222003 Barracks 2012 Addendum #1.pdf

PDF 4 MB Posted Jul 14, 2023

Attached to: CBJTC Barracks 2012 Remodel
Solicitation number: ITB-05941
Issued by: Clay County, Florida

About this file

Written by GovTribe AI · Jul 30, 2024

This document is an addendum to a state and local contract opportunity issued by the Florida Army National Guard Construction & Facility Management Office for the renovation of Barracks 2012 at the Camp Blanding Joint Training Center. The addendum modifies the original bidding documents and provides clarification on several questions raised by bidders, including the permitted use of an alternate roof panel, the required color match for drip edge and soffit, and the required fire sprinkler system details. The addendum also includes an attached pre-bid meeting sign-in sheet and minutes, which outline the work schedule, permit requirements, RFI process, and bid submission details. Bids for this project are due on August 10, 2023.

The base bid for this project includes the removal of the existing shingle roof and installation of a new waterproof underlayment and pre-finished metal roofing system. Two alternates, ABI 1 and ABI 2, are also included, covering work to the building's exterior walls and interior, respectively. Bidders must acknowledge this addendum as part of their bid proposal.

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Other files

File	Type	Posted
222003 Rebid Exhibit_4_5_Proposal_SubList.docx	DOCX document	Jul 14, 2023
222003 Bid Opening Sign In Sheet.pdf	PDF	Jul 14, 2023
222003_Exhibit_3_FNG5085.docx	DOCX document	Jul 14, 2023
SOW.pdf	PDF	Jul 14, 2023
222003 Barracks 2012 Rebid Exhibit_1_ITB.pdf	PDF	Jul 14, 2023
222003 Bid Tab.pdf	PDF	Jul 14, 2023
222003-222005-222019 Sign in sheet.pdf	PDF	Jul 14, 2023

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Florida Army National Guard

Construction & Facility Management Office

ISSUED ADDENDUM

Rev. 11/2018

Date August 03, 2023

ADDENDUM Number 1

Project Number and Name 222003 CBJTC Barracks 2012 Remodel

Invitation to Bid Date July 17, 2023

Number of Attachments 1

Bid Opening Date and Time August 10, 2023 @ 2:00

From: Department of Military Affairs, CFMO Contracting Office

This addendum and the listed attachments forms a part of the contract documents and modifies the original bidding documents. Acknowledgement of this addendum in Exhibit 4 - Bid Proposal form is required.

Concerns with this addendum should be addressed to:

ng.fl.flarng.list.cfmo-contracting@army.mil

Answers to Questions (Q) / Clarifications (C) / Modifications (M)

Q1. Can we use Berridge Double ZeeLok in lieu of CeeLok. The double ZeeLok meets the higher wind load requirement. It would meet all gauge requirements and coating requirements.

A1. No, those panels are a commercial panel that are mechanically seamed. Panels are not to be mechanically seamed.

Q2. Please verify you would want all drip edge to match metal roof system.

A2. Yes, Match the roof color, Sierra Tan

Q3. For soffit, you specified K-Can Turkish coffee. K-Can does not carry .032, but Berridge does carry .032 and would single source soffit, fascia, and roof. Please let us know if acceptable.

A3. A color that matches the existing buildings is “Royal Brown” from Town and Country. Color must match existing surrounding buildings, not necessarily the manufacturer.

mailto:ng.fl.flarng.list.cfmo-contracting@army.mil

Q4. Berridge would require Midstate’s High Temperature peel / stick for dry-in. please let me know if acceptable.

A4. The underlayment must meet specs, not brand, and be compatible with the roof panels. (Will be verified against panels at the time of submittals)

Q5. Which Gulf Coast panel is required? MegaLoc or VersaLoc are their only seamed panels. Please clarify. Bldg. 2012, 2013, and 2015

A5. The panel in the spec is the Gulf Coast “Gulflok”. This is a light commercial panel that is NOT mechanically seamed. There are several companies with panels that are equals.

Q6. Please provide fire sprinkler information for Barracks discussed at pre-bid meeting. Include water source for sprinkler system.

A6. See Amendment 1: See page A001 dated 2 August 20239 (Replaces A001dated 9 January 2023)

Attachment List

1. A/E Amendment 1

END OF ADDENDUM #1

DMA Project No.222003 AD-1 ALS No. 2206C

AMENDMENT 1

August 2, 2023

Camp Blanding Joint Training Center Renovation of Barracks 2012 Project No.: 222003 A/E No. 2206C

TO: ALL BIDDERS OF RECORD

To all Bidders submitting proposals for the captioned project: This amendment is hereby made part of the contract documents to the same extent as if it were originally included in the original documents.

GENERAL

1. On July 27, 2023 a prebid meeting was held at Camp Blanding Joint Training Center.

Minutes of that meeting are attached to this addendum.

SPECIFICATIONS

1. Add the attached Section 210500; Common Work Results for Fire Suppression.

2. Add the attached Section 211313; Wet Pipe Sprinkler System.

DRAWINGS

1. Delete Sheet A001; Demolition Notes, Construction Key Notes, Roofing Notes and General Notes and substitute the attached revised section. Reference: Construction type designation has been changed to Type V, B, Sprinkled (13R).

End of Addendum

704 Rosselle Street, Jacksonville, Florida 32204‐2942 Telephone: (904) 356‐2654 / Fax: (904) 356‐4010

704 Rosselle Street / Jacksonville, FL 32204

Telephone (904) 356‐2654 / Fax (904) 356‐4010

July 27, 2023

Camp Blanding Joint Training Center

Renovation of Barracks 2012

Project No.: 222003

AE Project No. 2206C

Renovation of Barracks 2013

Project No.: 222005

AE Project No. 2206D

Renovation of Latrine 2015

Project No.: 222019

AE Project No. 2206E

Pre‐Bid Site Visit

July 27, 2023; 10:00 AM EDT

Present: See attached attendance list

1. Ms. Hersey opened the meeting and introduced the DMA staff present.

2. Ms. Hersey reviewed the meeting agenda and made the following comments.

A. Work schedule will be Monday through Friday, 7:00am to 5:00pm.

B. The Florida National Guard works on an alternate work schedule (AWS). The contractor will be allowed to work on AWS Mondays. A copy of the Department of Military Affairs AWS calendar is included in the agenda.

C. Building permits are required through Clay County Building Department. Costs are to be included in contractor’s bids.

D. The RFI process was reviewed. Questions are to be submitted in writing to the CFMO at the email address listed in the agenda and within the indicated timeframe.

E. Bid Bond and a copy of the Florida State contractor license will be required in the bid package documents.

F. Bids are to be submitted in hard copy form to the CFMO Contract Management Branch at the address listed in the agenda. Bids sent to Camp Blanding or any other location will not be accepted.

G. Bidders are welcome to attend the bid opening.

H. The contractor will provide the owner proof of insurance within 10 days of contract award. Owners and Contractors Protective (OCP) liability coverage is required.

kimberly.d.morgen Highlight kimberly.d.morgen Highlight

3. The successful contractor will be required to submit a list of employees for background checks. Separate subcontractor lists are acceptable.

4. Mr. Collins indicated that the barracks will most likely require a residential type fire sprinkler system.

Details will be addressed in an addendum.

5. The meeting adjourned at 10:20 AM. Site visits to the buildings followed the meeting.

6. A copy of the agenda is attached at the end of these minutes.

End of Report

Copy to: Kimberly Hersey; DMA

Kimberly Morgen; DMA

Fred Levinson; DMA

File

LEGEND (SYMBOLS AND ABBREVIATIONS)

A001

Camp Blanding Joint Training Center Remodel Barracks CFMO Project No. 222003

CONSTRUCTION DOCUMENTS

Department of Military Affairs for

CONSULTANTS

704 Rosselle Street / Jacksonville, Florida 32204 Tel: 904.356.2654 Fax: 904.356.4010

AR 9761

AKEL LOGAN SHAFER

ARCHITECTS | PLANNERS

ROOFING NOTES

DEMOLITION NOTES,

CONSTRUCTION KEY NOTES,

ROOFING NOTES

AND GENERAL NOTES

GENERAL NOTES

CEILING PLAN LEGEND: NEW CONSTRUCTION KEY NOTES DEMOLITION KEY NOTES

1. APPLICABLE CODES

FLORIDA BUILDING CODE, 7th EDITION FLORIDA FIRE PREVENTION CODE, 7th EDITION

2. OCCUPANCY CLASSIFICATION

FBC - PARAGRAPH 310.4: RESIDENTIAL GROUP R-2

FPC - CH 29: EXISTING DORMITORY

3. BUILDING HEIGHT

ALLOWABLE BUILDING HEIGHT: FBC TABLE 504.3

CONSTRUCTION TYPE V, B, SPRINKLERED

RESIDENTIAL R-2 OCCUPANCY:

MAXIMUM ALLOWABLE HEIGHT 60 FEET

HEIGHT EXISTING 15 FEET

NUMBER OF FLOORS EXISTING 1 STORIES

4. BUILDING AREA

ALLOWABLE BUILDING AREA: FBC TABLE 506.2

CONSTRUCTION TYPE V,B, SPRINKLERED (13R), 2 STORIES

ALLOWABLE FLOOR AREA: 7,000 S.F.

ACTUAL FLOOR AREA: 1,973 S.F.

5. CONSTRUCTION TYPE

FBC: SECTION 602 - TYPE V,B

FPC: TABLE A.8.2.1.2 - TYPE V,000

FIRE RESISTANCE RATING REQUIREMENTS:

TABLE 601 0 HOURS

6. OCCUPANT LOAD

FBC (TABLE 1004.1.2) 1,973 SF / 50 SF PER PERSON = 39 PEOPLE

FPC (TABLE 7.3.1.2) 1,973 SF/200 SF PER PERSON = 10 PEOPLE

7. EXITING (EGRESS) CAPACITY

FBC: SECTION 1005.3.2; 0.2 INCHES PER PERSON

FFPC: SECTION 7.3.3.1: 0.2 INCHES PER PERSON

OCCUPANT LOAD: 39 PEOPLE x 0.2 IN. PER PERSON = 7.8 IN.

MINIMUM WIDTH REQUIRED: 2 DOORS @ 32 INCHES = 64 IN.

WIDTH PROVIDED: 2 DOORS @ 34 INCHES = 68 IN.

8. EXIT ACCESS TRAVEL DISTANCE

FBC: TABLE 1017.2; RESIDENTIAL R-2 (WITH SPRINKLER SYSTEM): 250 FEET

FFPC: TABLE A.7.6: RESIDENTIAL: 325 FEET

MAX ACTUAL TRAVEL DISTANCE: 45.5 FEET

BUILDING CODE DATA:

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APPROX.

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MAX.

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MIN.

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MAXIMUM

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MINIMUM

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NOT IN CONTRACT

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ON CENTER

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PRESSURE TREATED

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TYP.

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TYPICAL

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OR ELEVATION IS SHOWN

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DETAIL REFERENCE

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IS SHOWN

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BOTTOM NUMBER INDICATES SHEET NUMBER WHICH SECTION

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TOP NUMBER INDICATES SECTION OR ELEVATION IDENTIFICATION

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SECTION OR ELEVATION REFERENCE

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BOTTOM NUMBER INDICATES SHEET NUMBER WHICH DETAIL

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TOP NUMBER INDICATES DETAIL IDENTIFICATION

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SIMILAR

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SIM.

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SQUARE FEET

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DETAIL REFERENCE

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SECOND NUMBER INDICATES SHEET NUMBER WHICH DETAIL

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FIRST NUMBER INDICATES DETAIL NUMBER

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DETAIL A1/A102

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VERT.

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VERTICAL

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WORK ORDER

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ETCETERA

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ETC.

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ROOF ZONE IDENTIFICATION FOR WIND UPLIFT. SEE SHEET A101.1

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UNLESS NOTED OTHERWISE

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DEMOLITION KEY NOTE REFERENCE

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EXISTING CONSTRUCTION TO BE REMOVED AS NOTED

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CONTROL JOINT

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NEW WALL. SEE FLOOR PLANS AND SECTIONS.

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CONSTRUCTION KEY NOTE REFERENCE

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NEW DOOR IDENTIFICATION

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WINDOW TYPE REFERENCE

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DATE

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MARK

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ISSUE:

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PROJECT NO:

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DESCRIPTION

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ALS

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WHB

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JANUARY 9, 2023

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1. INSTALL 24 GA. STANDING SEAM METAL ROOF PANELS, RIDGE/HIP CAPS INSTALL 24 GA. STANDING SEAM METAL ROOF PANELS, RIDGE/HIP CAPS AND DRIP EDGE TRIM. FINISH: KYNAR 500 FINISH / COLOR: SIERRA TAN PANEL DESCRIPTION: 16 " WITH STRIATION. 12" WITH STRIATION. APPROVED MANUFACTURERS: GULF COAST SUPPLY - GULFSTREAM HIDDEN SCREW METAL ROOF SYSTEM AND BERRIDGE MANUFACTURING CO-CEE LOCK. 2. PATCH OPENINGS IN EXISTING ROOF DECK PRIOR TO APPLYING NEW PATCH OPENINGS IN EXISTING ROOF DECK PRIOR TO APPLYING NEW UNDERLAYMENT. 3. UNDERLAYMENT SHALL BE NEW SELF-ADHERING RUBBERIZED ASPHALT UNDERLAYMENT SHALL BE NEW SELF-ADHERING RUBBERIZED ASPHALT MEMBRANE 'GRACE' ICE AND WATER SHEILD OR EQUAL. 4. PROVIDE FLASHING REQUIRED AT ALL ROOF PENETRATIONS: PROVIDE FLASHING REQUIRED AT ALL ROOF PENETRATIONS: WEATHERHEAD, VENTS ETC. CORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. 5. CONTRACTOR SHALL VERIFY EXISTING BUILDING SIZE AND ROOF SLOPES. CONTRACTOR SHALL VERIFY EXISTING BUILDING SIZE AND ROOF SLOPES. 6. ALL EXISTING ROOF PENETRATIONS ARE SHOWN IN APPROXIMATE ALL EXISTING ROOF PENETRATIONS ARE SHOWN IN APPROXIMATE LOCATION. VERIFY WITH MECHANICAL/ELECTRICAL DRAWINGS REQUIREMENTS FOR ALL PENETRATIONS THROUGH NEW ROOF. 7. ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF OFF OF CBJTC ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF OFF OF CBJTC PROPERTY BY CONTRACTOR. 8. REPLACE DAMAGED/DETERIORATED ROOF SHEATHING WITH NEW EXTERIOR REPLACE DAMAGED/DETERIORATED ROOF SHEATHING WITH NEW EXTERIOR GRADE PLYWOOD SHEATHING, THICKNESS TO MATCH EXISTING.

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NEW SUSPENDED 2X4 LAY-IN

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ACOUSTICAL PANEL CEILING

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NEW WALL MOUNTED LIGHT FIXTURE

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NEW 5/8" GYPSUM BOARD CEILING PAINTED

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NEW EMERGENCY LIGHT FIXTURE

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NEW SUPPLY GRILLE

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1. ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF OFF CBJTC PROPERTY. ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF OFF CBJTC PROPERTY. 2. THE DRAWINGS ARE GRAPHIC REPRESENTATIONS OF EXISTING CONDITIONS. DIMENSIONS, THE DRAWINGS ARE GRAPHIC REPRESENTATIONS OF EXISTING CONDITIONS. DIMENSIONS, SIZES, QUANTITIES, AND LOCATIONS OF EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO FAMILIARIZE THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO FAMILIARIZE HIMSELF WITH THE CONDITIONS AFFECTING HIS WORK. 4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS IN EXISTING THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS IN EXISTING MATERIALS AND/OR STRUCTURE WHICH WILL ADVERSELY AFFECT THE EXECUTION AND/OR QUALITY OF THE COMPLETED WORK.

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NEW SPEAKER

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(SEE ELECTRICAL DRAWINGS)

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AutoCAD SHX Text REMOVE EXIST. DRAIN GRATE, FILL DRAIN WITH CONCRETE, PATCH AND LEVEL EXIST'G SLAB WITH FLOWABLE CEMENTITIOUS LEVELING COMPOUND. INSTALL NEW VINYL FRAMED, FIXED, INSULATED, LOW-E WINDOW. REFER TO SHEET S001 FOR GENERAL OPENING FRAMING INFORMATION. INFILL OPENING IN WALL WITH 2X6 WOOD STUD FRAMING @ 16" O.C. AND 5/8" EXTERIOR PLYWOOD SHEATHING. CONSTRUCTION SHALL MATCH EXTERIOR WALL. SEE SECTION A4/A104. NEW STANDING SEAM METAL ROOFING OVER EXISTING ROOF DECKING. SEE ROOFING NOTES ON SHEET A001. CLEAN AND PREPARE EXISTING EXTERIOR WALL SURFACES AS REQUIRED FOR NEW WATER RESISTIVE BARRIER AND EXTERIOR FINISHES. RPLACE DAMAGED WOOD SIDING WITH NEW EXTERIOR GRADE PLYWOOD SHEATHING TO MATCH EXISTING THICKNESS. FUR-OUT ENTIRE WALL SURFACE BEHIND NEW STUCCO. SHIM FURRING AS REQUIRED TO PROVIDE A UNIFORM PLANE. PROVIDE FLUID-APPLIED MEMBRANE FLASHING AND WATER RESISTIVE BARRIER PER SPECIFICATIONS AND DETAILS. PROVIDE NEW SPLIT-FACE CMU VENEER AND STUCCO OVER GALVANIZED METAL LATH AS INDICATED ON DRAWINGS. NEW CAST STONE CAP AROUND THE PERIMETER OF THE BUILDING. NEW NOMINAL 4"x8"x16" SPLIT FACE CONCRETE BLOCK VENEER WITH CORRUGATED GALVANIZED METAL WALL TIES AND WEEPS AT 32" MAX. O.C. EXTEND EXISTING REINFORCED CONCRETE FOOTING OUT TO 8" MINIMUM BEYOND FACE OF NEW SPLIT FACE BLOCK. SEE ARCHITECTURAL DETAILS ON SHEET A104. RE-INSTALL EXISTING BUILDING NUMBER SIGN AFTER COMPLETION OF NEW STUCCO WORK. NEW PRE-FINISHED ALUMINUM DRIP EDGE/FASCIA TO MATCH NEW ROOFING. NEW PRE-FINISHED ALUMINUM SOFFIT. ADD NEW WOOD FRAMING TO MATCH EXIST'G. CONSTRUCTION. FINISH AS PER KEY NOTES 5 & 17. PROVIDE NEW 4" THICK MIN. CONC. STOOP/SLAB WITH MINIMUM 8"x8" TURNED DOWN EDGE. BROOM FINISH. SLOPE AWAY FROM BUILDING AND DOOR AND BE FLUSH WITH ADJACENT EXISTING CONCRETE WALK U.N.O. PROVIDE " EXPANSION 12" EXPANSION JOINT MATERIAL BETWEEN NEW AND EXISTING WALKS/SLABS. INSTALL NEW 36" WIDE HOLLOW METAL DOOR AND FRAME. (EXTERIOR) INSTALL NEW 36" WIDE HOLLOW METAL DOOR AND FRAME. (INTERIOR) PAINT EXISTING CMU WALL. INSTALL NEW 2 " METAL STUDS AT 16" O.C. ON INSIDE OF EXTERIOR WALLS. 12" METAL STUDS AT 16" O.C. ON INSIDE OF EXTERIOR WALLS. INSTALL NEW 1 " RIGID INSULATION AND NEW " THICK GWB. 12" RIGID INSULATION AND NEW " THICK GWB. 58" THICK GWB. FURNISH AND INSTALL NEW PAINT ON INTERIOR WALLS. PROVIDE/INSTALL NEW SOLID SURFACE WINDOW SILLS. COLOR TO BE SELECTED BY OWNER. (TYP.) FURNISH/INSTALL NEW SPRAY FOAM INSULATION TO UNDERSIDE OF EXISTING ROOF DECK. (R-30 OPEN-CELL TYPE) PROVIDE AND INSTALL 2" WHITE PLASTIC WINDOW BLINDS AT EACH NEW WINDOW. PROVIDE AND INSTALL (FLAT) NEW PAINTED PRESSURE TREATED 2x4 BASE BOARDS. INSTALL BASE BOARD ON EDGE IN MECHANICAL ROOM 103. EASE ALL EXPOSED EDGES PRIOR TO PAINTING. REINSTALL EXISTING FIRE EXTINGUISHER. INSTALL NEW FIRE EXTINGUISHER TO MATCH EXISTING TYPE. FRAME NEW ROUGH OPENING AND FURNISH/INSTALL NEW OUTSIDE AIR LOUVER, PLENUM AND INSECT SCREEN AT MECHANICAL ROOM. SEE PARTIAL WALL SECTION A4/A102. ALSO COORDINATE WITH MECHANICAL DRAWINGS. INSTALL NEW " GYPSUM BOARD CEILING PAINTED. 58" GYPSUM BOARD CEILING PAINTED. INSTALL NEW SUSPENDED 2x4 LAY-IN ACOUSTICAL PANEL CEILING WITH METAL GRID SYSTEM. FOR IDENTIFICATION OF ALL CEILING MOUNTED COMPONENTS, SEE CEILING PLAN LEGEND THIS SHEET. COORDINATE WITH ENGINEERING DRAWINGS. INSTALL NEW 2x4 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. INSTALL NEW EXIT LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. INSTALL NEW EMERGENCY LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. INSTALL NEW EXTERIOR LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. REGRADE AND SEED IN AREAS WHERE EXISTING CONCRETE WALKS HAVE BEEN REMOVED AND NOT REPLACED WITH NEW AND EXISTING GRASSED AREAS WHERE DISTURBED DURING CONSTRUCTION. NEW CONDENSING UNIT AND CONCRETE UTILITY PAD. SEE ENGINEERING DWGS. CONTRACTOR SHALL INSPECT ALL EXISTING MASONRY WALLS FOR CRACKS. ROUT, CLEAN AND PREPARE CRACKS AS REQUIRED AND FILL WITH PATCHING MORTAR. SEE SPECIFICATIONS. NEW CEILING MOUNTED SPEAKER. SEE ELECTRICAL DRAWINGS. NEW 2X2 CEILING MOUNTED SUPPLY GRILLE. SEE MECHANICAL DRAWINGS. NEW 2X2 RETURN AIR GRILLE. SEE MECHANICAL DRAWINGS. NEW 2X4 TRANSFER GRILLE. SEE MECHANICAL DRAWINGS.

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AutoCAD SHX Text REMOVE EXISTING CLERESTORY AND ROOFING, INCLUDING STRUCTURE. REMOVE EXISTING ASPHALT SHINGLE ROOFING DOWN TO ROOF DECK. REMOVE EXISTING WINDOWS, BLINDS AND SCREENS. REMOVE EXISTING EXTERIOR LIGHTING. COORDINATE WITH ELECTRICAL DRAWINGS. REMOVE EXISTING DOOR(S), FRAMES AND THRESHOLDS. REMOVE EXISTING WOOD SIGN AND MOUNTING POSTS. REMOVE EXISTING CONCRETE WALKS, STEPS AND CONC. PADS WHERE SHOWN AND AS REQUIRED TO ACCOMMODATE EXTENSION OF EXISTING FOOTING AND INSTALLATION OF NEW SPLIT FACE CMU VENEER. REMOVE EXISTING INTERIOR WALL. REMOVE EXISTING INTERIOR WALL FINISHES DOWN TO WALL STRUCTURE. REMOVE EXISTING WALL AS NECESSARY TO ACCOMMODATE INSTALLATION OF NEW WINDOWS AND/OR LOUVERS, INCLUDING NECESSARY NEW FRAMING. REMOVE EXISTING MISCELLANEOUS SIGNAGE FOR REINSTALLATION AT COMPLETION OF NEW STUCCO WORK. REMOVE ALL EXISTING FLOORING MATERIALS. REMOVE MASTICS AND LOOSE PAINT, STAIN AND SEALERS THAT WOULD AFFECT ADHESION OF NEW FLOOR FILL MATERIAL. REMOVE EXISTING FLOOR GRATES AND FILL WITH CONCRETE, SEE CONSTRUCTION NOTE 1. REMOVE ALL EXISTING CEILING MATERIALS, FURRING STRIPS, INSULATION, ETC. DOWN TO STRUCTURE. REMOVE ALL EXISTING WOOD SHELVING AND SUPPORT FRAMING/BRACKETS. REMOVE EXISTING BUILDING NUMBER SIGNS AND HOLD FOR REINSTALLATION AS DESCRIBED BY THE NEW CONSTRUCTION KEY NOTES ON SHEET A001. REMOVE EXISTING CAST IRON PIPE AND CAP OFF BELOW GRADE. REMOVE EXISTING FIRE EXTINGUISHER AND HOLD FOR REINSTALLATION AFTER PAINTING NEW INTERIOR GYPSUM BOARD. REMOVE ALL EXISTING ABANDONED PIPING, CONDUIT, CABLES, WIRES, ETC. CUT OFF BELOW TOP OF SLAB OR GRADE. ACTIVE CABLES AND WIRING SHALL BE RELOCATED WITHIN BUILDING. COORDINATE WITH M.E.P. DRAWINGS. REMOVE EXISTING WALL MOUNTED STEEL SHELF. REMOVE EXISTING EQUIPMENT. SEE MECHANICAL AND ELECTRICAL DRAWINGS. REMOVE EXISTING WOOD TRIM. REMOVE EXISTING L.P. TANK, PIPING, HOUSEKEEPING PAD AND BOLLARD.

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NEW TRANSFER GRILLE

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A100 SERIES.DWG

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FIRE EXTINGUISHER

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ADDENDUM NO. 1

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222003 Remodel Barracks 2012 - Amendment 1.pdf

A001.pdf

Sheets and Views

A001

File details come from the government source that posted it. Updated Jul 30, 2024.