Amendment_0003.pdf

ACQR4929810

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

MILITARY CONSTRUCTION P3021, DESIGN-BID-BUILD OF HANGAR 21, JOINT BASE ANDREWS, CAMP SPRINGS, MARYLAND

The purpose of this amendment is to provide responses to RFI questions.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 13

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

16C. DATE SIGNED

BY 04-May-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 N4008018R0003

X 9B. DATED (SEE ITEM 11)

04-Jan-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

04-May-2018

CODE

NAVAL FACILITIES ENG COMMAND

1314 HARWOOD STREET SE

WASHINGTON DC 20374

N40080 7. ADMINISTERED BY (If other than item 6)

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4. Bid Option #7 and drawings CS105, CS109 call out a Raptor vehicle barrier system. Please provide more information on the quantities and sizes (4 or 5 feet) required.

Response: The Contractor shall provide fifteen (15) “Raptor” stacked plate barriers, each constructed in accordance with this Performance Work Statement. This barrier system shall be used to provide security of the taxiway entrance to a secure area. The barriers must be newly constructed without damage upon delivery. Exterior colors must be yellow and black. The plates will be painted yellow and the bars/handles will be painted black. Each barrier must be capable to stop at least a 4,500-lb pickup truck, traveling at 40 mph, within 10 feet of impact. The barrier must be crash-rated and tested. Each barrier shall be equipped with a cart (specifically, the barrier and cart attached as one piece) so that it is able to be moved manually by one Airman, and have safety measures incorporated to prevent mishaps if the individual moving it were to slip and/or fall. Each barrier must be equipped with a pintle hook at 20” in height so that it can be towed by a standard pickup truck. Each barrier will have at least two (2) 16” foam-filled rubber wheels attached to allow for easier movement off of paved surfaces and in inclement weather conditions. The Contractor shall provide maintenance on all barriers under this contract. The cost for all maintenance shall be included in the unit prices in the solicitation. Maintenance services shall be performed on site at Joint Base Andrews

1. MAINTENANCE

1.1. The Contractor shall provide maintenance on all barriers under this contract. The cost for all maintenance shall be included in the unit prices in the solicitation. Maintenance services shall be performed on site at Joint Base Andrews. Maintenance services are required for 24 months following the date of delivery.

1.2. The Contractor shall repair any defects on the barriers at no cost to the Government within five (5) working days upon notification to the Contractor of the deficiency.

2. UNSCHEDULED MAINTENANCE

4.1. The Contractor shall accomplish all unscheduled maintenance for barriers purchased under this contract. This maintenance will include the repair/replacement of broken push carts (to include the pintle hook assembly), wheels, and any other parts essential to the operation and movement of the barrier.

4.1.2. The Contractor shall provide a replacement barrier of equal size, style and color for any barrier that requires maintenance or repairs for which the Contractor is responsible when such maintenance or repairs cannot be completed within five (5) working days. The replacement barrier shall be provided at no additional charge to the Government. The replacement barrier must meet all specifications of this Performance Work Statement.

3. ACCIDENT DAMAGES

3.1. The Contractor is not responsible for providing a replacement barrier for accidents which the Government is liable.

4. REPAIRS

4.1. The Contractor shall provide to the Government an invoice of all parts, costs and labor hours required to complete repairs to a barrier for which the government is liable.

5. Section 41 22 13.14 specifies a 2-ton bridge crane, but we cannot locate details on the drawings. Electrical drawings EF402-P and EF501-P refer to a bridge crane. If located in building 4907, please provide more details.

Response: References to the Bridge Crane will be removed from the drawings and specifications.

6. P-101-F Sheet Note 4 on P101A-E states a new gas meter is required. Sheet Key Note 3 on P-101-F states a new gas meter is to be installed. Please confirm the Owner/Local Gas Utility Company is responsible for furnishing and installing the natural gas meter. Please confirm the Contractor will pick up from the discharge side of the gas meter.

Response: The gas meter is a smart meter to connect to the building EMCS. It is to be provided and installed by the contractor.

7. Detail A3 on P-501-E depicts the vertical domestic water service with a water meter which is compatible with the DDC. Please confirm the Local Water Utility is furnishing the water meter for installation and wiring by the Contractor.

Response: The water meter is a smart meter to connect to the building EMCS. It is to be provided and

8. Please confirm if the "architectural precast concrete lintel (PACP1)" as shown on C4/A-525 can be fabricated integral to the adjacent "insulated architectural precast concrete panel (PACP1)".

Response: The intent was to provide flexibility for subtle field adjustments in all directions while placing the veneer Calcium Silicate masonry and the architectural precast concrete lintels. The AE has no problem with casting the lintels integral to the insulated architectural precast concrete panels as long as the finished product aligns in all directions with the veneer Calcium Silicate masonry. Note that the lintels are split in the center to align with the insulated architectural precast concrete panels joints behind and control joints above to prevent cracking. Refer to the West Enlarged Partial Main Entry Elevation and sheet keynote #3 on Sheet A-204-H.

9. The Roller Window Shades specification (12 24 13) lists a set of rooms where roller shades must be place however there are no elevation views of the windows in these rooms. Please provide details or dimensions of these windows.

Response: The rooms listed are on sheets A-120-H and A-121-H and each have exterior glazing labeled “EX3”. The glazing elevations are shown on sheet A-603-H including references to pertinent details.

11. Reference drawing A-201-E. Please provide the material and finish required for note 10- "Aluminum break metal wrap " located in between the exterior aluminum glass systems.

Response: The aluminum break metal wrap material will be aluminum and the finish is to match the adjacent exterior aluminum glass system.

13. Reference drawing A-101-E. Please provide the window glazing type tag for the exit vest 304 interior glazing system.

Response: Refer to EX5 on sheet A-611-E. The elevation is showing an exterior glazing system as well as the interior glazing system for exit vest 304. Both glazing systems are in the same plane.

14. Please confirm that the transaction drawer interior window system shown at waiting pre-security room 302 is to be window/glass type IN-2 as the current drawing A-101-E does not indicate the glass type.

Response: Transaction drawer interior window system at waiting pre-security room 302 is window/glass type IN-2. Drawing will be updated.

15. Please provide the glass/window tag for the windows indicated on sheet A-113-H.

Response: The rooms containing the requested glazing including type marks and all other openings are shown on sheets A-109-H, A-110-H, A-111-H and A-121-H. The glazing openings along Grid 13 are all “FR1” and are shown on sheet A-603-H including references to pertinent details.

17. Specification Section 33 16 15 - 2.1 states the design of the storage capacity shall not be less than 283,000 gallons. Detail A2 on F-501-F states each storage tank is 283,000 gallons. Please confirm the storage capacity of each of the two tanks shall be no less than 283,000 gallons (for a sum of at least 566,000 gallons).

Response: Two separate water storage tanks are required for this facility. Each of the two water storage tanks shall be not less than 283,000 gallons.

18. Please confirm that the labels integral aluminum composite panel parapet cap, and prefinished coping system called out in the drawings A-203-H, and A206-H through A-206-H refer to the same system shown in detail 4 on page A-502-H.

Response: Confirmed, the detail D3 on sheet A-502-H is the same referenced on the elevation sheets cited.

19. Detail A4 on A-521-F indicates "sealed concrete floor." The finish schedule on Q-601-F indicates CONC "concrete hardener." Please confirm which 03 30 00 specification section should be referenced - 2.6.1 "Liquid Chemical Floor Hardener" or 2.6.2 "Penetrating Water Repellent."

Response: Reference specification section 2.6.1 "Liquid Chemical Floor Hardener.

20. Specification Section 23 09 00 - 1.1.1 - b states the system must be a stand-alone system at a minimum. Please confirm the control system for this Project does not tie into an existing base-wide control system.

Response: Confirmed, the individual facility DDC systems shall not be tied into the base-wide system.

21. Reference section 11 06 40.13 and drawing QF103-H. Food Service Item 19 is listed as CUSTOM. Please provide details for this item.

Response: Refer to drawing attachment RFI21 Drawing.

https://camacho.box.com/s/h1q48am8cqxp7j7iywwrd3lhsozegqng

22. Reference section 11 06 40.13 and drawing QF103-H. Food Service Item 78 is listed as SPARE in the specifications, but as a Soiled Dish Table on drawing QF103-H. Please confirm this should be included.

Response: Soiled dish table is to be included.

23. Reference section 11 06 40.13 and drawing QF103-H. Food Service Item 102 is not listed in the specifications, but is shown on the drawings. Please confirm this should be included.

Response: Item 102 is to be included.

24. Reference section 11 06 40.13 and drawing QF103-H. Food Service Items 56 and 57 are called out in specifications as "mini" which only holds 12x20 pans. On the plans the units are about 45" wide, which is what a full-size unit would be. Please confirm we are to include full-size combi-ovens.

Response: Include full-size combi such as a Blodgett BLCT-102E.

25. Detail A1 on P-601-Z depicts the vertical domestic water service with a water meter. Please confirm the Owner/Local Water Utility is furnishing the water meter for installation and wiring by the Contractor.

Response: The water meter is a smart meter to connect to the building EMCS. It is to be provided and

26. P-101-Z and P-601-Z do not depict or schedule any floor drains. The rooms have emergency shower/eye wash stations which require draining. The rooms may also be exposed to foam sprinkler systems. Please clarify the draining plan for this HAZMAT storage facility.

Response: The Hazmat Storage Facility has a containment curb within the facility to contain the release of AFFF during a fire event. AFFF is not permitted to be released to the sanitary sewer system;

therefore, no floor drain has been provided in the facility.

27. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Bally, Kolpak, and Thermalrite be acceptable manufacturers in addition to Imperial Brown?

Response: Bally and Kolpak are acceptable modified to comply with the basis of specifications.

28. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Metro be an acceptable manufacturer in addition to Cambro?

Response: No. Cambro or other product matching Cambro specifications.

29. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Hoshizaki and Manitowac be acceptable manufacturers in addition to Scotsman and Follett?

Response: Hoshizaki and Manitowoc are acceptable modified to comply with the basis of specifications.

30. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Powersoak be an acceptable manufacturer in addition to Champion?

Response: Powersoak is acceptable modified to comply with the basis of specifications.

31. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Caddy and Halton be acceptable manufacturers in addition to Gaylord? 4/30

Response: Halton is acceptable modified to comply with the basis of specifications.

32. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Gaylord and Caddy acceptable manufacturers in addition to Halton?

Response: Gaylord is acceptable modified to comply with the basis of specifications.

33. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Cleveland, Southbend, and Alto Shaam be acceptable manufacturers in addition to Blodgett?

Response: There is a concern whether the indicated manufacturers would be equivalent to Blodgett.

34. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Garland be an acceptable manufacturer in addition to Southbend?

Response: Garland is acceptable modified to comply with the basis of specifications.

35. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Globe be an acceptable manufacturer in addition to Hobart (slicer)?

Response: Globe is acceptable modified to comply with the basis of specifications.

36. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Champion and Jackson be acceptable manufacturers in addition to Hobart (dishwasher)?

Response: Champion and Jackson are acceptable modified to comply with the basis of specifications.

37. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Eagle and John Boos be acceptable manufacturers in addition to Select Stainless?

Response: Eagle and John Boos are acceptable modified to comply with the basis of specifications.

38. Detail C5, D5 on A-601-F indicate an embedded steel channel frame at the OH door for the Fire Pump Building, and to see the structural drawings. There doesn't appear to be any details on the OH door jambs/header on the structural drawings. Please provide detail showing channel size and anchorage.

Response: Steel channel frame shown in detail C5 & D5 on A-601-F is not needed at the OH door. Refer to manufacturer's standard details for OH door head/jamb. Include manufacturer's details with shop drawings.

39. Reference section 11 06 40.13 and drawing QF103-H. For Food Service Equipment: would Globe be an acceptable manufacturer in addition to Hobart (mixer)?

Response: Globe is acceptable modified to comply with the basis of specifications.

40. Electrical site plans indicate new ductbanks outside our LOD (connecting the existing electrical substation to our site). Detail C4/CS501 provides a typical pavement repair detail at the road and parking lot. Please delineate where and how road and landscape repair will be required after underground ductbank install is complete. Please provide information on any existing underground utilities such as water, sewage, etc. that may conflict with the proposed route.

Response: GIS utility information provided by JB Andrews has been added to the document. Contractor shall verify the location of all utilities prior to commencing work and notify the contracting officer of any differing conditions. The disturbed vegetation shall be permanently seeded in accordance with the 32 92 19 seeding specifications.

42. Note 9 on A-202-E calls for doors #308 & #309 to be UL 752 Level 5 Ballistic-rated, however, the door schedule on A-601-E calls for these doors to be Level 3 Ballistic-rated. Please clarify if they should be Level 3 or Level 5.

Response: Doors #308 and #309 should be Level 3 Ballistic-rated. The drawing will be updated to reflect the correction.

43. Reference drawing A-601-E. Door #308A is noted to have Grille size 12'x24", however it is listed has a WFI type door in the schedule. Please confirm this is a WLI type door.

Response: Door #308A is a WLI type door. The drawing will be updated.

44. Reference drawing A-601-H. Fabricated Wall Panel designated FWB2 is listed in the room finish schedule for Hangar Bay 1, Hangar Bay 2, both door pockets, and the vehicle/ equipment staging area. The exact locations of the paneling in these rooms is not clearly shown in the drawings. Please provide either a detailed explanation as to where the panel type is to go, or sufficient elevation drawings calling out the panel locations.

Response: The designation for the spaces listed above is actually listed correctly as “FWP2”, not “FWB2”. There is one fabricated wall panel which has a color for the interior and the exterior side of the wall panel as they are both exposed. FWP1 is the exterior side and FWP2 is the interior side.

45. Reference drawing A601-H. Fabricated Wall Panel designated FWB2 is listed in the room finish schedule for the PAG conference room. Please provide either a detailed explanation as to where the panel type is to go, or sufficient elevation drawings calling out the panel locations as the current drawings do not show them.

Response: The designation “FWB2” does not appear to be listed anywhere in the PAG Conference Room #U18. Please clarify the question.

47. Specification Section 33 16 15 - 2.1.5 states the reservoirs are to be welded or bolted construction. UFC 3-600- 10N - 2-2.1.1 states "Bolted steel water storage tanks are prohibited." Please confirm either bolted or welded reservoirs are acceptable on this Project despite the Unified Facilities Criteria note.

Response: UFC 3-600-10N is not an active UFC under the Department of Defense Unified Facilities Criteria listed on the Whole Building Design Guide webpage. Welded or bolted water storage tanks are acceptable, as stated in Specification Section 33 16 15.

48. Drawing Q-601-H calls out ST01 Storage Shelving under Warehouse Equipment. This designation doesn't appear to be specifically called out in the specifications. Is this meant to be what is described in section 41 05 00 paragraph 3.1.11?

Response: Yes, ST01 is Warehouse Equipment that will be added to specification 41 05 00, paragraph

3.1.11. The size is 49”w x 24”d x 84”h.

49. Section 41 50 00 calls out Leather Storage and Harness Storage in paragraphs 3.1.12 and 3.1.13, with no description. Drawing Q-601-H calls these out as FF&E. Please confirm these are in the FF&E package.

Response: Yes, WE23 Leather Storage and WE24 Harness Storage are included/specified in the FF&E Package. Specification Section 41 50 00 will be revised to delete mention of these items.

50. Drawing A-404-H calls out a gun cabinet in the Armory as FF&E, while drawing Q-115-H calls it out as WE12 and part of the Warehouse Equipment. Please confirm this should be carried with Warehouse Equipment.

Response: The designation “WE12” on sheet Q-115_H is the correct code. Disregard the sheet keynote #22 on sheet A-404-H.

51. Reference drawings A-115-H, A-120-H and A-410-H. Please confirm that the intent is to have MWP1 panels on all the partition D4 bump outs and transoms in the Heritage Hall.

Response: The intent is to have the MWP1 panels on the interior elevations as shown on sheets A-432-H, A-433-H and A-436-H.

52. Reference drawings A-115-H and A-438-H. Please confirm the intent of the millwork in room P37 - Warehouse. Is this mean to be an island with two rows of base cabinets?

Response: The intent is to have an island with one row of cabinets facing east per the Millwork Elevation B4 / A-438-H. Construct the base cabinets per the base cabinet portion of the Millwork Section – Base / Upper Cabinet detail B4 / A-441-H. Note: provide a toe-kick setback on all four faces and finish all four faces of the base cabinet with PLAM1 and provide rubber base on all four sides.

53. Reference drawings A-420-H and D3/A-441-H. Typical Sinks at Bathrooms show a PLAM knee guard panel in elevation, but a solid surface panel in section. Which material should be used?

Response: Provide “SS1” solid surface cladding on the knee guards as shown in the section detail D3 / A- 441-H.

55. A water repellent is referenced in Section 03 45 00 Article 1.13.4 in discussion of the precast mockup, but does not appear to be specified or referenced anywhere else in the specification section. Please clarify if a water repellent is to be applied to the Architectural Precast.

Response: Delete sentences #1 and #2 referencing the “water repellant” and “water testing” in Spec Section 03 45 00, Section 1.13.4 Mock-Up.

56. Structural drawing “General Notes” reference a geotechnical report, prepared by Froehling & Robertson, Inc.

dated January 31,2018, and entitled "Final Report of Geotechnical Study, Presidential Aircraft Recapitalization Complex Project.” Please provide this document.

Response: The geotechnical report is written to provide design options to the engineers of record. Boring logs which include information from soils test data and observed water tables have been included in the contract documents. Additionally, pertinent site prep, foundation, slab and paving construction notes have been included in the contract documents. If there is specific information that is required to construct the facility, please advise and release of that information will be considered.

57. We are looking to submit a bid for the Access Control portion of the above-listed project. There is no Access

Control listed in the Specifications manual. However, in the Door Hardware Schedule it says “ACCESS CONTROL BY ANOTHER SECTION” in some Hardware Groups.

This verbiage can be found in Section 08 71 00, starting on page 1194 of the Specifications Manual.

Has an Access Control solution been chosen? Is this project adding to the existing Access Control solution? If so, what is that solution? Has an Access Control provider been chosen?

Response: The Access Control System is Government Furnished Government Installed. Conduit, boxes, power, etc. to support the Access Control System are indicated on the Electrical Drawings (EP, ET and SY Drawings) and are to be provided by the Contractor.

Change wording in Door Hardware Schedule from ACCESS CONTROL BY ANOTHER SECTION to read ACCESS CONTROL BY GOVERNMENT also change wording for the following: DOOR POSITION SWITCH(ES) BY ANOTHER SECTION to read DOOR POSITION SWITCH(ES) BY GOVERNMENT, POWER SUPPLY FOR ACCESS CONTROL BY ANOTHER SECTION to read

POWER SUPPLY FOR ACCESS CONTROL BY GOVERNMENT, ALARM BY ANOTHER

SECTION to read ALARM BY GOVERNMENT, REMOTE RELEASE BY ANOTHER SECTION to read REMOTE RELEASE BY GOVERNMENT, PIR BY ANOTHER SECTION to read PIR BY

GOVERNMENT.

59. BID DATE, AMENDMENT 01-This project contains over 10,000 pages of technical information, and at the project’s current deadline of May 15th, the subcontractor market is struggling to engage adequately to review the documentation and engage on the project. We respectfully ask for an extension of 6 weeks from the date of the issued amendment, and that the amendment be issued expeditiously. This will ensure early subcontractor engagement, and that the subcontractor market to responsibly review the plans and specifications, and submit competitive pricing.

Response: See Amendment 0002.

60. RFI DEADLINE, AMENDMENT 01-We request that the RFI deadline be extended the same number of weeks to allow for clarifications to be submitted and answered within the bidding window.

62. BID SUBMISSION, PRE-BID-At the pre-proposal conference, NAVFAC representation clarified that due to the access restrictions at the bid submission location, NAVFAC would allow the submission of the price schedule via AMRDEC. Would the Navy allow the price schedule to be submitted via e-mail in lieu of

AMRDEC?

65. TECHNICAL CONTENT, AMENDMENT 01, FACTOR 6, PAGE 8-In Factor 6, section (i)(1)(a), it states that offerors shall use "attachment H, Small Business Subcontracting Record". Please confirm Offerors are required to use Attachment G.

Response: Please use Attachment G, Small Business Subcontracting Record.

66. TECHNICAL CONTENT, AMENDMENT 01, FACTOR 6, PAGE 9-In Factor 6, section (i)(2), it states that offerors shall use "attachment I, Small Business Participation and Commitment Strategy". Please confirm Offerors are required to use Attachment H.

Response: Please use Attachment H, Small Business Participation and Commitment Strategy.

68. Section A2/SF204-H states that the view is “At Grid M”. Is the view @ Grid “N” similar?

Response: Confirmed, Yes.

69. Section A1/SF207-H shows the top column on line 4 as W14x82. Section A2/SF204-H shows the column as W14x90. Please verify that size of this column.

Response: W14x90 is correct size.

70. Section A1/SF207-H shows a line of framing members 5’-10” above elev. 201’-8” that are not sized. Please provide sizing.

Response: The missing member sizes are W14x30.

71. Section A1/SF212-H shows a line of framing members 5’-10” above elev. 201’-8” that are not sized. Please provide sizing.

Response: The missing member sizes are W14x30.

72. Drawing SF210 & 211-H shows un-sized members at elevation 201’-8”. Please provide sizing.

Response: The missing member sizes are W14x61 in SF210-H. There is no un-sized members in sheet

SF211-H.

73. Is the parapet framing in Area U (SF113-H) is the same as the parapet framing in Area P (SF111-H)? If not, please clarify Area U.

Response: Yes, they are same.

74. Ref. drawings SF213-H thru SF220-H. It is difficult to differentiate between light gage material, angles, and channels based off the frequent use of (TYP). Please specify material type and size needed at each location?

Response: Typical girt member sizes either C12x20.7 or 12CS3.5 applies to all the girts unless noted otherwise between each grids. The L2x2 or L6x4 is in addition to C12 or 12C. Refer to architectural drawings for exact locations of the angles.

75. For quantifying the elevations of the Admin/Shop Columns, Should the Deck Bearing elevations be used to determine the heights of the columns for the columns not specifically listed in the framing elevation drawings?

Response: Confirmed, Yes.

76. No details shown for the two HSS 8x2x1/4 columns listed on A2/SB117-H.

Response: Refer to C1/SB522-H and B1/SB519-H.

77. Section C1/S-009-H shows a L4x4x1/4 (kicker support) and a L5x5x3/8. Are these angles considered to be clips at the support locations or should they be considered as continuous?

Response: They are clip angles.

78. The amount of $123,450 per day for liquidated damages seems excessive. Is this amount correct? If so, this will likely increase the perceived risk of this project and could increase the contractors’ pricing.

Response: NAVFAC to Respond (FSB notes this value appears excessive and would impact construction cost above our current estimate).

79. Specifications Section 07 42 13 Metal Wall Panels on Page 11, item 2.3.2.3 Exterior Finish Coating shows two exterior finish types / thicknesses. Which of the two is required for this project?

Response: Delete reference to “Vinyl Plastisol”.

80. Specifications Section 07 42 63 Fabricated Wall Panel Assemblies does not show any minimum thicknesses (gauge) for the metal skins for the FWP1 or FBP1 panel types. What is the minimum required thicknesses for the interior and exterior skins for each of these two panel types?

Response: FWP1 - exterior face = 26 ga / interior face = 26 ga.

FBP1 – exterior face = 22 ga / interior face = 26 ga.

81. Specifications Section 07 42 63 Fabricated Wall Panel Assemblies on Page 12, item 2.2.3 Finish (FWP1) line c.

shows two exterior finish types / thicknesses. Which of the two is required for this project?

Response: Delete reference to “Vinyl Plastisol”.

END OF AMENDMENT 0003

(End of Summary of Changes)