am_4.pdf

PDF 22 MB Posted Sep 7, 2018

Attached to: ARNORTH Building 44 Renovation Federal contract opportunity
Solicitation number: W9126G18B0036
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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This amendment Extends the Proposal due date through 14 September 2018 Makes changes to the Specifications

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File	Type	Posted
am_6.pdf	PDF	Sep 10, 2018
am_5.pdf	PDF	Sep 7, 2018
am_3.pdf	PDF	Aug 30, 2018
am_2.pdf	PDF	Aug 22, 2018
am_2.zip	ZIP file	Aug 22, 2018
g18b0036_AM1.pdf	PDF	Aug 10, 2018
2nd_Flr_Plans.pdf	PDF	Aug 8, 2018
180716_-_B44_-_Final_CID_Attachment_M.pdf	PDF	Aug 8, 2018
Attachment_G_ACMLBPSpecs.pdf	PDF	Aug 8, 2018
A1.2_3rd_Flr_Plans.pdf	PDF	Aug 8, 2018
A1.2_Appendix_B_-_B44_-_Final_Geotechnical_Report.pdf	PDF	Aug 8, 2018
B3_Solicitation_W9126G18B0036.pdf	PDF	Aug 8, 2018

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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

The Solicitation for FY18 ARNORTH B44 Renovation, JBSA/FSH, San Antonio, Texas is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date has been changed to 14 September 2018 at 2:00 PM Central Time.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

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 9A. AMENDMENT OF SOLICITATION NO.

W9126G18B0036

X 9B. DATED (SEE ITEM 11)

09-Aug-2018

10B. DATED (SEE ITEM 13)

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

Sept 6, 2018

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9126G18B0036

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO PROPOSAL RECEIPT DATE

1. Proposal Receipt Date: Change the proposal receipt date from "11 September 2018, 2:00 p.m. local time" to "14 September 2018, 2:00 p.m. local time ".

CHANGES TO THE SPECIFICATIONS

2. Replaced Sections: The following section has been updated and replaced in its entirety to the solicitation, bearing the notation “W9126G18B0036-0004”.

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

3. New Sections: The following section has been added to the solicitation and option 1, bearing the notation “W9126G18B0036-0004”.

Solicitation:

03 01 00 REHABILITATION OF CONCRETE

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 74 33.00 40 PACKAGED, OUTDOOR, HEATING AND COOLING MAKEUP AIR-

CONDITIONERS

Option 1:

03 01 00 REHABILITATION OF CONCRETE

23 74 33.00 40 PACKAGED, OUTDOOR, HEATING AND COOLING MAKEUP AIR-

CONDITIONERS

4. Drawings: The following drawings have been updated and replaced in their entirety to the solicitation amd option 1, bearing the notation “W9126G18B0036-0004”.

Solicitation:

G-002.2 DRAWING INDEX

G-003 DRAWING INDEX - 2 OF 2

C-101 EX UTILITY MAP, B44 AREA

AD104 DEMOLITION PLAN - FIRST FLOOR - AREA A

AD106 DEMOLITION PLAN - SECOND FLOOR - AREA C

AD107 DEMOLITION PLAN - SECOND FLOOR - AREA D

AD108 DEMOLITION PLAN - THIRD FLOOR - AREA E

A-104 FLOOR PLAN - FIRST FLOOR - AREA A

A-108 FLOOR PLAN - THIRD FLOOR - AREA E

A-501 DETAILS

A-601 DOOR AND FRAME SCHEDULE AND TYPES

M-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES

MD-101 SOUTH BASEMENT - DEMOLITION

MD-102 CHILLER YARD - DEMOLITION

MD-103 SECOND FLOOR SOUTH - DEMOLITION

MD-104 SECOND FLOOR NORTH - DEMOLITION

MD-105 THIRD FLOOR - DEMOLITION

MH-101 BASEMENT - NEW WORK

MH-102 CHILLER YARD - NEW WORK

W9126G18B0036

MH-103 SECOND FLOOR SOUTH - NEW WORK

MH-104 SECOND FLOOR NORTH - NEW WORK

M-501 MECHANICAL DETAILS I

M-503 MECHANICAL DETAILS III

M-504 MECHANICAL DETAILS IV

M-505 SKID FRAME DETAILS

M-506 MECHANICAL CONTROL SCHEMATICS I

M-507 MECHANICAL CONTROL SCHEMATICS II

M-508 MECHANICAL CONTROL SCHEMATICS III

M-509 MECHANICAL CONTROL SCHEMATICS IV

M-510 MECHANICAL CONTROL SCHEMATICS V

M-511 MECHANICAL CONTROL SCHEMATICS VI

M-601 MECHANICAL SCHEDULES I

M-602 MECHANICAL SCHEDULES II

ED112 THIRD FLOOR DEMOLITION LIGHTING PLAN - AREA E

ED113 THIRD FLOOR DEMOLITION POWER PLAN - AREA E

E-629 ELECTRICAL ONE-LINE DIAGRAM

PD-303 THIRD FLOOR – DEMOLITION

TN-000 TECHNOLOGY, ABBREVIATIONS, GENERAL NOTES, LEGEND

TN-602 DETAILS

TND-103 OVERALL DEMOLITION THIRD FLOOR PLAN

TYD-103 OVERALL DEMOLITION THIRD FLOOR PLAN

S-105 EXISTING FRAMING AREA B ROOF

S-107 WEST STAIRWAY CMU PLAN VIEW AREA A

S-108 EAST STAIRWAY CMU ELEVATIONS AND PLAN AREA A

S-202 EXTERIOR STAIRS PARTIAL PLANS, SECTIONS AND DETAILS AREA A

S-212 WEST STAIRWAY STEEL FRAMING PLAN AND ELEVATIONS AREA B

S-301 FOUNDATION SECTIONS AND DETAILS

S-304 CMU STAIRWAY DETAILS AREA A

Option 1:

G-002.2 DRAWING INDEX

AD121 DEMOLITION PLAN - FIRST FLOOR - AREA A

A-123 DEMOLITION PLAN - SECOND FLOOR - AREA C

M-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES

MH-101 THIRD FLOOR - NEW WORK

M-501 MECHANICAL DETAILS I

M-503 MECHANICAL DETAILS III

M-504 SKID FRAME DETAILS

M-505 MECHANICAL CONTROL SCHEMATICS

M-601 MECHANICAL SCHEDULES I

TN-001 TECHNOLOGY, ABBREVIATIONS, GENERAL NOTES, LEGEND

TN-611 DETAILS

TY-403 ENLARGED COMM ROOM - THIRD FLOOR NIPR

End of Summary of Changes

FY18 ARNORTH B44 Renovation FSH18ANSRMB44LS

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

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 WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2007) Standard for Reduced-Pressure Principle Backflow Prevention Assembly

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and Lighting

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2009) Manual on Uniform Traffic Control Devices

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan; G

SECTION 01 50 00 Page 1

W9126G18B0036-0004

Traffic Control Plan; G

SD-06 Test Reports

Backflow Preventer Tests

SD-07 Certificates

Backflow Tester Certification

Backflow Preventers Certificate of Full Approval

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.4 BACKFLOW PREVENTERS CERTIFICATE

Certificate of Full Approval from FCCCHR List, University of Southern California, attesting that the design, size and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval will not be acceptable.

1.4.1 Backflow Tester Certificate

Prior to testing, submit to the Contracting Officer certification issued by the State or local regulatory agency attesting that the backflow tester has successfully completed a certification course sponsored by the regulatory agency. Tester must not be affiliated with any company participating in any other phase of this Contract.

1.4.2 Backflow Prevention Training Certificate

Submit a certificate recognized by the State or local authority that states the Contractor has completed at least 10 hours of training in backflow preventer installations. The certificate must be current.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Immediately upon beginning of work, provide a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer.

SECTION 01 50 00 Page 2

2.1.2 Project and Safety Signs

The requirements for the signs, their content, and location are as specified in Section 01 58 00 PROJECT IDENTIFICATION. Erect signs within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this contract. Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.2.3 Fencing

Provide fencing along the construction site at all open excavations and tunnels to control access by unauthorized people.

a. The safety fencing must be a high visibility orange colored, high density polyethylene grid or approved equal, a minimum of 48 inches high and maximum mesh size of 2 inches, supported and tightly secured to steel posts located on maximum 10 foot centers, constructed at the approved location. Install fencing to be able to restrain a force of at least 250 pounds against it.

2.2.4 Temporary Wiring

Provide temporary wiring in accordance with NFPA 241 and NFPA 70. Include frequent inspection of all equipment and apparatus.

2.2.5 Backflow Preventers

Reduced pressure principle type conforming to the applicable requirements AWWA C511. Provide backflow preventers complete with 150 pound flanged , bronze or brass mounted gate valve and strainer, 304 stainless steel or bronze, internal parts.

SECTION 01 50 00 Page 3

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Contractor employees will park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Contractor employee parking must not interfere with existing and established parking requirements of the government installation.

3.2 TEMPORARY BULLETIN BOARD

Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Temporary Utilities

Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.

<AM#0004>3.3.2 Payment for Utility Services

a. The Government will make all reasonably required utilities available to the Contractor from existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, the amount of each utility service consumed will be charged to or paid for by the Contractor at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. Carefully conserve any utilities furnished without charge.

b. Reasonable amounts of the following utilities will be made available to the Contractor at the prevailing rates.

c. The point at which the Government will deliver such utilities or services and the quantity available is as indicated. Pay all costs incurred in connecting, converting, and transferring the utilities to the work. Make connections, including providing backflow-preventing devices on connections to domestic water lines; and providing transformers; and make disconnections.

3.3.3 Meters and Temporary Connections

At the Contractors expense and in a manner satisfactory to the Contracting Officer, provide and maintain necessary temporary connections, distribution lines, and meter bases (Government will provide meters) required to measure the amount of each utility used for the purpose of determining charges.

Notify the Contracting Officer, in writing, 5 working days before final electrical connection is desired so that a utilities contract can be established. The Government will provide a meter and make the final hot connection after inspection and approval of the Contractor's temporary wiring installation. The Contractor will not make the final electrical connection.

SECTION 01 50 00 Page 4

3.3.4 Advance Deposit

An advance deposit for utilities consisting of an estimated month's usage or a minimum of $50.00 will be required. The last monthly bills for the fiscal year will normally be offset by the deposit and adjustments will be billed or returned as appropriate. Services to be rendered for the next fiscal year, beginning 1 October, will require a new deposit. Notification of the due date for this deposit will be mailed to the Contractor prior to the end of the current fiscal year.

3.3.5 Final Meter Reading

Before completion of the work and final acceptance of the work by the Government, notify the Contracting Officer, in writing, 5 working days before termination is desired. The Government will take a final meter reading, disconnect service, and remove the meters. Then remove all the temporary distribution lines, meter bases, and associated paraphernalia.

Pay all outstanding utility bills before final acceptance of the work by the Government.

In accordance with Contract Clause 52.236-14 AVAILABILITY AND USE OF UTILITY SERVICES, water is available from Government-owned and operated systems and will be furnished without charge to the Contractor. Gas and electricity have been privatized and are no longer available from Government-owned and operated systems. Gas and electrical utilities are available from City of San Antonio owned and operated systems, i.e, City Public Services. Contact DPW PM before starting the power (or gas) connection process with CPS. The Contractor shall make arrangements for use, connection, and payment of gas and electrical utilities with the local utility company. Advance deposits for utility connections may be required.

The Contractor shall coordinate with San Antonio City Public Services (CPS) on the design and construction of gas lines to the building. CPS will provide gas service up to and including the meter. Contractor is responsible for construction within the building up to the meter. All fees and costs for the CPS work will be paid by the Contractor.

See Section 01 35 13.01 44 SPECIAL PROJECT PROCEDURES FOR JOINT BASE SAN ANTONIO/FORT SAM HOUSTON for specific requirements. </AM#0004>

3.3.2 Sanitation

a. Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility.

Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties and / or fines associated with improper discharge will be the responsibility of the Contractor. Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system. Maintain these conveniences at all times without nuisance. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

SECTION 01 50 00 Page 5

3.3.3 Telephone

Make arrangements and pay all costs for telephone facilities desired.

3.3.4 Obstruction Lighting of Cranes

Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 100 feet above ground level. Light construction and installation must comply with FAA AC 70/7460-1. Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.

3.3.5 Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval.

The plan must be in accordance with State and local regulations and the MUTCD, Part VI. Make all notifications and obtain any permits required for modification to traffic movements outside Station's jurisdiction..

Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

3.4.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

SECTION 01 50 00 Page 6

3.4.3 Rush Hour Restrictions

Do not interfere with the peak traffic flows preceding and during normal operations without notification to and approval by the Contracting Officer.

3.4.4 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Treat dust abatement on access roads with applications of calcium chloride, water sprinklers, or similar methods or treatment.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Safety

Protect the integrity of any installed safety systems or personnel safety devices. If entrance into systems serving safety devices is required, the Contractor must obtain prior approval from the Contracting Officer. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.

3.5.2 Administrative Field Offices

Provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.

3.5.3 Storage Area

Construct a temporary 6 foot high chain link fence around trailers and materials. Include plastic strip inserts, colored brown, so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Do not place or store Trailers, materials, or equipment outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the installation boundaries. Trailers, equipment, or materials must not be open to public view with the exception of those items which are in support of ongoing work on any given day. Do not stockpile materials outside the fence in preparation for the next day's work. Park mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment within the fenced area at the end of each work day.

3.5.4 Supplemental Storage Area

Upon Contractor's request, the Contracting Officer will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but will be within the installation boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor is responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area.

Utilities will not be provided to this area by the Government.

SECTION 01 50 00 Page 7

3.5.5 Appearance of Trailers

a. Trailers utilized by the Contractor for administrative or material storage purposes must present a clean and neat exterior appearance and be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on installation property.

b. Paint using suitable paint and maintain the temporary facilities.

Failure to do so will be sufficient reason to require their removal.

3.5.6 Maintenance of Storage Area

a. Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles; gravel gradation will be at the Contractor's discretion. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.

3.5.7 New Building

In the event a new building is constructed for the temporary project field office, it will be a minimum 12 feet in width, 16 feet in length and have a minimum of 7 feet headroom. Equip the building with approved electrical wiring, at least one double convenience outlet and the required switches and fuses to provide 110-120 volt power. Provide a work table with stool, desk with chair, two additional chairs, and one legal size file cabinet that can be locked. The building must be waterproof, supplied with a heater, have a minimum of two doors, electric lights, a telephone, a battery operated smoke detector alarm, a sufficient number of adjustable windows for adequate light and ventilation, and a supply of approved drinking water. Approved sanitary facilities must be furnished. Screen the windows and doors and provide the doors with dead bolt type locking devices or a padlock and heavy duty hasp bolted to the door. Door hinge pins will be non-removable. Arrange the windows to open and to be securely fastened from the inside. Protect glass panels in windows by bars or heavy mesh screens to prevent easy access. In warm weather, furnish air conditioning capable of maintaining the office at 50 percent relative humidity and a room temperature 20 degrees F below the outside temperature when the outside temperature is 95 degrees F. Any new building erected for a temporary field office must be maintained by the Contractor during the life of the contract and upon completion and acceptance of the work become the property of the Contractor and removed from the site.

3.5.8 Security Provisions

Provide adequate outside security lighting at the Contractor's temporary facilities. The Contractor will be responsible for the security of its own equipment; in addition, the Contractor will notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

SECTION 01 50 00 Page 8

3.5.9 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

3.5.9.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions must include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

<AM#0004>3.6 GOVERNMENT FIELD OFFICE

3.6.1 Resident Engineer's Office

Provide the Government Resident Engineer with an office, approximately 200 square feet in floor area, located where directed and providing space heat, electric light and power, and toilet facilities consisting of one lavatory and one water closet complete with connections to water and sewer mains.

Provide a mail slot in the door or a lockable mail box mounted on the surface of the door. Include a 4 by 8 foot plan table, computer work space a standard size office desk and chair, and telephone. At completion of the project, the office will remain the property of the Contractor and be removed from the site. Utilities will be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer.

3.6.2 Quality Control Manager Records and Field Office

Provide on the jobsite an office with approximately 100 square feet of useful floor area for the exclusive use of the QC Manager. Provide a weathertight structure with adequate heating and cooling, toilet facilities, lighting, ventilation, a 4 by 8 foot plan table, a standard size office desk and chair, computer station, and working communications facilities. Provide a door with a cylinder lock and windows with locking hardware. Make utility connections. Locate as directed. File quality control records in the office and make available at all times to the Government. After completion of the work, remove the entire structure from the site.

3.6.3 Trailer-Type Mobile Office

The Contractor may, at its option, furnish and maintain a trailer-type mobile office acceptable to the Contracting Officer and providing as a minimum the facilities specified above. Securely anchor the trailer to the ground at all four corners to guard against movement during high winds.

</AM#0004>

SECTION 01 50 00 Page 9

3.6 PLANT COMMUNICATION

Whenever the Contractor has the individual elements of its plant so located that operation by normal voice between these elements is not satisfactory, the Contractor must install a satisfactory means of communication, such as telephone or other suitable devices and made available for use by Government personnel.

3.7 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, will become the property of the Contractor and be removed from the work site.

3.8 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.

3.9 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades, haul roads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced area, remove the fence that will become the property of the Contractor.

Restore areas used by the Contractor for the storage of equipment or material, or other use to the original or better condition. Remove gravel used to traverse grassed areas and restore the area to its original condition, including top soil and seeding as necessary.

-- End of Section --

SECTION 01 50 00 Page 10

US Army Corps of Engineers ®

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SHEET DESCRIPTION

REF NO.

GENERAL SHEETS

G-001.2 COVER SHEET

G-002.2 DRAWING INDEX

G-102.2 GENERAL NOTES, ABBREVIATIONS

G-103 CONTRACTOR STAGING AREA AND HAUL ROUTES PLAN

STRUCTURAL SHEETS

S-100 GENERAL STRUCTURAL NOTES AND SHEET INDEX

S-301 THIRD FLOOR MOVEABLE PARTITION SUPPORT

ARCHITECTURAL SHEETS

AD-121 DEMOLITION PLAN - THIRD FLOOR - AREA E

A-121 FLOOR PLAN - THIRD FLOOR - AREA E

A-123 ROOF PLAN

A-122 RCP - THIRD FLOOR - AREA E

A-311 WALL SECTIONS

A-411 ENLARGED DETAIL PLANS AND ELEVATIONS

A-511 DETAILS

A-512 DETAILS

A-531 MILLWORK DETAILS

A-605 DOOR AND FRAME SCHEDULE AND TYPES

A-606 WINDOW SCHEDULES AND DETAILS

A-625 PARTITION TYPES

INTERIOR SHEETS

I-121 FINISH FLOOR PLAN - THIRD FLOOR - AREA E

I-122 DEPARTMENT PLAN - THIRD FLOOR - AREA E

I-532 SIGNAGE TYPES

I-602 FINISH SCHEDULE

MECHANICAL SHEETS

M-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

MD-101 THIRD FLOOR - DEMOLITION

MH-101 THIRD FLOOR - NEW WORK

M-501 MECHANICAL DETAILS I

M-502 MECHANICAL DETAILS II

M-503 MECHANICAL DETAILS III

M-504 SKID FRAME DETAILS

M-505 MECHANICAL CONTROLS SCHEMATICS

M-601 MECHANICAL SCHEDULES

PLUMBING SHEETS

P-001 PLUMBING LEGEND, GENERAL NOTES AND SCHEDULES

PD-301 THIRD FLOOR DEMOLITION

PP-302 THIRD FLOOR - NEW WORK

PP-303 THIRD FLOOR RISER

ELECTRICAL SHEETS

E-001 LEGEND AND ABBREVIATIONS

ED-102 THIRD FLOOR DEMOLITION LIGHTING PLAN - AREA E

ED-103 THIRD FLOOR DEMOLITION POWER PLAN - AREA E

EL-103 THIRD FLOOR LIGHTING PLAN - AREA E

EL-105 THIRD FLOOR LIGHTING CONTROL PLAN - AREA E

EP-106 THIRD FLOOR POWER PLAN - AREA E

EP-107 THIRD FLOOR HVAC POWER PLAN - AREA E

EP-408 ENLARGED PLANS

E-509 ELECTRICAL DETAILS AND LOAD SUMMARY

E-610 ELECTRICAL ONE LINE DIAGRAM

E-611 LIGHTING CONTROLS DIAGRAM

E-612 LIGHTING FIXTURE SCHEDULES & CONTROLS

E-613 PANEL SCHEDULES

SHEET DESCRIPTION

REF NO.

TELECOMMUNICATION SHEETS

TN-001 TECHNOLOGY, ABBREVIATIONS, GENERAL NOTES, LEGEND

TND-101 OVERALL_DEMOLITION FIRST FLOOR PLAN

TND-103 OVERALL_DEMOLITION THIRD FLOOR PLAN

TN-101 OVERALL DEPARTMENT PLAN - 1ST FLOOR

TN-103 OVERALL DEPARTMENT PLAN - 3RD FLOOR

TN-106 NEW_THIRD FLOOR PLAN AREA E

TN-403 ENLARGED COMM ROOM - THIRD FLOOR NIPR

TN-404 ENLARGED COMM ROOM - THIRD FLOOR SIPR

TN-510 RISER DIAGRAM

TN-610 DETAILS

TN-611 DETAILS

TY-001 SECURITY, ABBREVIATIONS, GENERAL NOTES, LEGEND

TYD-103 OVERALL DEMOLITION - THIRD FLOOR PLAN

TY-103 OVERALL DEPARTMENT PLAN - 3RD FLOOR

TY-106 NEW THIRD FLOOR PLAN AREA E

TY-403 ENLARGED COMM ROOM - THIRD FLOOR NIPR

TY-611 DETAILS

FIRE PROTECTION SHEETS

LS-101 THIRD FLOOR FINISH OUT - AREA E LIFE SAFETY PLAN

FP-001 FIRE SPRINKLER GENERAL SHEETS

FP-101 THIRD FLOOR FINISH OUT - AREA E FIRE SPRINKLER PLAN

FP-501 FIRE SPRINKLER GENERAL DETAILS

FA-001 THIRD FLOOR FINISH OUT FIRE ALARM PLANS

FA-101 THIRD FLOOR FINISH OUT FIRE ALARM PLANS

FA-501 THIRD FLOOR FINISH OUT FIRE ALARM PLANS

FA-601 THIRD FLOOR FINISH OUT FIRE ALARM PLANS

CORRECTED FINAL

d d d

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SHEET DESCRIPTION

REF NO.

ELECTRICAL SHEETS, CONTD

E-528 ELECTRICAL DETAILS

E-629 ELECTRICAL ONE LINE DIAGRAM

E-630 LIGHTING CONTROL DIAGRAM

E-631 LIGHTING FIXTURE SCHEDULES AND CONTROLS

E-632 PANEL SCHEDULES

E-633 PANEL SCHEDULES

TELECOMMUNICATION SHEETS

TN-000 TECHNOLOGY ABBREVIATIONS, GENERAL NOTES, AND LEGEND

TND-101 OVERALL DEMOLITION FIRST FLOOR PLAN

TND-102 OVERALL DEMOLITION SECOND FLOOR PLAN

TND-103 OVERALL DEMOLITION PLAN - THIRD FLOOR

TN-100 OVERALL BASEMENT PLAN

TN-101 OVERALL DEPARTMENT PLAN - 1ST FLOOR

TN-102 OVERALL DEPARTMENT PLAN - 2ND FLOOR

TN-104 NEW SECOND FLOOR PLAN - AREA C

TN-105 NEW SECOND FLOOR PLAN - AREA D

TN-401 ENLARGED COMM ROOM - SECOND FLOOR NIPR

TN-402 ENLARGED COMM ROOM - SECOND FLOOR SIPR

TN-501 RISER DIAGRAM

TN-601 DETAILS

TN-602 DETAILS

TY-000 SECURITY ABBREVIATIONS, GENERAL NOTES, AND LEGEND

TYD-101 OVERALL_DEMOLITION FIRST FLOOR PLAN

TYD-102 OVERALL_DEMOLITION SECOND FLOOR PLAN

TYD-103 OVERALL DEMOLITION PLAN - THIRD FLOOR PLAN

TY-102 OVERALL DEPARTMENT PLAN - 2ND FLOOR

TY-104 NEW_SECOND FLOOR PLAN AREA C

TY-105 NEW_SECOND FLOOR PLAN AREA D

TY-401 ENLARGED COMM ROOM - SECOND FLOOR NIPR

TY-601 DETAILS

FIRE PROTECTION/FIRE ALARM SHEETS

LS-101 LIFE SAFETY PLAN - FIRST FLOOR

LS-102 LIFE SAFETY PLAN - SECOND FLOOR

LS-103 LIFE SAFETY PLAN - THIRD FLOOR

FP-001 FIRE SPRINKLER GENERAL NOTES

FP-101 SECOND FLOOR - AREA C FIRE SPRINKLER PLAN

FP-102 SECOND FLOOR - AREA D FIRE SPRINKLER PLAN

FP-103 THIRD FLOOR - AREA E FIRE SPRINKLER PLAN

FP-501 FIRE SPRINKLER RISER AND GENERAL DETAILS

FP-502 FIRE SPRINKLER GENERAL DETAILS

FA-001 SECOND AND THIRD FLOOR FIRE ALARM PLANS

FA-101 SECOND FLOOR FIRE ALARM PLANS

FA-102 THIRD FLOOR FIRE ALARM PLANS

FA-501 SECOND AND THIRD FLOOR FIRE ALARM PLANS

FA-601 SECOND AND THIRD FLOOR FIRE ALARM PLANS

CORRECTED FINAL

INTERIOR SHEETS (CONTD)

I-114 DEPARTMENTAL PLAN - SECOND FLOOR AREA D

I-531 SIGNAGE TYPES

I-601 ROOM FINISH SCHEDULE

MECHANICAL SHEETS

M-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

MD-101 SOUTH BASEMENT - DEMOLITION

MD-102 CHILLER YARD - DEMOLITION

MD-103 SECOND FLOOR SOUTH - DEMOLITION

MD-104 SECOND FLOOR NORTH - DEMOLITION

MD-105 THIRD FLOOR DEMOLITION

MH-101 BASEMENT - NEW WORK

MH-102 CHILLER YARD - NEW WORK

MH-103 SECOND FLOOR SOUTH - NEW WORK

MH-104 SECOND FLOOR NORTH - NEW WORK

M-501 MECHANICAL DETAILS I

M-502 MECHANICAL DETAILS II

M-503 MECHANICAL DETAILS III

M-504 MECHANICAL DETAILS IV

M-505 SKID FRAME DETAILS

M-506 MECHANICAL CONTROL SCHEMATICS I

M-507 MECHANICAL CONTROL SCHEMATICS II

M-508 MECHANICAL CONTROL SCHEMATICS III

M-509 MECHANICAL CONTROL SCHEMATICS IV

M-510 MECHANICAL CONTROL SCHEMATICS V

M-511 MECHANICAL CONTROL SCHEMATICS VI

M-601 MECHANICAL SCHEDULES - I

M-602 MECHANICAL SCHEDULES - II

M-603 MECHANICAL SCHEDULES - III

PLUMBING SHEETS

P-001 PLUMBING LEGEND, GENERAL NOTES, AND SCHEDULES

PD-301 SECOND FLOOR SOUTH - DEMOLITION

PD-302 PLUMBING SECOND FLOOR NORTH - DEMOLITION

PD-303 THIRD FLOOR - DEMOLITION

PP-303 SECOND FLOOR SOUTH - NEW WORK

PP-304 SECOND FLOOR NORTH - NEW WORK

PP-305 SECOND FLOOR RISER

ELECTRICAL SHEETS

E-001 LEGEND AND ABBREVIATIONS

ED-102 OVERALL SECOND FLOOR DEMOLITION LIGHTING PLAN

ED-103 SECOND FLOOR DEMOLITION LIGHTING PLAN - AREA C

ED-104 SECOND FLOOR DEMOLITION LIGHTING PLAN - AREA D

ED-105 OVERALL SECOND FLOOR DEMOLITION POWER PLAN

ED-106 SECOND FLOOR DEMOLITION POWER PLAN - AREA C

ED-107 SECOND FLOOR DEMOLITION POWER PLAN - AREA D

ED-108 BASEMENT DEMOLITION POWER DEMOLITION PLAN

ED-109 FIRST FLOOR DEMOLITION HVAC POWER PLAN - AREA A

ED-110 SECOND FLOOR DEMOLITION HVAC POWER - AREA C

ED-111 DEMOLITION ONE LINE DIAGRAM

ED-112 THIRD FLOOR DEMOLITION LIGHTING PLAN - AREA E

ED-113 THIRD FLOOR DEMOLITION POWER PLAN - AREA E

EL-112 FIRST FLOOR OVERALL LIGHTING PLAN

EL-113 OVERALL SECOND FLOOR LIGHTING PLAN

EL-114 SECOND FLOOR LIGHTING PLAN - AREA C

EL-115 SECOND FLOOR LIGHTING PLAN - AREA D

EL-116 OVERALL SECOND FLOOR LIGHTING CONTROL PLAN

EL-117 SECOND FLOOR LIGHTING CONTROL PLAN - AREA C

EL-118 SECOND FLOOR LIGHTING CONTROL PLAN - AREA D

EP-119 OVERALL SECOND FLOOR POWER PLAN

EP-120 SECOND FLOOR POWER PLAN - AREA C

EP-121 SECOND FLOOR POWER PLAN - AREA D

SHEET DESCRIPTION

REF NO.

ELECTRICAL SHEETS (CONTD)

EP-122 BASEMENT POWER PLAN

EP-123 FIRST FLOOR HVAC POWER PLAN - AREA A

EP-124 FIRST FLOOR HVAC POWER PLAN - AREA B

EP-125 SECOND FLOOR HVAC POWER PLAN - AREA C

EP-126 SECOND FLOOR HVAC POWER PLAN - AREA D

EP-127 ENLARGED PLANS

d d d d d d d d d d d d d d d

UPUPUP

UPUP

02 41 00.I

02 41 00.J

02 41 00.I

MATCHLINE MATCHLINE

N.I.C.

AD-401

/A1 AD105 /A1 AD105

02 41 00.AG02 41 00.AG

02 41 00.AF02 41 00.AF

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1/8" = 1'-0"AD104

A1 DEMOLITION PLAN - FIRST FLOOR - AREA A

DEMOLITION KEYNOTES

KEYNOTE DESCRIPTION

02 41 00.AF REMOVE AS REQUIRED

EXISTING SUSPENDED

ACOUSTIC CEILING TILE

SYSTEM TO APPROXIMATE

LIMITS SHOWN TO PROVIDE

ACCESS TO 2ND FLOOR

STRUCTURE AND PLUMBING

ABOVE. SALVAGE AND

PROTECT EXISTING CEILING

MOUNTED DEVICES (I.E.

LIGHTING, HVAC

DUCTS/GRILLS, FIRE ALARM,

AND SPRINKLER HEADS,

ETC.) FOR REUSE AND

REINSTALLATION IN

ORIGINAL LOCATION.

02 41 00.AG REMOVE AS REQUIRED

EXISTING SUSPENDED

DRYWALL CEILING SYSTEM

TO APPROXIMATE LIMITS

SHOWN TO PROVIDE ACCESS

TO 2ND FLOOR STRUCTURE

AND PLUMBING ABOVE.

SALVAGE AND PROTECT

EXISTING CEILING MOUNTED

DEVICES (I.E. LIGHTING,

HVAC DUCTS/GRILLS, FIRE

ALARM, AND SPRINKLER

HEADS, ETC.) FOR REUSE

AND REINSTALLATION IN

ORIGINAL LOCATION.

02 41 00.I REMOVE EXIST. EXTERIOR

FIRE ESCAPE STAIR

SYSTEMS AND ASSOCIATED

ROOF ACCESS LADDER

COMPLETELY.

02 41 00.J EXIST. FIRE ESCAPE STAIR

TO REMAIN.

NORTH

0' 8' 16'

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

AUGUST 14, 2018

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DNDNDN

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EXIST. ROOF

BELOW TO REMAIN

02 41 00.D

02 41 00.M

02 41 00.D 02 41 00.D 02 41 00.D 02 41 00.D 02 41 00.D 02 41 00.D

02 41 00.D

02 41 00.I

02 41 00.D

02 41 00.A

02 41 00.C

02 41 00.E

02 41 00.D 02 41 00.D 02 41 00.D 02 41 00.D 02 41 00.D

02 41 00.M

02 41 00.I

02 41 00.D 02 41 00.A 02 41 00.D 02 41 00.D 02 41 00.D

02 41 00.D

02 41 00.J

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02 41 00.D

02 41 00.A

02 41 00.C

02 41 00.E

CHAIRLIFT

02 41 00.P

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MATCH LINE

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EXIST. ROOF

BELOW TO REMAIN

EXIST. ROOF

BELOW TO REMAIN

02 41 00.W02 41 00.W

02 41 00.W02 41 00.W 02 41 00.W02 41 00.W

02 41 00.B

02 41 00.A

02 41 00.B

02 41 00.C

02 41 00.D

02 41 00.O

/A1 AD107 /A1 AD107

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02 41 00.G

02 41 00.L

02 41 00.M

02 41 00.A02 41 00.A

02 41 00.A

02 41 00.A02 41 00.A

02 41 00.A

02 41 00.A02 41 00.A

02 41 00.A

02 41 00.D 02 41 00.D

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A1 DEMOLITION PLAN - SECOND FLOOR - AREA C

DEMOLITION KEYNOTES

KEYNOTE DESCRIPTION

02 41 00.A REMOVE ALL INTERIOR

PARTITIONS AND WALL

FURRINGS AS INDICATED

BY DASHED LINES

02 41 00.B REMOVE EXIST. CEILING

SYSTEMS, FURRDOWNS &

ASSOCIATED

ACCESSORIES -

CONTRACTOR NOTE: TWO

EXISTING CEILING

SYSTEMS ARE PRESENT;

BOTH MUST BE REMOVED

TO EXPOSE EXISTING

STRUCTURE ABOVE.

02 41 00.C REMOVE ALL DOORS,

FRAMES AND HARDWARE

02 41 00.D REMOVE EXIST. WINDOW

SYSTEM AND PREP

OPENING TO RECEIVE

NEW CONSTRUCTION

02 41 00.E REMOVE ALL FLOOR

FINISH COVERINGS,

PREPARE SUBSTRATE TO

RECEIVE NEW FLOOR

FINISH

02 41 00.G REMOVE ALL PLUMBING

FIXTURES (SINKS,

TOILETS, ETC.) AND

ASSOCIATED PIPING

02 41 00.I REMOVE EXIST. EXTERIOR

FIRE ESCAPE STAIR

SYSTEMS AND

ASSOCIATED ROOF

ACCESS LADDER

COMPLETELY.

02 41 00.J EXIST. FIRE ESCAPE STAIR

TO REMAIN.

02 41 00.L REMOVE EXIST. EXTERIOR

WALL TO LIMITS SHOWN;

PREP OPENING TO

RECEIVE NEW WORK.

02 41 00.M REMOVE EXIST.DOOR &

FRAME AND PREP

OPENING TO RECEIVE

NEW CONSTRUCTION.

02 41 00.O REMOVE EXIST. ELEVATOR

EQUIPMENT AND

ABANDON SHAFT. PATCH

PENETRATIONS AT

PENTHOUSE AND

PERMANENTLY

BARRICADE SHAFT

OPENINGS AT ALL

FLOORS.

02 41 00.P REMOVE EXIST. CHAIR LIFT

SYSTEM.

02 41 00.Q REMOVE EXIST. ELEVATOR

OR DUMBWAITER

COMPONENTS AND PREP.

SLAB OPENING TO BE

INFILLED - REF. STRUCT.

02 41 00.V REMOVE EXIST. PIPE

CROSSOVER

BRIDGE/STAIR, PATCH

EXIST. ROOF SYSTEM.

02 41 00.W REMOVE EXIST. DRYWALL

COLUMN FURRINGS

TYPICAL ALL COLUMNS.

EXISTING PLASTER

FURRINGS TO REMAIN.

NORTH

0' 8' 16'

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

AUGUST 14, 2018

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ELEV.

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MATCH LINE

02 41 00.W02 41 00.W

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1' - 11" 6' - 9 3/8"

/A1 AD106 /A1 AD106

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02 41 00.D 02 41 00.D

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CORRECTED FINAL

1/8" = 1'-0"AD107

A1 DEMOLITION PLAN - SECOND FLOOR - AREA D

DEMOLITION KEYNOTES

KEYNOTE DESCRIPTION

02 41 00.A REMOVE ALL INTERIOR PARTITIONS AND WALL FURRINGS AS INDICATED BY

DASHED LINES

02 41 00.B REMOVE EXIST. CEILING SYSTEMS, FURRDOWNS & ASSOCIATED

ACCESSORIES - CONTRACTOR NOTE: TWO EXISTING CEILING SYSTEMS

ARE PRESENT; BOTH MUST BE REMOVED TO EXPOSE EXISTING

STRUCTURE ABOVE.

02 41 00.C REMOVE ALL DOORS, FRAMES AND HARDWARE

02 41 00.D REMOVE EXIST. WINDOW SYSTEM AND PREP OPENING TO RECEIVE NEW

CONSTRUCTION

02 41 00.E REMOVE ALL FLOOR FINISH COVERINGS, PREPARE SUBSTRATE TO

RECEIVE NEW FLOOR FINISH

02 41 00.F REMOVE ALL BASE CABINETS, UPPER WALL CABINETS, COUNTER TOPS,

CASE WORK, AND ACCESSORIES

02 41 00.G REMOVE ALL PLUMBING FIXTURES (SINKS, TOILETS, ETC.) AND

ASSOCIATED PIPING

02 41 00.I REMOVE EXIST. EXTERIOR FIRE ESCAPE STAIR SYSTEMS AND ASSOCIATED

ROOF ACCESS LADDER COMPLETELY.

02 41 00.L REMOVE EXIST. EXTERIOR WALL TO LIMITS SHOWN; PREP OPENING TO

RECEIVE NEW WORK.

02 41 00.M REMOVE EXIST.DOOR & FRAME AND PREP OPENING TO RECEIVE NEW

CONSTRUCTION.

02 41 00.O REMOVE EXIST. ELEVATOR EQUIPMENT AND ABANDON SHAFT. PATCH

PENETRATIONS AT PENTHOUSE AND PERMANENTLY BARRICADE SHAFT

OPENINGS AT ALL FLOORS.

02 41 00.S REMOVE / REPAIR / REPLACE EXISTING ELEVATOR COMPONENTS AS REQ'D

FOR FULL MODERNIZATION OF ELEVATOR.

02 41 00.W REMOVE EXIST. DRYWALL COLUMN FURRINGS TYPICAL ALL COLUMNS.

EXISTING PLASTER FURRINGS TO REMAIN.

NORTH

0' 8' 16'

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

AUGUST 14, 2018

M A

R K

D E

S C

N D

A T

R E

S I N

A C

C O

R D

A N

C E

H A

M D

E P

T d d d d d d d d d d d d d d d d d d d

DNDNDN

UPUPUP

ELEV.

02 41 00.G

02 41 00.I

02 41 00.A

02 41 00.C

02 41 00.E

02 41 00.A

02 41 00.C

02 41 00.E

02 41 00.W

02 41 00.W02 41 00.W

02 41 00.B

02 41 00.W

02 41 00.B

02 41 00.I

02 41 00.X02 41 00.X02 41 00.X

02 41 00.AC

02 41 00.AB

02 41 00.L

02 41 00.AE

1' - 11" 6' - 9 7/8"

02 41 00.O

02 41 00.S

02 41 00.A

02 41 00.B

02 41 00.C

02 41 00.E

02 41 00.AH

02 41 00.A02 41 00.A

SPECIAL NOTE

NEW WORK FOR 3RD FLOOR IS LIMITED, AS INDICATED IN

THE DRAWINGS (ALL DISCIPLINES). THE INTENT IS TO

CONDUCT DEMOLITION AND ABATEMENT, ALONG WITH

LIMITED NEW WORK SHOWN, TO PROVIDE A SHELL SPACE,

READY FOR FINISH-OUT, UNDER A SEPARATE CONTRACT.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

J O

B A

S E

S A

N A

N T

O N

F O

R T

S A

M H

O U

S T

O N

E X

A S

R E

N O

V A

T E

B L D

S E

C O

N D

F L O

O R

S A

F E

T Y

AD108

D E

M O

P L A

T H

F L O

O R

R E

A E

F O

R T

W O

R T

H D

K E

N A

L L

F N

I S

A V

O Y

D R

S U

H O

U S

T O

N T

E X

A S

P H

O N

E (8

-8

S L A

A R

C H

C T

J M

O R

E N

K E

N A

L L

F N

C H

O P

A U

G U

S T

. W G

-1 -D

-0

CORRECTED FINAL

1/8" = 1'-0"AD108

A1 DEMOLITION PLAN - THIRD FLOOR - AREA E

DEMOLITION KEYNOTES

KEYNOTE DESCRIPTION

02 41 00.A REMOVE ALL INTERIOR PARTITIONS AND WALL FURRINGS AS

INDICATED BY DASHED LINES

02 41 00.AB REMOVE EXIST. THRU WALL OVERFLOW ROOF SCUPPER. INFILL

OPENING TO MATCH EXISTING CONSTRUCTION.

02 41 00.AC REMOVE EXIST. EXISTING THRU WALL OVERFLOW ROOF SCUPPER.

SALVAGE EXISTING METAL DOWNSPOUT AND CONDUCTOR HEAD.

INFILL OPENING TO MATCH EXISTING CONSTRUCTION.

02 41 00.AE REMOVE EXIST. DOOR & HARDWARE. EXISTING FRAME TO REMAIN.

02 41 00.AH EXIST. DOOR & FRAME TO REMAIN. TACK WELD DOOR CLOSED TO

RENDER INOPERABLE.

02 41 00.B REMOVE EXIST. CEILING SYSTEMS, FURRDOWNS & ASSOCIATED

ACCESSORIES - CONTRACTOR NOTE: TWO EXISTING CEILING SYSTEMS

ARE PRESENT; BOTH MUST BE REMOVED TO EXPOSE EXISTING

STRUCTURE ABOVE.

02 41 00.C REMOVE ALL DOORS, FRAMES AND HARDWARE

02 41 00.E REMOVE ALL FLOOR FINISH COVERINGS, PREPARE SUBSTRATE TO

RECEIVE NEW FLOOR FINISH

02 41 00.G REMOVE ALL PLUMBING FIXTURES (SINKS, TOILETS, ETC.) AND

ASSOCIATED PIPING

02 41 00.I REMOVE EXIST. EXTERIOR FIRE ESCAPE STAIR SYSTEMS AND

ASSOCIATED ROOF ACCESS LADDER COMPLETELY.

02 41 00.L REMOVE EXIST. EXTERIOR WALL TO LIMITS SHOWN; PREP OPENING TO

RECEIVE NEW WORK.

0…

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