NNL16560334E_Amend_5.pdf

Items 8 and 15, and returning ___________

(x)

NNL16560334E

x x

1 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 ACKNOWLEDGEMENT 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.

x

LARC

Hampton VA 23681-2199 M/S 12 5 Langley Blvd., Bldg. 2101 NASA/Langley Research Center

N/A000005

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is 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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

11/11/2015

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

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

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

Krista Y. Jensen

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

01/28/2016

The purposes of this amendment are to:

I. Post Questions and Answers attached hereto in response to the solicitation.

II. Reference Part II, Section I – Contract Clauses. FAR 52.232-18, Availability of Funds (APR 1984) is hereby deleted in its entirety as funding is available.

III. Reference Part II, Section J.1, Exhibit A. The following changes are hereby made:

a. Section 08 14 00 Wood Doors attached hereto is hereby incorporated into Exhibit A Specifications.

b. Section 08 41 13, Paragraph 1.3.2.2, Impact Resistance, is hereby deleted in its entirety. Delete Page 7 of this section and replace with the revised Page 7 attached hereto.

IV. All other terms and conditions remain unchanged.

Bidders are reminded to acknowledge receipt of all amendments in accordance with Item 11 above.

Question # QUESTION ANSWER

Exhibit B Drawings: With regard to plan sheets A101a, A101b, A102a, & A102b: There are wall type references (OF658S) sporadically shown at the exterior walls. Is it the intent to have all the interior perimeter wall surfaces finished floor to deck? Or only where this wall type is specifically shown? There are also “Note 13” tags sporadically shown. Is this note to be typical or only where they are specifically noted? It is unclear, because there are double lines indicating partitions in some areas and not in others.

Per industry standard notation, wall type references are typical for the length of walls as indicated. Per details on sheet A- 611, this is a full height partition, floor slab to slab above.

Note 13 tags indicate locations of rated enclosures for columns and framing associated with support of shaft penetration enclosures in addition to detail references.

Exhibit B Drawings:“CLG-1” is listed as an OPTION and we are told to NOT include it in the scope of work. On the finish schedule (A-700) many rooms are scheduled to receive CLG-1 and be painted PT-3. Should we assume the entire ceiling/deck in these rooms are to be painted PT-3 and ignore CLG-1?

CLG-1 is in the scope of the firm fixed price amount of the contract, is not an optional item, and shall be priced in the Total Bid Price. The contractor shall paint ceiling/decks PT-3.

The solicitation has no bid options.

Exhibit A Specifications Section 07 81 00: Spray-Applied Fireproofing:

We could not find any fire rated details or notes showing or mentioning spray –applied fireproofing. Are the structural steel and steel deck augmentations required to receive spray-applied fireproofing?

The contractor shall comply with floor plan key note number 13 referencing details 1, 10 and 11 on A-500. Also refer to G- 002, General Note number 22.

Exhibit A Specifications Section 23 09 53.00 20 Page 27: 1. States to provide high-speed actuators for laboratory terminal unit actuators. With no variable volume fume hoods, only constant volume exhaust snorkels, fast acting actuators will cost considerably more and will not provide better control for this application. Will standard actuators be accepted?

Lab grade high speed actuators for laboratory terminal unit actuators are required as specified. Standard actuators will not be accepted.

Exhibit A Specifications Section 23 09 53.00 20 Page 26 2.f: Requires a fail-safe option on the valve to fail either open or close as noted on project plans. The plans did not specify the fail safe position. Since this is a constant volume exhaust system will valves that fail in the last position be accepted?

Actuators associated with exhaust shall fail open. Preheat valves shall fail open. All others shall coordinate with the control sequence or default to fail close.

Exhibit B Drawings Page M-602: Under the Steam and Condensate Pump Sequence of Control it states the steam pressure reducing stations shall modulate to maintain steam pressure. This is typically achieved by two mechanically operated steam pressure reducing valves. Please clarify that this sequence is not applicable to BAS control of the steam pressure reducing valves.

The BAS shall control the sequencing of the PRVs per the sequence defined on sheet M-602.

Exhibit B Drawings Page M-606: Shows points for the condensate recovery pumps. There is no means for BAS control with this type of pump. Please confirm no BAS control of condensate pumps.

Condensate recovery pumps shall be provided with internal controller and operate independent from the BAS. BAS shall monitor for Alarms.

Exhibit B Drawings Page M-602: Shows pressure sensors on the supply and return piping out of each heat exchanger. The points list for the hot water system calls for steam pressure. Please clarify that the desired pressure readings are located on the low pressure steam going into each heat exchanger and not on the hot water side of the heat exchangers.

Pressure sensors shall be located on the supply and return piping on the steam and hot water side to monitor the pressure drop through the exchanger.

Exhibit B Drawings: The points list on page M-606 calls for a bypass valve on the hot water system. There is no hot water bypass valve shown on page M-602. With only two-way hot water valves on the controlled equipment, a bypass valve will maintain minimum flow through the heat exchangers. Please clarify whether a hot water bypass valve is required, and if so provide its location and size.

A bypass valve on the hot water side is not required. The points list on page M-606 is referring to the bypass on the steam side upstream of the heat exchanger.

Currently, building 1230 already has a new Trane DDC system. This system is currently interfaced to the base wide Trane ES server located at NASA B1215. This system is also integrated into the base wide Global Information system (GIS) System. Is it the intent for the BAS system under this project to be an extension of the existing BAS system and fully interfaced to the base wide server and GIS system?

The BAS system is an extension of the existing BAS system and fully interfaced to the base wide server system. The BAS requirements are established in Exhibit A Specifications Section 23 09 53.00 20, page 6, paragraph 1.4.

Exhibit B Drawings: 11 fire/smoke combination dampers and 2 smoke dampers are shown on the HVAC equipment. On drawing E-220A and E- 221A 120V connections are shown to 7 of these fire/smoke combination dampers. Please confirm that the remaining 6 fire/smoke dampers have 120V connections by division 26.

Yes, all fire/smoke combination dampers require a 120V connection.

Are specifications for the Wood Doors available? Section 08 14 00 Wood Doors is incorporated into Exhibit A

Specifications via Amendment 5.

13 Exhibit B Drawings: Please confirm Door Type & Frame Type for Door 133-3.

Per Door Schedule on sheet A-600, door type 1 and frame type B.

14 Exhibit B Drawings: Please confirm CLG-1 is “Not-in-Contract” per ceiling legend in A-110 thru A-112

CLG-1 is to be priced in the Total Bid Price. There are no bid options.

15 Exhibit B Drawings: Please provide Dwg A-200 Exterior Elevation. Provided as part of Amendment 000002, dated 12/18/2015.

16 Exhibit B Drawings: Request Specification 115360 for Snorkel as stated in DWG Q-402

The snorkel (EQ-01) is specified in Exhibit A Specifications Section 12 36 10.

17 Exhibit B Drawings: Please clarify locations of the Defibrillator Cabinets. See Exhibit B Drawings Sheet FA-101B and FA-102B for proposed locations in Lobby H1A and Lobby H2A.

Exhibit A Specifications Section 12 24 13- Roller Window shades:

Please provide locations, sizes, and quantities of Roller Window Shades.

There is a key legend on the RCP plans referring to them but no discernible way to locate or quantify them. Please clarify a Window Schedule, including widths, heights, locations of the shades? Pocket or no for mounting? Are there manual or motorized shades and clarification of light filtering, fabric. and openness?

A window schedule is not required. Refer to sheet A-101a Floor Plan Keynote 6 and details 8 and 9 on sheet A-500.

There are no manual or motorized roller shades on the project.

Exhibit A Specifications 07 81 00 and Exhibit B Drawings Fire Protection Note 22 in G-002:, States a 1-hour intumescent paint on “Beams and columns”. Please clarify and show the intended extent of this requirement. Does this apply to the whole second floor and roof framing plans?

The 1-hour fireproofing applies to areas of the structure that are specifically rated at exit stairs, mechanical shafts and at elevator hoistways only. This does not apply to the whole second floor and roof framing only at specific areas. Per sheet G-002, Fire Protection Note 22: PROVIDE A 1-HOUR

INTUMESCENT PAINT ON BEAMS AND 1-HOUR FIRE

CONSTRUCTION FOR ALL STRUCTURAL COLUMNS FOR

MECHANICAL SHAFTS. All structural members supporting rated shafts shall be fire rated per the notes and details. For beams meet UL 263 DESIGN NO. N613, for columns meet UL

263 DESIGN NO. X526.

Exhibit B Drawings: The SS-4.5 slab infills, on S-101, along column line C, are only 12” wide. This is too narrow to install the support angles for the deck, per Detail 7 on S-301. Demo Plan Note #6 tells us to infill existing floor openings less than 2’-0” in width or length by fastening a 3/8” steel plate to the underside of the flat slab, with Hilti Anchors. In this case it would be the bottom of the beam. Please clarify that these openings should be infilled per Note #6.

The slab infills on sheet S-101 along column line C are at a concrete beam and Demo Plan Note #6 would apply in this case.

Confirm that the 2nd floor and roof slabs are slabs-on-deck and provide the depth of the exiting slabs.

Reference Sec 01 33 00 Paragraph 1.3.5, Contractor's responsibilities, regarding field verifications.The 2nd floor and roof slabs are a combination of concrete slab on steel decking and formed concrete on steel beams which shall be verified in the field and the slab depth is variable and shall also be verified in the field.

Request clarification for support of the galvanized deck for the narrow SS-

4.5 slab infills on S-102, along column line C.

At this specific location along column line C there are double steel beams along the column line. The design intent is to place steel decking attached to the steel beams and in-fill with normal weight concrete topping.

The infill of small holes on S-101 with self-leveling topping concrete, per Demo Plan Note #6, may not be feasible the holes will be 7.5” to 8” deep.

Regular concrete may work better. The self-leveling topping concrete is used more for patching or leveling of a floor, with a thickness of up to ¼” or up to an inch with aggregate added.

The depth of small opening are variable and shall be verified in the field. Use self-leveling concrete topping where depressions are less than 1-inch and use normal weight concrete topping with a bonding agent for depressions more than 1-inch.

How deep are the depressions on S-101, to be infilled, per Demo Plan Note 5, with self-leveling concrete topping? If they are only about an inch, the self-leveling topping concrete will work, but if they are over an inch, regular concrete with a smaller aggregate will work better. Contractor would need to apply an epoxy bonding agent, which is standard practice.

The self-leveling topping concretes are made more for leveling or patching a floor and not made for depths of over an 1”. Please clarify the depth of the depressions and if the regular concrete can be used, with a bonding agent, when the depth is over an 1”.

The depth of depressions are variable and shall be verified in the field. Use self-leveling concrete topping where depressions are less than 1-inch and use normal weight concrete topping with a bonding agent for depressions more than 1-inch.

Request clarification on the storefront. The specifications state the basis of design is a Kawneer 451T storefront, which is not a large missile impact system. However, further the Specifications call for a large missile impact system. Please clarify what is required. If impact resistant is required, is it blast related, which would require Stand Off Distance and explosive category?

Correction made to specification. Section 08 41 13, Paragraph 1.3.2.2, Impact Resistance, is deleted via Amendment 5. The basis of design Kawneer 451T meets the requirements in ASTM E1886 and ASTM F1642. There are no additional stand-off or blast requirements for the storefront glass.

B1230 East Wing - (D320)Safety Critical Avionics System

NASA Langley Research Center

SECTION 08 14 00

WOOD DOORS

08/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E2226 (2015a) Standard Practice for Application of Hose Stream

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 105 (2016) Standard for Installation of Smoke Door Assemblies and Other Opening Protectives

NFPA 252 (2012) Standard Methods of Fire Tests of Door Assemblies

NFPA 80 (2016) Standard for Fire Doors and Other Opening Protectives

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION (NASA)

NASA-STD-8719.11 Safety Standard for Fire Protection

LANGLEY RESEARCH CENTER (LaRC)

LPR 1710.11 Fire Protection Program

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS Scientific Certification Systems (SCS)Indoor Advantage

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED GBDC Ref Guide (2009; R 2010) LEED Reference Guide for Green Building Design, Construction and Major Renovations of Commercial and Institutional Buildings including Core & Shell and K-12 Projects

LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System

SECTION 08 14 00 Page 1

UL ENVIRONMENT (ULE)

ULE Greenguard UL Greenguard Certification Program

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint Feb 2015) Fire Tests of Door Assemblies

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

ANSI/WDMA I.S.1A (2013) Interior Architectural Wood Flush Doors

WDMA I.S.4 (2013) Preservative Treatment for Millwork

WDMA TM-7 (2008) Cycle Slam Test Method

WDMA TM-8 (2008) Hinge Loading Test Method

1.2 SUBMITTALS

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES.

SD-02 Shop Drawings

Doors; G

Submit drawings or catalog data showing each type of door unit .

Drawings and data shall indicate door type and construction, sizes, thickness, methods of assembly, and glazing,.

SD-03 Product Data

Doors; G

Accessories

Water-resistant sealer

Sample warranty

Fire resistance rating; G

Certification

Local/Regional Materials; (LEED NC)

LEED documentation relative to local/regional materials credit in accordance with LEED GBDC Ref Guide. Include in LEED Documentation Notebook.

SD-04 Samples

Doors

Prior to the delivery of wood doors, submit a sample section of each type of door which shows the stile, rail, veneer, finish, and core construction.

SECTION 08 14 00 Page 2

SD-06 Test Reports

Cycle-slam

Hinge loading resistance

Submit cycle-slam test report for doors tested in accordance with WDMA TM-7, and hinge loading resistance test report for doors tested in accordance with WDMA TM-8.

1.3 SUSTAINABLE DESIGN CERTIFICATION/DOCUMENTATION

Product shall be third party certified in accordance with ULE Greenguard, SCS Scientific Certification Systems Indoor Advantageor equal.

Certification shall be performed annually and shall be current.

1.4 LOCAL/REGIONAL MATERIALS

Use products extracted, harvested, or recovered, as well as manufactured, within a 500 mile radius from the project site, if available from a minimum of three sources. Refer to Section 01 33 29 LEED DOCUMENTATION for cumulative total local material requirements.

Wood doors may be locally available.

1.5 DELIVERY, STORAGE, AND HANDLING

Deliver doors to the site in an undamaged condition and protect against damage and dampness. Stack doors flat under cover. Support on blocking, a minimum of 4 inch thick, located at each end and at the midpoint of the door. Store doors in a well-ventilated building so that they will not be exposed to excessive moisture, heat, dryness, direct sunlight, or extreme changes of temperature and humidity. Do not store in a building under construction until concrete, masonry work, and plaster are dry.

Replace defective or damaged doors with new ones.

1.6 WARRANTY

Warrant doors free of defects as set forth in the door manufacturer's standard door warranty.

PART 2 PRODUCTS

2.1 DOORS

Provide doors of the types, sizes, and designs indicated free of urea-formaldehyde resins.

2.1.1 Flush Doors

Conform to ANSI/WDMA I.S.1A for flush doors. Provide hollow core doors with lock blocks and 1 inch minimum thickness hinge stile. Hardwood stile edge bands of doors receives a natural finish, compatible with face veneer. Provide mill option for stile edge of doors scheduled to be painted. No visible finger joints will be accepted in stile edge bands.

When used, locate finger-joints under hardware.

SECTION 08 14 00 Page 3

2.1.1.1 Interior Flush Doors

Provide particleboard core, Type II flush doors conforming to ANSI/WDMA I.S.1A with faces of sound grade hardwood or hardboard for painted finish.

2.1.2 Fire Doors

Provide doors specified or indicated to have a fire resistance rating conforming to the requirements of UL 10B, ASTM E2226, or NFPA 252 for the class of door indicated. Affix a permanent metal label with raised or incised markings indicating testing agency's name and approved hourly fire rating to hinge edge of each door.

2.2 ACCESSORIES

2.2.1 Door Light Openings

Provide glazed openings with the manufacturer's standard wood moldings. Provide moldings on the exterior doors with sloped surfaces.

Lip type moldings for flush doors. Door light opening not to exceed the square inches allowed based on its fire rating and NFPA.

2.2.2 Additional Hardware Reinforcement

Provide the minimum lock blocks to secure the specified hardware. The measurement of top, bottom, and intermediate rail blocks are a minimum 125 mm 5 inch by full core width. Comply with the manufacturer's labeling requirements for reinforcement blocking, but not mineral material similar to the core.

2.3 FABRICATION

2.3.1 Marking

Stamp each door with a brand, stamp, or other identifying mark indicating quality and construction of the door.

2.3.2 Quality and Construction

Identify the standard on which the construction of the door was based and identify doors having a Type I glue bond.

2.3.3 Preservative Treatment

Treat doors scheduled for restrooms, janitor closets and other possible wet locations including exterior doors with a water-repellent preservative treatment and so marketed at the manufacturer's plant in accordance with WDMA I.S.4.

2.3.4 Adhesives and Bonds

ANSI/WDMA I.S.1A. Use Type I bond for exterior doors and Type II bond for interior doors. Provide a nonstaining adhesive on doors with a natural finish.

SECTION 08 14 00 Page 4

2.3.5 Prefitting

Provide factory prefitted doors for the specified hardware, door frame and door-swing indicated. Machine and size doors at the factory by the door manufacturer in accordance with the standards under which the doors are produced and manufactured. The work includes sizing, beveling edges, mortising, and drilling for hardware and providing necessary beaded openings for glass and louvers. Provide the door manufacturer with the necessary hardware samples, and frame and hardware schedules to coordinate the work.

2.3.6 Finishes

2.3.6.1 Field Painting

Factory prime or seal doors, and field paint.

2.4 SOURCE QUALITY CONTROL

Meet or exceed the following minimum performance criteria of stiles of "B" and "C" label fire doors utilizing standard mortise leaf hinges:

a. Cycle-slam: 200,000 cycles with no loose hinge screws or other visible signs of failure when tested in accordance with the requirements of WDMA TM-7.

b. Hinge loading resistance: Averages of ten test samples not less than 700 pounds load when tested for direct screw withdrawal in accordance with WDMA TM-8 using a No. 12, 1-1/4 inch long, steel, fully threaded wood screw. Drill 5/32 inch pilot hole, use 1-1/2 inch opening around screw for bearing surface, and engage screw full, except for last 1/8 inch. Do not use a steel plate to reinforce screw area.

PART 3 EXECUTION

3.1 INSTALLATION

Before installation, seal top and bottom edges of doors with the approved water-resistant sealer. Seal cuts made on the job immediately after cutting using approved water-resistant sealer. Fit, trim, and hang doors with a 1/16 inch minimum, 1/8 inch maximum clearance at sides and top, and a 3/16 inch minimum, 1/4 inch maximum clearance over thresholds.

Provide 3/8 inch minimum, 7/16 inch maximum clearance at bottom where no threshold occurs. Bevel edges of doors at the rate of 1/8 inch in 2 inch. Door warp shall not exceed1/4 inch when measured in accordance with ANSI/WDMA I.S.1A.

3.1.1 Fire and Smoke Doors

Install fire doors in accordance with NFPA 80. Install smoke doors in accordance with NFPA 105. Do not paint over labels.

-- End of Section --

SECTION 08 14 00 Page 5