AMENDMENT 0002.pdf

NAVFAC

SPECIFICATION

7394134 P253 Library

MCAS Cherry Point, NC AMENDMENT

#0002

IMPORTANT

This amendment should be acknowledged when your proposal is submitted. Failure to acknowledge the amendment may constitute grounds for rejection of the proposal.

If your proposal has been submitted prior to the receipt of this amendment, acknowledgement should be made by telegram, which should state whether the price contained in your proposal is to remain unchanged, is to be decreased by an amount, or is to be increased by an amount. The acknowledgement must be received prior to proposal opening time.

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

1 2

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

0002 6/11/2024 7394134

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

CG MCAS Cherry Point

FACILITIES, ROICC

B-163, CURTIS ROAD

PSC BOX 8006

CHERRY POINT, NC 28533

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF

P253 Library

9B. DATED (SEE ITEM 11)

AMENDMENT MUST BE ACKNOWLEDGED WITH YOUR PROPOSAL 10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 1 copy 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 ADMINISTRATION 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 original to the issuing office.

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

7394134 P253 Library, Marine Corps Air Station Cherry Point, NC

Amendment 0002 is being issued to respond to pre-award RFI.

The deadline to submit pre-award RFI’s HAS PASSED. No further RFI will be answered.

The proposal due date of 18 June 2024 at 3:00 PM local time REMAINS unchanged.

See Attached.

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

15B. CONTRACTOR/OFFEROR (Same as Item 8) 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

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

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

Amendment 0002 7394134 P253 Library

RFI Responses:

Specification Section 03 45 00 - Precast Architectural Concrete - Plans do not provide enough information to determine the scope of the required precast work:

1. See Detail A1/A-507, Detail A4/A-107 and Detail B4/A-502 - Please confirm the column bases consist of modular brick that bear on the porch slab with a 2" thick precast adhered to the brick (no detail of columns is provided on structural sheets therefore not able to determining if the masonry goes down to top of footing or not).

Response:

See revised Drawings 12907822 and 12907829, dated 11 June 2024

2. East Elevation A3/A-201 and West Elevation A2/A-202 indicate precast water table panels at gable entry areas. No cross section is shown for these panel areas. A cross section (or more information of some type) will be required. How thick are the panels? Will they have brick or block backup? Will the panels go down to the top of footing or be supported by a unit masonry stem, etc.?

See revised Drawings 12907822 and 12907829, dated 11 June 2024

3. Sheet A-101 Courtyard, located at plan northeast, is not addressed at all on structural plans. North Elevation C3/A-201 and West Elevation A2/A-202 seem to imply that precast panels may be required at this location, but more details will be required in order to determine the scope.

Response:

See Drawings 12907825 and 12907826. Submit proposals in accordance with RFP, Specifications, Drawings, and all amendments.

4. Please share sign in sheet from the site visit.

See attached Site Visit Log

5. Is this project US Citizen only?

No. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

6. 10 23 39 On the P253 Library job there are specs for Folding Panel Partitions (102239), however, I do not see one on the plans. Can you confirm whether a folding partition is required?

Response:

Section 10 23 39 is deleted. Submit proposals in accordance with RFP, Specifications, Drawings, and all amendments.

7. 12 00 00 I have window sizes and quantities. I don't know which windows get what.

I am guessing the exterior windows are getting the single shades and meeting rooms are getting the double shades. But I don't know the sizes of the windows in the meeting rooms or exterior either."

Response:

See Drawings 12907848 and 12907872. Submit proposals in accordance with RFP, Specifications, Drawings, and all amendments.

8. 05 00 00 The are no indicators or specs as to what type of finish if any is applied to exterior or interior railings could this be clarified? Structural steel columns l-502 have no indicators or specs as how to finish please clarify?

Response:

Reference Amendment 0001. Submit proposals in accordance with RFP, Specifications, Drawings, and all amendments.

9. 08 00 00 Per the Bid Documents, Fire Rating is missing in the Door Schedule (Reference Sheet number A-601 dated 08/25/2020). Please provide updated information.

Response:

See Drawing 12907843. Submit proposals in accordance with RFP, Specifications, Drawings, and all amendments.

10. 08 00 00 Per the Bid Documents, Division 8 Specifications, (Reference Section 08 41 13, Aluminum Doors and Frames, Page 5) show Impact Resistant Doors. Please clarify Exterior Doors are considered as Impact Resistant or Not.

Response:

See Specification Section 08 41 13. Submit proposals in accordance with RFP, Specifications,

11. Per the Bid Documents, Fire Rating is missing in the Door Schedule (Reference Sheet number A-601 dated 08/25/2020).

Response:

See Drawing 12907843. Submit proposals in accordance with RFP, Specifications, Drawings, and all amendments.

12. Per the Bid Documents, Division 8 Specifications, (Reference Section 08 41 13, Aluminum Doors and Frames, Page 5) show Impact Resistant Doors.

Please clarify Exterior Doors are considered as Impact Resistant or Not.

Response:

See Specification Section 08 41 13. Submit proposals in accordance with RFP, Specifications, Subj: AMENDMENT TO WO 7394134, P253 CONSTRUCT LIBRARY, MCAS CHERRY POINT NC

CONTINUATION SHEET

SITE VISIT LOG

DOCUMENT 00 01 15

1.2 CONTRACT DRAWINGS

The following drawings are revised as of 11 JUNE 2024:

NAVFAC DWG NO. TITLE

12907822 FLOOR PLAN – ENLARGED AREAS F & G, 11 JUNE 2024

12907629 TYPICAL WALL SECTIONS, 11 JUNE 2024

These drawings accompany this Amendment.

AREA F

AREA A

AREA E

AREA D

AREA G

AREA C

AREA B

AA

BB

C3

A-301

C3

A-301

VESTIBULE

BB

101A 101B

C

2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0"

8"

9' -4

2'

-0

2 1/2"

7"

2 1/2"

2'-11"

2 1/2"

2'-10 1/2"

2 1/2"

7"

2 1/2"

2 1/2"

7"

2 1/2"

2'-11"

2 1/2"

2'-10 1/2"

2 1/2"

7"

2 1/2"

2 1/2"

7"

2 1/2"

2'-11"

2 1/2"

2'-10 1/2"

2 1/2"

7"

2 1/2"

1/

2"1' -3

1/

2"

6' -0

1/

2"

1' -3

1/

2"A A

FFF

A-107 C4

CJ CJ CJ CJ CJ CJ

CJ CJ CJ

A-507 A1

A5

A-302

A5

A-302

SIM

C3

A-301

C3

A-301

SS

TT

B

B

2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0"

8" 9'

-4

2' -0

A A A

EQ EQEQ EQ

A-107 A4

CJCJ CJ CJ CJ CJ CJ CJ

CJ CJ CJ

CJCJCJ

A-507 A1

A5

A-302

A5

A-302

SIM

1. REFERENCE SHEET G-002 FOR SYMBOL LEGEND

2. REFERENCE SHEET A-501 FOR WALL TYPES

3. REFERENCE SHEET A-601 FOR DOOR AND FRAME SCHEDULE

4. REFERENCE SHEET A-603 FOR WINDOW SCHEDULE

5. REFERENCE INTERIOR DESIGN DRAWINGS FOR FINISH

SCHEDULE

6. REFERENCE INTERIORS DRAWINGS FOR CASEWORK

DIMENSIONS AND DETAILS

7. REFERENCE THE LIFE SAFETY DRAWINGS FOR LOCATIONS OF

RATED WALLS AND SMOKE PARTITIONS

D4

A-502

D4

A-502

2'-10"

E Q

E Q

1'-0" 3'-0" 3'-0"

B4

A-502

B4

A-502

EQ EQ

2' -9

3/

2' -9

1'

-0

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

STA. PROJ. NO.:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

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D E

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DRAWFORM REVISION: 25 AUGUST 2020

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FINAL SUBMITTAL

12907822

ESS ESS DJG

L. PEED

H. PERRY

7394134

20 MAY 2024

GRAPHIC SCALE: 1/4"=1'-0"

4' 0 2' 4' 8'

SCALE: 1" = 50'-0"

A5

KEY PLAN

SCALE: 1/4" = 1'-0"

C2

FIRST FLOOR PLAN - AREA F

N

SCALE: 1/4" = 1'-0"

A2

FLOOR PLAN - ENLARGED AREA G

N

GENERAL CONSTRUCTION NOTES

S Y

M D

E S

C R

IP

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D A

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A P

P R

A m e n d m e n t

.0

.0

SCALE: 1/2" = 1'-0"

C4

ENLARGED RAILING DETAIL

SCALE: 1/2" = 1'-0"

A4

ENLARGED RAILING DETAIL

FIRST FLOOR

0"

GRADE

-1'-9"

Q

BRICK VENEER

VENEER WALL ANCHOR AT

1'-4" ON CENTER

AIR AND MOISTURE BARRIER

8" METAL STUD

5/8" GYPSUM SHEATHING

5/8" GYPSUM WALL BOARD

ACOUSTICAL TILE CEILING

WEEP JOINT

FLASHING

PRECAST CONCRETE

3" RIGID INSULATION

METAL WALL PANEL

THROUGH WALL FLASHING

CONCRETE FOOTER.

SEE STRUCTURAL

DRAWINGS

6X8X16 CONCRETE MASONRY

6" CONCRETE SLAB

AIR AND MOISTURE BARRIER

CONCRETE MASONRY UNIT

WITH GROUT FILL

5" RIGID INSULATION

STEEL ROOF DECK

MODIFIED BITUMEN ROOF

FLASHING

ZEE GIRT AT 4'-0" ON CENTER

COPING

PLYWOOD SHEATHING

BLOCKING

STAINLESS STEEL

CONNECTOR

2 1/2" WEEPS AT 2'-8" ON CENTER

2 1/2" WEEPS AT 2'-8" ON CENTER

14' CEILING

14'-0"

A-303 C2

A-303 C5

A-303 A1

5' -1

'-0

5' -8

'-9

A-303 C4

FIRST FLOOR

0"

GRADE

-1'-9"

LOWER ROOF

12'-0"

C

CONTINUOUS TREATED WOOD NAILERS

3/4" COX PLYWOOD

ROOFING SYSTEM BASE FLASHING

CONTINUOUS FIBERBOARD CANT

PEEL & STICK

UNDERLAYMENT

3/4" COX PLYWOOD

0.080" PREFINISHED

ALUMINUM COPING

MATCH EXISTING

CONTINUOUS CLEAT

FASTENED AT 8" ON

CENTER WITH NO.12

STAINLESS STEEL

SCREWS

RIGID INSULATION

THROUGH WALL FLASHING

WITH TERMINATION BAR

MASONRY VENEER

ANCHORS 1'-4" AT

2'-0" ON CENTER

8" METAL STUD

GYPSUM WALL BOARD

GYPSUM SHEATHING

MASONRY VENEER ANCHORS

AT 1' - 4" ON CENTER

CONCRETE SLAB

AIR AND MOISTURE BARRIER

CAPILLARY FILL

A-505 C1

6X8X16 CONCRETE

MASONRY UNIT

WEEPS AT 2'-0" ON CENTER

PRECAST CONCRETE

CONCRETE FOOTER. SEE

STRUCTURAL DRAWINGS

CONCRETE MASONRY

UNIT WITH GROUT FILL

THROUGH WALL

FLASHING

2 1/2" WEEP AT 2'-8"

ON CENTER

AIR AND MOISTURE BARRIER

'-8

5'

-1

'-9

FIRST FLOOR

0"

GRADE

-1'-9"

R

A-303 C1

AIR AND MOISTURE BARRIER

GYPSUM SHEATHING

8" METAL STUD

3" RIGID INSULATION

GYPSUM WALL BOARD

CONCRETE MASONRY UNIT SILL

WEEP AT 2'-0" ON CENTER

FACE BRICK

ARCHITECTURAL

CONCRETE MASONRY UNIT

THROUGH WALL FLASHING

WITH TERMINATION BAR

AIR AND MOISTURE BARRIER

CONCRETE SLAB

MASONRY VENEER ANCHOR

AT 1'-4" ON CENTER

THROUGH WALL FLASHING WITH

TERMINATION BAR

18'-0"

METAL PANEL TRIM

ZEE GIRT AT 4'-0" ON CENTER

METAL WALL PANEL

SLOPE

AIR AND MOISTURE BARRIER

STANDING SEAM METAL ROOF

GUTTER

STEEL DECK

CAPILLARY FILL

CONCRETE FOOTER.

SEE STRUCTURAL

DRAWINGS

5' -1

'-0

6' -9

'-1

0"

FIRST FLOOR

0"

ROOF

30'-0"

GRADE

-1'-9"

S

WEEP AT 2'-0"

ON CENTER

THROUGH WALL

FLASHING WITH

TERMINATION

BAR

MASONRY VENEER

ANCHOR AT 1'-4"

ON CENTER

ACCENT BRICK

HEADER COURSE

ACCENT BRICK

SOLDIER COURSE

FACE BRICK

FINISH GYPSUM

CEILING

PRECAST CONCRETE

PANEL

A-303 A4

SIM

GROUT FILL

AIR AND

MOISTURE

BARRIER

CONCRETE SLAB

AIR AND MOISTURE

BARRIER ONLY.

CONDITION ONLY

AT VESTIBULE 101

8"

PRECAST PANEL

ANCHOR AND

THROUGH WALL

FLASHING

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

STA. PROJ. NO.:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

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DRAWFORM REVISION: 25 AUGUST 2020

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CHIEF ENG/ARCH

FIRE PROTECTION

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CERT. NO.

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FINAL SUBMITTAL

12907829

ESS ESS DJG

L. PEED

H. PERRY

7394134

20 MAY 2024

SCALE: 1/2" = 1'-0"

A1

TYPICAL WALL SECTION

GRAPHIC SCALE: 1/2"=1'-0"

2' 0 1' 2' 4'

SCALE: 1/2" = 1'-0"

A3

TYPICAL WALL SECTION

SCALE: 1/2" = 1'-0"

A4

TYPICAL WALL SECTION

S Y

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A P

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A m e n d m e n t

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A5

TYPICAL WALL SECTION