Amend 0007.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

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

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

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 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 your 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 APPROPIRATION DATA (If required)

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

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

CHECK ONE 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.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 21

AMENDMENT NO. 0007 06/25/24 21-0036

N40085

NAVFAC Mid-Atlantic Resident Officer in Charge of Construction 1005 Michael Road Camp Lejeune, NC 28547-2521

See Item 6

✘ N40085-24-R-2708

05/29/24

21-0036, P1594 Repair by Replacement RR1, MCB Camp Lejeune

Amendment 0007, RFI answers.

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

See Continuation Page(s)

N40085-24-R-2708 Amendment 0006

CONTINUATION SHEET

1. QUESTION: A-201 references Precast Architectural Concrete Base, A2/A-508 and A2/A-604 references Cast Stone Water Table. Please confirm that both terminology is synonymous with precast architectural product.

ANSWER: Correct. Synonymous for precast architectural product.

2. QUESTION: A-201 references Precast Architectural Concrete Base, A2/A-508 and A2/A-604 references Cast Stone Water Table. Can Architectural split face CMU be utilized in lieu of the precast, as other adjacent newer buildings utilize this component.

ANSWER: This project has SHPO requirements. Split face CMU cannot be used.

3. QUESTION: A-302 C4/A-302; Construction Keynote #5, Light Gauge Trusses tag is shown on two interior squares. Please confirm what this item is.

ANSWER: These "interior squares" should be indicated as Keynote 3 - Toilet Partitions.

4. QUESTION: I-101 & I-102 Furniture Note D; It is understood that Audio-Visual rough-ins, electrical components and in-wall blocking is required for government GFGI TV's, however who is responsible for providing the TV mounts and what should those be if by the contractor under the base bid?

ANSWER: TV mounts are GFCI.

5. QUESTION: I-101 & I-102 For FFE item (E1) Top load washer please provide the demarkation point for what is to be installed by the FFE vendor. I.e. should it be assumed that all rough-ins and components to the face of the wall are CFCI and all supply hoses and electrical cords including installation and adjustments are per the FFE vendor?

ANSWER: The stated assumption is correct.

6. QUESTION: I-101 & I-102 For FFE item (E2) Front load dryer please provide the demarkation point for what is to be installed by the FFE vendor. I.e. should it be assumed that all rough-ins and components to the face of the wall are CFCI such as the plenum box and associated electrical and all secondary duct/vent material and electrical cords including installation and adjustments are per the FFE vendor?

ANSWER: The stated assumption is correct.

7. QUESTION: I-101, I-102, I-105 and I-106 Furniture Note K, I-101 and I-102; Are markerboards FFE or CFCI? There are Keynotes on the I-105 & I-106 that depict locations but want to be clear if these are CFCI.

ANSWER: Markerboards are CFCI.

8. QUESTION: Please extend the PPI period to at least one day after the site visit on June 20, 2024.

ANSWER: Proposal due date remains unchanged.

9. QUESTION: It is understood that this project went out to bid previously via other contracting means. Can the government publish any PPI responses that were not conformed in the drawings/specs/RFP since that solicitation?

ANSWER: All were conformed for the design documents.

10. QUESTION: CU101, MP401, P-202 Drawing CU101 does not appear to show the site Gas line.

There is a 1" NG line shown on A3/MP402 but where does it get routed to at an existing location?

Is there a meter required? Do the Domestic Water Heaters need gas run to them? Nothing is shown on MP401, except to NG boilers B-1 and B-2.

ANSWER: Gas meter to be provided by utility company. Plans and notes have been revised to show meter and gas piping to domestic water heaters. Gas riser and emergency gas shutdown switch detail have also been added.

11. QUESTION: P-101 P-101: Plan Note 1 says "4"W to site Utility". Please verify this should read "4" S" for sanitary.

ANSWER: Sheet P-101 has been revised.

12. QUESTION: FX501, 21 13 13 FX501, detail A2 notes ductile iron for underground fire water.

This should be Welded Stainless Steel per 21 13 13 -2.2.1 correct?

ANSWER: 21 13 13 - 2.2.1 states that piping must comply with NFPA 24 and that a continuous welded stainless steel fire water service riser is permitted. It is not limiting the underground fire water to welded stainless steel.

13. QUESTION: P-601 shows Vacuum Breakers on the schedule, but not shown on the plans. Are these only required on hose bibs?

ANSWER: Correct.

14. QUESITION: P-601 Please verify FD-B (Floor Drain) is not required.

ANSWER: Correct. FD-B is not required.

15. QUESTION: A3 & C3, MP402 Will the CHWR and CHWS pipe shown on details A3 and C3 above ground need any steel and concrete supports?

ANSWER: Detail has been included. Provide piping supports for unsupported section of piping from equipment to exterior wall supports.

16. QUESTION: A-601 Door numbers #110 and #116 are listed in the door hardware specifications but are not listed in the door schedule on A-601. Please provide door information for these openings that are missing on A-601.

ANSWER: Sheet A-601 has been revised. MBFA

17. QUESTION: The door schedule on A-601 shows most of the steel doors as a type G door. A door type G elevation is not provided on detail D4/A-601. Please provide a door type G layout.

ANSWER: Sheet A-601 has been revised. MBFA

18. QUESTION: 07 61 15.00 20 - 1.8 07 61 15.00 - 0 - 1.8 notes that a Manufacturer’s 30 year warranty is required in additional to a 2 year contractor installation warranty. Please confirm the 2 year contractor installation warranty can be provided by the Roof Installer, which may not be the prime contractor.

ANSWER: 2 year contractor installation warranty may be provided by the Roofing Contractor.

19. QUESTION: 07 61 15.00 20 - 1.8 states a 30 year manufacturer's warranty and a 2 year contractor installation warranty. Section 2.7.5 notes a manufacturer's 10 year material coverage warranty and a 3 year installer warranty. Please confirm the warranty period.

ANSWER: Provide 30 year manufacturer's warranty and a 2 year contractor installation warranty.

20. QUESTION: The RFP does not state how to submit the proposal (via email, PIEE, etc.). Please confirm how proposal shall be delivered.

ANSWER: Previously provided Amendment stated how proposals shall be submitted and the addressee.

21. QUESTION: The RFP provides a letter template that has a Total Price line at the bottom. Please conform that this Total Price line is to be the total of ELIN 0001 and ELIN 0002 from the bid form.

ANSWER: Confirmed, total price overall for ELIN 0001 and ELIN 0002

22. QUESTION: B5/A-303 Wall Section B5/A-303 shows the second-floor elevated slab abutting some exterior sheathing at the second-floor elevation. No firestopping is shown at this location.

Please confirm if the perimeter of the second-floor elevated slab will need to be fire stopped.

ANSWER: Firestopping at this location is only required where a necessary to maintain the rating of a particular space. Firestopping is not require at this detail throughout the project.

23. QUESTION: C5/A-303 Wall Section C5 on A-303 calls for structural plywood sheathing, but there is no sheathing shown on the detail. Please clarify whether or not plywood sheathing is required for wall section C5/A-303?

ANSWER: Correct. That is a errant note for this wall section. The CMU wall does not require structural plywood sheathing.

24. QUESTION: A-502, A-602 Drawing A-502 has several details showing brick expansion joints.

The spacing of the brick expansion joints cannot be found on the drawings. A-604 has a note showing a brick expansion joint behind a downspout. Please confirm if the only joints located in the brick veneer are to be located behind every downspout.

ANSWER: Correct. Behind every downspout.

25. QUESTION: A-303, A-304 The wall sections on A-303 & A-304 show no dampproofing or waterproofing on the exterior foundations. Please confirm that no dampproofing or waterproofing are required on this project.

ANSWER: There is no dampproofing required. The air & moisture barrier is shown and it does extend to the top of the footing. Also reference Sheet A-106 for additional requirements.

26. QUESTION: CS501 The site Jointing details on drawing CS501 do not show any joint sealants at the contraction joints or expansion joints. Please confirm that sealants are not required for any site paving.

ANSWER: None required per detail.

27. QUESTION: A-202, M-601 Please view drawing A-202, details D3 and B4 show multiple louvers on the first and second floor in the mechanical yard area that are not labeled. Some of the louver sizes do not meet the louver schedule on M-601. Please provide call outs and details for these louvers.

ANSWER: Reference Keynote 9 on Sheet MH101 and Keynote 5 on Sheet MH102. Also reference Keynote 8 on Sheet A-101 and Keynote 1 on Sheet A-102.

28. QUESTION: 26 00 00 a) Please clarify what the base standard for electrical metering is.

B) Does is required SCADA connectivity or just a standard KWH meter?

ANSWER: Please see attached cutsheet.

29. QUESTION: Will the Government please confirm if the use of fiberglass cross arms for the fused cutouts and arresters would be acceptable in lieu of wood with braces?

ANSWER: Not preferred, but acceptable.

30. QUESTION: 27 10 00 1.10.1 The Base has recently asked for a copy of the EIA/TIA Standards for the Operation and Maintenance Manuals. Is a copy of the Operation and Maintenance Manuals required for this project?

ANSWER: 27 10 00 Spec calls for : 1.10.1 Operation and Maintenance Manuals; Commercial off the shelf manuals shall be furnished for operation, installation, configuration, and maintenance of products provided as a part of the telecommunications cabling and pathway system. Drawings are conceptual in nature. They DO NOT show the exact locations of components or all system components. Contractors MUST provide additional components for a Properly Installed and Functional Telecommunications System in accordance with applicable specifications and standards.

31. QUESTION: 08 51 13 2.1.1 Aluminum window spec, 08 51 13_2.1.1, calls for these windows to be double hung windows (which has both upper and lower operable window sashes).

Other “H-style” buildings on Camp Lejeune have single hung windows (fixed upper and operable lower sash). In addition, meeting the UFC 4-010-01_ minimum antiterrorism and 144 mph wind load requirements with a double hung window are far costlier compared to a single hung window.

Please clarify which window type is to be installed.

ANSWER: Provide single hung windows with a U Value of 0.46. This project has SHPO requirements. Fixed windows are not allowed. Section 08 51 13 has been revised.

32. QUESTION: 08 51 13 The specifications indicate the hardware is to be stainless steel, however we have researched and find no known window manufacture that offers stainless steel hardware in a blast/hurricane tested assembly. Please confirm the window hardware type.

ANSWER: The Government's specification requires stainless steel hardware in Climate Zone 3 If no manufacturer can provide stainless steel hardware the playing field is level and no revisions are required.

33. QUESTION: 08 51 13 Specs call for South-Central climate zone 3 to have a U-factor value of 0.30, which is not achievable with an operable window. According to International Energy Conservation Code (IECC), Table C402.4 for building envelope fenestration; the max U-factor is

0.60 for an operable fenestration. See attached chart, Appendix A as well as statement from the manufacturer. This U factor could not be achieved in a single hung or any other operable application. Please clarify which U-factor value is required.

ANSWER: Provide single hung windows with a U Value of 0.46. This project has SHPO requirements. Fixed windows are not allowed. Section 08 51 13 has been revised.

34. QUESTION: Condensation Resistance Factor (CRF) listed in the specifications is 60. We believe this to be an incorrect calculation based on FGIA/ASHRAE calculations. Please revise the CRF specification.

ANSWER: Allowable CRF range is 56- 60. Section 08 51 13 has been revised.

35. QUESTION: 01 45 00.00 20 Clarifying a conversation that was held at the site visit; it was alluded to that the Quality Control Manager and Superintendent could be a combined role.

Specification 01 45 00.00 20, 1.5.1.1.1 states "The Quality Control (QC) Manager may not serve as the SSHO. The Quality Control (QC) Manager may not serve as the Superintendent."

Amendment 4, RFI #11 clarified that the SSHO and Superintendent cannot be a combined role.

Please clarify if this is a dedicated three person project, i.e. a dedicated SSHO, QCM and Superintendent or alternatively if there can be a combination role with the proper experience between two persons.

ANSWER: Correct, ROLES CANNOT BE COMBINED.

36. All other terms and conditions unchanged.

RR1 Repair by Replacement Project# P1594 MCB Camp Lejeune, NC

SECTION 08 51 13

ALUMINUM WINDOWS

05/19

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 within the text by the basic designation only.

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 701/702 (2011) Voluntary Specification for Pile Weatherstripping and Replaceable Fenestration Weatherseals

AAMA 902 (2016) Voluntary Specification for Sash Balances

AAMA 907 (2015) Voluntary Specification for Corrosion Resistant Coatings on Carbon Steel Components Used in Windows, Doors and Skylights

AAMA 1503 (2009) Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections

AAMA 2605 (2020) Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

AAMA WSG.1 (1995) Window Selection Guide

AAMA/WDMA/CSA 101/I.S.2/A440 (2017) North American Fenestration Standard/Specification for Windows, Doors, and Skylights

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 169 (2013) Climate Data for Building Design Standards

NATIONAL FENESTRATION RATING COUNCIL (NFRC)

NFRC 100 (2020) Procedure for Determining Fenestration Product U-Factors

NFRC 200 (2020) Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence

REVISION 1. 20 JUNE 2024 SECTION 08 51 13 Page 1

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2021; TIA 21-1) Life Safety Code

SCREEN MANUFACTURERS ASSOCIATION (SMA)

SMA 1004 (1987; R 1998) Aluminum Tubular Frame Screens for Windows

SMA 1201 (R 2013) Specifications for Insect Screens for Windows, Sliding Doors and Swinging Doors

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Windows; G

Fabrication Drawings

SD-03 Product Data

Windows; G

Recycled Content of Aluminum Windows; S

Hardware; G

Fasteners; G

Window Performance; G

Thermal-Barrier Windows; G

Mullions; G

Screens; G

Weatherstripping; G

Accessories; G

Adhesives

Thermal Performance; G

SD-04 Samples

Finish Sample

Window Sample

SD-05 Design Data

REVISION 1. 20 JUNE 2024 SECTION 08 51 13 Page 2

Structural Calculations for Deflection; G

Design Analysis; G

SD-06 Test Reports

Minimum Condensation Resistance Factor

SD-07 Certificates

Engineer's Qualifications

SD-10 Operation and Maintenance Data

Windows, Data Package 1; G

Submit in accordance with Section 01 78 23 OPERATION AND

MAINTENANCE DATA.

1.3 QUALITY ASSURANCE

1.3.1 Qualification of Manufacturer

Window manufacturer must specialize in designing and manufacturing the type of aluminum windows specified in this section, and have a minimum of 10 years of documented successful experience. Manufacturer must have the facilities capable of meeting contract requirements, single-source responsibility and warranty.

1.3.2 Shop Drawing Requirements

Take field measurements prior to preparation of drawings and fabrications. Provide drawings that indicate elevations of windows, full-size sections, thickness and gages of metal, fastenings, proposed method of anchoring, size and spacing of anchors, details of construction, method of glazing, details of operating hardware, mullion details, method and materials for weatherstripping, method of attaching screens, stools, casings, sills, trim, installation details, and other related items.

1.3.3 1.3.4 Sample Requirements

1.3.4.1 Finish Sample Requirements

Submit color chart of standard factory color coatings when factory-finish color coating is to be provided.

1.3.4.2 Window Sample Requirements

Submit one full-size corner of each window type proposed for use. Where screens or weatherstripping is required, fit sample with such items that are to be used.

1.3.5 Engineer's Qualifications and Design Data Requirements

Submit calculations to substantiate compliance with deflection requirements.

A registered Professional Engineer must provide calculations.

Submit design analysis with calculations showing that the design of each

REVISION 1. 20 JUNE 2024 SECTION 08 51 13 Page 3 different size and type of aluminum window unit and its anchorage to the structure. Calculations verifying the structural performance of each window proposed for use, under the given loads, must be prepared and signed by a registered professional engineer. Reflect the window components and anchorage devices to the structure, as determined by the design analysis, in the shop drawings. Marine Corps Base Camp Lejeune must resist a 145 mile per hour, Risk Category II, Surface Roughness Category C, Exposure Category C lateral load.

1.3.6 Test Report Requirements

Submit test reports for each type of window attesting that identical windows have been tested and meet the requirements specified herein for conformance to AAMA/WDMA/CSA 101/I.S.2/A440 including test size, and minimum condensation resistance factor (CRF).

1.3.7 Certification

Each prime window unit must bear the AAMA Label warranting that the product complies with AAMA/WDMA/CSA 101/I.S.2/A440. Certified test reports attesting that the prime window units meet the requirements of AAMA/WDMA/CSA 101/I.S.2/A440, including test size, will be acceptable in lieu of product labeling.

1.4 DELIVERY AND STORAGE

Deliver windows to project site in an undamaged condition. Use care in handling and hoisting windows during transportation and at the jobsite.

Store windows and components out of contact with the ground, under a weathertight covering, so as to prevent bending, warping, or otherwise damaging the windows. Repair damaged windows to an "as new" condition as approved. If windows can not be repaired, provide a new unit.

1.5 PERFORMANCE REQUIREMENTS

1.5.1 Wind Loading Design Pressure

Design window components, including mullions, hardware, and anchors, to withstand a wind-loading design pressure of at least 55 pounds per square foot (psf).

1.5.2 Tests

Test windows proposed for use in accordance with AAMA/WDMA/CSA 101/I.S.2/A440 for the particular type and quality window specified.

Perform tests by a nationally recognized independent testing laboratory equipped and capable of performing the required tests. Submit the results of the tests as certified laboratory reports required herein.

Minimum design load for a uniform-load structural test must be 50 psf.

Test single-hung windows in accordance with the applicable portions of the AAMA WSG.1 for air infiltration, water resistance, uniform-load deflection, and uniform-load structural test.

REVISION 1. 20 JUNE 2024 SECTION 08 51 13 Page 4

1.6 DRAWINGS

Submit the Fabrication Drawings for aluminum window units showing complete window assembly including hardware, weatherstripping, and subframe assembly details.

1.7 WINDOW PERFORMANCE

Aluminum windows must meet the following performance requirements.

Perform testing requirements by an independent testing laboratory or agency.

1.7.1 Structural Performance

Structural test pressures on window units must be for positive load (inward) and negative load (outward). After testing, there will be no glass breakage, permanent damage to fasteners, hardware parts, support arms or actuating mechanisms or any other damage which could cause window to be inoperable. There must be no permanent deformation of any main frame, sash or ventilator member in excess of the requirements established by AAMA/WDMA/CSA 101/I.S.2/A440 for the window types and classification specified in this section.

1.7.2 Air Infiltration

Air infiltration must not exceed the amount established by AAMA/WDMA/CSA 101/I.S.2/A440 for each window type.

1.7.3 Water Penetration

Water penetration must not exceed the amount established by AAMA/WDMA/CSA 101/I.S.2/A440 for each window type.

1.7.4 Thermal Performance

Windows (including frames and glass) will be independently tested and certified with a Solar Heat Gain Coefficient (SHGC) determined according to NFRC 200 procedures and a whole window U-factor determined in accordance with NFRC 100 within the ranges as indicated below according to the ASHRAE 169 Climate Zone of the project location. Provide visual Transmittance (VT) of 0.5 or greater. Submit documentation supporting compliance with FEMP designated, and Passive House qualifications as applicable.

1.7.4.1 South-Central Climate

Windows installed within Climate Zone 3 will have a U-Factor of 0.30 to

0.46 BTU/h.ft2.degrees F or less and a SHGC of 0.25 or less.

1.7.5 Life Safety Criteria

Provide windows that conform to NFPA 101 Life Safety Code when rescue and/or second means of escape are indicated.

1.8 WARRANTY

Provide Manufacturer's standard performance guarantees or warranties that extend beyond a 1 year period.

REVISION 1. 20 JUNE 2024 SECTION 08 51 13 Page 5

PART 2 PRODUCTS

2.1 WINDOWS

Provide prime windows that comply with AAMA/WDMA/CSA 101/I.S.2/A440 and the requirements specified herein. In addition to compliance with AAMA/WDMA/CSA 101/I.S.2/A440, window framing members for each individual light of glass must not deflect to the extent that deflection perpendicular to the glass light exceeds L/175 of the glass edge length when subjected to uniform loads at specified design pressures. Provide Structural calculations for deflection to substantiate compliance with deflection requirements. Provide windows of types, performance classes, performance grades, combinations, and sizes indicated or specified.

Provide aluminum window frames with a minimum recycled content of 20 percent. Provide data identifying percentage of recycled content of aluminum windows. Design windows to accommodate hardware, glass, weatherstripping, screens, and accessories to be furnished. Each window must be a complete factory assembled unit with or without glass installed. Dimensions shown are minimum. Provide windows with insulating glass and thermal break necessary to achieve a minimum Condensation Resistance Factor (CRF) of 56 to 60 when tested in accordance with AAMA 1503. Provide manufacturer's standard hardware fabricated from aluminum, stainless steel, carbon steel complying with AAMA 907, or other corrosion-resistant material compatible with adjacent materials; designed to smoothly operate, tightly close, and securely lock windows, and sized to accommodate sash weight and dimensions.

2.1.1 Hung Windows (H)

Single Hung, Type H-AW- 55 (Optional Performance Grade). Test and rate sash balance to conform with AAMA 902.

Design windows, mullions, hardware, and anchors to withstand the wind loading specified.

2.1.2 Glass and Glazing

Materials are specified in Section 08 81 00 GLAZING.

2.1.3 Caulking and Sealing

Are specified in Section 07 92 00 JOINT SEALANTS.

2.1.4 Weatherstripping

AAMA/WDMA/CSA 101/I.S.2/A440. Provide for all ventilating (operable) sash for all windows. Provide woven wool pile weatherstripping 0.210 inch thick, conforming to AAMA 701/702, or polypropylene multifilament fiber weatherstripping installed in an integral weatherstripping groove in the sash or frame, and flexible polyvinylchloride weatherstripping installed in the sill member.

2.2 FABRICATION

Fabrication of window units must comply with AAMA/WDMA/CSA 101/I.S.2/A440.

2.2.1 Provisions for Glazing

Design windows and rabbets suitable for glass thickness specified. Design

REVISION 1. 20 JUNE 2024 SECTION 08 51 13 Page 6 sash for outside double glazing and for securing glass with metal beads, glazing clips, glazing channels, or glazing compound. Units must accommodate 1 inch insulated glazing composites.

2.2.2 Impact Resistant Glass

Protect glazed openings in hurricane prone regions with impact resistant glass complying with ASTM E 1886 and ASTM E 1996 as amended by Section 1609.2, IBC. Reference windborne debris regions, ASCE 7.

2.2.3 Fasteners

Use window manufacturer's standard for windows, trim, and accessories.

Self-tapping sheet-metal screws are not acceptable for material more than 1/16 inch thick.

2.2.4 Adhesives

Provide joint sealants as specified in Section 07 92 00 JOINT SEALANTS.

For interior application of joint sealants, comply with applicable regulations regarding reduced VOC's, and as specified in Section 07 92 00

JOINT SEALANTS.

2.2.5 Drips and Weep Holes

Provide continuous drips over heads of top ventilators. Where fixed windows adjoin ventilators, drips must be continuous across tops of fixed windows. Provide drips and weep holes as required to return water to the outside.

2.2.6 Combination Windows

Windows used in combination must be factory assembled of the same class and grade. Where factory assembly of individual windows into larger units is limited by transportation considerations, prefabricate, match mark, transport, and field assemble.

2.2.7 Mullions and Transom Bars

Provide mullions with a thermal break. Secure mullions and transom bars to adjoining construction and window units in such a manner as to permit expansion and contraction and to form a weathertight joint. Provide mullion covers on the interior and exterior to completely close exposed joints and recesses between window units and to present a neat appearance.

Provide special covers over structural support at mullions as indicated.

2.2.8 Accessories

Provide windows complete with necessary hardware, fastenings, clips, fins, anchors, glazing beads, and other appurtenances necessary for complete installation and proper operation.

2.2.8.1 Hardware

AAMA/WDMA/CSA 101/I.S.2/A440. The item, type, and functional characteristics must be the manufacturer's standard for the particular window type. Provide stainless steel hardware of suitable design and of sufficient strength to perform the function for which it is used. Equip all operating ventilators with a lock or latching device which can be

REVISION 1. 20 JUNE 2024 SECTION 08 51 13 Page 7 secured from the inside.

2.2.8.2 Fasteners

Provide concealed anchors of the type recommended by the window manufacturer for the specific type of construction. Anchors and fasteners must be compatible with the window and the adjoining construction. Provide a minimum of three anchors for each jamb located approximately 6 inches from each end and at midpoint.

2.2.8.3 Window Anchors

Anchoring devices for installing windows must be made of aluminum, cadmium-plated steel, stainless steel, or zinc-plated steel conforming to

AAMA/WDMA/CSA 101/I.S.2/A440.

2.2.9 Finishes

Comply with NAAMM's "Metal Finishes Manual" for applying and designating finishes. Exposed aluminum surfaces must be factory finished with an organic coating.

2.2.9.1 Anodic Coating

2.2.9.2 Organic Coating

Clean and prime exposed aluminum surfaces. Provide a high-performance finish in accordance with AAMA 2605 with total dry film thickness of not less than 1.2 mils.

Exterior color is bone white as defined in the Marine Corps Base Camp Lejeune Base Exterior Architectural Plan, Rifle Range Historic Area.

2.2.10 Screens

AAMA/WDMA/CSA 101/I.S.2/A440. Provide one insect screen for each operable exterior sash or ventilator. Design screens to be rewirable, easily removable from inside the building, and to permit easy access to operating hardware. Manufacturers standard aluminum frame complying with SMA 1004 or SMA 1201. Fabricate frames with mitered or coped joints or corner extrusion, concealed fasteners and removable PVC spline/anchors concealing edge of frame.

2.2.10.1 Insect Screen

Insect screen mesh to be Aluminum wire fabric, 18x16 mesh of 0.011 inch diameter coated aluminum wire.

2.3 THERMAL-BARRIER WINDOWS

Provide thermal-barrier windows, complete with accessories and fittings, where indicated.

Specify material and construction except as follows:

a. Aluminum alloy must be 6063-T6.

b. Frame construction, including operable sash, must be factory-assembled and factory-sealed inner and outer aluminum completely separated from

REVISION 1. 20 JUNE 2024 SECTION 08 51 13 Page 8 metal-to-metal contact. Join assembly by a continuous, concealed, low conductance divider housed in an interlocking extrusion of the inner frame. Metal fasteners, straps, or anchors must not bridge the connection between the inner and outer frame.

c. Operating hardware for each sash must consist of spring-loaded nylon cushion blocks and pin locks designed to lock in predetermined locations.

d. Sash must be completely separated from metal-to-metal contact by means of woven-pile weatherstripping, plastic, or elastomeric separation members.

e. Operating and storm sash must be factory-glazed with the type of glass indicated and of the quality specified in Section 08 81 00 GLAZING.

2.4 MULLIONS

Provide mullions between multiple-window units where indicated.

Provide profiles for mullions and mullion covers, reinforced as required for the specified wind loading, and securely anchored to the adjoining construction. Mullion extrusion will include serrations or pockets to receive weatherstripping, sealant, or tape at the point of contact with each window flange.

Mullion assembly must include aluminum window clamps or brackets screwed or bolted to the mullion and the mullion cover.

Mullion cover must be screw-fastened to the mullion unless otherwise indicated.

Mullion reinforcing members must be fabricated of the materials specified in AAMA/WDMA/CSA 101/I.S.2/A440 and meet the specified design loading.

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Method of Installation

Install in accordance with the window manufacturer's printed instructions and details. Build in windows as the work progresses or install without forcing into prepared window openings. Set windows at proper elevation, location, and reveal; plumb, square, level, and in alignment; and brace, strut, and stay properly to prevent distortion and misalignment. Protect ventilators and operating parts against accumulation of dirt and building materials by keeping ventilators tightly closed and locked to frame. Bed screws or bolts in sill members, joints at mullions, contacts of windows with sills, built-in fins, and subframes in mastic sealant of a type recommended by the window manufacturer. Install and caulk windows in a manner that will prevent entrance of water and wind. Fasten insect screens securely in place.

Any materials that show visual evidence of biological growth due to the presence of moisture must not be installed on the building project.

REVISION 1. 20 JUNE 2024 SECTION 08 51 13 Page 9

3.1.2 Dissimilar Materials

Where aluminum surfaces are in contact with, or fastened to masonry, concrete, wood, or dissimilar metals, except stainless steel or zinc, protect the aluminum surface from dissimilar materials as recommended in the Appendix to AAMA/WDMA/CSA 101/I.S.2/A440. Do not coat surfaces in contact with sealants after installation with any type of protective material. Do not apply coatings or lacquers to surfaces to which caulking and glazing components must adhere.

3.1.3 Anchors and Fastenings

Make provision for securing units to each other, to masonry, and to other adjoining construction. Windows installed in masonry walls must have head and jamb members designed to recess into masonry wall not less than 7/16 inch.

3.1.4 Adjustments After Installation

After installation of windows and completion of glazing and field painting, adjust all ventilators and hardware to operate smoothly and to provide weathertight sealing when ventilators are closed and locked.

Lubricate hardware and operating parts as necessary. Adjust single hung windows to operate with maximum applied force of 25 pounds in either direction, not including breakaway friction force. Verify that products are properly installed, connected, and adjusted.

3.2 CLEANING

Clean interior and exterior surfaces of window units of mortar, plaster, paint spattering spots, and other foreign matter to present a neat appearance, to prevent fouling of weathering surfaces and weather-stripping, and to prevent interference with the operation of hardware. Replace all stained, discolored, or abraded windows that cannot be restored to their original condition with new windows.

-- End of Section --

REVISION 1. 20 JUNE 2024 SECTION 08 51 13 Page 10

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3'- 0"

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H

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3'- 0"

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SYMDESCRIPTIONDATEAPPR

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