EIE393-AM_2_Solicitation_Amendment.pdf

PDF 4 MB Posted Jan 18, 2018

Attached to: EIE393, F-35A Renovation of Aircraft Maintenance Unit (AMU) and 8-bay Weather Shelter on Eielson AFB, Alaska
Solicitation number: W911KB-18-R-0020
Issued by: Department of the Army Corps of Engineers Engineering District Alaska

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Sol. No. W911KB-18-R-0020, AM#2, EIE393

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AM03_EIE393.pdf	PDF	Jan 22, 2018
AM01_EIE393.pdf	PDF	Jan 16, 2018
JA-06,_08-14_approved_Redacted.pdf	PDF	Dec 22, 2017
A.07.23_EIE393_Solicitation-Final.pdf	PDF	Dec 22, 2017
JA-07_Redacted_JA_Redacted.pdf	PDF	Dec 22, 2017
_EIE393-RTA_Complete_22_x_34_CORRECTED.pdf	PDF	Dec 22, 2017

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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

EIE393 Renovate 8-Bay Weather Shelter, Eielson AFB, AK.

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

b. Proposal due date remains 24 January 2018 at 2:00 PM Alaska Time.

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

1 162

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

16C. DATE SIGNED

BY 18-Jan-2018

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 W911KB18R0020

X 9B. DATED (SEE ITEM 11)

22-Dec-2017

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, X 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

18-Jan-2018

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:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded documents/sections:

A-002; AD-102; A-102; A-104; A-132; A-204; A-206; A-401; A-601A; S-102; S-111; S-202;

S-203; S-302; S-502; M-005; M-312; M-602; M-603; M-613

b. The following revised documents/sections are substituted for the superseded documents/sections. The identifier “AM 02” appears before and after new and/or revised materials, except as noted below.

EIE393 – PROJECT TABLE OF CONTENTS

SUBMITTAL REGISTER

SECTION 00 11 01 – CLIN SCHEDULE

- Proposal Schedule

SECTION 08 71 00 – DOOR HARDWARE

-Paragraph 3.5

SECTION 09 90 00 – PAINTS AND COATINGS

- Paragraph 1.12.1.1

- Paragraph 1.12.1.2

SECTION 10 28 13 – TOILET ACCESSORIES

- Paragraph 2.2.4

SECTION 22 00 00 – PLUMBING, GENERAL PURPOSE

- Paragraph 2.2

- Paragraph 2.2.1

- Paragraph 2.9.4.2

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

NONE

c. The following sections are deleted:

NONE

d. The following documents are added:

SECTION 12 31 00 – MANUFACTURED METAL CASEWORK

e. The following revisions are incorporated:

WAGE RATES, AK180001 1/12/18 AK1

f. Other:

NONE

(End of Summary of Changes)

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME.

EIE393

Section 00 11 01 - CLIN SCHEDULE

PROPOSAL SCHEDULE

Renovate Bldg 1338 Squad Ops and 8 Bays

Eielson AFB, ALASKA

BASE ITEMS

Item No.

Description Quantity Unit Unit Price Amount

0001 Renovate Bldg. 1338 within the bldg. 5-foot lines, Complete.

Job

0002 Construct site work and utilities serving Bldg. 1338 outside the bldg. 5-foot lines, Complete.

0003 Provide 2 aircraft cooling units.

Complete

0004 Install 2 aircraft cooling units provided under CLIN 0003 to permanent building utilities, Complete

0005 Sample, Test and Remove Asbestos Containing Material (ACM), including packaging, storing and transporting, per spec sections 01 57 20.01 29 and 02 82 14.00 10, Complete * Estimated Quantity

Total of Base Items 0001 to 0005 $

OPTION ITEMS

Item No.

Description Quantity Unit Unit Price Amount

0006 Sample, Test and Remove Lead-Based Paint Material, including packaging, storing and transporting, per spec section 02 83 13.00 20, Complete *

OPTION ITEMS (CONTINUED)

Item Description Quantity Unit Unit Price Amount No.

Stockpile and Sample 100 Cubic Yards of Potentially Contaminated Soil Including Construction of Holding Cells, Complete ** Estimated Quantity

0008 Dispose of 100 Cubic Yards of POL Contaminated Soil including Construction of Holding Cells, Complete ***

AM#2…

Furnish and Install IDS End Devices, Complete **** 1 Job $_________

AM#2…

AM#2…Total of Option Items 0006 thru 00089 … AM#2… $

Proposed Contract Duration:

For CLINs 0005, 0006, 0007, and 0008 are estimated quantities. Equitable adjustments will be made in accordance with FAR CLAUSE 52.211-18, VARIATION IN ESTIMATED QUANTITY .

(APR 1984) is applicable. No additional time will be added to the contract completion date if any of these options are exercised.

* For CLINs 0005 and 0006, the Contractor shall keep a record of the amount of material being removed and disposed of. These options can be awarded at any time during the Construction Contract period.

** Work on CLIN 0007 shall be the cost for work identified in Specs 02 61 13 “Excavation and Handling of Contaminated Material” and Section 01 57 20.01 29 “Environmental Protection” that is additional to the requirements of the normal project excavation and the field screening identified in Section 31 09 20.00 29 “Field Screen Testing of Soils for POL Contamination”. For CLIN 0007, the Contractor shall keep a record of the amount of contaminated soil being excavated and stockpiled. CLIN 0007 can be awarded at any time during the Construction Contract period and will not affect the duration of the contract.

*** For CLIN 0008 the Contractor shall keep a record of the amount of contaminated soil being disposed of.

This is the soil determined to be contaminated through the testing of soil required by CLIN 0007 to be stockpiled and sampled. Upon completion, if the amount of contaminated soil disposed of is less than the estimated quantities shown, the Government will receive a credit based upon the unit price noted in CLIN 0008. CLIN 0008 can be awarded at any time during the Construction Contract period.

AM#2… **** Work on CLIN 0009 shall be the cost of the Intrusion Detection System end devices noted in Section 28 10 05/2.3 as funded with other than MILCON funds. This option may be exercised at any time during the Construction Contract period. CLIN 0009 can be awarded at any time during the Construction Contract period and will not affect the duration of the contract. ...AM#2

AM#2…Total of Base and Optional Items 0001 thru 00089…AM#2 $

TOTALS

EVALUATION OF OFFERS.

1. AWARD: Award will be made in accordance with Section 00 22 11 - EVALUATION FACTORS FOR

AWARD.

2. INCOMPLETE OFFERS: Failure to submit an offer on all items in the schedule constitutes an incomplete offer. Incomplete offers may be rejected. Lump sum or unit prices must be shown for each item within the schedule.

3. EXTENSIONS: All extensions of the unit prices shown will be subject to verification by the

Government. In case of variation between the unit price and the extension, the unit price will be considered to be the offer.

-- END OF PROPOSAL SCHEDULE --

1. THE PARTITION TYPE DESIGNATION IS A 2 PIECE CODE THAT INCLUDES THE TYPE, AND CONFIGURATION TO THE CONSTRUCTION:

2. PARTITION TYPES ARE NOTED ON FLOOR PLANS AND ENLARGED FLOOR PLAN. REFER TO THE G100 SERIES FOR LOCATION AND EXTENT OR LIMITS

OF RATED PARTIONS.

3. REFER TO EXTERIOR WALL SECTIONS AND DETAILS FOR ADDITIONAL WALL/PARTITION FRAMING NOT SPECIFICALLY IDENTIFIED ON FLOOR PLANS.

4. ALL FIRE RATED ASSEMBLIES ARE BASED ON IBC, UL AND GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. FIRE RATED PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE TO THE REQUIREMENTS OF THE TESTING AGENCY(IES) LISTED. REFER TO SPECIFIC TEST REPORTS FOR

REQUIRED COMPONENTS AND ASSEMBLY.

5. ALL ACOUSTIC ASSEMBLIES ARE BASED ON ASTM E 90 TEST PROCEDURES. ACOUSTIC RATED PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPROVED TESTING AGENCY(IES). REFER TO SPECIFIC TEST REPORTS FOR REQUIRED

COMPONENTS AND ASSEMBLY.

6. ALL OTHER (NON-STRUCTURAL) PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS, MATERIALS MANUFACTERER, AND INDUSTRY STANDARDS.

7. METAL STUDS ARE TO BE 24" OC- ALL STUDS TO UNDERSIDE OF DECK - UNO

8. ALL GYPSUM BOARD IS TO BE 5/8" THICK, TYPE 'X'- UNO

9. SOUND GROUP 3 (SG3): HAVING A MINIMUM FIELD TESTED SOUND TRANSMISSION COEFFICIENT (STC) OF 45 OR BETTER. LOUD SPEECH FROM WITHIN THE SECURE AREA CAN BE FAINTLY HEARD BUT NOT UNDERSTOOD OUTSIDE THE SECURE AREA, AND NORMALSPEECH IS UNINTELLIBLE WITH

THE UNAIDED HUMAN EAR.

10. DESIGN STC RATINGS FOR PARTITION TYPES ARE A MINIMUM 5 POINTS HIGHER THAN THE REQUIRED STC RATINGS FOR THE SOUND GROUPS TO

ASSURE THEY MEET THE REQUIRED RATINGS DURING FIELD TESTING.

11. UPON COMPLETION OF THE WORK AND THE HVAC TEST AND BALANCING, NAD PRIOR TO FINAL INSPECTION OF THE SECURE AREA (SA) SO DESIGNATED SECURE STORAGE 121 ON THE DRAWINGS, ALL WALLS, DOORS HARD LID CEILINGS AND FLOORS IN THE SA SHALL BE NON‐ INSTRUMENTED TESTED BY THE CONTRACTOR TO CONFIRM THEY MEET THE MINIMUM REQUIRED ACOUSTICAL PERFORMANCE LEVELS FOR SOUND GROUP 3 (STC45) AS SPECIFIED IN NOTES 1 AND 2 ON THIS SHEET. THE CONTRACTOR SHALL ORGANIZE THE INITIAL WALK TEST AND PROCEDURES AND DOCUMENT THE LOCATION OF EACH TEST POINT ON FLOOR PLAN DRAWINGS AND LOG THE TEST RESULTS TO INDICATE EITHER "PASS" OR "FAIL". FAILED CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, GAPS AT DOOR SEALS, VOIDS IN DOOR

FRAME INSULATION, GAPS IN SEALS AT WALL

PENETRATIONS AND AT TOP AND BOTTOM OF WALL CONDITIONS, HOLES OR PENETRATIONS IN WALLS OR HARD LIDS, AND THE LIKE. THE GOVERNMENT DESIGNATED SITE SECURITY MANAGER (SSM) SHALL ACCOMPANY THE CONTRACTOR FROM THE BEGINNING THROUGH COMPLETION OF THE TESTING PROCEDURE FOR EACH SA. ANY FAILED CONDITION SHALL BE CORRECTED WITHIN SEVEN (7) CALENDAR DAYS AND SUBMITTED TO A FOLLOW‐UP TEST AT THAT TIME, CONDUCTED BY THE CONTRACTOR AND ACCOMPANIED BY THE SSM,TO ASSURE THE CORRECTIONS MEET THE

SPECIFIED PERFORMANCE LEVELS TO THE

SATISFACTION OF THE SSM. GOVERNMENT NON‐INSTRUMENTAL TESTING/FINAL INSPECTION OF THE SECURE AREA WILL NOT BE PERFORMED UNTIL SUCH TIME AS THE CONTRACT SUBMITS PASSING NON‐INSTRUMENTAL TEST RESULTS AS RECOMMENDED BY THE SSM.

PARTITION

CONFIGURATION

PARTITION TYPE

PARTITION CONTINUOUS TO

UNDERSIDE OF STRUCTURE

PARTITION CONTINUOUS TO UNDERSIDE OF

STRUCTURE: GWB TO 6" ABOVE CEILING

PARTITION TYPE GENERAL NOTES

LINE OF

FINISHED FLOOR

SEE PARTITION TYPES

CEILING AS SCHEDULED

STRUCTURE

BRACE WHERE REQUIRED-

REFER TO STRUCTURAL

DRAWINGS- TYP

PARTITION CONFIGURATION

XX.A XX.B

TWO HOUR FIRE AND/ OR SMOKE WALL - PRIORITY 1 (HIGHEST)

TWO HOUR FIRE WALL - PRIORITY 2

TWO HOUR SHAFT WALL - PRIORITY 2

ONE HOUR FIRE AND/ OR SMOKE WALL - PRIORITY 3

ONE HOUR FIREWALL - PRIORITY 4

NON-RATED WALL - PRIORITY 5 (LOWEST)

NOTE: ALL PARTITION TYPES INDICATED, MAY NOT BE USED. REFER TO PLANS

FOR ADDITIONAL INFORMATION.

WALL PRIORITY LEGEND

5/8" TYPE 'X' GYPSUM BOARD - EACH SIDE

A1:

5/8" TYPE 'X' GYPSUM BOARD - ONE SIDE

3 5/8" METAL STUD WITH BATT INSULATION

PARTITION TYPES

(2) 5/8" TYPE 'X' GYPSUM

BOARD - ONE SIDE

6" METAL STUD TO BE 16GA

AND 16" OC

EXTERIOR ASSEMBLIES

SOUND ATTENUATION BATT

INSULATION FASTENED TO

PREVENT SLIDING DOWN

5/8" TYPE 'X' GYPSUM

BOARD - ONE SIDE

B C

ROOF ASSEMBLY : TYPE 1

• EPDM MEMBRANE

• 1/2" COVERBOARD

• TAPERED INSULATION - SEE PLANS

• 1/2" PLYWOOD SHEATHING

• RIGID INSULATION WITH A MINIMUM R-VALUE OF 60

• VAPOR RETARDER

• 1/2" PROTECTION BOARD

• EXISTING STRUCTURAL METAL DECKING

WALL ASSEMBLY : TYPE 1

• 1 1/2" METAL FLAT PANEL

• 5/8" SUBSTRATE BOARD

• 6" METAL STUD W/ BATT INSULATION

• 5/8" SUBSTRATE BOARD

WALL ASSEMBLY : TYPE 2

• 1 1/2" METAL FLAT PANEL

• 5/8" SUBSTRATE BOARD

• 8" METAL STUD W/ BATT INSULATION

• 5/8" SUBSTRATE BOARD

WALL TYPE "A", "A1" AND "A2" WALL TYPE "B" WALL TYPE "C"

2 1/2" METAL STUD

FLOOR ASSEMBLY : TYPE 1

• 10" CONCRETE SLAB - REFER TO STRUCTURAL

DRAWINGS

• 2" SAND BED

• 2" RIGID INSULATION

• VAPOR BARRIER

• 4" AGGREGATE BASE COURSE

• CLASSIFIED FILL

FLOOR ASSEMBLY : TYPE 2

• 8" CONCRETE SLAB - REFER TO STRUCTURAL

DRAWINGS

• 2" SAND BED

• 2" RIGID INSULATION

• VAPOR BARRIER

• 4" AGGREGATE BASE COURSE

• CLASSIFIED FILL

STC 50 TO 54

NRCC 817-NV, 2-3-81

1 HR UL Design V450- APPLIES

ONLY TO 1 HR RATED WALLS AS

SHOWN ON SHEETS G104-G108

(2) 5/8" TYPE 'X' GYPSUM

BOARD - ONE SIDE

2 1/2" METAL STUD TO

BE 16 GA AND 16" OC

UNCONTROLLED SIDE: CONTROLLED SIDE:

(1) 5/8" TYPE 'X' GYPSUM

BOARD - ONE SIDE

UNCONTROLLED SIDE: CONTROLLED SIDE:

D WALL TYPE "D"

SOUND ATTENUATION BATT

INSULATION FASTENED TO

PREVENT SLIDING DOWN- FILL

VOIDS COMPLETELY

NOTE: PROVIDE CEMENTITIOUS

BACKER UNITS IN WET AREAS IN

ACCORDANCE WITH ANSI A108.11

NOTE: PROVIDE CEMENTITIOUS

BACKER UNITS IN WET AREAS IN

ACCORDANCE WITH ANSI A108.11

(2) 5/8" TYPE 'X' GYPSUM

BOARD - EACH SIDE

E WALL TYPE "E" AND "E1"

REFER TO GENERAL NOTES 9,10, AND 11 REFER TO GENERAL NOTES 9,10, AND 11

6" METAL STUD

E1:

6" METAL STUD TO BE 16GA AT 16"

OC WITH SOUND ATTENUATION

BATT INSULATION

2 HR UL DESIGN U411

STC 45 TO 49

NGC 2005005, 6-15-05

RAL TL06-115, 4-12-06

EXIST 8" CMU

(2) 5/8" TYPE 'X' GYPSUM

BOARD - ONE SIDE

2 1/2" METAL STUD TO

BE 16 GA AND 16" OC

UNCONTROLLED SIDE: CONTROLLED SIDE:

F WALL TYPE "F"

SOUND ATTENUATION BATT

INSULATION FASTENED TO

PREVENT SLIDING DOWN- FILL

VOIDS COMPLETELY

REFER TO GENERAL NOTES 9,10, AND 11

EXISTING EXTERIOR WALL

A2:

6" METAL STUD BATT INSULATION

A-501

AT WALL TYPE

'B' AND 'D'

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49th

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TNo. AELA-7941

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2' - 4 3/4" 4' - 9"

10' - 9 3/4"

3' - 4 1/2" 10' - 5"

9' - 1 1/2"

- 1

1/ 2"

- 1

1/ 2"

13 13

DEMO PLAN GENERAL NOTES

1. ELECTRONIC MEDIA: THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UTILIZING ELECTRONIC DRAFTING FORMATS OF AUTODESK REVIT VERSION 2017.

THE AVAILABILITY OF ELECTRONIC BASE FLOOR PLANS, AND/OR OTHER RELATED DOCUMENT FOR USE BY THE GENERAL CONTRACTOR FOR USE ON THIS SPECIFIC PROJECT TO GENERATE SHOP DRAWINGS IS CONDITIONALLY GRANTED THROUGH PERMISSION OF THE CONTRACTING OFFICER.

2. VERIFY CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL PROJECT RELATED NEW AND/ OR EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, DIMENSIONS PRIOR TO THE COMMENCEMENT OF WORK PROMPTLY NOTIFY THE CONTRACTING OFFICER IN WRITING OF DISCREPANCIES AND/ OR UNKNOWN CONDITIONS OBSERVED.

3. DRAWING FORMAT: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PRODUCED AT DRAWING SCALES THAT RELATE TO THEIR FULL SIZE FORMAT 22"x34" ANY DEVIATIONS TO THIS FORMAT SIZE WILL PRODUCE DRAWINGS OUTSIDE OF THE SCALE LIMITS INDICATED DRAWINGS REPRODUCTIONS AT ANY FORMAT SHOULD NOT BE SCALED FOR DIMENSIONAL

ACCURACY USE GRAPHIC SCALES ACCORDINGLY.

4. SELECTIVE DEMOLITION: THIS PROJECT INVOLVES THE SELECTIVE DEMOLITION OF EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL AS MANDATED IN THE DOCUMENTS. ALL DEMOLISHED MATERIALS WILL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSITION OF ALL SUCH MATERIALS MUST BE TAKEN INTO

CONSIDERATION.

5. HAZARDOUS MATERIALS: IT IS EXPECTED THAT HAZARDOUS MATERIAL WILL BE ENCOUNTERED IN THE WORK. HAZARDOUS MATERIALS COULD INCLUDE BUT ARE NOT LIMITED TO ASBESTOS, LEAD PAINT AS WELL AS UNIVERSAL WASTE. CONTACT CEO/CEOI INSULATION SHOP AT TEL # 907-377-1577 PRIOR TO COMMENCEMENT OF WORK. IF ASBESTOS IS DISCOVERED AN ASBESTOS PLAN WILL BE REQUIRED. REFER ALSO TO SPECIFICATION SECTION 02 61 13 FOR ADDITIONAL INFORMATION.

6. ROOM FINISHES: ALL FLOOR, BASE AND WALL FINISHES IN AREA 'A' ARE TO BE DEMOLISHED.

7. ALL ROOFING, ROOF DRAINS, ROOFING ACCESSORIES AND UNDERLAYMENTS IN AREA 'A' TO BE REMOVED TO THE STRUCTURAL METAL DECK. METAL DECK TO REMAIN.

8. ALL EXISTING COLUMNS IN DEMOLISHED WALLS TO REMAIN.

9. DEMOLISH ALL EXISTING INTERIOR CEILINGS, MECHANICAL DIFFUSERS, LIGHTS, AND LIGHTING ACCESSORIES - REFER TO ELECTRICAL DRAWINGS ED101 - ED127 FOR FULL EXTENT OF

ELECTRICAL WORK.

10. DEMOLISH ALL BASEBOARD COVERS.

11. DEMOLISH ALL EXISTING MECHANICAL SYSTEMS AND FIXTURES ABOVE GRADE TO PONT OF CONNECTION IN THE UTILIDOR LATERAL. REFER TO MECHANICAL DRAWINGS FOR FULL

EXTENT OF WORK.

12. REFER TO ALL SPECIFIC DISCIPLINE'S DRAWINGS - STRUCTURAL, FIRE SUPPRESSION, CIVIL, MECHANICAL, COMMUNICATIONS AND ELECTRICAL FOR FULL EXTENT OF DEMOLITION.

DEMOLITION PLAN LEGEND

EXISTING WALL TO REMAIN

DEMOLISH WALL INCLUDING BUT NOT LIMITED TO FINISHES, GYPSUM

BOARD, AND STUDS. REFER TO SHEET NOTES FOR ADDITIONAL

INFORMATION

DEMOLISH DOOR, FRAME, HARDWARE, AND ALL DOOR ACCESSORIES

EXISTING DOOR TO REMAIN

ROOFING, ROOF DRAINS, ROOFING ACCESSORIES

AND UNDERLAYMENTS TO BE DEMOLISHED.

DEMOLISH CEILINGS, GRID, LIGHTS, AND LIGHTING

ACCESSORIES - REFER TO ELECTRICAL FOR

ADDITIONAL INFORMATION

DEMOLISH CONCRETE APRON, PORTION OF

INTERIOR CONCRETE SLAB, AND PORTION OF

PAVEMENT. REFER TO STRUCTURAL AND CIVIL

DRAWINGS FOR ADDITIONAL INFORMATION AS WELL

AS DETAIL 1/AD302.

DEMOLISH DOOR, FRAME, HARDWARE, AND ALL DOOR ACCESSORIES

EXISTING DOOR TO REMAIN

DEMOLISH FLOOR CLEAN OUT - REFER TO MECHANICAL DRAWINGS

FOR ADDITIONAL INFORMATION 1 1/2" BOX RIB METAL PANEL SOFFIT TO REMAIN

ISTE H

SS NOI ARL C

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49th

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O LA SA

TNo. AELA-7941

James E. Dougherty

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N O

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Ap pr ov ed

Reference number:

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1 FIRST FLOOR DEMO PLAN- AREA A

KEY PLAN

A B C D E

PLAN NORTH

DEMOLITION SHEET NOTES

1 REMOVE ALL WOOD WAINSCOT WITHIN THE SPACE.

2 REMOVE FIRE EXTINGUISHER CABINET (FEC).

3 SAWCUT PORTION OF WALL TO CREATE ROUGH OPEINING FOR NEW DOOR AND FRAME. DO NOT OVERCUT CORNERS.

4 DEMOLISH BOLLARDS. PATCH CONCRETE SLAB WITH STEEL TROWEL FINISH.

5 HANGAR DOORS, TRACK, AND ACCESSORIES TO REMAIN. REMOVE DOOR THRESHOLD AND CLEAT(S) FOR

REINSTALLATION. REFER TO DETAIL 1/AD-302 FOR ADDITIONAL INFORMATION.

6 SAWCUT EXISTING CONCRETE SLAB FOR DEMOLITION AND INSTALLATION OF NEW MECHANICAL SYSTEMS. REFER TO

STRUCTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

7 DEMO PLASTIC LAMINATE WINDOW SILLS IF GYPSUM BOARD IS DAMAGED CONTRACTOR HAS OPTION TO REPLACE IN

FULL OR INSTALL 3/8" OVERLAY

8 MECHANICAL FIXTURE TO REMAIN - REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

9 CREATE ROUGH OPENING IN WALL FOR NEW DOOR - REFER TO DOOR SCHEDULE ON SHEET A601 FOR SIZE.

10 DEMOLISH VENTILATION FANS IN HANGAR DOOR.

11 REMOVE PORTION OF METAL DECKING FOR INSTALLATION OF NEW ROOF HATCH

12 DEMOLISH CONCRETE RAMP.

13 REMOVE EXTERIOR WALL LOUVER AND ACCESSORIES - COORDINATE WITH MECHANICAL

14 DEMOLISH 'STANDALONE STRUCTURE'

15 ELECTRICAL EQUIPMENT TO REMAIN. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

16 DEMOLISH GYPSUM BOARD (ONE SIDE)- WALL FRAMING TO REMAIN

0" 4' 8' 16'

XXSHOWN ON PLANS AS

NOT ALL NOTES USED ON SHEET

Sy m

Ac tio n

D es cr ip tio n

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T #2

.0 1.

2 2

A-202

B C F

4.5

1.1 1.2 1.6 1.10 1.12 1.141.3 1.5 1.7 1.9 1.131.4 1.8 1.11

A.A

A.B

A.C

A.D

A.E

A.F

A.G

A.H

A.J

A.K

A-202

PACK-OUT

COSO

SUPPORT

COMMAND

EQUIP ACCOUNT

ASSIT OIC

CHIEF/ OIC

CONFERENCE

LOCKHEED

MECH

MEN

106B

COMM

AFETS

SECURE STOR

SPECS

VESTIBULE C

PRODUCTION

APG

VESTIBULE A

WEAPONS

DEBRIEF

FAC MAN

ENGINE REP

PROD OFF

VESTIBULE B

VESTIBULE D

BREAK OUT

A-

A-301

A-401

A-

13' - 5 1/2".

0' - 8 1/4"

8' - 9 3/4" 5' - 4 1/4" 3' - 1 3/4"

10' - 6 1/2"

A-402 9

- 8

1/ 4"

- 1

0 3 /4"

1" 3'

- 8

1 1 /2"

4' - 3" 3' - 8 3/4". 4' - 9 1/4". 11' - 9" +/-

8' - 1 1/2" 0' - 8 1/4"

8' - 3 3/4"

106B

127A

202A

121A

128F

HALLWAY A

106A

HALLWAY B

127B

127C 127F

E124A E124B E124C

H130B

10' - 4"

B.A

A-303

FOAM A

1 3 /4"

3' - 8 1/4" 4' - 8"

A-404

- 5

1/ 2"

A-303

A-501

A-404 34

A-402 2

A-402 56

A-505

A-402 7

H130A

A-501

WOMEN

JANITOR

0' - 0"

30' - 4 1/2" +/-

NAL

10' - 5 3/4" +/- 0' - 8 1/4"

19' - 0 1/2"

8' - 10 1/2" 8' - 0" 24' - 5" 8' - 0" 14' - 0" 8' - 0" 22' - 6" +/-

14' - 3 1/2"

7' - 2 1/2" 15' - 3 1/2" 3' - 4"

- 9

- 9 1/

A-501

- 1

0 1 /2"

A-501

A-402

A-403

SERVICE CORRIDOR

3' - 8 1/2" 6' - 11"

A-4031

0' - 6"

DOWN

- 3

- 0

- 8

1/ 2"

- 4

0' - 0"

11 1211 12

11 12 11 12

9' - 9 1/2" 12' - 5 1/2" 0' - 4"

11111111

A-507

D.A

F.A

A-501

2 2 2

2 2 2 2

A-501

SIM

A-501

A1.AA1.A

FD0' - 6"

0' - 6"

108B

- 0

- 6

REFER TO SHEET A132 FOR EQUIPMENT LAYOUT

6 6 6

8' - 10 1/4"

A-505

TYP

SIM

TYP TYP

TYP

B.A

A1.AA1.A

RIM_LVT-1

FLOOR PLAN GENERAL NOTES

1. REFER TO SHEETS G-102 THROUGH G-108 FOR LIFE SAFETY PLANS AND GENERAL NOTES

2. DIMENSIONING GUIDE: ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE OF CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION, UNLESS OTHERWISE NOTED. CLEAR

DIMENSIONS BETWEEN SURFACES WILL BE NOTED WHERE APPLICABLE FROM MATERIAL FINISHES. ALL DIMENSIONS REFERENCED HEREIN ARE IMPERIAL STANDARDS. FOR THE PURPOSE OF THIS PROJECT, ALL DIMENSIONS HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED

3. DUE TO EXISTING BUILDING CONDITIONS, GRIDLINES 'A' AND '5' SHALL BE USED AS REFERENCE POINTS - DIMENSIONS TO THESE GRIDLINES ARE TO BE +/-. CONTRACTOR IS TO FIELD VERIFY ALL

EXISTING CONDITIONS AND NOTIFY PROJECT REPRESENTATIVE WHERE DISCREPANCIES OCCUR.

4. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN CORRESPOND TO REFERENCE ELEVATION [0’-0”] FOR THIS FLOOR LEVEL. DEVIATIONS AND VARIANCES IN THIS ELEVATION MAY EXIST, AS INDICATED. UPPER FLOOR ELEVATIONS TO BE NOTED ACCORDINGLY. NOTE: THIS ASSISTS AND ESTABLISHES NOTED VERTICAL CONTROL AT ALL FLOOR PLANS, REGARDLESS TO FLOOR LEVEL.

5. DEMOLITION NOTES: REFERENCE CORRESPONDING DEMOLITION SHEETS FOR CROSS-REFERENCING TO THE SAME FLOOR PLAN.

6. PARTITION/WALL TYPES: ANY PARTITION NOT TAGGED WITH PARTITION/WALL TYPE BUG ON THE FLOOR PLAN SHALL BE CLASSIFIED AS WALL TYPE A.A, AS DESIGNATED ON THE PARTITION/WALL

TYPE SCHEDULE A-002, UNLESS OTHERWISE NOTED. PARTITION WALL TYPES APPLY TO NEW CONSTRUCTION ONLY.

7. DOOR OPENINGS: ALL DOOR OPENINGS ARE DESIGNATED WITH REFERENCE NUMBERS CORRESPONDING TO A SEPARATE DOOR SCHEDULE. THIS MAY INCLUDE MISCELLANEOUS OPENINGS SUCH AS

OVERHEAD SECTIONAL OR COILING, SLIDING, AND OPERABLE PANELED ASSEMBLIES. REFER TO SHEET A601 FOR THE DOOR OPENING SCHEDULE.

8. OPENINGS: ALL OPENINGS ARE DESIGNATED WITH REFERENCE NUMBERS CORRESPONDING TO AN OPENING TYPE AND REFERENCED IN PLAN ON ON THE EXTERIOR ELEVATIONS.

9. ROOM FINISHES: ROOM FINSIHES ARE DESIGNATED ON THE FLOOR FINSIH PLANS, SHEETS A122 AND A123. ALSO REFER TO INTERIOR MATERIALS FINISH LEGEND FOR ADDITIONAL INFORMATION.

10. REFLECTED CEILING PLAN: REFER TO SHEET A142 THROUGH A-147 FOR THE CORRESPONDING RCP FOR THIS AREA.

11. EQUIPMENT PLANS: ROOMS MAY BE FURNISHED WITH SPECIFIC EQUIPMENT REQUIRED BY THE CONTRACT. REFER TO THE SHEET A132 FOR THE EQUIPMENT LAYOUT PLANS AND ADDITIONAL

EQUIPMENT DATA. NOTE: EQUIPMENT COULD BE DESIGNATED FF&E, COLLATERAL, OR OTHER.

12. ALL LOOSE FURNITURE SHOWN IN GREY IS FOR REFERENCE ONLY.

FLOOR PLAN LEGEND

EXISTING WALLS TO REMAIN

NEW WALLS - REFER TO SHEET A-002 FOR

PARTITION TYPE

INDICATES F-35 CLEARANCE

INDICATES NEW CONCRETE SLAB ON GRADE.

REFER TO STRUCTURAL AND CIVIL DRAWINGS

FOR ADDITIONAL INFORMATION.

FLOOR DRAINFD

LOCATION OF DOOR SILL LOCKS

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49th

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TNo. AELA-7941

James E. Dougherty

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Reference number:

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US Army Corps of Engineers ® Alaska District

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NOT FOR CONSTRUCTION

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KEY PLAN

A B C D E

1/8" = 1'-0"A-102

1 FIRST FLOOR PLAN- AREA A

PLAN NORTH

PLAN SHEET NOTES

1 FIELD VERIFY EXISTING ROUGH OPENING FOR NEW DOOR AND FRAME. REFER TO OPENING SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2 CONTRACTOR HAS OPTION TO REPAIR OR REPLACE GYPSUM BOARD ON THIS WALL(S) IN ORDER TO ACHIEVE LEVEL 4 FINISH. REFER TO DEMOLITION PLANS FOR

ADDITIONAL INFORMATION.

3 NEW BOLLARD - REFER TO DETAILS 1 AND 2 ON SHEET A507

5 HANGAR DOOR COUNTERWEIGHT AND ENCLOSURE TO REMAIN

6 EXISTING UNDERGROUND MECHANICAL SYSTEMS TO REMAIN - REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

7 AVIONICS COOLING UNIT- REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION AND COORDINATION

8 WALL MOUNTED LADDER

9 EXISITNG STAIR TO REMAIN

10 CONCRETE RAMP - REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

11 INSTALL SOLID SURFACE SILL ON INTERIOR SIDE OF EXISITNG WINDOW- REFER TO DETAIL 5/A503 12 INSTALL MECHOSHADE AT EXISTING WINDOW- REFER TO DETAIL 8/A503 AND INTERIOR MATERIALS FINISH LEGEND ON SHEET A602

13 SAFETY EYEWASH/SHOWER REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION

14 MOP SINK- REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION

15 INFILL WALL WITH WALL TYPE E1. CONTROLLED SIDE OF WALL SHALL BE SECURE STOR 121. PROVIDE FIRE STOPPING SEALANT IN LEIU OF ACOUSTICAL SEALANT AT THIS

LOCATION ONLY.

16 FIRE ALARM ANNUNCIATOR PANEL - REFER TO FIRE PROTECTION FOR ADDITIONAL INFORMATION 17 FIRE DEPARTMENT CONNECTION - REFER TO FIRE SUPPRESSION DRAWINGS FOR ADDITIONAL INFORMATION 18 COMBINED FOAM/ PREACTION TEST HEADER - REFER TO FIRE SUPPRESSION DRAWINGS FOR ADDITIONAL INFORMATION 19 INSTALL CEMENTITIOUS BACKER UNITS IN ACCORDANCE WITH ANSI A108.11 ON EXISTING FRAMING IN ORDER TO RECEIVE WALL FINISH

0" 4' 8' 16'

SHOWN ON PLANS AS XX

NOT ALL NOTES USED ON SHEET

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H J K L M

4.5

A-204

134A

UTILITY ROOM

ELEC

A-

A-302

A-301

BAY C3 133

BAY C4

STORAGE

WOMENS

MENS

JAN

A-

10' - 6"

E137 E1

E139

H132A H133A

H132B H133B

H141A

H141B

FIRE SUPPRESSION

HALLWAY C

A-305

1' - 0 1/16" 8' - 7" 7' - 10 1/2" 5' - 6" +/-

1F H

3E H

9 3

- 5

10 10

REFER TO SHEET A-124 FOR STRIPPING IN HANGAR BAY- TYPICAL

A-507

C.A

A-

13 1313

13 13

0' - 0" 0' - 6" 0' - 0"

FROM FACE OF WALL

25' - 6"

TYP

15' - 0"

TYP

15' - 0"

FROM FACE OF WALL

26' - 10"

CL CL

A-503 TYP

FROM FACE OF WALL

26' - 6"

TYP

15' - 0"

TYP

15' - 0"

FROM FACE OF WALL

25' - 6"

CLCL CL