22r20-CDC SB-Am-0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

J

PAGE OF PAGES

1 2

2. AMENDMENT/MODIFICATION NO.

Am-0003

3. EFFECTIVE DATE

20-Jul-2022

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY CODE W9128A 7. ADMINISTERED BY (If other than item 6) CODE

CONTRACTING DIVISION

BLDG 230 OTAKE ST.

FORT SHAFTER HI 96858

See Item 6

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X

9A. AMENDMENT OF SOLICITATION NO.

W9128A22R0022

X 9B. DATED (SEE ITEM 11)

08-Jun-2022

10A. MOD. OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

FY22 MCA PN 070551 Child Development Center, Schofield Barracks, Oahu, Hawaii

See Continuation Page.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

TEL: EMAIL:

15B. CONT RACT OR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

30-105-04 STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

W9128A22R0020 Am-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0003)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages to the solicitation. Changes are bold.

Section 06 41 16.00 10, para 1.2

Section 08 81 00, para 2.2.2, 2.3, and 2.3.1

b. NEW SECTIONS. The following are new pages to the solicitation.

Section 01 33 22, Attachment 1 LEED

Section 06 10 00, Rough Carpentry

Section 07 13 53, Plastic-Laminate-CLAD Architectural Cabinets

Section 00 60 00, Appendix A – Requests for Information (#15 through 68)

2. CHANGES TO DRAWINGS

a. REVISED DRAWINGS. The following revised drawings replace like-numbered drawings and are issued herewith:

Sheet ID Sheet Number Mark Revision Date

S-108 105 of 423 A3 7/18/22

S-501 111 of 423 A3 7/18/22

S-502 112 of 423 A3 7/18/22

S-706 127 of 423 A3 7/18/22

M-001 269 of 423 A3 7/18/22

M-601 296 of 423 A3 7/18/22

EP402 362 of 423 A3 7/18/22

EP701 368 of 423 A3 7/18/22

b. NEW DRAWINGS. The following new drawings are issued herewith:

N/A

3. Request for Information (RFI) due date is 25 July 2022 at 10:00 a.m., Hawaii Standard Time.

4. The proposal due date and time has changed, see Am-0003, SF1442, Page 1, Block 13A.

FY22 MCA PN70551 Child Development Center, Schofield Barracks, Oahu, Haw aii

DAYNA N MATSUMURA (808) 835-4379

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

08-Jun-2022

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______7 calendar days and complete it w ithin ________1237 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CONTRACTING DIVISION

BLDG 230 OTAKE ST.

FORT SHAFTER HI 96858

W9128A

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour) local time __11 Aug 2022__ (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W9128A22R0020 108

(Am-0003)

Project: Child Development Center Attachment 1

Date: February 2022 / Final Design Submittal Burns & McDonnell

Rating: Silver LEED-NC v4

Yes ? No Ph AE GC Yes ? No Ph AE GC

Project Summary + Integrative Process Materials and Resources

Y Project Summary Details D X

1 Integrative Process D X

Location and Transportation

1 Sensitive Land Protection D X

2 High Priority Site D X

2 3 Sur. Density and Diverse Uses D X

5 Access to Quality Transit D X

1 Bicycle Facilities D X

1 Reduced Parking Footprint D X

1 Green Vehicles D X

Sustainable Sites

1 Site Assessment D X

2 Protect or Restore Habitat D X

1 Open Space D X Indoor Environmental Quality

3 Rainwater Management D X Y Minimum IAQ Performance D X

2 Heat Island Reduction D X Y Tobacco Smoke Control D X

1 Light Pollution Reduction D X 2 Enhanced IAQ Strategies D X

3 Low-Emitting Materials C X

Water Efficiency 1 Construction IAQ Mgmt Plan C X

Y Outdoor Water Use Reduction D X 2 IAQ Assessment C X

Y Indoor Water Use Reduction D X 1 Thermal Comfort D X

Y Building-Level Water Metering D X 2 Interior Lighting D X

1 1 Outdoor Water Use Reduction D X 3 Daylight D X

6 Indoor Water Use Reduction D X 1 Quality Views D X

2 Cooling Tower Water Use D X 1 Acoustic Performance D X

1 Water Metering D X

Innovation

Energy and Atmosphere 1 Innovation: Purchasing, Lamps C X

1 Innovation: O&M Starter Kit 1 C X

1 Innovation: O&M Starter Kit 2 C X

Y Minimum Energy Performance D X 1 Exemplary: Enhanced IAQ C X

Y Building-Level Energy Metering D X 1 Pilot Credit: Resilience Plan C X

Y Fund. Refrigerant Mgmt D X 1 LEED AP BD+C C X

5 1 Enhanced Commissioning C X

13 5 Optimize Energy Performance D X Regional Priority

1 Advanced Energy Metering D X 1 Outdoor Water Use (2 pt) D X

2 Demand Response C X 1 Indoor Water Use (3 pt) D X

3 Renewable Energy Production D X 1 Energy Performance (10 pt) D X

1 Enhanced Refrigerant Mgmt D X x Renewable Energy (1 pt) D X

2 Green Power & Carbon Offsets C X x Bldg Life-Cycle Impact (4 pt) C X

1 C&D Waste Management (1 pt) C X

Yes ? No

X

Fundamental Commissioning and Verification

C XY

Construction Activity Pollution

Prevention Y C

Certified 40-49 pts Silver 50-59 pts

Gold 60-79 pts Platinum 80-110 pts

Legend: Ph = Review Phase (Split Design + Construction Review);

AE = Documentation by AE; GC = Documentation by Contractor 55 8 47 Project Total

X2 Construction and Demolition

Waste Management C

X

1 1 Building Product Disclosure &

Opt: Material Ingredients C X

1 1

Building Product Disclosure &

Optimization: Sourcing of Raw

Materials

C

1 1

Building Product Disclosure &

Optimization: Environmental

Product Declarations

C X

Building Life-Cycle Impact

Reduction C X

Y Construction and Demolition

Waste Management Planning C X

Y Storage and Collection of

Recyclables D X

FY21 PN 70551 CHILD DEVELOPMENT CENTER W9128A-19-D-0008

SECTION TABLE OF CONTENTS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 06 10 00

ROUGH CARPENTRY

08/ 16, CHG 2: 11/ 18

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DELIVERY AND STORAGE

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Plastic Lumber

2.1.1.1 Shear Parallel to Length

2.1.1.2 Density

2.1.1.3 Compressive Strength

2.1.1.4 Flexural Strength

2.1.1.5 Tensile Strength

2.1.1.6 Coefficient of Thermal Expansion

2.1.1.7 Screw Withdrawal

2.1.1.8 Nail Withdrawal

PART 3 EXECUTION

3.1 INSTALLATION

3.2 MISCELLANEOUS

3.2.1 Wood Roof Nailers, Edge Strips, Crickets, Curbs, and Cants

3.2.1.1 Roof Nailing Strips

3.2.1.2 Roof Edge Strips and Nailers

-- End of Section Table of Contents --

SECTION 06 10 00 Page 1

SECTION 06 10 00

ROUGH CARPENTRY

08/ 16, CHG 2: 11/ 18

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WOOD COUNCIL (AWC)

AWC WFCM (2012) Wood Frame Construction Manual for One- and Two-Family Dwellings

ASTM INTERNATIONAL (ASTM)

ASTM D198 (2015) Standard Test Methods of Static Tests of Lumber in Structural Sizes

ASTM D696 (2016) Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30 degrees C and 30 degrees C With a Vitreous Silica Dilatometer

ASTM D2344/D2344M (2016) Standard Test Method for Short-Beam Strength of Polymer Matrix Composite Materials and Their Laminates

ASTM D6108 (2013) Standard Test Method for Compressive Properties of Plastic Lumber and Shapes

ASTM D6109 (2013) Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastic Lumber and Related Products

ASTM D6111 (2013a) Standard Test Method for Bulk Density and Specific Gravity of Plastic Lumber and Shapes by Displacement

ASTM D6112 (2013) Compressive and Flexural Creep and Creep-Rupture of Plastic Lumber and Shapes

ASTM D6117 (2016) Standard Test Methods for Mechanical Fasteners in Plastic Lumber and Shapes

FM GLOBAL (FM)

FM 4435 (2013) Roof Perimeter Flashing

SECTION 06 10 00 Page 2

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Plastic Lumber

1.3 DELIVERY AND STORAGE

Deliver materials to the site in an undamaged condition. Store, protect, handle, and install prefabricated structural elements in accordance with manufacturer's instructions and as specified. Store materials off the ground to provide proper ventilation, with drainage to avoid standing water, and protection against ground moisture and dampness. Store materials with a moisture barrier at both the ground level and as a cover forming a well ventilated enclosure. Do not use materials that have visible moisture or biological growth. Remove defective and damaged materials and provide new materials. Store separated reusable wood waste convenient to cutting station and area of work.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Plastic Lumber

For use only in roofing assembly.

2.1.1.1 Shear Parallel to Length

Maximum 1,000 psi in accordance with ASTM D2344/D2344M .

2.1.1.2 Density

ASTM D6111.

2.1.1.3 Compressive Strength

a. Secant Modulus: Minimum 70,000 psi in accordance with ASTM D6108.

b. Stress at 3 percent strain: Minimum 1,500 psi in accordance with

ASTM D6108.

c. Compression Parallel to Grain: Minimum 3,000 psi in accordance with

ASTM D6112.

d. Compression Perpendicular to Grain: Minimum 1,000 psi in accordance with ASTM D6112.

2.1.1.4 Flexural Strength

Minimum 2,000 psi in accordance with ASTM D6109.

2.1.1.5 Tensile Strength

Minimum 1,250 psi in accordance with ASTM D198.

SECTION 06 10 00 Page 3

2.1.1.6 Coefficient of Thermal Expansion

Maximum 0.000080 in/in/degree F in accordance with ASTM D696.

2.1.1.7 Screw Withdrawal

350 lbs in accordance with ASTM D6117.

2.1.1.8 Nail Withdrawal

150 lbs in accordance with ASTM D6117.

PART 3 EXECUTION

3.1 INSTALLATION

Do not install building construction materials that show visual evidence of biological growth.

Conform to AWC WFCM unless otherwise indicated or specified. Select lumber sizes to minimize waste. Fit framing lumber and other rough carpentry, set accurately to the required lines and levels, and secure in place in a rigid manner.

3.2 MISCELLANEOUS

3.2.1 Wood Roof Nailers, Edge Strips, Crickets, Curbs, and Cants

Provide sizes and configurations indicated or specified and anchored securely to continuous construction.

3.2.1.1 Roof Nailing Strips

Provide roof nailing strips for roof decks as specified herein and per

07 61 15.00 20 ALUMINUM STANDING SEAM ROOFING.

a. Surface-Applied Nailers: Must be 3 inches wide and of thickness to finish flush with the top of the insulation. Anchor strips securely to the roof deck with powder actuated fastening devices or expansion shields and bolts, spaced not more than 24 inches o.c. On decks with slopes of one inch or more, provide surface applied wood nailers for securing insulation and for nailing of roofing felts.

3.2.1.2 Roof Edge Strips and Nailers

Provide at perimeter of roof, around openings through roof, and where roofs abut walls, curbs, and other vertical surfaces. Except where indicated otherwise, nailers must be 6 inches wide and the same thickness as the insulation. Anchor nailers securely to underlying construction.

Anchor perimeter nailers in accordance with FM 4435 .

-- End of Section --

SECTION 06 10 00 Page 4

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 06 41 16.00 10

PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

08/ 10, CHG 1: 11/ 18

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.3 SUSTAINABILITY REPORTING

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 General Requirements

1.5.2 Mock-ups

1.5.3 Sustainable Design Certification

1.6 DELIVERY, STORAGE, AND HANDLING

1.7 SEQUENCING AND SCHEDULING

PART 2 PRODUCTS

2.1 WOOD MATERIALS

2.1.1 Lumber

2.1.2 Panel Products

2.1.2.1 Plywood

2.1.2.2 Particleboard

2.1.2.3 Medium Density Fiberboard

2.2 SOLID POLYMER MATERIAL

2.3 HIGH PRESSURE DECORATIVE LAMINATE (HPDL)

2.3.1 Horizontal General Purpose Standard (HGS) Grade

2.3.2 Cabinet Liner Standard (CLS) Grade

2.3.3 Backing Sheet (BK) Grade

2.4 EDGE BANDING

2.5 CABINET HARDWARE

2.5.1 Door Hinges

2.5.2 Cabinet Pulls

2.5.3 Drawer Slide

2.5.4 Adjustable Shelf Support System

2.5.5 Cabinet Locks

2.6 FASTENERS

2.7 ADHESIVES, CAULKS, AND SEALANTS

2.7.1 Adhesives

2.7.1.1 Wood Joinery

2.7.1.2 Laminate Adhesive

2.7.2 Caulk

2.7.3 Sealant

2.8 WOOD FINISHES

2.9 ACCESSORIES

2.9.1 Grommets

2.10 FABRICATION

2.10.1 Base and Wall Cabinet Case Body

2.10.1.1 Cabinet Components

SECTION 06 41 16.00 10 Page 1

2.10.1.1.1 Body Members (Ends, Divisions, Bottoms, and Tops)

2.10.1.1.2 Face Frames and Rails

2.10.1.1.3 Shelving

2.10.1.1.4 Cabinet Backs

2.10.1.1.5 Drawer Sides, Backs, and Subfronts

2.10.1.1.6 Drawer Bottoms

2.10.1.1.7 Door and Drawer Fronts

2.10.1.1.8 Radius Corners

2.10.1.2 Joinery Method for Case Body Members

2.10.1.2.1 Tops, Exposed Ends, and Bottoms

2.10.1.2.2 Exposed End Corner and Face Frame Attachment

2.10.1.2.2.1 Mitered Joint

2.10.1.2.2.2 Non-Mitered Joint (90 degree)

2.10.1.2.3 Cabinet Backs (Wall Hung Cabinets)

2.10.1.2.3.1 Full Bound

2.10.1.2.3.2 Full Overlay

2.10.1.2.3.3 Side Bound

2.10.1.2.4 Cabinet Backs (Floor Standing Cabinets)

2.10.1.2.4.1 Side Bound

2.10.1.2.4.2 Full Overlay

2.10.1.2.4.3 Side Bound with Rabbetts

2.10.1.2.5 Wall Anchor Strips

2.10.2 Cabinet Floor Base

2.10.3 Cabinet Door and Drawer Fronts

2.10.4 Drawer Assembly

2.10.4.1 Drawer Components

2.10.4.1.1 Drawer Sides and Backs For Laminate Finish

2.10.4.1.2 Drawer Bottom

2.10.4.2 Drawer Assembly Joinery Method

2.10.5 Shelving

2.10.5.1 General Requirements

2.10.5.2 Shelf Support System

2.10.5.2.1 Recessed (Mortised) Metal Shelf Standards

2.10.6 Laminate Application

2.10.6.1 Base/Wall Cabinet Case Body

2.10.6.2 Adjustable Shelving

2.10.6.2.1 Top and Bottom Surfaces

2.10.6.2.2 All Edges

2.10.6.3 Fixed Shelving

2.10.6.3.1 Top and Bottom Surfaces

2.10.6.3.2 Exposed Edges

2.10.6.4 Door, Drawer Fronts, Access Panels

2.10.6.4.1 Exterior (Exposed) and Interior (Semi-Exposed) Faces

2.10.6.4.2 Edges

2.10.6.5 Drawer Assembly

2.10.6.6 Tolerances

2.10.7 Finishing

2.10.7.1 Filling

2.10.7.2 Sanding

2.10.7.3 Coatings

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Anchoring Systems

3.1.1.1 Floor

3.1.1.2 Wall

3.1.2 Countertops

3.1.3 Hardware

SECTION 06 41 16.00 10 Page 2

3.1.4 Doors, Drawers and Removable Panels

3.1.5 Plumbing Fixtures

3.1.6 Glass

-- End of Section Table of Contents --

SECTION 06 41 16.00 10 Page 3

SECTION 06 41 16.00 10

PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

08/ 10, CHG 1: 11/ 18*

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A161.2 (1998) Decorative Laminate Countertops, Performance Standards for Fabricated High Pressure

Architectural Woodworking Institute

AWI 400B Architectural Cabinets, Section 400

ASTM INTERNATIONAL (ASTM)

ASTM F547 (2017) Standard Terminology of Nails for Use with Wood and Wood-Base Materials

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.9 (2020) Cabinet Hardware

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

ANSI/NEMA LD 3 (2005) Standard for High-Pressure Decorative Laminates

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED BD+C (2009; R 2010) Leadership in Energy and Environmental Design(tm) Building Design and Construction (LEED-NC)

UL ENVIRONMENT (ULE)

ULE Greenguard UL Greenguard Certification Program

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

ANSI/WDMA I.S.1A (2013) Interior Architectural Wood Flush Doors

WOODWORK INSTITUTE (WI)

NAAWS 3.1 (2017; 2018 Errata Edition) North American Architectural Woodwork Standards

SECTION 06 41 16.00 10 Page 4

1.2 SYSTEM DESCRIPTION

Work in this section includes laminate clad custom casework to include cabi net s, s i nk count er s, r ecept i on, bui l t - i n di aper changi ng st at i ons, cubbi es and adj ust abl e shel v i ng ( except at k i t chen) as shown on the drawings and as described in this specification. This Section includes high-pressure laminate surfacing and cabinet hardware. Comply with EPA requirements in accordance with Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING. All exposed and semi-exposed surfaces, whose finish is not otherwise noted on the drawings or finish schedule, shall be l ami nat e c l ad ( PLAM) .

1.3 SUSTAINABILITY REPORTING

Materials in this technical specification may contribute towards contract compliance with sustainability requirements. See Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING for project LEED BD+C low-emitting materials and certified wood LEED documentation requirements.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Shop Drawings Installation

SD-03 Product Data

Wood Materials Wood Finishes Finish Schedule Certification

SD-04 Samples

Plastic Laminates; G Cabinet Hardware Mock-Up; G

SD-07 Certificates

Quality Assurance Laminate Clad Casework

SD-11 Closeout Submittals

LEED Documentation

1.5 QUALITY ASSURANCE

1.5.1 General Requirements

Unless otherwise noted on the drawings, all materials, construction

SECTION 06 41 16.00 10 Page 5 methods, and fabrication shall conform to and comply with the custom grade quality standards as outlined in AWI 400B and NAAWS 3.1, Section for laminate clad cabinets. These standards shall apply in lieu of omissions or specific requirements in this specification. Contractors and their personnel engaged in the work shall be able to demonstrate successful experience with work of comparable extent, complexity and quality to that shown and specified. Submit a quality control statement which illustrates compliance with and understanding of NAAWS 3.1 requirements, in general, and the specific NAAWS 3.1 requirements provided in this specification.

The quality control statement shall also certify a minimum of ten years Contractor's experience in laminate clad casework fabrication and construction. The quality control statement shall provide a list of a minimum of five successfully completed projects of a similar scope, size, and complexity.

1.5.2 Mock-ups

Prior to final approval of shop drawings, provide a full-size mock-up of a typical floor cabinet, wall cabinet and diaper changing station, including all components and hardware necessary to illustrate a completed unit with a minimum of one door and one drawer assembly. The completed mock-up shall include countertops and back splashes where specified. The mock-up shall utilize specified finishes in the patterns and colors as indicated.

Upon disapproval, rework or remake the mock-up until approval is secured.

Remove rejected units from the jobsite. Approved mock-up may remain as part of the finished work. Submit shop drawings showing all fabricated casework items in plan view, elevations and cross-sections to accurately indicate materials used, details of construction, dimensions, methods of fastening and erection, and installation methods proposed. Shop drawing casework items shall be clearly cross-referenced to casework items located on the project drawings. Shop drawings shall include a color schedule of all casework items to include all countertop, exposed, and semi-exposed cabinet finishes to include finish material manufacturer, pattern, and color.

1.5.3 Sustainable Design Certification

Product shall be third party certified in accordance with ULE Greenguard Gold or equal. Certification shall be performed annually and shall be current.

1.6 DELIVERY, STORAGE, AND HANDLING

Casework may be delivered knockdown or fully assembled. Deliver all units to the site in undamaged condition, stored off the ground in fully enclosed areas, and protected from damage. The storage area shall be well ventilated and not subject to extreme changes in temperature or humidity.

1.7 SEQUENCING AND SCHEDULING

Coordinate work with other trades. Units shall not be installed in any room or space until painting, and ceiling installation are complete within the room where the units are located. Floor cabinets shall be installed before finished flooring materials are installed.

SECTION 06 41 16.00 10 Page 6

PART 2 PRODUCTS

2.1 WOOD MATERIALS

2.1.1 Lumber

a. All framing lumber shall be kiln-dried Grade III to dimensions as shown on the drawings. Frame front, where indicated on the drawings, shall be nominal 3/4 inch hardwood.

2.1.2 Panel Products

2.1.2.1 Plywood

All plywood panels used for framing purposes shall be veneer core hardwood plywood, NAAWS 3.1 Grade AA. Nominal thickness of plywood panels shall be as indicated in this specification and on the drawings.

2.1.2.2 Particleboard

Shall not be used.

2.1.2.3 Medium Density Fiberboard

Shall not be used.

2.2 SOLID POLYMER MATERIAL

Solid surfacing casework components shall conform to the requirements of Section 06 61 16 SOLID SURFACING FABRICATIONS.

2.3 HIGH PRESSURE DECORATIVE LAMINATE (HPDL)

All plastic laminates shall meet the requirements of ANSI/NEMA LD 3 and ANSI A161.2 for high-pressure decorative laminates. Design, colors, surface finish and texture, and locations shall be as indicated on the drawings. Submit two samples of each plastic laminate pattern and color.

Samples shall be a minimum of 5 by 7 inches in size. Plastic laminate types and nominal minimum thicknesses for casework components shall be as indicated in the following paragraphs.

2.3.1 Horizontal General Purpose Standard (HGS) Grade

Horizontal general purpose standard grade plastic laminate shall be 0.048 inches (plus or minus 0.005 inches) in thickness. This laminate grade is intended for horizontal surfaces where postforming is not required.

2.3.2 Cabinet Liner Standard (CLS) Grade

Cabinet liner standard grade plastic laminate shall be 0.020 inches in thickness. This laminate grade is intended only for light duty semi-exposed interior surfaces of casework components.

2.3.3 Backing Sheet (BK) Grade

Undecorated backing sheet grade laminate is formulated specifically to be used on the backside of plastic laminated panel substrates to enhance dimensional stability of the substrate. Backing sheet thickness shall be

0.020 inches. Backing sheets shall be provided for all laminated casework

SECTION 06 41 16.00 10 Page 7 components where plastic laminate finish is applied to only one surface of the component substrate.

2.4 EDGE BANDING

Utilize plastic laminate.

2.5 CABINET HARDWARE

Submit one sample of each cabinet hardware item specified to include hinges, pulls, drawer glides, and . All hardware shall conform to ANSI/BHMA A156.9 , unless otherwise noted, and shall consist of the following components:

2.5.1 Door Hinges

Frameless and concealed type, BHMA No. B01602.

2.5.2 Cabinet Pulls

a. Non-Activity Room Cabinets: Back mounted type, BHMA No. B02011.

b. Cabinets within Activity Rooms and built-in diaper changing stations, provide inset ~3-3/4 inch flush cabinet pull, stainless steel, non-protruding, and as noted on drawings.

2.5.3 Drawer Slide

Side mounted bearing type, BHMA No. B05111 with full extension and a minimum 75 pound load capacity. Slides shall include an integral stop to avoid accidental drawer removal, self closing return.

2.5.4 Adjustable Shelf Support System

Recessed (mortised) metal standards, BHMA No. BO4071, with adjustable clips, finish: stainless steel.

2.5.5 Cabinet Locks

Provide separate key locks for cabinet doors and drawers as identified on the drawings:

a. At all activity rooms, provide at cabinet doors and drawers with locks. These locks shall be keyed alike, and shall be the same key that is provided for the food prep and crafts cabinet door locks and the sign-in desk drawer locks.

b. Nursing Mother’s Room, provide base cabinets with door locks

c. Provide 1590-625 Elbow Catch at diaper changing station - pull out stairs

Completed lock sets shall be furnished and installed per manufacturer's requirements. Surface mount type, BHMA No. E07121.

2.6 FASTENERS

Nails, screws, and other suitable fasteners shall be the size and type best suited for the purpose and shall conform to ASTM F547 where applicable.

SECTION 06 41 16.00 10 Page 8

2.7 ADHESIVES, CAULKS, AND SEALANTS

2.7.1 Adhesives

Adhesives shall be of a formula and type recommended by AWI. Adhesives shall be selected for their ability to provide a durable, permanent bond and shall take into consideration such factors as materials to be bonded, expansion and contraction, bond strength, fire rating, and moisture resistance. Adhesives shall meet local regulations regarding VOC emissions and off-gassing.

2.7.1.1 Wood Joinery

Adhesives used to bond wood members shall be a Type II for interior use and meeting the LEED low VOC and non urea-formaldehyde requirements. .

Adhesives shall withstand a bond test as described in ANSI/WDMA I.S.1A .

2.7.1.2 Laminate Adhesive

Adhesive used to join high-pressure decorative laminate to wood shall be adhesive consistent with AWI and laminate manufacturer's recommendations.

Plastic laminate edgebanding shall be adhered using a polymer-based hot melt glue.

2.7.2 Caulk

Caulk used to fill voids and joints between laminated components and between laminated components and adjacent surfaces shall be clear, 100 percent silicone.

2.7.3 Sealant

Sealant shall be of a type and composition recommended by the substrate manufacturer to provide a moisture barrier at sink cutouts and all other locations where unfinished substrate edges may be subjected to moisture.

2.8 WOOD FINISHES

Paint, stain, varnish and their applications required for laminate clad casework components shall be as indicated in Section 09 90 00 PAINTS AND COATINGS. Color and location shall be as indicated on the drawings.

2.9 ACCESSORIES

2.9.1 Grommets

Grommets shall be plastic material for cutouts with a diameter of 2 inches.

Locations shall be as indicated on the drawings.

2.10 FABRICATION

Verify field measurements as indicated in the shop drawings before fabrication. Fabrication and assembly of components shall be accomplished at the shop site to the maximum extent possible. Construction and fabrication of cabinets and their components shall meet or exceed the requirements for AWI custom grade unless otherwise indicated in this specification. Cabinet style, in accordance with NAAWS 3.1, Section 400-G descriptions, shall be slab style doors and flush-full overlay.

SECTION 06 41 16.00 10 Page 9

2.10.1 Base and Wall Cabinet Case Body

2.10.1.1 Cabinet Components

Frame members shall be glued-together, kiln-dried hardwood lumber. Top corners, bottom corners, and cabinet bottoms shall be braced with either hardwood blocks or water-resistant glue and nailed in place metal or plastic corner braces. Cabinet components shall be constructed from the following materials and thicknesses:

2.10.1.1.1 Body Members (Ends, Divisions, Bottoms, and Tops)

3/4 inch veneer core plywood panel product

2.10.1.1.2 Face Frames and Rails

3/4 inch hardwood lumber

2.10.1.1.3 Shelving

3/4 inch veneer core plywood panel product

2.10.1.1.4 Cabinet Backs

1/4 inch veneer core plywood panel product

2.10.1.1.5 Drawer Sides, Backs, and Subfronts

1/2 inch hardwood lumber

2.10.1.1.6 Drawer Bottoms

1/4 inch veneer core plywood panel product

2.10.1.1.7 Door and Drawer Fronts

3/4-inch medium density fiberboard (MDF) panel product

2.10.1.1.8 Radius Corners

Provide 1/2 inch radius on all cabinet corners within Activity Rooms.

Indicate on shop drawings.

2.10.1.2 Joinery Method for Case Body Members

2.10.1.2.1 Tops, Exposed Ends, and Bottoms

a. Steel "European" assembly screws ( 1-1/2 inch from end, 5 inch on center, fasteners will not be visible on exposed parts).

b. Doweled, glued under pressure (approx. 4 dowels per 12 inches of joint).

2.10.1.2.2 Exposed End Corner and Face Frame Attachment

2.10.1.2.2.1 Mitered Joint

lock miter or spline or biscuit, glued under pressure (no visible

SECTION 06 41 16.00 10 Page 10 fasteners)

2.10.1.2.2.2 Non-Mitered Joint (90 degree)

butt joint glued under pressure (no visible fasteners)

2.10.1.2.3 Cabinet Backs (Wall Hung Cabinets)

Wall hung cabinet backs must not be relied upon to support the full weight of the cabinet and its anticipated load for hanging/mounting purposes.

Method of back joinery and hanging/mounting mechanisms should transfer the load to case body members. Fabrication method shall be:

2.10.1.2.3.1 Full Bound

Full bound, captured in grooves on cabinet sides, top, and bottom.

Cabinet backs for floor standing cabinets shall be side bound, captured in grooves; glued and fastened to top and bottom.

2.10.1.2.3.2 Full Overlay

Full overlay, plant-on backs with minimum back thickness of 1/2 inchand minimum No. 12 plated (no case hardened) screws spaced a minimum 3 inches on center. Edge of back shall not be exposed on finished sides. Anchor strips are not required when so attached.

2.10.1.2.3.3 Side Bound

2.10.1.2.4 Cabinet Backs (Floor Standing Cabinets)

2.10.1.2.4.1 Side Bound

Side bound, captured in grooves; glued and fastened to top and bottom.

2.10.1.2.4.2 Full Overlay

Full overlay, plant-on backs with minimum back thickness of 1/2 inch and minimum No. 12 plated (no case hardened) screws spaced a minimum 3 inches on center. Edge of back shall not be exposed on finished sides. Anchor strips are not required when so attached.

2.10.1.2.4.3 Side Bound with Rabbetts

2.10.1.2.5 Wall Anchor Strips

Wall Anchor Strips shall be required for all cabinets with backs less than 1/2 inch thick. Strips shall consist of minimum 1/2 inch thick lumber, minimum 2-1/2 inches width; securely attached to wall side of cabinet back

- top and bottom for wall hung cabinets, top only for floor standing cabinets.

2.10.2 Cabinet Floor Base

Floor cabinets shall be mounted on a base constructed of nominal 2 inch thick lumber. Base assembly components shall be treated lumber and a moisture-resistant panel product. Finished height for each cabinet base shall be not less than the full height of the installed, specified wall base. Bottom edge of the cabinet door or drawer face shall be flush with top of base.

SECTION 06 41 16.00 10 Page 11

2.10.3 Cabinet Door and Drawer Fronts

Door and drawer fronts shall be fabricated from 3/4 inch medium density fiberboard (MDF. All door and drawer front edges shall be surfaced with high pressure plastic laminate, color and pattern to match exterior face laminate.

2.10.4 Drawer Assembly

2.10.4.1 Drawer Components

Drawer components shall consist of a removable drawer front, sides, backs, and bottom. Drawer components shall be constructed of the following materials and thicknesses:

2.10.4.1.1 Drawer Sides and Backs For Laminate Finish

1/2 inch thick 7-ply hardwood veneer core substrate

2.10.4.1.2 Drawer Bottom

1/4 inch thick veneer core panel product for plastic laminate finish.

2.10.4.2 Drawer Assembly Joinery Method

a. Multiple dovetail (all corners) or French dovetail front/dadoed back, glued under pressure.

b. Doweled, glued under pressure.

2.10.5 Shelving

2.10.5.1 General Requirements

Shelving shall be fabricated from 3/4 inch veneer core plywood. All shelving top and bottom surfaces shall be finished with HPDL plastic laminate. Shelf edges shall be finished in a HPDL plastic laminate.

2.10.5.2 Shelf Support System

The shelf support system shall be:

2.10.5.2.1 Recessed (Mortised) Metal Shelf Standards

Mortise standards flush with the finishes surface of the cabinet interior side walls, two per side. Position and space standards on the side walls to provide a stable shelf surface that eliminates tipping when shelf front is weighted. Install and adjust standards vertically to provide a level, stable shelf surface when clips are in place.

2.10.6 Laminate Application

Laminate application to substrates shall follow the recommended procedures and instructions of the laminate manufacturer and ANSI/NEMA LD 3 , using tools and devices specifically designed for laminate fabrication and application. Provide a balanced backer sheet (Grade BK) wherever only one surface of the component substrate requires a plastic laminate finish.

Apply required grade of laminate in full uninterrupted sheets consistent

SECTION 06 41 16.00 10 Page 12 with manufactured sizes using one piece for full length only, using adhesives specified herein or as recommended by the manufacturer. Fit corners and joints hairline. All laminate edges shall be machined flush, filed, sanded, or buffed to remove machine marks and eased (sharp corners removed). Clean up at easing shall be such that no overlap of the member eased is visible. Fabrication shall conform to ANSI A161.2 . Laminate types and grades for component surfaces shall be as follows unless otherwise indicated on the drawings:

2.10.6.1 Base/Wall Cabinet Case Body

a. Exterior (exposed) surfaces to include exposed and semi-exposed face frame surfaces: HPDL Grade HGS.

b. Interior (semi-exposed) surfaces to include interior back wall, bottom, and side walls: Thermoset Decorative Overlay (melamine).

2.10.6.2 Adjustable Shelving

2.10.6.2.1 Top and Bottom Surfaces

HPDL Grade HGS

2.10.6.2.2 All Edges

HPDL Grade HGS

2.10.6.3 Fixed Shelving

2.10.6.3.1 Top and Bottom Surfaces

HPDL Grade HGS

2.10.6.3.2 Exposed Edges

HPDL Grade HGS

2.10.6.4 Door, Drawer Fronts, Access Panels

2.10.6.4.1 Exterior (Exposed) and Interior (Semi-Exposed) Faces

HPDL Grade HGS

2.10.6.4.2 Edges

HPDL Grade VGS HGS

2.10.6.5 Drawer Assembly

All interior and exterior surfaces: HPDL Grade CLS HGS.

2.10.6.6 Tolerances

Flushness, flatness, and joint tolerances of laminated surfaces shall meet the NAAWS 3.1 custom grade requirements.

SECTION 06 41 16.00 10 Page 13

2.10.7 Finishing

2.10.7.1 Filling

No fasteners shall be exposed on laminated surfaces. All nails, screws, and other fasteners in non-laminated cabinet components shall be countersunk and the holes filled with wood filler consistent in color with the wood species.

2.10.7.2 Sanding

All surfaces requiring coatings shall be prepared by sanding with a grit and in a manner that scratches will not show in the final system.

2.10.7.3 Coatings

Types, method of application and location of casework finishes shall be in accordance with the finish schedule, drawings and Section 09 90 00 PAINTS AND COATINGS. All cabinet reveals shall be painted. Submit descriptive data which provides narrative written verification of all types of construction materials and finishes, methods of construction, etc. not clearly illustrated on the submitted shop drawings. Data shall provide written verification of conformance with NAAWS 3.1 for the quality indicated to include materials, tolerances, and types of construction.

Both the manufacturer of materials and the fabricator shall submit available literature which describes re-cycled product content, operations and processes in place that support efficient use of natural resources, energy efficiency, emissions of ozone depleting chemicals, management of water and operational waste, indoor environmental quality, and other production techniques supporting sustainable design and products.

PART 3 EXECUTION

3.1 INSTALLATION

Installation shall comply with applicable requirements for NAAWS 3.1 custom quality standards. Countertops and fabricated assemblies shall be installed level, plumb, and true to line, in locations shown on the drawings. Cabinets and other laminate clad casework assemblies shall be attached and anchored securely to the floor and walls with mechanical fasteners that are appropriate for the wall and floor construction.

3.1.1 Anchoring Systems

3.1.1.1 Floor

Base cabinets shall utilize a floor anchoring system. Anchoring and mechanical fasteners shall not be visible from the finished side of the casework assembly. Cabinet assemblies shall be attached to anchored bases without visible fasteners . Where assembly abuts a wall surface, anchoring shall include a minimum 1/2 inch thick lumber or panel product hanging strip, minimum 2-1/2 inch width; securely attached to the top of the wall side of the cabinet back.

3.1.1.2 Wall

Cabinet to be wall mounted shall utilize minimum 1/2 inch thick lumber or panel product hanging strips, minimum 2-1/2 inch width; securely attached to the wall side of the cabinet back, both top and bottom.

SECTION 06 41 16.00 10 Page 14

3.1.2 Countertops

Countertops shall be installed in locations as indicated on the drawings.

Countertops shall be fastened to supporting casework structure with mechanical fasteners, hidden from view. All joints formed by the countertop or countertop splash and adjacent wall surfaces shall be filled with a clear silicone caulk. Loose side splashes shall be adhered to both the countertop surface perimeter and the adjacent wall surface with adhesives appropriate for the type of materials to be adhered. Joints between the countertop surface and splash shall be filled with clear silicone caulk in a smooth consistent concave bead. Bead size shall be the minimum necessary to fill the joint and any surrounding voids or cracks.

3.1.3 Hardware

Casework hardware shall be installed in types and locations as indicated on the drawings. Where fully concealed European-style hinges are specified to be used with particleboard or fiberboard doors, the use of plastic or synthetic insertion dowels shall be used to receive 3/16 inch "Euroscrews". The use of wood screws without insertion dowels is prohibited.

3.1.4 Doors, Drawers and Removable Panels

The fitting of doors, drawers and removable panels shall be accomplished within target fitting tolerances for gaps and flushness in accordance with NAAWS 3.1 custom grade requirements.

3.1.5 Plumbing Fixtures

Install sinks, sink hardware, and other plumbing fixtures in locations as indicated on the drawings and in accordance with Section 22 00 00

PLUMBING, GENERAL PURPOSE.

3.1.6 Glass

Install glass and glazing in the casework using methods and materials specified in Section 08 81 00 GLAZING in locations as indicated on the drawings.

-- End of Section --

SECTION 06 41 16.00 10 Page 15

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07 13 53

ELASTOMERIC SHEET WATERPROOFING

02/ 16, CHG 1: 08/ 17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 MANUFACTURER'S DETAILS

1.4 PRODUCT DATA

1.5 DELIVERY, STORAGE, HANDLING, IDENTIFICATION

1.6 ENVIRONMENTAL CONDITIONS

1.7 SPECIAL WARRANTIES

1.7.1 Guarantee

1.7.2 Warranty

PART 2 PRODUCTS

2.1 MATERIALS

2.2 COMPOSITE, SELF-ADHERING MEMBRANE SHEETING

2.2.1 Composite, Self-Adhering Sheeting Performance Requirements

2.2.2 Primers

2.2.3 Mastics

2.3 Combination Drainage and Protection Layer

PART 3 EXECUTION

3.1 VERIFICATION OF CONDITIONS

3.2 SURFACE PREPARATION

3.3 APPLICATION

3.3.1 Building Envelope Requirements

3.3.2 General Installation Requirements

3.3.2.1 Non-Self-Adhering Membrane

3.3.2.2 Self-Adhering Membrane

3.3.2.3 Protection

3.4 COMPOSITE, SELF-ADHERING MEMBRANE

3.5 FLASHING

-- End of Section Table of Contents --

SECTION 07 13 53 Page 1

SECTION 07 13 53

ELASTOMERIC SHEET WATERPROOFING

02/ 16, CHG 1: 08/ 17

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM C1305 (2008) Standard Test Method for Crack Bridging Ability of Liquid-Applied Waterproofing Membrane

ASTM D41/D41M (2011; R 2016) Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing

ASTM D146/D146M (2004; E 2012; R 2012) Sampling and Testing Bitumen-Saturated Felts and Woven Fabrics for Roofing and Waterproofing

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

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

ASTM D903 (1998; R 2017) Standard Test Method for Peel or Stripping Strength of Adhesive Bonds

ASTM D1876 (2008; R 2015; E 2015) Standard Test Method for Peel Resistance of Adhesives (T-Peel Test)

ASTM D5385/D5385M (1993; R 2014; E 2014) Standard Test Method for Hydrostatic Pressure Resistance of Waterproofing Membranes

ASTM E96/E96M (2021) Standard Test Methods for Gravimetric Determination ofWater Vapor Transmission Rate of Materials

ASTM E154/E154M (2008a; R 2013; E 2013) Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover

SECTION 07 13 53 Page 2

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Manufacturer's Standard Details

Elastomeric Waterproofing Sheet Material

Combination Drainage and Protection Layer

Primers, Adhesives, and Mastics

SD-06 Test Reports

Elastomeric Waterproofing Sheet Material

Field Quality Control documentation

SD-07 Certificates

Elastomeric Waterproofing Sheet Material

Primers, Adhesives, and Mastics

Draft Special Warranties

Final Special Warranties

Certificates Of Compliance

SD-08 Manufacturer's Instructions

Primers, Adhesives, and Mastics

1.3 MANUFACTURER'S DETAILS

Submit manufacturer's standard details indicating methods of attachment and spacing, transition and termination details, and installation details. Include verification of existing conditions.

1.4 PRODUCT DATA

Include data for material descriptions, recommendations for product shelf life, requirements for protective coverings, and manufacturer's Safety Data Sheets (SDS) for primers, adhesives, and mastics.

1.5 DELIVERY, STORAGE, HANDLING, IDENTIFICATION

Deliver and store materials in accordance with manufacturer's printed instructions, out of the weather, in manufacturer's original packaging with brand name and product identification clearly marked. Keep materials wrapped and separated from off-gassing materials (such as drying paints and adhesives). Do not use materials that have visible moisture or biological growth. Do not permit unidentified materials in the work area

SECTION 07 13 53 Page 3 or in the project.

1.6 ENVIRONMENTAL CONDITIONS

Do not apply waterproofing during inclement weather or when there is ice, frost, surface moisture, or visible dampness on the surface to receive waterproofing for when ambient and surface temperatures are 40 degrees F or below.

1.7 SPECIAL WARRANTIES

1.7.1 Guarantee

Guarantee waterproofing membrane installation against failure due to leaks for a period of two years from the date of Beneficial Occupancy. Submit draft and final guarantees in accordance with Sections 01 78 00 CLOSEOUT

SUBMITTALS.

1.7.2 Warranty

Provide contractors labor and manufacturer's material warranty for all system components for a period of ten years from the date of Beneficial Occupancy. Submit draft and final warranties in accordance with Sections

01 78 00 CLOSEOUT SUBMITTALS.

PART 2 PRODUCTS

2.1 MATERIALS

Provide one of the types of elastomeric waterproofing sheet material, combination drainage and protection layer (board/mat), and related primers, adhesives, and mastics as specified herein. Ensure compatibility of waterproofing materials with each other, and with materials on which they are applied. Provide materials that comply with applicable requirements cited below when tested in accordance with the referenced ASTM publications.

2.2 COMPOSITE, SELF-ADHERING MEMBRANE SHEETING

Cold applied composite sheet consisting of rubberized asphalt and cross laminated, high density polyethylene film. Not less than 60 mils minimum thickness is required.

2.2.1 Composite, Self-Adhering Sheeting Performance Requirements

a. Tensile Strength ASTM D412, Die C: 250 psi minimum.

b. Ultimate Elongation, ASTM D412, Die C: 200 percent minimum.

c. Water Vapor Transmission, ASTM E96/E96M 80 degrees F Permeance, Procedure B: 0.1 perm maximum.

d. Pliability degrees, ASTM D146/D146M: (180 degrees Bend Over 1 Inch Mandrel): No cracks at minus minus 25 degrees F.

e. Provide test report data for crack bridging ability: Either in accordance with ASTM C1305 as modified for a dry film thickness specified by the manufacturer and conducted at low temperature; or in accordance with a cycling over crack test also conducted for the

SECTION 07 13 53 Page 4 specified dry film thickness at low temperature. Using either test, verify crack bridging up to 1/4 inch without damage to the membrane system.

f. Puncture Resistance, ASTM E154/E154M REV A: 40 lb minimum.

g. Lap Adhesion at Minimum Application Temperature, ASTM D1876 Modified, 5 lbs/in..

h. Peel Strength, ASTM D903: Modified 9 lbs/in.

i. Resistance to Hydrostatic Head, ASTM D5385/D5385M : 231 ft of water.

j. Water Absorption, ASTM D570; 0.1 percent maximum.

2.2.2 Primers

Asphalt composition, ASTM D41/D41M, or synthetic polymer in solvent as recommended by the membrane manufacturer.

2.2.3 Mastics

Polymer modified asphalt in suitable solvent of trowel grade consistency and as recommended by the membrane manufacturer.

2.3 Combination Drainage and Protection Layer

Provide combination drainage and protection board/mat that is compatible part of manufactuer's assembly, with the waterproofing membrane. Install protection board as recommended by the manufacturer, to include battens as required.

Preformed 0.44 inch minimum thickness, geocomposite drainage sheet system, comprising a hollow studded polystyrene core, covered on one side with a nonwoven, needle punched polypropylene filter fabric and on the other side with a smooth polymeric film..

PART 3 EXECUTION

3.1 VERIFICATION OF CONDITIONS

Before starting the work, verify surfaces that must be waterproofed are in satisfactory condition. Notify the Contracting Officer of defects or conditions anticipated to prevent a satisfactory application. Do not start application until defects and conditions have been corrected.

3.2 SURFACE PREPARATION

Ensure surfaces to receive treatment are clean, dry, smooth, and free from deleterious materials and projections. Cut off high spots or grind smooth. Finish top surfaces of projecting masonry or concrete ledges below grade, except footings, to a steep bevel with Portland cement mortar. Sweep surfaces to receive covering before applying waterproofing to remove dust and foreign matter. Cure concrete by a method compatible with the waterproofing system.

SECTION 07 13 53 Page 5

3.3 APPLICATION

3.3.1 Building Envelope Requirements

Provide a continuous waterproofing system at all material and building transitions. Lap, wrap, fasten and seal products in accordance with manufacturer's printed instructions. Envelope assembly variations are not permitted without written approval from the Contracting Officer's Representative.

3.3.2 General Installation…