W912BU21R0021_AM0006-Specs.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Amendment 0006 is to post draw ings, specifications, RFI responses, and site visit roster. Solicitation submittal date remains 28 May 2021, 2:00 PM EST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 07-May-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912BU21R0021

X 9B. DATED (SEE ITEM 11)

11-Mar-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 is extended, X 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-May-2021

CODE

US ARMY ENGINEER DISTRICT, PHILADELPHIA

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BU21R0021

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The Issued By organization has changed from

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC: ANASTASIA MOFFATT, 100 PENN SQUARE EAST,

ANAMAKER BUILDING

PHILADELPHIA PA 19107

to

USACE, PHILADELPHIA

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107

(End of Summary of Changes)

Amendment No. 0006

RFP W912BU21R0021

14. DESCRIPTION OF AMENDMENT (continued)

a. REQUESTS FOR INFORMATION (RFI) WITH RESPONSES: RFI’s with responses, annotated Amendment No. 0006, are attached to this amendment.

b. TYAD AFH 07APR21 SITE VISIT ATTENDEE ROSTER.

c. TECHNICAL SPECIFICATIONS:

(1) Section 08 14 33 – STILE AND RAIL WOOD DOORS: Please delete this section in its entirety, and substitute the revised section 08 14 33, annotated Amendment No. 0006, attached hereto.

d. CONTRACT DRAWINGS:

(1) Please delete the following drawings in their entirety and substitute the revised drawings of the same numbers, with the latest revision date of 16 April 2021, attached hereto:

M-1 M-2 M-6 M-10

(2) Please delete the following drawings in their entirety and substitute the revised drawings of the same numbers, with the latest revision date of 22 April 2021, attached hereto:

P-16 P-19 P-23 P-25

e. Please indicate receipt of this amendment on Standard Form 1442

(SOLICITATION, OFFER, AND AWARD) as Amendment No. 0006. Failure to acknowledge all amendments may be cause for rejection of the bid.

This page was intentionally left blank for duplex printing.

RFI Date Received Received From Question Response to Bidder

001 30 Mar 21 IAP Design Build LLC Does the contractor have to provide and install FF&E for this contract?

Provide FF&E per the RFP requirements. Note that furniture shown on plans is for reference only and is not included in the contract.

002 5 Apr 21 Hamilton Building Supply OPENINGS 085413 What is the BOD for the fiberglass windows? Windows must comply with the RFP requirements.

003 5 Apr 21 Hamilton Building Supply OPENINGS 081433 Are the interior doors hollow core or solid core?

No hollow core doors are required. See amended Spec section 08 14 33.

004 6 Apr 21 S&S Mechanical Missing Specs Only specs included were 23 00 00's and 23 07 00's

Follow the requirements of Div 23 specifications included in the RFP.

005 6 Apr 21 S&S Mechanical Missing Specs Only specs included were 22 00 00's

Follow the requirements of Div 22 specifications included in the RFP.

006 6 Apr 21 S&S Mechanical

Is this project subject to Monroe County Earthwork Permit? Has USACE already completed Monroe County Earthwork Permit?

TYAD has applied for the NPDES permit with the Monroe County Conservation District.

TYAD has applied for erosion and sediment control and storm water control permits with Monroe County.

007 6 Apr 21 S&S Mechanical

General Note 8 indicates Section 23 05 93, will the government be providing section 23 05 93?

Spec section23 05 93 is not required. Refer to amended Drawing M 1

008 6 Apr 21 S&S Mechanical

General Note 11 indicates a JACE and and connect to UMCS and existing JACE, Will the Government provide drawings/specifications showing new and existing conditions and if any existing conditions will require an upgrade?

See amended Drawing M 1 which deletes this note.

009 6 Apr 21 S&S Mechanical

General Note 19, will the Government provide section 07 84 00 and provide drawings/specifications?

See amended Drawing M 1 ; this note is revised

010 6 Apr 21 S&S Mechanical

General Note 31, this is a residential project, will the government remove this note?

See amended Drawing M 1. Note is deleted.

011 6 Apr 21 S&S Mechanical

Detail 2, indicates a DDC controller with wireless connection to EEDRS system, will the government please provide detailed drawings/Specifications outlining the requirement?

See amended Drawings M 2, M 6 and M 10 which provide additional information.

012 6 Apr 21 S&S Mechanical

Note 1 indicates DDC controller, see M 2; Will the government please provide detailed drawings/specifications outlining the requirement?

See amended Drawings M 2, M 6 and M 10 which provide additional information.Metering diagrams have been revised to provide additional information

013 6 Apr 21 S&S Mechanical If a DDC/EEDRS system(s) is required will the government require monitor(s) and where will those locations be?

Comply with RFP documents. Monitors are not required.

014 6 Apr 21 S&S Mechanical If the Government is supplying drawings and specs, Is the Submittal Register included in the specs acceptable to be used?

Comply with RFP requirements. Refer specifically to Section 01 33 00 para 1.8.

015 6 Apr 21 S&S Mechanical Is an Indoor Air Quality Plan required with a complete new build from no baseline?

Comply with RFP requirements. Refer specifically to Section 01 33 29 para 1.8.5.

016 6 Apr 21 S&S Mechanical

If the contractor is responsible for their own emergency medical treatment, is the government going to grant an outside EMS unit access to respond if needed instead of using Tobyhanna EMS?

TYAD Fire Department and EMS will be the first responders in the event of an emergency on Depot property.

Bidder Inquiry Government Response

Amendment No. 0006

Request For Information Page 1

RFI Date Received Received From Question Response to Bidder Bidder Inquiry Government Response

017 8 Apr 21 escaperoomsaintpetersburg.net C.2.3 says to limit Vol 1 and Vol 2 is limited to 20 pages Confirmed.

018 8 Apr 21 escaperoomsaintpetersburg.net Are we to include Amendment 2, Section 00 20 00 in the page count? This is the Past Performance Survey in Amendment 2

Yes, Amendment 2 is to be included in the proposal and will not count towards the page count.

019 8 Apr 21 escaperoomsaintpetersburg.net If we include Section 00 20 00 which is the PPQ and submit with our proposal that will take up 15 of the 20 pages. Please advise.

Yes, the PPQ is to be included in the proposal and will not count towards the page count.

020 8 Apr 21 escaperoomsaintpetersburg.net Do we include Tabs, Table of Contents and Cover sheets in the page count?

Yes, the Tabs, Table of Contents and Cover Sheets are to be included in the proposal and will not count towards the page count.

021 9 Apr 21 S&S Mechanical

Water Service detail # 1 indicates a water meter will be provided by the water company and notes indicate it must be compatable with the Radio network system, Will the Government A) please provide the water meter by others specifications, B) Please provide drawings and specifications related to the DDC system, Radio Network System and the Base wide energy and utility monitoring system?

Refer to amended Drawing P 25, M 2, M 6, and M 10.

022 9 Apr 21 S&S Mechanical

Gas Meter Detail # 4 Indicates the contractor may be responsible for the meter, will the government A) please provide a meter specification that Tobyhanna Army depot utilizes, B) Please provide drawings and specifications for the Energy management the detail refers to?

Refer to amended Drawings M 2, M 6, and M 10.

023 9 Apr 21 S&S Mechanical

Pex Manifold detail #5; Section 23 07 00, table 2 indicates water piping to have 1.5 in cellular glass, 1 in mineral fiber and 1 in elastomeric insulation and the contractor understands that supply piping to the manifold must be insulated, does the Government require the individual lines supplying water from the manifold to each fixture be insulated as referenced?

Insulation must meet RFP requirements. The government does not dictate the means and methods used to satisfy the contract requirements.

024 9 Apr 21 S&S Mechanical TP 1, will the Government accept a Proset Trap guard widely utilized bt Tobyhanna Army Depot for TP 1?

Products meeting the RFP requirements are acceptable. The government does not dictate the means and methods used to satisfy the contract requirements.

025 10 Apr 21 escaperoomsaintpetersburg.net Section 6.1.1 say to provide resumes. Will resumes be part of the page count?

Resumes are to be included in the proposal and will not count towards the page count.

026 10 Apr 21 escaperoomsaintpetersburg.net Do you want alternate resumes for each position? No.

027 15 Apr 21 Harkins Builders, Inc I was wondering if the site visit sign in sheets could get posted as an amendment. Please find attached site visit attendance roster.

Amendment No. 0006

Request For Information Page 2

Name Company Email Phone

1 Rishi Bunsee KLK Electric Inc RISHI@KLKELECTRIC.COM 718 412 8166 2 Chandulal Bhoraniya KLK Electric Inc CHANDU@KLKELECTRIC.COM 718 412 8166

3 Kyle Young CEDARVILLE Engineering Group, LLC kyoung@cedarvilleeng.com 484 498 6444

4 Anthony Carnevale Carnevale Demolition carnevaledemo@gmail.com 609 890 1100

5 John Leonette Whispering Pines Development Corp Wpines88@aol.com 845 569 2590 7 Kim Leonette Whispering Pines Development Corp Wpines88@aol.com 845 569 2590

8 Shyamal Shah Intercontinental Construction Contracting, Inc. Ketan.ICC@gmail.com 973 365 1555

10 DHARMENDRA K PATEL Nadiad Inc. dpatel@nadiadinc.com (732) 692 7723 11 NIMESH PATEL Nadiad Inc. npatel@nadiadinc.com (732) 692 7723

12 Bob Fidiam Everon Electrical Contractors,Inc. rpf@everonelectrical.com

13 Zachary Johnson Tamco Construction Inc zacharyjohnson20@gmail.com 267 688 2768

John C McNamara

Stellar Services, Inc. jmcnamara@stellarservices.com 732.580.5540

15 Charlie Miller Harkins Builders, Inc cmiller@harkinsbuilders.com 717 364 7100

16 Giglio DiBattista LGC Global, Inc gino.dibattista@lgccorp.com 856 266 3456

17 Shawn Kingsley

ARK Construction Management LLC

CA@ARKconstructionMgmt.com 717 770 9743 18 Dominic Meli ARK Construction Management LLC dm@arkconstructionmgmt.com 609.558.5608 19 Mike Kennedy ARK Construction Management LLC 20 Robert Tirocchi Harkins Builders, Inc rtirocchi@harkinsbuilders.com 410 984 4939

21 Joseph Harper K2CG jharper@k2cg.com 609.221.6802 22 Marcus Silva K2CG swhite@k2cg.com 703 825 1012 23 Blaise Harper K2CG swhite@k2cg.com 703 825 1012

07 Apr 2021 TYAD Site Visit Attendance Roster

Amendment No. 0006

Site Visit Attendence Roster Page 1

24 Evan Sanders IAP Design Build Jownby@iap gsg.com 619 916 0614 25 Daniel Fulop IAP Design Build Jownby@iap gsg.com 619 916 0615 26 William Walter Janes Sr PEM Harkins JV bjanes@harkinsbuilders.com 610.627.4945

27 Romeo Orlik Kobalt Construction Jkollar@kobaltconstruction.com 570 895 4613

28 John Mullikin Hek Group Inc Jmullikin@hkgroup.com 570 453 3700

29 Clyde Hewett Glenn Ray Excavation & Demolition Inc demo5721@aol.com 814 684 4424 30 Glenn Ray Glenn Ray Excavation & Demolition Inc demo5721@aol.com 814 684 4424 31 Timothy Caracciolo Glenn Ray Excavation & Demolition Inc demo5721@aol.com 814 684 4424 32 Stephen Cashmore EACM Corp solangie@eacmcorp.com 732 842 4777

33 Ben Gallo G Force Engineering and Construction Services jivanoski@fbsginc.com 610 241 8552 34 Ennio Bruno G Force Engineering and Construction Services jivanoski@fbsginc.com 610 241 8552 35 Cynthia Gallo G Force Engineering and Construction Services jivanoski@fbsginc.com 610 241 8552 36 Xiaoming Shen G Force Engineering and Construction Services jivanoski@fbsginc.com 610 241 8552

37 John Furlong Atherton Construction LLC Jfurlong@athersonconstruction.com 702 889 3600 38 Christopher Emerick Yukon Facility Services Chris@yukonFS.com 570 709 4103

Amendment No. 0006

Site Visit Attendence Roster Page 2

SECTION 08 14 33

STILE AND RAIL WOOD DOORS

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 in the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E90 (2009; R2016) Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

ASTM E2226 (2015; R 2019b) Standard Practice for Application of Hose Stream

CALIFORNIA AIR RESOURCES BOARD (CARB)

CARB 93120 (2007) Airborne Toxic Control Measure (ATCM) to Reduce Formaldehyde Emissions from Composite Wood Products

FOREST STEWARDSHIP COUNCIL (FSC)

FSC STD 01 001 (2015) Principles and Criteria for Forest Stewardship

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 770 Formaldehyde Standards for Composite Wood Products

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint Feb 2015) Fire Tests of Door Assemblies

Section 08 14 33 Page 1

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

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

ANSI/WDMA I.S.6A (2013) Interior Architectural Stile and Rail Doors

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors; G

Submit drawings or catalog data showing each type of door unit .

Indicate within drawings and data the door types and construction, sizes, thickness.

SD-03 Product Data

Doors; G

Accessories

Sample Warranty

Sound Transmission Class Rating; G

Water-Resistant Sealer

SD-04 Samples

Doors

Prior to the delivery of wood doors, submit a sample section of each type of door which shows the stile, rail, veneer, finish, and core construction.

Door Finish Colors; G

Submit a minimum of three color selection samples , minimum 3 by 5 inches in size representing wood stain .

SD-06 Test Reports

Cycle-Slam

Hinge Loading Resistance

Submit cycle-slam test report for doors tested in accordance with

Section 08 14 33 Page 2

ANSI/WDMA I.S.1A, and hinge loading resistance test report for doors tested in accordance with ANSI/WDMA I.S.6A.

SD-07 Certificates

Certificates of Grade

Certified Sustainably Harvested Stile and Rail Wood Doors; S

Certified Sustainably Harvested Flush Wood Doors; S

SD-11 Closeout Submittals

Warranty

1.3 CERTIFICATIONS

1.3.1 Certified Wood Grades

Provide certificates of grade from the grading agency on , acoustical doors, and fire doors.

1.3.2 Certified Sustainably Harvested Wood

Provide wood certified as sustainably harvested by FSC STD 01 001. Provide a letter of Certification of Sustainably Harvested Wood signed by the wood supplier. Identify certifying organization and their third party program name and indicate compliance with chain-of-custody program requirements.

Submit sustainable wood certification data; identify each certified product on a line item basis. Submit copies of invoices bearing certification numbers.

1.3.3 Indoor Air Quality Certification

1.3.3.1 Composite Wood, Wood Structural Panel and Agrifiber Products

For purposes of this specification, composite wood and agrifiber products include particleboard, medium density fiberboard (MDF), wheatboard, strawboard, panel substrates, and door cores. Provide products certified to meet requirements of both 40 CFR 770 and CARB 93120. Provide current product certification documentation from certification body.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver doors to the site in an undamaged condition and protect against damage and dampness. Stack doors flat under cover. Support on blocking, a minimum of 4 inch thick, located at each end and at the midpoint of the door. Store doors in a well-ventilated building so that they will not be exposed to excessive moisture, heat, dryness, direct sunlight, or extreme changes of temperature and humidity. Do not store in a building under construction until concrete, masonry work, and plaster are dry. Replace defective or damaged doors with new ones.

1.5 WARRANTY

Warrant doors free of defects as set forth in the door manufacturer's standard door warranty.

Section 08 14 33 Page 3

PART 2 PRODUCTS

2.1 DOORS

Provide doors of the types, sizes, and designs indicated free of urea-formaldehyde resins.

2.1.1 Stile and Rail Doors

Premium grade Ponderosa Pine 6 panel stile and rail doors conforming to ANSI/WDMA I.S.6A. Furnish laminate panels in not less than three ply thickness. Provide flat panels with a minimum finished panel thickness of 1/2 inch and 3/4 inch thickness for raised panels. Provide certified sustainably harvested stile and rail wood doors.

2.1.2 Paragraph Deleted

2.1.3 Bi-Fold Closet Doors

Provide paneled doors premium or select grade, with 1-3/8 inch thickness.

Equip doors with the manufacturer's standard hardware, including tracks, hinges, guides, and pulls.

2.1.4 Acoustical Doors

ANSI/WDMA I.S.1A, solid core, constructed to provide Sound Transmission Class rating as indicated on drawings when tested in accordance with

ASTM E90.

2.1.5 Fire Doors

Provide doors specified or indicated to have a fire resistance rating conforming to the requirements of UL 10B, ASTM E2226, or NFPA 252 for the class of door indicated. Affix a permanent metal label with raised or incised markings indicating testing agency's name and approved hourly fire rating to hinge edge of each door.

2.1.6 Prehung Doors

Frames for prehung interior doors to be for painted finish, with trim as indicated. Provide doors complete with frame, hinges, and prepared to receive finish hardware.

2.2 ACCESSORIES

2.2.1 Additional Hardware Reinforcement

Provide the minimum lock blocks to secure the specified hardware. The measurement of top, bottom, and intermediate rail blocks are a minimum 125 mm 5 inch by full core width. Comply with the manufacturer's labeling requirements for reinforcement blocking, but not mineral material similar to the core.

2.3 FABRICATION

2.3.1 Marking

Stamp each door with a brand, stamp, or other identifying mark indicating

Section 08 14 33 Page 4 quality and construction of the door.

2.3.2 Quality and Construction

Identify the standard on which the construction of the door was based and identify doors having a Type I glue bond.

2.3.3 Preservative Treatment

Treat doors scheduled for restrooms, janitor closets and other possible wet locations including exterior doors with a water-repellent preservative treatment and so marketed at the manufacturer's plant.

2.3.4 Adhesives and Bonds

ANSI/WDMA I.S.1A. Use Type I bond for exterior doors and Type II bond for interior doors. Provide a nonstaining adhesive on doors with a natural finish.

2.3.5 Prefitting

Provide factory prefinished factory prefitted doors for the specified hardware, door frame and door-swing indicated. Machine and size doors at the factory by the door manufacturer in accordance with the standards under which the doors are produced and manufactured. The work includes sizing, beveling edges, mortising, and drilling for hardware and providing necessary beaded openings for glass and louvers. Provide the door manufacturer with the necessary hardware samples, and frame and hardware schedules to coordinate the work.

2.3.6 Finishes

2.3.6.1 Field Painting

Factory prime or seal doors, and field paint.

2.3.6.2 Factory Finish

Provide doors finished at the factory by the door manufacturer as follows:

WDMA System TR-8 (UV cured acrylated polyester/urethane) or TR-2 (catalyzed lacquer) or TR-4 (conversion varnish) factory finish systems that utilize water-based stains and finishes with ultraviolet UV protection. Seal edges, cutouts, trim, and wood accessories, and apply two coats of finish compatible with the door face finish. Touch-up finishes that are scratched or marred, or where exposed fastener holes are filled, in accordance with the door manufacturer's instructions. Match color and sheen of factory finish using materials compatible for field application.

2.3.6.3 Plastic Laminate Finish

Factory applied, ANSI/NEMA LD 3, General or Specific purpose type, 0.050 inch minimum thickness. Glue laminated plastic for hollow core doors to wood veneer, plywood, or hardboard backing to form door panel. Provide a combined thickness of laminate sheet and backing of 0.10 inch minimum.

2.3.6.4 Color

Provide door finish colors as indicated on drawings and SID package.

Section 08 14 33 Page 5

2.3.7 Water-Resistant Sealer

Provide manufacturer's standard water-resistant sealer compatible with the specified finish.

2.4 SOURCE QUALITY CONTROL

Meet or exceed the following minimum performance criteria of stiles of "B" and "C" label fire doors utilizing standard mortise leaf hinges:

a. Cycle-slam: Heavy Duty Doors: 500,000 cycles with no loose hinge screws or other visible signs of failure when tested in accordance with the requirements of ANSI/WDMA I.S.1A .

b. Hinge loading resistance: Averages of ten test samples not less than Heavy Duty doors: 475 pounds force when tested for direct screw withdrawal in accordance with ANSI/WDMA I.S.6A using a No. 12, 1-1/4 inch long, steel, fully threaded wood screw. Drill 5/32 inch pilot hole, use 1-1/2 inch opening around screw for bearing surface, and engage screw full, except for last 1/8 inch. Do not use a steel plate to reinforce screw area.

PART 3 EXECUTION

3.1 INSTALLATION

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

Before installation, seal top and bottom edges of doors with the approved water-resistant sealer. Seal cuts made on the job immediately after cutting using approved water-resistant sealer. Fit, trim, and hang doors with a 1/16 inch minimum, 1/8 inch maximum clearance at sides and top, and a 3/16 inch minimum, 1/4 inch maximum clearance over thresholds. Provide 3/8 inch minimum, 7/16 inch maximum clearance at bottom where no threshold occurs. Bevel edges of doors at the rate of 1/8 inch in 2 inch. Door warp must not exceed 1/4 inch when measured in accordance with ANSI/WDMA I.S.1A.

3.1.1 Prehung Doors

Install doors in accordance with the manufacturer's instructions and details. Provide fasteners for stops and casing trim within 3 inch of each end and spaced 11 inch on center maximum. Provide side and head jambs joined together with a dado or notch of 3/16 inch minimum depth.

-- End of Section --

Section 08 14 33 Page 6