this statement of work.

Prepare and paint walls on the north and south side of the shops (1200 SF – contractor shall field verify and prepare/paint actual area) see APPENDIX A – INT drawing.

Seal 2 windows in RM 108 as shown in Appendix A INT drawing.

Remove and replace cement board (130 ft – contractor shall field verify and remove/replace actual length) drip edge and (32 SF – contractor shall field verify and replace actual dimensions) siding panel with like kind and paint to match for locations shown on Appendix A EXT drawing.

Remove and replace (80 ft – contractor shall field verify and remove/replace actual length) drip edge along the training room south side between the metal wall panel and the concrete wall and seal to stop all leaks coming in this wall as depicted on Appendix A INT drawing.

BUILDING 7 (Former Radar Dome Tower) Provide lump sum price for interior and exterior renovations.

Remove catwalk around tower (160 ft long or 500 SF – contractor shall field verify actual measurement and remove actual length). Reseal wall where catwalk is removed using a silicone coating top coat per the attached specification

SECTION 07 57 13 - SPRAYED POLYURETHANE FOAM (SPF) ROOFING.

Remove and replace 10 ceiling tiles in 2nd level office with like kind.

Reseal all roof membrane seams below dome to restore water tightness.

Replace water damaged plywood flooring on the 2nd level.

BUILDING 6 (Active Radar Dome Tower) Provide lump sum price for interior and exterior renovations.

Remove and replace south side door and frame per specification SECTION 08 39

54 – BLAST RESISTANT DOORS.

Remove and replace 4 exterior lights with similar type with LED bulbs that are approximately 4,000 lumen capacity.

Remove and replace north side door and frame per specification SECTION 08 39

54 – BLAST RESISTANT DOORS.

Remove and replace aluminum exterior ladder fall cage 3 ft diameter x 35 ft long (contractor shall field verify actual dimensions and remove and replace actual ladder with equivalent dimensions).

Reseal all the exterior walls using a silicone coating top coat per the attached specification SECTION 07 57 13 - SPRAYED POLYURETHANE FOAM (SPF) ROOFING (9,000 SF – contractor shall field verify and reseal actual dimension of wall).

Remove and replace double man door, door frame, and hardware on the south side to include a threshold using the attached specification SECTION 08 39 54 –

BLAST RESISTANT DOORS.

Replace partition wall panels and ceiling on the 2nd level access with new mold and water resistant partition wall panels and ceiling. Mud, tape, and finish walls and paint (2 coats) with color matching existing panel color.

Repair/replace weather stripping on north double door to seal leaks.

Remove and replace 2 lights per specification SECTION 26 51 00 – INTERIOR

LIGHTING and 5 ceiling tiles in 2nd level office with like kind.

Replace 25 ceiling tiles with like kind.

Remove and replace carpet from the 3rd level work area with slip and water resistant rubberized floor tiles. Replace any cove base that need to be removed to demolish the carpet and add the new tiles.

Seal holes and joint at dome to building transition.

BUILDING 13

Provide lump sum price for interior and exterior renovations.

Remove and replace 4 exterior lights and 1 light sensor with like kind.

Repair (260 ft – contractor shall field verify and repair actual length) of perimeter edge flashing between the wall panels and concrete wall as shown in Appendix D drawing with stainless steel flashing.

Remove and replace 12 ft x 14 ft roll-up door, door frame, and motor with like kind (contractor shall field verify and replace actual door size).

Remove and replace personnel door, door frame, and hardware with like kind (see

SECTION 08 39 54 – BLAST RESISTANT DOORS).

Inspect and repair damage to building fire alarm.

Remove and replace 2 interior fluorescent light fixtures with like kind per specification SECTION 26 51 00 – INTERIOR LIGHTING as shown in Appendix D.

Inspect and repair other lights to ensure they are fully operational.

Remove existing wall insulation and replace with minimum 1 inch thick rigid insulation board for the full height of the walls.

BUILDING 31

Provide lump sum price for interior renovations.

Remove and replace 3 acoustical ceiling tiles.

BUILDING 33

Provide lump sum price for interior renovations.

Remove and replace acoustical ceiling tiles in RM 102 (10), RM 108 (20), and RM 114 (15).

Remove and replace gypsum ceiling in the men’s bathroom and perform mold remediation for the bathroom ceiling and walls and using a containment for this area per below and per the UFGS-02 85 00.00 20 MOLD REMEDIATION specification found on the Whole Building Design Guide Website.

Full Containment for Mold Remediation: Full containment is recommended for the cleanup of mold-contaminated surface areas greater than 100 ft2 or in any situation in which it appears likely that the occupant space would be further contaminated without full containment. Double layers of polyethylene should be used to create a barrier between the moldy area and other parts of the building. A decontamination room or airlock should be constructed for entry into and exit from the remediation area. The entryways to the airlock from the outside and from the airlock to the main containment area should consist of a slit entry with covering flaps on the outside surface of each slit entry. The chamber should be large enough to hold a waste container and allow a person to put on and remove PPE. All supply and air vents, doors, chases, and risers within the containment area must be sealed with polyethylene sheeting to minimize the migration of contaminants to other parts of the building. The containment area must be maintained under negative pressure relative to surrounding areas. This will ensure that contaminated air does not flow into adjacent areas. This can be done with a high-efficiency particular air (HEPA)-filtered fan unit exhausted outside of the building. All contaminated PPE, except respirators, should be placed in a sealed bag while in this chamber. Respirators should be worn until remediators are outside the decontamination chamber (e.g., airlock). PPE must be worn throughout the final stages of HEPA vacuuming and damp-wiping of the contained area. PPE must also be worn during HEPA vacuum filter changes or cleanup of the HEPA vacuum. The surfaces of all objects removed from the containment area and the containment area itself should be “wet” cleaned and HEPA vacuumed prior to reoccupancy.

Remove and replace lights in (1) Men’s Bathroom and (3) AGE Covered Storage per specification SECTION 26 51 00 – INTERIOR LIGHTING.

Clean and resurface the VCT in RM 108, replace 30 ft of vinyl base.

Prepare wall surface and paint RM 108 exterior south wall (270 SF – contractor shall field verify and prep/paint actual dimensions). Test existing paint for lead based paint and take appropriate precautions if lead based paint is found.

Repair louvers in RM108 and AGE Covered Storage see APPENDIX D – INT.

Patch concrete wall below louver in AGE Covered Storage.

Replace electrical panel cover on the north side of the building.

BUILDING 35

Provide lump sum price for interior & exterior renovations.

Remove and replace acoustical ceiling tiles in RM 4 (2), and RM 6 (15).

Seal windows and frames in RM 4, 6, 7, and 9.

Remove and replace weather stripping on west door.

Remove and replace all VCT flooring throughout building.

PERIMETER FENCE

Provide lump sum price for the repair of the perimeter fence see APPENDIX H for more information.

Remove and replace (1500 ft) of the oldest rusted out or damaged C-wire along the perimeter fence as depicted in Appendix H.

Remove and replace (150 ft) of 3 strand barbed wire along and adjacent to the main entry gate as depicted in Appendix H.

BUILDING 11 and vicinity Provide lump sum price for repairs near Bldg 11.

Repair broken fence gate at exterior of Bldg 11 storage area.

Repair/replace bent metal stand supporting an electrical panel between Bldg 11 and Bldg 13.

Remove and wood chip turned up tree stump near Bldg 11.

Repair concrete manhole slab or replace as needed with equal. Restore communications cabling and electrical cabling beneath manhole slab and their manholes to working condition.

D. SPECIAL CONSIDERATIONS:

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.

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:

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. Worker Compensation Insurance Certificate

3. See attached and referenced specification sections for additional submittals

H. INVOICE REQUIREMENTS:

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

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:

Contractor workmanship warranty letter up to 1 year.

Manufacturer warranty letter up to 10 years.

Recycling or landfill proof of disposition document.

Contractor certificates of no debts to suppliers and vendors.

Commissioning and acceptance of system.

J. EXISTING CONDITIONS: as of 13-NOV-2017

High Winds sustained by Hurricane Maria facilities all over the base including roofs, water damage, doors, etc.

Debris from the storm was deposited across the base.

FLOOR PLAN BLDG. NO. 1

UPPER LEVER FLOOR PLAN BLDG NO. 1

LOWER LEVER FLOOR PLAN BLDG. NO. 1

AC/W OPERATIONS FACILITY BUILDING - BLDG NO. 1

COMMUNICATIONS ELECTRONICS TRAINING FACILITY

MESSHALL

TRAINING ROOM

ADMIN

CONFERENCE

SITE OFFICE

MECHANICAL ROOM

TRAINING ROOM

MECH.

JOB CONTROL

ROOM

Area: 589.0 s.f.

CONFERENCE AREA

Q A

CHIEF OF MAINT.

STORAGE

OFFICE

Area: 97.0 s.f.

Area: 220.0 s.f.

Area: 589.0 s.f.

INTEL

Area: 445.0 s.f.

COMM. SEC.

Area: 175.0 s.f.

COMM. SEC.

Area: 115.0 s.f.

SUPERINTENDANT

Area: 105.0 s.f.

TECH CONTROL

Area:209.0 s.f.

DIRECTOR OF

OPERATIONS

Area: 220.0 s.f.

OPS

STAN EVAL

Area: 90.0 s.f.

STAN EVAL

Area: 231.0 s.f.

VAULT ROOM

Area: 87.0 s.f.

COMM. SUP.

OFFICE

Area: 121.0 s.f.

Area: 245.0 s.f.

Area: 223.0 s.f.

Area: 317.0 s.f.

Area: 189.0 s.f.

Area: 774.0 s.f.

CONFERENCE

ROOM

Area: 112.0 s.f.

TRANSF. RM

Area:209.0 s.f.

EXAM

ROOM

Area: 89.0 s.f.

TREATMENT

MEDICAL

Area: 107.0 s.f.

R

O O

M

A r e a s f

T E

L

TEST CONTROL

FAC.

Area: 159.0 s.f.

WAITING

AREA

Area: 62.0 s.f.

STORAGE

Area: 82.0 s.f.

OFFICE

Area: 84.0 s.f.

COMPUTER MAINT. SHOP

Area: 589.0 s.f.

STORAGE

Area: 85.0 s.f.

SUP OFFICE

Area: 80.0 s.f.

O

M

E L

E C

T R

I C

WIDE BAND OFFICE

Area: 253.0 s.f.

SUPERVISOR

STORAGE

Area: 83.0 s.f.

A r e a f

STORAGE

Area: 75.0 s.f.

RADIO MAINT SHOP

Area: 253.0 s.f.

SUP OFFICE

Area: 80.0 s.f.

STORAGE

Area: 75.0 s.f.

Area: 84.0 s.f.

SAT COMM.

RADIO WIDE BAND SHOP

Area: 231.0 s.f.

ESD STORAGE

Area: 113.0 s.f.

ELECTRIC RM.

Area: 53.0 s.f.

RADIO SHOP

Area: 235.0 s.f.

STORAGE

Area: 82.0 s.f.

RADIO EQUIP.

EQUIP. STOR.

JANITOR RM

Area: 22.0 s.f.

MALE

Area: 115.0 s.f.

FEMALE

Area: 76.0 s.f.

MOBILITY

Area: 128.0 s.f.

PERSONEL

Area: 95.0 s.f.

FIRST SERGEANT

Area: 116.0 s.f.

TRAINING SYSTEM

MAN

Area: 144.0 s.f.

COMM MAINTENANCE SHOP

Area: 618.0 s.f.

MALE

Area: 138.0 s.f.

FEMALE

Area: 152.0 s.f.

STORAGE

Area: 78.0 s.f.

RADIO

Area: 235.0 s.f.

ADMIN

Area: 226.0 s.f.

SUPPLY OFFICE

Area: 131.0 s.f.

POWER OFFICE

Area: 173.0 s.f.

STORAGE

Area: 154.0 s.f.

COMP SUPPLY

Area: 141.0 s.f.

CLOSET

A: 25.0 s.f.

UNISEX

A: 75.0 s.f.

OFFICE

Area: 826.0 s.f.

A: 95.0 s.f.

STORAGE

STORAGE

Area: 72.0 s.f.

EMPTY ROOM

Area: 106.0 s.f.

ELECTRIC RM

Area: 55.0 s.f.

STORAGE

Area: 58.0 s.f.

FRIDGE 1

Area: 48.0 s.f.

FRIDGE 2

Area: 48.0 s.f.

SUPERVISOR OFFICE

Area: 220.0 s.f.

SAT COMM. TRNG ROOM

Area: 216.0 s.f.

EQUIPMENT STORAGE

Area: 430.0 s.f.

TDC ROOM

Area: 967.0 s.f.

RADIO OFF.

Area: 77.0 s.f.

UNISEX

A: 24.0 s.f.

C O

M

A r e a f

Area: 89.0 s.f.

Area: 88.0 s.f.

Area:99.59 s.f.

KNOWLEDGE

OPS MANAGER

CORRIDOR

Area: All Building 3793.33 s.f.

CORRIDOR

Area: 92.44 s.f.

DISA

WARRIORS DEN

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Mitch Text Box N

Mitch Text Box N

Mitch Line

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Mitch Text Box 139A

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Mitch Text Box 139A

Mitch Text Box 139B

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Mitch Text Box

Mitch Text Box

Mitch Text Box

Mitch Text Box

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Mitch Text Box 133B

Mitch Text Box 133A

Mitch Text Box

Mitch Text Box

Mitch Text Box 119B

Mitch Text Box 119A

Mitch Text Box

Mitch Text Box

Mitch Text Box

Mitch Text Box

Mitch Text Box

Mitch Text Box

Mitch Text Box

Mitch Text Box 111C

Mitch Text Box 111D

Mitch Text Box 111B

Mitch Text Box 111A

Mitch Text Box

Mitch Text Box 104/106

Mitch Text Box

Mitch Text Box

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Mitch Text Box

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Mitch Text Box Replace cement board drip edge/siding

Mitch Rectangle

Mitch Line

Mitch Text Box

APPENDIX A - EXT

BLDG 1

Mitch Line

Mitch Polygonal Line

Line

FLOOR PLAN BLDG. NO. 1

UPPER LEVER FLOOR PLAN BLDG NO. 1

LOWER LEVER FLOOR PLAN BLDG. NO. 1

AC/W OPERATIONS FACILITY BUILDING - BLDG NO. 1

COMMUNICATIONS ELECTRONICS TRAINING FACILITY

MESSHALL

TRAINING ROOM

ADMIN

CONFERENCE

SITE OFFICE

MECHANICAL ROOM

TRAINING ROOM

MECH.

JOB CONTROL

ROOM

Area: 589.0 s.f.

CONFERENCE AREA

Q A

CHIEF OF MAINT.

STORAGE

OFFICE

Area: 97.0 s.f.

Area: 220.0 s.f.

Area: 589.0 s.f.

INTEL

Area: 445.0 s.f.

COMM. SEC.

Area: 175.0 s.f.

COMM. SEC.

Area: 115.0 s.f.

SUPERINTENDANT

Area: 105.0 s.f.

TECH CONTROL

Area:209.0 s.f.

DIRECTOR OF

OPERATIONS

Area: 220.0 s.f.

OPS

STAN EVAL

Area: 90.0 s.f.

STAN EVAL

Area: 231.0 s.f.

VAULT ROOM

Area: 87.0 s.f.

COMM. SUP.

OFFICE

Area: 121.0 s.f.

Area: 245.0 s.f.

Area: 223.0 s.f.

Area: 317.0 s.f.

Area: 189.0 s.f.

Area: 774.0 s.f.

CONFERENCE

ROOM

Area: 112.0 s.f.

TRANSF. RM

Area:209.0 s.f.

EXAM

ROOM

Area: 89.0 s.f.

TREATMENT

MEDICAL

Area: 107.0 s.f.

O

M

A r e a f

T E

L

TEST CONTROL

FAC.

Area: 159.0 s.f.

WAITING

AREA

Area: 62.0 s.f.

STORAGE

Area: 82.0 s.f.

OFFICE

Area: 84.0 s.f.

COMPUTER MAINT. SHOP

Area: 589.0 s.f.

STORAGE

Area: 85.0 s.f.

SUP OFFICE

Area: 80.0 s.f.

O

M

E L

E C

T R

I C

WIDE BAND OFFICE

Area: 253.0 s.f.

SUPERVISOR

STORAGE

Area: 83.0 s.f.

A r e a f

STORAGE

Area: 75.0 s.f.

RADIO MAINT SHOP

Area: 253.0 s.f.

SUP OFFICE

Area: 80.0 s.f.

STORAGE

Area: 75.0 s.f.

Area: 84.0 s.f.

SAT COMM.

RADIO WIDE BAND SHOP

Area: 231.0 s.f.

ESD STORAGE

Area: 113.0 s.f.

ELECTRIC RM.

Area: 53.0 s.f.

RADIO SHOP

Area: 235.0 s.f.

STORAGE

Area: 82.0 s.f.

RADIO EQUIP.

EQUIP. STOR.

JANITOR RM

Area: 22.0 s.f.

MALE

Area: 115.0 s.f.

FEMALE

Area: 76.0 s.f.

MOBILITY

Area: 128.0 s.f.

PERSONEL

Area: 95.0 s.f.

FIRST SERGEANT

Area: 116.0 s.f.

TRAINING SYSTEM

MAN

Area: 144.0 s.f.

COMM MAINTENANCE SHOP

Area: 618.0 s.f.

MALE

Area: 138.0 s.f.

FEMALE

Area: 152.0 s.f.

STORAGE

Area: 78.0 s.f.

RADIO

Area: 235.0 s.f.

ADMIN

Area: 226.0 s.f.

SUPPLY OFFICE

Area: 131.0 s.f.

POWER OFFICE

Area: 173.0 s.f.

STORAGE

Area: 154.0 s.f.

COMP SUPPLY

Area: 141.0 s.f.

CLOSET

A: 25.0 s.f.

UNISEX

A: 75.0 s.f.

OFFICE

Area: 826.0 s.f.

A: 95.0 s.f.

STORAGE

STORAGE

Area: 72.0 s.f.

EMPTY ROOM

Area: 106.0 s.f.

ELECTRIC RM

Area: 55.0 s.f.

STORAGE

Area: 58.0 s.f.

FRIDGE 1

Area: 48.0 s.f.

FRIDGE 2

Area: 48.0 s.f.

SUPERVISOR OFFICE

Area: 220.0 s.f.

SAT COMM. TRNG ROOM

Area: 216.0 s.f.

EQUIPMENT STORAGE

Area: 430.0 s.f.

TDC ROOM

Area: 967.0 s.f.

RADIO OFF.

Area: 77.0 s.f.

UNISEX

A: 24.0 s.f.

C O

A r e a f

Area: 89.0 s.f.

Area: 88.0 s.f.

Area:99.59 s.f.

KNOWLEDGE

OPS MANAGER

CORRIDOR

Area: All Building 3793.33 s.f.

CORRIDOR

Area: 92.44 s.f.

DISA

WARRIORS DEN

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ROOM NOTES:

RM 154

Replace (2) C.T.

RM 115

Replace (1) C.T.

RM 113

Replace (4) C.T.

Replace (1) light Building Connector/Hall Replace (1) C.T.

RM 118

Replace (1) C.T.

Replace light (1)

RM 117

Replace (2) C.T.

Female Restroom Replace (1) C.T.

Main Hall BTWN 150/130 Replace (2) C.T.

UPPER LEVEL & LOWER LEVEL ROOM NOTES:

TDC ROOM

Replace (2) C.T.

OPERATIONS CENTER

Replace (3) C.T.

Clean VCT

SUPERVISORS OFFICE

Replace (5) C.T.

ENTRY VESTIBULE

Replace (5) C.T.

Replace (2) Lights

SAT COMM. RM

Replace (5) C.T.

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Seal Window

Paint wall

Replace light

Repair leak at basement wall

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APPENDIX A - INT

BLDG 1

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

156TH AIRLIFT WING - PRANG

FIRST FLOOR PLAN

SUPPORTING FACILITIES RADAR TOWER

AN/FPS-90

BLDG. NO. 6

SECOND FLOOR PLAN

PUNTA BORINQUEN AGUADILLA

141st TACTICAL CONTROL SQUADRON

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Mitch Text Box Remove/replace door

Remove carpet & replace w/ rubber floor 3rd Flr

Reseal exterior perimeter around dome to wall transition

Reseal all exterior sides

Remove/replace light

Remove/replace fall cage

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APPENDIX B - INT/EXT

BLDG 6

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156TH AIRLIFT WING - PRANG

FIRST FLOOR PLAN

SUPPORTING FACILITIES RADAR TOWER

AN/FPS-64

BLDG. NO. 7

SECOND FLOOR PLAN

THIRTH FLOOR PLAN

PUNTA BORINQUEN AGUADILLA

141st TACTICAL CONTROL SQUADRON

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Reseal interior roof parameter to dome to be watertight

Replace (5) C.T.

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APPENDIX C - INT/EXT

BLDG 7

L R RIVERA

R. MATTEI

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

LT E B RADA

LT. E.B. RADA

APPROVED

TRACED BY

CHECKED BY

DESIGN BY

DRAWN BY

MOBILITY STORAGE WAREHOUSE

SHEET

OF

PRANG.

156TH AIRLIFT WING - PRANG

BLDG. NO.13

ANG CIVIL ENGINEER

SUBMITTED

SCALE

ANG COMMANDER

AS SHOWN

ANG NO.

DATE

60'-0"

8"8" 22'-4"

14'-0" 4'-0"

20'-0" 20'-0" 20'-0"

3'-3" 15'-1"

14'-0"

60'-0"

22'-4" 15'-1"4'-0" 3'-3"

20'-0" 20'-0" 20'-0"

8"8"

1 1

PROPOSED LIGHTING DISTRIBUTION PLAN BLDG. NO.13

SCALE 1/8" = 1'-0"

WHS. SUP. & EQUIP. BSE STORAGE

S

S S

SCALE 1/8" = 1'-0"

FLOOR PLAN BLDG. NO.13

S

S

3w

EXISTING ELECTRICAL DISTRIBUTION PLAN BLDG. NO.13

SCALE 1/8" = 1'-0"

3w

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Repair flashing and wall panel at CMU wall around perimeter

Replace roll-up door, track, motor

Replace door, frame, and lock

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APPENDIX D - EXT

BLDG 13

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R. MATTEI

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

LT E B RADA

LT. E.B. RADA

APPROVED

TRACED BY

CHECKED BY

DESIGN BY

DRAWN BY

MOBILITY STORAGE WAREHOUSE

SHEET

OF

PRANG.

156TH AIRLIFT WING - PRANG

BLDG. NO.13

ANG CIVIL ENGINEER

SUBMITTED

SCALE

ANG COMMANDER

AS SHOWN

ANG NO.

DATE

60'-0"

8"8" 22'-4"

14'-0" 4'-0"

20'-0" 20'-0" 20'-0"

3'-3" 15'-1"

14'-0"

60'-0"

22'-4" 15'-1"4'-0" 3'-3"

20'-0" 20'-0" 20'-0"

8"8"

1 1

PROPOSED LIGHTING DISTRIBUTION PLAN BLDG. NO.13

SCALE 1/8" = 1'-0"

WHS. SUP. & EQUIP. BSE STORAGE

S

S S

SCALE 1/8" = 1'-0"

FLOOR PLAN BLDG. NO.13

S

S

3w

EXISTING ELECTRICAL DISTRIBUTION PLAN BLDG. NO.13

SCALE 1/8" = 1'-0"

3w

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Remove wall insulation & install 1" rigid insulation board

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APPENDIX D - INT

BLDG 13

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BLDG. NO. 31

WHSE. SUP EQUIP BSE.

156TH AIRLIFT WING - PRANG

FLOOR PLAN BLDG. NO. 31

NORTH ELEVATION

SOUTH ELEVATION

WEST ELEVATION

EAST ELEVATION

TDC ROOM

Area: 967.0 s.f.

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APPENDIX E - INT

BLDG 31

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

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Repair Louver

Replace gypsum ceiling

Replace light

Patch concrete wall

Repair Electrical Panel

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ROOM NOTES:

RM 102

Replace (10) C.T.

RM 108

Replace (20) C.T.

Patch/Paint Wall 20' Base Clean VCT

RM 114

Replace (15) C.T.

Men's Bathroom Mold Remediation Replace 1 light Replace Gypsum Ceiling AGE Covered Storage Replace lights (3)

APPENDIX F - INT

BLDG 33

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BLDG. NO. 35

SECURITY POLICE OPERATIONS

156TH AIRLIFT WING - PRANG

FLOOR PLAN BLDG. NO. 35

EAST ELEVATION

WEST ELEVATION

NORTH ELEVATION

SOUTH ELEVATION

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Seal Window/Weather striping for door

Paint wall

Remove & replace VCT

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ROOM NOTES:

RM 4

Replace (2) C.T.

Seal window

RM 6

Replace C.T.

Seal Window

RM 7

Seal window

RM 9

Seal Window Hall Weather stripping for door Building General Notes:

Replace damaged VCT

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APPENDIX G - INT

BLDG 35

C O

V E

R E

D

S

T O

R A

G E

EXISTING BUILDINGS (legend)

1 RES FORCES COMM. ELECTRONIC TNG BLDG.

3 ELECTRIC POWER STATION

6 RADOME TOWER BLDG.

7 RADOME TOWER BLDG.

11 VEHICLE MAINTENANCE SHOP

12 ROAD

13 WAREHOUSE SUPPORT & EQUIP. BASE

25 ANT SUPPORT STRUCT

STATE ROAD P.R. - 107

30 VEHICLE FUEL STATION

41 WATER TANK, STORAGE

35 SECURITY POLICE OPERATIONS

33 VEHICLE MAINTENANCE SHOP

32 RECREATION CENTER

31 WAREHOUSE SUPPORT EQUIPMENT BASE

PUNTA BORINQUEN - SITE PLAN

W A

S H

A C

K

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

156TH AIRLIFT WING - PRANG

PUNTA BORINQUEN- RADAR SITE

INSTALLATION MAP

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APPROVED FOR CHIEF

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AIR NATIONAL GUARD BUREAU

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APPROVED

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CHECKED BY

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TRACED BY

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DRAWN BY

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DESIGN BY

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ANG NO.

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SHEET

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OF

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PRANG.

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ANG CIVIL ENGINEER

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SUBMITTED

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SCALE

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ANG COMMANDER

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AS SHOWN

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DATE

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S. REYES

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E. RADA

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LR RIVERA

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LR RIVERA

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Mitch Callout Replace 3 C-wire

Mitch Callout Remove tree from fence

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APPENDIX B - INT/EXT

BLDG 6

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APPENDIX H - PERIMETER FENCE

Oval

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APPENDIX A - EXT

BLDG 1

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APPENDIX H

Perimeter fence

SECTION 07 57 13

SPRAYED POLYURETHANE FOAM (SPF) ROOFING

05/11

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.

AMERICAN INDUSTRIAL HYGIENE ASSOCIATION (AIHA)

AIHA Z88.6 (2006) Respiratory Protection - Respirator Use-Physical Qualifications for Personnel

ASTM INTERNATIONAL (ASTM)

ASTM C177 (2013) Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus

ASTM C273/C273M (2016) Shear Properties of Sandwich Core Materials

ASTM C518 (2015) Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus

ASTM D1621 (2016) Standard Test Method for Compressive Properties of Rigid Cellular Plastics

ASTM D1622/D1622M (2014) Apparent Density of Rigid Cellular Plastics

ASTM D1623 (2009) Tensile and Tensile Adhesion Properties of Rigid Cellular Plastics

ASTM D2126 (2009) Response of Rigid Cellular Plastics to Thermal and Humid Aging

ASTM D2240 (2015) Standard Test Method for Rubber Property - Durometer Hardness

ASTM D2697 (2003; R 2014) Volume Nonvolatile Matter in Clear or Pigmented Coatings

ASTM D2842 (2012) Water Absorption of Rigid Cellular Plastics

ASTM D412 (2016) Standard Test Methods for Vulcanized Rubber and Thermoplastic

Elastomers - Tension

ASTM D5469/D5469M (2012) Application of New Spray Applied Polyurethane Foam and Coated Roofing Systems

ASTM D56 (2016a) Standard Test Method for Flash Point by Tag Closed Cup Tester

ASTM D570 (1998; E 2010; R 2010) Standard Test Method for Water Absorption of Plastics

ASTM D579/D579M (2015) Standard Specification for Greige Woven Glass Fabrics

ASTM D6226 (2010) Standard Test Method for Open Cell Content of Rigid Cellular Plastics

ASTM D624 (2000; R 2012) Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers

ASTM D822 (2013) Filtered Open-Flame Carbon-Arc Exposures of Paint and Related Coatings

ASTM D93 (2016) Standard Test Methods for Flash-Point by Pensky-Martens Closed Cup Tester

ASTM E84 (2016) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E96/E96M (2016) Standard Test Methods for Water Vapor Transmission of Materials

ASTM G154 (2016) Standard Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials

ASTM G155 (2013) Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non-Metallic Materials

FM GLOBAL (FM)

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

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z87.1 (2015) Occupational and Educational Personal Eye and Face Protection Devices

NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

NRCA RoofMan (2011 thru 2014) The NRCA Roofing Manual

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS SCS Global Services (SCS)Indoor Advantage

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning

SPRAY POLYURETHANE FOAM ALLIANCE (SPFA)

SPFA AY-104 (1994; R 2008) Spray Polyurethane Foam Systems for New and Remedial Roofing

UL ENVIRONMENT (ULE)

ULE Greenguard UL Greenguard Certification Program

UNDERWRITERS LABORATORIES (UL)

UL 1256 (2002; Reprint Jul 2013) Fire Test of Roof Deck Constructions

UL 790 (2004; Reprint Jul 2014) Standard Test Methods for Fire Tests of Roof Coverings

UL Bld Mat Dir (2012) Building Materials Directory

1.2 DESCRIPTION OF ROOF SYSTEM

The roofing system shall consist of sprayed in-place polyurethane foam roof insulation covered with a waterproof elastomeric protective coating.

1.2.1 Design Requirements

1.2.1.1 Fire and Wind Uplift

Roofing system over steel deck shall be rated Class 1-90 in accordance with FM APP GUIDE. Ratings from other independent laboratories may be substituted provided that the tests, requirements and ratings are documented to be equivalent, to the satisfaction of the Contracting Officer.

1.2.2 Performance Requirements

The installed roof system shall be watertight; free of defects including foam and coating delamination, blistering, or voids; suitable for the climatic and service conditions of the installation; and shall provide for positive drainage of the roof area.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Spray urethane foam; G

Submit literature including material description, physical properties, recommended storage conditions, Material Safety Data Sheets, and shelf life expiration date.

Protective coating; G

Submit literature including material description, physical properties, recommended storage conditions, Material Safety Data Sheets, and shelf life expiration date.

Primer

Submit literature including material description, physical properties, recommended storage conditions, Material Safety Data Sheets, and shelf life expiration date.

Sealants

Submit literature including material description, physical properties, recommended storage conditions, Material Safety Data Sheets, and shelf life expiration date.

Mineral granules

Submit literature including material description, physical properties, recommended storage conditions, Material Safety Data Sheets, and shelf life expiration date.

Certification

SD-04 Samples

Sprayed polyurethane foam roof system mock-up; G

Sample warranty; G

SD-06 Test Reports

Core sample tests; G

Provide 2 copies of test reports.

SD-07 Certificates

Qualification of Manufacturer; G

Qualification of Applicator; G

SD-08 Manufacturer's Instructions

SPRAY URETHANE FOAM

PROTECTIVE COATING

Polyurethane foam; G

Submit manufacturer's complete application instructions and details, and to include storage, handling, and warnings or precautions on flammability and toxicity. Include manufacturer's written recommendations for primers and for surface preparation of metals, concrete, roofing, and other materials and surface substrates over which sprayed polyurethane foam and coating system will be applied.

Roof coating; G

Submit manufacturer's complete application instructions and details, and to include storage, handling, and warnings or precautions on flammability and toxicity. Include manufacturer's written recommendations for primers and for surface preparation of metals, concrete, roofing, and other materials and surface substrates over which sprayed polyurethane foam and coating system will be applied.

Primers; G

Submit manufacturer's complete application instructions and details, and to include storage, handling, and warnings or precautions on flammability and toxicity. Include manufacturer's written recommendations for primers and for surface preparation of metals, concrete, roofing, and other materials and surface substrates over which sprayed polyurethane foam and coating system will be applied.

Surface preparation; G

Submit manufacturer's complete application instructions and details, and to include storage, handling, and warnings or precautions on flammability and toxicity. Include manufacturer's written recommendations for primers and for surface preparation of metals, concrete, roofing, and other materials and surface substrates over which sprayed polyurethane foam and coating system will be applied.

SD-09 Manufacturer's Field Reports

Daily Log; G

Submit at completion of each day's work. Log shall include a record of each day's wet bulb and dry bulb temperature readings, substrate temperature readings, humidity readings, wind speed, and time of readings, wet film thickness measurements and their location, and quality control inspection observations. Slit and core sample information shall be a part of the daily log. Mark area foamed and locate slit and core samples on roof plan and submit with daily log.

SD-11 Closeout Submittals

Warranty; G

Information Card; G

1.4 QUALITY ASSURANCE

1.4.1 Qualification of Manufacturer

Sprayed polyurethane foam and elastomeric coating products manufacturer shall have a minimum of 10 years experience in the manufacture of polyurethane foam and elastomeric coating products.

1.4.1.1 Manufacturer's Technical Representative

Manufacturer's technical representative shall have a minimum of 10 years experience with sprayed polyurethane roof systems products and installations and be thoroughly familiar with the products to be installed, installation requirements and practices, quality control of the installation, and with any special considerations in the geographical area and climate where construction will take place. The representative shall be available to perform field inspections and attend meetings as specified.

1.4.2 Qualification of Applicator

The roof system applicator shall have prior manufacturer training in the application of sprayed polyurethane foam and coating materials. Applicator shall be certified and approved by the foam and coating manufacturer to apply the specified materials and provide the specified manufacturer warranty. Applicator shall have a minimum of 5 years experience in application of the specified materials and minimum of 10 years experience in the application of sprayed polyurethane foam roof systems. Mechanics applying the foam and coating materials shall have minimum 3 years prior experience in handling and spraying the type of materials specified and spray equipment must be operated by or under the direct full-time supervision of manufacturer-trained personnel. The applicator shall supply the names, locations and client contact information of 5 projects of similar size and scope that the applicator has constructed using the manufacturer's roofing products submitted for this project within the previous three years.

1.4.3 Preroofing Conference

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

a. Drawings and specifications and submittals related to the roof work;

b. Roof system components installation;

c. Procedure for the roof manufacturer's technical representative's onsite inspection and acceptance of the 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 representative;

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

e. Quality control plan for the roof system installation;

f. Property protection measures.

g. Safety requirements.

Preroofing conference scheduling shall be coordinated with the Contracting Officer. The conference shall be attended by the Contractor, the Contracting Officer's designated personnel, personnel directly responsible for the installation of roof system, related sheet metal work, , other trades interfacing with the roof work, and representative of the sprayed polyurethane foam 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.

1.4.4 Foam Roof System Mock-Up

Apply the spray foam roofing system, including the specified elastomeric protective coating, in a designated test area of not less than 50 square feet. Notify the Contracting Officer a minimum of 48 hours prior to the test application. The test area shall include drain and wall and perimeter flashing, as applicable. The applied test system shall conform with applicable roofing details and meet requirements of surface texture, foam adhesion, and adhesion of the roof coating to the foam. Equipment used in the construction shall be used in the application of the test roof system.

1.4.5 Sample Warranty

Submit sample warranty for the complete roof system meeting the specified warranty requirements. Sample warranty shall be submitted and approved by the Contracting Officer prior to commencement of roof work.

1.4.6 Sustainable Design Certification

Product shall be third party certified in accordance with ULE Greenguard Gold, SCS Scientific Certification Systems Indoor Advantage Gold or equal.

Certification shall be performed annually and shall be current.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

Deliver and store materials in sufficient quantity to allow for uninterrupted flow of work. Materials shall be delivered to the jobsite in their original unopened packages, clearly marked with the manufacturer's name, brand name, description of contents, and shelf life of containerized materials.

1.5.2 Storage

Materials shall be stored in clean, dry areas, away from excessive heat, sparks, and open flame. Storage area shall be ventilated to prevent build-up of flammable gases. Maintain temperatures in the storage area below the materials' flash point and within limits recommended by the manufacturer's printed instructions.

1.5.3 Handling

Handle materials and containers during application work safely and in accordance with manufacturer recommendations. Store liquids in airtight containers and keep containers closed except when removing materials. Do not use equipment or containers containing remains of dissimilar materials. Do not expose foam component containers to direct sunlight for periods of time sufficient to cause contents to exceed 80 degrees F. Mark and remove from job site materials which have been exposed to moisture or that exceed shelf life limits. Not more than half the shelf life shall have expired when materials are applied.

1.6 ENVIRONMENTAL CONDITIONS

Do not apply roof system materials during inclement weather or when ice, frost, surface moisture, or visible dampness is present on the surface to be covered, or when precipitation is imminent. Use moisture-measuring methods and equipment as required to verify that the moisture conditions of substrate surfaces are in accordance with roof system materials manufacturer requirements prior to application of foam and coating materials. Substrate temperatures shall be within limits recommended by the manufacturer's printed instructions, unless specified otherwise. Use wind screen protection for all spray applications when wind speeds exceed 10 miles per hour.

1.6.1 Primer

Follow manufacturer's printed application and curing instructions, except that no primer shall be applied when ambient temperature is below 40 degrees F or when ambient temperature is expected to fall below 35 degrees F during drying or curing period. Primer material and color shall be selected to promote proper substrate temperature for sprayed polyurethane foam application.

1.6.2 Sprayed Polyurethane Foam

Suspend foam spraying when wind speeds exceed 25 miles per hour. Do not apply sprayed polyurethane foam if the roof surface temperature is less than 50 degrees F, higher than 130 degrees F, or is less than 5 degrees F above the dewpoint. Relative humidity shall be within limits recommended by the sprayed polyurethane foam manufacturer's printed instructions. Determine the dewpoint at the jobsite prior to and upon completion of each work day unless variable weather conditions require more frequent monitoring. The wet bulb and dry bulb temperatures during application of sprayed polyurethane foam shall be within the ranges recommended by the sprayed polyurethane foam manufacturer. Take wet bulb and dry bulb temperatures at the beginning of foaming, end of foaming, and at 2 hour intervals during foaming. Record each wet bulb and dry bulb temperature reading, substrate temperature, wind speed, humidity, time of reading, and date, and area foamed on a copy of the roof plan and submit with daily log to the Contracting Officer.

1.6.3 Elastomeric Coating

Prior to applying coating, check polyurethane foam with a moisture resistance meter to ensure that foam is dry. Apply roof coating between the temperature ranges of 50 and 110 degrees F, ambient.

1.7 COORDINATION

Roofing operations shall be coordinated with work of other trades to ensure that components are installed as required to permit continuous self-flashing of the sprayed polyurethane foam and protective coating system. The installed roofing system shall be protected from damage.

Damaged areas shall be repaired.

1.7.1 Flashing

Metal flashing guidelines and standards are specified under Section 07 60 00 FLASHING AND SHEET METAL. Provide flashing shop drawing submittal requirements of Section 07 60 00 FLASHING AND SHEET METAL as a part of the submittal requirements of this section.

1.8 WORK SEQUENCE

Schedule the work in order to prevent using newly constructed roofing for storage, walking surface, or material or equipment movement. If access is necessary, protect new roofing surfaces, flashings, and mechanical equipment. Repair damage which does occur and notify the Contracting Officer within 24 hours of the repairs.

1.9 CONTRACTOR'S FOAM SPRAY EQUIPMENT

1.9.1 Applicator

Use an airless foam spray gun of the mechanical, self-cleaning type, that does not require a flushing solvent…

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