Amend0003_186167.pdf

PROJ170060 170062

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

See SF30 Block 14 Continuation Pages

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 26-Jul-2018

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008518B6167

X 9B. DATED (SEE ITEM 11)

11-Jun-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

26-Jul-2018

CODE

NAVFAC MID ATLANTIC

ROICC CAMP LEJEUNE

1005 MICHAEL ROAD

CAMP LEJEUNE NC 28547-2521

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008518B6167

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

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

The following have been added by full text:

AMENDMENT 0003

Question 1. The Camp Geiger drawing A‐2 finish schedule shows Sealed Concrete as the floor finish. Is there a specification on this scope?

Answer 1. Include Specification Sections 03 35 00 ‐ Concrete Sealer and 03 35 01 ‐ Concrete Floor Joint Filler both specification sections are provided with this amendment.

Question 2. The Camp Geiger drawing A-2 Floor Plan shows 6 windows while the A-4 Elevation Plan only shows 5 windows. Which is correct?

Answer 2. The Camp Geiger building has no windows. Camp Johnson PEB - The Plan on Sheet A1 is correct, 6 windows are to be provided.

NAVFAC Drawing 60020828

Camp Johnson PMB

Question 3. Please clarify wind load. Drawings call for 137MPH. Spec calls for 130MPH per par 1.2.1.5

Answer 3. Provide for the 137 mph wind speed.

Question 4. Please clarify Snow Load. Drawings call for 10psf. Spec calls for 15psf per 1.2.1.4

Answer 4. Provide 15 psf snow load.

Question 5. Will tributary reduction be allowed in design analysis?

Answer 5. We will allow a Roof Live load reduction per the guidelines of 2012NCBC, however there should be a collateral load of 6psf added for the items being supported from the roof framing members.

Question 6. Specification calls for wall panel to be 22 gauge with ¾" rib at 6"OC per 2.4.1.d. Please clarify this is the designers intentions as standard commercial panel would be an R type panel with 1-1/4" to 1-1/2" rib at 12"OC.

Please also verify that 22 gauge is required in lieu of 24 gauge.

Answer 6. 22 gauge is required - R type panels are acceptable.

Question 7. Drawing A-3 calls for slope of 2:12. Spec par 1.4.6 calls for .5:12. Please clarify.

Answer 7. The building roof slope shall be 2:12.

Question 8. Drawing A-3 show a "T" rib type profile for the roof panel. Spec section 13 34 19, par 1.4.7 calls for standard vertical-rib. Will the T profile be required?

Answer 8. The "T" rib type profile roof panel is not required.

NAVFAC Drawing 60020579

Camp Geiger PMB

Question 9. Please clarify wind load. Drawings call for 137MPH. Spec calls for 130MPH per par 1.2.1.5

Answer 9. Provide for the 137 mph wind speed.

Question 10. Please clarify Snow Load. Drawings call for 10psf. Spec calls for 15psf per 1.2.1.4

Answer 10. Provide 15 psf snow load.

Question 11. Will tributary reduction be allowed in design analysis?

Answer 11. We will allow a Roof Live load reduction per the guidelines of 2012NCBC, however there should be a collateral load of 3psf added for the items being supported from the roof framing members.

Question 12. Specification calls for wall panel to be 22 gauge with ¾" rib at 6"OC per 2.4.1.d. Please clarify this is the designers intentions as standard commercial panel would be an R type panel with 1-1/4" to 1-1/2" rib at 12"OC.

Please also verify that 22 gauge is required in lieu of 24 gauge.

Answer 12. 22 gauge is required - R type panels are acceptable.

Question 13. Drawing A-3 calls for slope of 2:12. Spec par 1.4.6 calls for .5:12. Please clarify.

Answer 13. The building roof slope shall be 2:12.

Question 14. Drawing A-3 show a "T" rib type profile for the roof panel. Spec section 13 34 19, par 1.4.7 calls for standard vertical-rib. Will the T profile be required?

Answer 14. The "T" rib type profile roof panel is not required.

Question 15. Per par 2.8.4 spec calls for R25 for wall insulation. Is this the designers intentions?

Answer 15. R25 wall insulation is required.

Question 16. Drawing A-3 of both Geiger & Johnson PEB's indicate the columns as tapered however the specifications for both (below) state the columns are straight and not tapered. Please advise which is correct.

Answer 16- Camp Johnson PEB - Provide straight rigid frame columns and beams. Camp Geiger PEB - Provide tapered rigid frame columns and beams.

Question 17. Drawing A-3 for Geiger indicates the eave height as 17' & 12'-4" on Drawing A-3 for Johnson. The specifications for both (below) state the eave height is 13'. Please advise which is correct.

Answer 17. Camp Johnson PEB eave height = 12'-4" Camp Geiger PEB eave height = 17'-0"

Question 18. Drawing A-3 (Geiger & Johnson) indicate a T-Seam Panel (roof) however the specs indicate the roofing panel as "a manufacturers standard vertical rib standing seam which the T-Seam Panel is not. Please advise.

Answer 18. Manufacturer's standard vertical rib standing seam roof panel is acceptable. T-Seam roof panel is not required.

Question 19. Camp Johnson- Provide wall sections for interior walls.

Answer 19. Provide steel stud wall system for interior walls. Steel studs shall be 20 gauge, 3 5/8" steel "C" type studs, with channel sill runner and top runner. Provide 5/8" type X gypsum board each side, full height of wall. All interior walls shall be 10' tall. Brace unsupported walls (wall separating area 101 from area 110) with overhead bracing at a diagonal, located bracing at approximately 5 feet on center.

(End of Summary of Changes)