W912QR-50297463_NRP02-0000.pdf

Solicitation For Army Reserve National Roofing Program FY25 Task Order 02

P2: 565479 Design-Build

PR013 AGUADILLA, PUERTO RICO

Certified Final

23 June 2025

W912QR-50297463

MATOC W912QR24D0054 thru 24D0063 All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless noted otherwise.

ARIMS: 200A

Disposition: Maintain for 15yrs after construction

W912QR-50297463_NRP02-0000

National Roofing Program (NRP) FY25 Project 02

PR013 AGUADILLA, PUERTO RICO

TABLE OF CONTENTS

VOLUME A: PR013 & AGUADILLA, PUERTO RICO

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A: Site Location

ATTACHMENT B: Building Layout

ATTACHMENT C: Site Inspection Report, April 21, 2021 (For Information Only)

ATRACHMENT D: Existing Site Conditions and Notes

--End of Table of Contents--

NRP FY25 Project 02

P2 565479 13-Jun-25

SECTION 00 80 50.00 06

Version CERTIFIED FINAL

SECTION

00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

08/19

1. PART 1 GENERAL

1.1. SUBMITTALS

Government approval/acceptance is required for submittals with a "GOVT” designation; submittals not having a "GOVT" designation are for information only. When used, a designation following the "GOVT" designation identifies the office that will review the submittal for the Government. The submittals listed in the Submittal Register at the end of this specification section shall be submitted in accordance with Section 01 33 00.00 06.

SD-01 Preconstruction Submittals

SD-02 Shop Drawings

SD-05 Design Data

SD-07 Certificates

SD-11 Closeout Submittals

1.2. NOT USED

1.3. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK - Paragraph 1.3 of Section 00 80 00.00 06 is replaced with the following:

1.3.1 Refer to FAR 52.211-12 "LIQUIDATED DAMAGES" in Section 00 70 50 for the amount of Liquidated Damages for the Task order project.

1.3.2 Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 50 for a notification of significant contract dates.

1.3.3 Additional Requirements/Clarifications of Work Included Within the Contract

The time stated in FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 50 for completion shall include as-built drawings, O&M manuals, operational tests/reports/training/instructions, and equipment lists.

1.4. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. ER 415-1-15

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the "Default (Fixed-Price Construction)" as discussed in Section 00 70 00 of the base contract and Section 00 70 50 of this task order. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS BASED ON (5) DAY WORK

WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

PR013 2 2 1 2 3 2 3 3 3 3 4 2

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated listed above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair-weather workdays, and issue a modification in accordance with the "Default (Fixed-Price Construction)" in section 00 70 00 of the base contract, Volume 1 .

1.5. WAGE RATES

The Davis-Bacon Act is not applicable to contract work performed in the Commonwealth of Puerto Rico. In accordance with the Permits and Responsibilities clause of this contract, the Contractor shall be responsible for complying with any local labor laws, codes, and regulations that apply to the work performed under this contract. The Contractor is advised to consult with the locality’s Department of Labor or equivalent agency for the purpose of reviewing applicable local labor laws which may contain specific rules for computing overtime and the amount of overtime pay laborers and mechanics must be paid. Any such applicable local labor law imposing stricter overtime rules than those contained in the Contract Work Hours and Safety Standards Act -- Overtime Compensation clause of this contract (i.e., provides greater benefits to laborers and mechanics) may apply in lieu of the rules contained in that clause.

The work to be performed is located in AGUADILLA, PUERTO RICO, Aguadilla.

1.6. NOT USED

1.7. Antiterrorism (AT) and Operations Security (OPSEC)- Paragraph 1.7 of Section 00 80 00.00 06 is replaced with the following:

The security requirements described below apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army and US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures-this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.7.1 AT Level I Training (general): All contractor employees, including subcontractor employees, requiring access to Army installations, facilities, and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or to the contracting officer, if a COR is not assigned, within 30 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website:

http://jko.jten.mil. AT Level I training is an annual requirement if option years are exercised.

1.7.2 Access and General Protection/Security Policy and Procedures:

Contractor and all associated subcontractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by the installation Provost Marshal Office, Director of Emergency Services, or Security Office. Contractor workforce must comply with all personal identity verification requirements (CFR clause 52.204-9, Personal Identity Verification of Contract Personnel) as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

1.7.2a Contractors Requiring a Common Access Card (CAC): N/A

1.7.2b Contractors that do not Require CAC, but Require Access to a DoD Facility or Installation: Contractor and all associated subcontractor employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index

(NCIC-III) and Terrorist Screening Database (Army Directive 2014-05/AR 190-13); applicable installation, facility and area commander installation and facility access and local security policies and procedures (provided by Government representative); or, at OCONUS locations, in accordance with status-of-forces agreements and other theater regulations.

1.7.3 AT Awareness Training for Contractor Personnel Traveling Overseas: N/A.

1.7.4 iWATCH Training: The contractor and all associated subcontractors shall brief all employees on the local iWATCH Army program (training standards provided by the requiring activity ATO). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance, with the results reported to the COR NLT 30 calendar days after contract award.

1.7.5 Army Training Certification Tracking System (ATCTS) Registration for Contractor Employees who Require Access to Government Information Systems: N/A

1.7.6 OPSEC Standing Operating Procedure/Plan: contractor shall develop an OPSEC Standing Operating Procedure (SOP)/Plan within 90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer. This plan will include a process to identify critical information, where it is located, who is responsible for it, how to protect it, and why it needs to be protected. The contractor shall implement OPSEC measures as ordered by the commander. In addition, the contractor shall have an identified certified Level II OPSEC coordinator per AR 530-1.

1.7.7 Operations Security (OPSEC) Training: Per AR 530‐1, Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

1.7.8 Information Assurance (IA)/Information Technology (IT) Training:

N/A

1.7.9 Information Assurance (IA)/Information Technology (IT)

certification: N/A

1.7.10 Contractors Authorized to Accompany the Force: N/A.

1.7.11 Performance or Delivery in a Foreign Country: N/A.

1.7.12 Handling or Access to Classified Information: N/A

1.7.13 Controlled Unclassified Information (CUI). Include DFARS clause 252.204-7012, which requires the contractor to comply with NIST 800-

171. Also include DFARS provision 252.204-2019 into solicitations.

Acquisition officials should follow procedures outlined in DFARS 204.73 and verify vendors have an adequate NIST SP 800-171 summary assessment score within the Supplier Performance Risk System (within PIEE). If the score doesn’t show a medium- or high-level assessment with a score of 110 or better (as described in the “NIST SP 800-171 DoD Assessment Methodology”), include clause 252.204-7020 and obtain the vendor’s “system security plan” and “plan of action” for NIST SP 800-171 verification and assurance by Army security officials.

1.7.14 Threat Awareness Reporting Program (TARP). N/A

Additionally, the contractor shall adhere and conform to all safety, security and attendance requirements that apply to the supported office. The contractor is required to attend and participate in all organizational meetings, training, and emergency preparedness events and is required to vacate the Government office work site when no sufficient Government oversight is available.

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. NOT USED

1.15. NOT USED

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

1.19. NOT USED

1.20. NOT USED

1.21. NOT USED

1.22. NOT USED

1.23. NOT USED

1.24. NOT USED

1.25. NOT USED

1.26. NOT USED

2. PART 2 PRODUCTS NOT USED

3. PART 3 EXECUTION NOT USED

Line

Act-ivity

Trans-mittal # Specification Section SD # SD Description Item Submitted

Paragraph

Classi-fication:

GA for

GOVT or A/E Revwr Submit

Approval Needed

By

Material Needed

By Action Code

Date Of Action

Date FWD to APPR /

Auth - Date RCD

From

CONTR

Date FWD To

Other Revwr

Date

RCD

From Other Revwr

Action Code

Date Of Action

Mailed To

CONTR/

Date RCD From

APPR

Authority Remarks

01 11 00.00 06 SD-01 Preconstruction Submittal Contractor’s Safety Program 3.7.2 GA

01 11 00.00 06 SD-01 Preconstruction Submittal Demolition Plan 4.2.1 GA

01 32 01.00 06 SD-01 Preconstruction Submittal Project Schedule 3.4 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Scaffolding Erection Plan 3.4 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan (APP) 1.7 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan 1.8 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Activity Hazard Analysis (AHA) 1.8 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Site Safety & Health Officer Qualifications

(SSHO) 1.5.1 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Design Quality Control Plan 3.2 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Construction Quality Control Plan 3.3 GA

01 50 00 SD-01 Preconstruction Submittal Construction Site Plan 1.3 GA

01 57 19.00 06 SD-01 Preconstruction Submittal Environmental Protection Plan 1.7 GA

01 74 19 SD-01 Preconstruction Submittal Construction Waste Management Plan 1.7 GA

00 80 00.00 06 SD-05 Design Data Progress Photographs 1.45 GA

00 80 00.00 06 SD-07 Certificates No Asbestos - Containing Material (ACM) Certification 1.14 GA

00 80 00.00 06 SD-07 Certificates Insurance 1.31 GA

00 80 00.00 06 SD-07 Certificates Warranties 1.15 GA

00 80 00.00 06 SD-08 Certificates Crane Certificate of Compliance 1.12.6 GA

00 80 00.00 06 SD-11 Closeout Submittals Records, Waste Generated/Diverted 1.10 GA

00 80 00.00 06 SD-11 Closeout Submittals Preliminary (Working) As-Built Drawings 3.4 GA

00 80 00.00 06 SD-11 Closeout Submittals Final As-Built Drawings 3.4 GA

TITLE: NRP FY25 Project 04

SUBMITTAL REGISTER

JOB NAME: PR013

LOCATION: AGUADILLA, PUERTO RICO

CONTRACT NO:

CONTRACTOR:

SB MATOC CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

29-May-25

SECTION 01 11 50.00 06

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK

1. PROJECT INFORMATION

1.1. GENERAL

Design/Build: The Contractor shall provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analysis, sampling, testing and verification of existing field conditions as required for design and construction of the Roof Replacement Project at PR013 to result in a complete and useable Facility. Contractor shall provide complete design analysis incorporating all engineering computations, analysis, test, and survey results, building code (including fire protection, life safety, environmental and accessibility) review as it pertains/affects/relates to this project, equipment and material data and documentation of existing conditions.

1.2. SCOPE OF WORK

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base MATOC contract Volume 1 of 2 shall apply to this Task Order. The work includes design and construction to replace the following roof systems located at PR013:

Building RFID (SF) Section(s) Existing Roof System B0807 (8,606) 1 Modified bitumen over concrete deck B0807 & 0808 Veranda (1,003)

1 Modified bitumen over concrete deck

B0808 (8,485) 1 Modified bitumen over concrete deck

B0809 (14,372) 1 Modified bitumen over concrete deck

B0810 (3,320) 1 Metal panel roof system

Design/Build: Design and construction shall comply with the requirements contained in this Task Order Request for Proposal (RFP). The design and technical criteria contained and cited in this RFP and the Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record shall use the Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain an energy efficient, durable, maintainable, and sustainable space.

Design/Build: The illustrations and exhibits included in this RFP illustrate the conceptual design of the project and are provided to define the scope of work and budget. The concepts provided shall be further developed by the Design/Build Contractor to comply with the customer’s functional needs.

All demolition required to construct the project is included as part of the work of this Contract.

1.3. SITE LOCATION

This project is located at AGUADILLA, PUERTO RICO.

1.4. EXISTING SITE UTILITIES

1.4.1. The contractor shall verify the location of all utilities serving the building. Upgrading the existing utilities, (unless noted otherwise) outside the limits of construction, is not a part of this project.

1.5. BID OPTIONS

1.6. NOT USED

1.7. ATTACHMENTS

Design/Build: Information provided in the Attachments is intended to guide the completion of the design by establishing existing conditions, and the desired character, appearance, and function of the new construction. The following Attachments are included and shall be used and strictly adhered-to in completing the design and construction of the project.

a. ATTACHMENT A: Site Location

b. ATTACHMENT B: Building Layout Plans

c. ATTACHMENT C: Site Inspection Report, 21-Apr-21

d. ATTACHMENT D: Existing Site Conditions and Notes

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.15. NOT USED

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

1.19. NOT USED

2. DESIGN REQUIREMENTS

2.1. GENERAL

The Contractor shall prepare complete construction documents for all work designed as required by the RFP. The construction documents to be prepared shall include, but are not limited to, construction drawings, specifications, submittals, and design analysis as required in Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD), Volume 1. Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified or no basis of design is identified, the Contractor shall use materials and equipment accepted within the construction industry and in compliance with Design Criteria.

2.2. DESIGN

2.2.1. The Contractor shall prepare a 100% design for the project in accordance with the RFP using industry standard materials and efficient practices. The design of the materials selected shall be high quality, durable and easily maintained. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy, and coordination of all designs, drawings, specifications, and other documents or publications upon which the design and construction are based. It shall be the responsibility of the Design/ Build Contractor to verify the accuracy of the documents provided.

2.2.2. Design Milestone Schedule

Notice to Proceed (NTP) Day 0 Design Quality Control Plan (DQCP) NTP + 14 Days Kick-Off Meeting NTP + 45 Days Charette Report (FIO no review) NTP + 60 Days Final Submittal NTP + 120 Days Final Plan in Hand Meeting (on-site) NTP + 138 Days Corrected Final Submittal NTP + 152 Days Certified Final Submittal NTP + 160 Days

2.2.3. CAD/BIM Requirement

The contractor will not be required to produce advanced modeling and design drawings will be limited to CAD files.

2.2.4. Design Submittal Requirement

The contractor will not be required to produce charette or interim design submittals. The contractor will submit a report after the design kick-off meeting, a final design, a corrected final design, and a certified final design.

2.2.5. Design Professionals

In addition to the requirement to be a professional engineer or registered architect, the roof designer of record and the independent technical reviewer shall be RRCs. The certified final design will be certified by an RRC and have a professional engineer or architectural stamp. Structural analysis will only be required if there is a change in the dead load for the structural system or if called out in the task order scope of work. Electrical and mechanical design will be limited to relocating existing systems unless called out in the task order scope of work.

2.3. REQUEST FOR PROPOSAL (RFP) INTENT

The intent of this RFP section is to describe the requirements for appearance, function, materials, and types of construction in sufficient detail to enable engineering and design to be completed by the Contractor.

2.4. Design Milestone Meetings

2.4.1. Charette / Kickoff Meeting

2.4.1.1. Shall be in person and on-site.

2.4.2. Final Design / Plan-in-hand Review Meeting

2.4.2.1. Shall be in person and on-site.

2.5. NOT USED

2.6. NOT USED

2.7. NOT USED

2.8. NOT USED

2.9. NOT USED

2.10. NOT USED

2.11. Insert any additional REQUIRED DESIGN PROFESSIONALS beyond RRC

2.12. GOVERNMENT FURNISHED MATERIALS

2.12.1. GFM Handover

The GFM has been provided as part of the Solicitation package.

2.12.2. GFM File Formats

GFM are provided only in PDF format.

2.13. (See Paragraph 2.1 Section 01 11 00.00 06 )DESIGN SUBMITTAL

DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers George Steagall George.M.Steagall@usace.army.mil LRL-ED-MR Room 414 600 Doctor Martin Luther King Junior Place Louisville, KY 40202

Sheryll Impellizzeri, PE sheryll.s.impellizzeri@usace.army.mil LRL-ED-MA Room 414

Michael Brooks Michael.s.brooks@usace.army.mil

LRL-CDR

Drake Sullivan michael.d.sullivan2@usace.army.mil

LRL-CDC

Jeffrey E. Bayers, P.E., P.M.P.

Jeffrey.e.bayers@usace.army.mil

LRL-PM-R

Steve Coffey USARC-ARIMD Engineering Branch Program Manager: BUILDER, NRP, & FRP Phone: 910-570-8961 Email: Steven.w.coffey3.civ@army.mil

W912QR-50297463_NRP02-0000

mailto:Michael.s.brooks@usace.army.mil mailto:michael.d.sullivan2@usace.army.mil mailto:Jeffrey.e.bayers@usace.army.mil

81st Readiness Division Carlos L Fuentes Carrion Carlos.l.fuentescarrion.civ@army.mil Regional Facility Operations Specialist (RFOS) 498 Baleares Street, Puerto Nuevo, PR 00920

3. GENERAL CONSTRUCTION REQUIREMENTS

3.1. SUMMARY

3.1.1. The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

d. The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

3.2. GENERAL INFORMATION

3.2.1. This project site is on a government installation. Access will require advanced notice and security passes at all times. The contractor is responsible for obtaining all security passes.

3.2.2. NOT USED

3.2.3. Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Building Occupants

3.2.4. NOT USED

3.2.5. NOT USED

3.2.6. NOT USED

3.2.7. NOT USED

3.2.8. NOT USED

3.2.9. Project and Safety Signs. See 01 50 00, Paragraph 2.1.3.

3.2.10. Construction schedule shall be submitted for this project at the Final Design Submittal. Construction schedule to include important construction milestones, to show start date of the project, and end dates for the construction of this project.

3.3. DOCUMENTATION

3.3.1. NOT USED

3.3.2. NOT USED

3.4. NOT USED

3.5. Work Schedule under Section 01 11 00.00 06 Paragraph 3.9.1.2 is changed to “Work S WORK SCHEDULE: The Contractor shall schedule the work between the hours of 7:00 a.m. and 4:30 p.m. Monday through Friday except Federal Holidays.

3.5.1. Permission to perform any work outside of these hours must be in writing and submitted five (5) calendar days in advance for approval by the Contracting Officer.

3.5.2. The Government may or may not grant such permission at its discretion.

3.6. Contractor Personal Vehicle Parking under Section 01 11 00.00 06 Paragraph 3.9.1.7 is changed to Contractor Personal Vehicle Parking:

The contractor may use a limited number of parking spaces in the existing lots for the contractor’s employee parking of personal vehicles. The Contractor shall coordinate with the Government on the exact number of available spaces, and shall make provisions to transport employees to the site should inadequate parking spaces be available on site. Parking in these areas is available on a first-come first served basis.

4. NOT USED

5. NOT USED

6. EXTERIOR EQUIPMENT

6.1. All Buildings: Contractor shall install guard rails that comply with EM 385-1-1 fall protection requirements for any serviceable equipment that is located within 8 feet of a fall hazard.

6.2. B0807, B0808 & Veranda: Replace approximately (3) roof hatches with OSHA / EM 385-1-1 compliant roof hatch. If the elevation changes on the Insulation for the roof hatch the interior ladder will need to replaced and or modified to accommodate the distance for safe access in/out the hatch.

6.3. B0807, B0808 & Veranda: Install appropriately sized pads for approximately 4 equipment supports, noted in the site inspection report.

6.4. B0807, B0808 & Veranda: Internal roof drains have been identified at the veranda. Contractor to provide leakage testing on internal drains and provide report back to USACE containing contractors recommendations to fix any leaks within the internal drains.

6.4.1. Contractor to assume replacement of these internal drains, drain and piping, to the first joint of the collection pipe.

6.5. B0809: Install appropriately sized pads for approximately 4 equipment supports, noted in the site inspection report.

6.5.1. 2 equipment pads have been abandoned. Please demo these equipment pads down to the concrete deck below and roof over with the new roof system.

6.6. B0809: Install new code complaint roof access ladder.

6.7. B0810: Install appropriately sized pads for approximately 4 equipment supports, noted in the site inspection report.

6.8. B0810: Replace existing gutter and downspouts with new code complaint system.

7. ARCHITECTURAL / BUIDLING ENVELOPE

7.1. All Buildings: Existing lightning protection system to be replaced.

7.1.1. Lightning protection systems will be removed and a new lightning protection system installed. Lightning protection systems will be updated as necessary to allow for re-certification per UL Standards and to accommodate changes to roof systems. Contractor responsible for determining if a lightning protection system is needed at each facility and shall ensure installation meets or exceeds UL standards

7.2. B0807, B0808 & Veranda: remove approximately 15 existing skylights, roof deck repaired, and new modified bitumen roof system to overlay the section of removed skylight.

7.3. B0807, B0808 & Veranda: Existing solar panels have been removed from the roof but the mounting systems remain. Existing mounting systems for the solar panels will be removed, roof deck repaired, and new modified bitumen roof system to overlay the section of removed solar panel mounting system.

7.4. B0809: Existing chimney to be removed, roof deck repaired, and new modified bitumen roof system to overlay the section of removed chimney.

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. NOT USED

13. NOT USED

14. Roof System

14.1. B0807, B0808 & Veranda

14.1.1. All 3 buildings are an existing modified bitumen roof over structurally sloped concrete deck. All 3 buildings to be replaced with a new 2-ply Modified Bitumen Roof System.

14.1.1.1. New 2-ply modified bitumen roof system also needs to be applied to the lower “roofs” that are above the windows along each floor

14.1.2. Veranda roof has a small portion of exposed concrete

decking. New 2 ply modified bitumen roof system to be applied to this exposed concrete section with edges of the section properly flashed.

14.2. B0809

14.2.1. The existing roof system is a modified bitumen roof over structurally sloped concrete deck. This roof will be replaced with a new 2-ply Modified Bitumen Roof System.

14.2.1.1. This applies to the main roof section along with the lower roof section as shown on A-004 from the roof inspection report

14.3. B0810

14.3.1. The existing roof system is a metal panel roof system. This roof will require replacement of the existing fasteners (install new oversized stainless steel fasteners with EPDM washers), rake flashing, and open flashing/closures around roof equipment.

14.3.2. Add an elastomeric coating to the standing seam metal roof system with a new 20 year manufacturer's water tight warranty.

14.3.2.1. Prior to applying the elastomeric coating treat ridge flashing per manufacturer requirements.

--End of Section --

Attachment A

Site Location

B0807 & B0808

B0809

B0810

Attachment B

Building Layout Plans

LLLLL

L L

L

L L L

S L

S L

S L

S L

S L

S L

S

L SOLAR

SOLAR

SOLAR

SOLAR

SOLAR

SOLAR

SOLAR

SOLAR

SOLAR

SOLAR

SOLAR

SOLAR

80'-6" 40' 101'-6"

R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R

NORTH

PLAN

010' 10' 20'5' 1"=10'

BUILDING 807A SCALE: 1" = 10'

STRUCTURAL SLOPE

PITCH PAN

R RIDGE

MECHANICAL CURB

ROOF HATCH

SKYLIGHT

PIPE PENETRATION

ROOF EDGE

PARAPET WALL

KEY

S

S L

ROOF AREA INDICATORXX

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THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

DATE:PROJ. NO:

REVISIONS:

NO. DESCRIPTIONDATE

04/21/2120CHS-065

2090 Executive Hall Road | Suite 115 Charleston, SC 29047

SOUTH CAROLINA

CERTIFICATE OF

AUTHORIZATION #1906

DRAWN BY: RLW

ROOF PLAN

CLIFF ROAD, AGUADILLA 00603

PUERTO RICO

US ARMY RESERVE

CENTER

ROOF ASSESSMENT

PR013

LIGHTENING PROTECTIONL A-001

SOLAR PANELSSOLAR

EQUIPMENT CURB SIZES

EQUIPMENT CURB

(INCHES) QUANTITY

29 X 50 2

34 X 41

ROOF HATCH

22 Ø

SKYLIGHT

PIPE PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

4 7

GENERAL NOTES:

1. SECTION 1 DECK TYPE: TAPERED

LIGHTWEIGHT CONCRETE 1/8":12"

2. SECTION 1 EAVE HEIGHT: 30 FEET

S 1/

8" :1

2"

S 1/

8" :1

2"

S 1/

8" :1

2"

S 1/

8" :1

2"

L

S L

L

L

S L

ELEVATOR SHAFT

63'-7"

OPEN TO BELOW

OPEN TO BELOW

R R RR R R R

ROOF HATCH

SKYLIGHT

ROOF EDGE

PARAPET WALL

ROOF DRAIN

KEY

S L

ROOF AREA INDICATOR

LIGHTENING PROTECTIONL

XX

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THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

DATE:PROJ. NO:

REVISIONS:

NO. DESCRIPTIONDATE

04/21/2120CHS-065

2090 Executive Hall Road | Suite 115 Charleston, SC 29047

SOUTH CAROLINA

CERTIFICATE OF

AUTHORIZATION #1906

DRAWN BY: RLW

ROOF PLAN

NORTH

PLAN

3/16"=1'-0" 05' 5 10

BUILDING 807 AND 808 VERANDA A SCALE: 3/16" = 1' - 0"

CLIFF ROAD, AGUADILLA 00603

PUERTO RICO

US ARMY RESERVE

CENTER

ROOF ASSESSMENT

PR013

A-002

807808

EQUIPMENT CURB SIZES

EQUIPMENT CURB

(INCHES) QUANTITY

39 X 39

ROOF HATCH

GENERAL NOTES:

1. SECTION 1 DECK TYPE: CONCRETE

DECK

2. SECTION 1 EAVE HEIGHT: 34 FEET

L

L

L

L

L

L L

L

S L

S L

S L

SOLAR

S

LSOLAR

SOLAR SOLAR

S L

SOLAR

SOLAR SOLAR SOLAR

S L

S L

S L

SOLAR SOLAR

SOLAR

SOLAR

'-6

81' 40' 101'

R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R

NORTH

PLAN

010' 10' 20'5' 1"=10'

BUILDING 808A SCALE: 1" = 10'

STRUCTURAL SLOPE

PITCH PAN

R RIDGE

MECHANICAL CURB

ROOF HATCH

SKYLIGHT

PIPE PENETRATION

ROOF EDGE

PARAPET WALL

ROOF DRAIN

KEY

S

S L

ROOF AREA INDICATOR

LIGHTENING PROTECTIONL

XX

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THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

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IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

DATE:PROJ. NO:

REVISIONS:

NO. DESCRIPTIONDATE

04/21/2120CHS-065

2090 Executive Hall Road | Suite 115 Charleston, SC 29047

SOUTH CAROLINA

CERTIFICATE OF

AUTHORIZATION #1906

DRAWN BY: RLW

ROOF PLAN

CLIFF ROAD, AGUADILLA 00603

PUERTO RICO

US ARMY RESERVE

CENTER

ROOF ASSESSMENT

PR013

A-003

EQUIPMENT CURB SIZES

EQUIPMENT CURB

(INCHES) QUANTITY

29 X 50 2

34 X 41

ROOF HATCH

22 Ø

SKYLIGHT

PIPE PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

4 9

GENERAL NOTES:

1. SECTION 1 DECK TYPE: TAPERED

LIGHTWEIGHT CONCRETE 1/8":12"

2. SECTION 1 EAVE HEIGHT: 30 FEET

S 1/

8" :1

2" S

1/ 8"

:1 2"

S 1/

8" :1

2" S

1/ 8"

:1

18'

2'

25' 99'

4'

25'

13'

NORTH

PLAN

1/8"=1'-0" 08' 8 16

BUILDING 809A SCALE: 1/8" = 1' - 0"

TAPERED INSULATION SLOPE

CHIMNEY

PITCH PAN

ROOF LADDER

MECHANICAL CURB

PIPE PENETRATION

ROOF EDGE

ROOF OVERHANG

ABANDONED CURB

ROOF AREA INDICATORXX

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SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

DATE:PROJ. NO:

REVISIONS:

NO. DESCRIPTIONDATE

04/21/2120CHS-065

2090 Executive Hall Road | Suite 115 Charleston, SC 29047

SOUTH CAROLINA

CERTIFICATE OF

AUTHORIZATION #1906

DRAWN BY: RLW

ROOF PLAN

CLIFF ROAD, AGUADILLA 00603

PUERTO RICO

US ARMY RESERVE

CENTER

ROOF ASSESSMENT

PR013

A-004

KEY

EQUIPMENT CURB SIZES

EQUIPMENT CURB

(INCHES) QUANTITY

32 X 32 4

32 X 32

ABANDON

36 X 36

CHIMNEY

PIPE PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

3 5

3-1/2 4

GENERAL NOTES:

1. SECTION 1 DECK TYPE: TAPERED

LIGHTWEIGHT CONCRETE

SLOPED 1/8":12"

SECTION 2 DECK TYPE: TAPERED

LIGHTWEIGHT CONCRETE

SLOPED 1/4":12"

2. SECTION 1 EAVE HEIGHT: 13 FEET

SECTION 2 EAVE HEIGHT: 6 FEET

METAL ROOF AREA

R R R R R R R R R R R R R R R R R R R

'-6

80'

DSDSDSDS

DSDSDSDS

NORTH

PLAN

1/4"=1'-0" 04' 4 8

BUILDING 810A SCALE: 1/4" = 1' - 0"

STRUCTURAL SLOPE

R RIDGE

MECHANICAL CURB

ROOF EDGE

GUTTER WITH DOWNSPOUT

S

DS

ROOF AREA INDICATORXX

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SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

DATE:PROJ. NO:

REVISIONS:

NO. DESCRIPTIONDATE

04/21/2120CHS-065

2090 Executive Hall Road | Suite 115 Charleston, SC 29047

SOUTH CAROLINA

CERTIFICATE OF

AUTHORIZATION #1906

DRAWN BY: RLW

ROOF PLAN

CLIFF ROAD, AGUADILLA 00603

PUERTO RICO

US ARMY RESERVE

CENTER

ROOF ASSESSMENT

PR013

A-005

KEY

EQUIPMENT CURB SIZES

EQUIPMENT CURB

(INCHES) QUANTITY

21 X 21 4

GENERAL NOTES:

1. SECTION 1 DECK TYPE: METAL PURLINS

STRUCTURALLY SLOPED 1":12"

2. SECTION 1 EAVE HEIGHT: 12 FEET

S 1"

:1 2"

S 1"

:1

Attachment C

Site Inspection Report 17 July 2020

Note: This attachment is for documentation of existing conditions. The requirements of the 01 11 50.00 06 and the base MATOC take precedence over any recommended repairs included in this inspection report.

ROOF ASSESSMENT REPORT

FOR

NATIONAL ROOFING PROGRAM (NRP)

FY20 1-N, PR013

CLIFF ROAD

AGUADILLA, PUERTO RICO 00603

APRIL 21, 2021

REI PROJECT NO. 20CHS-065

PR013

ROOF ASSESSMENT REPORT

TABLE OF CONTENTS

OVERALL SITE MAP

BUILDING 0807 OVERVIEW

SECTION 1

COMPOSITION

OBSERVATIONS

DEFICIENCIES

SUMMARY

BUILDING 0807 AND 0808 VERANDA OVERVIEW

SECTION 1

COMPOSITION

OBSERVATIONS

DEFICIENCIES

SUMMARY

BUILDING 0808 OVERVIEW

SECTION 1

COMPOSITION

OBSERVATIONS

DEFICIENCIES

SUMMARY

BUILDING 0809 OVERVIEW

SECTION 1

COMPOSITION

OBSERVATIONS

DEFICIENCIES

SUMMARY

BUILDING 0810 OVERVIEW

SECTION 1

COMPOSITION

OBSERVATIONS

DEFICIENCIES

SUMMARY

RECOMMENDED EXTERIOR REPAIRS

BUILDING 0807 ROOF PLAN.............................................................................................................. A-001 BUILDING 0807 AND 0808 VERANDA ROOF PLAN ......................................................................... A-002 BUILDING 0808 ROOF PLAN.............................................................................................................. A-003

BUILDING 0809 ROOF PLAN.............................................................................................................. A-004 BUILDING 0810 ROOF PLAN.............................................................................................................. A-005

Overall Site Map

Building 0807 Overviews

Overview Overview

Composition Section: Section 1

Size: 8,606 SF

Inspection Date: 04/21/2021

Inspector: Keith Parker

Modified Bitumen Cap Sheet

Modified Bitumen Base Sheet

Various Thickness of Tapered Lightweight Concrete

2” Expanded Polystyrene Insulation

Concrete Deck

Observations Section: Section 1

Size: 8,606 SF

Overview – Typical Rooftop Solar Panels Overview

Deficiencies Section: Section 1

Size: 8,606 SF

Typical Roof Deficiencies Observed

Deficiency: Puncture/ Holes

Corrective Action: The low slope roof system has reached the end of its life cycle and should be budgeted for replacement.

Deficiency: Failed Sealant

Corrective Action: The low slope roof system has

Section: Section 1

Size: 8,606 SF

Open Flashing

Deficiency: Open flashings can be caused by membrane shrinkage, insufficient counterflashing or the simple aging and failure of the original flashing to remain adhered to the wall.

Corrective Action: The low slope roof system has

Low Flashing Height Less than 8 inches

Deficiency: Pipe penetrations, equipment curbs, parapet walls, etc. that don't meet or exceed the eight inch minimum flashing height do not comply with industry standards.

Corrective Action: At time of roof replacement eight inch minimum flashing height needs to be obtained to meet industry standards.

Section: Section 1

Size: 8,606 SF

Damaged Roof Hatch

Deficiency: Roof hatch components are not functioning properly.

Corrective Action: Replace roof hatch and components at time of roof replacement.

Exposed Deck

Deficiency: Concrete deck is exposed with no waterproofing elements.

Corrective Action: At time of roof replacement install new 2-ply modified bitumen waterproofing system.

Section: Section 1

Size: 8,606 SF

Rooftop Equipment Frame

Deficiency: Frame is rusting and no fall protection present.

Corrective Action: Provide new fall protection at time of roof replacement.

Summary Section: Section 1

Size: 8,606 SF

Inspection Date: 04/212021

Summary:

The observations and recommendations submitted for the subject roofs are based upon visual observations and grade based on the condition of the installed roof system and roof sheet metal flashings as exists today. The overall condition of the modified bitumen roof system is poor and we recommend budgeting for roof replacement within the next year.

Access to roof area is provided through a roof access hatch at the Veranda Roof. The roof hatch on this Roof Section is damaged and not in use.

Estimated Replacement Date: 2022

Estimated Replacement Costs:

Building 0807 and 0808 Veranda Overview

Section: Section 1

Size: 1,003 SF

2” Polyisocyanurate Insulation

2” Polyisocyanurate Insulation

Section: Section 1

Size: 1,003 SF

Section: Section 1

Size: 1,003 SF

Corrective Action: The low slope roof system has

Corrective Action: The low slope roof system has

Section: Section 1

Size: 1,003 SF

Deficiency: Open Flashing

Corrective Action: The low slope roof system has

Water Beneath Membrane

Deficiency: Water is present within or beneath the roof membrane.

Corrective Action: The low slope roof system has

Section: Section 1

Size: 1,003 SF

Deficiency: Surface Mounted CF new saw cut reglet or through wall flashing.

parapet walls, etc. that don't meet or exceed the eight inch minimum flashing height do not comply with industry standards.

Corrective Action: At time of roof replacement eight

Section: Section 1

Size: 1,003 SF

Previous Repair Failure

Deficiency: Existing repair failing due to age or improper repair at tie in to Building 0807.

Corrective Action: The low slope roof system has

Missing Coping Metal

Deficiency: Top of parapet is dependent upon waterproofing. Cracks were observed throughout roof area at these locations. Note lightning protection observed.

Corrective Action: The low slope roof system has reached the end of its life cycle and should be budgeted for replacement to include new sheet metal parapet coping.

Section: Section 1

Size: 1,003 SF waterproofing elements.

Reported Leaks

Deficiency: Leaks have been reported by the onsite personnel.

Corrective Action: The low slope roof system has

Section: Section 1

Size: 1,003 SF

The observations and recommendations submitted for the subject roofs are based upon visual observations and grade based on the condition of the installed roof system and roof sheet metal flashings as exists today. The overall condition of the modified bitumen roof system is poor and we recommend budgeting for roof replacement within the next year.

Access to roof areas is provided through a roof access hatch.

Building 0808 Overview

Section: Section 1

Size: 8,485 SF

Various Thickness of Tapered Lightweight Concrete

2” Expanded Polystyrene Insulation

Section: Section 1

Size: 8,485 SF

Section: Section 1

Size: 8,485 SF

Overview – Lightning Protection and Rooftop Solar Panels

Section: Section 1

Size: 8,485 SF

Corrective Action: The low slope roof system has

Corrective Action: The low slope roof system has

Section: Section 1

Size: 8,485 SF

Blister

Deficiency: Blisters in the membrane are due to either air or moisture being caught between the plies of the waterproofing system. As expansion and contraction occur, what was once a small deficiency enlarges greatly, cracks and allows water into the roof system and building.

Corrective Action: The low slope roof system has

Granule Loss

Deficiency: Loss of the granule surfacing providing UV protection for the roof membrane. Some granule loss is expected over time as the membrane ages but excessive loss can be caused by heavy foot traffic or a manufacturing defect.

Corrective Action: The low slope roof system has

Section: Section 1

Size: 8,485 SF parapet walls, etc. that don't meet or exceed the eight inch minimum flashing height do not comply with industry standards.

Corrective Action: At time of roof replacement eight waterproofing elements.

Section: Section 1

Size: 8,485 SF

Deficiency: Typical pipe penetrating side of equipment curbs.

Corrective Action: Provide new mechanical design as part of roof replacement project.

Deficiency: Typical pipe penetrating side of equipment curbs.

Corrective Action: Provide new mechanical design as part of roof replacement project.

Section: Section 1

Size: 8,485 SF

Rooftop Equipment Frame

Deficiency: Frame is rusting and no fall protection present.

Corrective Action: Provide new fall protection at time of roof replacement.

Section: Section 1

Size: 8,485 SF

The observations and recommendations submitted for the subject roofs are based upon visual observations and grade based on the condition of the installed roof system and roof sheet metal flashings as exists today. The overall condition of the modified bitumen roof system is poor and we recommend budgeting for roof replacement within the next year.

Access to roof area is provided through a roof access hatch at the Veranda Roof.

Building 0809 Overview

Section: Section 1

Size: 14,372 SF

Various Thickness of Tapered Lightweight Concrete

Section: Section 1

Size: 14,372 SF

Section: Section 1

Size: 14,372 SF

Overview – Electrical Conduit Overview – Electrical Conduit

Overview – Electrical Conduit Overview - Chimney

Section: Section 1

Size: 14,372 SF

Blister

Deficiency: Blisters in the membrane are due to either air or moisture being caught between the plies of the waterproofing system. As expansion and contraction occur, what was once a small deficiency enlarges greatly, cracks and allows water into the roof system and building.

Corrective Action: The low slope roof system has

Crazing

Deficiency: Crazing is a result of the waterproofing membrane drying out and cracking due to UV exposure. This condition can lead to direct water infiltration through the membrane.

Corrective Action: The low slope roof system has

Section: Section 1

Size: 14,372 SF

Open Flashing

Deficiency: Open flashings can be caused by membrane shrinkage, insufficient counterflashing or the simple aging and failure of the original flashing to remain adhered to the wall.

Corrective Action: The low slope roof system has reached the end of its life cycle and should be budgeted for replacement. Refer to Exterior facade recommendations at the end of this report for comments related to the exterior wall louver.

Open Seam/ Lap

Deficiency: Open seams in the waterproofing membrane are typically caused by failing seam adhesives coupled with membrane shrinkage and stress on the seams.

Corrective Action: The low slope roof system has

Section: Section 1

Size: 14,372 SF

Previous Repair

Deficiency: Repairs observed to existing roof system.

Corrective Action: The low slope roof system has

Water Beneath Membrane

Deficiency: Water is present within or beneath the roof membrane.

Corrective Action: The low slope roof system has

Section: Section 1

Size: 14,372 SF

Damaged/ Loose CF

Deficiency: Damaged/ loose counter flashing can be caused by wind, physical abuse or improper installation.

Corrective Action: The low slope roof system has

Failed Sealant

Deficiency: Sealant has failed adhesively/cohesively leaving an opening for water intrusion.

Corrective Action: The low slope roof system has

Section: Section 1

Size: 14,372 SF

Missing CF

Deficiency: Missing Counter flashing was not installed where it is needed for proper waterproofing.

Corrective Action: At time of roof replacement install new counter flashing per industry standards at time of roof replacement.

Reported Leak

Deficiency: Leaks have been reported by the onsite personnel.

Corrective Action: The low slope roof system has

Section: Section 1

Size: 14,372 SF waterproofing elements.

Improper Ladder Installation

Deficiency: Roof access ladder is secured through the roof system and is not watertight.

Corrective Action: At time of roof replacement, install new roof access ladder.

Section: Section 1

Size: 14,372 SF

The observations and recommendations submitted for the subject roofs are based upon visual observations and grade based on the condition of the installed roof system and roof sheet metal flashings as exists today. The overall condition of the modified bitumen roof system is poor and we recommend budgeting for roof replacement within the next year.

Access to roof areas is provided by a fixed wall mounted ladder.

Building 0810 Overviews

Section: Section 1

Size: 3,320 SF

Exposed Fastener Metal R-Panel

Vinyl Back Insulation

Metal Purlins

Section: Section 1

Size: 3,320 SF

Section: Section 1

Size: 3,320 SF

Holes in Metal Panels

Deficiency: Typical holes present from removed fasteners.

Corrective Action: Install new oversized stainless steel fasteners with EPDM washers.

Metal Panel Deterioration

Deficiency: Metal roof ridge flashing is significantly deteriorated and voids are present which could allow water intrusion.

Corrective Action: Treat ridge flashing per fluid applied coating manufacturer requirements prior to application of fluid applied coating.

Section: Section 1

Size: 3,320 SF

Missing or Loose Fastener

Deficiency: Various holes are present from removed or relocated fasteners.

Improper Gutter installation

Deficiency: Outside edge of gutter is higher than the eave of the roof which will cause the gutter to overflow back into the building if the gutter becomes clogged

Corrective Action: Overflow outlets can be cut into the face of the gutter until a properly designed gutter can be installed at the time of roof replacement or coating.

Section: Section 1

Size: 3,320 SF

Open Flashing / Closure

Deficiency: Open flashing / closure can be caused by physical abuse, improper installation or failing sealant.

Corrective Action: Open flashing / closure should be re-worked per industry standards to ensure a water-tight seal.

Incorrect Fastener Installation

Deficiency: Fasteners have been overtightened and damaged the underlying washer.

Section: Section 1

Size: 3,320 SF

Open Flashing / Closure

Deficiency: Open flashing / closure can be caused by physical abuse, improper installation or failing sealant.

Corrective Action: Open flashing / closure should be re-worked per industry standards to ensure a water-tight seal.

Section: Section 1

Size: 3,320 SF

The observations and recommendations submitted for the subject roofs are based upon visual observations and grade based on the condition of the installed roof system and roof sheet metal flashings as exists today. The overall condition of the exposed fastener metal panel roof system is fair and we recommend budgeting for replacement of existing fasteners, gutter and downspout system and rake flashing and installation of a protective coating within the next year.

No access to roof area is provided.

Exterior facade recommendations:

• A standalone exterior wall remediation project is recommended for this facility.

• Exterior wall penetrations not sealed at Building 0807,…