AMD 4-EIE439- 30 MAY 2025.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

PROJECT BY TITLE/LOCATION: EIE439 FUELS MANAGEMENT AND LABORATORY FACILITY

1. This amendment provides changes to the solicitation as indicated on the continuation pages of this document.

2. THE PROPOSAL DUE DATE IS EXTENDED TO 06 JUNE 2025, 2:00PM AKDT.

3. Proposals shall be submitted in accordance w ith section 00 21 00, Para 1.12, Proposal Submittals

4.You are required to acknow ledge receipt of this amendment on the reverse side of the standard form 1442

All other terms and conditions outlined in the Solicitation remain the same

POC for this Amendment is MAJ Raven S. Donelson, 907-753-5611

1. CONTRACT ID CODE PAGE OF PAGES

J 1 53

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

16C. DATE SIGNED

BY 30-May-2025

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 W911KB25R0020

X 9B. DATED (SEE ITEM 11)

21-Apr-2025

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

30-May-2025

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

2204 TALLEY AVENUE

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

Amendment #0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

Summary of Changes

a. The following drawings are substituted for the superseded documents/sections:

- Revised Drawing A-311 provided. (bidder inquiry 11357603)

- Revised Drawing A-102 provided. (bidder inquiry 11358172)

- Revised Drawing A-601 provided. (bidder inquiry 11358174)

- Revised Drawing A-403 provided. (bidder inquiry 11359392)

- Revised Drawings A-201 and A-602 provided. (bidder inquiry 11359398)

- Revised Drawing S-503 provided. (bidder inquiry 11359418)

- Revised Drawing S-102 provided. (bidder inquiry 11359423)

- Revised Drawing A-407 provided. (bidder inquiry 11359465)

b. The following drawings are added:

NONE

c. The following drawings are deleted:

- Drawings H-001 and H-101 dated 10.17.24 are deleted (bidder inquiries 11359351 and

11359496)

d. The following revised documents/sections are added/substituted for the superseded documents/sections: The identifier “AM#0004” appears before and after new and/or revised materials, except as noted below.

- Revised Section 00 22 11, Para 7.1.4, paragraph 1b provided to add 45-day pause in schedule for move in.

Page 13 of Section 00 22 11 is being replaced in its entirety

- Revised Section 01 45 04.00 29 Contractor Quality Control, Part 3.4.3 QC Personnel provided.

Page 6 of Section 01 45 04.00 29 is being replaced in its entirety

- Revised Section 10 51 13 provided which deletes paragraph 2.1.2. (bidder inquiries 11348524 and 11359395)

- Revised Section 10 28 13, paragraph 2.1.14 was provided. (bidder inquiry 11359392) and adding item numbers (“TA-##) to paragraphs 1.2, 2.1.3, 2.1.4, 2.1.5, 2.1.6, 2.1.7, 2.1.8, 2.1.9, 2.1.10, 2.1.11, 2.1.12, 2.1.13, and 2.1.14 for easier cross referencing to the item numbers indicated in the drawings.

e. The following sections are deleted:

NONE

f. Other:

- Bidder Inquiry Report (in its’ entirety)

- Proposal due date is extended to 6 JUN 2025, 2:00PM AKDT.

- The offeror acceptance period has increased by 30 from 60 to 90.

g. The following documents will be revised and issued at a later date as a separate amendment:

None

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME

(End of Summary of Changes)

Section 00 22 11 Page 13

Section 00 22 11

7.1.4 The schedule submittal should include as a minimum:

1. Summary Schedule:

W911KB25R0020

EIE439

a. Overall Show the overall construction phase for the facilities, the site work and the utilities. Include any long lead items and any fast-tracking starts. It isn't necessary to show the detailed breakdown construction (e.g., by trades) of each facility, site work and utilities.

b. Show turnover of facility. The duration to complete the facility and turnover to include Red Zone, Government walk-through and final turnover. the government must consider the requirement for the Contractor Quality Control (CQC) completion inspection and the subsequent joint Contractor-Government turnover inspection. of new fuel lab. Additionally, include demo of existing Lab, showing a no less than 45 days pause between bldg. turnover and Demo start.

…AM#0004

c. Constraints: Offeror must demonstrate the capability and flexibility to plan and schedule the complete project to meet the proposed contract completion period.

Clearly identify any constraints on the schedules presented (e.g., labor or material availability, scheduled airfield exercises, utility outages, permits, weather, etc.).

Indicate the anticipated overall critical path on the schedule.

7.2 EVALUATION CRITERIA:

7.2.1 Summary Schedule: The Government will evaluate the summary schedule for construction. The length of the schedule must match the contract duration. If it is shorter than the proposed contract duration, it offers no advantage to the Government because it is non-binding, only representing a preliminary planned schedule. A schedule shorter than the contract duration may indicate the Offeror is placing additional risk on the Government for any delays between the scheduled completion date and the required contract completion period. Therefore, the Government believes that there is no valid need to shorten the schedule less than the contract duration. The Government will evaluate the schedule to assess the strength of understanding of the project scope, restrictions which must be considered in the schedule such as permitting and long lead items. The Government may take into account how well the summary schedule and other technical submittals supports the proposed duration, as well as use other information, such as but not limited to independent judgment concerning logic, constraints and typical construction durations. Inconsistencies between documents will be considered a weakness. The packaging plan should minimize risk to the Contractor and to the Government for tear-out and coordination for reviews.

AM#0004...

quality control and are International Code Council (ICC) certified as a Commercial Building Inspector. For Military Family Housing projects, ICC Residential Building Inspector certification is required in lieu of the Commercial Building Inspector certification.

AM#0004... 3.4.3 CQC Personnel

In addition to CQC personnel specified elsewhere in the contract, provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the following areas: civil, mechanical, electrical, structural , architectural, Design Quality Control Manager . These individuals or specialized technical companies are employees of the prime or subcontractor; are not intended to be full time; be responsible to the CQC System Manager; be physically present at the construction site during work on the specialized personnel's areas of responsibility; have the necessary education and/or experience in accordance with the experience matrix listed herein. These individuals may perform other duties but must be allowed sufficient time to perform their assigned quality control duties as described in the Quality Control Plan. have no other duties other than quality control.

Experience Matrix

Area Qualifications

Civil Graduate Civil Engineer or Construction Manager with 4 years experience in the type of work being performed on this project or technician with 5 yrs related experience

Mechanical Graduate Mechanical Engineer with 4 yrs experience or person with 5 years of experience supervising mechanical features of work in the field with a construction company

Electrical Graduate Electrical Engineer with 4 years related experience or person 5 years of experience supervising electrical features of work in the field with a construction company

Structural Graduate Civil Engineer (with Structural Track or Focus) or Construction Manager with 4 years experience or person 5 years of experience supervising structural features of work in the field with a construction company

Architectural Graduate Architect with 4 years experience or person with 5 years related experience

...AM#0004

3.4.4 Additional Requirement

In addition to the above experience and education requirements the Contractor Quality Control CQC System Manager and Alternate CQC System Manager are required to have completed the "Construction Quality Management (CQM) for Contractors" course. If the CQC System Manager does not have a current certification, obtain the CQM for Contractors course certification within 90 days of award. If the CQC Manager Certificate

SECTION 01 45 04.00 29 Page 6

SECTION 10 51 13

PHENOLIC LOCKERS

05/11

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM A568/A568M (2019a) Standard Specification for Steel, Sheet, Carbon, Structural, and

High-Strength, Low-Alloy, Hot-Rolled and

Cold-Rolled, General Requirements for

ASTM A653/A653M (2022) Standard Specification for Steel

Sheet, Zinc-Coated (Galvanized) or

Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A924/A924M (2022a) Standard Specification for General

Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM A1008/A1008M (2021a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength

Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM B456 (2017; R 2022) Standard Specification for

Electrodeposited Coatings of Copper Plus

Nickel Plus Chromium and Nickel Plus

Chromium

ASTM D6386 (2016a) Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Painting

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-PRF-22750 (2014; Rev G; Notice 1 2019) Coating, Epoxy, High Solids

MIL-PRF-23377 (2012; Rev K) Primer Coatings: Epoxy, High

Solids

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS AA-L-00486 (Rev J) Lockers, Clothing, Steel

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

Types; G

Location; G

Installation

Numbering system

SD-03 Product Data

Material

Locking Devices

Lock Control Chart

Handles

Finish

Locker components

Assembly instructions

SD-04 Samples

Color chips; G

1.3 DELIVERY, HANDLING, AND STORAGE

Deliver lockers and associated materials in their original packages, containers, or bundles bearing the manufacturer's name and the name of the material. Protect from weather, soil, and damage during delivery, storage, and construction.

1.4 FIELD MEASUREMENTS

To ensure proper fits, make field measurements prior to the preparation of drawings and fabrication. Verify correct location

1.5 QUALITY ASSURANCE

1.5.1 Color Chips

Provide a minimum of three color chips, not less than 3 inches square, of each color indicated.

Government may request performance-characteristic tests on assembled lockers. Tests and results must conform to FS AA-L-00486. Lockers not conforming will be rejected.

PART 2 PRODUCTS

2.1 TYPES

Locker must have the following type and size in the location and quantities indicated. Locker finish colors will be as scheduled.

AM#0004...

2.1.1 Double-Tier

Double-tier lockers must be as follows:

Type DTL-1: Double-tier locker 15 inches wide, 15 inches deep, and 72 inches high, attached to 6-inch high legs

Type DTL-2: Double-tier locker 15 inches wide, 18 inches deep, and 72 inches high, attached to 6-inch high legs

Type DTC-1: Double-tier locker 15 inches wide, 15 inches deep, and 72 inches high, attached to a 6-inch high closed base

Type DTC-2: Double-tier locker 15 inches wide, 18 inches deep, and 72 inches high, attached to a 6-inch high closed base

Type DTW-1: Double-tier locker 15 inches wide, 15 inches deep, and 72 inches high, without base

Type DTW-2: Double-tier locker 15 inches wide, 18 inches deep, and 72 inches high, without base

...AM#0004

2.2 MATERIAL

2.2.1 Phenolic Panels

Material shall be solid Phenolic with a high pressure melamine matte finish surface made as an integral part of the core material. Laminated surfaces are not acceptable. Surface and edges shall be non-porous and shall not support fungus or bacteria. Phenolic material shall Meet or exceed the requiremetns for ClassB Flame Spread Rating and Smoke Developed calculatedaccording to ASTM E84.

2.2.2 Finish

2.2.2.1 Color

indicated in Section 09 06 00 SCHEDULE FOR FINISHES

2.3 COMPONENTS

2.3.1 Built-In Locks

FS AA-L-00486. Provide locking devices as a padlock eye in the door latching mechanism.Submit Lock Control Chart showing each lock required for the project, the locker identification plate number, and the lock combination.

2.3.2 Coat Hooks

FS AA-L-00486, chromium plated.

2.3.3 Hanger Rods

FS AA-L-00486.

2.3.4 Door Handles

FS AA-L-00486. Provide zinc alloy or steel handles with a chromium coating.

2.3.5 Doors

FS AA-L-00486, not less than 0.0598 inch thick steel sheet.

2.3.5.1 Hinges

In addition to the requirements of FS AA-L-00486, provide 5-knuckle hinges, minimum 2 inches high. Fabricate knuckle hinges from not less than 0.0787 inch thick steel sheet. A full height piano hinge may be provided if standard with the manufacturer. Weld or bolt hinges to the door frame.

Weld, bolt, or rivet hinges to the door.

2.3.5.2 Latching Mechanisms

FS AA-L-00486.

2.3.6 Latch Strikes

FS AA-L-00486. Fabricate from not less than 0.0787 inch thick steel sheet, except latch strike may be continuous from top to bottom and fabricated as part of the door framing.

2.3.7 Silencers

FS AA-L-00486.

2.3.8 Back and Side Panels, Tops, and Bottoms

FS AA-L-00486, not less than 0.0474 inch thick steel sheet.

2.3.9 Shelves

FS AA-L-00486. Fabricate from not less than 0.0598 inch thick steel sheet.

2.3.10 Base Panels

FS AA-L-00486.

2.3.11 Legs

Provide lockers without legs, as indicated.

2.3.12 Number Plates

FS AA-L-00486. Aluminum . Provide consecutive numbers as indicated in the drawings..

2.3.13 Fastening Devices

Provide bolts, nuts, and rivets as specified in FS AA-L-00486.

PART 3 EXECUTION

3.1 ASSEMBLY AND INSTALLATION

Assemble lockers according to the locker manufacturer's instructions.

Align lockers horizontally and vertically. Secure lockers to wall and base with screws as indicated. Bolt adjacent lockers together. Adjust doors to operate freely without sticking or binding and to ensure they close tightly.

3.2 NUMBERING SYSTEM

Install number plates on lockers consecutively as indicated .

3.3 FIELD QUALITY CONTROL

3.3.1 Testing

Government may request performance-characteristic tests on assembled lockers in accordance with FS AA-L-00486. Lockers not conforming will be rejected.

3.3.2 Repairing

Remove and replace damaged and unacceptable portions of completed work with new.

3.3.3 Cleaning

Clean surfaces of the work, and adjacent surfaces soiled as a result of the work, in an approved manner. Remove equipment, surplus materials, and rubbish from the site.

-- End of Section --

SECTION 10 28 13

TOILET ACCESSORIES

08/20

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 NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z535.4 (2011) Product Safety Signs and Labels

ASTM INTERNATIONAL (ASTM)

ASTM F2285 (2004; R 2016; E 2016) Standard Consumer

Safety Performance Specification for

Diaper Changing Tables for Commercial Use

ASTM G21 (2015; R 2021; E 2021) Standard Practice for Determining Resistance of Synthetic

Polymeric Materials to Fungi

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-STD-1691 (1994; Rev F) Construction and Material

Schedule for Military Medical and Dental

Facilities

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

Product Schedule

Submit product Schedule indicating types, quantities, sizes, and installation locations by room for each toilet accessory item required. Identify locations using room designations indicated on the drawings.

SD-03 Product Data

Recycled content for stainless steel toilet accessories; S

AM#0004...

Item A5030 (TA-09)Bench, Shower

Item A5080 (TA-07)Dispenser/Trash Receptacle, Paper Towel, SS, Semi-recessed

Item A5090 (TA-14) Disposal, Sanitary Napkin, SS, Surface Mounted

Item A5109 (TA-01,02,03)Grab Bar, 1-1/4 inch Dia., SS, 2 Wall, W/C

Accessible

Item A5110 (TA-10)Grab Bar, 1-1/4 inch Dia., SS, 2 Wall, Shower Use

Item A5135 (CA-01)Shelf, Utility W/ Mop/Broom Holders, SS, Surf

Mntd

Item A5170 (TA-12)Rod, Shower Curtain, 1 inch Diameter, W/Curtain

& Hooks

Item A5175 (TA-06)Soap Dispenser, SS, Surface Mounted

Item A5195 (TA-04)Dispenser, Toilet Tissue, SS, 1-Roll, Surface

Mntd

Item A5200 Dispenser, Toilet Tissue, SS, 2-Roll, Surface Mntd

Item A5205 (TA-11)Bar, Towel, 1 inch Diameter, SS, Surface Mounted

Item A5081 (TA-15)Dispenser, Paper Towel, SS, Semi-recessed

...AM#0004

Submit catalog numbers, literature, data sheets, construction details, profiles, anchoring and mounting requirements ,including cutouts in other work and substrate preparation, ,electrical characteristics, and other pertinent data for each toilet accessory item to evaluate function, materials, dimensions and appearance.

SD-10 Operation and Maintenance Datafor each toilet accessory.

Item A5030 Bench, Stall, Shower, Built In

Submit Data Package 1 for each toilet accessory item , and Data

Package 2 for each electrical toilet accessory item, in accordance with Section 01 78 23 OPERATIONS AND MAINTENANCE DATA.

1.3 DELIVERY, STORAGE, AND HANDLING

Wrap toilet accessories for shipment and storage, then deliver to the jobsite in manufacturer's original packaging, and store in a clean, dry area protected from construction damage and vandalism.

1.4 WARRANTY

Provide manufacturer's warranty to repair or replace defective materials and workmanship for a period of one year from date of final acceptance of the work..

PART 2 PRODUCTS

2.1 ACCESSORY ITEMS

Provide toilet accessories where indicated in accordance with

Contractor-provided product schedule. Conform to the requirements for accessory items specified herein which are based on MIL-STD-1691 Joint

Schedule Numbers (JSN). Provide each accessory item complete with the necessary mounting plates of sturdy construction with corrosion resistant surface.

Provide stainless steel products listed herein manufactured from materials containing a minimum of 50 percent recycled content. Provide data identifying percentage of recycled content for stainless steel toilet accessories.

2.1.1 Anchors and Fasteners

Provide corrosion-resistant anchors and fasteners capable of developing a restraining force commensurate with the strength of the accessory to be mounted and suited for use with the supporting construction. Provide tamperproof design fasteners with finish to match the accessory. Provide fasteners proposed for use for each type of wall construction and mounting.

2.1.2 Finishes

Except where noted otherwise, provide the following finishes on metal:

Metal Finish

Stainless steel No. 4 satin finish

AM#0004...

2.1.3 Item A5030 (TA-09)Bench,Shower, Wall mounted shower seat. Frame made of 18 gauge stainless steel with satin finish. Seat made of one piece of 1/2 inch thick nonporous solid phenolic with slots to permit water to drain, secured to frame with stainless steel carriage bolts and acorn nuts. Mounting hardware included. Seat to support a minimum static load of 250 pounds. Hinge seat to fold up when not in use. Seat complies with ADA guidelines.

Approximate size: 34 inches wide by 22 inches deep by 1/2 inch thick.

2.1.4 Item A5080 (TA-07)Dispenser, Paper Towel and Trash Receptacle, SS, S

Semi-recessed

Surface mounted unit constructed of stainless steel with satin finish, welded construction, and have full length piano hinge, tumbler lock, refill indicator. Unit has smooth corners, free of burrs and sharp edges. Unit has a capacity of 400 single fold paper towels.

Approximate size: 18 inches wide by 30 inches high by 6 inches deep.

semi-recessed.

2.1.5 Item A5090 (TA-14)Disposal, Sanitary Napkin, SS, Surface Mounted

Surface mounted sanitary napkin receptacle. Unit made of stainless steel with satin finish and all welded construction. Unit has piano hinge attached at the top and an integral finger depression for opening. For use with disposable paper liners, available separately. Unit may be attached to wall or toilet partition.

Approximate size: 7 inches wide by 4 inches deep by 10 inches high.

2.1.6 Item A5109 (TA-01,02,03)Grab Bar, 1-1/4 Inch Diameter, SS, 2 Wall, W/C Accessible

Grab bar of 1-1/4 inch diameter satin finish stainless steel with peened gripping surface for use in toilet stall/room. Snap-on flange covers for concealed mounting are stainless steel and equipped with two screw holes for attachment to wall. Grab bars designed to meet and exceed ADA requirements for structural strength. Grab bars designed to withstand loads of 900 pounds when properly installed. Clearance from wall to grab bar is 1-1/2 inches to meet ADA and ANSI codes.

2.1.7 Item A5110 (TA-10)Grab Bar, 1-1/4 Inch Diameter, SS, 2 Wall, Shower

Use

Grab bar of 1-1/4 inch diameter satin finish stainless steel with peened gripping surface. Snap-on flange covers for concealed mounting stainless steel. Bent ends of tubing pass through the flanges and are Heliarc welded for maximum strength. Grab bars designed to meet and exceed ADA requirements for structural strength. Grab bars designed to withstand loads of 900 pounds when properly installed. Clearance from wall to grab bar is 1-1/2 inches to meet ADA and ANSI codes.

2.1.8 Item A5135 (CA-01)Shelf, Utility W/ Mop/Broom Holders, SS, Surf

Mounted

Surface mounted mop/broom holder with shelf made of 18 gauge stainless steel with all exposed surfaces in satin finish. Unit has shelf 8 inches deep with shelf support brackets of satin finish stainless steel welded to mounting base, and a minimum of 3 hooks/3 holders. Mop holders have spring-loaded rubber cams and hold mop or broom handle with a diameter between 5/8 inch and 1 inch.

Approximate size: 36 inches wide by 8 inches deep.

2.1.9 Item A5170 (TA-12)Rod, Shower Curtain, 1 Inch Diameter, W/Curtain &

Hooks

Shower Curtain Rod with concealed mounting. Shower curtain rod made of satin finish stainless steel, 1 inch diameter, with flanges included, and have white vinyl shower curtain, 72 inches high, and stainless steel curtain hooks. Shower curtain has corrosion resistant grommets, reinforced heading, and treated with antibacterial and flame retardant agents. Shower hooks are stainless steel. Length as indicated on drawings.

2.1.10 Item A5175 (TA-06)Soap dispenser, SS, Surface-mounted

Surface mounted heavy duty stainless steel soap dispenser. Exposed surfaces to be satin finish.

Approximate size: 7 inches wide by 5 inches high by 2-3/4 inches deep.

2.1.11 Item A5195 (TA-04)Dispenser, Toilet Tissue, SS, 1-Roll, Surface

Mounted

Concealed surface mounted single roll toilet tissue dispenser of satin finish stainless steel. Spindle to be free-spinning for non-controlled delivery, chrome-plated high impact resistant plastic and equipped with heavy-duty internal spring. Unit accommodates standard core toilet paper roll up to 5-1/2 inches diameter. Mounting hardware included.

Approximate size: 7-3/4 inches wide by 2 inches high by 4 inches deep.

2.1.12 Item A5200 Dispenser, Toilet Tissue, SS, 2-Roll, Surface Mounted

Concealed surface mounted, double roll, toilet tissue dispenser of stainless steel. Unit holds and dispenses two standard 5-1/4 inch diameter rolls of toilet tissue. Spindles are free-spinning for non-controlled delivery, chrome-plated plastic equipped with heavy-duty internal springs.

Approximate size: 7 inches diameter by 4 inches deep.

2.1.13 Item A5205 (TA-11)Bar, Towel, 25 mm (1 inch) Diameter, SS, Surface

Mounted

Surface mounted satin finish stainless steel towel bar of 1 inch diameter.

Support posts fabricated of heavy solid cast brass with satin finish.

Stainless steel set screw keeps bar from rotating in posts. Clearance between towel bar and wall is 1-1/2 inches.

2.1.14 Item A5081 (TA-15)Dispenser, Paper Towel, SS, Semi-recessed

Surface mounted unit constructed of stainless steel with satin finish, welded construction, and have full length piano hinge, tumbler lock, refill indicator. Unit has smooth corners, free of burrs and sharp edges. Unit has a capacity of 400 single fold paper towels.

Approximate size: 18 inches wide by 8 inches high by 6 inches deep.

semi-recessed.

...AM#0004

PART 3 EXECUTION

3.1 INSTALLATION

Do not install items that show visual evidence of biological growth.

Provide the same finish for the surfaces of fastening devices exposed after installation as the attached accessory. Provide oval exposed screw heads.

Install accessories at the location and height indicated. Protect exposed surfaces of accessories with strippable plastic or by other means until the installation is accepted. After acceptance of accessories, remove and dispose of strippable plastic protection. Coordinate accessory manufacturer's mounting details with other trades as their work progresses. Use sealants for brackets, plates, anchoring devices and similar items in showers (a silicone sealantsealant specified in Section

07 92 00 JOINT SEALANTS) as they are set to provide a watertight installation. After installation, thoroughly clean exposed surfaces and restore damaged work to its original condition or replace with new work.

3.1.1 Recessed Accessories

Fasten accessories with wood screws to studs, blocking or rough frame in wood construction. Set anchors in mortar in masonry construction. Fasten to metal studs or framing with sheet metal screws in metal construction.

3.1.2 Surface Mounted Accessories

Mount on concealed backplates, unless specified otherwise. Conceal fasteners on accessories without backplates. Install accessories with corrosion-resistant fasteners as required by the construction. Install backplates in the same manner, or provide with lugs or anchors set in mortar, as required by the construction. Fasten accessories mounted on gypsum board and plaster walls without solid backing into the metal or wood studs, or to backplates secured to metal studs.

3.2 CLEANING

Clean material in accordance with manufacturer's recommendations. Do not use alkaline or abrasive agents. Take precautions to avoid scratching or marring exposed surfaces.

-- End of Section --

Bid Inquiry Contractor Report All Inquiries

Project: Fuel Management and Lab Facility (DESC2503) Review: EIE439 Fuels Mgmt & Lab Fae (00001) (sorted by CommentlD ) Displaying 137 inquiries.

I Id II Discipline II Sheet II Detail II Spec 11130828311 Contracting II None II None II None

I I I

Comment Classification: UNCLASSIFIED (U)

Can the site visit time be changed to 11 :00 am to accomodate contractors arriving in Fairbanks at 9:00 am. Flight delays are quite common recently.

On: Apr 23 2025.

IIGovernment Response .. AMD 1 was issued on 25 APR 2025 On: May 07 2025 llcurrent Request Status: Request Closed

Information for this report is procurement sensitive.

11131093611 Electrical II II II 26 20 00 Comment Classification: UNCLASSIFIED (U)

26 20 00 Interior Distribution System specification lists MC (Metal Clad) Cable within the product data and execution, it is acceptable for use within the walls and the homerun is a appropriate sized raceway?

On: Apr 24 2025.

Government Response. . Correct. Metal Clad cable may be used for branch circuit wiring in concealed, dry locations other than homeruns. Homeruns shall be building wire in raceway. Metal Clad cable used for branch circuit wiring from a light switch to the light fixture shall include a neutral conductor. On: May 07 2025

I I llcurrent Request Status: Request Closed Information for this report is procurement sensitive.

11131365611 Electrical II ED101 II A1 II

I I I

Comment Classification: UNCLASSIFIED (U)

General sheet note 1 on ED101 state to provide temporary power. Please state voltage, amperage, and phase required.

On: Apr 25 2025.

IIGovernment Response .. Service is 1 OOA, 208V, 30 On: May 07 2025 llcurrent Request Status: Request Closed

Information for this report is procurement sensitive.

11131367111 Electrical II E101 II A1 II Comment Classification: UNCLASSIFIED (U)

There is an underground electrical service shown on ED101 to be partially demolished, and then reconnected on E101. See general sheet note #8 on E101. What does this feed and what duration is allowed for a power outage for this particular feeder?

On: Apr 25 2025. D Government Response. . the line is from previous temp utilities. Please follow outages and durations as spelled out in the RFP. On: May 23 2025

I llcurrent Request Status: Request Closed

I Information for this report is procurement sensitive.

11132190011 Mechanical II 11 11 Comment Classification: UNCLASSIFIED (U)

23 07 00

Reference Tables 1 and 2: What materials and thicknesses are required for pipe insulation on steam and steam condensate piping?

On: Apr 30 2025.

D Government Response .. Steam pipe: Mineral Fiber, 1.5" thick. Steam Condensate: Mineral Fiber 1.5" thick On:

May 14 2025

I I

I I I I

I I

I I I

I I

It's indicated on the SF1442 that offers need to remain valid for 60 days.

Assume an Award Date of July 15th (assuming this date project completion date would be 7/15/2027) .

KTR immediately begins execution of preconstruction submittals, specifically the SAP. Per specification section 02 61 13 the KTR is to allow 90 days for the SAP. Assuming 20 calendar days for submittal preparation and the 90 day review period no onsite work (excavation) could begin until 11/2/2025. This is not an optimal time to begin excavation for a new building. It is possible, but it would be very costly for the project in additional temporary heat for earthwork and concrete construction (to get the building enclosed).

If construction did commence in November of 2025 the new facility would not be completed for turnover for at least 14 months (optimistic scenario). After its completion the KTR is required to account for 180 day move in period (See Projnet Response 11331029). Based on the following durations it only leaves 10 days to complete the work associated with Phase 2 (reference G-

102) of the project.

120 Day Preconstruction Submittals & SAP approval (July 15th - November 12th) 420 Day (14MTHS) New Construction Completion (November 12th - January 7th 2027) 180 Day Occupant Move Period (January 8th - July7th 2027) PHASE 2 (July 8th - October 6th 2027)

On: May 28 2025.

DI IGovernment Response. . Duration from turnover to demo is a 45 day move in period. The current 730 days is not anticipated to be extended at this time On: May 28 2025

I I llcurrent Request Status: Request Closed Information for this report is procurement sensitive.

Report Complete

Patent 11/892,984 ProjNet property of ERDC since 2004.

FINISH FLOOR

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

C

B.O. FOOTING

-2' - 0"

CONCRETE FOOTING,

SEE STRUCTURAL

DRAWINGS

SPLIT FACE CMU

TYPICAL WALL ASSEMBLY EX-2

1" AIR SPACE

SELF-ADHERING AIR BARRIER

8" ICF WITH ENERGY STICK INSERT, SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT

1-5/8" METAL STUD

GWB

STANDING SEAM INSULATED

METAL ROOF PANEL

TYPICAL ROOF ASSEMBLY

METAL ROOF DECK, SEE

STRUCTURAL DRAWINGS

STEEL BEAMS, SEE

STRUCTURAL DRAWINGS

A-501

F7

TYPICAL SOFFIT ASSEMBLY

(SEE A1/A-311)

4' - 9"

A-501

F1

A-502

A1

4' - 0"

2 LAYERS 4" RIGID INSULATION, TYP.

RIGID INSULATION, SEE J1/A-502

FOR LOCATIONS AND THICKNESS

5' - 0"

SLOPE 1/4" PER FT

CONCRETE SIDEWALK, SEE

CIVIL DRAWINGS.

FINISH FLOOR

0' - 0"

B.O. FOOTING

-2' - 0"

MECHANICAL

PLATFORM

9' - 0"

TYP. ROOF ASSEMBLY, SEE

A1/A-311

ARCTIC HOOD, SEE

MECHANICAL DRAWINGS

CONCRETE FOOTING, SEE

STRUCTURAL DRAWINGS

CONCRETE SIDEWALK,

SEE CIVIL DRAWINGS

EXTERIOR WALL ASSEMBLY EX-2,

SEE A1/A-311: (UP TO 10' - 0")

TYP. EXTERIOR WALL

ASSEMBLY EX-3

(ABOVE 10'-0")

METAL SIDING

AIR SPACE W/ VERT. 7/8"

HAT CHANNELS

WEATHER BARRIER

8" ICF WITH 2" ENERGY INSERT,

SEE STRUCTURAL DRAWINGS FOR

REINFORCEMENT

1-5/8" METAL STUD

GWB

A-501

A6

3' - 0"

A-503

F14

A-503

K14

A-503

B14

A-701

A10

SLOPE 1/4" PER FT

A-502

A1

FINISH FLOOR

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

C

B.O. FOOTING

-2' - 0"

CONCRETE FOOTING, SEE

STRUCTURAL DRAWINGS

GRADE,

SEE CIVIL

STANDING SEAM INSULATED

METAL ROOF PANEL

TYPICAL ROOF ASSEMBLY

METAL ROOF DECK, SEE

STRUCTURAL DRAWINGS

STEEL BEAMS, SEE

STRUCTURAL DRAWINGS

SPLIT FACE CMU

TYPICAL WALL ASSEMBLY EX-2

1" AIR SPACE

SELF-ADHERING AIR BARRIER

8" ICF WITH ENERGY STICK INSERT, SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT

1-5/8" METAL STUD

GWB

A-501

F7

TRIPLE-PANE FIBERGLASS WINDOW

PRECAST CONCRETE SILL

TYPICAL SOFFIT ASSEMBLY

VAPOR RETARDER

3/4" PLYWOOD SHEATHING

4" EIFS

4' - 9"

A-504

L1

A-504

A1

A-504

G1

4' - 0" 0' - 4 3/8"

SLOPE 1/4" PER FT

A-502

A1

A-501

F1

US Army Corps of Engineers ®

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3/4" = 1'-0"

A14

TYPICAL WALL SECTION

3/4" = 1'-0" A8

TYPICAL WALL SECTION AT GABLE2'1' 4'0

SCALE: 3/4" = 1'-0"

3/4" = 1'-0"

A1

TYP. WALL SECTION

sschell Text Box sschell Text Box sschell Text Box sschell Cloud sschell Cloud sschell Cloud sschell Text Box sschell Text Box

REVISED IN ACCORDANCE WITH AMMENDMENT 004 05/29/2025

sschell Text Box sschell Text Box sschell Text Box

A

B

C

1 42

A1

A-301

H1

A-302 ____________________________________________________ A1

A-302

H1

A-301

8' - 0"AFF

8' - 0"AFF

10' - 0"AFF

10' - 0"AFF

8' - 0"AFF

14' - 6"

EXPOSED TO

STRUCTURE

RELITES ABOVE

10' - 0"AFF

SLOPE

SLOPE

10' - 0"AFF

10' - 0"AFF

10' - 0"AFF10' - 0"AFF

10' - 0"AFF

10' - 0"AFF

10' - 0"AFF

8' - 0"AFF

8' - 0"AFF

8' - 0"AFF

12' - 0"AFF

10' - 0"AFF

10' - 0"AFF

10' - 0"AFF

8' - 0"AFF

8' - 0"AFF

8' - 0"AFF

10' - 0"AFF

10' - 0"AFF

10' - 0"AFF

10' - 0"AFF

10' - 0"AFF

10' - 0"AFF

10' - 0"AFF

10' - 0"AFF

EXPOSED TO

STRUCTURE

A8

A-314

A1

A-313

8' - 0"AFF

10' - 0"AFF

8' - 0"AFF

4" / 1'-0"

10' - 0"AFF

A1

A-303

H1

A-303

H1

A-301

2' X 2' ACT

LIGHT FIXTURE

MECHANICAL DEVICE

GYPSUM WALL

BOARD

CEILING PLAN LEGEND

ACOUSTIC

SEPARATION,

CONTINUE TO

STRUCTURE ABOVE.

SEE C4, C5/A-701

1-HR FIRE WALL,

CONTINUE TO

STRUCTURE ABOVE.

SEE C4, C5/A-701

WALL MOUNTED

EXIT LIGHT, SEE

ELECTRICAL

DRAWINGS

EXTENT OF RELITES

ABOVE

EIFS

REFLECTED CEILING PLAN KEYNOTE LEGEND

GENERAL NOTES:

WALLS EXTEND 0'-6" ABOVE CEILINGS UNLESS NOTED

OTHERWISE.

US Army Corps of Engineers ®

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L a b /2

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1/4" = 1'-0"

A1

FIRST FLOOR REFLECTED CEILING PLAN

1 1-HOUR HORIZONTAL ASSEMBLY

2 PROJECTOR MOUNT FOR GFGI PROJECTOR, SEE

ELECTRICAL DRAWINGS

3 PROJECTOR SCREEN

4 EIFS SOFFIT

5 FUME HOOD EXHAUST, COORDINATE WITH

MECHANICAL DRAWINGS

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

PLAN NORTH

sschell Text Box F6, F10 sschell Cloud sschell Text Box sschell Text Box

REVISED IN ACCORDANCE WITH AMMENDMENT 004 05/29/2025

sschell

M1

M1A

M4F1

UL# U465

5/8" TYPE X GYPSUM WALL BOARD, EACH SIDE

5/8" TYPE X NOISE-REDUCING GYPSUM WALL

BOARD EA. SIDE

3-1/2" GLASS FIBER INSULATION

M1F1A

UL U465

STC 56

STC 55 MIN.

SIM TO GA WP 1011

M1F1

5/8" TYPE X GYPSUM WALL BOARD

5/8" TYPE X NOISE-REDUCING GYPSUM

WALL BOARD

3-1/2" GLASS FIBER INSULATION

5/8" TYPE X GYPSUM WALL BOARD

M5A

6" METAL STUDS AT 16" O.C.

5/8" TYPE X GYPSUM WALL BOARD

M5

5/8" TYPE X GYPSUM WALL BOARD, EACH SIDE

5/8" TYPE X GYPSUM WALL BOARD

3-1/2" GLASS FIBER INSULATION

PARTITION TYPES

3-5/8" METAL STUDS AT 16" O.C.

3-5/8" METAL STUDS AT 16" O.C.

3-5/8" METAL STUDS AT 16" O.C.

3-5/8" METAL STUDS AT 16" O.C.

3-5/8" METAL STUDS AT 16" O.C.

3-5/8" METAL STUDS AT 16" O.C.

UL# U465

M2A

5/8" TYPE X NOISE-REDUCING GYPSUM WALL

BOARD EA. SIDE

3-1/2" GLASS FIBER INSULATION

STC 55 MIN.

SIM TO GA WP 1011

4" METAL STUDS AT 24" O.C.

M2F1A

UL U465

STC 56

5/8" TYPE X GYPSUM WALL BOARD

5/8" TYPE X NOISE-REDUCING GYPSUM

WALL BOARD

3-1/2" GLASS FIBER INSULATION

4" METAL STUDS AT 24" O.C.

5/8" TYPE X GYPSUM WALL BOARD

M6

1-5/8" METAL STUDS AT 16" O.C.

HORIZONTAL ASSEMBLY

MH-1

UL# I501

4" METAL STUDS @ 24" O.C.

3 LAYERS TYPE X GYPSUM WALL BOARD

US Army Corps of Engineers ®

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sschell Text Box *NOTE: PROVIDE STRUCTURAL PLYWOOD PLYWOOD SHEATHNG WHERE INDICATED IN STRUCTURAL DRAWINGS. PLYWOOD TO BE INSTALLED VERTICALLY OR HORIZONTALLY BELOW GWB.

sschell Text Box *NOTE: PROVIDE STRUCTURAL PLYWOOD PLYWOOD SHEATHNG WHERE INDICATED IN STRUCTURAL DRAWINGS. PLYWOOD TO BE INSTALLED VERTICALLY OR HORIZONTALLY BELOW GWB.

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REVISED IN ACCORDANCE WITH AMMENDMENT 004 05/29/2025

TA-04

TA-14

TA-06

TA-13

TA-05

SOLID SURFACE

COUNTERTOP, SS-1

PLASTIC LAMINATE

APRON, PL-1

1' - 6"

1' - 3"

2' - 6"

BASE AS SCHEDULED

TA-01 GRAB BAR 36"

TA-02 GRAB BAR 42"

TA-03 GRAB BAR 18"

TA-04 TOILET TISSUE DISPENSER

TA-05 SEAT COVER DISPENSER

TA-06 SOAP DISPENSER

TA-07 SEMI-RECESSED WASTE RECEPTACLE

AND PAPER TOWEL DISPENSER

TA-08 SHOWER SOAP DISPENSER

TA-09 ADA SHOWER SEAT

TA-10 GRAB BAR 24"

TA-11 TOWEL BAR

TA-12 SHOWER CURTAIN ROD

TA-13 FRAMED MIRROR UNIT 4' H X 2' -6" W

TA-14 SANITARY NAPKIN DISPOSAL UNIT

ACCESSORIES LEGEND

CUSTODIAL ACCESSORIES LEGEND

CA-01 UNIT SHELF WITH MOP & BROOM

HOLDER

UNLESS OTHERWISE NOTED, DIMENSIONS AND

CALLOUTS ARE TYPICAL IN BOTH ROOMS

FOR ITEMS NOT NOTED OR DIMENSIONED SEE

TYPICAL MOUNTING HEIGHTS

B

A-403H12

L9

L13

H8

A-403

D12 A-403

L1

D16

A9

A13

L5

H1

H5

TOILET

TOILET

ADA TOILET

SHOWER

HALL

JANITOR

ELECTRICAL

ROOM

TELECOMM

ROOM

MOP SINK, SEE

MECH. DWGS.

CA-01

TA-01

TA-05

TA-02

A-403

L9

L13

H8

H12

A-403

D8

TA-04

TA-14

TA-05

TA-06

TA-13

TA-04

TA-14

TA-05

TA-03

TA-04

TA-14

TA-06

TA-13

TA-11

TA-10

TA-08

TA-12

TA-03

TA-09

TA-13

TA-06

A-701

K1

M1AM1A

M1AM1A

M1A M1A

M1A

M1 M1

M1F1AM2F1A

M4M4

M1AM1A

M2A

M1A

M1A

M1A

M2A

M2F1A

M4 M1A

M1A

M1A

M2A

M2F1A

M1F1AM1F1A

TA-07

TA-07

TA-07

TA-03

TA-02

TA-04

TA-14

TA-01

TA-13

TA-06

TA-05

SOLID SURFACE

COUNTERTOP, SS-1

PLASTIC LAMINATE

APRON, PL-11' - 6"

ACCESS DOOR FOR

MANIFOLD, SEE

MECHANICAL DRAWINGS.

PAINT TO MATCH

ADJACENT FINISH.

TA-09

T-2 TYP.

TA-03

T-1 TYP.

TA-12

SHOWER HEAD

SEE MECH. DWGS.

SHOWER VALVES/

CONTROLS, SEE

MECH. DWGS.

TA-08

TA-10

GFGI BENCH

ACCESS DOOR FOR

MANIFOLD, SEE

MECHANICAL

DRAWINGS. PAINT

TO MATCH

ADJACENT FINISH

AND ALIGN WITH

TILE PATTERN.

GFGI BENCH

TA-11

TA-09

TA-12

CA-01PT

WCP

UTILITY SINK, SEE

MECHANICAL DWGS.

CONDENSATE LINE

PENETRATION, SEE MECH.

DWGS. FIRESTOP AT WALL

AND SEAL AT WCP, PROVIDE

ESCUTCHEON.

BASE AS SCHEDULED

TA-07

1' - 6"

TA-07

US Army Corps of Engineers ®

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M S

D M

O O

R E

O C

T O

B E

R

W K

B R

R T

A

F U

E L S

M A

N A

G E

M E

N T

A N

D L

A B

O R

A T

O R

Y F

A C

IL

IT

Y

E

IE

F T

Q W

RTA

3/8" = 1'-0" L9

TOILET 117 - NORTH

3/8" = 1'-0" H12

TOILET 117 - WEST

3/8" = 1'-0"

H8

TOILET 117 - SOUTH

NORTH

0 2' 4' 8'

SCALE: 3/8" = 1'-0"

3/8" = 1'-0"

A1

RESTROOM AND SHOWER PLANS

3/8" = 1'-0" D12

ADA TOILET 120 - NORTH

3/8" = 1'-0"

D16

ADA TOILET 120 - EAST

3/8" = 1'-0" A9

ADA TOILET 120 - SOUTH

3/8" = 1'-0" L1

SHOWER 116 - NORTH

3/8" = 1'-0"

L5

SHOWER 116 - EAST

3/8" = 1'-0" H1

SHOWER 116 - SOUTH

3/8" = 1'-0"

H5

SHOWER 116 - WEST

3/8" = 1'-0" D8

JANITOR 118 - NORTH

3/8" = 1'-0" A13

ADA TOILET 120 - WEST

3/8" = 1'-0" L13

TOILET 117 - EAST

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REVISED IN ACCORDANCE WITH AMMENDMENT 004 05/29/2025

sschell Text Box

TA-15 PAPER TOWEL DISPENSER

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FINISH FLOOR

0' - 0"

FLOOR PLAN

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

1 42

B.O. FOOTING

-2' - 0"

A1

A-301 ____________________________________________________ H1

A-302 ____________________________________________________ A1

A-302

A1

A-313

1 3 2

A1

A-504

TYP

G1

A-504

TYP

L1

A-504

TYP

A1

A-303

TYP.

TYP.

16 TYP.

TYP.

TYP.

L14

A-504

SIM

L7

A-504

A7

A-504

A14

A-504

SIM

F14

A-504

SIM

____________________________________________________ F7

A-504

SIM

XXX

FINISH FLOOR

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

A B

C

B.O. FOOTING

-2' - 0"

H1

A-301

Xxx Xxx

L7

A-504

L14

A-504

SIM

A7

A-504

A14

A-504

SIM

F7

A-504

SIM

F14

A-504

SIM

XXX

H1

A-303

A-502

J11

TYP.TYP.

K14

A-503

SIM

B14

A-503

SIM

F14

A-503

SIM

EXTERIOR ELEVATION KEYNOTE LEGEND

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

A u to d e s k D o c s

/2 .0

U

S A

C E

E

IE

F u e ls

M a n a g e m e n t

L a b /2

.0

U

S A

C E

E

IE

F u e ls

M a n a g e m e n t L a b R

.r v t

/2 /2

:4

:4

A

M

A-201

E A

S T

A N

D S

O U

T H

E X

T E

R

IO

R E

L E

V A

T

IO

N S

E

IE

L S

O N

A

IR

F O

R C

E B

A S

E A

L A

S K

A D

IS

T

R

IC

T A

N C

H O

R A

G E

A

L A

S K

A

S S

C H

E L L

S S

C H

E L L

D M

O O

R E

O C

T O

B E

R

W K

B R

R T

A

F U

E L S

M A

N A

G E

M E

N T

A N

D L

A B

O R

A T

O R

Y F

A C

IL

IT

Y

E

IE

F T

Q W

RTA

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

1/4" = 1'-0"

H1

SOUTH ELEVATION

1/4" = 1'-0" A1

EAST ELEVATION

1 SPLIT FACE CMU

2 TRIPLE GLAZED FIBERGLASS WINDOW TYP.

3 ALUM. STOREFRONT, SEE DOOR SCHEDULE

4 DOOR, SEE DOOR SCHEDULE

5 ARCTIC HOOD, SEE MECHANICAL DRAWINGS

6 EIFS

7 INSULATED METAL ROOF PANEL

8 PREFINISHED METAL FLASHING

9 PREFINISHED METAL BASE FLASHING

10 VTR, SEE MECHANICAL DRAWINGS

11 PRECAST CONCRETE SILL

12 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

13 STEEL BRACE W/ "DARK BRONZE" HIGH

PERFORMANCE COATING, SEE STRUCTURAL

DRAWINGS

14 GRADE OR CONCRETE WALK, SEE CIVIL DRAWINGS

15 MECHANICAL EQUIPMENT, SEE MECHANICAL AND

CIVIL DRAWINGS

16 CORRUGATED METAL SIDING

17 VENT, SEE MECH. DRAWINGS

18 SIGN, SEE SCHEDULE

19 FUME HOOD FLUE, SEE MECHANICAL DRAWINGS.

20 RANGE HOOD EXHAUST, SEE MECHANICAL

DRAWINGS

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(NOT USED)

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DOOR TYPES

S C

H E

D U

L E

P E

R D

O O

R

SCHEDULE

PER DOOR

S C

H E

D U

L E

P E

R D

O O

R

S C

H E

D U

L E

P E

R D

O O

R

S C

H E

D U

L E

P E

R D

O O

R

S C

H E

D U

L E

P E

R D

O O

R

SCHEDULE

PER DOOR

SCHEDULE

PER DOOR

SCHEDULE

PER DOOR

SCHEDULE

PER DOOR

SCHEDULE

PER DOOR

WOOD SINGLE FLUSH B WOOD FULL LITE C HM UNEVEN FLUSH D HALF LITE E FULL LITE F WOOD NARROW LITE

SCHEDULE

PER DOOR

6" 6"

6" 6"

1' - 10" 6"

FRAME TYPES

S C

H E

D U

L E

P E

R D

O O

R

SCHEDULE

PER DOOR

S C

H E

D U

L E

P E

R D

O O

R

S C

H E

D U

L E

P E

R D

O O

R

S C

H E

D U

L E

P E

R D

O O

R

SCHEDULE

PER DOOR

SCHEDULE

PER DOOR

HOLLOW METAL 2 HOLLOW METAL 3 HOLLOW METAL

MASONRY OPENING

4 HOLLOW METAL

MASONRY OPENING

5 HOLLOW METAL

" 2 " 4

2" 2" 3' - 0" 2"2" 2" 2" 2" 2" 2"

5' - 8"

S-2 I-1

S-2 S-2

I-1

S C

H E

D U

L E

P E

R D

O O

R

SCHEDULE

PER DOOR

4' - 8"5' - 4"

6 HOLLOW METAL

S C

H E

D U

L E

P E

R D

O O

R

7 HOLLOW METAL

S-2

0' - 2" 0' - 2" 1' - 6" 0' - 2"

S C

H E

D U

L E

P E

R D

O O

R

8 HOLLOW METAL

S-2

0' - 2" 0' - 2" 1' - 10" 0' - 2"

S C

H E

D U

L E

P E

R D

O O

R

SEE PLAN FOR WALL

TYPE

METAL "C"

STUD

HOLLOW METAL

DOOR FRAME

DOOR, PER

SCHEDULE

HOLLOW METAL

SIDELITE PER SCHEDULE

SEE PLAN

FOR WALL TYPE

METAL "C" STUD

GLAZING STOP

SEE PLAN FOR WALL

TYPE

METAL STUDS

HOLLOW METAL

FRAME

GLASS PER DOOR

SCHEDULE

GLAZING STOP

CONCRETE SLAB

SEE STRUCTURAL

HOLLOW METAL

SIDELITE FRAME

PER SCHEDULE

METAL STUD

TRACK FASTENED

TO SLAB

GLASS PER DOOR SCHEDULE

GENERAL NOTES

1. REFER TO SPECIFICATIONS FOR HARDWARE GROUPS

2. THE DOOR SWING SHOWN ON THE FLOOR PLANS INDICATE THE HAND OF THE DOOR ONLY. DOORS SHALL

SWING TO THE MAXIMUM EXTENT (BEYOND 90 DEGRESS) WHERE NOT OBSTRUCTED BY ADJACENT WALLS.

3. SEE FINISH SCHEDULE AND FINISH SPECIFICATIONS FOR PAINT AND STAIN REFERENCES.

4. SEE SHEET A-603 FOR GLASS TYPES.

LEGEND

HM HOLLOW METAL

IHM INSULATED HOLLOW METAL

PT PAINT

ST STAIN

TBHM THERMALLY BROKEN HOLLOW METAL

WD WOOD

SEE PLAN FOR WALL

TYPE

METAL STUDS

HOLLOW METAL

DOOR FRAME

DOOR, PER

SCHEDULE

HOLLOW METAL

DOOR FRAME

PER SCHEDULE

HOLLOW METAL

DOOR

PER SCHEDULE

CONCRETE SLAB

SEE STRUCTURAL

/4

T

Y P

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

A u to d e s k D o c s

/2 .0

U

S A

C E

E

IE

F u e ls

M a n a g e m e n t

L a b /2

.0

U

S A

C E

E

IE

F u e ls

M a n a g e m e n t L a b R

.r v t

/2 /2

:4

:3

A

M

A-602

D O

O R

S C

H E

D U

L E

A N

D D

E T

A

IL

S

E

IE

L S

O N

A

IR

F O

R C

E B

A S

E A

L A

S K

A D

IS

T

R

IC

T A

N C

H O

R A

G E

A

L A

S K

A

S S

C H

E L L

J E

D W

A R

D S

D M

O O

R E

O C

T O

B E

R

W K

B R

R T

A

F U

E L S

M A

N A

G E

M E

N T

A N

D L

A B

O R

A T

O R

Y F

A C

IL

IT

Y

E

IE

F T

Q W

RTA

DOOR SCHEDULE

DOOR

NUMBER

SIZE

T y p e M a rk

DOOR FRAME DETAIL

HARDWARE

GROUP Fire Rating COMMENTSWIDTH HEIGHT M

A T

E R

IA

L

F

IN

IS

H

G L A

S S

T Y

P E

M A

T E

R

IA

L

F

IN

IS

H

HEAD JAMB SILL

101-1 3' - 0" 7' - 10" E IHM FF I-1 5 TBHM FF L7,L14/A-504 F7,F14/A-504 A7,A14/A-504 1.0

101-2 3' - 0" 7' - 0" B WD ST S-2 8 HM PT M16,M13/A-6

J16,J13/A-602 F16,F13/A-60

6.0

103-1 3' - 0" 7' - 0" D WD ST S-2 1 HM PT M16/A-602 J16/A-602 F16/A-602 11.0

105-1 3' - 0" 7' - 0" A WD ST - 1 HM PT M16/A-602 J16/A-602 F16/A-602 9.0

106-1 3' - 0" 7' - 0" B WD ST S-2 2 HM PT M16,M13/A-6

J16,J13/A-602 F16,F13/A-60

11.0

107-1 3' - 0" 7' - 0" B WD ST S-2 2 HM PT M16,M13/A-6

J16,J13/A-602 F16,F13/A-60

11.0

109-1 3' - 0" 7' - 10" E IHM PT I-1 6 TBHM PT L7,L14/A-504 F7,F14/A-504 A7,A14/A-504 1.0

109-2 3' - 0" 7' - 0" B WD ST S-2 7 HM PT M16,M13/A-6

J16,J13/A-602 F16,F13/A-60

6.0

110-1 3' - 0" 7' - 0" B WD ST S-2 7 HM PT M16/A-602 J16/A-602 F16/A-602 11.0

111-1 5' - 8" 7' - 0" C IHM PT - 3 TBHM PT K7/A-503 F7/A503 B7/A-503 4.0 2'-8"/3'-0" LEAFS

112-1 3' - 0" 7' - 0" B WD ST S-2 7 HM PT M16/A-602 J16/A-602 F16/A-602 11.0

113-1 3' - 0" 7' - 0" D WD ST S-3 1 HM PT M16/A-602 J16/A-602 F16/A-602 7.0 45MIN. REMOVE PAINT FROM DOOR AND JAMB AT CENTER HINGE FOR DIRECT

CONTACT FOR GROUNDING HARDWARE. COORDINATE WITH

ELECTRICAL DRAWINGS.

114-1 3' - 0" 7' - 0" F IHM PT I-1 4 TBHM PT K7/A-503 F7/A503 B7/A-503 2.0 REMOVE PAINT FROM DOOR AND JAMB AT CENTER HINGE FOR DIRECT

CONTACT FOR GROUNDING HARDWARE. COORDINATE WITH

ELECTRICAL DRAWINGS.

114-2 3' - 0" 7' - 0" F WD ST S-2 4 HM PT K1/A-503 F1/A503 F16/A-602 8.0 REMOVE PAINT FROM DOOR AND JAMB AT CENTER HINGE FOR DIRECT

CONTACT FOR GROUNDING HARDWARE. COORDINATE WITH

ELECTRICAL DRAWINGS.

116-1…