Sol_F17PS00539_Amd_000004.pdf

(x)

F17PS00539

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

F01

PORTLAND OR 97232-4181

911 NE 11TH AVENUE

EASTSIDE FEDERAL COMPLEX

FWS, DIVISION OF CONTRACTING AND GE

F01

PORTLAND OR 97232-4181

911 NE 11TH AVENUE

EASTSIDE FEDERAL COMPLEX

FWS, DIVISION OF CONTRACTING AND GE

07/21/2017000004

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, Items 8 and 15, and returning

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

06/26/2017

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.)

Purpose of this amendment is to revise Section J and provide answers to questions from prospective bidders. Of note, Specification Section 08 16 13 (Fiberglass Doors) is provided, Drawing Sheets G-001 and G-002 are updated, the wage determination has been updated, and Lead and PCBs and Asbestos Survey Reports for the two (2) existing buildings are provided.

A separate, future amendment will be issued to address any outstanding questions and requests for information (RFI). As a result of this amendment, the bid due date / time remain unchanged.

POC for this action is Michael Stearns at 503-736-4469.

Continued ...

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)

Michael Stearns

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 .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 19

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

F17PS00539/000004

Legacy Doc #: FWS

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Solicitation No. F17PS00539 Construct Equipment/Storage Building

Hagerman National Fish Hatchery (NFH) – Hagerman, ID

Amendment 000004 July 21, 2017

Amendment 000004 is being issued to modify the solicitation as stated below. Bidders are responsible for having read and considered these modifications in preparation of their bids.

01) Section J, Paragraph J.1 – Replace the table with the following:

Attachment

Number File Name Document Title Date Pages

01 A06 Drawings Hagerman National Fish Hatchery;

Equipment and Storage Building; Issue for Construction

01/30/17 23

02 A06 Specifications Project Manual for US Fish and Wildlife Service; Hagerman New Equipment Storage Building

June 01, 2017 400

03 A06 Report Asbestos Survey of former Admin Building;

Hagerman National Fish Hatchery February 11, 2015 17

04 A06 Report Asbestos Survey of ‘The Barn’; Hagerman National Fish Hatchery February 11, 2015 11

05 A06 Report Lead and PCBs Paint Survey of ‘The Barn’ at Hagerman National Fish Hatchery February 11, 2015 10

06 A06 Report Lead and PCBs Paint Survey of the former Admin Building at Hagerman National Fish Hatchery

February 11, 2015 12

02) Section J, Appendix A – Replace with General Decision Number: ID170022 07/14/2017 ID22. The updated wage determination is included as part of the amendment.

The following are additional work requirements. Offerors shall consider the additional requirements in preparation of their bid.

Additional Requirement 01: Refer to Specification Sections 01 10 00 and 01 50 00

Within thirty (30) days of receipt of the Notice to Proceed (NTP), contractor shall provide two (2) shipping containers (or equal) in good weathertight condition to the Government. Good condition shall mean no significant damage, dents, holes, or structural issues. Containers shall be approximately 20 feet in length with standard swing doors. Containers shall be securable and be painted tan. Contractor shall be responsible for locating and setting the containers at the project site for the Government. Containers shall become the property of the Government at the completion of the project. The purpose of the containers is to provide the Government additional storage capability during the construction period.

The following are answers to questions submitted by prospective offerors. Offerors shall consider the answers in preparation of their bid.

Question 01: Refer to Specification Section 08 36 13, Paragraph 2.2.A.7. and Drawing Sheet 1F-ID-129-204-9.0

The specification reads, “Track: Provide track as recommended by manufacturer to suit loading required and clearances available. a. Size: 1. 2 inch (51 mm). 2. 3 inch (76 mm). b. Type: 1. Vertical lift. 2. High lift.”

Clarification 1: Is the track to be 2 inch or 3 inch or is this up to the door manufacturer to meet the load requirements?

Clarification 2: There does not appear to be enough eave height to allow for a vertical lift door as an option.

Answer 01: The track design shall be up to the door manufacturer to meet the load requirement. The door shall be a high lift door.

Question 02: Refer to Specification Section 13 34 19 and Drawing Sheet G-002

The drawings call for the building to be painted Sherwin Williams colors. Will standard factory colors similar to these colors be permitted?

Answer 02: After award, the contractor may submit a substitution request of an ‘or equal’ paint product. ‘Or equal’ shall meet the performance specification of the Sherwin Williams paint. The contractor may submit proposed colors that are similar to the specified color and match the existing structures at the Hatchery.

Question 03: Refer to Specification Section 13 34 19, Paragraphs 1.2.F.2. and 2.8.D.

Specification Section 13 34 19, Paragraph 1.2.F.2. calls for primer per SSPC Paint 20. Specification Section 13 34 19, Paragraph 2.8.D. calls for white primer applied per SSPC SP-27. Is Behlen standard Dark Gray primer applied per SSPC Paint 15 acceptable? Do we need to submit a substitution request?

Answer 03: Recommend for the offeror’s bid to be priced towards the contract specifications. The specifications require the material to be properly primed before painting. After award, the contractor may submit a substitution request of an ‘or equal’ to the paint specified in the specifications in regards to performance, finish, and warranty.

Question 04: Refer to Drawing Sheet S-003

Stemwall and pedestals are shown as 6” minimum height. What is the base plate bearing height?

Answer 04: The elevation of the top of the concrete pedestal is to be 2971.30 with 1-1/2” grout. The bearing elevation is calculated at 2971.425. There is a minimum 6” high curb around the building, except at the opening. In addition, this curb is higher than 6” as shown on the south and east elevations in order to take out grade.

Question 05: Refer to Specification Section 13 34 19

Specifications Section 13 34 19 does not contain a manufacture’s certification requirement. Most if not all pre-engineered metal building specifications issued by the Federal or State Governments require the pre-engineered metal building manufacturer to be certified under the most current certification process.

Until 2008, this certification was performed by the AISC under the category MB.

The certification of pre-engineered metal building manufacturers was changed in 2008 form the AISC Category MB to the International Accreditation Service AC472. Almost all major manufacturers of pre-engineered metal buildings now have this certification. If a manufacturer currently does not hold a IAS AC472 certification, then they never had an AISC Category MB certification to begin with or they cannot meet the quality requirements.

Please clarify if the pre-engineered metal building manufacturer is required to be certified under the existing IAS AC472 program or if any welding shop with a dog, pickup, and AISC Certified Welders can supply the metal building.

Answer 05: Yes, certification is required.

Question 06: Refer to Specification Section 26 24 16 and Drawing Sheets C-003 and E-002

At the Pre-Bid Walk it was noted where the transformer is for the new electric service to the new equipment storage building to feed the new 400 AMP main panel and meter base. Has Idaho Power Co. reviewed the plans and provided their Engineering solution, as well the cost for this work or has Hagerman NFH already paid for the Engineering and/or the meter connection fee?

Answer 06: Idaho Power has been consulted on the plans and provided a recommended engineering solution;

however, since the project is on Federal property, the awardee (‘contractor’) can propose alternatives to the recommended engineering solution that Idaho Power may approve. The cost must be negotiated directly between the contractor and Idaho Power. To date, Idaho Power only provided the Government an estimated cost for this service that the Government cannot disclose during the bidding process. The contractor shall be responsible for paying any and all connection and/or meter fees.

Question 07: No reference indicated

Experience on prior projects indicates that if the contractor provides the trench and conduit to the meter base, Idaho Power Co. will supply, pull, and terminate the conductors at the meter base and set the meter. Is this the plan for this project?

Answer 07: This would be acceptable to the Government if the contractor is able to negotiate this with Idaho Power. It is up to the awardee (‘contractor’) to negotiate who pulls and terminates the conductors at the meter base and sets the meter. Idaho Power would prefer they perform this work, but are not required to do so under this contract. If the contractor chooses to perform this task, the electrician must be licensed to perform this level of work in the State of Idaho.

Question 08: Refer to Drawing Sheets G-001 and S-003

Sheet S-003 shows Bay 6 as insulated but Sheet G-001 says Bay 6 is uninsulated. Please clarify.

Answer 08: Only the four walls surrounding Bay 7 are insulated. The common wall between Bays 6 and 7 is insulated. Bay 6 has gypsum board on all four walls including the bathroom walls facing Bay 6. The walls and ceiling encompassing the bathroom are insulated as it is a heated space.

Question 09: No reference indicated

What walls of Bay 6 get gypsum board? Does the dividing wall between Bays 5 and 6 get gypsum board on both sides?

Answer 09: The common wall between Bays 6 and 7 is insulated. Bay 6 has gypsum board on all four walls including the bathroom walls facing Bay 6. The walls and ceiling encompassing the bathroom are insulated as it is a heated space.

The common wall between Bays 5 and 6 get gypsum board on the Bay 6 side only. The Bay 5 side has exposed framing.

Question 10: Refer to Drawing Sheets C-003 and C-005

Sheet C-005 indicates asphalt to be replaced but Sheet C-003 states asphalt to remain. Please clarify.

Answer 10: The asphalt shall be demolished up to the saw cut line.

Question 11: Refer to Drawing Sheet C-003

Are all of the trees behind the new building to be removed? Notes on Sheet C-003 do not show the trees just behind the new building to be removed.

Answer 11: Any tree within the construction area can be removed since there is no requirement to protect any of them. In addition, any trees damaged during construction shall be removed to protect the building and personnel in the area. It is up to the awardee (‘contractor’) to determine which trees need to be removed to successfully complete the project.

Question 12: No reference indicated

Is there a disposal site on the Refuge for excess fill and concrete debris?

Answer 12: There are no disposal sites on the Hatchery. Concrete debris and excess fill shall be removed and disposed of offsite.

Question 13: No reference indicated

How much asbestos floor tile is in the building to be demoed?

Answer 13: All asbestos floor tiles in the building are to be demolished, removed, and disposed of. Refer to the asbestos survey included as part of this amendment, titled “Asbestos Survey of “The Barn” – Hagerman National Fish Hatchery.”

Question 14: Refer to Drawing Sheet C-003, Note 2

Sheet C-003 shows Note 2 inside the building. How does this note apply to the building?

Answer 14: This should be Note 7.

Question 15: Refer to Specification Section 01 10 00 and Division 08 and Drawing Sheet S-003

There is not a specification on the interior doors (i.e. bathroom and door immediately north between Bays 6/7) or hardware for these doors. There is a callout in Specification Section 01 10 00 – 1, Item 2b, for the bathroom door only to be fiberglass, but no further information on that door or the door to the north. Please advise. See attached drawing.

Answer 15: The door is the common wall between Bays 6 and 7 is to be a pre-assembled metal door per Specification Section 08 11 15. For the bathroom door, please refer to the attached, Specification Section 08 11 13 (Fiberglass Doors).

Question 16: Refer to Drawing Sheet C-003, Detail 1

Plan Sheet C-003, Detail 1 shows several trees around the existing garage. There is a note that seems to indicate that the existing trees south of the dirt road behind the garage are to be saved and protected.

There is a set of trees shown on the plans to the immediate southwest of the existing building. There is no note indicating if these trees are to be saved and protected or demolished and removed.

There is another set of trees shown on the plans a bit further west of the aforementioned trees with no note. The note on these trees on the plans indicate that these trees are to be demolished and removed.

Please clarify. Please see the attached picture.

Answer 16: Refer to Answer 11. In addition and per the recommendation within the RFI, the Government is okay if the trees closest to building be demolished and removed.

Question 17: Refer to Specification Section 02 82 13

Was there a HazMat Survey done at either the Old Administration Building or the Existing Garage? If so, can we have a copy of the HazMat Survey Report?

Answer 17: Yes. Copies of the report are attached to Amendment 000004.

Question 18: No reference indicated

Is the trenching conduit and wire for the underground power form the power pole to the new shop coordinated with and completed by Idaho Power? Our electrician has not found where it shows it on the electrical or utility drawings or the specifications.

Answer 18: Refer to Answer 06, except for the last sentence.

Question 19: No reference indicated

Has USFWS & Idaho Power determined the existing transformer at the designated power pole (not shown on the drawings) is sufficient for the power requirements of the new building?

Answer 19: Yes.

Question 20: No reference indicated

At the Pre-Bid Meeting, Mr. Moriarty – COR, noted that the contractor should secure all required permits from the City of Hagerman and coordinate all inspections with them. In contacting the City of Hagerman, we learned that the NFH is outside of the city’s jurisdiction and were directed to contact Gooding County. In talking with Gooding County we learned they do have jurisdiction for this area of Gooding County, but their ordinance does not allow them to provide permitting and inspection services for Federal or State-owned lands. The State of Idaho Department of Building Safety has the jurisdiction for electrical, plumbing, and HVAC permits in Gooding County, but they have not responded as to whether they will provide inspections for this project.

How does USFWS want the bidders to address building permits for this project?

Answer 20: No permits shall be required to be pulled from the City of Hagerman since the Hatchery is outside the city limits. If Gooding County has ordinances that prevent them from providing permitting and inspection services to Federal lands, no permits shall be required to be pulled from Gooding County; however, permits, connection fees, meter fees, etcetera have been required for electrical connections, water connections, communications, and the sewage systems to allow them to be connected to the utility providers. The contractor is responsible for all utility connections and the associated fees required for making necessary connections. The contractor shall be responsible for paying any and all connection and/or meter fees.

Question 21: No reference indicated

Demolition of one of the building is near the water. Are there any special requirements for demolition?

Answer 21: The only special requirement is to protect the water. No debris or runoff shall flow directly to the water during the demolition activities. Install a straw wattle along the top of the bank to prevent debris from flowing into the water during rain events.

Question 21: Refer to Specification Sections 03 30 00 and 13 44 00 and Drawing Sheets S-001 thru S-004

The concrete design does not appear to be adequate for the building uplift and the curb on top of the slab is inefficient. Can alternate, engineered designs be proposed that meet the apparent design criteria?

Answer 21: There are no special demolition requirements directed by the Government; however, it shall be the contractor’s responsibility to not allow any contaminates to enter and/or pollute the waterway.

Question 22: No reference indicated

Do vehicles need any special cleaning or sanitization to enter the project site?

Answer 22: No, but equipment shall be cleaned prior to entering the Hatchery area. For example, an excavator that arrives at the Hatchery cannot have large amounts of soil, debris or other contaminates attached to it. A simple wash rack cleaning prior to arriving on site is all that is required.

Question 23: No reference indicated

Does the contractor need to bring water or power to the site or will these be provided by the Government?

Answer 23: The contractor shall not be allowed to bring any water from offsite onto the Hatchery for construction purposes. If the contractor chooses to use a wet system during demolition to reduce dust, the Government will provide the water. The Hatchery has the ability to fill most water trucks/trailers. Reasonable amounts of power shall be provided, but contractor may be required to provide their own temporary connections. Refer to FAR Clause 52.236-14 for additional information.

Question 24: No reference indicated

Can contractors use the existing restrooms onsite?

Answer 24: No. Contractor is responsible for providing their own, temporary restroom facilities.

Question 25: No reference indicated

Can contractors setup temporary living accommodations at the Hatchery or use the Government’s temporary bunkhouse during construction.

Answer 25: No.

Question 26: No reference indicated

The unfinished Bays 1-5 do not show roof insulation. This will allow condensation and create “rain” in the bays. Is this intended?

Answer 26: Manual louvers are required (see revised Drawing Sheets G-001 and G-002). The louver size is 3’ x 3’. Roof insulation is not required in the exposed bays?

Question 27: Refer to Drawing Sheet E-003

Sheet E-0003 has a comment in Bay 1 that states, “PROVIDE HORNS AND STROBES RATED FOR CLASS 1, DIVISION 2 HAZARDOUS INSTALLATION.” No other electrical sheet mentions Class 1, Div. 2. Please clarify where the hazardous areas are and if all electrical in those areas is required to be Class 1, Div. 2 rated.

Answer 27: Horns and strobes rated for Class 1, Division 2 are not required. There are no classified or hazardous locations in this building; however, horns and strobes are still required, just not Class 1, Division 2.

Question 28: Refer to Section J, Appendix A and FAR Clause 52.222-6 (Construction Wage Rate Requirements)

I had an electrician that was looking at the project, but said they could not bid it because they do not have their public works license. Is this the case or do they just need to follow the Davis-Bacon wage rates?

Answer 28: Unless an exemption applies, all workers shall be paid not less than the prevailing wages (i.e.

Construction Wage Rate Requirements). The contractor is responsible for classifying all workers based on the work actually performed, without regard to skill, except as provided in FAR Clause 52.222-9 (Apprentices and Trainees).

Question 29: No reference indicated

Are there applicable liquidated damages for this contract? I wasn’t able to find any information regarding LDs in the solicitation.

Answer 29: There are no liquidated damages included in the solicitation and resulting contract.

Figure 1: Attached drawing referenced in Question 15.

Photo 1: Attached photo referenced in Question 16.

July 20, 2017 08 11 13 - 1 Hagerman National Fish Hatchery Issue for Construction Storage Building Project

SECTION 08 16 13

FIBERGLASS DOORS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Pre-Assemgled fiberglass Door.

2. Non-fire rated sytem.

B. Related Sections:

1. Section 06 10 00 - Rough Carpentry: Framed door openings, placement of anchors.

2. Section 06 20 00 - Finish Carpentry: Door trim and moldings.

3. Section 09 9000 - Painting and Coating: Field painting of doors.

1.2 COORDINATION

A. Coordinate Work of this Section with door opening construction and door hardware installation.

1.3 SUBMITTALS

A. Product Data: Submit frame and door configurations, core materials, hardware, and finishes.

B. Shop Drawings: Indicate elevations, location of cut outs for hardware, cut outs and reinforcement for door hardware.

C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

D. Welders' Certificates: Certify welders and welding procedures employed on the Work, verifying AWS QC7 qualification within previous 12 months.

E. Test and Evaluation Reports: Provide test data to indicate compliance with specified air and water leakage performance requirements.

F. Manufacturer's Instructions: Submit special installation instructions.

1.4 QUALITY ASSURANCE

A. Overall Standards: Comply with ANSI/AAMA/101/I.S.2, except where noted herein.

PART 2 PRODUCTS

2.1 Manufacturer List:

A. Milgard Manufacturing, Inc.

B. JELD-WEN.

July 20, 2017 08 11 13 - 2 Hagerman National Fish Hatchery

C. Masonite.

D. National Door Company.

E. Or approved equal.

2.2 MATERIALS

A. Fiberglass: AAMA 305 glass fiber reinforced thermoset profile.

2.3 SYSTEM DESCRIPTION

A. General Performance Requirements: Products and systems provided must be manufactured, fabricated, and installed to the following performance criteria:

1. Comply with ANSI/AAMA/NWWDA 101/I.S.2, except as noted herein

2.4 DOOR TYPES

A. ADA Qualified Swing Door

1. Fin Type: 1-3/8” nail fin setback] [1” nail fin setback] [2-1/4” Z-bar] [1-3/4” Z-bar]

2. Frame: 5-15/16” minimum depth. Multi-chambered fiberglass pultrusion.

3. Panel:

a. Top Rail: 4-3/16” x 1-3/4”. Multi-chambered fiberglass pultrusion.

b. Bottom Rail: 8-5/8” x 1-3/4”. Multi-chambered fiberglass pultrusion.

c. Stiles: 4-3/16” x 1-3/4”. Multi-chambered fiberglass pultrusion.

d. Reinforcement: Extruded aluminum profiles at corners and lock. Corner reinforcement shall engage rails minimum 4” and stiles minimum 10”.

4. Sill: 5-7/8” x 1/2” high. Multi-chambered fiberglass pultrusion.

5. Sightlines: Equal for operating and fixed panel(s).

6. Structural Class: SHD-PG40

B. Hardware:

1. Handle and lock: interior and exterior pull with lever-operated 2-point jamb lock.

2. Hinges: Two-way adjustable lift-off hinges.

3. ADA compliant locking handle.

2.5 FABRICATION

A. Fabricate frames and panels with milled and mitered joints and mechanically joined corners.

B. Trim and finish corners and welds to match adjacent surfaces.

2.6 FINISH

A. Frame and Panel Color:

1. To be determined.

B. Hardware supplied by manufacturer

1. Brushed Chrome

2. Or otherwise determined by owner.

July 20, 2017 08 11 13 - 3 Hagerman National Fish Hatchery

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine openings in which windows will be installed.

1. Verify that framing complies with AAMA 2400 (Mounting Flange Installation) &

AAMA 2410 (Flush Fin Installation).

2. Verify that fasteners in framed walls are fully driven and will not interfere with window installation.

B. Coordinate with responsible entity to correct unsatisfactory conditions.

C. Commencement of work by installer is acceptance of substrate conditions.

3.2 INSTALLATION

A. Install doors in framed walls in accordance with AAMA 2400 or AAMA 2410.

3.3 CLEANING AND FINISHING

A. Remove temporary labels and retain for Closeout Submittals.

B. Clean soiled painted surfaces and glass using a mild detergent and warm water solution with soft, clean cloths.

END OF SECTION