01_25R1319_Amd0013.pdf

21RXXX3

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

RFP N62742-25-R-1319, NAVFAC WORK ORDER NUMBER 1614533, FY21 MCON P-649 JOINT COMMUNICATIONS UPGRADE, JOINT REGION

MARIANAS NAVAL BASE, GUAM

Amendment No. 0013 is continued on Page 2.

1. CONTRACT ID CODE PAGE OF PAGES

1 5

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

16C. DATE SIGNED

BY

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 N6274225R1319

X 9B. DATED (SEE ITEM 11)

17-Oct-2024

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, 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 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

11-FEB-25

CODE

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (CODE ACQ33)

258 MAKALAPA DR STE 100

PEARL HARBOR HI 96860-3134

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL: TEL:

X

00013

RFP No. N62742-25-R-1319 Amendment No. 0013

FY21 MCON PROJECT P-649 GUAM JOINT COMMUNICATIONS UPGRADE

MARINE CORPS BASE CAMP BLAZ, GUAM

SECTION SF30 BLOCK 14 CONTINUATION PAGE

This amendment is issued to revise the following:

DOCUMENT 00 21 16, INSTRUCTIONS TO PROPOSERS

SMALL BUSINESS SUBCONTRACTING PLAN (TEMPLATE) (Amendment No. 0006) is deleted in its entirety and SMALL BUSINESS SUBCONTRACTING PLAN (TEMPLATE) (Amendment No. 0013) is added and accompanies this Amendment.

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

ADDED DRAWINGS

The following drawings are added to the list as of February 3, 2025.

DWG

NO.

NAVFAC

DWG NO.

REVISION

NO

TITLE

PP601A 17260704 0 COMM – PLUMBING DOMESTIC RISER DIAGRAM FIRST FLOOR

PP602A 17260705 0 COMM – DOMESTIC RISER DIAGRAM SECOND FLOOR

PP603A 17260706 0 COMM – PLUMBING RISER DIAGRAM THIRD FLOOR

REVISED DRAWINGS

The following drawings are revised as of February 3, 2025.

DWG

NO.

NAVFAC

DWG NO.

REVISION

NO

TITLE

A-304A 17260481 3 COMM BLDG WALL SECTIONS

A-400A 17260484 2 LEVEL 1 FLOOR PLAN AREA A1

A-401A 17260485 2 LEVEL 1 FLOOR PLAN AREA A2

A-433A 17260514 2 LEVEL 1 -WET AREA PLANS & ELEVATIONS

A-451A 17260529 3 INTERIOR ELEVATIONS

A-462A 17260540 3 INTERIOR ELEVATIONS

A-501 17260588 3 WALL TYPES

A-503 17260560 3 WALL TPES, CONT’D

A-512 17260564 4 DOOR SCHEDULE

A-513 17260565 4 DOOR SCHEDULE (CONT’D)

A-515 17260567 4 DOOR SCHEDULE (CONT’D)

A-521 17260568 4 WINDOW TYPES, SCHEDULE & DETAILS

A-555 17260577 2 SIGN DETAILS

A-603 17260580 3 WALL SECTION DETAILS

A-614A 17260590 2 EXTERIOR FINISH DETAILS

A-201E 17261104 2 GENERATOR BUILDING EXTERIOR ELEVATIONS

A-301E 17261105 3 GENERATOR BUILDING BUILDING SECTIONS

A-302E 17261106 3 GENERATOR WALL SECTIONS

A-402B 17261304 3 WET AREA PLANS & ELEVATIONS

A-602B 17261314 3 ROOM FINISH SCHEDULE, WINDOW SCHEDULE AND LOUVER

SCHEDULE

A-605B 17261317 1 DOOR SCHEDULE & TYPES

A-402C 17261446 3 WET AREA PLANS & ELEVATIONS

A-602C 17261456 3 ROOM FINISH SCHEDULE, WINDOW SCHEDULE AND LOUVER

SCHEDULE

A-605C 17261459 1 DOOR SCHEDULE & TYPES

CG101B 17261266 1 GRADING PLAN

PP101A 17260688 1 COMM – PLUMBING PIPING OVERALL FIRST FLOOR PLAN

PP102A 17260689 1 COMM – PLUMBING PIPING OVERALL SECOND FLOOR PLAN

PP401A 17260691 1 COMM – PLUMBING PIPING PARTIAL ENLARGED FIRST FLOOR

PLAN A1

PP403A 17260693 1 COMM – PLUMBING PIPING PARTIAL ENLARGED FIRST FLOOR

PLAN A3

PP404A 17260694 1 COMM – PLUMBING PIPING PARTIAL ENLARGED SECOND FLOOR

PLAN A1

PP405A 17260695 1 COMM – PLUMBING PIPING PARTIAL ENLARGED SECOND FLOOR

PLAN A2

PP406A 17260696 1 COMM – PLUMBING PIPING PARTIAL ENLARGED SECOND FLOOR

PLAN A3

PP407A 17260697 1 COMM – PLUMBING PIPING PARTIAL ENLARGED THIRD FLOOR

PLAN A1

These revised Drawings accompany this Amendment 0013.

PROJECT SPECIFICATIONS

Changes as directed below shall be made to the respective specifications. Specification incorporating the directed changes are not issued with this amendment, unless stated otherwise.

Division 05 – METALS

Section 05 50 13 MISCELLANEOUS METAL FABRICATIONS, added section 2.2.10 Stainless Steel Sheet, Strip, and Plate in its entirety.

Section 05 50 13 MISCELLANEOUS METAL FABRICATIONS, added section 2.2.11 Stainless Steel Bars and Shapes in its entirety.

Division 08 – OPENINGS

Section 08 11 13 STEEL DOORS AND FRAMES, delete section in its entirety and replace with the attached amended section.

Section 08 14 00 WOOD DOORS, deleted section 2.3.6.1 Factory Finish and replace with Field Painting. Factory prime or seal doors, and field paint.

Section 08 35 13 FOLDING DOORS, deleted section 3.1.1 Field Painted Finish..

Division 09 – FINISHES

Section 09 30 10 CERAMIC, QUARRY, AND GLASS TILING, deleted section 2.4.2 Furan Mortar.

Section 09 30 10 CERAMIC, QUARRY, AND GLASS TILING, replaced section 2.7 WATERPROOF MEMBRANE, 2.7.1 General with the following:

Conform to ANSI A108.10 and ANSI A108.12 standards, thin, load bearing, single component self-curing liquid rubber waterproofing/crack isolation membrane. Does not require the use of reinforcing fabric for cracks up to 1/8 inch. Provide cleavage membrane as recommended by manufacturer.

Section 09 30 10 CERAMIC, QUARRY, AND GLASS TILING, replaced section 3.4 INSTALLATION OF WALL TILE with the following:

Install wall tile in accordance with the TCNA Hdbk, method W244C and with grout joints as recommended by the manufacturer for the type of tile.

Section 09 30 10 CERAMIC, QUARRY, AND GLASS TILING, deleted section 3.4.1 Workable and Cured Mortar Bed.

Section 09 30 10 CERAMIC, QUARRY, AND GLASS TILING, replaced section 3.5 INSTALLATION OF FLOOR TILE with the following:

Install floor tile in accordance with TCNA Hdbk method F113 for vestibules, corridors, and non-wet areas with grout joints as recommended by the manufacturer for the type of tile. Install floor tile in accordance with TCNA Hdbk method F121 for restroom, shower and wet areas with grout joints as recommended by the manufacturer for the type of tile.

Section 09 30 10 CERAMIC, QUARRY, AND GLASS TILING, deleted quarry and furan grout from section 3.5.3 Resinous Grout.

Section 09 65 00 RESILIENT FLOORING, deleted section 2.5 POLISH/FINISH.

Section 09 84 20 ACOUSTICAL WALL PANELS, added the following to section 1.2 SUBMITTALS:

SD-03 Product Data Fabric Covered Acoustical Wall Panels; G Perforated Acoustical Panels; G Recycled Content for Aluminum; S Recycled Content for Stainless Steel; S

SD-04 Samples Fabric Covered Acoustical Wall Panels; G Perforated Acoustical Panels; G

Section 9 84 20 ACOUSTICAL WALL PANELS, deleted fabric wrapped mineral / glass fiber core from section

2.1.1 Design.

Section 09 84 20 ACOUSTICAL WALL PANELS, replaced section 2.2.10 Mounting Acoustical Panels with the following:

Mount acoustical panels by manufacturer’s standard mounting Z-clip anchors.

Section 09 84 20 ACOUSTICAL WALL PANELS, deleted section 2.3 COLOR and replaced with section 2.3 PERFORATED ACOUSTICAL PANELS, 2.3.1 Sound Absorption Material, 2.3.2 Mounting Accessories, and 2.4

COLOR.

Section 09 90 00 PAINTS AND COATINGS, added STEEL/FERROUS SURFACES to section 3.13.1 Exterior Paint Tables.

Division 26 – ELECTRICAL

26 42 15 CATHODIC PROTECTION SYSTEM FOR THE INTERIOR OF STEEL WATER TANKS section added in its entirety.

PROGRAM MANUAL

MCO 5530.14A MARINE CORPS PHYSICAL SECURITY PROGRAM MANUAL Chapter 5 Barriers and Openings included in its entirety, regarding Temporary Security Fencing

-- End of Amendment 0013 –

SMALL BUSINESS SUBCONTRACTING PLAN

SOLICITATION/CONTRACT N62742-25-R-1319

1 Rev. May 2022

INDIVIDUAL SMALL BUSINESS SUBCONTRACTING PLAN

(TO BE SUBMITTED BY OTHER THAN SMALL BUSINESSES ONLY)

(Also referred to as large businesses)

(CONTRACTOR’S NAME)

(ADDRESS)

(CONTRACTOR’S CORPORATE HEADQUARTERS ADDRESS)

[If same as above, so indicate].

N6274-25-R-1319

FY21 MCON PROJECT P-649 GUAM JOINT COMMUNICATIONS

UPGRADE MARINE CORPS BASE CAMP BLAZ, GUAM

(Date Prepared)

ACCEPTED:

Procuring Contracting Officer Date

Date Small Business Administration Procurement Center Representative

REVIEWED:

Date Small Business Professional

PLAN SUBMITTED BY:

Signature: Date:

Printed Name:

Title:

REVIEWED:

AMENDMENT 0013

2 Rev. May 2022

SUBCONTRACTING PLAN

This document, together with any attachments, is submitted as a subcontracting plan to satisfy the requirements of Federal Acquisition Regulations (FAR) 19.704. The following goals are established for the contract (including base period and all option items/periods (if applicable)). INCLUDE

SUPPORTING RATIONALE FOR ALL PROPOSED GOALS AND ENSURE THIS PLAN IS

CONSISTENT WITH ANY SMALL BUSINESS PARTCIPATION AND COMMITMENT STRATEGY

ASSOCIATED WITH THIS ACQUISITION.

1. a. Total Contract Value $

(Total CLIN 0001, 0003, 0005, -0007)

b. Total Subcontracted $ % of 1.a (inclusive of all planned subcontracting to all businesses, regardless of size)

c. Total Prime-performed $ % of 1.a

2. The following dollars and percentage goals are applicable to the contract cited above. (See FAR 19.704(a)(1) and (2))

a. Large Business $ % of 1.b

This number represents total planned subcontract dollars that will be awarded to other than small business concerns (including subcontracts awarded to Historically Black Colleges, Universities and Minority Institutions (HBCU/MIs).

b. Small Business (SB) $ % of 1.b

This number represents total planned subcontract dollars that will be awarded to small business concerns** as well as subcontracts awarded under the AbilityOne Program to SourceAmerica (formerly NISH) and National Industries for the Blind (NIB) organizations and subcontracts awarded to Alaskan Native Corporations (ANCs) and Indian Tribes as prescribed in FAR 19.703(c) & FAR 52.219-9.

(** Small business concerns include SBs, Small Disadvantaged Businesses (SDB), Women-Owned Small Businesses (WOSB), Historically Underutilized Business Zone (HUBZone) Small Businesses, Veteran-Owned Small Businesses (VOSB) and Service-Disabled Veteran-Owned Small Businesses

(SDVOSB))

(Include 2.c, 2.d, 2.e, 2.f, 2.g, 2.h, and 2.i, below).

Notes:

(1) Lines 1.b + 1.c=100% of Line 1.a

(2) Lines 2.a + 2.b = 100% of Line 1.b

(3) Lines 2.c, 2.d, 2.e, 2.f, 2.g, 2.h, and 2.i are calculated against Line 1.b, the total value of overall subcontract dollars.

3 Rev. May 2022

(4) Subcontracts to companies that qualify in multiple categories of SB must be reported under each category. For example: if you are planning to subcontract $100,000 to company ABC, a woman-owned SDB that is also a certified HUBZone SB, you will report $100,000 on line 2.b (SB), 2.c (HUBZone), 2.d (WOSB) and 2.e (SDB). Accordingly, the sum of 2.c through 2.i will not necessarily equate to the value of 2.b.

(5) Designated HUBZone SBs must be certified by the Small Business Administration (SBA).

c. HUBZone SB $ % of 1.b

This number represents total planned subcontract dollars that will be awarded to qualified HUBZone small business concerns certified by SBA. (Included in total for 2.b, above)

d. WOSB $ % of 1.b

This number represents total planned subcontract dollars under that will be awarded to WOSBs.

(Included in total for 2.b, above)

e. SDB $ % of 1.b

This number represents total planned subcontracting dollars that will be awarded to small business concerns owned and controlled by socially and economically disadvantaged individuals (include in this category the planned subcontracting dollars to ANCs and Indian Tribes shown in total for 2.i below).

(Included in total for 2.b, above)

f. VOSB $ % of 1.b

This number represents total planned subcontract dollars that will be awarded to small business concerns owned and controlled by veterans (include in this category the planned subcontracting dollars for SDVOSBs shown in 2.g below). (Included in total for 2.b, above)

g. SDVOSB $ % of 1.b

This number represents total planned subcontract dollars under this contract that will be awarded to subcontractors who are small business concerns owned and controlled by service-disabled veterans.

(Included in totals for 2.b and 2.f, above)

h. AbilityOne $ % of l.b.

This number represents total planned subcontract dollars that will be awarded to AbilityOne associated nonprofit agencies through SourceAmerica and NIB. Per DFARS 219.703, subcontracts awarded to qualified non-profit agencies for the blind or severely disabled may be counted toward the small business subcontracting goal. (Included in total for 2.b, above)

i. Alaskan Native Corporations & Indian Tribes $ % of l.b.

4 Rev. May 2022

This number represents total planned subcontract dollars that will be awarded to ANCs and Indian Tribes and for which the prime contractor has been designated to receive SDB credit. (See FAR 19.703 & FAR 52.219-9) (Included in totals for 2.b and 2.e, above)

3. The following principal products and/or services will be subcontracted under this contract. (See FAR 19.704(a)(3)

a. Products/services planned to be subcontracted to LB concerns (including HBCU/MIs):

Firm subcontract commitments:

Name of Company/Unique Entity ID Products or Services

b. Products/services planned to be subcontracted to SB concerns:

Firm subcontract commitments:

Name of Company/Unique Entity ID Products or Services

c. Products/services planned to be subcontracted to certified HUBZone concerns:

Firm subcontract commitments:

Name of Company/Unique Entity ID Products or Services

d. Products/services planned to be subcontracted to WOSB concerns:

5 Rev. May 2022

Firm subcontract commitments:

Name of Company/Unique Entity ID Products or Services

e. Products/services planned to be subcontracted to SDB concerns:

Firm subcontract commitments:

Name of Company/Unique Entity ID Products or Services

f. Products/services planned to be subcontracted to VOSB concerns:

Firm subcontract commitments:

Name of Company/Unique Entity ID Products or Services

g. Products/services planned to be subcontracted to SDVOSB concerns:

Firm subcontract commitments:

Name of Company/Unique Entity ID Products or Services

h. Products/services planned to be subcontracted to AbilityOne organizations:

Firm subcontract commitments:

6 Rev. May 2022

Name of Organization/Unique Entity ID Products or Services

i. Planned products/services to be subcontracted to ANCs and Indian Tribe businesses (See 2.i above for explanation):

Firm subcontract commitments:

Name of Company/Unique Entity ID Products or Services

4. The following methods were used to develop the above subcontracting goals. Include a statement explaining how the products and services to be subcontracted were established, how the products and services to be subcontracted to SB, SDB, WOSB, HUBZone, VOSB, SDVOSB concerns, AbilityOne program participants, ANCs and Indian Tribes were determined, and how their capabilities were assessed. (See FAR 19.704(a)(4))

5. The following methods were/will be used to identify potential sources for solicitation purposes: (See FAR 19.704(a)(5)) The offeror may rely on the information contained in SAM as an accurate representation of a concern’s size and ownership characteristics for the purposes of maintaining a SB, VOSB, SDVOSB, HUBZone, SDB, and WOSB source list. Use of SAM as a source list does not relieve the offeror of its responsibilities (e.g., outreach, assistance, counseling, or publicizing subcontracting opportunities.

7 Rev. May 2022

6. Indirect and overhead costs have have not been included in the goals specified in 1. and 2. above.

If "have" is checked, explain the method used in determining the proportionate share of indirect costs to be incurred with SBs (including all subcategories delineated above). (See FAR 19.704(a)(6))

7. The following employee will administer the subcontracting program: (See FAR 19.704(a)(7))

NAME:

ADDRESS:

TELEPHONE NO.:

EMAIL:

TITLE:

This individual has general overall responsibility for the company's small business program. This person should have knowledge of the federal small business programs and be knowledgeable about federal procurement practices. If the prime decides to change the person in this position, they must notify the Contracting Officer and the Small Business Professional. The administrator is responsible for the development, preparation and execution of this subcontracting plan, and for monitoring performance relative to contractual subcontracting requirements contained in this plan, including:

a. Developing and maintaining bidders lists of SB, SDB, WOSB, HUBZone SB, VOSB, SDVOSB concerns, AbilityOne program participants, HBCU/MIs, ANCs, and Indian Tribes (hereafter referred to as the small business community) from all possible sources.

b. Counsel and discuss subcontracting opportunities with representatives of the small business community.

c. Ensuring that procurement packages are structured to permit the small business community to participate to the maximum extent possible.

d. Assuring inclusion of the small business community in all solicitations for products or services, which they are capable of providing.

e. Reviewing solicitations to remove statements, clauses, etc., which may tend to restrict or prohibit the small business community participation.

f. Assign each subcontract the NAICS code and corresponding size standard that best describes the principal purpose of the subcontract.

g. Confirm that a subcontractor representing itself as a HUBZone small business concern is certified by SBA as a HUBZone small business concern by SBA in accordance with 52.219-8(d)(2)

h. Provide notice to subcontractors concerning penalties and remedies for misrepresentations of business status as small, veteran-owned small business, HUBZone small, small disadvantaged, or women-owned small business for the purpose of obtaining a subcontract that is to be included as part or all of a goal contained in the subcontracting plan.

i. Ensuring periodic rotation of potential subcontractors on bidders lists.

j. Ensuring that the bid proposal review board documents its reasons for not selecting low bids submitted by the small business community.

8 Rev. May 2022

k. Ensuring the establishment and maintenance of records of solicitations and subcontract award activity.

l. Attending or arranging for attendance of company counselors at Business Opportunity Workshops, Minority Business Enterprise Seminars, Trade Fairs, etc.

m. Conducting or arranging for the motivational training for purchasing personnel pursuant to the intent of P.L. 95-507.

n. Monitoring attainment of proposed goals.

o. Preparing and submitting required periodic subcontracting reports.

p. Coordinating contractor's activities during the conducting of compliance reviews by Federal agencies.

q. Coordinating the conduct of contractor's activities involving its small business subcontracting program.

r. Provide a list of additional duties or Check None☐.

8. The following efforts will be taken to ensure that the small business community will have an equitable opportunity to compete for subcontracts. (See FAR 19.704(a)(8))

a. Outreach efforts will be made by identifying:

- Contacts with minority and small business trade associations.

- Contacts with business development organizations.

- Attendance at small and minority business procurement conference and trade fairs.

b. Sources will be requested from the System for Award Management (SAM) website available at https://www.sam.gov/ on the Internet.

Automated data base sources to be used, other than SAM, will be as follows.

c. The following internal efforts will be made to guide and encourage buyers:

(i) Workshops, seminars and training programs will be conducted.

(ii) Activities will be monitored to evaluate compliance with this subcontracting plan.

(iii) Arrange interviews with the small business community.

d. Describe how your small business database, source lists, guides, and other data will be maintained and utilized by buyers in soliciting subcontracts; e.g., rotation of firms in the data base, keeping data base current and useful.

9. Provide assurances the offeror agrees that the FAR clause 52.219-8 entitled "Utilization of Small Business Concerns " will be included in all subcontracts which offer further subcontracting opportunities, and all subcontractors, except SB concerns, that receive subcontracts in excess of $750,000 ($1,500,000 for construction) will be required to adopt plans that comply with the requirements of the clause at 52.219-9, Small Business Subcontracting Plan. Such plans will be

9 Rev. May 2022 reviewed by comparing them with the provisions of P.L. 95-507 and assuring that all minimum requirements of an acceptable subcontracting plan have been satisfied. The acceptability of percentage goals shall be determined on a case-by-case basis depending on the supplies/services involved, the availability of potential small and small disadvantaged subcontractors, and prior experience. Once approved and implemented, plans will be monitored through the submission of periodic reports, and/or, as time and availability of funds permit, periodic visits to review subcontracting program progress. (See FAR 19.704(a)(9))

10. Provides assurances the offeror will submit such periodic reports and cooperate in any studies or surveys as may be required by the contracting agency or the Small Business Administration in order to determine the extent of compliance by the offeror (contractor) with the subcontracting plan and with FAR clause 52.219-8. (See FAR 19.704(a)(10))

Provide assurances the offeror will:

a. Submit the Individual Subcontract Report (ISR) and the Summary Subcontract Report (SSR) using the Electronic Subcontracting Reporting System (eSRS) at http://www.esrs.gov, following the instructions in the eSRS and FAR Clause 52.219-9.

1st reporting period – Oct 1 through March 31 Submit NLT 30 April 2nd reporting period – Apr 1 through September 30 Submit NLT 30 October

Reports are required when due, regardless of whether there has been any subcontracting activity since the inception of the contract or the previous reporting period. When a Contracting Officer rejects a report, a revised report shall be submitted within 30 days of the notice of report rejection.

A separate “Final” ISR is required at contract completion.

Upon award of the contract, the identity of the individual(s) responsible for acknowledging receipt or rejecting the ISR and the SSR will be provided to the awardee.

b. After November 30, 2017, include subcontracting data for each order when reporting subcontracting achievements for indefinite-delivery, indefinite quantity contracts intended for use by multiple agencies;

c. Ensure that its large business subcontractors with subcontracting plans agree to submit the ISR and/or the SSR using the eSRS;

d. Provide its prime contract number and its unique entity identifier, and the e-mail address of the Government or contractor official responsible for acknowledging or rejecting the reports, to all first-tier large business subcontractors with subcontracting plans so they can enter this information into the eSRS when submitting their ISRs;

e. Require that each large business subcontractor with a subcontracting plan provide the prime contract number and its own unique entity identifier, and the e-mail address of the Government or contractor official responsible for acknowledging or rejecting the reports, to its large business subcontractors with subcontracting plans; and

f. Ensure that the identified Contracting Officer and Small Business Professional assigned to the contract are included on the eSRS email notification distribution for each report.

10 Rev. May 2022

*Note 1: If contract value is $30,000 or more and the solicitation includes FAR Clause 52.204-10, Reporting Executive Compensation and First-Tier Subcontract Awards, ensure additional reporting requirements are met in eSRS in accordance with this clause.

11. The offeror will maintain at least the following types of records to document compliance with this subcontracting plan: (See FAR 19.704(a)(11))

a. Source lists, guides, and other data identifying small business, HUBZone small business, women-owned small business, small disadvantaged business, veteran-owned small business and service-disabled veteran-owned small business.

b. Organizations contacted to locate small business, HUBZone small business, women-owned small business, small disadvantaged business, veteran-owned small business and service-disabled veteran-owned small business.

c. On a contract-by-contract basis, records on all subcontract solicitations over $150,000 and indicating for each solicitation:

(i) whether small business, HUBZone SBs, WOSBs, SDBs, VOSBs and SDVOSBs were solicited, and if not, why not; and

(ii) reason why the award was not made to a small business concern.

(iii) written designations from ANCs or Indian Tribes, in accordance with FAR 19.703, if applicable.

d. Records to support other outreach efforts, e.g., contacts with small business trade associations, business development organizations, and attendance at small business procurement conferences and trade fairs, and frequency of accessing SAM.

e. Maintain records of internal guidance and encouragement to buyers through:

(i) Workshops, seminars, training; and

(ii) Monitoring performance to evaluate compliance with the program’s requirement.

f. On a contract-by-contract basis, records to support award data submitted by the contractor to the Government including the name, address, and business size of each subcontractor.

12. Assurances that the offeror will make a good faith effort to acquire articles, equipment, supplies, services, or materials, or obtain the performance of construction work from the small business concerns that the offeror used in preparing the bid or proposal, in the same or greater scope, amount, and quality used in preparing and submitting the bid or proposal. Responding to a request for a quote does not constitute use in preparing a bid or proposal. An offeror used a small business concern in preparing the bid or proposal if – (See FAR 19.704(a)(12))

a. The offeror identifies the small business concern as a subcontractor in the bid or proposal or associated small business subcontracting plan, to furnish certain supplies or perform a portion of the contract; or

b. The offeror used the small business concern’s pricing or cost information or technical expertise in preparing the bid or proposal, where there is written evidence of an intent or understanding that the small business concern will be awarded a subcontract for the related work if the offeror is awarded the contract.

13. Assurances that the contractor will provide the Contracting Officer with a written explanation if the contractor fails to acquire articles, equipment, supplies, services or materials or obtain the performance of construction work as described in paragraph 12 of this plan. This written explanation will be submitted to the Contracting Officer within 30 days of contract completion.

(See FAR 19.704(a)(13))

11 Rev. May 2022

14. Assurances that the contractor will not prohibit a subcontractor from discussing with the Contracting Officer any material matter pertaining to payment to or utilization of a subcontractor.

(See FAR 19.704(a)(14))

15. Assurances that to offeror will pay its small business subcontractors on time and in accordance with the terms and conditions of the subcontract, and notify the Contracting Officer if the offeror pays a reduced or an untimely payment to a small business subcontractor (see 52.242-5). (See FAR 19.704(a)(15))

*****END OF PLAN*****

The original copy of this plan will be included in the file and made a material part of the contract.

Copy to:

Small Business Professional SBA Procurement Center Representative

BASE ITEM AND OPTION ITEMS SUBCONTRACTING GOALS

SOLICITATION N62742-25-R-1319

13 Rev. May 2022

Base Item Option Item No.1 Option Item No.2 Option Item No.3 Total

1.a Total Contract $ ___________ $ ___________ $ ___________ $ ___________ $ ___________

1.b Total Subcontracted $ ___________ $ ___________ $ ___________ $ ___________ $ ___________

(% of Line 1.a) % __________ % __________ % __________ % __________ % __________

1.c Total Prime $ ___________ $ ___________ $ ___________ $ ___________ $ ___________

(% of Line 1.a) % __________ % __________ % __________ % __________ % __________

2.a To LB $ ___________ $ ___________ $ ___________ $ ___________ $ ___________

(% of Line 1.b) % __________ % __________ % __________ % __________ % __________

2.b To SB $ ___________ $ ___________ $ ___________ $ ___________ $ ___________

(% of Line 1.b) % __________ % __________ % __________ % __________ % __________

2.c To HUBZone SB $ ___________ $ ___________ $ ___________ $ ___________ $ ___________

(% of Line 1.b) % __________ % __________ % __________ % __________ % __________

2.d To WOSB $ ___________ $ ___________ $ ___________ $ ___________ $ ___________

(% of Line 1.b) % __________ % __________ % __________ % __________ % __________

2.e To SDB $ ___________ $ ___________ $ ___________ $ ___________ $ ___________

(% of Line 1.b) % __________ % __________ % __________ % __________ % __________

2.f To VOSB $ ___________ $ ___________ $ ___________ $ ___________ $ ___________

(% of Line 1.b) % __________ % __________ % __________ % __________ % __________

2.g To SDVOSB $ ___________ $ ___________ $ ___________ $ ___________ $ ___________

(% of Line 1.b) % __________ % __________ % __________ % __________ % __________

2.h To AbilityOne $___________ $___________ $___________ $___________ $___________

(% of Line 1.b) %___________ %___________ %___________ %___________ $___________

2.i To ANCs/Indian Tribes

(% of Line 1.b) %___________ %___________ %___________ %___________ %___________

Attachment 1

FY21 MCON PROJECT P-649 GUAM JOINT COMMUNICATIONS UPGRADE 1614533

SECTION 05 50 13

MISCELLANEOUS METAL FABRICATIONS

05/17

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.

ALUMINUM ASSOCIATION (AA)

AA DAF45 (2003; Reaffirmed 2009) Designation System for Aluminum Finishes

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 318 (2014; Errata 1-2 2014; Errata 3-5 2015;

Errata 6 2016; Errata 7-9 2017) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 303 (2016) Code of Standard Practice for Steel Buildings and Bridges

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B18.2.1 (2012; Errata 2013) Square and Hex Bolts and Screws (Inch Series)

ASME B18.2.2 (2015) Nuts for General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

ASME B18.6.2 (1998; R 2010) Slotted Head Cap Screws, Square Head Set Screws, and Slotted Headless Set Screws: Inch Series

ASME B18.6.3 (2013; R 2017) Machine Screws, Tapping Screws, and Machine Drive Screws (Inch Series)

ASME B18.21.1 (2009; R 2016) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)

ASME B18.21.2M (1999; R 2014) Lock Washers (Metric Series)

SECTION 05 50 13 Page 1

05 50 13 MISCELLANEOUS METAL FABRICATIONS, dated February 3, 2025

ASME B18.22M (1981; R 2017) Metric Plain Washers

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.3 (2013) Safety Requirements for Powder-Actuated Fastening Systems American National Standard for Construction and Demolition Operations

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A29/A29M (2016) Standard Specification for General Requirements for Steel Bars, Carbon and Alloy, Hot-Wrought

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A47/A47M (1999; R 2022; E 2022) Standard Specification for Ferritic Malleable Iron Castings

ASTM A48/A48M (2003; R 2021) Standard Specification for Gray Iron Castings

ASTM A53/A53M (2022) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A108 (2013) Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2023) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A283/A283M (2013) Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates

ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A467/A467M (2007; R 2012) Standard Specification for Machine Coil Chain

ASTM A475 (2003; R 2014) Standard Specification for Zinc-Coated Steel Wire Strand

SECTION 05 50 13 Page 2

ASTM A500/A500M (2018) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A653/A653M (2022) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A786/A786M (2015a) Standard Specification for Hot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy Steel Floor Plates

ASTM A924/A924M (2018) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM B26/B26M (2014; E 2015) Standard Specification for Aluminum-Alloy Sand Castings

ASTM B108/B108M (2019) Standard Specification for Aluminum-Alloy Permanent Mold Castings

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B209M (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)

ASTM B221 (2021) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B221M (2013) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM C1513 (2018) Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections

ASTM D1187/D1187M (1997; E 2011; R 2011) Asphalt-Base Emulsions for Use as Protective Coatings for Metal

ASTM E488/E488M (2015) Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements

ASTM F1554 (2018) Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

SECTION 05 50 13 Page 3

MASTER PAINTERS INSTITUTE (MPI)

MPI 79 (2012) Primer, Alkyd, Anti-Corrosive for Metal

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM MBG 531 (2017) Metal Bar Grating Manual

NAAMM MBG 532 (2009) Heavy Duty Metal Bar Grating Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 211 (2019) Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appliances

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 3 (1982; E 2004) Power Tool Cleaning

SSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

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

29 CFR 1910.23 (Nov 2016) Ladders

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. 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

Security Grille, Fabrication Drawings; G

Access Hatch and Frames, Installation Drawings; G

Expansion Joint Covers, Installation Drawings; G

Floor Gratings, Installation Drawings; G

Roof Catwalk System, Installation Drawings; G

Bollards/Pipe Guards; G

Embedded Angles and Plates, Installation Drawings; G

Floor Hatches, Installation Drawings; G

Hatch Safety Railing System, Installation Drawings; G

SECTION 05 50 13 Page 4

SD-03 Product Data

Access Hatch and Frames; G

Expansion Joint Covers; G

Floor Gratings; G

Roof Catwalk System; G

Floor Hatches; G

Hatch Safety Railing System; G

Each Downspout Terminations Type; G

Safety Nosings; G

Bike Racks; G

Recycled Content; S

SD-04 Samples

Expansion Joint Covers

SD-07 Certificates

Certificates of Compliance; G

Certified Mill Test Reports for Chemistry and Mechanical Properties; G

1.3 QUALIFICATION OF WELDERS

Qualify welders in accordance with AWS D1.1/D1.1M . Use procedures, materials, and equipment of the type required for the work.

1.4 DELIVERY, STORAGE, AND PROTECTION

Protect from corrosion, deformation, and other types of damage. Store items in an enclosed area free from contact with soil and weather. Remove and replace damaged items with new items.

1.5 MISCELLANEOUS REQUIREMENTS

1.5.1 Fabrication Drawings

Submit fabrication drawings showing layout(s), connections to structural system, and anchoring details as specified in AISC 303 .

1.5.2 Installation Drawings

Submit templates, erection, and installation drawings indicating thickness, type, grade, class of metal, and dimensions. Show construction details, reinforcement, anchorage, and installation in relation to the building construction.

SECTION 05 50 13 Page 5

PART 2 PRODUCTS

2.1 RECYCLED CONTENT

Provide products with recycled content. Provide certificates of compliance for recycled content.

2.2 MATERIALS

Provide exposed fastenings of compatible materials (avoid contact of dissimilar metals). Coordinate color and finish with the material to which fastenings are applied. Submit the manufacturer's certified mill reports which clearly show the applicable ASTM mechanical and chemical requirements together with the actual test results for the supplied materials.

2.2.1 Structural Carbon Steel

Provide in accordance with ASTM A36/A36M.

2.2.2 Structural Tubing

Provide in accordance with ASTM A500/A500M .

2.2.3 Steel Pipe

Provide in accordance with ASTM A53/A53M, Type E or S, Grade B.

2.2.4 Fittings for Steel Pipe

Provide standard malleable iron fittings in accordance with ASTM A47/A47M.

2.2.5 Gratings

a. Provide stainless steel in accordance with ASTM A48/A48M, Class 40.

c. Provide Type 316 stainless steel bar type grating in accordance with

NAAMM MBG 531.

2.2.6 Floor Plates, Patterned

Provide floor plate in accordance with ASTM A786/A786M . Provide aluminum plate not less than 1/4 inch thick.

2.2.7 Anchor Bolts

Provide in accordance with ASTM F1554. Where exposed, provide anchor bolts of the same material, color, and finish as the metal to which they are applied.

2.2.7.1 Expansion Anchors

Provide 5/8in. diameter expansion anchors. Minimum concrete embedment of 4 inches. Design values listed are as tested in accordance with

ASTM E488/E488M .

a. Provide minimum pullout value of 4,000lb. Calculate pullout capacity according to ACI 318 .

SECTION 05 50 13 Page 6

b. Provide minimum tensile strength of 106 ksi. Calculate tensile capacity according to ACI 318 .

2.2.7.2 Lag Screws and Bolts

Provide in accordance with ASME B18.2.1 , type and grade best suited for the purpose.

2.2.7.3 Toggle Bolts

Provide in accordance with ASME B18.2.1 .

2.2.7.4 Bolts, Nuts, Studs and Rivets

Provide in accordance with ASME B18.2.2 or ASTM A307.

2.2.7.5 Powder Actuated Fasteners

Follow safety provisions in accordance with ASSP A10.3 .

2.2.7.6 Screws

Provide in accordance with ASME B18.2.1 , ASME B18.6.2 , ASME B18.6.3 and

ASTM C1513.

2.2.7.7 Washers

Provide plain washers in accordance with ASME B18.22M, ASME B18.21.1 .

Provide beveled washers for American Standard beams and channels, square or rectangular, tapered in thickness, and smooth. Provide lock washers in accordance with ASME B18.21.2M , ASME B18.21.1 .

2.2.8 Aluminum Alloy Products

Provide in accordance with ASTM B209M, ASTM B209 for sheet plate, ASTM B221M, ASTM B221M, ASTM B221 for extrusions and ASTM B26/B26M or ASTM B108/B108M for castings. Provide aluminum extrusions at least 1/8 inch thick and aluminum plate or sheet at least 0.050 inch thick.

2.2.9 Expanded Metal Lath

ASTM F1267, Type 316 stainless steel, Type II (expanded and flattened), 1-1/2 #9 flattened.

2.2.10 Stainless Steel Sheet, Strip, and Plate

Type 316 stainless steel. Provide in accordance with ASTM A240/A240M .

2.2.11 Stainless Steel Bars and Shapes

Type 316 stainless steel. Provide in accordance with ASTM A276/A276M .

2.3 FABRICATION FINISHES

2.3.1 Galvanizing

Hot-dip galvanize items specified to be zinc-coated, after fabrication where practicable. Provide galvanizing in accordance with ASTM A123/A123M , SECTION 05 50 13 Page 7

ASTM A153/A153M , ASTM A653/A653M or ASTM A924/A924M , Z275 G90.

2.3.2 Galvanize

Anchor bolts, grating fasteners, washers, and parts or devices necessary for proper installation, unless indicated otherwise.

2.3.3 Shop Cleaning and Painting

2.3.3.1 Surface Preparation

Blast clean surfaces in accordance with SSPC SP 6/NACE No.3 . Surfaces that will be exposed in spaces above ceiling or in attic spaces, crawl spaces, furred spaces, and chases may be cleaned in accordance with SSPC SP 3 in lieu of being blast cleaned. Wash cleaned surfaces which become contaminated with rust, dirt, oil, grease, or other contaminants with solvents until thoroughly clean. Steel to be embedded in concrete must be free of dirt and grease prior to embed. Do not paint or galvanize bearing surfaces, including contact surfaces within slip critical joints.

Shop coat these surfaces with rust prevention.

2.3.3.2 Pretreatment, Priming and Painting

Apply pre-treatment, primer, and paint in accordance with manufacturer's printed instructions. On surfaces concealed in the finished construction or not accessible for finish painting, apply an additional prime coat to a minimum dry film thickness of 1.0 mil. Tint additional prime coat with a small amount of tinting pigment.

2.3.4 Nonferrous Metal Surfaces

Protect by plating, anodic, or organic coatings.

2.3.5 Aluminum Surfaces

2.3.5.1 Surface Condition

Before finishes are applied, remove roll marks, scratches, rolled-in scratches, kinks, stains, pits, orange peel, die marks, structural streaks, and other defects which will affect uniform appearance of finished surfaces.

2.3.5.2 Aluminum Finishes

Unexposed sheet, plate and extrusions may have mill finish as fabricated.

Sandblast castings' finish, medium, AA DAF45. Unless otherwise specified, provide all other aluminum items with a anodized finish. Provide a coating thickness not less than that specified for protective and decorative type finishes for items used in interior locations or architectural Class I type finish for items used in exterior locations.

Provide in accordance with AA DAF45. Provide a polished satin finish on items to be anodized.

2.4 ACCESS HATCH AND FRAMES

Fabricate access hatch of 1/4 inch thick aluminum sheet weighing not more than 100 pounds per plate with a selected raised diamond tread pattern with nonslip top surface. Miter and weld all corners. Provide flush drop handles for removal where indicated; form from 1/4 inch round stock.

SECTION 05 50 13 Page 8

Remove sharp edges and burrs from cover plates and exposed edges of frames. Weld all connections and grind top surface smooth. Weld bar stops every six inches. Provide 1/8 inch clearance at edges and between cover plates.

2.5 EXPANSION JOINT COVERS

Provide expansion joint covers constructed of extruded aluminum with anodized satin aluminum finish for walls and ceilings and standard mill finish for floor covers and exterior covers. Furnish plates, backup angles, expansion filler strips and anchors as indicated.

2.6 FLOOR GRATINGS AND ROOFCATWALK SYSTEM

Design steel grating in accordance with NAAMM MBG 531 for bar type gratings, or in accordance with manufacturer's charts for plank grating.

Galvanize steel floor gratings.

a. Design floor gratings to support a stress live load for the spans indicated, with maximum deflection of L/240.

b. In accordance with NAAMM MBG 531, band edges of grating with bars of the same size as the bearing bars. Weld banding in accordance with the manufacturer's standard for trim unless otherwise indicated.

Design tops of bearing bars, cross or intermediate bars to be in the same plane and to match grating finish.

b. NAAMM MBG 531, band ends of gratings with bars of the same or greater thickness than the metal used for grating. Weld banding bars to bearing bars or channels at least every fourth bar or channel and in every corner. Tack weld intervening bars or channels. Band diagonal or round cuts by welding bars of the same or greater thickness as the grating and in accordance with the manufacturer's standard for trim unless otherwise indicated.

c. Attach grating in accordance with manufacturer's roof attachment system.

d. Provide slip resistant surface finishes.

e. Roof catwalk system: Minimum 4 feet 1 inch wide, 0.050 inch thick aluminum, ASTM B209, clear anodized diamond plated with slip resistant surface. Furnish all brackets, connectors and other accessories.

Support at minimum 5 foot intervals in accordance with manufacturer's instructions.

2.7 BOLLARDS/PIPE GUARDS

Provide galvanizedextra strong weight steel pipe in accordance with ASTM A53/A53M. Anchor posts in concrete as indicated and fill solidly with concrete with minimum compressive strength of 2500 psi.

2.8 DOWNSPOUT TERMINATIONS

Providegalvanized cast iron downspout boot with cleanout access with neoprene gasket and manufacturer's standard cast iron strap. Size as indicated. Downspout boots shall be factory primed with rust inhibiting primer.

SECTION 05 50 13 Page 9

2.9 MISCELLANEOUS PLATES AND SHAPES

Provide items that do not form a part of the structural steel framework, such as lintels, sill angles, miscellaneous mountings and frames. Provide lintels fabricated from structural steel shapes over openings in masonry walls and partitions as indicated and as required to support wall loads over openings.

Provide angles and plates in accordance with ASTM A36/A36M, for embedment as indicated. Galvanize embedded items exposed to the elements in accordance with ASTM A123/A123M .

2.10 SECURITY GRILLE

Fabricate of channel frames with not less than two masonry anchors at each jamb and 1/2 inch hardened steel bars spaced not over 4 inches both ways and welded to frame. Provide 18 by 16 mesh screen and two layers of 1/4 inch hardware cloth clamped to frame.

2.11 FLOOR HATCHES

Provide aluminum sheets not less than 14 gauge with 3 inch beaded flange, welded and ground at corners. Provide a minimum clear opening of 30 by 36 inches. Insulate cover and curb with one inch thick rigid fiberboard insulation, covered and protected by aluminum sheet of not less than 26 gage. Provide with 12 inches high curb, formed with 3 inch mounting flanges with holes for securing to the roof deck.

2.12 SAFETY NOSINGS FOR CONCRETE STAIR TREADS

Provide safety nosings of cast aluminum with cross-hatched abrasive-surfaces or extruded aluminum with abrasive inserts. Nosings to be at least 4 inches wide and 1/4 inch thick and terminating at not more than 6 inches from ends of treads for stairs and as indicated for platforms and landings. Provide safety nosings with anchors embedded a minimum of 3/4 inch in the concrete and with tops flush with the top of the traffic surface.

2.13 BIKE RACKS

Provide Type 304 stainless steel, 2 inch Schedule 40 pipe with satin finish for below grade cast-in-place mounting. Provide profile as indicated for minimum 2 bikes per rack.

2.14 GUY CABLES

Provide guy cables as pre-stretched, galvanized wire rope of sizes indicated. Provide wire rope in accordance with ASTM A475, high strength grade with Class A coating. Guys must have a factory attached clevis top-end fitting, a factory attached open-bridge strand socket bottom-end fitting, and must be complete with oval eye, threaded anchor rods.

Provide hot-dip galvanized fittings and accessories.

2.15 HATCH SAFETY RAILING SYSTEM

Provide floor hatch manufacturer's standard aluminum safety railing system including, rails, fasteners, swing gate at railing opening, and accessories required for complete installation in accordance with 29 CFR

1910.23. Posts and rails must be 1-1/2 inch…