Amend_0002_W912DW18B0003.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

Solicitation No: W912DW18B0003, Amendment 0002 WAARNG Barracks and Dining Facility (DFAC), Yakima Training Center (YTC), WA The purpose of this Amendment is to 1) Add Specification Section 32 31 13, 2) Remove/replace Submittal Register, and 3) extend the Solicitation Due Date to Monday, March 26, 2018.

See attached Summary of Changes.

All other terms and condiitons remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 26-Feb-2018

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 W912DW18B0003

X 9B. DATED (SEE ITEM 11)

09-Feb-2018

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 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.)

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

26-Feb-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW18B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

SUMMARY OF CHANGES

SUMMARY AMENDMENT 0002

1. The purpose of this Amendment is:

A) To add Section 32 31 13, Specifications for Chain Link Fences and Gates.

B) To revise Submittal Register to incorporate additional Specs. Please remove/replace in its entirety.

(See attached pages)

C) To Extend the Scheduled Bid Opening/Due date is extended to Monday, March 26, 2018 at 2:00 PM, Pacific Time.

2. All other terms and conditions remain unchanged.

3. NOTICE TO BIDDERS: Bidders must acknowledge receipt of this Amendment 0002 by number and date on proposal. Please mark outside of the envelope in which your bid is enclosed to show amendment received.

End of Summary of Changes

FY16 YTC WAARNG Barracks & DFAC 12050 Yakima Training Center, WA W912DW18B0003

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 31 13

CHAIN LINK FENCES AND GATES

08/10

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 ASSEMBLY AND INSTALLATION INSTRUCTIONS

1.4 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 GENERAL

2.2 ZINC COATING

2.3 PVC COATING

2.4 PAINT

2.5 FABRIC

2.6 TOP AND BOTTOM SELVAGES

2.7 LINE POSTS

2.8 END, CORNER, AND PULL POSTS

2.9 SLEEVES

2.10 TOP RAIL

2.11 CENTER RAILS BETWEEN LINE POSTS

2.12 BOTTOM RAIL

2.13 POST-BRACE ASSEMBLY

2.14 TENSION WIRE

2.15 STRETCHER BARS

2.16 POST TOPS

2.17 STRETCHER BAR BANDS

2.18 GATE POSTS

2.19 SWING GATES

2.20 GATE HARDWARE AND ACCESSORIES

2.21 MISCELLANEOUS HARDWARE

2.22 WIRE TIES

2.23 CONCRETE

2.24 GROUT

PART 3 EXECUTION

3.1 GENERAL

3.2 EXCAVATION

3.3 SETTING POSTS

3.3.1 Earth and Bedrock

3.3.2 Concrete Slabs and Walls

3.3.3 Bracing

3.4 CONCRETE STRENGTH

3.5 TOP RAILS & BOTTOM RAILS

3.6 CENTER RAILS

3.7 BRACE ASSEMBLY

SECTION 32 31 13 Page 1 R0001

3.8 TENSION WIRE INSTALLATION

3.9 FABRIC INSTALLATION

3.10 STRETCHER BAR INSTALLATION

3.11 GATE INSTALLATION

3.12 TIE WIRES

3.13 FASTENERS

3.14 ZINC-COATING REPAIR

3.15 TOLERANCES

3.16 SITE PREPARATION

3.16.1 Clearing and Grading

3.17 FENCE INSTALLATION

3.17.1 Post Spacing

3.17.2 Top and Bottom Tension Wire

3.18 ACCESSORIES INSTALLATION

3.18.1 Post Caps

3.19 CLEANUP

-- End of Section Table of Contents --

SECTION 32 31 13 Page 2

SECTION 32 31 13

CHAIN LINK FENCES AND GATES

08/10

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 A116 (2011) Standard Specification for Metallic-Coated, Steel Woven Wire Fence Fabric

ASTM A153/A153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A702 (1989; R 2006) Standard Specification for Steel Fence Posts and Assemblies, Hot Wrought

ASTM A780/A780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A90/A90M (2009) Standard Test Method for Weight of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Coatings

ASTM C94/C94M (2012) Standard Specification for Ready-Mixed Concrete

ASTM F1043 (2011) Strength and Protective Coatings on Metal Industrial Chain-Link Fence Framework

ASTM F1083 (2010) Standard Specification for Pipe, Steel, Hot-Dipped Zinc Coated (Galvanized) Welded, for Fence Structures

ASTM F567 (2011) Standard Practice for Installation of Chain Link Fence

ASTM F626 (2008) Standard Specification for Fence Fittings

ASTM F668 (2007) Poly(Vinyl Chloride) (PVC) and other Organic Polymer-Coated Steel Chain-Link Fence Fabric

SECTION 32 31 13 Page 3

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS RR-F-191/3 (Rev E; Am 1) Fencing, Wire and Post, Metal (Chain-Link Fence Posts, Top Rails and Braces)

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Erection/Installation Drawings; G,DO

SD-03 Product Data

Fence Assembly; G,DO

Gate Hardware and Accessories; G,DO

Recycled Material Content

Zinc Coating; G,DO

Fabric; G,DO

SD-04 Samples

Fabric

Gate Hardware

SD-08 Manufacturer's Instructions

Fence Assembly; G

Gate Assembly; G

Hardware Assembly; G

Accessories; G

1.3 ASSEMBLY AND INSTALLATION INSTRUCTIONS

Submit complete erection/installation drawings along with manufacturer's catalog data for complete fence assembly including locations of gate, corner, end, and pull posts; swing bar gates; pedestrian gates; hardware and accessories.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver materials to site in an undamaged condition. Store materials off the ground to provide protection against corrosion caused by ground contact.

SECTION 32 31 13 Page 4

PART 2 PRODUCTS

2.1 GENERAL

Provide fencing materials conforming to the requirements of ASTM A116, ASTM A702, ASTM F626, and as specified.

Submit manufacturer's data indicating percentage of recycled material content in protective fence materials, including chain link fence, fabric, and gates to verify affirmative procurement compliance.

2.2 ZINC COATING

Provide hot-dip galvanized (after fabrication) ferrous-metal components and accessories, except as otherwise specified.

Provide zinc coating of weight not less than 1.94 ounces per square foot, as determined from the average result of two specimens, when tested in accordance with ASTM A90/A90M.

Provide zinc coating conforming to the requirements of the following:

a. Pipe: FS RR-F-191/3 Class 1 Grade A in accordance with ASTM F1083.

b. Hardware and accessories: ASTM A153/A153M, Table 1

c. Surface: ASTM F1043

d. External: Type B-B surface zinc with organic coating, 0.97 ounce per square foot minimum thickness of acrylated polymer.

e. Internal: Surface zinc coating of 0.97 ounce per square foot minimum.

Provide galvanizing repair material that is cold-applied zinc-rich coating conforming to ASTM A780/A780M.

2.3 PVC COATING

All fence materials shall be PVC coated in addition to galvanizing.

The vinyl coating shall be thermally fused and bonded, ASTM F668 class 2B.

Thickness of the vinyl coating shall be 10-14 milimeters.

Color shall be BLACK.

2.4 PAINT

All fence hardware such as nuts, bolts and washers that cannot be supplied with PVC coating shall be painted to match the PVC coating.

2.5 FABRIC

Provide fabric consisting of 9-gage wires, as shown on drawings, woven into a 2-inch diamond mesh, with dimensions of fabric and wire conforming to ASTM F668, ASTM A702, and ASTM F626 with 2.0 ounces per square foot zinc galvanizing.

Provide one-piece fabric widths for fence heights up to 42 inches.

SECTION 32 31 13 Page 5

2.6 TOP AND BOTTOM SELVAGES

Provide knuckled selvages at top and bottom for fabric with 2 inch mesh and up to 60 inches high, and if over 60 inches high, provide twisted and barbed top selvage and knuckled bottom selvage.

Knuckle top and bottom selvages for 1-3/4-inch and 1-inch mesh fabric.

2.7 LINE POSTS

Minimum acceptable line posts are as follows:

Grade A:

2.0 inch O.D. pipe weighing 3.65 pounds per linear foot.

2.8 END, CORNER, AND PULL POSTS

Provide minimally acceptable end, corner, and pull posts as follows:

Grade A: 2.375 inch O.D. pipe weighing 3.65 pounds per linear foot.

2.9 SLEEVES

Provide sleeves for setting into concrete construction of the same material as post sections, sized 1-inch greater than the diameter or dimension of the post. Weld flat plates to each sleeve base to provide anchorage and prevent intrusion of concrete.

2.10 TOP RAIL

Provide a minimum of 1.625 inches O.D. pipe rails, grade A weighing 2.27 pounds per linear foot. Provide expansion couplings 6-inches long at each joint in top rails.

2.11 CENTER RAILS BETWEEN LINE POSTS

Provide 1.625 inches O.D. pipe center rails, grade A weighing 2.27 pounds per linear foot.

2.12 BOTTOM RAIL

Provide a minimum of 1.625 inches O.D. pipe rails, grade A weighing 2.27 pounds per linear foot. Provide expansion couplings 6-inches long at each joint in bottom rails.

2.13 POST-BRACE ASSEMBLY

Provide bracing consisting of 1.625 inches O.D. pipe, grade A weighing 2.27 pounds per linear foot and 3/8 inch adjustable truss rods and turnbuckles.

2.14 TENSION WIRE

Provide galvanized wire, No. 7-gage, coiled spring wire, provided at the bottom of the fabric only. Provide zinc coating that weighs not less than

2.0 ounces per square foot.

SECTION 32 31 13 Page 6

2.15 STRETCHER BARS

Provide bars that have one-piece lengths equal to the full height of the fabric with a minimum cross section of 3/16 by 3/4 inch, in accordance with ASTM A116, ASTM A702 and ASTM F626.

2.16 POST TOPS

Provide tops that are steel, wrought iron, or malleable iron designed as a weathertight closure cap. Provide one cap for each post. Provide caps with an opening to permit through passage of the top rail.

2.17 STRETCHER BAR BANDS

Provide bar bands for securing stretcher bars to posts that are steel, wrought iron, or malleable iron spaced not over 15 inches on center. Bands may also be used in conjunction with special fittings for securing rails to posts. Provide bands with projecting edges chamfered or eased.

2.18 GATE POSTS

Provide a gate post for supporting each gate leaf as follows:

2.875 inch O.D. pipe Grade A weighing 5.79 pounds per linear foot.

2.19 SWING GATES

Provide perimeter gate frames of 1.90 inch O.D. pipe Grade A weighing 2.72 pounds per linear foot.

Provide gate frame assembly that is welded or assembled with special malleable or pressed-steel fittings and rivets to provide rigid connections. Install fabric with stretcher bars at vertical edges;

stretcher bars may also be used at top and bottom edges. Attach stretcher bars and fabric to gate frames on all sides at intervals not exceeding 15 inches. Attach hardware with rivets or by other means which provides equal security against breakage or removal.

Provide diagonal cross-bracing, consisting of 3/8-inch diameter adjustable-length truss rods on welded gate frames, where necessary to obtain frame rigidity without sag or twist. Provide nonwelded gate frames with diagonal bracing.

2.20 GATE HARDWARE AND ACCESSORIES

Provide gate hardware and accessories that conform to ASTM A116, ASTM A702, ASTM F626. Provide forged steel hinges to suit gate size, non-lift-off type, offset to permit 180-degree opening. Provide latch that permits operation from either side of the gate, with a padlock eye provided as an integral part of the latch. Provide stops and holders of malleable iron for vehicular gates. Provide stops that automatically engage the gate and hold it in the open position until manually released. Provide swing bar gates with a cane bolt and ground-set keeper, with latch or locking device, and padlock eye designed as an integral part.

2.21 MISCELLANEOUS HARDWARE

Provide miscellaneous hot-dip galvanized hardware as required.

SECTION 32 31 13 Page 7

2.22 WIRE TIES

Provide 16-gage galvanized steel wire for tying fabric to line posts,spaced 12 inches on center. For tying fabric to rails and braces, space wire ties 24 inches on center. For tying fabric to tension wire, space 0.105-inch hog rings 24 inches on center.

Manufacturer's standard procedure will be accepted if of equal strength and durability.

Provide wire ties constructed of the same material as the fencing fabric.

2.23 CONCRETE

Provide concrete conforming to ASTM C94/C94M, and obtaining a minimum 28-day compressive strength of 3,000 psi.

2.24 GROUT

Provide grout of proportions one part portland cement to three parts clean, well-graded sand and a minimum amount of water to produce a workable mix.

PART 3 EXECUTION

Provide complete installation conforming to ASTM F567.

3.1 GENERAL

Ensure final grading and established elevations are complete prior to commencing fence and backstop installation.

3.2 EXCAVATION

Excavate for post footings by drilling holes in virgin or compacted soil, of minimum sizes as indicated.

Space footings for line posts 10 feet on center maximum and at closer intervals when indicated, with bottoms of the holes approximately 3-inches below the bottoms of the posts. Set bottom of each post not less than 36-inches below finished grade when in firm, undisturbed soil. Set posts deeper, as required, in soft and problem soils and for heavy, lateral loads.

Uniformly spread soil from excavations adjacent to the fence line.

When solid rock is encountered near the surface, drill into the rock at least 12 inches for line posts and at least 18 inches for end, pull, corner, and gate posts. Drill holes at least 1 inch greater in diameter than the largest dimension of the placed post.

If solid rock is below the soil overburden, drill to the full depth required except that penetration into rock need not exceed the minimum depths specified above.

3.3 SETTING POSTS

Remove loose and foreign materials from holes and moisten soil prior to placing concrete.

Provide tops of footings as shown on drawings. Set hold-open devices, sleeves, and other accessories in concrete.

SECTION 32 31 13 Page 8

Keep exposed concrete moist for at least 7 calendar days after placement or cured with a membrane curing material, as approved.

Grout all posts set into sleeved holes in concrete with an approved grouting material.

Maintain vertical alignment of posts set in concrete construction until concrete has set.

3.3.1 Earth and Bedrock

Provide concrete bases of dimensions indicated except in bedrock. Compact concrete to eliminate voids, and finish to a dome shape. In bedrock, set posts with a minimum of 1 inch of grout around each post. Work grout into hole to eliminate voids, and finish to a dome shape.

3.3.2 Concrete Slabs and Walls

Set posts as shown on drawings.

3.3.3 Bracing

Brace gate, corner, end, and pull posts to nearest post with a horizontal brace used as a compression member, placed at least 12 inches below top of fence, and a diagonal tension rod.

3.4 CONCRETE STRENGTH

Provide concrete that has attained at least 75 percent of its minimum 28-day compressive strength, but in no case sooner than 7 calendar days after placement, before rails, tension wire, or fabric are installed. Do not stretch fabric and wires or hang gates until the concrete has attained its full design strength.

Take concrete cylinder samples and test concrete to determine compressive strength as specified.

3.5 TOP RAILS & BOTTOM RAILS

Provide top rails and bottom rails that run continuously through post caps or extension arms, bending to radius for curved runs. Provide expansion couplings as recommended by the fencing manufacturer.

3.6 CENTER RAILS

Provide single piece center rails between posts set flush with posts on the fabric side, using special offset fittings where necessary.

3.7 BRACE ASSEMBLY

Provide bracing assemblies at end and gate posts and at both sides of corner and pull posts, with the horizontal brace located at midheight of the fabric.

Install brace assemblies so posts are plumb when the diagonal rod is under proper tension.

Provide two complete brace assemblies at corner and pull posts where

SECTION 32 31 13 Page 9 required for stiffness and as indicated.

3.8 TENSION WIRE INSTALLATION

Install tension wire by weaving them through the fabric and tying them to each post with not less than 7-gage galvanized wire or by securing the wire to the fabric with 10-gage ties or clips spaced 24 inches on center.

3.9 FABRIC INSTALLATION

Provide fabric in single lengths between stretch bars with bottom barbs placed approximately 1-1/2 inches above the ground line. Pull fabric taut and tied to posts, rails, and tension wire with wire ties and bands.Install fabric on the security side of fence, unless otherwise directed. Ensure fabric remains under tension after the pulling force is released.

3.10 STRETCHER BAR INSTALLATION

Thread stretcher bars through or clamped to fabric 4 inches on center and secured to posts with metal bands spaced 15 inches on center.

3.11 GATE INSTALLATION

Install gates plumb, level, and secure, with full opening without interference. Install ground set items in concrete for anchorage as recommended by the fence manufacturer. Adjust hardware for smooth operation and lubricated where necessary.

3.12 TIE WIRES

Provide tie wires that are U-shaped to the pipe diameters to which attached. Twist ends of tie wires not less than two full turns and bent so as not to present a hazard.

3.13 FASTENERS

Install nuts for tension bands and hardware on the side of the fence opposite the fabric side. Peen ends of bolts to prevent removal of nuts.

3.14 ZINC-COATING REPAIR

Clean and repair galvanized surfaces damaged by welding or abrasion, and cut ends of fabric, or other cut sections with specified galvanizing repair material applied in strict conformance with the manufacturer's printed instructions.

3.15 TOLERANCES

Provide posts that are straight and plumb within a vertical tolerance of 1/4 inch after the fabric has been stretched. Provide fencing and gates that are true to line with no more than 1/2 inch deviation from the established centerline between line posts. Repair defects as directed.

3.16 SITE PREPARATION

3.16.1 Clearing and Grading

Clear fence line of trees, brush, and other obstacles to install fencing.

Establish a graded, compacted fence line prior to fencing installation.

SECTION 32 31 13 Page 10

3.17 FENCE INSTALLATION

Install fence on prepared surfaces to line and grade indicated. Install fence in accordance with fence manufacturer's written installation instructions except as modified herein.

3.17.1 Post Spacing

Provide line posts spaced equidistantly apart, not exceeding 10 feet on center. Provide gate posts spaced as necessary for size of gate openings.

Do not exceed 500 feet on straight runs between braced posts. Provide corner or pull posts, with bracing in both directions, for changes in direction of 15 degrees or more, or for abrupt changes in grade. Provide drawings showing location of gate, corner, end, and pull posts.

3.17.2 Top and Bottom Tension Wire

Install top and bottom tension wires before installing chain-link fabric, and pull wires taut. Place top and bottom tension wires within 8 inches of respective fabric line.

3.18 ACCESSORIES INSTALLATION

3.18.1 Post Caps

Design post caps to accommodate top rail. Install post caps as recommended by the manufacturer.

3.19 CLEANUP

Remove waste fencing materials and other debris from the work site.

-- End of Section --

SECTION 32 31 13 Page 11

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 86 PAGES

FY16 YTC WAARNG Barracks & DFAC

01 11 04 SD-01 Preconstruction Submittals

1.5.2.1 GTraining Plan

1.11.2.2List of Employees

SD-07 Certificates

1.5.2.2 GTrainer and Video Technician

Qualifications

1.6 GProject Photographs

SD-10 Operation and Maintenance Data

1.5.1 GAudio-Video Recordings

SD-11 Closeout Submittals

1.6.3 GCompletion Photographs

01 32 01.00 10 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.8 G CxASubmittal Register

01 33 21 SD-01 Preconstruction Submittals

2.3 GBIM Project Execution Plan (PxP)

3.1 GBIM Project Execution Plan (PxP)

SD-05 Design Data 3.1PxP Review Demonstration

3.2.2 GInterim Record BIM Model

3.2.3 GInterim Record CIM Model

SUBMITTAL REGISTER

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FY16 YTC WAARNG Barracks & DFAC

01 33 21 3.2.4 GInterim Record CAD Drawings

3.2.5 GIFC Coordination View

3.2.1 G3-D Interactive View

3.2.1 GSubmitted Files List

SD-07 Certificates

3.2.1 GContractor Quality Control

Certification 01 33 29 SD-01 Preconstruction Submittals

1.4 GLEED Implementation Plan

SD-07 Certificates

1.3.4 GContractor LEED Accredited

Professional

SD-11 Closeout Submittals

1.8 GLEED Documentation Notebook

01 35 26 SD-01 Preconstruction Submittals

1.6 GAccident Prevention Plan (APP)

1.7 GActivity Hazard Analysis

1.6.1 GCrane Critical Lift Plan

1.11.5 GCrane Operator(s)

1.11.5 GCertificate of Compliance

3.1.1.1 GArmy Radiation Permit (ARP)

SD-06 Test Reports 1.11.1Accident Reports 1.11.3Monthly Exposure Reports 1.11.4Crane Inspection Reports

SD-07 Certificates

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FY16 YTC WAARNG Barracks & DFAC

01 35 26 1.8Confined Space Entry Permit 1.8Hot Work Permit 1.12Hot Work Permit 1.13Radiation License Certificates

01 45 00.00 10 SD-01 Preconstruction Submittals

1.4 GLaboratory Validation

3.2 GQuality Control Plan

3.3.2 GFire Protection Engineer's

Qualifications

3.3.5 GRCDD Certification

SD-05 Design Data 3.3.6LEED Documentation

01 45 35 SD-01 Preconstruction Submittals

1.5.1 GSpecial Inspection Quality

Control Plan 1.3.1Approved Agency 1.5.2Approved Agency

SD-06 Test Reports 3.5Testing Reports 3.6.1Combined Progress Reports

3.6.2 GCombined Final Reports

SD-07 Certificates 1.5.3Special Inspectors

1.3.1 GApproved Agency

1.5.2 GApproved Agency

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 86 PAGES

FY16 YTC WAARNG Barracks & DFAC

01 45 35 1.5.5Contractor Statement of Responsibility

01 45 37 SD-01 Preconstruction Submittals

1.4 GWork Plan

SD-03 Product Data

2.2 GThermal Imaging Camera

SD-05 Design Data

3.2 GEnvelope Surface Area

Calculations SD-06 Test Reports

3.5 GPressure Test Procedures

3.5.7 GAir Leakage Test Report

3.6.5.1 GThermographic Investigation

Report

3.6.5 GDiagnostic Test Report

SD-07 Certificates 1.6.2.1Pressure Test Agency 1.6.2.2Thermographer Qualifications 1.6.3Test Instruments 1.6.3Date Of Last Calibration

01 50 00 SD-01 Preconstruction Submittals

1.4 GConstruction site plan

3.3.1 GTraffic control plan

3.4.1Original Site Photos

SD-06 Test Reports

2.2.5 GBackflow Preventer Tests

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01 50 00 SD-07 Certificates

1.5.1 GBackflow Tester Certification

1.5Backflow Preventers Certificate

01 57 20.00 10 SD-01 Preconstruction Submittals

1.9 G PWEnvironmental Protection Plan

3.1 GEnvironmental Permits and

Commitments

1.10 GExisting Conditions Survey

3.6.4 G PWHazardous Materials

3.1Electronic Notice of Intent

SD-03 Product Data

3.6.4 GHazardous Materials

01 57 23 SD-01 Preconstruction Submittals

1.3.1 GStorm Water Pollution Prevention

Plan SD-07 Certificates

3.2Mill Certificate or Affidavit SD-11 Closeout Submittals

1.4Notice of Termination and EPA Confirmation Letter

01 74 19 SD-01 Preconstruction Submittals

1.6 GWaste Management Plan

SD-03 Product Data 1.8C&D Diversion/Disposal

Transaction Reports SD-11 Closeout Submittals

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01 74 19 1.7Records 01 78 00 SD-03 Product Data

1.3.2As-Built Record of Equipment and Materials

1.7Final Cleaning SD-10 Operation and Maintenance Data

1.6 G CXOperation and Maintenance

Manuals

SD-11 Closeout Submittals 1.3.1Record Drawings

1.3.1.4 GRecord BIM and CIM Model

Files, and CAD Drawing Files

1.4 GCertification of EPA Designated

Items 01 78 23 SD-07 Certificates

3.1.1 GQualifications

SD-10 Operation and Maintenance Data

3.2 GPreliminary O&M Manual and

Data

3.1 GOperation and Maintenance

(O&M) Manuals

3.5 GO&M Manual Check List

01 78 36 SD-01 Preconstruction Submittals

1.2.1 G CXWarranty Management Plan

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FY16 YTC WAARNG Barracks & DFAC

01 78 36 1.2.5 GWarranty Tags 01 86 19 SD-05 Design Data

1.4.1 GMechanical and Plumbing

Drawings

1.5.1 GMechanical and Plumbing

Drawings

1.4.1 GMechanical and Plumbing

Calculations

1.5.1 GMechanical and Plumbing

Calculations

1.4.6.1 GLife Cycle Cost Analysis

1.5.6.1 GLife Cycle Cost Analysis

1.4.1 GMechanical and Plumbing

Specifications

1.5.1 GMechanical and Plumbing

Specifications 01 86 20 SD-02 Shop Drawings

GWet Chemical Fire Extinguishing and Fire Alarm/Mass Notification System

GFire Sprinkler and Fire Alarm/Mass Notification System Shop Drawings

SD-05 Design Data

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FY16 YTC WAARNG Barracks & DFAC

01 86 20 GWet Chemical Fire Extinguishing and Fire Alarm/Mass Notification System

GFire Sprinkler and Fire Alarm/Mass Notification System

01 86 26 SD-02 Shop Drawings GDining Facility Electrical Shop

Drawings GBarracks Electrical Shop

Drawings GExterior Electrical Shop Drawings

SD-05 Design Data GDining Facility Electrical Design

Data GBarracks Electrical Design Data GExterior Electrical Design Data GLighting Compliance

Documentation Form 01 86 27 SD-02 Shop Drawings

GDining Facility Telecom Shop Drawings

GBarracks Telecom Shop Drawings

GTelecom Outside Plant Shop Drawings

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FY16 YTC WAARNG Barracks & DFAC

01 86 27 GTelecom Entrance Facility Shop Drawings

SD-05 Design Data GDining Facility Telecom Design

Data GBarracks Telecom Design Data GTelecom Outside Plant Design

Data GTelecom Entrance Facility Design

Data GLighting Compliance

Documentation Form SD-07 Certificates

1.3.2RCDD Certification 01 91 13 SD-01 Preconstruction Submittals

G CxAContractor Commissioning Specialist (CxS)

3.2 G CxACommissioning Plan Update

3.2 G CxAPreliminary Commissioning

Schedule

3.2 G CxAEquipment Naming Convention

3.2 G CxABuilding Envelope Testing Plan

SD-06 Test Reports G CxAPiping and Ductwork Pressure

Test Documentation

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FY16 YTC WAARNG Barracks & DFAC

01 91 13 G CxAPre-Functional Check List Completed Documentation

G CxAManufacturer Equipment Startup Report

G CxADDC Point-to-Point Checkout Sheets

3.3 G CxADDC System Trending Reports

SD-07 Certificates

G CxAContractor Commissioning Specialist (CxS)

G CxATest Equipment Calibration Certificates

SD-10 Operation and Maintenance Data

G CxASystems Manual Materials G CxATraining Agendas and

Completion Verification Documentation

SD-11 Closeout Submittals G CxALEED Documentation

03 11 13.00 10 SD-02 Shop Drawings

3.1.1 GFormwork

SD-03 Product Data 1.2Design 2.1Form Materials 2.1.6Form Releasing Agents

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 86 PAGES

FY16 YTC WAARNG Barracks & DFAC

03 11 13.00 10 SD-04 Samples 1.4Sample Panels 2.1.7Fiber Voids

SD-06 Test Reports 3.4Inspection

SD-07 Certificates 2.1.7Fiber Voids

03 15 00.00 10 SD-03 Product Data 2.2Preformed Expansion Joint Filler 2.3Sealant

SD-04 Samples 2.3.2Lubricant for Preformed

Compression Seals 2.3.3Field-Molded Type

SD-07 Certificates 2.2Preformed Expansion Joint Filler 2.3Sealant

03 20 00.00 10 SD-02 Shop Drawings

3.1 GReinforcement

SD-06 Test Reports 2.7Material 2.7Tests, Inspections, and

Verifications SD-07 Certificates

2.3Reinforcing Steel

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FY16 YTC WAARNG Barracks & DFAC

03 20 00.00 10 1.4.1Qualification of Steel Bar Butt-Splicers

03 30 00.00 10 SD-03 Product Data Part 2Recycled Content Products 1.2Portland Cement 2.1Portland Cement 3.2.1Ready-Mixed Concrete 2.12VOC Vapor Barrier 2.7Latex Bonding Agent 1.2.7Floor Finish 2.10Floor Hardener 2.3Chemical Admixtures 2.8Epoxy Resin

SD-04 Samples 2.3.5Surface Retarder

SD-05 Design Data 1.2.1Mixture Proportions

SD-06 Test Reports 3.10Testing and Inspection for CQC

SD-07 Certificates 1.4Qualifications

03 35 00.00 10 SD-03 Product Data Part 2Recycled Content Products 2.2Latex Bonding Compound 2.3Epoxy Resin

03 35 36 SD-01 Preconstruction Submittals

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FY16 YTC WAARNG Barracks & DFAC

03 35 36 1.4.3 GList of Proposed Products

1.4.3 GQuality Control Plan

1.4.3 GEnvironmental Protection Plan

SD-02 Shop Drawings

1.4.3 GShop Drawings

SD-03 Product Data 2.1.1Solvent Based Dye 2.1Integral colorant 2.1.2Hardener(Densifier) and Sealer

SD-04 Samples

1.4.4 GColor and finish samples

SD-05 Design Data

1.4.3 GDesign Data

SD-06 Test Reports

3.5.1 GTest Reports

SD-07 Certificates

1.4.1 GInstaller Qualifications

1.4.2 GManufacturer's Certification

SD-08 Manufacturer’s Instructions

1.6.1 GMaterial Safety Data Sheet(s)

SD-10 Operation and Maintenance Data

3.6 GMaintenance Information

03 39 00.00 10 SD-06 Test Reports

3.3Testing and Inspection for CQC 03 42 13.00 10 SD-01 Preconstruction Submittals

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FY16 YTC WAARNG Barracks & DFAC

03 42 13.00 10 1.3.2.2Quality Control Procedures SD-02 Shop Drawings

2.1.1 G DOStandard Precast Units

2.1.2 G DOCustom-Made Precast Units

3.2.4.3Special Finishes

SD-03 Product Data 2.1.1Standard Precast Units 2.1.3Proprietary Precast Units 3.1.3Embedded Items 2.2.6Accessories

SD-05 Design Data

2.1.2 GDesign Calculations

2.1.5.1Concrete Mix Proportions

SD-06 Test Reports 1.3.2.4Test Reports

SD-07 Certificates 1.3.2.2Quality Control Procedures

SD-11 Closeout Submittals

2.2.1 SRecycled content for fly ash and

pozzolan

2.2.1 SRecycled content for Ground Iron

Blast-Furnace Slag

2.2.1 SRecycled content for Silica Fume

2.2.1 SRecycled content for Synthetic

Fiber Reinforcement

2.2.1 SRecycled content for steel

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04 20 00 SD-02 Shop Drawings

1.4.5 GDetail Drawings

SD-03 Product Data 1.2.1Local/Regional Materials 1.2.2Environmental Data 2.4.2Cement 1.6.2Cold Weather Installation

SD-04 Samples

2.2 GConcrete Masonry Units (CMU)

1.4.3 GSample Masonry Panels

2.7Anchors, Ties, and Bar

Positioners 2.11Expansion-Joint Materials 2.8Joint Reinforcement

SD-05 Design Data 2.4.3Pre-mixed Mortar 1.2.3.1Unit Strength Method 2.5Water-Repellant Admixture

SD-06 Test Reports

3.21.1 GField Testing of Mortar

3.21.2 GField Testing of Grout

3.21.3 GPrism tests

2.4.2Masonry Cement

1.4.4 GMasonry Inspector Qualifications

3.21.4Single-Wythe Masonry Wall

Water Penetration Test

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FY16 YTC WAARNG Barracks & DFAC

04 20 00 SD-07 Certificates 2.2Concrete Masonry Units (CMU) 2.7Anchors, Ties, and Bar

Positioners 2.11Expansion-Joint Materials 2.8Joint Reinforcement 2.4.2Masonry Cement 2.4.1Admixtures for Masonry Mortar 2.6.1Admixtures for Grout 1.4.2Contamination

SD-08 Manufacturer’s Instructions 2.4.2Masonry Cement

SD-10 Operation and Maintenance Data

3.20.2Take-Back Program 04 21 13.13 SD-02 Shop Drawings

1.3.3Detail Drawings SD-04 Samples

2.11Expansion Joint Materials 2.1.1Concrete Masonry Unit 2.1.2Prefaced Concrete Masonry Unit 1.3.1Sample Panel

SD-05 Design Data

1.3.4 GDesign Calculations

SD-06 Test Reports 3.1Calculations

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FY16 YTC WAARNG Barracks & DFAC

04 21 13.13 SD-07 Certificates 2.1.1Concrete Masonry Unit 2.3Joint Reinforcement 2.11Expansion Joint Materials 2.6Exterior Sheathing 2.7.1Moisture Barrier 2.7.2Vapor Retarder 2.8Veneer Anchors 2.9.1Welding

05 05 23 SD-03 Product Data 1.5Welding Procedure Qualifications 1.5.5Welder, Welding Operator, and

Tacker Qualification 1.5.6Inspector Qualification 1.5.2Previous Qualifications 1.5.3Pre-qualified Procedures

SD-06 Test Reports 3.2Quality Control 3.3.1Nondestructive Examination

SD-07 Certificates 1.5.1Certified Welding Procedure

Specifications (WPS) 1.5.1Certified Welding Procedure

Specifications (WPS) 1.5.1Certified Welding Procedure

Specifications (WPS)

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FY16 YTC WAARNG Barracks & DFAC

05 05 23 1.5.1Certified Procedure Qualification Records (PQR)

1.5.1Certified Procedure Qualification Records (PQR)

1.5.1Certified Procedure Qualification Records (PQR)

1.5.1Certified Welder Performance Qualifications (WPQ)

05 12 00 SD-02 Shop Drawings

1.5.2.1 GErection Plan

1.5.1 GFabrication drawings

SD-03 Product Data 2.4Shop primer 2.3.1Welding electrodes and rods 2.2.4Load indicator washers 2.3.2Non-Shrink Grout 2.2.5Load indicator bolts

SD-05 Design Data

1.5.3 GDesign Calculations

SD-06 Test Reports 2.4Class B coating 2.2Bolts, nuts, and washers

SD-07 Certificates 2.1Steel 2.2Bolts, nuts, and washers

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05 12 00 1.5.2.2Welding procedures and qualifications

05 40 00 SD-02 Shop Drawings 1.6.1Framing Components

SD-03 Product Data 2.1Studs, Joists

SD-05 Design Data

1.6.2 GMetal Framing Calculations

SD-07 Certificates 1.4Cold-Formed Metal Framing 3.1.1Welds

SD-11 Closeout Submittals

2.1 SRecycled Content of Steel

Products 05 50 13 SD-02 Shop Drawings

2.3 GAccess doors and panels

2.6 GCover plates and frames

2.7 GExpansion joint covers

2.9 GFloor gratings

2.11 Gangles and plates

3.10 GRoof hatch

SD-03 Product Data 2.3Access doors and panels 2.6Cover plates and frames 2.4Control-joint covers 2.7Expansion joint covers

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FY16 YTC WAARNG Barracks & DFAC

05 50 13 2.9Floor gratings 3.10Roof hatch 2.1.7.1Expansion Anchors 2.1.7.1Adhesive Anchors

SD-04 Samples 2.7Expansion joint covers 2.4Control-joint covers

SD-05 Design Data

1.5 GDesign Calculations

05 51 00 SD-02 Shop Drawings

2.1 GSteel Hardware

2.1Steel Shapes, Plates, Bars and

Strips

2.14 GMetal Stair System

SD-03 Product Data

2.2 GStructural Steel Plates, Shapes, and Bars

2.3 GStructural Steel Tubing

2.6 GHot-Rolled Carbon Steel Sheets

and Strips

2.5 GCold Finished Steel Bars

2.4 GHot-Rolled Carbon Steel Bars

2.7 GCold-Rolled Carbon Steel Sheets

2.8 GGalvanized Carbon Steel Sheets

2.9 GCold-Drawn Steel Tubing

2.11 GConcrete Inserts

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05 51 00 2.12 GMasonry Anchorage Devices

2.15 GProtective Coating

2.16 GSteel Pan Stairs

2.16.4 GSteel Stairs

SD-05 Design Data GDesign Calculations

SD-07 Certificates 3.2Welding Procedures

1.4 GWelder Qualifications

SD-08 Manufacturer’s Instructions 2.2Structural Steel Plates, Shapes, and Bars 2.3Structural Steel Tubing 2.6Hot-Rolled Carbon Steel Sheets and Strips 2.5Cold Finished Steel Bars 2.4Hot-Rolled Carbon Steel Bars 2.7Cold-Rolled Carbon Steel Sheets 2.8Galvanized Carbon Steel Sheets 2.9Cold-Drawn Steel Tubing

2.15 GProtective Coating

2.12 GMasonry Anchorage Devices

05 52 00 SD-02 Shop Drawings

1.2.1 GFabrication and Installation

Drawings

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FY16 YTC WAARNG Barracks & DFAC

05 52 00 2.1 GFabrication and Installation Drawings

SD-03 Product Data 2.3Structural Steel Plates, Shapes, and Bars 2.4Structural Steel Tubing 2.6Cold-Finished Steel Bars 2.5Hot-Rolled Carbon Steel Bars 2.7Cold-Drawn Steel Tubing

2.2 GConcrete Inserts

2.10 GProtective Coating

2.11 GSteel Railings and Handrails

2.2 GAnchorage and Fastening

Systems SD-07 Certificates

1.4.1Welding Procedures

1.4.2 GWelder Qualification

SD-08 Manufacturer’s Instructions

3.1 GInstallation Instructions

06 10 00 SD-02 Shop Drawings

2.2.3 G DOStructural Glue-Laminated

Timber

2.5.7 G DOTrussed Rafters

2.5.8 G DOTrussed Joists

1.9.1 G DOFabricated Structural Members

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 23 OF 86 PAGES

FY16 YTC WAARNG Barracks & DFAC

06 10 00 1.9.2 G DOModifications of Structural Members

2.5.9Pre-engineered open web roof trusses with steel web members

SD-03 Product Data 1.8Fire-retardant Treatment 2.1.1Engineered Wood Products 1.4.4Structural-use and OSB Panels 2.3.3.2Structural-use and OSB Panels 2.3Oriented Strand Board 2.5.12Adhesives 2.4Underlayment 2.2.2Nailing Strips

SD-05 Design Data

1.9.2 G DOModifications of Structural

Members 1.9.4Design Calculations

SD-06 Test Reports 1.4.5Preservative-treated

SD-07 Certificates 1.10.2Forest Stewardship Council

(FSC) Certification 1.9.3Certificates of grade 1.7Preservative treatment

SD-10 Operation and Maintenance Data

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