W912QR24R0021_CF_Specs_Vol1a-0002.pdf

Solicitation For Maintenance/Renovation Army Reserves (MRAR) Building 505, Fort Snelling, Minneapolis, MN

P2: 510375 Design-Build

Specifications Vol. 1a ATT H

18 March 2024

W912QR24R0021

Phase 1

17 June 2024

W912QR24R0021-0002

Certified Final

ARIMS: 200A Disposition: Maintain for 15yrs after construction.

W912QR24R0021_CF_Specs_Vol1a-0002

P2# 510375 - Repair Bldg. 505, USAR Center Ft Snelling, Minneapolis, MN

Table of Contents

ToC - 1 of 3

CERTIFIED FINAL DESIGN SUBMITTAL

DESIGN/BUILD RFP FOR

Repair Bldg. 505, USAR Center

Fort Snelling, Minneapolis, MN

Table of Contents

SPECIFICATION VOLUME 1 of 3

Division 00 – Procurement and Contracting Requirements

00 10 00 Solicitation – [Offer and Award DF 1442], Price Breakout Schedule 00 21 00 Instructions 00 22 00 Supplementary Instructions

0011x Procedures for Submittal and Evaluation of Offers for Phase One

0011x Procedures for Submittal and Evaluation of Offers for Phase Two

0045 00 Representations and Certifications 00 70 00 Conditions of the Contract 00 73 00 Supplementary Conditions 00 80 00.00 06 Special Provisions Construction Project Signage Submittal Register

Division 01 – General Requirements Specifications

01 02 00.00 48 Statement of Work Table of Contents Part 1 Design Objectives, Functional and Area Requirements Part 2 Design Criteria and Coordination with Local Authorities Part 3 Site Civil Design Part 4 Site Electrical Design Part 5 Landscape Architecture Design Part 6 Architectural and Interior Design Part 7 Structural Design Part 8 Thermal Design Part 9 Plumbing Design Part 10 Electrical Design Part 11 HVAC Design Part 12 Energy Conservation and Sustainable Design Part 13 Fire Protection Design

Part 14 Commissioning and Building Envelope Sealing Performance Requirements

Part 15 Telecommunications Design

ToC - 2 of 3

Attachment A Preliminary Subsurface Characterization Report Attachment B1 Fire Flow Data (Sloan Boulevard) Attachment B2 Fire Flow Data (Minnehaha Ave) Attachment C Site Photographs

Attachment D Room-by-Room Supplemental Requirements

Attachment E Airport Layout Plan

Attachment F1 Alta Survey Drawings 2005

Attachment F2 City of Minneapolis Utility Maps 2004

Attachment G Existing Building 505 Drawings

Attachment H 2020 Roof As-Built Drawings and Specifications

SPECIFICATION VOLUME 2 of 3

01 02 00.00 48 Attachments to the Statement of Work (continued)

Attachment I Review of Building Enclosure Fort Snelling Building

Attachment J Existing Building 506 Floor Plans

Attachment K1 Hazardous Building Materials and Radon Survey Report

Attachment K2 Asbestos and Lead Paint Inspection Summary

Attachment K3 Additional Radon Test Results Room113B

Attachment L 88th Readiness Division Interior Signage

Attachment M Federal Aviation Administration (FAA) 7460 Report

Attachment N Arms Vault Weapons Rack List (Redacted)

Attachment O UFGS Specification Section 02 41 00 ‘Demolition and

Deconstruction’ (to be edited by the DOR)

ToC - 3 of 3

Attachment P UFGS Specification Section 02 82 00 ‘Asbestos

Remediation’ (to be edited by the DOR)

Attachment Q UFGS Specification Section 02 83 13.00 06 ‘Lead in

Attachment R UFGS Specification Section 09 67 23.13 ‘Standard Resinous

Flooring’

Attachment S Army Reserve Enterprise Building Control System (EBCS) Design Guide (October 2021)

Attachment T Existing Building 505-506 Connector Link Floor Plans

01 03 00.00 48 Design Submission Requirements After Award 01 04 00.00 48 The Design/Build Process 01 32 01.00 06 Project Schedule 01 33 00 Submittal Procedures 01 33 29.00 06 Sustainability Reporting Attachment A - LEED Credit Guidance 01 35 26.00 06 Government Safety Requirements

01 42 00 Sources for Reference Publications 01 45 00.15 10 Resident Management System Contractor Mode (RMS CM) 01 45 04.10 06 Contractor Quality Control 01 45 35 Special Inspections 01 46 00.00 06 Total Building Commissioning (Contractor CxA) 01 50 00 Temporary Construction Facilities and Controls 01 57 19 Temporary Environmental Controls

01 74 19 Construction Waste Management and Disposal 01 78 23 Operation and Maintenance Data

SPECIFICATION VOLUME 3 of 3

Divisions 03-41 D/B RFP Outline Technical Specifications

See separate Table of Contents with Outline Technical Specifications.

P2 #510375 – Repair Bldg. 505, USAR Center Fort Snelling, Minneapolis, MN

Attachment ‘H’ 01 02 00.00 48

Section 01 02 00.00 48

ATTACHMENT H

2020 ROOF AS-BUILT DRAWINGS AND SPECIFICATIONS

Closeout O&M Manual

FOR THE PROJECT TITLED:

MN036 ST. PAUL, MN

ROOF REPLACEMENT

Contract Number: W912QR20D0019

Task Order Number: W912QR20F0394

805 8TH AVE | LONGVIEW, WA 98632

P: 503.358.6809 / 360.414.8084| F: 360.414-8194

Closeout O&M Manual – MN036 St. Paul, MN. Roof Replacement

TABLE OF CONTENTS

DIVISION 00 GENERAL REQUIREMENTS

0. COVER PAGE

0a. TABLE OF CONTENTS

0b. WARRANTY CONTACTS

DIVISION 01 CONTRACT REQUIREMENTS

1. PROJECT RECORD DOCUMENTS

2. PAYMENT & PERFORMANCE BOND

3. CONSENT OF SURETY

4. SUBCONTRACTOR LIST

5. MANUFACTURER GUARANTEE

6. CONTRACTORS WARRANTY

7. MANUFACTURERS’ CERTIFICATE OF COMPLIANCE

8. CERTIFICATE OF SUBSTANTIAL COMPLETION

9. FINAL INSPECTION & CERT OF COMPLETION OF PUNCH LIST

10. AS BUILT DRAWINGS

11. DD FORM 1354 TRANSFER & ACCEPTANCE OF REAL PROPERTY

12. WASTE DIVERSION REPORT

DIVISION 07 ROOFING

13. RECORD PRODUCT DATA

14. MAINTENANCE DATA

DIVISION 09 PAINT

15. RECORD PRODUCT DATA

16. MAINTENANCE DATA

NOT INCLUDED IN THE 2024 BUILDING

505 D/B RFP DOCUMENTATION

NOT INCLUDED IN THE 2024 BUILDING

505 D/B RFP DOCUMENTATION

CONTRACT #: W912QR20D0019/ W912QR20F0394

MN036 ST. PAUL, MN ROOF REPLACEMENT

FOR INSTALLATION WARRANTY QUESTIONS OR REPAIR CONTACT:

PACIFICFEDERAL-PACIFICTECH JV 1

503-358-6809

805 8TH AVE

LONGVIEW, WA 98632

DOUGLAS YEAMAN, VP ROOFING OPERATIONS

WARRANTY VALID TO 9/29/2027

FOR MANUFACTURER WARRANTY QUESTIONS OR REPAIR

CONTACT JOHNS MANVILLE

WARRANTY SERVICES

P. 800-922-5922

WARRANTY #: WAR21-1591491

WARRANTY VALID TO 9/29/2042

R

Title/Role Organization Name Phone Email Address

Contracting Officer US Army Corps of Engineers

Jesse Scharlow 502‐315‐6183 jesse.e.scharlow@usace.army.mil

600 Dr. Martin Luther King Jr. Place Louisville, KY 40202

COR US Army Corps of Engineers Joel Switzer 618‐841-5265 joel.w.switzer@usace.army.mil

440 Hangar Rd. Bldg.43 Scott AFB, IL 62225

Title/Role Organization Name Phone Email Address

Program Manager PacificFederal-Pacific Tech JV1 Andy

Mason 503‐358‐6809 andy@pacificfederalconstruction.biz 805 8th Ave Longview, WA 98632

VP

Roofing Operations

PacificFederal-Pacific Tech JV1 Doug Yeaman 360‐414‐8084 doug@pactechgroup.com 805 8th Ave

Longview, WA 98632

Superintendent, SSHO, QCM PacificFederal-Pacific Tech JV1 Lance

Rafn 360-957-0421 lrafn@pactechgroup.com 805 8th Ave Longview, WA 98632

Admin/ Project Coordinator PacificFederal-Pacific Tech JV1 Jodie

Johnson 360‐414‐8084 jjohnson@pactechgroup.com 805 8th Ave Longview, WA 98632

Accounting /Billing PacificFederal-Pacific Tech JV1 Kaye

Sanders 360‐747‐3030 Kaye@pacificfederalconstruction.biz 805 8th Ave Longview, WA 98632

Title/Role Organization Name Phone Email Address

Registered Roof Observor GBI, Inc. Geoff

Besse 817‐944‐6944 gbesse@gbi.company 2140 Hall Joihnson Rd.

Suite 102-194 Grapevine, TX 76051

Client/Customer

Pacific Tech Construction

Subcontractors

Points of Contact‐ USACE NRP 25 ‐ St. Paul, MN

All 5 pages must be present for guarantee number ANM128049953 to be valid Page 1 of 5JM Confidential

Building Owner:

United States Army Reserve Center 600 Dr Martin Luther King Jr Pl Louisville, KY 40202

Building Name:

FACID MN036 Ft. Snelling Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Approved Roofing Contractor:

PACIFIC TECH CONSTRUCTION INC

1302 WALNUT STREET

KELSO, WA 98626

Guarantee Number: ANM128049953 Expiration Date: September 29, 2042 Job Name: FACID MN036 Bldgs 505 & 507 Date of Completion: September 29, 2022

Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System.

Years: 20 Year $ No Dollar Limit

Coverage:

The components of the Roofing System covered by this Guarantee are:

Total Squares: 657

Sec. Sqs. Roof Type Membrane Spec. Layer 1

Insulation Type Layer 2 Layer 3 Cover Board

1 445 SBS 2PID-HW ENRGY 3 ENRGY 3 ENRGY 3

RetroPlus Roof Board

Accessories: Type Product Name Quantity Expand-O-Flash (1) Style: lin. ft.

Expand-O-Flash (2) Style: lin. ft.

Expand-O-Flash (3) Style: lin. ft.

Fascia Style: lin. ft.

Copings Style: lin. ft.

Drains (1) Style: ea.

Vents Style: ea.

Sec. Sqs. Roof Type Membrane Spec. Layer 1

Insulation Type Layer 2 Layer 3 Cover Board

2 193 SBS 2PID-HW ENRGY 3 ENRGY 3 ENRGY 3

RetroPlus Roof Board

Accessories: Type Product Name Quantity Expand-O-Flash (1) Style: lin. ft.

Expand-O-Flash (2) Style: lin. ft.

Expand-O-Flash (3) Style: lin. ft.

Fascia Style: lin. ft.

Copings Style: lin. ft.

Drains (1) Style: ea.

Vents Style: ea.

Sec. Sqs. Roof Type Membrane Spec. Layer 1

Insulation Type Layer 2 Layer 3 Cover Board

3 19 SBS 2PID-HW ENRGY 3 ENRGY 3 ENRGY 3

RetroPlus Roof Board

Accessories: Type Product Name Quantity Expand-O-Flash (1) Style: lin. ft.

Expand-O-Flash (2) Style: lin. ft.

Expand-O-Flash (3) Style: lin. ft.

Fascia Style: lin. ft.

Copings Style: lin. ft.

Drains (1) Style: ea.

Vents Style: ea.

Peak Advantage GuaranteeW912QR24R0021_CF_Specs_Vol1a-0002

All 5 pages must be present for guarantee number ANM128049953 to be valid Page 2 of 5JM Confidential

These Johns Manville Guaranteed components are referred to above as the “Roofing System” and ALL OTHER NON-JM COMPONENTS OF THE OWNER’S BUILDING ARE EXCLUDED FROM THE TERMS OF THIS GUARANTEE, including any amendments thereto.

Johns Manville* guarantees to the original Building Owner that during the Term commencing with the Date of Completion (as defined above), JM will pay for the materials and labor reasonably required in Johns Manville’s sole and absolute discretion to repair the Roofing System to return it to a watertight condition if leaks occur due to: ordinary wear and tear, or deficiencies in any or all of the Johns Manville component materials of the Roofing System, or workmanship deficiencies only to the extent they arise solely out of the application of the Roofing System. Non-leaking blisters are specifically excluded from coverage. Should any investigation or inspection reveal the cause of a reported leak to be outside the scope of coverage under this Guarantee, then all such investigation and inspection costs shall be borne solely by the Building Owner.

All 5 pages must be present for guarantee number ANM128049953 to be valid Page 3 of 5JM Confidential

WHAT TO DO IF YOUR ROOF LEAKS

If you should have a roof leak please refer to the Maintenance Program page within this document.

LIMITATIONS AND EXCLUSIONS

This Guarantee is not a maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner’s sole responsibility (see Maintenance Program page of this document). This Guarantee does not obligate JM to repair or replace the Roofing System, or any part of the Roofing System, for leaks or appearance issues resulting, in whole or in part, from one or more of the following (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood, hail storm, earthquake, tornados, hurricanes or other extraordinary natural occurrences and/or wind speeds in excess of 55 miles per hour; (b) misuse, abuse, neglect or negligence; (c) Failure by the Building Owner to use reasonable care in maintaining the roofing system, said maintenance which is recommended to include those items listed on the Maintenance Program page of this Guarantee; (d) installation or material failures other than those involving the component materials expressly defined above as the Roofing System or exposure of the Roofing System components to damaging substances such as oil, fertilizers, or solvents or to damaging conditions such as vermin; (e) any and all (I) changes, alterations, repairs to the Roofing System, including, but not limited to, structures, penetrations, fixtures or utilities (including vegetative and solar overlays) based upon or through the Roofing System as well as any (II) changes to the Building’s usage that are not pre-approved in writing by JM; (f) failure of the Building substrate (mechanical, structural, or otherwise and whether resulting from Building movement, design defects or other causes) or improper drainage; (g) defects in or faulty/improper design, specification construction or engineering of the Building or any area over which the Roofing System is installed; (h) defects in or faulty/improper architectural, engineering or design flaws of the Roofing System or Building, including, but not limited to, design issues arising out of improper climate or building code compliance; or (i) in instances of a recover project, Johns Manville is not responsible for the performance of pre-existing materials that predated the recover. Instead, Johns Manville’s sole responsibility in recover systems where JM materials are adhered to existing materials is limited to the installed recover JM Roofing materials up to the wind speed listed herein. Guarantee coverage is limited to replacing recover JM Roofing materials only (and not the pre-existing materials – which is the Owner’s responsibility) as required to return the roofing system to a watertight condition due to a claim covered under the terms and conditions herein. Johns Manville is not responsible for leaks, injuries or damages resulting from any water entry from any portion of the Building structure not a part of the Roofing System, including, but not limited to, deterioration of the roofing substrate, walls, mortar joints, HVAC units and all other non-Johns Manville materials and metal components.

Moreover, the Building Owner is solely and absolutely responsible for any removal and/or replacement of any overburdens, super-strata or overlays, in any form whatsoever, as reasonably necessary to expose the Roofing System for inspection and/or repair.

This Guarantee becomes effective when (1) it is delivered to Owner; and (2) all bills for installation, materials, and services have been paid in full to the Approved Roofing contractor and to JM.

Until that time, this Guarantee is not in force, has no effect – and JM is under no obligation whatsoever to perform any services/work.

The Parties agree that any controversy or claims relating to this Guarantee shall be first submitted to mediation under the Construction Industry Arbitration and Mediation Rules of the American Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall have jurisdiction until the mediation is completed. In any action or proceeding brought against the Building Owner to enforce this Guarantee or to collect costs due hereunder, Johns Manville shall be entitled to recover its reasonable costs, expenses and fees (including expert witness’ fees) incurred in any such action or proceeding, including, without limitation, attorneys’ fees and expenses, and the Building Owner shall pay it.

TO THE FULLEST EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THIS

GUARANTEE.

THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF JM UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN THE ROOFING SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF JM UNDER THIS GUARANTEE. JM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR ITS CONTENTS AND OR OCCUPANTS, LOSS OF TIME OR PROFITS OR ANY INCONVENIENCE, INJURY. JM SHALL NOT BE LIABLE FOR ANY CLAIM MADE AGAINST THE BUILDING OWNER BY ANY THIRD PARTY AND THE BUILDING OWNER SHALL INDEMNIFY AND DEFEND JM AGAINST ANY CLAIM BROUGHT BY ANY THIRD PARTY AGAINST JM RELATING TO OR ARISING OUT OF THE ROOFING SYSTEM OR JM’S OBLIGATIONS UNDER THIS GUARANTEE. JM AND ITS AFFILIATES SHALL NOT BE LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE EXCLUSIVE LIABILITY SET FORTH IN THIS GUARANTEE. THIS GUARANTEE DOES NOT COVER, AND EXPLICITLY EXCLUDES, ANY AND ALL INJURIES, CLAIMS AND/OR DAMAGES RESULTING, IN WHOLE OR IN PART, FROM ANY WATER ENTRY FROM ANY PORTION

OF THE BUILDING STRUCTURE INCLUDING, BUT NOT LIMITED TO, THE ROOFING SYSTEM.

No one is authorized to change, alter, or modify the provision of this Guarantee other than the Regional Service Manager, or authorized delegate. JM’s delay or failure in enforcing the terms and conditions contained in this Guarantee shall not operate as a waiver of such terms and conditions. This Guarantee is solely for the benefit of the Building Owner identified above and Building Owner’s rights hereunder are not assignable. Upon sale or other transfer of the Building, Building Owner may request transfer of this Guarantee to the new owner, and JM will transfer this Guarantee, only after completing JM’s transfer requirements including JM receiving satisfactory information and payment of a transfer fee, which must be paid no later than 30 days after the date of Building ownership transfer.

In the event JM pays for repairs which are required due to the acts or omissions of others, JM shall be subrogated to all rights of recovery of the Building Owner to the extent of the amount of the repairs.

Because JM does not practice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building’s construction or inspection of roof plans (or the Building’s roof deck) by JM representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension of the terms and conditions of this Guarantee. Any roof inspections are solely for the benefit of JM.

JM does not supervise nor is it responsible for a roofing contractor’s work except to the extent stated herein, and roofing contractors are not agents of JM.

*JOHNS MANVILLE (“JM”) is a Delaware corporation.

By: Joseph Smith Title: President Roofing Systems

5 YEAR WORKMANSHIP WARRANTY

MN036 St. Paul, MN – Contract No. W912QR20D0019/W912QR20F0362

PacificFederal-PacificTech JV 1 warrants to the Building Owner named below, subject to the terms, conditions, and limitations set forth herein, that for the period in which this warranty is effective, PacificFederal-PacificTech JV 1 guarantees watertightness of the Roofing System for the NRP St. Paul, MN Roof Replacement project.

TERMS, CONDITIONS, AND LIMITATIONS

1. During the term of this warranty, PacificFederal-PacificTech

JV 1 shall have access to the project location during normal working hours.

2. Owner shall obtain PacificFederal-PacificTech JV 1 written approval before making any alterations to the roof or before installing any structures, fixtures, or utilities on or through the roofing material.

3. Owner shall provide PacificFederal-PacificTech JV 1 with written notice of any leak or defective material in the roof system within 48 hours of the discovery. Such notice shall be given by phone and certified mail to Pacific Tech Construction, Inc., 1302 Walnut St., Kelso, WA 98626 (360) 414-8084.

4. If PacificFederal-PacificTech JV 1 investigation of any claim under this warranty reveals that PacificFederal-PacificTech JV 1 is not responsible under the terms of this warranty for Owner’s claim, Owner shall promptly reimburse PacificFederal-PacificTech JV 1 for the investigation and repair costs incurred.

5. If there is a leak during the period in which this warranty is in effect within the scope of this warranty, PacificFederal- PacificTech JV 1 will repair the leak.

6. The remedy stated herein is the SOLE AND EXCLUSIVE REMEDY for the failure of the workmanship.

PACIFICFEDERAL-PACIFICTECH JV 1SHALL UNDER

NO CIRCUMSTANCES BE LIABLE FOR INCIDENTAL

OR CONSEQUENTIAL DAMAGES INCLUDING BUT

NOT LIMITED TO DAMAGES TO THE BUILDING OR

THE CONTENTS OF THE BUILDING.

7. THERE ARE NO EXPRESS WARRANTIES EXCEPT AS

STATED HEREIN AND THERE ARE NO IMPLIED

WARRANTIES OF ANY KIND, INCLUDING IMPLIED

WARRANTIES OF MERCHANTABILITY AND FITNESS

FOR PARTICULAR PURPOSE. NO REPRESENTATIVE

HAS THE AUTHORITY TO MAKE ANY

REPRESENTATIONS OTHER THAN THOSE STATED

HEREIN.

8. PacificFederal-PacificTech JV 1 reserves the right to suspend its obligation under this warranty if (a) any bills to the General Contractor or Owner have not been paid in full to Pacific Tech Construction, Inc.; (b) the General Contractor or Owner fails to reimburse PacificFederal-PacificTech JV 1 for claim investigation costs as provided in paragraph 3. Not withstanding the foregoing, the provisions of paragraph 5 and 6 above shall remain in full force and effect.

9. This warranty may not be transferred upon change of ownership of the building shown below unless the Owner (a) notifies PacificFederal-PacificTech JV 1 in writing of its proposed change at least thirty (30) days prior to the change;

(b) pays PacificFederal-PacificTech JV 1 the warranty transfer fee which was in effect on the date this warranty was issued. NO transfer of this warranty as provided herein shall extend the expiration date of this warranty.

10. Any claim or dispute between the Owner and PacificFederal- PacificTech JV 1 arising out of this warranty or relating to any material supplied or installed on the roof shall be resolved by final and binding arbitration in accordance with the rules of the American Arbitration Association.

11. This warraty shall not be applicable to damage or loss caused in whole or in part by:

a. chemical degradation, natural disaster, including but not limited to earthquakes, lightning, hail, wind gusts in excess of 54mph, tornadoes/hurricanes, etc;

b. vandalism, civil disturbances, acts of war, failure of owner to use reasonable care, animals;

c. settling, warping, or the failure of the structure on which the roof membrane is attached;

d. failure of metal work, accessories, equipment or materials such as caulking or other sealants;

e. the roof membrane is exposed to substances or chemicals, which are not compatible with the membrane and have not been previously approved by Pacific Tech Construction, Inc.

12. Pacific Tech Construction, Inc.’s liability shall not exceed the original cost of the installation of the roof membrane. It is expressly agreed that the sole remedy to any defect to the roof membrane be the choice of Pacific Tech Construction, Inc.

By: __________________________________ Date: 6/8/2023 Douglas Yeaman, VP Roofing Operations

PacificFederal-PacificTech JV 1 805 8th Ave Longview, WA 98632 Douglas Yeaman, VP Roofing Office: (360) 414-8084 Fax: (360) 414-8196

Building Address: USACE Constitution Ave, St. Paul, MN 55111 Building Owner’s Name: US Army Engineer District, Louisville Building Owner’s Address: 600 Dr. Martin Luther King Jr. Place Rm 821, Louisville, KY 40202

Date of Substantial Completion: 9/29/2022 Effective until: 9/29/2027

PROJECT INFORMATION

Project Number: **Reference number when corresponding with Johns Manville**

Project Name:

Guarantee Term:

Project Location:

CONTRACTOR INFORMATION

Peak Program Status:

Peak Program Level:

Approved Johns Manville Roofing System(s):

ROOF ASSEMBLY AS PROPOSED TO JOHNS MANVILLE

Deck Information

Substrate Board

MANUFACTURER CERTIFICATION

2 | P a g e

Johns Manville is a manufacturer of commercial roofing products and offers this general conceptual information to you as a courtesy. This complimentary assistance is not to be used or relied upon by anyone as a substitute for professional engineering design or documentation required by building code, contract or applicable law. By accepting these comments you agree they do not constitute any representations, endorsements of, or an assumption by Johns Manville of any liability for either the adequacy of the design of this building or of any material not supplied by Johns Manville. These comments are for Johns Manville Guarantee purposes only. Additional requirements may be necessary as determined by contract documents, building code and regulations, or governing entity.

Air/Vapor Barrier

Insulation Layer 1

Insulation Layer 2

Insulation Layer 3

Cover Board

Base Ply

Cap Sheet

Flashings

DESIGN CRITERIA & INFORMATION

Perimeter and Corner Dimensions

3 | P a g e

Johns Manville is a manufacturer of commercial roofing products and offers this general conceptual information to you as a courtesy. This complimentary assistance is not to be used or relied upon by anyone as a substitute for professional engineering design or documentation required by building code, contract or applicable law. By accepting these comments you agree they do not constitute any representations, endorsements of, or an assumption by Johns Manville of any liability for either the adequacy of the design of this building or of any material not supplied by Johns Manville. These comments are for Johns Manville Guarantee purposes only. Additional requirements may be necessary as determined by contract documents, building code and regulations, or governing entity.

Performance/Technical Information

Installation Notes

Johns Manville Technical Services Roofing Systems Group

10100 W Ute Ave Littleton, CO 80127

800-922-5922 Option 3 corresponding with Johns Manville**

Project Name:

Guarantee Term:

Project Location:

CONTRACTOR INFORMATION

Peak Program Status:

Peak Program Level:

Approved Johns Manville Roofing System(s):

ROOF ASSEMBLY AS PROPOSED TO JOHNS MANVILLE

Deck Information

Substrate Board

Johns Manville is a manufacturer of commercial roofing products and offers this general conceptual information to you as a courtesy. This complimentary assistance is not to be used or relied upon by anyone as a substitute for professional engineering design or documentation required by building code, contract or applicable law. By accepting these comments you agree they do not constitute any representations, endorsements of, or an assumption by Johns Manville of any liability for either the adequacy of the design of this building or of any material not supplied by Johns Manville. These comments are for Johns Manville Guarantee purposes only. Additional requirements may be necessary as determined by contract documents, building code and regulations, or governing entity.

Air/Vapor Barrier

Insulation Layer 1

Insulation Layer 2

Insulation Layer 3

Cover Board

Base Ply

Cap Sheet

Flashings

DESIGN CRITERIA & INFORMATION

Perimeter and Corner Dimensions

Johns Manville is a manufacturer of commercial roofing products and offers this general conceptual information to you as a courtesy. This complimentary assistance is not to be used or relied upon by anyone as a substitute for professional engineering design or documentation required by building code, contract or applicable law. By accepting these comments you agree they do not constitute any representations, endorsements of, or an assumption by Johns Manville of any liability for either the adequacy of the design of this building or of any material not supplied by Johns Manville. These comments are for Johns Manville Guarantee purposes only. Additional requirements may be necessary as determined by contract documents, building code and regulations, or governing entity.

Performance/Technical Information

Installation Notes

Johns Manville Technical Services Roofing Systems Group

10100 W Ute Ave Littleton, CO 80127 corresponding with Johns Manville**

Project Name:

Guarantee Term:

Project Location:

CONTRACTOR INFORMATION

Peak Program Status:

Peak Program Level:

Approved Johns Manville Roofing System(s):

ROOF ASSEMBLY AS PROPOSED TO JOHNS MANVILLE

Deck Information

Air/Vapor Barrier

Johns Manville is a manufacturer of commercial roofing products and offers this general conceptual information to you as a courtesy. This complimentary assistance is not to be used or relied upon by anyone as a substitute for professional engineering design or documentation required by building code, contract or applicable law. By accepting these comments you agree they do not constitute any representations, endorsements of, or an assumption by Johns Manville of any liability for either the adequacy of the design of this building or of any material not supplied by Johns Manville. These comments are for Johns Manville Guarantee purposes only. Additional requirements may be necessary as determined by contract documents, building code and regulations, or governing entity.

Insulation Layer 1

Insulation Layer 2

Insulation Layer 3

Cover Board

Base Ply

Cap Sheet

Flashings

DESIGN CRITERIA & INFORMATION

Perimeter and Corner Dimensions

Performance/Technical Information

Johns Manville is a manufacturer of commercial roofing products and offers this general conceptual information to you as a courtesy. This complimentary assistance is not to be used or relied upon by anyone as a substitute for professional engineering design or documentation required by building code, contract or applicable law. By accepting these comments you agree they do not constitute any representations, endorsements of, or an assumption by Johns Manville of any liability for either the adequacy of the design of this building or of any material not supplied by Johns Manville. These comments are for Johns Manville Guarantee purposes only. Additional requirements may be necessary as determined by contract documents, building code and regulations, or governing entity.

Installation Notes

Johns Manville Technical Services Roofing Systems Group

10100 W Ute Ave Littleton, CO 80127

October 9, 2020

PACIFIC TECH CONSTRUCTION, INC.

1302 WALNUT STREET

KELSO, WA 98626

Phone: 1-360-414-8084 Fax: 1-360-957-2773

To Whom It May Concern:

Please be advised that a Johns Manville Approved Roofing Contractor Agreement (the “Agreement”) presently exists between Johns Manville Roofing Systems Group and the above named contractor located at the above address. The Agreement stipulates that Johns Manville will issue Peak Advantage Guarantees for Johns Manville systems listed below.

System Term APP;BUR;SBS Asphalt Applied;SBS Heat Welded;SBS Cold Applied;EPDM;PVC;TPO all

These guarantees will be issued to the above-named contractor in accordance with all procedures and requirements of the Johns Manville Peak Advantage Guarantee Program. This Agreement is subject to cancellation by either Johns Manville Roofing Systems Group or the above named contractor upon thirty

(30) days written notice to the other party of the Agreement.

Sincerely, Guarantee Services

For questions related to this communication, please contact:

Guarantee Services Johns Manville Roofing Systems 10100 W. Ute Avenue | Mailstop R-15 | Littleton, CO 80127 GSU@jm.com | 800.922.5922 | Fax: 877.403.1747

2.2 Approved ApplicatorW912QR24R0021_CF_Specs_Vol1a-0002

DEPARTMENT OF THE ARMY

U.S.ARMY ENGINEER DISTRICT, LOUISVILLE

CORPS OF ENGINEERS

440 Hangar Road

Scott AFB, IL 62225-5030

March 27, 2023 C-0008

SUBJECT: Contract No. W912QR-20-D-0019 - W912QR20F0394, USAR NRP FY20-025, MN036 – St. Paul, MN, Substantial Completion

ATTN: Douglas Yeaman Pacific Federal-Pacific Tech JV 1 805 8th Ave.

Longview, WA 98632

Mr. Douglas Yeaman:

Reference is made to the subject contract USAR NRP FY20-025 (MN018, MN036, NE003, OH094), specifically for the MN036 location. You are advised that construction work for the roofing systems pertaining to this contract was considered substantially complete and possession was taken on October 25, 2022, the day of USACE’s final inspection.

In accordance with MATOC specification section 00 80 00.00 06 Paragraph 1.15, “WARRANTY OF CONSTRUCTION”, the warranty shall be effective from the date of final acceptance of the work, October 25, 2022, and continue for a period of five years from this date.

Please be advised that all outstanding submittals must be completed, and project closeout requirements must be met before final payment may be issued. The P.O.C for this email is Jacque McNamee who can be reached at (618) 402-9332 or Jacque.P.Mcnamee@usace.army.mil .

Sincerely, Joel Switzer, EIT Contracting Officer’s Representative mailto:Jacque.P.Mcnamee@usace.army.mil

Site Visit Report - Final Inspection

Tracking Number: 8049953

Guarantee Number: Not yet issued

Primary Roof Type: SBS

Squares: 657

Job Name: FACID MN036 Bldgs 505 & 507

Inspection Date: October 25, 2022

Inspected By: Derek Larson

Inspection Status: Approved

Property

FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

16182569054

Contractor

PACIFIC TECH CONSTRUCTION INC

1302 WALNUT STREET

KELSO, WA 98626

3604148084

Johns Manville (JM) conducted a site inspection on the above referenced property during a site visit on Tuesday, October 25, 2022.

Work to be done by Contractor:

Derek Larson-JM present during inspection

Owner maintenance items noted:

None

Photos taken during the inspection are attached.

For questions related to this site visit report, please contact:

Derek Larson

Johns Manville Roofing Systems

(763) 204-1805 derek.larson@jm.com

Johns Manville is a manufacturer of commercial roofing products and offers this general conceptual information to you as a courtesy. This complimentary assistance is not to be used or relied upon by anyone as a substitute for professional engineering design and documentation required by building code, contract or applicable law. By accepting these comments you agree they do not constitute any representations, endorsements of, or an assumption by Johns Manville of any liability for either the adequacy of the design of this building or any other material not supplied by Johns Manville.

* * * Inspection Photographs * * *

Tracking Numb… 8049953 Guarantee Nu… Not yet issued Inspection Date: Tuesday, October 25, 2022 Inspected By: Derek Larson

Contractor PACIFIC TECH CONSTRUCTION INC

Property FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Group: 1.1 - Category: Building View Category:

Group:

Building View

1.2 -

Category:

Group:

Address Verification

1.3 -

Category:

Group:

Weather

1.4 -

Guarantee Nu… Not yet issued Inspection Date: Tuesday, October 25, 2022 Inspected By: Derek Larson

Contractor PACIFIC TECH CONSTRUCTION INC

Property FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Group: 1.5 - Category: Roof Access Category:

Group:

Roof Access

1.6 -

Category:

Group:

Overview

1.7 -

Category:

Group:

Overview

1.8 -

Guarantee Nu… Not yet issued Inspection Date: Tuesday, October 25, 2022 Inspected By: Derek Larson

Contractor PACIFIC TECH CONSTRUCTION INC

Property FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Group: 1.9 - Category: Overview Category:

Group:

Overview

1.10 -

Category:

Group:

Overview

1.11 -

Category:

Group:

Overview

1.12 -

Guarantee Nu… Not yet issued Inspection Date: Tuesday, October 25, 2022 Inspected By: Derek Larson

Contractor PACIFIC TECH CONSTRUCTION INC

Property FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Group: 1.13 - Category: Overview Category:

Group:

Overview

1.14 -

Category:

Group:

Overview

1.15 -

Category:

Group:

Overview

1.16 -

Guarantee Nu… Not yet issued Inspection Date: Tuesday, October 25, 2022 Inspected By: Derek Larson

Contractor PACIFIC TECH CONSTRUCTION INC

Property FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Group: 1.17 - Category: Overview Category:

Group:

Overview

1.18 -

Category:

Group:

Overview

1.19 -

Category:

Group:

Overview

1.20 -

Guarantee Nu… Not yet issued Inspection Date: Tuesday, October 25, 2022 Inspected By: Derek Larson

Contractor PACIFIC TECH CONSTRUCTION INC

Property FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Group: 1.21 - Category: Overview Category:

Group:

Overview

1.22 -

Category:

Group:

Overview

1.23 -

Category:

Group:

Overview

1.24 -

Guarantee Nu… Not yet issued Inspection Date: Tuesday, October 25, 2022 Inspected By: Derek Larson

Contractor PACIFIC TECH CONSTRUCTION INC

Property FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Group: 1.25 - Category: Overview Category:

Group:

Overview

1.26 -

Category:

Group:

Overview

1.27 -

Category:

Group:

Typical Detail

1.28 -

Comments: SBS scupper detail

Guarantee Nu… Not yet issued Inspection Date: Tuesday, October 25, 2022 Inspected By: Derek Larson

Contractor PACIFIC TECH CONSTRUCTION INC

Property FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Group: 1.29 - Category: Typical Detail

Comments: SBS drain detail Category:

Group:

Typical Detail

1.30 -

Comments: SBS curb detail

Category:

Group:

Typical Detail

1.31 -

Comments: Protection under line

Category:

Group:

Typical Detail

1.32 -

Comments: SBS scupper detail

Guarantee Nu… Not yet issued Inspection Date: Tuesday, October 25, 2022 Inspected By: Derek Larson

Contractor PACIFIC TECH CONSTRUCTION INC

Property FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Group: 1.33 - Category: Typical Detail

Comments: Edge metal with gutter Category:

Group:

Typical Detail

1.34 -

Comments: SBS curb detail

Category:

Group:

Typical Detail

1.35 -

Comments: PermaFlash detail

Category:

Group:

Typical Detail

1.36 -

Comments: PermaFlash detail

Guarantee Nu… Not yet issued Inspection Date: Tuesday, October 25, 2022 Inspected By: Derek Larson

Contractor PACIFIC TECH CONSTRUCTION INC

Property FACID MN036 Bldgs 505 & 507 Constitution Ave.

St. Paul, MN 55111

Group: 1.37 - Category: Typical Detail

Comments: SBS curb detail Category:

Group:

Typical Detail

1.38 -

Comments: PermaFlash detail

Category:

Group:

Typical Detail

1.39 -

Comments: Protection under ac

Category:

Group:

Typical Detail

1.40 -

Comments: SBS walkway pads

G

E

D

C

A

US Army Corps of Engineers®

LOUISVILLE DISTRICT

EN GINEE RS

NATIONAL ROOFING PROJECT (NRP)

FY19 PROJECT MN036

US ARMY RESERVE CENTER

CONSTITUTION AVE. ST. PAUL, MN 55111

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: 24 JULY 2020

VOLUME : NOT APPLICABLE

7 10

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

G-001 COVER SHEET

G-002 GENERAL INFORMATION SHEET

A-101 EXISTING, DEMO ROOF PLAN - USARC (505)

A-102 EXISTING, DEMO ROOF PLAN - USARC (505)

A-103 EXISTING, DEMO ROOF PLAN - USARC (505)

A-104 EXISTING, DEMO ROOF PLAN - USARC (507)

A-105 NEW ROOF PLAN - USARC (505)

A-106 NEW ROOF PLAN - USARC (505)

A-107 NEW ROOF PLAN - USARC (505)

A-108 NEW ROOF PLAN - USARC (507)

A-109 INSULATION ATTACHMENT PLAN - USARC (505)

A-110 INSULATION ATTACHMENT PLAN - USARC (507)

A-501 ROOF DETAILS

A-502 ROOF DETAILS

A-503 ROOF DETAILS

A-504 ROOF DETAILS

A-505 ROOF DETAILS

A-506 ROOF DETAILS

\N9120R-021303n_NRP25_Vi:i1C-OOOO

US Army Corps of Engineers e

SHEET ID

G-001

CERTIFIED FINAL

F

E

D

C

' 3

SITE AND STAGING

1 . NORMAL WORKING HOURS 0730 - 1630 MONDAY THROUGH FRIDAY.

2. NOTIFY MANAGEMENT AT THE START AND COMPLETION OF EACH WORKDAY.

3, CONTRACTOR MUST COORDINATE SCAFFOLDING SETUP AND lAYDOWN AREA WITH CONTRACTING OFFICER TO OBTAIN AN

APPROVAL SITE PLAN.

BLDG BUILDING

ABBREVIATIONS

CJ CONTROL JOINT

DWG DRAWING

ECP ENTRY CONTROL POINT

B 1-----c"cc�----f,=A=c=,c=n=,=cc:c=:::.::..._ ____________________ ---J

GEJ GUTTER EXPANSION JOINT

MAX. MAXIMUM

MIN. MINIMUM

N.I.C, NOT IN CONTRACT

N.T.S. NOTTO SCALE

NO. NUMBER

OF OVERFLOW

0,C. ON CENTER

S.S. STAINLESS STEEL

SSMR STANDING SEAM METAL ROOF

A l-----c

,c M

c. ----+,=,M=,=�=,======"---------------------J

TERM. TERMINATION

TYP, TYPICAL

COB CONTRACTING OFFICERS REPRESENTATIVES

4 5 6

SCOPE OF WORK

1. BUILDING 605

SECTOR§A B C D F G H J AND K:

REMOVE AND DISPOSE OF THE EXISTING ROOF SYSTEM INCLUDING FLASHINGS ANO SHEET METAL DOWN TO THE EXISTING STEEL DECK; MECHANICALLY ATTACH GYPSUM BOARD, FULLY ADHERE VAPOR BARRIER; INSTALL INSULATION SYSTEM AS SPECIFIED; ADHERE A TWO-PLY MODIFIED BITUMEN ROOF MEMBRANE ALONG WITH FLASHINGS, ACCESSORIES, AND SHEET METAL FLASHINGS AND TRIM TO PROVIOE A COMPLETE ROOF ASSEMBLY IN

COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.

INSTALL NEW OVERFLOW SCUPPERS WHERE INDICATED ON THE DRAWINGS.

REMOVAL OF EXISTING RETROFIT DRAINS AND EXISITNG ROOF DRAINS AND REPLACE WITH NEW ROOF DRAIN.

PROPERLY PREPARE, PRIME AND PAINT RUSTED ROOFTOP EQUIPMENT.

SECTORE:

REMOVE AND DISPOSE OF THE EXISTING ROOF SYSTE M INCLUOTNG FLASHINGS AND SHEET METAL DOWNTO THE EXISTING STEEL DECK: MECHANICALLY ATTACH GYPSUM BOARD, FULLY ADHERE VAPOR BARRIER: INSTALL TAPERED INSULATION SYSTEM AS SPECIFIED: ADHERE A TWO•PLY MODIFIED BITUMEN ROOF MEMBRANE ALONG WITH FLASHINGS, ACCESSORIES, AND SHEET METAL FLASHINGS AND TRIM TO PROVIDE A COMPLETE ROOF ASSEMBL y IN

COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.

REMOVAL OF EXISTING RETROFIT DRAINS AND EXISlTNG ROOF DRAINS ANO REPLACE WITH NEW ROOF DRAIN.

2. BUILDING507

SECTORS A B D AND E:

REMOVE AND DISPOSE OF THE EXISTING ROOF SYSTEM INCLUDING FLASHINGS AND SHEET METAL DOWN TO THE EXISTING STEEL DECK; MECHANICALLY ATTACH GYPSUM BOARD, FULLY ADHERE VAPOR BARRIER; INSTALL INSULATION SYSTEM AS SPECIFIED; ADHERE A TWO-PLY MODIFIED BITUMEN ROOF MEMBRANE ALONG WITH FLASHINGS, ACCESSORIES, ANO SHEET METAL FLASHINGS AND TRIM TO PROVlDE A COMPLETE ROOF ASSEMBLY IN

COMPLIANCE WITH THE PLANS ANO SPECIFICATIONS.

RAISE MECHANICAL EQUIPMENT TO PROVIDE ADEQUATE FLASHING HEIGHTS.

REMOVE EXISTING ABANDONED EQUIPMENT WHERE INDICATED ON THE DRAWINGS AND FILL OPENING.

INSTALLATION OF COMPLETE GUTTER HEAT CABLE SYSTEM.

.filill.!ill!..:

REMOVE AND DISPOSE OF THE EXISTING ROOF sYSTEM INCLUDING FLASHINGS AND SHEET METAL DOWN TO THE EXISTING CONCRETE OECK; FULLY ADHERE VAPOR BARRIER; INSTALL INSULATION SYSTEM AS SPECIF/ED; ADHERE A TWO-PLY MODIFIED BlTUMEN ROOF MEMBRANE ALONG WITH FLASHINGS, ACCESSORIES, ANO SHEET METN.

FLASHINGS AND TRIM TO PROVIDE A COMPLETE ROOF ASSEMBLY IN COMPLIANCE WITH THE PLANS ANO

SPECIFICATIONS.

REMOVE EXISTING ABANDONED EQUIPMENT WHERE INDICATED ON THE DRAWINGS AND FILL OPENING.

INSTALLATION OF COMPLETE GUTTER HEAT CABLE SYSTEM.

PROPERLY PREPARE, PRIME AND PAINT RUSTED HOODS ON ROOFTOP EQUIPMENT.

7 8 9 10 W912QR-02130372.JfRP21i_VolC.oooo

GENERAL (ROOFING) NOTES

1 . ALL DIMENSIONS DEPICTED IN THE CONTRACT OOCUMENTSARE TO BE CONSIDERED APPROXIMATE ANO ARE GIVEN FOR PRICING PURPOSES ONLY: THE DIMENSIONS DEPICTED ARE NOT TO BE CONSIDERED "ACTUAL" FOR MANUFACTURING PURPOSES. DUE TO THE NATURE OF RENOVATING EXISTING CONDITIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL CONDITIONS AND REQUIREMENTS, WHERE WORK IS TO BE EXECUTED, PRIOR TO THE COMMENCEMENT OF WORK;

FIELD VERIFICATION SHALL BE REQUIRED FOR ANY DEMOLITION OF EXISTING CONDlTIONS, AS WELL AS BEFORE ORDERING MATERIALS AND INSTALLATION OF

PRODUCTS.

2. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE TO FACE OF STUD WALLS. TO CENTERLINE OF COLUMNS, TO FACE OF CONCRETE OR MASONRY WALLS OR TOFIN. FACE

OF EXISTING CONSTRUCT(ON UNLESS OTHERWISE INDICATED.

3. SHOP DRAWINGS PRODUCED FOR THJS PROJECT WILL INCLUDE PRODUCT DATA ANO INSTRUCTIONS FOR INSTALLATION OF ALL FASTENERS, AS WELL AS FASTENER SPACING, PULL OUT DATA, DIAMETER EMBEOMENT, AND MATERIAL. DEVELOP SHOP DRAWINGS FOR ALL FASTENER CONDITIONS AND SUBMIT FOR REVIEW. ANY INSTALLATION PRIOR TO THE RECEIPT OF APPROVED SHOP DRAWINGS JS AT THE SOLE RISK OF THE CONTRACTOR. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL

SUBMITTAL REQUIREMENTS.

4. THE CONTRACTOR WILL MAINTAIN A CLEAN, SAFE AND SECURE SITE AND PROVIDE DAILY CLEAN UP. THE SITE IS ADJACENT TO THE FLIGHT LINE AND THE CONTRACTOR WILL CONTROL ALL THE MATERIALS ANO DEBRIS AT ALL TIMES TO AVOID WINO BLOWN DEBRIS FROM LEAVING THE SITE AND INTERFERENCE WlTH FLIGHT LINE ACTIVITY.

5. AT THE COMPLETION OF CONSTRUCTION. CONTRACTORS STAGING AND/ OR LAY DOWN AREAS WILL BE RETURNED TO ORIGINAL CONDmONS UNLESS OTHERWISE

NOTED.

6. SECURE ALL CONSTRUCTION LOCATIONS AT ALL TIMES.

7, THE CONTRACTOR'S WORK PLAN MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL

8. CONTRACTOR ASSUMES FINANC!AL RESPONSIBILITY FOR ALL DAMAGE AS A RESULT OF LEAKS/ WATER INTRUSION FROM CONSTRUCTION ACTIVITIES.

9. CONTRACTOR WILL COOROINA TE ALL ACTIVITIES THAT GENERATE NOXIOUS ODORS WITH OWNER'S REPRESENTATIVE SO AS TO MINIMIZE THE NEGATIVE EFFECTS OF

FUMES.

10. CONTRACTOR SHALL REMOVE, HAUL AWAY, ANO DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES, INCLUDING HAZARDOUS

MATERIALS.

11. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER. NEATLY AND ACCURATELY CUT EXISTING CONSTRUCTION TO LIMITS NECESSARY TO ACCOMMODATE NEW

CONSTRUCTION.

12. THE CONTRACTOR WILL ONLY USE REMOVAL AND INSTALLATION METI-IOOS THAT MINIMIZE FALLING DUST AND DEBRIS.

13. CONTRACTOR SHALL NOT UTILIZE MOTORIZED MECHANICAL EQUIPMENT TO REMOVE EXISTING ROOF AND OTHERlAYERS TO AVOID DUSTING AND DISTURBING OCCUPANTS OF THE FACILITY. ALL MATERIALS FOR DEMOLlTION SHOULO BE CUT TO MANAGEABLE PIECES, MANUALLY REMOVED AND HAULED AWAY. CONTRACTOR IS TO PRESENT A DEMOLITION PLAN WITH PROPOSED TECHNIQUES TO THE CONTRACTING OFFICER FOR APPROVAL.

14. PHASE AND INSTALL THE WORK TO MAINTAIN POSITIVE DRAINAGE TO AVOID PONDING AT ALL TIMES.

16. CONTRACTOR WILL ORY-IN WEATHER TIGHT ALL AREAS OF WORK DAILY IN ORDER TO PROTECT THE EXISTING FACILITY AND EQUIPMENT. MAINTAIN A SECURE AND

WATERTIGHT FACILITY THROUGHOUT CONSTRUCTION.

16. IF THE CONTRACTOR ENCOUNTERS ANY UNFORESEEN HAZARDOUS SITE CONDITIONS DURING THE PERFORMANCE OF THE CONTRACT, INCLUDING BUT NOT LIMITED TO SUSPECTED ASBESTOS CONTAINING MATERIAL (ACM) OR LEAD-BASED PAINT, THE CONTRACTOR SHALL CEASE EXECUTION Of WORK/OPERATIONS IN THE SUSPECTED AREA, IMMEOIATEL Y EVACUATE ALL PERSONNEL ANO NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE. VERIFICATION OF THE SUSPECT CONDITION WILL COMMENCE THOUGH SAMPLE AND ANALYSIS BY A CONTRACTOR QUALIFIED FOR SUCH, AS DIRECTED BY THE CONTRACTING OFFICER.

1 7. MANY OF THE DETAILS CONTAINED HERIN ARE DEVELOPED BASED UPON DESIGN PERFORMANCE CRITERIA. MANY OETAILS ARE GENERIC IN NATURE AND DEPENDANT ON THE ACTUAL PRODUCT SELECT JON MADE BY THE CONTRACTOR DURING BIDDING AND CONSTRUCTION. WHEN REQUESTED OR REQUIRED BY THE MANUFACTURER DUE TO THE CONFIGURATION OF THEIR PRODUCTS(S), MINOR VARIATIONS FROM THE DETAIL SHOWN WILL BE CONSIDERED WHEN THEY MEET THE REQUIREMENTS OF TI-lE CONTRACT DRAWINGS ANO SPECIFICATIONS. THE CONTRACTING OFFICERS'$ REPRESENTATIVE WILL DETERMINE THE EQUIVALENCY OF ANY SUCH VARIATION. THE CONTRACTOR WILL SUBMIT Af3 A MINIMUM THE DETAILS SHOWN WlTH ANY VARIATION TO THE DETAILS CONTAINED IN THE CONTRACT DOCUMENTS. IF PROPOSED VARIATIONS TO BE DETAILS ARE NOT ACCEPTED, THE CONTRACTOR WILL EITHER INSTALL THE MATERIAL AS INDICATED ON THE CONTRACT DRAWINGS ANO SPECIFICATIONS OR REVISE THE PROPOSED DETAILS AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. ANY ACCEPTED CHANGES TOTI-IE CONTRACT

DOCUMENTS WILL BE PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.

16. THE ARCHITECT IS RESPONSIBLE FOR THE DESIGN RELATIVE TO THE IDENTIFIED CODES AND TO THE DEGREE THAT THE SCOPE INCLUDES ON SITE OBSERVATION DURING CONSTRUCTION, REVIEWS ENSURE THE INSTALLATION IS IN CONFORMANCE WITH THE DESIGN. THE ARCHITECTSPECIFICALLY IS NOT RESPONSIBLE FOR THE MEANS AND METHODS INCLUDING SAFETY MEASURES USEO BY THE CONTRACTOR TO COMPLETE THE WORK.

19. CONTRACTOR SHALL LIMIT ROOF LOADING TO THE MAXIMUM EXTENT POSSIBLE. MAX LOAD OF CONSTRUCTION MATERIALS NOTTO EXCEED A 20 PSF LIVE LOAD.

20. WHERE ROOFING ANO FLASHING DETAILS ARE NOT PROVIDED THE CONTRACTOR WILL PROVIDE DETAILS UTILIZING SMACNA AND NRCAAS MINIMUM STANDARDS FOR DEVELOPMENT OF THE DETAIL: HOWEVER, IN ALL CASES ALL SYSTEMS MUST MEET CURRENT CODES.

21. ALL ROOF COMPONENTS SHALL BE DESIGNED TO WITHSTAND THE WINO LO/IDS INDICATED ON THE DRAWINGS. PULL OUT TEST USING PROPOSED FASTENERS MUST BE PERFORMED PRIOR TO THE DEVELOPMENT OF SHOP DRAWINGS. RESULTS MUST BE SUBMITTED WITH SHOP DRAWINGS. WIND SPEED WARRANTIES ARE INCLUDED.

WINO SPEED WARRANTIES EXCLUDE FAILURE OF THE EXISTING DECK TO REMAIN ATTACHED TO THE EXISTING STRUCTURAL SYSTEM.

22. ROOF EQUIPMENT WHICH IS TO REMAIN SHALL REMAIN OPERATIONAL DURING ALL RE·ROOFING ACTIVITIES. PROVIDE TEMPORARY SUPPORTS, TEMPORARY WATERPROOFING ANO OTHER TEMPORARY SERVICE Af3 REQUIRED TO AVOID DISTURBING OCCUPANTS.

23. IN NO CASE WILL LENGTHS OF FLASHING UNDER 24 INCHES BE ALLOWED. IN ALL CASES FASTENERS WILL BE PLACED STARTING WITHIN 2 INCHESOF THE EDGE OF EACH

PIECE OF FLASHING.

24. ALL EXISTING EQUIPMENT ANO FINISHES TO REMAIN SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES DURING DEMOLITION ANO CONSTRUCTION. CONSTRUCTION COMPONENTS WHICH ARE TO REMAIN THAT ARE DAMAGED BYTI-IE CONTRACTOR SHALL BE REPAIRED, PATCHED, OR REPLACED TO MATCH ADJOINING WORK AT NO

ADDITIONAL COST.

25. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF CORRODED OR DETERIORATED CONDITIONS EXPOSED DURING DEMOLITION AND CONSTRUCTION. REPAIRS OF CONCEN.EO CONDITIONS ARE NOT INCLUDED IN THE RENOVATION SCOPE OF WORK UNLESS SPECIFICAU. Y NOTED.

A1

GRAPHICS LEGEND

SECTION/ DETAIL INDICATOR

@= sm,owoeu,c """"'

X-1#1# SHE:ETWHERE LOCATEO

DRAWING TITLE

PLAN/ DETAIL NUMBER

I

PLAN/ DETAIL TITLE

FLOOR PLAN

SCALE: 1116" 0 1· - o·

L PLAN/ DETAIL SCALE

8' 16'

GRAPHIC SCALE j

ENLARGED PLAN/ DETAIL INDICATOR

� ENLARGED PLAN/ DETAIL NUMBER

SHEET WHERE LOCATED

(��1

PLAN NORTH ARROWS

NORTH @= PLAN/ PROJECT NORTH

TRUE/ ACTUAL NORTH

(MAY NOT BE SHOWN IF PLAN/

PROJECT NORTH IS THE SAME)

US Army Corps of Engineers-, SHEET ID

G-002

2 3 5 6

LEGEND

® ROOF AREA DESIGNATOR

G ST�

STRUCTURAL SLOPE INDICATOR

t' .................. , TAPERED INSULATION L ______ J

TAPERED SLOPE DIRECTION

RIDGE/ HIP/ VALLEY

ROOF DRAIN

PIPE PENETRATION

F Ci$I EQUIPMENT CURB i1III DEMO/REMOVE f----------------109'-3"---------------l

OF

__J ROOF EDGE

� PARAPET WALL

ZZZRZ= OVERFLOW SCUPPER

OF

H ROOF ACCESS LADDER

------ ROOF EXPANSION JOINT

---------- STRUCTURAL

D

C

OF OF

B

A

EXISTING DEMO ROOF PLAN - USARC 505

A4 SCALE; 1/16" = 1'-0" 8' 16'

PLAN

NORTH

32'

9 10

GENERAL SHEET NOTES

1. EXISTING ROOF ASSEMBLIES

A. ROOF SECTORS A ANO 8

2-PL Y MODIFIED BITUMEN

112" PERLITE

2.8" POLYISOCYANURATE

VAPOR BARRIER

METAL DECK

0 SHEET KEY NOTES

OVERALL KEY

Q)

W9120R.Q2 I 30J72_ tnl P25_ VolC-0000

US Army Corps of Engineers• z u z

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SHEET ID

A-101

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0 ROOF AREA DESIGNATOR

G

STRUCT.

STRUCTURAL SLOPE INDICATOR

�,.,. ..... �n.n,.

TAPERED INSULATION �,.::::·::·::;:·,;_::J

- TAPERED SLOPE DIRECTION

- --- RIDGEi HIP/VALLEY

• ROOF DRAIN

181 EQUIPMENT CURB

ROOF EDGE

� P!1-RAPETWALL

OVERFLOW SCUPPER

o, H ROOF ACCESS LADDER

------ ROOF EXPANSION JOINT

---------- STRUCTURAL

D

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5 I 6 I 7 I 6

STRUCT.

o, 1---------71'-10"----------'

A4r,fc��!f!�7,,J�,!t�f,�f.-� D=E�M�Oa:...:.R�O�O=F�P�L�A�N"--'-�U�S�A=R�C�/�!5�0�5:L..\ ______________ �

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