Solicitation Amendment W50S8S24QA0040001 SF 30.pdf

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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.

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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

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

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

Created On:

09 May 2024, 12:25 PM Eastern Daylight Time

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Description/Specifications/Statement of Work

The miscellaneous text for the following CLIN(s) / SLIN(s) / ELIN(s) were modified:

New Miscellaneous Text:

PROVIDE MATERIALS AND INSTALL Mezzanine and stair structure capable of minimum of 125 pounds per square foot, use is for cardio fitness equipment, outside dimensions shown on attached drawings. Occupancy will be below 49 persons. Mezzanine will be built to IBC/OSHA design standards. Clear height under the mezzanine, minimum of 10' +/- 4". Guard railings shall be standard 42" height wire mesh style with a minimum 4 inch tall kickplate. A lift out gate with an opening of no less than 48 inches - max of 6 feet, meeting the same specifications as the handrail will be installed for access, approximate location shown on drawing. The stairs shall have a minimum tread width of 36 inches - maximum of 48 inch tread.

For stairs, riser height between 7" and 8" with a minimum tread depth of 11 inches. All treads shall be slip-resistant and free of projections or lips that could cause at ripping hazard. Solid treads are desired for stairs but the risers can be open or solid. All structural beams, columns, landings, handrail and gates are powder coated, colors to be selected from standard available colors. Bar joist scan be primed and not powder coated. The flooring will be composite resin tongue and groove or similar material attached by screws over a 11/2" corrugated decking- open to other flooring options as long as they work for the intended use. The mezzanine can be installed using wedge anchors or epoxy type anchors.

Existing conditions: The floor in the building is 4 inches thick with mesh and can safely support a load of 2250 pounds on a 150 square inch area per the as built drawings. Building layout drawing included, please note that access to the fitness side where the mezzanine is to be installed is limited to a double door entryway (the center post can be removed).

The mezzanine shall have structural stamped drawing and signs that identify the floor load capacity.

Additionally provide a quote for a rubberized gym flooring to be installed on top of the mezzanine floor appropriate for fitness activities. The existing flooring type installed on the main floor is included for reference.

Requirement Amendment

- Clear span height under the Mezzanine changed to 9' +/- 4".

- The composite resin tongue and groove or similar material can be attached directly to the floor joist if rated to do so, i.e. a material where B decking not required.

- The underside of the mezzanine decking, as seen from below, will be painted to prevent rust/corrosion and have a better appearance.

- A product example is Resindek XSPAN which can be used without B decking and has a high gloss white available on the underside of the panels.

- The mezzanine shall be designed to 125 pounds per square foot for rigidity of the structure, but the load rating shall be limited to 12,000 lbs.

placarded. Using 4000 pounds for equipment (static loads) and 2000 pounds for people with a design factor of 2 to give the 12000. The weight of the mezzanine structure is not included in the 12,000 pounds.

- Larger anchoring baseplates are allowed on the bottom of the post if required. This is preferred over cutting existing concrete to install a footing. Looking for value engineered solution.

- Columns can also be located down the center line as needed for designed loads. An example would be 9 columns in total: 4 exterior corners, 4 exterior midpoints, and 1 interior center.

W50S8S24QA0040001

W50S8S24QA0040001

KO FOR OHANG DO NOT DELETE, 2660 S EBER RD

SWANTON, OH 43558-9645

UNITED STATES

Scott Hartzell, Email: Scott.Hartzell@us.af.mil Telephone: 419-868-4314 AdminBy:

SCD: PAS: