B.08.03 W912DQ24R4007 Amendment 0004 (C).pdf

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

Fort Riley Hangar, Fort Riley, Kansas

The purpose of this amendment is to include updated information to Section 00 22 16 Supplementary Instructions as w ell as updates to the Specif ications and Draw ings.

The proposal due date is changed from March 6, 2024 at 2:00 p.m. to March 25, 2024 at 11:00 a.m. CST.

SEE SF30-BLOCK 14 CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 28-Feb-2024

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 W912DQ24R4007

X 9B. DATED (SEE ITEM 11)

19-Jan-2024

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 X is extended, 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 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 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

28-Feb-2024

CODE

USACE, KANSAS CITY CT

FEDERAL BLDG CT-M 601 E 12TH STREET

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ24R4007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

SUMMARY OF CHANGES

The SOLICITATION is amended as follows:

NOTE: Deleted text is shown in RED with strikethrough. Added text is shown in GREEN with underline.

1. SPECIFICATIONS.

a. 00 22 16, Supplementary Instructions. The following changes are made to section 3.

3. PROPOSAL FORMAT AND SUBMITTAL REQUIREMENTS

In order to be considered for award of a contract for the requirements of this solicitation, the offeror must submit a proposal with its offer. Failure to submit a complete proposal may result in the entire offer being rejected. The proposals shall be submitted in files as follows:

Submit the proposal in electronic format as indicated.

(1) File 1 (TAB A) Pro Forma requirements

(2) File 2 Technical Proposal (TABs B – C)

TAB B, Factor 1 Performance Confidence TAB C, Factor 2 Technical Approach

(3) File 3 (TAB D) Factor 3 Small Business Commitment

(4) File 4 (TAB E) Factor 4 Price Proposal

Offerors shall limit the proposal to the following page limits:

Tabs and sub tabs do not count against the page limit.

Factor 1: Performance Confidence – 3 pages per project, maximum 15 pages.

CPARS or PPQ’s are not included in the page count.

Factor 2: Technical Approach - 14 pages.

Factor 3: Small Business Commitment – 2 5 pages

All text must be legible and easily read. The page size of the offeror’s proposal shall not exceed 8-1/2 by 11 inches. Diagrams, charts and tables shall conform to the paper size. All text shall be typed single-spaced with a minimum size 11 font; the schedule graphic may use 8 font if necessary. Margins (1-inch) shall be clean and clear except for headers and footers. If fold-out charts are unavoidable, and are to be utilized, all sheets shall be reproduced on 11 by 17 inch and folded to 8-1/2 by 11-inch size. A page is defined as text or information on one side of the paper regardless of paper size. If it is printed double sided, each face will be counted as a page. Each file should be in PDF format and be *Optical Character Recognition (OCR) compatible.

*OCR is a common method of digitizing printed texts so that they can be electronically searched, stored more compactly, displayed on-line, and used in machine processes such as machine translation, text-to-speech, key data extraction and text mining.

Arrange the proposal as follows:

File 1 (TAB A)

Cover letter - Solicitation number; Name, address, email, and telephone number of the offeror; Names, titles, emails, and telephone numbers of persons authorized to negotiate on the offeror’s behalf with the Government in connection with this RFP. Name, title and signature of the person authorized to sign the proposal. A statement specifying agreement with all terms, conditions and provisions included in the RFP;

CAGE Codes and Unique Entity ID (UEI) and DUNS number if you have one for the offeror and all teaming partners who participated in the Factor 1 – Performance Confidence.

Table of Contents - Each file of the proposal should contain a detailed table of contents. All pages of each factor should be sequentially numbered.

Acknowledgement of all amendments to the RFP in accordance with the instructions on the Standard Form 30 (amendment form) and in block 18 of the SF1442.

The completed Section 00 45 00 – Representations and Certifications, Printed Entity Record from System for Award Management (SAM).

Bid Guarantee. See FAR 52.228-1.

Financial statement and bank Bank letter that verifies verify sufficient funds will be available to perform the work.

If applicable, offerors submitting proposals using a teaming arrangement shall submit a fully executed copy of the teaming arrangement signed both by the subcontractor/teaming partner and the offeror and the narrative described in 00 22 11 paragraph 1 above.

If applicable, Offers submitted in the name of a Joint Venture must be signed in accordance with the terms and conditions specified in the joint venture agreement as evidenced in the proposal, including letters of commitment from the joint venture firms. See 00 22 11 paragraph 1 above and paragraph 5 below.

Including letters of commitment for subcontractor or teaming partners as identified in section 6.0 below.

b. 01 91 00.15 10, Total Building Commissioning. Paragraph 1.7.2.b is revised as shown below.

b. Electrical Technical Commissioning Specialist: The technical work associated with electrical systems to be commissioned including Lighting Systems; Power Distribution Systems; ; ; Electrical Utility Metering Systems must be performed by an engineering technician certified by the InterNational Electrical Testing Association (NETA) with five years of experience inspecting, testing, and calibrating electrical distribution and generation equipment, systems, and devices.

c. 08 11 13, Steel Doors and Frames. This specification is revised. A copy of the revised specification is attached.

d. 08 34 16.10, Horizontal Rolling Steel Doors. Paragraph 2.1.9.2.2, Vertical Floating Head Top Guide Rollers, is deleted in its entirety.

e. 10 22 13, Wire Mesh Partitions. Paragraph 2.6, Service Windows, is deleted in its entirety.

f. 33 16 15, Water Storage Steel Tanks. Paragraph 2.1.4, Foundations, is deleted in its entirety.

2. DRAWINGS. The drawings listed below are revised. Copies of the revised drawings are attached.

A-146 A-500

3. The time and date for submission of proposals is revised to March 25, 2024, 11:00 AM local time.

4. Offerors are required to acknowledge receipt of this amendment. Failure to acknowledge receipt of all amendments may cause rejection of offeror’s proposal.

5. All other terms and conditions remain unchanged and in full force.

(End of Summary of Changes)

Attack Aviation Battalion Complex W912DQ24-R-4007 Fort Riley, Kansas

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 11 13

STEEL DOORS AND FRAMES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DELIVERY, STORAGE, AND HANDLING

1.4 TESTS, INSPECTIONS, AND VERIFICATIONS

1.4.1 Sound Transmission Classification

1.4.2 Positive Pressure

1.4.3 Guarantee

PART 2 PRODUCTS

2.1 STANDARD STEEL DOORS

2.1.1 Classification - Level, Performance, Model

2.1.1.1 Heavy Duty Doors

2.1.1.2 Extra Heavy Duty Doors

2.2 CUSTOM HOLLOW METAL DOORS

2.3 INSULATED STEEL DOOR SYSTEMS

2.4 SOUND RATED STEEL DOORS

2.5 ACCESSORIES

2.5.1 Louvers

2.5.1.1 Interior Louvers

2.5.2 Astragals

2.5.3 Moldings

2.5.4 Vision Panels

2.6 INSULATION CORES

2.7 STANDARD STEEL FRAMES

2.7.1 Welded Frames

2.7.2 Knock-Down Frames

2.7.3 Mullions and Transom Bars

2.7.4 Stops and Beads

2.7.5 Terminated Stops

2.7.6 Cased Openings

2.7.7 Anchors

2.7.7.1 Wall Anchors

2.7.7.2 Floor Anchors

2.8 FIRE AND SMOKE DOORS AND FRAMES

2.8.1 Labels

2.8.2 Oversized Doors

2.8.3 Astragal on Fire and Smoke Doors

2.9 EXTERIOR FRAMES

2.10 HARDWARE PREPARATION

2.11 FINISHES

2.11.1 Factory-Primed Finish

2.11.2 Hot-Dip Zinc-Coated and Factory-Primed Finish

2.11.3 Electrolytic Zinc-Coated Anchors and Accessories

08 11 13 - 1

2.12 FABRICATION AND WORKMANSHIP

2.13 PROVISIONS FOR GLAZING

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Frames

3.1.2 Doors

3.1.3 Fire and Smoke Doors and Frames

3.2 FIELD QUALITY CONTROL

3.2.1 Testing and Performance

3.3 PROTECTION

3.4 CLEANING

-- End of Section Table of Contents --

08 11 13 - 2

SECTION 08 11 13

STEEL DOORS AND FRAMES

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 WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A653/A653M (2022) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A879/A879M (2012; R 2017) Standard Specification for Steel Sheet, zinc Coated by the Electrolytic Process for Applications Requiring Designation of the Coating Mass on Each Surface

ASTM A924/A924M (2022a) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM C578 (2022) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C591 (2022) Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

ASTM C612 (2014; R 2019) Standard Specification for Mineral Fiber Block and Board Thermal Insulation

ASTM C1036 (2021) Standard Specification for Flat Glass

ASTM D2863 (2019) Standard Test Method for Measuring the Minimum Oxygen Concentration to Support Candle-Like Combustion of Plastics (Oxygen Index)

ASTM E90 (2009; R2016) Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions

08 11 13 - 3 and Elements

ASTM E336 (2023) Standard Test Method for Measurement of Airborne Sound Attenuation between Rooms in Buildings

ASTM E413 (2022) Classification for Rating Sound Insulation

ASTM E1300 (2016) Standard Practice for Determining Load Resistance of Glass in Buildings

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.115 (2016) Hardware Preparation in Steel Doors and Steel Frames

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM HMMA 810 (2009) Hollow Metal Doors

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 80 (2022) Standard for Fire Doors and Other Opening Protectives

NFPA 105 (2022) Standard for Smoke Door Assemblies and Other Opening Protectives

NFPA 252 (2022) Standard Methods of Fire Tests of Door Assemblies

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR 111 (2009) Recommended Details for Standard Steel Doors, Frames, and Accessories and Related Components

SDI/DOOR 113 (2013; R2018) Standard Practice for Determining the Steady-State Thermal Transmittance of Steel Door and Frame Assemblies

SDI/DOOR A250.4 (2018) Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames and Frame Anchors

SDI/DOOR A250.6 (2015) Recommended Practice for Hardware Reinforcing on Standard Steel Doors and Frames

SDI/DOOR A250.8 (2017) Specifications for Standard Steel Doors and Frames

SDI/DOOR A250.11 (2012) Recommended Erection Instructions for Steel Frames

08 11 13 - 4

UNDERWRITERS LABORATORIES (UL)

UL 10C (2016; Reprint May 2021) UL Standard for Safety Positive Pressure Fire Tests of Door Assemblies

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 information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Doors ; G, DO

Frames ; G, DO

Accessories

Schedule of Doors ; G, DO

Schedule of Frames ; G, DO

SD-03 Product Data

Doors ; G, DO

Recycled Content for Steel Door Product ; S

Frames ; G, DO

Recycled Content for Steel Frame Product ; S

Accessories

SD-06 Test Reports

Acoustical Tests ; G, DO

Positive Pressure Tests ; G, DO

SD-07 Certificates

Assembly Test Reports ; G, RO

1.3 DELIVERY, STORAGE, AND HANDLING

Deliver doors, frames, and accessories undamaged and with protective wrappings or packaging. Strap knock-down frames in bundles. Provide temporary steel spreaders securely fastened to the bottom of each welded frame. Store doors and frames on platforms under cover in clean, dry, ventilated, and accessible locations, with 1/4 inch airspace between doors. Remove damp or wet packaging immediately and wipe affected surfaces dry. Replace damaged materials with new.

08 11 13 - 5

1.4 TESTS, INSPECTIONS, AND VERIFICATIONS

1.4.1 Sound Transmission Classification

Provide test reports prepared by a nationally recognized, independent laboratory for Acoustical Tests indicating that the sound transmission classification (STC) of the proposed door, based on tests at 16 third-octave band frequencies from 125 to 4,000 hertz, is no less than the specified STC when tested in accordance with ASTM E90, and that the door tested is hung in substantially the type of wall and frame as indicated and is fully operable with hardware and perimeter seals installed.

1.4.2 Positive Pressure

Provide test reports, prepared by a nationally recognized, independent laboratory for Positive Pressure Tests, for all fire rated door assemblies, including Intumescent Seals,Gasketing, and Door Bottoms.

1.4.3 Guarantee

Provide written guarantee that each door delivered to the project is equal in construction, sound transmission classification (STC), and positive pressure test rating where applicable, with appropriate labeling and markings, to that of the sample door tested. Clearly state in written guarantee that each door assembly, when installed in accordance with the manufacturer's printed instructions, has an in-place STC within 3 decibels of the specimen tested. Submit the following test data and Certificates with the written Guarantee:

c. Acoustical Tests

e. Positive Pressure Tests

PART 2 PRODUCTS

2.1 STANDARD STEEL DOORS

SDI/DOOR A250.8 , except as specified otherwise. Prepare doors to receive door hardware as specified in Section 08 71 00 DOOR HARDWARE. Undercut where indicated. Provide exterior doors with top edge closed flush and sealed to prevent water intrusion. Provide doors at 1-3/4 inch thick, unless otherwise indicated. Provide door material that uses a minimum of 25 percent recycled content. Provide data indicating percentage of recycled content for steel door product . Provide exterior glazing in accordance with ASTM E1300.

2.1.1 Classification - Level, Performance, Model

2.1.1.1 Heavy Duty Doors

SDI/DOOR A250.8 , Level 2, physical performance Level B, Model 1, with core construction as required by the manufacturer for interior doors and for exterior doors, of size(s) and design(s) indicated. Where vertical stiffener cores are required, the space between the stiffeners must be filled with board insulation. Provide Level 2 where indicated.

2.1.1.2 Extra Heavy Duty Doors

SDI/DOOR A250.8 , Level 3, physical performance Level A, Model 1 with core

08 11 13 - 6 construction as required by the manufacturer for interior doors and for indicated exterior doors, of size(s) and design(s) indicated. Where vertical stiffener cores are required, the space between the stiffeners must be filled with board insulation.

2.2 CUSTOM HOLLOW METAL DOORS

Provide custom hollow metal doors where nonstandard steel doors are indicated. Provide custom steel doors in the door size(s), design(s), materials, construction, gages, and finish as specified for custom steel doors and complying with the requirements of NAAMM HMMA 810. Fill all spaces in exterior doors with insulation. Close top and bottom edges with steel channels not lighter than 16 gage . Close tops of exterior doors flush with an additional channel and seal to prevent water intrusion.

Prepare doors to receive hardware specified in Section 08 71 00 DOOR HARDWARE. Undercut doors where indicated. Provide doors at 1-3/4 inch thick, unless otherwise indicated. Provide exterior glazing in accordance with ASTM E1300.

2.3 INSULATED STEEL DOOR SYSTEMS

Provide insulated steel doors and frames in accordance with SDI/DOOR 113 at entrances to dwelling units and where indicated. Meet energy requirements including Solar Heat Gain Coefficient (SHGC) and U-factor.

Provide insulated steel doors with a core of polyurethane foam; face sheets, edges, and frames of galvanized steel not lighter than 23 gage , 16 gage , and 16 gage respectively; magnetic weatherstripping;

nonremovable-pin hinges; thermal-break aluminum threshold; and vinyl door bottom. Provide to doors and frames a phosphate treatment, rust-inhibitive primer, and baked acrylic enamel finish. Test doors in accordance with SDI/DOOR A250.4 and meet the requirements for Level C.

Prepare doors to receive specified hardware. Provide doors 1-3/4 inch thick.

2.4 SOUND RATED STEEL DOORS

Provide sound rated doors with a Sound Transmission Class (STC) as indicated on the drawings.

2.5 ACCESSORIES

2.5.1 Louvers

2.5.1.1 Interior Louvers

SDI/DOOR 111 . Where indicated, provide louvers of stationary sightproof and lightproof type where scheduled. Louvers for lightproof must not transmit light. Detachable moldings on room or non security side of door;

on security side of door, moldings to be integral part of louver. Form louver frames of 20 gage steel and louver blades of a minimum 24 gage .

Louvers for lightproof doors must have minimum of 20 percent net-free opening. Sightproof louvers to be inverted "V" blade design with minimum 55 and inverted "Y" blade design with minimum 40 percent net-free opening.

2.5.2 Astragals

For pairs of exterior steel doors which will not have aluminum astragals or removable mullions, as specified in Section 08 71 00 DOOR HARDWARE provide overlapping steel astragals with the doors.

08 11 13 - 7

2.5.3 Moldings

Provide moldings around glass of interior and exterior doors and louvers of interior doors. Provide nonremovable moldings on outside of exterior doors and on corridor side of interior doors. Other moldings may be stationary or removable. Secure inside moldings to stationary moldings, or provide snap-on moldings.

2.5.4 Vision Panels

Furnish doors with vision panels complete with glazing. Provide 0.0747 inch steel or wood frames, moldings, and stop to match the door finish, with profile indicated. Assemble with mitered corners and flush joints, and secured with countersunk phillips-head screws.

Provide either a single thickness of acoustical plate glass laminated to an inner face of water-clear plastic or multiple thicknesses of 1/4 inch plate glass, clear or patterned as indicated, and set in glazing gaskets and frames as required to meet the specified STC.

Provide glass to conform to ASTM C1036, Type I, Class 1. Provide acoustical plate glass that has been tested and rated in accordance with ASTM E90, with an STC of not less than the STC indicated on the Door Schedule and a minimum thickness of 9/32 inch .

2.6 INSULATION CORES

Provide insulating cores at all exterior doors and other specific doors noted in the door schedule, and provide an apparent U-factor of .48 in accordance with SDI/DOOR 113 and conforming to:

a. Rigid Cellular Polyisocyanurate Foam: ASTM C591, Type I or II, foamed-in-place or in board form, with oxygen index of not less than 22 percent when tested in accordance with ASTM D2863; or

b. Rigid Polystyrene Foam Board: ASTM C578, Type I or II; or

c. Mineral board: ASTM C612, Type I.

2.7 STANDARD STEEL FRAMES

SDI/DOOR A250.8 , Level 1, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners or knock-down field-assembled corners. Provide steel frames for doors, transoms, sidelights,cased openings, and interior glazed panels, unless otherwise indicated. Provide frame product that uses a minimum of 25 percent recycled content. Provide data indicating percentage of recycled content for steel frame product .

2.7.1 Welded Frames

Continuously weld frame faces at corner joints. Mechanically interlock or continuously weld stops and rabbets. Grind welds smooth.

Weld frames in accordance with the recommended practice of the Structural Welding Code Sections 1 through 6, AWS D1.1/D1.1M and in accordance with the practice specified by the producer of the metal being welded.

08 11 13 - 8

2.7.2 Knock-Down Frames

Design corners for simple field assembly by concealed tenons, splice plates, or interlocking joints that produce square, rigid corners and a tight fit and maintain the alignment of adjoining members. Provide locknuts for bolted connections.

2.7.3 Mullions and Transom Bars

Provide mullions and transom bars of closed or tubular construction with heads and jambs butt-welded together or knock-down for field assembly.

Bottom of door mullions must have adjustable floor anchors and spreader connections.

2.7.4 Stops and Beads

Provide form and loose stops and beads from 20 gage steel. Provide for glazed and other openings in standard steel frames. Secure beads to frames with oval-head, countersunk Phillips self-tapping sheet metal screws or concealed clips and fasteners. Space fasteners approximately 12 to 16 inch on center. Miter molded shapes at corners. Butt or miter square or rectangular beads at corners.

2.7.5 Terminated Stops

Where indicated, terminate interior door frame stops 6 inch above floor.

Do not terminate stops of frames for soundproof, doors.

2.7.6 Cased Openings

Fabricate frames for cased openings of same material, gage, and assembly as specified for metal door frames, except omit door stops and preparation for hardware.

2.7.7 Anchors

Provide anchors to secure the frame to adjoining construction. Provide steel anchors, zinc-coated not lighter than 18 gage .

2.7.7.1 Wall Anchors

Provide at least three anchors for each jamb. For frames which are more than 7.5 feet in height, provide one additional anchor for each jamb for each additional 2.5 feet or fraction thereof.

a. Masonry: Provide anchors of corrugated or perforated steel straps or 3/16 inch diameter steel wire, adjustable or T-shaped;

b. Stud partitions: Weld or otherwise securely fasten anchors to backs of frames. Design anchors to be fastened to closed steel studs with sheet metal screws, and to open steel studs by wiring or welding;

c. Completed openings: Secure frames to previously placed concrete or masonry with expansion bolts in accordance with SDI/DOOR 111 ;

and

08 11 13 - 9

2.7.7.2 Floor Anchors

Provide floor anchors drilled for 3/8 inch anchor bolts at bottom of each jamb member. Where floor fill occurs, terminate bottom of frames at the indicated finished floor levels and support by adjustable extension clips resting on and anchored to the structural slabs.

2.8 FIRE AND SMOKE DOORS AND FRAMES

Provide fire and smoke doors and frames in accordance with NFPA 80 and NFPA 105 and this specification. Include insulated core materials in fire doors where indicated in the door schedule.

2.8.1 Labels

Provide fire doors and frames bearing the label of Underwriters Laboratories (UL), Factory Mutual Engineering and Research (FM), or Warnock Hersey International (WHI) attesting to the rating required.

Testing must be in accordance with NFPA 252 or UL 10C . Provide labels that are metal with raised letters, bearing the name or file number of the door and frame manufacturer. Labels must be permanently affixed at the factory to frames and to the hinge edge of the door. Do not paint door and labels.

2.8.2 Oversized Doors

For fire doors and frames which exceed the size for which testing and labeling are available, furnish certificates stating that the doors and frames are identical in design, materials, and construction to a door which has been tested and meets the requirements for the class indicated.

2.8.3 Astragal on Fire and Smoke Doors

On pairs of labeled fire doors, conform to NFPA 80 and UL requirements.

On smoke control doors, conform to NFPA 105 .

2.9 EXTERIOR FRAMES

Provide thermal insulation in all exterior frames. Provide frames of a minimum Level 4, with frames of a minimum thickness of 0.067 inch , 14 gage.

2.10 HARDWARE PREPARATION

Drill and tap doors and frames to receive finish hardware. Prepare doors and frames for hardware in accordance with the applicable requirements of SDI/DOOR A250.8 and SDI/DOOR A250.6 . For additional requirements refer to ANSI/BHMA A156.115 . Drill and tap for surface-applied hardware at the project site. Build additional reinforcing for surface-applied hardware into the door at the factory. Punch door frames, with the exception of frames that will have weatherstripping or lightproof or soundproof gasketing, to receive a minimum of two rubber or vinyl door silencers on lock side of single doors and one silencer for each leaf at heads of double doors. Set lock strikes out to provide clearance for silencers.

2.11 FINISHES

2.11.1 Factory-Primed Finish

Thoroughly clean all surfaces of doors and frames then chemically treat

08 11 13 - 10 and factory prime with a rust inhibiting coating as specified in SDI/DOOR A250.8 , or paintable A25 galvannealed steel without primer.

Where coating is removed by welding, apply touchup of factory primer.

2.11.2 Hot-Dip Zinc-Coated and Factory-Primed Finish

Fabricate exterior scheduled doors and frames from hot dipped zinc coated steel, alloyed type, that complies with ASTM A924/A924M and ASTM A653/A653M .

The coating weight must meet or exceed the minimum requirements for coatings having 0.4 ounces per square foot , total both sides, i.e., A40 .

Repair damaged zinc-coated surfaces by the application of zinc dust paint. Thoroughly clean and chemically treat to insure maximum paint adhesion. Factory prime as specified in SDI/DOOR A250.8 . Provide for exterior doors.

2.11.3 Electrolytic Zinc-Coated Anchors and Accessories

Provide electrolytically deposited zinc-coated steel in accordance with ASTM A879/A879M , Commercial Quality, Coating Class A. Phosphate treat and factory prime zinc-coated surfaces as specified in SDI/DOOR A250.8 .

2.12 FABRICATION AND WORKMANSHIP

Provide finished doors and frames that are strong and rigid, neat in appearance, and free from defects, waves, scratches, cuts, dents, ridges, holes, warp, and buckle. Provide molded members that are clean cut, straight, and true, with joints coped or mitered, well formed, and in true alignment. Dress exposed welded and soldered joints smooth. Design door frame sections for use with the wall construction indicated. Corner joints must be well formed and in true alignment. Conceal fastenings where practicable. On wraparound frames for masonry partitions, provide a throat opening 1/8 inch larger than the actual masonry thickness. Design other frames in exposed masonry walls or partitions to allow sufficient space between the inside back of trim and masonry to receive caulking compound

2.13 PROVISIONS FOR GLAZING

Materials are specified in Section 08 81 00 , GLAZING.

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Frames

Set frames in accordance with SDI/DOOR A250.11 . Plumb, align, and brace securely until permanent anchors are set. Anchor bottoms of frames with expansion bolts or powder-actuated fasteners. Build in or secure wall anchors to adjoining construction. Where frames require ceiling struts or overhead bracing, anchor frames to the struts or bracing.

3.1.2 Doors

Hang doors in accordance with clearances specified in SDI/DOOR A250.8 .

After erection and glazing, clean and adjust hardware.

08 11 13 - 11

3.1.3 Fire and Smoke Doors and Frames

Install fire doors and frames, including hardware, in accordance with NFPA 80 . Install fire rated smoke doors and frames in accordance with NFPA 80 and NFPA 105 .

3.2 FIELD QUALITY CONTROL

Provide third party testing in accordance with ASTM E336. Verify in writing that installed product performs no less than five (5) ASTC or NIC rating points below the specified laboratory STC rating. Examine, adjust, and retest any installation not meeting that criteria until compliance is obtained.

3.2.1 Testing and Performance

Provide assemblies that are identical to those tested at an independent acoustical laboratory qualified under the National Voluntary Laboratory Accreditation Program (NVLAP) by the National Institute for Science and Technology (NIST) in accordance with ASTM E90 and ASTM E413. For the assembly test reports include the laboratory name, test report number and date of test.

3.3 PROTECTION

Protect doors and frames from damage. Repair damaged doors and frames prior to completion and acceptance of the project or replace with new, as directed. Wire brush rusted frames until rust is removed. Clean thoroughly. Apply an all-over coat of rust-inhibitive paint of the same type used for shop coat.

3.4 CLEANING

Upon completion, clean exposed surfaces of doors and frames thoroughly.

Remove mastic smears and other unsightly marks.

-- End of Section --

08 11 13 - 12

15.1

E

C.1

C

B

17.111.1

D

E.5

120B

120C

120A

100B

113D

113C113

113A

113B

S101

ELEV.

118A

119B

119C

119A

114A

13.1 14.113.2 18.1 19.1

11' - 4"

10' - 0"

10' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0" 9' - 0" 9' - 0"

9' - 0"

9' - 0"

10' - 0"

9' - 11"

S E

E S

H E

E T

A -1

F O

R M

A T

C H

L

IN

E D

D

ARCHITECTURAL

GYPSUM BOARD CEILING

SUSPENDED ACOUSTICAL CEILING TILE & FRAME - 2'-0" x 2'-0"

OPEN TO STRUCTURE

SHEET LEGEND

LOUVER - RE: A-600

CEILING HEIGHT

ELECTRICAL

MECHANICAL

6" RECESSED CAN LIGHT

6" RECESSED CAN LIGHT - EMERGENCY

1' x 4' SUSPENDED LIGHT FIXTURE

1' x 4' SUSPENDED LIGHT FIXTURE - EMERGENCY

2' x 2' RECESSED LIGHT FIXTURE

2' x 2' RECESSED LIGHT FIXTURE - EMERGENCY

2' x 4' RECESSED LIGHT FIXTURE

2' x 4' RECESSED LIGHT FIXTURE - EMERGENCY

DESTRAT FAN - RE: ELECTRICAL AND MECHANICAL

FIRE PROTECTION

FIRE SPEAKER AND STROBE

OCCUPANCY SENSOR

LV-1

1'-0"

FIRE RATED WALL - RE: LIFE SAFETY SHEET F-110

FIRE ALARM SPEAKER

ROOF SOFFIT PANEL

EXTERIOR LIGHT - WALL PACK

EXHAUST GRILLE

SMOKE DETECTOR

SUPPLY AIR DIFFUSER

RETURN GRILLE

CONCRETE

RADIANT HEATER

CABLE TRAY

RETURN GRILLE

EXIT LIGHT

FOAM GENERATOR - FIRE PROTECTION

WOVEN WIRE MESH (HEIGTH NOT TO EXCEED 10'-0" MAX. ROOM 119C)

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

US Army Corps of Engineers

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

File Path:

Plot Date:

KEY PLAN

A B C

D E F

KEY PLAN

C:\Users\G5EDDLDW\Documents\_477687_Hangar_RVT20_AI_G5EDDLDW.rvt

2/23/2024 11:17:43 AM

A-146

HANGAR

P A

R T

IA

L F

IR

S

T F

L O

O R

R E

F L E

C T

E D

C E

IL

IN

G P

L A

N "F

F O

R T

R

IL

E Y

K

A N

S A

S

K A

N S

A S

C

IT

Y D

IS

T

R

IC

T K

P

E R

S O

N

K P

E R

S O

N

C B

R O

W N

M M c C

O L L U

M

J A

N U

A R

Y

W D

Q -2

-R

-4

F

IL

E N

A M

E

RTA

A T

T A

C K

A V

IA

T

IO

N

B A

T T

A L

IO

N C

O M

P L E

X

P N

F Y

H a n g a r_

R V

T A

I.

rv t

P

E

T

H S

T R

E E

T

K A

N S

A S

C

IT

Y M

O

A N

S I D

1/8" = 1'-0"A1

PARTIAL FIRST FLOOR REFLECTED CEILING PLAN "F"

ROOM SCHEDULE - FIRST FLOOR - AREA "F"

PLAN

NORTH

8'4' 16'0

SCALE: 1/8"=1'-0"

109 MEN'S RESTROOM SHOWER & LOCKER ROOM 684 SF

110 WOMEN'S RESTROOM SHOWER & LOCKER ROOM 302 SF

111 ELEVATOR EQUIPMENT ROOM 58 SF

112 TELECOM, EQUIPMENT ROOM 143 SF

113 MC ORDERLY ROOM 491 SF

113A MC COMPONET REPAIR PLATOON OFFICE 152 SF

113B MC COMMANDER OFFICE 152 SF

113C MC 1ST SERGEANT OFFICE 147 SF

113D MC AIRFRAME REPAIR PLATOON OFFICE 147 SF

114 PNEUDRAULICS 447 SF

114A PNEUDRAULICS STORAGE 56 SF

115 COMPRESSOR ROOM 319 SF

116 MECHANICAL ROOM 729 SF

117 BLADE REPAIR SHOP 659 SF

118 STRUCTURAL REPAIR SHOP 1295 SF

118A STRUCTURAL REPAIR SHOP STORAGE 107 SF

119 POWER PLANT / POWERTRAIN SHOP 1535 SF

119A NON-DESTRUCTIVE INSPECTION (NDI) ROOM 101 SF

119B POWER PLANT / POWERTRAIN SHOP STORAGE 106 SF

119C POWER PLANT / POWERTRAIN SHOP STORAGE 107 SF

120 SYSTEMS REPAIR SHOP 1500 SF

120A SHOP SECTION HQ 145 SF

120B COMSEC SECURE STORAGE 303 SF

120C ARMS VAULT - AIRCRAFT MOUNTED WEAPONS 324 SF

154 VESTIBULE 66 SF

155 VESTIBULE 47 SF

156 VESTIBULE 84 SF

C

H A

N G

E W

E L

D E

D W

IR

E

T O

W O

V E

N W

IR

E

F E

B

1. FIRE RATING OF PARTITIONS SHALL BE AS INDICATED AND CONSISTENT

WITH THE UL DESIGN NOTED. CONSTRUCT ALL RATED WALLS TO COMPLY

WITH THE UL DESIGN REQUIREMENTS. PROVIDED FIRE BLOCKING AT ALL

RATED WALLS.

2. COORDINATE BLOCKING REQUIREMENTS WITH UL DESIGN INDICATED.

3. FIRE RATED WALLS AND CEILINGS SHALL HAVE PERIMETER FIRE SAFING AT

ALL VOIDS. PROVIDE FIRE STOPPING CONSISTENT WITH WALL RATING AND

SPECIFICATIONS AT PENETRATIONS.

4. ACOUSTICAL WALLS SHALL BE CONSTRUCTED WITH CONTINUOUS NON-

HARDENING PERIMETER ACOUSTIC SEALANT. OFFSET WALL

PENETRATIONS (SUCH AS OUTLETS, SWITCH BOXES, ETC.) AT LEAST 24"

HORIZONTALLY. SEAL ALL PENETRATIONS WITH ACOUSTIC SEALANT. FILL

ALL VOIDS @ METAL DECK WITH SOUND ATTENUATION BATT INSULATION.

5. PROVIDE ACOUSTICAL INSULATION AND GYPSUM WALL BOARD TO MEET

THE STC RATING INDICATED.

6. IMPACT RESISTANT GWB SHALL BE USED AS INDICATED ON THE INTERIOR

FINISH SCHEDULE.

7. MOISTURE RESISTANT GWB SHALL BE USED AS INDICATED ON THE

INTERIOR FINISH SCHEDULE.

8. CEMENT BOARD SHALL BE USED AS INDICATED ON THE INTERIOR FINISH

SCHEDULE.

9. ALL METAL STUD ASSEMBLIES SHALL USE 20 GA. STUDS UNLESS NOTED

OTHERWISE.

10. PROVIDE AND INSTALL ALL STIFFENERS, BRACING, AND BACK UP PLATES

AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL

CONTRACTOR INSTALLED CASEWORK, FIXTURES, AND EQUIPMENT.

GENERAL SHEET NOTES

LEGEND

1S6a

F

IR

E R

A T

E D

M A

T E

R

IA

L

N O

M

IN

A L S

IZ

E

P R

O P

E R

T

IE

S

1 HR C

S

M

F

W

CONCRETE

METAL STUDS

7/8

1 1/4 a f m p t v

ACOUSTICAL

VAPOR BARRIER

PLYWOOD BACKED

HEIGHT SYMBOLOGY

TO METAL DECK

TO 1'-0" ABOVE CEILING

TO CEILING

TO HEIGHT PER PLANS

TO VARYING HEIGHTS

TILE

FIBERGLASS REINFORCED

PLASTIC

MOISTURE REISITANT GYPSUM

WALL BOARD

MASONRY

2 HR

HAT CHANNEL

WOVEN WIRE PANEL

UL: NONE

FIRE RATING: NONE

STC RATING: 35-40

3 5/8" METAL STUDS @ 16" O.C.

1 LAYER 5/8" GWB EACH SIDE TO

UNDERSIDE OF STRUCTURE ABOVE

3" GLASS FIBER BATT INSULATION

S4a

UL: NONE

FIRE RATING: NONE

STC RATING: 50

3 5/8" METAL STUDS @ 16" O.C.

2 LAYERS 5/8" TYPE-X GWB

UNCONTROLLED SIDE, 1 LAYER 5/8" TYPE-

X GWB, 1 LAYER 5/8" SOUND RATED GWB

CONTROLLED SIDE TO TRUE CEILING.

3" ACOUSTIC GLASS FIBER BATT

INSULATION.

S4a50

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

3 5/8" METAL STUDS @ 16" O.C.

1 LAYER 5/8" GWB ON ONE SIDE TO

UNDERSIDE OF METAL DECK ABOVE.

3" GLASS FIBER BATT INSULATION

S41/2m

CONTROLLED SIDE

UNCONTROLLED SIDE

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" MOISTURE RESISTANT GWB

ONE SIDE TO UNDERSIDED OF

STRUCTURE ABOVE.

6" GLASS FIBER BATT INSULATION.

S6a1/2m

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

6" METAL STUDS @ 16" O.C.

1 LAYER 3/4" FIRE RATED A-C PLYWOOD

ONE SIDE TO 9'-0"

S6 1/2p

UL: NONE

FIRE RATING: NONE

STC RATING: 45

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" TYPE-X GWB

UNCONTROLLED SIDE , 1 LAYER 5/8"

TYPE-X GWB, 1 LAYER 5/8" SOUND

RATED GWB CONTROLLED SIDE TO

TRUE CEILING.

6" ACOUSTIC GLASS FIBER BATT

INSULATION.

S6a45

UL: NONE

FIRE RATING: NONE

STC RATING: 44

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" MOISTURE RESISTANT GWB

1 SIDE, 1 LAYER 5/8" GWB 1 SIDE TO

UNDERSIDE OF STRUCTURE ABOVE.

6" GLASS FIBER BATT INSULATION.

S6a

UL: NONE

FIRE RATING: NONE

STC RATING: 44

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" MOISTURE RESISTANT GWB

1 SIDE, 1 LAYER 5/8" GWB 1 SIDE TO 1'-0"

ABOVE FINISHED CEILING.

6" GLASS FIBER BATT INSULATION.

S6m

UL: NONE

FIRE RATING: NONE

STC RATING: 44

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" MOISTURE RESISTANT GWB

1 SIDE, 1 LAYER 5/8" GWB 1 SIDE TO

UNDERSIDE OF STRUCTURE ABOVE. 1

LAYER 3/4" FIRE RATED A-C PLYWOOD

TO THE 8'-0" LEVEL.

6" GLASS FIBER BATT INSULATION.

S6ap

UL: NONE

FIRE RATING: NONE

STC RATING: 44

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" MOISTURE RESISTANT GWB

1 SIDE, 1 LAYER 5/8" GWB 1 SIDE TO

STRUCTURE ABOVE.

6" GLASS FIBER BATT INSULATION.

S6m

UL: NONE

FIRE RATING: NONE

STC RATING: 44

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" MOISTURE RESISTANT GWB

ON UTILITY SIDE, 1 LAYER 5/8" GWB 1

SIDE TO UNDERSIDE OF STRUCTURE

ABOVE. 1 LAYER 3/4" FIRE RATED A-C

PLYWOOD ON UTILITY SIDE TO THE 8'-0"

LEVEL.

6" GLASS FIBER BATT INSULATION.

S6mp

CONTROLLED SIDE

UNCONTROLLED SIDE

UL: NONE

FIRE RATING: NONE

STC RATING: 44

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" GWB ONE SIDE TO

UNDERSIDED OF METAL DECK

SOUND ATTENUATION BATT

INSULATION.

S6a1/2

UL: NONE

FIRE RATING: NONE

STC RATING: 44

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" GWB ON PLAN SIDE WEST

OF PARTITION TO UNDERSIDE OF

METAL DECK. 1 LAYER 7/16" OSB ON

PLAN SIDE EAST OF PARTITION TO

UNDERSIDE OF METAL DECK.

SOUND ATTENUATION BATT

INSULATION.

S6ao

UL: NONE

FIRE RATING: ONE HOUR

STC RATING: 40

8" CONCRETE MASONRY UNIT (CMU)

FULLY GROUTED TO UNDERSIDE OF

METAL DECK. RE: STRUCTURAL 7/8" HAT

CHANNEL AT 12" O. C. W/ 5/8" TYPE X

GWB BOTH SIDES, TO UNDERSIDE OF

METAL DECK.

1M8F2

UL: NONE

FIRE RATING: 1 HOUR

STC RATING: 40

8" CONCRETE MASONRY UNIT (CMU)

FULLY GROUTED TO UNDERSIDE OF

METAL DECK.RE: STRUCTURAL

3 5/8" METAL STUD W/3" RIGID

INSULATION, 5/8" TYPE X GWB ONE SIDE

TO UNDERSIDE OF METAL DECK.

1M8S1/2

UL: NONE

FIRE RATING: 1HR

STC RATING: N/A

8" CONCRETE WALL FURRED TO HEIGHT

AS SHOWN ON DRAWINGS.

1 LAYER 5/8" GWB ON 7/8" HAT

CHANNELS 12" O.C., ONE SIDE TO 1'-0"

ABOVE CEILING.

1C8F1/2

UL: NONE

FIRE RATING: 1HR

STC RATING: N/A

8" CONCRETE WALL TO HEIGHT AS

SHOWN ON DRAWINGS.

1C8

UL: NONE

FIRE RATING: 1 HOUR

STC RATING: 40

8" CONCRETE MASONRY UNIT (CMU) TO

UNDERSIDE OF METAL DECK.

1M8

UL: NONE

FIRE RATING: 2 HOURS

STC RATING: NONE

3 5/8" METAL STUDS @ 16" O.C.

2 LAYER 5/8" TYPE-X GWB EACH SIDE.

3" ACOUSTIC GLASS FIBER BATT

INSULATION.

2S4a

UL: NONE

FIRE RATING: NONE

STC RATING: 35-40

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" GWB EACH SIDE TO 1'-0"

ABOVE FINISHED CEILING.

6" GLASS FIBER BATT INSULATION

S6

UL: NONE

FIRE RATING: NONE

STC RATING: 35-40

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" GWB EACH SIDE TO

UNDERSIDE OF STRUCTURE ABOVE.

6" GLASS FIBER BATT INSULATION

S6

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

3 5/8" METAL STUDS @ 16" O.C.

1 LAYER 5/8" GWB EACH SIDE TO

STRUCTURE ABOVE & 1 LAYER 3/4" FIRE-

RATED A-C PLYWOOD ON UTILITY SIDE

OVER 5/8" GWB TO 8'-0" A.F.F.

6" GLASS FIBER BATT INSULATION

S6p

UL: NONE

FIRE RATING: NONE

STC RATING: 35-40

3 5/8" METAL STUDS @ 16" O.C.

1 LAYER 5/8" GWB EACH SIDE TO

UNDERSIDE OF METAL DECK

S4m

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

1 1/4" STEEL FRAME WITH WOVEN WIRE

INFILL. PANEL SIZE PER

MANUFACTURER'S STANDARD SIZES.

PARTITION PANELS RUN TO THE

HEIGHT NOTED ON THE REFLECTED

CEILING PLANS OR TO THE UNDER SIDE

OF STRUCTURE ABOVE AS INDICATED.

WWPP

UL: NONE

FIRE RATING: NONE

STC RATING: 35-40

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" TYPE X GWB EACH SIDE

TO UNDERSIDE OF METAL DECK

SOUND ATTUNATION BATT INSULATION

S6a

UL: NONE

FIRE RATING: 1 HOUR

STC RATING: 40

8" CONCRETE MASONRY UNIT (CMU)

FULLY GROUTED TO UNDERSIDE OF

METAL DECK.RE: STRUCTURAL

7/8" HAT CHANNEL.

1 LAYER 5/8" TYPE X GWB ONE SIDE TO

UNDERSIDE OF METAL DECK.

1M8F1/2

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

1 1/4" STEEL FRAME WITH WOVEN WIRE

INFILL. PANEL SIZE PER

MANUFACTURER'S STANDARD SIZES.

PARTITION PANELS RUN TO THE

HEIGHT NOTED ON THE REFLECTED

CEILING PLANS OR TO THE UNDER SIDE

OF STRUCTURE ABOVE AS INDICATED.

WWPP

UL: NONE

FIRE RATING: NONE

STC RATING: 35-40

3 5/8" METAL STUDS @ 16" O.C.

1 LAYER 5/8" GWB EACH SIDE TO

UNDERSIDE OF METAL DECK

S4m

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

3 5/8" METAL STUDS @ 16" O.C.

1 LAYER 5/8" GWB ON ONE SIDE TO

UNDERSIDE OF METAL DECK ABOVE.

3" GLASS FIBER BATT INSULATION

S41/2m

CONTROLLED SIDE

CONTROLLED SIDE

UL: NONE

FIRE RATING: NONE

STC RATING: 50

6" METAL STUDS @ 16" O.C.

1 LAYER 5/8" TYPE-X GWB

UNCONTROLLED SIDE , 1 LAYER 5/8"

TYPE-X GWB, 1 LAYER 5/8" SOUND

RATED GWB EACH SIDE TO TRUE

CEILING.

6" ACOUSTIC GLASS FIBER BATT

INSULATION

S6a50

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

2 1/2" METAL STUDS @ 12" O.C.

1 LAYER 5/8" GWB ON ONE SIDE TO 1'-0"

ABOVE CEILING..

S3 1/8

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

7/8" METAL HAT CHANNEL @ 12" O.C.

1 LAYER 5/8" GWB ON ONE SIDE TO 1'-0"

ABOVE CEILING.

S2 1/8

UL: NONE

FIRE RATING: NONE

STC RATING: 40

8" CONCRETE MASONRY UNIT (CMU)

FULLY GROUTED TO UNDERSIDE OF

METAL DECK. RE: STRUCTURAL

7/8" HAT CHANNEL.

1 LAYER 5/8" GWB ONE SIDE TO

UNDERSIDE OF METAL DECK.

M8F1/2

UL: NONE

FIRE RATING: NONE

STC RATING: 40

8" CONCRETE MASONRY UNIT (CMU)

FULLY GROUTED TO UNDERSIDE OF

METAL DECK. RE: STRUCTURAL 7/8" HAT

CHANNEL AT 12" O. C. W/ 5/8" GWB BOTH

SIDES, TO UNDERSIDE OF METAL DECK.

M8F2

UL: NONE

FIRE RATING: NONE

STC RATING: NONE

7/8" METAL HAT CHANNEL @ 12" O.C.

1 LAYER 1/4" GWB, 1 LAYER 5/8" GWB

ON ONE SIDE TO 1'-0" ABOVE CEILING.

S1 3/4

WWPP

WWPP

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

US Army Corps of Engineers

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

File Path:

Plot Date:

C:\Users\G5EDDLDW\Documents\_477687_Hangar_RVT20_AI_G5EDDLDW.rvt

2/23/2024 11:17:45 AM

A-500

HANGAR

P A

R T

IT

IO

N P

L A

N S

F O

R T

R

IL

E Y

K

A N

S A

S

K A

N S

A S

C

IT

Y D

IS

T

R

IC

T K

P

E R

S O

N

K P

E R

S O

N

C B

R O

W N

M M c C

O L L U

M

J A

N U

A R

Y

W D

Q -2

-R

-4

F

IL

E N

A M

E

RTA

A T

T A

C K

A V

IA

T

IO

N

B A

T T

A L

IO

N C

O M

P L E

X

P N

F Y

H a n g a r_

R V

T A

I.

rv t

P

E

T

H S

T R

E E

T

K A

N S

A S

C

IT

Y M

O

A N

S I D

U

P D

A T

E D

S R

F -2

F E

B