19R0008_AM_04.pdf

EIE 432

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

EIE432 F-35A Aircraft Maintenance Unit Administrative Facility, Eielson AFB, AK

a. This amendment provides changes to the solicitation as indicated on the continuation page(s) of this document.

b. PROPOSAL DUE DATE IS UNCHANGED FOR VOLUME 1 AND REMAINS 08 FEBRUARY 2019 AT 1400 HOURS ALASKA TIME. Proposals shall be submitted in accordance w ith Section 00 21 00, paragraph 1.13, Proposal Submittals and paragraph 1.14 Proposal Format.

VOLUME 2 HAS BEEN EXTENDED TO 14 February 2019 AT 1400 HOURS ALASKA TIME. VOLUME 2 SUBMITTALS SHALL BE EMAILED TO Theresa Afrank at Theresa.m.afrank@uasce.army.mil and Robert Norris at Robert.l.norris@usace.army.mil.

c. YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THE STANDARD FORM 1442.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY

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 W911KB19R0008

X 9B. DATED (SEE ITEM 11)

03-Jan-2019

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 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 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

31-Jan-2019

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

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:

31-Jan-19

X

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded documents/sections:

1. A-100

2. A-603

3. A-801

4. S-540

b. The following revised documents/sections are substituted for the superseded documents/sections:

The identifier “AM#04” appears before and after new and/or revised materials, except as noted below.

SECTION 00 72 00 CONTRACT CLAUSE

-- FAR CLAUSE 52.225-9 BUY AMERICAN-CONSTRUCTION MATERIALS

Revised to include NONE under Buy American Act

-- FAR CLAUSE 52.203-14 DISPLAY OF HOTLINE POSTER(S)

Added in its entirety

SECTION 08 11 13 STEEL DOORS AND FRAMES

--Para 2.2 – Changed to read “Insulated steel doors shall have a core of polyurethane foam and an R factor of 10.0 or more (based on a k value of 0.16); face sheets, edges, and frames of galvanized steel not lighter than 23 gage, 16 gage, and 16 gage respectively; magnetic weather-stripping; non-removable-pin hinges; thermal-break aluminum threshold; and vinyl door bottom. Doors and frames shall receive phosphate treatment, rust-inhibitive primer AM#4... DELETED

TEXT...AM#4. Doors shall have been tested in accordance with SDI/DOOR A250.4 and shall have met the requirements for Level C. Prepare doors to receive specified hardware. Doors shall be 1-3/4 inch thick. AM#4...Exterior doors shall show compliance with DOD Minimum Anti-Terrorism

Standards for "medium level protection" and "Explosive Weight II". Doors in reinforced concrete walls to withstand 3-second duration equivalent design load of 92 PSF for stand off distance of 49 feet and all other exterior doors to withstand 3-second duration equivalent design load of 52 PSF for stand off distance of 77 feet. ...AM#4 Provide insulated steel where shown.”

SECTION 08 51 13 ALUMINUM WINDOWS

-- Para 1.11 – Changed to read “Aluminum windows must meet the following performance requirements. Perform testing requirements by an independent testing laboratory or agency.

AM#4... Design data and test reports for systems shall show compliance with DOD Minimum Anti-

Terrorism Standards for "medium level protection" and "Explosive Weight II". Windows to withstand a 3-second duration equivalent design load of 78 PSF for stand off distance of 55 feet.

...AM#4

NOTE: Revisions within the following documents do not contain the above referenced identifiers:

c. The following sections are deleted:

NONE

d. The following documents are added:

e. The following revisions are incorporated:

NONE

NONE

EIE432 SITE VISIT SIGN IN SHEET

f. Other:

-- Along with Volume 2 pricing proposal due on 14 February 2019, offerors are allowed to submit any changes that have been made to Volume 1, Tab D, Factor 4 Key Subcontractors since

Volume 1 proposal submittal on 8 February 2019. This information may be submitted electronically to robert.l.norris@usace.army.mil and theresa.m.afrank@usace.army.mil . For all proposal revisions, provide replacement pages or sections and for narratives, deletions should be depicted by “strike through” font and additions identified by red text.

(End of Summary of Changes) mailto:robert.l.norris@usace.army.mil mailto:theresa.m.afrank@usace.army.mil

SECTION 00 72 00 CONTRACT CLAUSES

52.225-9 BUY AMERICAN—CONSTRUCTION MATERIALS (MAY 2014)

(a) Definitions. As used in this clause--

Commercially available off-the-shelf (COTS) item—

(1) Means any item of supply (including construction material) that is--

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4) such as agricultural products and petroleum products.

Component means an article, material, or supply incorporated directly into a construction material.

Construction material means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.

Cost of components means--

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

Domestic construction material means--

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if--

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

Foreign construction material means a construction material other than a domestic construction material.

United States means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

(1) This clause implements 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

AM#04 (2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows: NONE AM#04

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American Act is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American Act to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American Act. (1)(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including--

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign and Domestic Construction Materials Price Comparison Construction material description Unit of measure Quantity Price (dollars) \1\ Item 1 Foreign construction material.... ........... ___ ........ ....... ………. ___ ................ ........ ___ Domestic construction material... ........ ___ ............... .............. ___ .................. ...... ___ Item 2 Foreign construction material.... ......... ___ ............. ........ ……. ___ ............... ......... ___ Domestic construction material... ....... ___ .................. ............. ___ ................. ....... ___ Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).

List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.

Include other applicable supporting information.

(End of clause)

52.203-14 DISPLAY OF HOTLINE POSTER(S) (OCT 2015)

(a) Definition.

United States, as used in this clause, means the 50 States, the District of Columbia, and outlying areas.

(b) Display of fraud hotline poster(s). Except as provided in paragraph (c)--

(1) During contract performance in the United States, the Contractor shall prominently display in common work areas within business segments performing work under this contract and at contract work sites--

(i) Any agency fraud hotline poster or Department of Homeland Security (DHS) fraud hotline poster identified in paragraph (b)(3) of this clause; and

(ii) Any DHS fraud hotline poster subsequently identified by the Contracting Officer.

(2) Additionally, if the Contractor maintains a company website as a method of providing information to employees, the Contractor shall display an electronic version of the poster(s) at the website.

(3) Any required posters may be obtained as follows:

Poster(s) Obtain from http://www.dodhotline.dodig.mil/hotline/posters.cfm

(Contracting Officer shall insert—

(i) Appropriate agency name(s) and/or title of applicable Department of Homeland Security fraud hotline poster);

and

(ii) The website(s) or other contact information for obtaining the poster(s).)

(c) If the Contractor has implemented a business ethics and conduct awareness program, including a reporting mechanism, such as a hotline poster, then the Contractor need not display any agency fraud hotline posters as required in paragraph (b) of this clause, other than any required DHS posters.

(d) Subcontracts. The Contractor shall include the substance of this clause, including this paragraph (d), in all subcontracts that exceed $5.5 million , except when the subcontract--

(1) Is for the acquisition of a commercial item; or

(2) Is performed entirely outside the United States.

(End of clause) http://www.dodhotline.dodig.mil/hotline/posters.cfm

EIE432 AMU Administration Facility Design Complete Submittal

Doors; G

Frames; G

Accessories

Submit manufacturer's descriptive literature for doors, frames, and accessories. Include data and details on door construction, panel (internal) reinforcement, insulation, and door edge construction. When "custom hollow metal doors" are provided in lieu of "standard steel doors," provide additional details and data sufficient for comparison to SDI/DOOR A250.8 requirements.

1.3 DELIVERY, STORAGE, AND HANDLING

Deliver doors, frames, and accessories undamaged and with protective wrappings or packaging. 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.

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. Undercut where indicated.

Exterior doors shall have top edge closed flush and sealed to prevent water intrusion. Doors shall be 1-3/4 inch thick, unless otherwise indicated.

Provide exterior glazing in accordance with ASTM F2248 and 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 2, with core construction as required by the manufacturer for interior doors, of size(s) and design(s) indicated. Where vertical stiffener cores are required, the space between the stiffeners shall be filled with mineral board insulation.

2.1.1.2 Maximum Duty Doors

SDI/DOOR A250.8 , Level 4, physical performance Level A, Model 2 with core construction as required by the manufacturer for exterior doors, of size(s) and design(s) indicated. Where vertical stiffener cores are required, the space between the stiffeners shall be filled with mineral board insulation.

2.2 INSULATED STEEL DOOR SYSTEMS

Insulated steel doors shall have a core of polyurethane foam and an R factor of 10.0 or more (based on a k value of 0.16); 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. Doors and frames shall receive phosphate treatment, rust-inhibitive primer AM#4... DELETED

SECTION 08 11 13 Page 4 December 10, 2018

TEXT...AM#4 . Doors shall have been tested in accordance with SDI/DOOR A250.4 and shall have met the requirements for Level C. Prepare doors to receive specified hardware. Doors shall be 1-3/4 inch thick.

AM#4... Exterior doors shall show compliance with DOD Minimum Anti-Terrorism Standards for "medium level protection" and "Explosive Weight II". Doors in reinforced concrete walls to withstand 3-second duration equivalent design load of 92 PSF for stand off distance of 49 feet and all other exterior doors to withstand 3-second duration equivalent design load of 52 PSF for stand off distance of 77 feet. ...AM#4 Provide insulated steel where shown.

2.3 ACCESSORIES

2.3.1 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. Muntins shall interlock at intersections and shall be fitted and welded to stationary moldings.

2.4 INSULATION CORES

Insulated cores shall be of type specified, and provide an apparent U-factor of .48 in accordance with SDI/DOOR 113 and shall conform 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.

2.5 STANDARD STEEL FRAMES

SDI/DOOR A250.8 , Level 2 and 4, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners. Provide steel frames for doors, mullions, unless otherwise indicated.

2.5.1 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.

2.5.2 Mullions and Transom Bars

Mullions and transom bars shall be closed or tubular construction and be a member with heads and jambs butt-welded thereto. Bottom of door mullions shall have adjustable floor anchors and spreader connections.

2.5.3 Stops and Beads

Form stops and beads from 20 gage steel. Provide for glazed and other openings in standard steel frames. Secure beads to frames with oval-head, SECTION 08 11 13 Page 5 December 10, 2018 according to the following list. Where products are not labeled, provide product data indicating polymeric information in Operation and Maintenance Manual.

a. Type 1: Polyethylene Terephthalate (PET, PETE).

b. Type 2: High Density Polyethylene (HDPE).

c. Type 3: Vinyl (Polyvinyl Chloride or PVC).

d. Type 4: Low Density Polyethylene (LDPE).

e. Type 5: Polypropylene (PP).

f. Type 6: Polystyrene (PS).

g. Type 7: Other. Use of this code indicates that the package in question is made with a resin other than the six listed above, or is made of more than one resin listed above, and used in a multi-layer combination.

1.8 FIELD MEASUREMENTS

Take field measurements prior to preparation of the drawings and fabrication.

1.9 PERFORMANCE REQUIREMENTS

1.9.1 Wind Loading Design Pressure

Design window components, including mullions, hardware, and anchors, to withstand a wind-loading design pressure based on design criteria in structural drawings.

1.9.2 Tests

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

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

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

1.10 DRAWINGS

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

1.11 WINDOW PERFORMANCE

Aluminum windows must meet the following performance requirements. Perform testing requirements by an independent testing laboratory or agency.

AM#4... Design data and test reports for systems shall show compliance with DOD Minimum Anti-Terrorism Standards for "medium level protection" and "Explosive Weight II". Windows to withstand a 3-second duration equivalent design load of 78 PSF for stand off distance of 55 feet. ...AM#4

SECTION 08 51 13 Page 7 December 10, 2018

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FINISH BEYOND

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TRANSITION STRIP

RUBBER FLOORING

CARPET

DOOR AS

SCHEDULED,

WHERE OCCURS

SCHLUTER

TRANSITION STRIP

RUBBER FLOORING

PFT

DOOR AS

SCHEDULED,

WHERE OCCURS

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U.

S.

A

RM

Y

EN

GI

NE

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D

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IC

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CO

RP

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OF

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R ec om m en de d:

Ap pr ov ed

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PR

IM

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CO

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RA

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O

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DE

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IN

EE

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EI

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NOT FOR CONSTRUCTION

B C D E F G H

PL

O

T

SC

AL

E:

x3

-1

:1 x1

-1 :2

ALASKA DISTRICT

0 L

S

TR

EE

T, S

UI

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AN

CH

OR

AG

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2 D

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H

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U

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F

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AM

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IN

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D

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W

1K B1

9R

XX

X X

XX

-X

X - X-

XX

XX

DESIGN

COMPLETE

EI

E L

SO

N

AF

B, A

LA

S K A

AR

C

H

IT

EC

TU

R E

R O

O M

F

IN

I S H

S C

H

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A N

D L

E G

EN

D

FINISH SCHEDULE

ROOM NO ROOM NAME

WALL FINISH BASE FINISH FLOOR CEILING

NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST FIN. MAT. FIN. HEIGHT

100 VEST PT-1 PT-1 PT-1 PT-1 RCB-1 RCB-1 RCB-1 RCB-1 WOG-1 GWB PT-1 8' - 0"

101 CORR PT-1 PT-1 PT-1 PT-1 RCB-1 RCB-1 RCB-1 RCB-1 RUBBER TILE GWB PT-1 9' - 0" 102 COMM PT-1 PT-1 PT-1 PT-1 RCB-1 RCB-1 RCB-1 RCB-1 SLR-1 OTS PT-1 MOISTURE RESISTANT GWB

103 SUPERVISOR PT-4 PT-1 PT-1 PT-1 RCB-1 RCB-1 RCB-1 RCB-1 CPT-1 ACT-1 - 9' - 0"

104 TRAINING PT-1 PT-1 PT-4 PT-1 RCB-1 RCB-1 RCB-1 RCB-1 CPT-1 ACT-1 - 9' - 0"

105 LOCKHEED REP PT-1 PT-1 PT-4 PT-1 RCB-1 RCB-1 RCB-1 RCB-1 CPT-1 ACT-1 - 9' - 0" 106 READY / ALIS PT-1 FRP-1/PT-1 FRP-1/ PT-1 FRP-1/PT-1 RCB-1 RCB-1 RCB-1 RCB-1 RUBBER TILE ACT-1 - 9' - 3" 107 KITCHENETTE PT-1 PT-1 PT-1 PT-1 RCB-1 RCB-1 RCB-1 RCB-1 RUBBER TILE GWB/ACT-1 PT-1 108 CONNECTOR PT-1 PT-1 PT-1 PT-1 RCB-1 RCB-1 RCB-1 RCB-1 RUBBER TILE ACT-1 - 9' - 0" 109 WOMENS PWT-1 PWT-1 PWT-1 PWT-1 PTB-1 PTB-1 PTB-1 PTB-1 PFT-1 GWB PT-6 9' - 0"

110 MENS PWT-1 PWT-1 PWT-1 PWT-1 PTB-1 PTB-1 PTB-1 PTB-1 PFT-1 GWB PT-6 9' - 0"

111 JAN FRP-2 FRP-2 FRP-2 FRP-2 RCB-1 RCB-1 RCB-1 RCB-1 SLR-1 OTS PT-1

112 MECH/ELEC PT-1 PT-1 PT-1 PT-1 RCB-1 RCB-1 RCB-1 RCB-1 SLR-1 OTS PT-1 MOISTURE RESISTANT GWB 113 MENS LOCKER PT-1 PT-1 PT-1 PWT-1 PTB-1 PTB-1 PTB-1 PTB-1 PFT-1 GWB PT-6 9' - 0"

201 INTERSTITIAL MECHANICAL SPACE PT-1 PT-1 PT-1 PT-1 - - - - SLR-1 OTS -

1306B TOILET FRP-2 FRP-2 FRP-2 FRP-2 RCB-1 RCB-1 RCB-1 RCB-1 SLR-1 GWB PT-6 8' - 6"

FINISH MATERIAL LEGEND

MARK MATERIAL MANUFACTURER STYLE / PRODUCT COLOR SIZE FINISH NOTES

ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG 1944 HIGH-NRC BEVELED TEGULAR PANEL WHITE 48"x24"x7/8" ACT-2 ACOUSTICAL CEILING TILE ARMSTRONG 1941 HIGH-NRC BEVELED TEGULAR PANEL WHITE 24"x24"x7/8" AWP-1 ACOUSTIC WALL PANEL 3FORM HUSH BLOCKS ADMIRAL/ARMOR 24" x 24" ESTIMATE 4 PANELS CPT-1 CARPET TILE MANNINGTON SCENA 1515 CRETE 24" x 24" --- FRP-1 FIBER-REINFORCED PANEL MARLITE INDURO WILSONART 4940 ASTRO STRANDZ EDGE A570 AT HORIZONTAL TRIM IN SATIN.

FRP-2 FIBER-REINFORCED PANEL MARLITE INDURO D354 DESIGNER WHITE EDGE A570 AT HORIZONTAL TRIM IN SATIN., INSTALL

VERTICALLY WITH FULL PANEL HEIGHT

G-1 GROUT LATICRETE SPECTRALOCK 2000 IG EPOXY GROUT 60 DUSTY GREY

PFT-1 PORCELEIN FLOOR TILE CROSSVILLE MAINSTREET FIELD TILE GALLERY GREY 18" x 18" INSTALLED ON DIAGONAL

PLAM-1 PLASTIC LAMINATE WILSONART LINEARITY 4830K-18 SATIN STAINLESS

PT-1 PAINT SHERWIN WILLIAMS SUPERPAINT SW 7071 GRAY SCREEN -

PT-2 PAINT SHERWIN WILLIAMS PROCLASSIC SW 7073 NETWORK GRAY DOOR AND WINDOW TRIM

PT-3 PAINT SHERWIN WILLIAMS PROCLASSIC SW 7074 SOFTWARE DOORS

PT-4 PAINT SHERWIN WILLIAMS SUPERPAINT SW 6242 BRACING BLUE ------

PT-5 PAINT SHERWIN WILLIAMS SUPERPAINT SW 6385 DOVER WHITE GB CEILINGS

PT-6 PAINT SHERWIN WILLIAMS PROINDUSTRIAL EPOXY SW 6385 DOVER WHITE

PTB-1 PORCELAIN TILE BASE CROSSVILLE MAINSTREET COVE BASE GALLERY GREY 6" x 12" PWT-1 PORCELAIN WALL TILE CROSSVILLE MAINSTREET FIELD TILE GALLERY GREY 6" x 18"

RCB-1 RUBBER COVE BASE ARMSTRONG WALL BASE R4861 GRAPHITE GRAY 4" COVE ROLL

SC-1 SHOWER CURTAIN / PRIVACY CURTAIN OCELCO 218-546-cl SUPER BIO STAT SHOWER CURTAIN SHARKSKIN 36"X72" 72"X90" or 84"x90" PRIVACY CURTAINS

SLR-1 CONCRETE SEALER H&C LOW VOC CONCRETE SEALANT, SOLVENT BASED PEARL GRAY

SR-1 SHEET RUBBER MANNINGTON COMMERCIAL COLORFIELDS 858 BATTLESHIP 4' ROLL

SS-1 SOLID SURFACE DUPONT CORIAN DEEP CLOUD -

SST-1 STAINLESS STEEL LOCAL CONTRACTOR STAINLESS STEEL STAINLESS STEEL RESTROOM COUNTERTOPS TP-1 TOILET PARTITION BOBRICK DURALINE SERIES 1080/1180 7040A-60 FIGURED MAHOGANY WC-1 WINDOW COVERING MECHO 5 DOUBLESHADES ECOVEIL SCREENS 1350 - 1369 SILVER / EQUINOX

BLACKOUT 0100 - 0105 SILVER

#10 BRACKET SYSTEM (HORIZONTAL) WITH FASCIA

WOG-1 WALK-OFF GRILLE AMARCO PRODUCTS AL-TRACK G-275 NATURAL GRAY - ENTRY

6" = 1'-0"B1 TRANSITION - WOG TO RBR

6" = 1'-0"D1 TRANSITION - CPT TO RBR

6" = 1'-0"F1 TRANSITION - PFT TO RBR

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IN48

" M

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PTDR EHD TSCD SD TTD SND RHK

CL

4'

- 0

OF SEAT

3'

- 2

"-1

9"

"-3

6"

SC

SCR

CONTROLS

6'- 0"

15" MAX.

SIDE WALL CONTROL WALL

18" MAX 7"-9"

"-3

6"

36" MIN

12' MIN24" MIN.

12" MAX. 42" MIN

54" MIN.

TTD

SND (IF

APPLICABLE)

CL

" M

AX

GBTSCD

6" MAX.

" M

AX

30" CLR.

CLR.

" M

AX

CL

CL

EQ. EQ.

GB

2' - 0" 3' - 0" 2' - 0" 2' - 6"

2' - 6"2' - 0"3' - 0"2' - 0"1" 6" FILLER

6" FILLER

2'

- 6

1'

- 8

2'

- 1

0"

A5 A-503

A3 A-503

A1

A-503REF, NIC

SD

PTD

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

2'

- 1

0" 8"

STRUCTURAL COLUMN

B1 A-503

1' - 5" FILLER

SIM

2'

- 1

0"

5' - 0"

MIR MIR

SD

PRIVACY CURTAIN & ROD

SHOWER CURTAIN & ROD

PTDR

5' - 0"

2'

- 1

0"

7'

- 0

MIR MIR

CLR

2' - 6"

CLR

2' - 6"

SD

4'

- 0

1'

- 0

PRIVACY CURTAIN & ROD

SHOWER CURTAIN & ROD

PTDR

STRUCTURAL COLUMN

TV BACKING AND MOUNT TO

BE INSTALLED IN THIS

CONTRACT. TV IS NIC

WC-1, TYP

AWP-1, TYP. FRP-1

3'

- 0

RB-1, TYP.

STRUCTURAL COLUMNS AND BRACING

WC-1, TYP AWP-1, TYP. FRP-1 RB-1, TYP.

3'

- 0

STRUCTURAL COLUMNS

TV BACKING AND MOUNT

TO BE INSTALLED IN THIS

CONTRACT. TV IS NIC

WC-1, TYP

AWP-1, TYP. FRP-1, TYP. RB-1, TYP.

3'

- 0

1' - 0"6' - 9 1/2"1' - 0"

TY

P

3'

- 0

1 1/2" DIA PIPE

HANDRAIL, PAINTED

SLOPE PER PLAN

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U.

S.

A

RM

Y

EN

GI

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D

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CO

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NOT FOR CONSTRUCTION

B C D E F G H

PL

O

T

SC

AL

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x3

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ALASKA DISTRICT

0 L

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D

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W

1K B1

9R

XX

X X

XX

-X

X - X-

XX

XX

DESIGN

COMPLETE

EI

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TU

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1/4" = 1'-0"

MOUNTING HEIGHTS-SANITARY

ACCESSORIES

1/4" = 1'-0"

ACCESSIBLE SHOWER STALL

1/4" = 1'-0"

ACCESSIBLE WC/URINAL COMPARTMENTA6 C6 F6

1/4" = 1'-0"D1 KITCHENETTE 107 - NORTH

1/4" = 1'-0"F1 KITCHENETTE 107 - SOUTH

1/4" = 1'-0"C2 WOMENS 109 - SOUTH

1/4" = 1'-0"A2 WOMENS 109 - NORTH

1/4" = 1'-0"A1 MENS 110 - NORTH

1/4" = 1'-0"C1 MENS 110 - SOUTH

1/4" = 1'-0"F2 WOMENS 109 - LOCKERS SOUTH

1/4" = 1'-0"D2 WOMENS 109 - LOCKERS NORTH

1/4" = 1'-0"A3 READY/ALIS 106 - WEST

1/4" = 1'-0"F3 READY/ALIS 106 - SOUTH

1/4" = 1'-0"C3 READY/ALIS 106 - EAST

1/4" = 1'-0"F5

CONNECTOR -

NORTH (PARTIAL)

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4'

2'

UTILIDUCT

PER CIVIL

(E) CMU STEM WALL, NOTE 1

(E) PRE-ENGINEERED METAL

BUILDING COLUMN

(E) COLUMN PEDESTAL BELOW,

NOTE 1

(E) CONC SLAB

ON GRADE

UTILITY

PIT

STEM WALL

BELOW

APPROXIMATE EXTENTS OF

SLAB DEMOLITION

E4

S-540

E4

S-540

UTILIDUCT WALL

PER CIVIL

(E) CMU STEM WALL

NOTE 1

(E) STRIP FOOTING

NOTE 1

(E) COLUMN

PEDESTAL

NOTE 1

UTILITY

PIT

PIT STEM

WALL

NOTE 2

(E) COLUMN

FOOTING

NOTE 1

UTILIDUCT FLOOR/FOOTING

PER CIVIL

NOTE 2

PIT SLAB/ FLOOR SHALL

BE CONSTRUCTED FLUSH

WITH TOP OF EXISTING FOOTING

NOTE 1

NOTE 2

TYP

8"

NOTE 2

EXISTING

SLAB PATCHED TO MATCH EXISTING

PROVIDE #4 @ 1'-0" E.W. TYP

#4 CORNER

BARS @ 1'-0" O.C.

8 INCH CONC STEM WALL

#5 @ 1'-6" O.C. VERT

#4 @ 1'-0" O.C. HORIZ

WATER STOP

C

LR3" #5 @ 1'-0" O.C.

EACH WAY

NOTE 2

(E) CMU STEM WALL, NOTE 1

UTILIDUCT LID PER CIVIL

PIPING PER MECH AND CIVIL

UTILIDUCT FLOOR

PER CIVIL

(E) FOUNDATION,

NOTE 1

NOTE 2

M

IN6"

M

IN

1'

PROVIDE VAPOR

BARRIER TO MATCH

EXISTING 6 MIL MIN.

F S tr ee t A nc ho ra ge

, A la sk a

7.

6.

w w w

.c of fm an

.c om

A E

C C

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

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T

C O

R P

S O

F E

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NOT FOR CONSTRUCTION

B C D E F G H

P L O

T S

C A

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ALASKA DISTRICT

A s i n d ic a t e d

S-540

D E

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M U

A D

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IN

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A C

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IT

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M C

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H U

B S T

L

D E

C

W

K B

R

DESIGN

COMPLETE

A K

A N

C H

O R

A G

E

E

IE

L S

O N

A F

B A

L A

S K

A

S T

R U

C T

U R

A L

B U

IL

D

IN

G

D

E T

A

IL

S S y m

A c ti o n

D e s c ri p ti o n

D a te

A p p v d

A

M

V A

P O

R B

A R

R

IE

R A

D D

E D

/1

M C

S

1/2" = 1'-0"A1

BLDG 1306 UTILITY PIT FLOOR PLAN

PLAN NORTH

01 2 42

SCALE: 1/2"=1'-0"

1/2" = 1'-0"A4

BLDG 1306 UTILITY PIT FOUNDATION PLAN

PLAN NORTH

01 2 42

SCALE: 1/2"=1'-0"

BLDG 1306

DETAIL NOTES:

1. AS-BUILT FOUNDATION DRAWINGS

OF BUILDING 1306 ARE NOT

AVAILABLE. CONTRACTOR SHALL

FIELD VERIFY EXISTING

FOUNDATION LOCATIONS,

DIMENSIONS, BURIAL DEPTHS,

ETC. NOTIFY THE CONTRACTING

OFFICER IF EXISTING CONDITIONS

DIFFER FROM CONFIGURATION

ASSUMED ON THESE

CONSTRUCTION DRAWINGS.

2. WHERE NEW CONCRETE IS CAST

AGAINST EXISTING, ROUGHEN (E)

CONCRETE SURFACE TO 1/4"

AMPLITUDE, CLEAN AND APPLY

BONDING AGENT PRIOR TO

CASTING FRESH CONCRETE. NEW

REBAR SHALL BE EXTENDED,

DRILLED AND EPOXED IN (E)

FOUNDATION W/ 6" EMBEDMENT.

1" = 1'-0"E4

BLDG 1306 UTILITY PIT SECTION

01/2 1 21

SCALE: 1"=1'-0"

T S

TA

E

A K

AF ALO

49 TH

S

REG IST ER ED P R O F E S S IO NA L ENGIN

EER

MATTHEW C. STIELSTRA

No. SE13701

JAN 25, 2019

2.2.10 Screens

3.2 CLEANING