W912PP25R0006 Small Arms Storage Facility KAFB - AM 0002.pdf

Offers 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 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 your 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

CHECK ONE 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

W912PP

Design Bid Build, Small Arms Facility, Kirtland Air Force Base, Bernalillo County, New Mexico.

1.This is Amendment No. 0002 to Solicitation No. W912PP25R0006. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

2. Block 13a of the SF 1442 is hereby changed to 06 March 2025. Time remains unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

See Item 6

J

W912PP25R0006

1 2

02/19/2025

01/22/2025

W912PP25R0006

AMENDMENT No. 0002

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

00 21 00 INSTRUCTIONS, Page 12 of 126 00 21 00 INSTRUCTIONS, Page 12 of 126

00 21 00 INSTRUCTIONS, Page 20 of 126 00 21 00 INSTRUCTIONS, Page 20 of 126

00 21 00 INSTRUCTIONS, Page 22 of 126 00 21 00 INSTRUCTIONS, Page 22 of 126

00 21 00 INSTRUCTIONS, Pages 28-29 of

00 21 00 INSTRUCTIONS, Pages 28-29 of

00 45 00 REPRESENTATIONS AND

CERTIFICATIONS, Page 48 of 126

00 45 00 REPRESENTATIONS AND

CERTIFICATIONS, Page 48 of 126

00 45 00 REPRESENTATIONS AND

CERTIFICATIONS, Clause 52.204-8

ANNUAL REPRESENTATIONS AND

CERTIFICATIONS (MAY 2024)

00 45 00 REPRESENTATIONS AND

CERTIFICATIONS, Clause 52.204-8

ANNUAL REPRESENTATIONS AND

CERTIFICATIONS (MAY 2024)

00 45 00 REPRESENTATIONS AND

CERTIFICATIONS, Clause 52.204-26

COVERED TELECOMMUNICATIONS EQUIPMENT

OR SERVICES--REPRESENTATION (OCT

2020)

00 50 00 CONTRACTING FORMS AND

SUPPLEMENTS, Pages 71-77 of 126

00 50 00 CONTRACTING FORMS AND

SUPPLEMENTS, Pages 71-77 of 126

00 70 00 CONDITIONS OF THE CONTRACT,

00 70 00 CONDITIONS OF THE CONTRACT,

3. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision:

Delete Page Insert Page

AMENDMENT No. 0002

Page 2a of 2

S-001 FOUNDATION AND GENERAL

STRUCTURAL NOTES

S-001.1 FOUNDATION AND GENERAL

STRUCTURAL NOTES

S-301 FOUNDATION SECTIONS S-301.1 FOUNDATION SECTIONS

////////LAST ITEM////////

28_---------_------ 6 Mar 2025

Section 00 21 00 - Instructions

CLAUSES INCORPORATED BY REFERENCE

52.204-7 52.204-16 52.204-22 52.214-34 52.214-35 52.215-1 52.215-20

52.215-22

52.217-5 52.222-5

52.225-10

52.225-12

252.204-7009

252.204-7019 252.215-7008 252.215-7013

System for Award Management Commercial and Government Entity Code Reporting Alternative Line Item Proposal Submission Of Offers In The English Language Submission Of Offers In U.S. Currency Instructions to Offerors--Competitive Acquisition Requirements for Certified Cost or Pricing Data and Data Other Than Certified Cost or Pricing Data Limitations on Pass-Through Charges--ldentification of Subcontract Effort

NOV 2024

AUG 2020

JAN 2017

APR 1991

APR 1991

NOV 2021

NOV 2021

OCT 2009

Evaluation Of Options JUL 1990 Construction Wage Rate Requirements--Secondary Site oftheMAY 2014 Work Notice of Buy American Requirement--Construction Materials Notice of Buy American Requirement - Construction Materials Under Trade Agreements Limitations on the Use or Disclosure of Third-Party Contractor Reported Cyber Incident Information Notice ofNIST SP 800-171 DoD Assessment Requirements Only One Offer Supplies and Services Provided by Nontraditional Defense Contractors

MAY2014

MAY2014

JAN 2023

NOV 2023

DEC 2022

JAN 2023

CLAUSES INCORPORATED BY FULL TEXT

W912PP25R0006

52.211-2 AVAILABILITY OF DEFENSE SPECIFICATIONS, STANDARDS, AND DATA ITEM

DESCRIPTIONS IN THE ACQUISITION STREAMLINING AND STANDARDIZATION

INFORMATION SYSTEM (ASSIST) WEBSITE (SEP 2023)

(a) Most unclassified Defense specifications and standards may be downloaded from the ASSIST website at https://assist.dla.mil.

(b) Defense documents not available from ASSIST may be requested from the Defense Standardization Program Office by--

(1) Using the ASSIST feedback module (https://assist.dla.mil/feedback); or

(2) Contacting the Defense Standardization Program Office by telephone at 571-767-6888 or email at assisthelp@dla.mil.

(End of provision)

17 inches shall be used. Each 11 x 17 page shall count as one (1) single page toward the page count.

2.3 The following volumes of material shall be submitted:

Volume/Title Electronic Copies Page limit

Volume 1: Technical Proposal One (1) 40

Volume 2: Price Proposal One (1) N/A

Volume Tab Title Digital Maximum Rating Copies Pages

1 A Factor 1: Past 1 15 Acceptable/Unacceptable Performance

1 B Factor 2: 1 15 Acceptable/Unacceptable Management Approach

1 C Factor 3: 1 10 Acceptable/Unacceptable Key Personnel

2 Factor 4: 1 N/A Not Rated Cost/Price

2 A Solicitation, Offer 1 N/A Not Rated and Award Documents, and Certifications I Representations

2 B Proposal 1 N/A Not Rated Schedule

2 C Bid Guarantee 1 N/A Not Rated (Bid Bond)

2 D Financials and 1 N/A Not Rated Financial Standing Questionnaire

------------- twenty five (25) ten (10)

52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (MAY 2024)

(a)(1) The North American Industry Classification System (NAICS) code for this acquisition is 236220.

(2) The small business size standard is $45,000,000.

(3) The small business size standard for a concern that submits an o er, other than on a construction or service acquisition, but proposes to furnish an end item that it did not itself manufacture, process, or produce is 500 employees, or 150 employees for information technology value-added resellers under NAICS code 541519, if the acquisition--

(i) Is set aside for small business and has a value above the simplified acquisition threshold;

(ii) Uses the HUBZone price evaluation preference regardless of dollar value, unless the o eror waives the price evaluation preference; or

(iii) Is an 8(a), HUBZone, service-disabled veteran-owned, economically disadvantaged women-owned, or women-owned small business set-aside or sole-source award regardless of dollar value.

(b)(1) If the provision at 52.204-7, System for Award Management, is included in this solicitation, paragraph (d) of this provision applies.

(2) If the provision at 52.204-7, System for Award Management, is not included in this solicitation, and the O eror has an active registration in the System for Award Management (SAM), the O eror may choose to use paragraph (d) of this provision instead of completing the corresponding individual representations and certifications in the solicitation. The O eror shall indicate which option applies by checking one of the following boxes:

[ ] Paragraph (d) applies.

[ ] Paragraph (d) does not apply and the o eror has completed the individual representations and certifications in the solicitation.

(c) (1) The following representations or certifications in SAM are applicable to this solicitation as indicated:

(i) 52.203-2, Certificate of Independent Price Determination. This provision applies to solicitations when a firm-fixed-price contract or fixed-price contract with economic price adjustment is contemplated, unless—

(A) The acquisition is to be made under the simplified acquisition procedures in Part 13;

(B) The solicitation is a request for technical proposals under two-step sealed bidding procedures;

or

(C) The solicitation is for utility services for which rates are set by law or regulation.

(ii) 52.203-11, Certification and Disclosure Regarding Payments to Influence Certain Federal Transactions. This provision applies to solicitations expected to exceed $150,000.

(iii) 52.203-18, Prohibition on Contracting with Entities that Require Certain Internal Confidentiality Agreements or Statements--Representation. This provision applies to all solicitations.

(iv) 52.204-3, Taxpayer Identification. This provision applies to solicitations that do not include the provision at 52.204-7, System for Award Management.

(v) 52.204-5, Women-Owned Business (Other Than Small Business). This provision applies to solicitations that—

(A) Are not set aside for small business concerns;

(B) Exceed the simplified acquisition threshold; and

(C) Are for contracts that will be performed in the United States or its outlying areas.

(vi) 52.204-26, Covered Telecommunications Equipment or Services--Representation. This provision applies to all solicitations.

(vii) 52.209-2, Prohibition on Contracting with Inverted Domestic Corporations--Representation.

(viii) 52.209-5, Certification Regarding Responsibility Matters. This provision applies to solicitations where the contract value is expected to exceed the simplified acquisition threshold.

(ix) 52.209-11, Representation by Corporations Regarding Delinquent Tax Liability or a Felony Conviction under any Federal Law. This provision applies to all solicitations.

(x) 52.214-14, Place of Performance--Sealed Bidding. This provision applies to invitations for bids except those in which the place of performance is specified by the Government.

(xi) 52.215-6, Place of Performance. This provision applies to solicitations unless the place of performance is specified by the Government.

(xii) 52.219-1, Small Business Program Representations (Basic, Alternates I, and II). This provision applies to solicitations when the contract is for supplies to be delivered or services to be performed in the United States or its outlying areas, or when the contracting o icer has applied part 19 in accordance with 19.000(b)(1)(ii).

(A) The basic provision applies when the solicitations are issued by other than DoD, NASA, and the Coast Guard.

(B) The provision with its Alternate I applies to solicitations issued by DoD, NASA, or the Coast Guard.

(C) The provision with its Alternate II applies to solicitations that will result in a multiple-award contract with more than one NAICS code assigned.

(xiii) 52.219-2, Equal Low Bids. This provision applies to solicitations when contracting by sealed bidding and the contract is for supplies to be delivered or services to be performed in the United States or its outlying areas, or when the contracting o icer has applied part 19 in accordance with 19.000(b)(1)(ii).

(xiv) 52.222-22, Previous Contracts and Compliance Reports. This provision applies to solicitations that include the clause at 52.222-26, Equal Opportunity.

(xv) 52.222-25, A irmative Action Compliance. This provision applies to solicitations, other than those for construction, when the solicitation includes the clause at 52.222-26, Equal Opportunity.

(xvi) 52.222-38, Compliance with Veterans' Employment Reporting Requirements. This provision applies to solicitations when it is anticipated the contract award will exceed the simplified acquisition threshold and the contract is not for acquisition of commercial products or commercial services.

(xvii) 52.223-1, Biobased Product Certification. This provision applies to solicitations that require the delivery or specify the use of biobased products in USDA-designated product categories; or include the clause at 52.223-2, Reporting of Biobased Products Under Service and Construction Contracts.

(xviii) 52.223-4, Recovered Material Certification. This provision applies to solicitations that are for, or specify the use of, EPA- designated items.

(xix) 52.223-22, Public Disclosure of Greenhouse Gas Emissions and Reduction Goals-- Representation. This provision applies to solicitations that include the clause at 52.204-7.

(xx) 52.225-2, Buy American Certificate. This provision applies to solicitations containing the clause at 52.225-1.

(xxi) 52.225-4, Buy American-Free Trade Agreements-Israeli Trade Act Certificate. (Basic, Alternates II and III.) This provision applies to solicitations containing the clause at 52.225-3.

(A) If the acquisition value is less than $50,000, the basic provision applies.

(B) If the acquisition value is $50,000 or more but is less than $100,000, the provision with its Alternate II applies.

(C) If the acquisition value is $100,000 or more but is less than $102,280, the provision with its Alternate III applies.

(xxii) 52.225-6, Trade Agreements Certificate. This provision applies to solicitations containing the clause at 52.225-5.

(xxiii) 52.225-20, Prohibition on Conducting Restricted Business Operations in Sudan-- Certification. This provision applies to all solicitations.

(xxiv) 52.225-25, Prohibition on Contracting with Entities Engaging in Certain Activities or Transactions Relating to Iran—Representation and Certification. This provision applies to all solicitations.

(xxv) 52.226-2, Historically Black College or University and Minority Institution Representation. This provision applies to solicitations for research, studies, supplies, or services of the type normally acquired from higher educational institutions.

(2) The following representations or certifications are applicable as indicated by the Contracting O icer:

[Contracting O icer check as appropriate.]

X (i) 52.204-17, Ownership or Control of O eror.

X (ii) 52.204-20, Predecessor of O eror.

(iii) 52.222-18, Certification Regarding Knowledge of Child Labor for Listed End Products.

(iv) 52.222-48, Exemption from Application of the Service Contract Labor Standards to Contracts for Maintenance, Calibration, or Repair of Certain Equipment--Certification.

(v) 52.222-52 Exemption from Application of the Service Contract Labor Standards to Contracts for Certain Services--Certification.

(vi) 52.227-6, Royalty Information.

(A) Basic.

(B) Alternate I.

(vii) 52.227-15, Representation of Limited Rights Data and Restricted Computer Software.

(d) The O eror has completed the annual representations and certifications electronically in SAM accessed through https://www.sam.gov. After reviewing the SAM information, the O eror verifies by submission of the o er that the representations and certifications currently posted electronically that apply to this solicitation as indicated in paragraph (c) of this provision have been entered or updated within the last 12 months, are current, accurate, complete, and applicable to this solicitation (including the business size standard applicable to the NAICS code referenced for this solicitation), as of the date of this o er and are incorporated in this o er by reference (see FAR

4.1201); except for the changes identified below [ o eror to insert changes, identifying change by clause number, title, date]. These amended representation(s) and/or certification(s) are also incorporated in this o er and are current, accurate, and complete as of the date of this o er.

FAR Clause Title Date Change

Any changes provided by the o eror are applicable to this solicitation only, and do not result in an update to the representations and certifications posted on SAM.

SECTION 00 45 00 - REPRESENTATIONS AND CERTIFICATIONS

The following have been added by full text:

52.204-26 COVERED TELECOMMUNICATIONS EQUIPMENT OR SERVICES--REPRESENTATION (OCT

2020)

(a) Definitions. As used in this provision, “covered telecommunications equipment or services” and "reasonable inquiry" have the meaning provided in the clause 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

(b) Procedures. The Offeror shall review the list of excluded parties in the System for Award Management (SAM) (https://www.sam.gov) for entities excluded from receiving federal awards for “covered telecommunications equipment or services”.

(c) Representations.

(1) The Offeror represents that it [ ___ ] does, [ ___ ] does not provide covered telecommunications equipment or services as a part of its offered products or services to the Government in the performance of any contract, subcontract, or other contractual instrument.

(2) After conducting a reasonable inquiry for purposes of this representation, the offeror represents that it [ ___ ] does, [ ___ ] does not use covered telecommunications equipment or services, or any equipment, system, or service that uses covered telecommunications equipment or services.

"General Decision Number: NM20250044 02/07/2025

Superseded General Decision Number: NM20240044

State: New Mexico

Construction Type: Building BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

County: Bernalillo County in New Mexico.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.75 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2025. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $13.30 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2025. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2025 1 02/07/2025

ASBE0076-008 01/01/2023

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 35.76 11.73

CARP1505-001 06/01/2018

Rates Fringes

CARPENTER (Includes Drywall Finishing/Taping, Drywall Hanging, and Metal Stud Installation (Excludes Form Work))...........................$ 24.08 10.79

ELEC0611-022 01/01/2024

Rates Fringes

ELECTRICIAN......................$ 38.30 12.98

ELEV0131-002 01/01/2024

Rates Fringes

ELEVATOR MECHANIC................$ 51.09 37.885+a+b

PAID HOLIDAYS:

a. New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving, and Christmas Day.

b. Employer contributes 8% of regular hourly rate to vacation pay credit for employee who has worked in business more than 5 years; 6% for less than 5 years' service.

IRON0495-002 01/01/2023

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 28.05 18.11

* LABO0016-002 06/01/2024

Rates Fringes

LABORER (Mason Tender - Cement/Concrete).................$ 23.69 7.89

PLAS0254-001 01/01/2024

Rates Fringes

PLASTERER........................$ 24.31 11.19

PLUM0412-014 01/02/2024

Rates Fringes

PIPEFITTER.......................$ 40.74 15.35

PLUMBER (Includes HVAC Pipe Installation)....................$ 40.74 15.35

SFNM0669-001 04/01/2021

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 32.67 23.21

SHEE0049-004 01/01/2024

Rates Fringes

Sheet Metal Worker (Including HVAC Duct and Unit Installation)....................$ 37.50 18.51

* SUNM2016-001 09/26/2018

Rates Fringes

CARPENTER (Form Work Only).......$ 20.41 6.25

Page74 of 126

CEMENT MASON/CONCRETE FINISHER...$ 18.59 7.45

GLAZIER..........................$ 20.15 3.48

LABORER: Common or General......$ 15.70 ** 4.86

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 25.97 5.15

PAINTER (Brush and Roller).......$ 16.51 ** 2.14

PAINTER: Spray..................$ 16.51 ** 2.14

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.75) or 13658 ($13.30). Please see the Note at the top of the wage determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination

On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD-Office@dol.gov or by mail to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210.

END OF GENERAL DECISION"

SLAB JOINT

ISOLATION JOINT AT

PEDESTAL

SLAB ISOLATION

JOINT

STEEL COLUMN,

TAPERED RIGID

FRAME COLUMN

BY MFR.

SLAB ISOLATION

JOINT

(2) #4 x 4'-0"

REENTRANT

CORNER

TYP.

(2) #4 x 4'-0"

SLAB C.J.

SLAB C.J.

(2) #4 x 4'-0"

SLAB C.J.

SLAB C.J.

NOTE: THIS DETAIL SHALL BE LIMITED

TO 1'-0" ∅ PENETRATIONS U.N.O.

OPENING REINF TO MATCH SIZE

AND NUMBER OF LAYERS OF

WALL

OR SLAB REINF, TYP.

REGULAR SLAB OR WALL

REINF TYP

RECTANGULAR, SQUARE OR

ROUND

PENETRATION

6" TYP

1. APPLICABLE CODES:

A. UFC 1-200-01, DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), CHANGE 1, 01 OCT

B. KIRTLAND AIR FORCE BASE INSTALLATION FACILITIES STANDARD (IFS), DATED 17 AUG 2021.

C. UFC 3-301-01, STRUCTURAL ENGINEERING, 11 APR 2023

D. INTERNATIONAL BUILDING CODE, IBC 2021

E. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

F. AISC 360-16 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDING

G. AISI S100, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS, 2016

H. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

I. ASTM A36, CARBON STRUCTURAL STEEL, 2019

J. ASTM A307, CARBON STEEL BOLTS, STUDS AND THREADED ROD 60,000PSI TENSILE STRENGTH, K. ASTM A325, STRUCTURAL BOLTS, STEEL, HEAT TREATED, 120/105 KSI MINIMUM TENSILE

STRENGTH, 2014

L. ASTM A500, COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN

ROUNDS AND SHAPES, 2020

M. ASTM A615, DEFORMED AND PLAIN CARBON-STEEL BARS IN CONCRETE REINFORCEMENT, 2020

2. DESIGN LOADS (UFC 3-301-01, 11 APRIL 2023):

A. ROOF LIVE LOAD: --------------------------------- 20 PSF (NON-REDUCEABLE)

FLOOR LIVE LOAD: ------------------------------- 250 PSF (IBC 1607 LIVE LOADS -

OCCUPANCY: STORAGE - HEAVY )

B. COLLATERAL LOAD: ----------------------------- 8 PSF

C. GROUND SNOW LOAD: ------------------------- 18 PSF

D. WIND LOADS: --------------------------- UFC 3-301-01, 11APR23

BASIC WIND SPEED OF 105 MPH, EXPOSURE "C".

E. SEISMIC: UFC 3-301-01, 11APR23; SUPERSEDING UFC 3-310-04:

SEISMIC IMPORTANCE FACTOR: 1.0.

RISK CATEGORY: II.

MAPPED SPECTRAL RESPONSE ACCELERATIONS:

S/s: 0.41.

S/1: 0.133.

SITE CLASSIFICATION: C - SEE GEOTECH REPORT

SPECTRAL RESPONSE COEFFICIENTS:

S/DS: 0.355.

S/D1: 0.133.

SEISMIC DESIGN CATEGORY: D.

RESPONSE MODIFICATION FACTOR: PER PEMB MFR.

BASIC SEISMIC-FORCE RESISTING SYSTEM(S): PER PEMB MFR.

DESIGN BASE SHEAR: PER PEMB MFR.

SEISMIC RESPONSE COEFFICIENT(S): PER PEMB MFR.

RESPONSE MODIFICATION FACTOR(S): SEE APPENDIX FOR LOAD CRITERIA AND R

VALUES FOR EACH LFRS DIRECTION. .

ANALYSIS PROCEDURE: ELF.

3. ALL PROPRIETARY SYSTEMS OR ACCESSORIES DESIGNATED IN THESE PLANS AS "OR EQUAL" MAY BE SUBSTITUTED WITH ANOTHER SYSTEM THAT HAS LOAD CAPACITY GREATER THAN OR EQUAL, AND DEFLECTION LESS THAN OR EQUAL TO THE SYSTEM DESIGNATED. APPROVAL SHALL BE REQUESTED FOR ANY SUBSTITUTIONS BY THE ENGINEER OF RECORD THROUGH AN RFI. THE CONTRACTOR SHALL

BE HELD FINANCIALLY RESPONSIBLE FOR THE REPLACEMENT OF UNAPPROVED SUBSTITUTIONS

WHICH ARE NOT EQUIVALENT TO THE DESIGNATED SYSTEM OR ACCESSORY.

4. ALL PROPRIETARY SYSTEMS AND ACCESSORIES SHALL BE INSTALLED WITH STRICT ADHERENCE TO

MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS.

5. DO NOT SCALE DRAWINGS. CLARIFICATIONS REGARDING DIMENSIONS SHALL BE REQUESTED IN AN

RFI.

6. REINFORCING, BOLTS, AND SCREWS SHOWN IN SECTIONS AND DETAILS ARE FOR REPRESENTATION

PURPOSES ONLY. SIZES, NUMBER AND SPACING OF THESE ELEMENTS SHALL BE AS NOTED IN

DRAWINGS. ANY QUESTIONS REGARDING THESE ELEMENTS SHALL BE SUBMITTED IN AN RFI.

7. FOUNDATION CONFIGURATION AND SIZES SHOWN ON THESE DRAWINGS ARE BASED ON

PRELIMINARY DESIGN CALCULATIONS. THESE SIZES MAY REQUIRE

MODIFICATIONS PER THE METAL BUILDING MANUFACTURER'S FINAL GRAVITY

AND LATERAL DESIGN CALCULATIONS.

8. SEE SPEC METAL BUILDING SYSTEMS 13 34 19, SPEC CIP 03 30 00 FOR APPLICABLE CODES AND

STANDARDS.

9. SEE DA APPENDIX FOR UNFACTORED PEMB FOUNDATION REACTION RESULTS.

1. ALLOWABLE SOIL BEARING PRESSURE (NET) IS 2.0 KSF. SUBGRADE SOIL PREPARATION SHALL CONSIST OF REMOVING EXISTING SOIL MATERIALS FOR THE ENTIRE FOOTPRINT OF THE BUILDING AND FOR A DISTANCE OF 5'-0" OUTSIDE OF THE EDGE OF THE BUILDING EXTERIOR FOOTINGS FOR A DEPTH OF 3'-0" BELOW THE BOTTOM OF FOOTINGS AND 2'-6" FOR SLAB ON GRADE.

BACKFILL EXCAVATION WITH AN APPROVED NON-EXPANSIVE FILL MATERIAL COMPACTED AS SPECIFIED IN SECTION 31 00 00 -

"EARTHWORK".

2. SUB GRADE PREPARATION FOR STRUCTURAL SLABS ON GROUND, THOSE SLABS ADDRESSED IN STRUCTURAL DRAWINGS, SHALL

BE PER A1/S-002, U.N.O.

3. CONCRETE USED FOR INTERIOR SLABS SHALL HAVE A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS.

4. CONCRETE USED IN COLUMN FOOTINGS, COLUMN PEDESTALS, STEM WALLS, ETC SHALL HAVE A SPECIFIED MINIMUM

COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS.

5. REFER TO SPECIFICATION 03 30 00 FOR CONCRETE MIX DESIGN OF EXTERIOR GRADES.

6. CONCRETE REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60. REINFORCING TO BE

WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706, GRADE 60.

7. UNLESS NOTED OTHERWISE, LAP SPLICES OR EMBEDMENT LENGTHS SHALL CONFORM TO ACI 318-19.

8. UNLESS NOTED OTHERWISE, CONCRETE COVER OVER STEEL REINFORCING SHALL CONFORM TO THE MINIMUMS REQUIRED BY

ACI 318-19.

9. FABRICATION OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE DETAILS OF ACI DETAILING MANUAL 2004 (SP-66).

10. ALL SLAB REENTRANT CORNERS SHALL HAVE (2) - #4 X 4'-0” BAR AT 45°TO THE CORNER, UNLESS THERE IS A JOINT COMING OFF

THE REENTRANT CORNER.

11. FLOOR SLAB JOINTS SHALL BE CONSTRUCTION OR CONTRACTION JOINTS. JOINTS SHALL BE LOCATED AS SHOWN ON THE

FOUNDATION PLANS. FOR CONSTRUCTION AND CONTRACTION JOINT DETAILS SEE L12/S-002.

12. CORNER BARS SHALL BE PROVIDED AT ALL CORNERS AND INTERSECTIONS OF CONCRETE BEAMS, GRADE BEAMS, WALLS, AND

STEM WALLS. SEE F6/S-002.

13. ALL SLAB EDGES SHALL BE CHAMFERED 3/4" ON EXPOSED CORNERS UNLESS NOTED OTHERWISE.

14. FLOOR SLAB ON GROUND TOP MAT REINFORCING SHALL BE LOCATED 1 1/2” CLEAR FROM TOP OF SLABS FOR TENSION ZONE OF SLAB ON GROUND (SLAB ON GRADE) AND 3" CLEAR FROM BOTTOM OF THE SLAB FOR A BOTTOM MAT IF APPLICABLE UNLESS NOTED OTHERWISE. IF ONLY ONE MAT OF STEEL IS REQUIRED THEN IT SHALL BE CONSIDERED A TOP MAT.

15. FOR TYPICAL CONCRETE SLAB OR WALL OPENING REINFORCING SEE A8/S-001

16. FOR TYPICAL INTERIOR EQUIPMENT PAD, SEE L1/S-002.

17. FOR TYPICAL EXTERIOR EQUIPMENT PAD, SEE L6/S-002.

18. FOR TYPICAL REINFORCING AT CONCRETE SLAB EDGE WITH EXTERIOR FOUNDATION AT PERIMETER CONDTION BLOCKOUT FOR

SEE L8/S-001.

19. FOR TYPICAL RECESSED SLAB DETAIL SEE G10/S-002. IF AND ONLY IF REQUIRED BY ARCHITECTURAL FEATURES AND NOTED IN

ARCH. SHEETS.

20. THE INTERIOR STRUCTURAL SLAB ON GRADE SHALL BE SEPERATED BY AN ISOLATION JOINT FROM THE COLUMN PEDESTAL AND STEM WALL. REENTRANT CORNER REBAR SHALL BE ADDRESSED AT IRREGULAR SHARP (90 DEG) CORNERS. REENTRANT

REINFORCEMENT ADDRESSED IN CONCRETE AND FOUNDATION NOTE 9.

1. THE BUILDING SHALL BE A PRE-ENGINEERED METAL STRUCTURE OF THE AREA AND HEIGHT SHOWN.

2. MINIMUM WEB THICKNESS OF RIGID FRAMES SHALL BE 3/16 ". LIGHT GAGE END WALL COLUMNS ARE

NOT ALLOWED.

3. THE NUMBER AND SPACING OF THE RIGID FRAMES, COLUMNS, X-BRACING AND PORTAL FRAMES

SHALL BE AS SPECIFIED ON THE DRAWINGS, (NO EXCEPTIONS).

4. THE BUILDING SHALL BE DESIGNED AND FABRICATED ACCORDING TO AISC AND AISI LATEST SPECIFICATIONS, THE DIMENSIONAL TOLERANCES APPLICABLE TO ROLL FORM STEEL UNDER THE AISC "STANDARD MILL PRACTICE" SECTION SHALL BE REQUIRED IN THE FABRICATION OF THE RIGID

FRAMES.

5. THE BUILDING SHALL BE DESIGNED TO SUPPORT ALL MECHANICAL & ELECTRICAL EQUIPMENT INCLUDING HEATERS, SPRINKLERS, EXHAUST SYSTEMS, AND ALL OTHER DEVICES. ADDITIONAL GIRTS OR PURLINS SHALL BE PLACED IN CONVENIENT LOCATIONS FOR SUPPORT AND ATTACHMENT

OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT.

6. DESIGN LOADS SHALL CONFORM WITH THE GENERAL NOTES. LOAD COMBINATIONS SHALL COMPLY

WITH THE MBMA METAL BUILDING SYSTEMS MANUAL. CONTRACTOR SHALL SUBMIT AN ISOLATED

SUBMITTAL OF PEMB DRAWINGS TO SER FOR VERIFICATION AND APPROVAL.

7. LATERAL LOADS SHALL BE RESISTED BY ROD X-BRACING, RIGID FRAMES, OR PORTAL FRAMES.

WALL AND ROOF PANELS SHALL NOT BE DESIGNED AS DIAPHRAGMS TO TAKE LATERAL LOADS.

CABLE BRACING IS NOT ALLOWED.

8. WIND LOADING SHALL BE BASED ON PARTIALLY ENCLOSED BUILDING CALCULATION WITH OVERHEAD

DOORS CONSIDERED AS OPENINGS.

9. WIND LOADING SHALL BE BASED ON UFC 3-301-01 CRITERIA. MAJOR DOORWAYS (i.e.,OVERHEAD DOORS, etc.) SHALL BE ASSUMED AS OPEN SUCH THAT THE PARTIALLY ENCLOSED BUILDING

CONDITION SHALL BE INVESTIGATED.

10. PEMB MFR. IS RESPONSIBLE FOR DESIGNING AND TRACKING DOOR HEADER LOADS TO STRUCTURAL

DIAPHRAGM.

11. ANCHOR BOLTS SHALL BE DEISGNED PER PROVISIONS IN ACI 3108-19 CHAPTER 17, SECTION 17.10.

ANCHOR BOLTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER ENGAGED BY

THE CONTRACTOR FOR THE LOADS FURNISHED BY THE METAL BUILDING MANUFACTURER, UNLESS

NOTED OTHERWISE. THE ANCHOR BOLT DESIGN SHALL INCLUDE EMBEDMENT DEPTHS. ANCHOR

BOLTS SHALL BE FURNISHED BY THE CONTRACTOR.

12. A FOUNDATION REACTIONS SUBMITTAL SHALL BE SUBMITTED BEFORE FOUNDATION REINFORCING

SHOP DRAWINGS ARE SUBMITTED AND SHALL INCLUDE MAGNITUDES AND DIRECTIONS OF

REACTIONS TO ALLOW FOR VERIFICATION OF FOUNDATION DESIGNS. THE SUBMITTAL SHALL

INCLUDE REACTION ENVELOPES FOR BOTH LOAD CASES AND LOAD COMBINATIONS.

13. PREPARE THE SHOP DRAWINGS AND CALCULATIONS UNDER THE SEAL OF A PROFESSIONAL

STRUCTURAL ENGINEER REGISTERED IN THE STATE THE PROJECT IS LOCATED

US Army Corps of Engineers ®

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NTSL8

TYPICAL AT COLUMN EXTERIOR

PERIMETER AT CONCRETE SLAB

NTSG8

TYPICAL REINFORCING AT

DISCONTINUOUS C.J.'S AND REENTRANT

CORNERS

NTSA8

TYPICAL REINFORCING AT OPENING IN

CONCRETE SLAB OR WALL

GENERAL STRUCTURAL NOTES CONCRETE AND FOUNDATION NOTES

PRE-ENGINEERED METAL BUILDING NOTES

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1 1

01_LEVEL_FF_STRUCT

0' - 0"

00_LEVEL_TOF

-2' - 0"

SLAB THICKNESS

-0' - 5"

30# FELT

SEE ARCH.

SHEETS FOR WALL

CLADDING

CONTINUOUS LIGHT GAGE BENT PLATE BY

PEMB SUPPLIER FOR ATTACHING EXTERIOR

WALL PANELS TO THE STEM WALL. ANCHORS

ATTACHING THE BENT PLATE MUST BE SET AT

THE MIDDLE OF THE WALL, AND BE DESIGNED

BY THE PEMB MFR.

SEE S-201

FRAMING

ELEVATION FOR

GIRT AND OR EAVE

STRUT ELEV.

EAST-WEST TAPERED RIGID FRAME

BY PEMB MFR.

MIN. OF (4) ANCHOR BOLTS AND

EMBEDMENT LENGTH (hef) ACI 318

BY PEMB MFR.

VAPOR BARRIER

SEE 03 30 00 SPEC

SEE PLAN FOR

FOOTING DIMEN.

ADD 2" HIGH STRENGTH

NON-SHRINK GROUT AS REQUIRED

E.W., T&B

REBAR

SEE DETAIL S-301/H13 FOR STEM WALL TIES

TYP. @ INTERSECTION OF PEDESTAL

TYPICAL NOTCH WxD (6"x6") AT TOP OF STEM

WALL. SEE ARCHITECTURAL A-310.

01_LEVEL_GIRT 01

4' - 0"

00_LEVEL_TOF

-2' - 0"

(3) #5 SPACED EVENLY

IN INSIDE FACE;

(2) #5 SPACED

MATCHING INSIDE

FACE, IN STEM WALL

#5 @ 12" OC CENTERED

IN WALL W/ STD 90 DEG

HOOKS AT BOTTOM,

EACH FACE

#5 @ 12" OC TRANSVERSE

REINFORCEMENT

(3) #5 @ EQ. SPACING

LONGITUDINAL

REINFORCEMENT

STEM WALL

01_LEVEL_FF

0' - 0"

00_LEVEL_TOF

-2' - 0"

01_LEVEL_GIRT 01

4' - 0"

00_LEVEL_TOF

-2' - 0"

SLAB THICKNESS

-0' - 5"

SEE PLAN FOR

FOOTING DIMEN.

E.W., T&B REBAR

01_LEVEL_FF

0' - 0"

00_LEVEL_TOF

-2' - 0"

ADD 2" HIGH STRENGTH

NON-SHRINK GROUT AS REQUIRED

CONT. WALL REINF.

1' - 0"

BASE PLATE PEMB MFR

2" TYP.

PEDESTAL MAX. DIMENSION 18"X18" TYP.

TO ACCOMODATE PEMB MFR. SELECTION OF FRAME.

PEDESTAL SIZE SUBJECT TO CHANGE PER METAL

BUILDING MANUFACTURER FINAL DESIGN.

PEDESTAL DIM. INTEGRAL

WITH CONT. STEM WALL.

3" MIN CONCRETE COVER

TYP.

ANCHOR BOLTS

PEMB MFR.

1' - 6"

NOTES: CONTINOUS STEM WALL AND PEDESTAL BUILT INTEGRALY;

SEE L8/S-002 FOR REINFORCEMENT NOT SHOWN

ISOLATED JOINT BETWEEN

PEDESTAL AND SLAB ON-

GROUND, TYP.

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1" = 1'-0" A1

FOUNDATION SECTION - F1 1" = 1'-0"

A13

WALL FOOTING AND STEM WALL

1" = 1'-0" H1

FOUNDATION SECTION - F2

1" = 1'-0" H13

PLAN - INTERSECT STEM WALL AND

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