ADDENDUM NO. 1 This Addendum consists of 1 page, 2 ...gsiconstruct.com/wp-content/uploads/2016/12/Addendum1.pdf · MATERIALS; Delete the specification section in its entirety and

15-025 AD1- 1 ADDENDUM 1

ADDENDUM NO. 1 January 25, 2017

This Addendum consists of 1 page, 2 Specification Sections and 6 Drawing Sheets.

CHANGES TO PROJECT MANUAL:

1. SECTION 02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING

MATERIALS; Delete the specification section in its entirety and replace with the attached, “02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS.”

2. SECTION 10 26 13 WALL AND CORNER GUARDS: Delete the specification section in its entirety and replace with the attached, “10 26 13 WALL AND CORNER GUARDS.”

3. SECTION 12 48 00 RUGS AND MATS; Delete the specification section in its entirety.

CHANGES TO DRAWINGS:

1. D110 1ST FLOOR PLAN – DEMO: Delete the sheet in its entirety and replace with the attached, ”D110 1ST FLOOR PLAN – DEMO.”

2. D111 2nd FLOOR PLAN – DEMO: Delete the sheet in its entirety and replace with the attached, ”D111 2nd FLOOR PLAN – DEMO.”

3. A120 RCP – 1ST FLOOR: Delete the sheet in its entirety and replace with the attached, ”A120 RCP – 1ST FLOOR.”

4. A121 RCP – 2ND FLOOR: Delete the sheet in its entirety and replace with the attached, ”A121 RCP – 2ND FLOOR.”

5. A601 OPENING SCHEDULE: Delete the sheet in its entirety and replace with the attached, ”A601 OPENING SCHEDULE.”

6. E601 SINGLE LINE DIAGRAM – NEW WORK; Delete the sheet in its entirety and replace with the attached, ”SINGLE LINE DIAGRAM – NEW WORK.”

END OF ADDENDUM 1

McClelland Hall MAHG15-1109Keesler AFB, Biloxi, MS

SECTION 02 82 16.00 20

ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS02/10

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 INDUSTRIAL HYGIENE ASSOCIATION (AIHA)

AIHA Z9.2 (2006) Fundamentals Governing the Design and Operation of Local Exhaust Ventilation Systems

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z88.2 (1992) Respiratory Protection

ASTM INTERNATIONAL (ASTM)

ASTM C 732 (2006) Aging Effects of Artificial Weathering on Latex Sealants

ASTM D 1331 (1989; R 2001) Surface and Interfacial Tension of Solutions of Surface-Active Agents

ASTM D 2794 (1993; R 2004) Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

ASTM D 522 (1993a; R 2008) Mandrel Bend Test of Attached Organic Coatings

ASTM E 119 (2010a) Standard Test Methods for Fire Tests of Building Construction and Materials

ASTM E 1368 (2005e1) Visual Inspection of Asbestos Abatement Projects

ASTM E 1494 (1992; R 2002) Encapsulants for Spray- or Trowel-Applied Friable Asbestos-Containing Building Materials

ASTM E 736 (2000; R 2006) Cohesion/Adhesion of Sprayed Fire-Resistive Materials Applied to Structural Members

ASTM E 84 (2010) Standard Test Method for Surface Burning Characteristics of Building Materials

SECTION 02 82 16.00 20 Page 1


ASTM E 96/E 96M (2005) Standard Test Methods for Water Vapor Transmission of Materials

STATE OF VIRGINIA ADMINISTRATIVE CODE (VAC)

16 VAC 25-20-30 Title 16, Agency 25, Chapter 20, Section 30: Notification and Permit Fee

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 560/5-85-024 (1985) Guidance for Controlling Asbestos-Containing Materials in Buildings (Purple Book)

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926.103 Respiratory Protection

29 CFR 1926.1101 Asbestos

29 CFR 1926.200 Accident Prevention Signs and Tags

29 CFR 1926.51 Sanitation

29 CFR 1926.59 Hazard Communication

40 CFR 61-SUBPART A General Provisions

40 CFR 61-SUBPART M National Emission Standard for Asbestos

40 CFR 763 Asbestos

U.S. NAVAL FACILITIES ENGINEERING COMMAND (NAVFAC)

ND OPNAVINST 5100.23 (2005; Rev G) Navy Occupational Safety and Health (NAVOSH) Program Manual

UNDERWRITERS LABORATORIES (UL)

UL 586 (2009) Standard for High-Efficiency Particulate, Air Filter Units

1.2 DEFINITIONS

1.2.1 ACM

Asbestos Containing Materials.

1.2.2 Amended Water

Water containing a wetting agent or surfactant with a maximum surface tension of 0.00042 psi when tested in accordance with ASTM D 1331 .

1.2.3 Area Sampling

Sampling of asbestos fiber concentrations which approximates the concentrations of asbestos in the theoretical breathing zone but is not actually collected in the breathing zone of an employee.

SECTION 02 82 16.00 20 Page 2


1.2.4 Asbestos

The term asbestos includes chrysotile, amosite, crocidolite, tremolite asbestos, anthophyllite asbestos, and actinolite asbestos and any of these minerals that has been chemically treated or altered. Materials are considered to contain asbestos if the asbestos content of the material is determined to be at least one percent.

1.2.5 Asbestos Control Area

That area where asbestos removal operations are performed which is isolated by physical boundaries which assist in the prevention of the uncontrolled release of asbestos dust, fibers, or debris.

1.2.6 Asbestos Fibers

Those fibers having an aspect ratio of at least 3:1 and longer than 5 micrometers as determined by National Institute for Occupational Safety and Health (NIOSH) Method 7400.

1.2.7 Asbestos Permissible Exposure Limit

0.1 fibers per cubic centimeter of air as an 8-hour time weighted average measured in the breathing zone as defined by 29 CFR 1926.1101 or other Federal legislation having legal jurisdiction for the protection of workers health.

1.2.8 Background

The ambient airborne asbestos concentration in an uncontaminated area as measured prior to any asbestos hazard abatement efforts. Background concentrations for other (contaminated) areas are measured in similar but asbestos free locations.

1.2.9 Contractor

The Contractor is that individual, or entity under contract to the Navy to perform the herein listed work.

1.2.10 Competent Person

A person meeting the requirements for competent person as specified in 29 CFR 1926.1101 including a person capable of identifying existing asbestos hazards in the workplace and selecting the appropriate control strategy for asbestos exposure, who has the authority to take prompt corrective measures to eliminate them, and is specifically trained in a training course which meet the criteria of EPA's Model Accreditation Plan (40 CFR 763 ) for project designer or supervisor, or its equivalent.

1.2.11 Encapsulation

The abatement of an asbestos hazard through the appropriate use of chemical encapsulants.

1.2.12 Encapsulants

Specific materials in various forms used to chemically or physically entrap asbestos fibers in various configurations to prevent these fibers from becoming airborne. There are four types of encapsulants as follows which

SECTION 02 82 16.00 20 Page 3


must comply with performance requirements as specified herein.

a. Removal Encapsulant (can be used as a wetting agent)

b. Bridging Encapsulant (used to provide a tough, durable surface coating to asbestos containing material)

c. Penetrating Encapsulant (used to penetrate the asbestos containing material encapsulating all asbestos fibers and preventing fiber release due to routine mechanical damage)

d. Lock-Down Encapsulant (used to seal off or "lock-down" minute asbestos fibers left on surfaces from which asbestos containing material has been removed).

1.2.13 Friable Asbestos Material

One percent asbestos containing material that can be crumbled, pulverized, or reduced to powder by hand pressure when dry.

1.2.14 Glovebag Technique

Those asbestos removal and control techniques put forth in 29 CFR 1926.1101 Appendix G.

1.2.15 HEPA Filter Equipment

High efficiency particulate air (HEPA) filtered vacuum and/or exhaust ventilation equipment with a filter system capable of collecting and retaining asbestos fibers. Filters shall retain 99.97 percent of particles 0.3 microns or larger as indicated in UL 586 .

1.2.16 Navy Consultant (NC)

That qualified person employed directly by the Government to monitor, sample, inspect the work or in some other way advise the Contracting Officer. The NC is normally a private consultant, but can be an employee of the Government.

1.2.17 Negative Pressure Enclosure (NPE)

That engineering control technique described as a negative pressure enclosure in 29 CFR 1926.1101 .

1.2.18 Nonfriable Asbestos Material

Material that contains asbestos in which the fibers have been immobilized by a bonding agent, coating, binder, or other material so that the asbestos is well bound and will not normally release asbestos fibers during any appropriate use, handling, storage or transportation. It is understood that asbestos fibers may be released under other conditions such as demolition, removal, or mishap.

1.2.19 Personal Sampling

Air sampling which is performed to determine asbestos fiber concentrations within the breathing zone of a specific employee, as performed in accordance with 29 CFR 1926.1101 .

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1.2.20 Private Qualified Person (PQP)

That qualified person hired by the Contractor to perform the herein listed tasks.

1.2.21 Qualified Person (QP)

A Registered Architect, Professional Engineer, Certified Industrial Hygienist, consultant or other qualified person who has successfully completed training and is therefore accredited under a legitimate State Model Accreditation Plan as described in 40 CFR 763 as a Building Inspector, Contractor/Supervisor Abatement Worker, and Asbestos Project Designer; and has successfully completed the National Institute of Occupational Safety and Health (NIOSH) 582 course "Sampling and Evaluating Airborne Asbestos Dust" or equivalent. The QP must be qualified to perform visual inspections as indicated in ASTM E 1368 . The QP shall be appropriately licensed in the State of Mississippi.

1.2.22 TEM

Refers to Transmission Electron Microscopy.

1.2.23 Time Weighted Average (TWA)

The TWA is an 8-hour time weighted average airborne concentration of asbestos fibers.

1.2.24 Wetting Agent

A chemical added to water to reduce the water's surface tension thereby increasing the water's ability to soak into the material to which it is applied. An equivalent wetting agent must have a surface tension of at most 0.00042 psi when tested in accordance with ASTM D 1331 .

1.3 REQUIREMENTS

1.3.1 Description of Work

The work covered by this section includes the handling and control of asbestos containing materials and describes some of the resultant procedures and equipment required to protect workers, the environment and occupants of the building or area, or both, from contact with airborne asbestos fibers. The work also includes the disposal of any asbestos containing materials generated by the work. More specific operational procedures shall be outlined in the Asbestos Hazard Abatement Plan called for elsewhere in this specification. The asbestos work includes the removal insulation around hot and chilled water lines and in the gypsum board mud and mastic on the first floor as indicated on Drawings and in the asbestos testing report.. Provide techniques as outlined in the Asbestos Hazard Abatement Plan. The Air Force will evacuate the work area during the asbestos abatement work. All asbestos removal work shall be supervised by a competent person as specified herein.

1.3.2 Medical Requirements

Provide medical requirements including but not limited to medical surveillance and medical record keeping as listed in 29 CFR 1926.1101 .

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1.3.3 Employee Training

Train all personnel involved in the asbestos control work in accordance with United States Environmental Protection Agency (USEPA) Asbestos Hazard Emergency Response Act (AHERA) training criteria or State training criteria whichever is more stringent. The Contractor shall document the training by providing: dates of training, training entity, course outline, names of instructors, and qualifications of instructors upon request by the Contracting Officer. Furnish each employee with respirator training and fit testing administered by the PQP as required by 29 CFR 1926.1101 . Fully cover engineering and other hazard control techniques and procedures.

1.3.4 Permits and Notifications

Obtain necessary permits in conjunction with asbestos removal, encapsulation, hauling, and disposition, and furnish notification of such actions required by Federal, State, regional, and local authorities prior to the start of work.

1.3.5 Environment, Safety and Health Compliance

In addition to detailed requirements of this specification, comply with those applicable laws, ordinances, criteria, rules, and regulations of Federal, State, regional, and local authorities regarding handling, storing, transporting, and disposing of asbestos waste materials. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting the work. Where the requirements of this specification, applicable laws, rules, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirement as defined by the Government shall apply.

1.3.7 Asbestos Hazard Control Supervisor

The Contractor shall be represented on site by a supervisor, trained using the model Contractor accreditation plan as indicated in the Federal statutes for all portions of the herein listed work.

1.3.8 Hazard Communication

Adhere to all parts of 29 CFR 1926.59 and provide the Contracting Officer with a copy of the Material Safety Data Sheets (MSDS) for all materials brought to the site.

1.3.9 Asbestos Hazard Abatement Plan

Submit a detailed plan of the safety precautions such as lockout, tagout, tryout, fall protection, and confined space entry procedures and equipment and work procedures to be used in the removal and demolition of materials containing asbestos. The plan, not to be combined with other hazard abatement plans, shall be prepared, signed, and sealed by the PQP. Provide a Table of Contents for each abatement submittal, which shall follow the sequence of requirements in the contract. Such plan shall include but not be limited to the precise personal protective equipment to be used including, but not limited to, respiratory protection, type of whole-body protection , the location of asbestos control areas including clean and dirty areas, buffer zones, showers, storage areas, change rooms, removal method, interface of trades involved in the construction, sequencing of asbestos related work, disposal plan, type of wetting agent and asbestos sealer to be used, locations of local exhaust equipment, planned air monitoring strategies, and a detailed description of the method to be

SECTION 02 82 16.00 20 Page 6


employed in order to control environmental pollution. The plan shall also include (both fire and medical emergency) response plans. The Asbestos Hazard Abatement Plan must be approved in writing prior to starting any asbestos work. The Contractor, Asbestos Hazard Control Supervisor, and PQP shall meet with the Contracting Officer prior to beginning work, to discuss in detail the Asbestos Hazard Abatement Plan, including work procedures and safety precautions. Once approved by the Contracting Officer, the plan will be enforced as if an addition to the specification. Any changes required in the specification as a result of the plan shall be identified specifically in the plan to allow for free discussion and approval by the Contracting Officer prior to starting work.

1.3.10 Testing Laboratory

Submit the name, address, and telephone number of each testing laboratory selected for the sampling, analysis, and reporting of airborne concentrations of asbestos fibers along with evidence that each laboratory selected holds the appropriate State license and/or permits.

1.3.11 Landfill Approval

Submit written evidence that the landfill is for asbestos disposal by the U.S. Environmental Protection Agency, Region 3, Air Enforcement Section (38W12), and local regulatory agencies. Within 3 working days after delivery, submit detailed delivery tickets, prepared, signed, and dated by an agent of the landfill, certifying the amount of asbestos materials delivered to the landfill. Submit a copy of the waste shipment records within 1 day of the shipment leaving the project site.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES:

SD-03 Product Data

Vacuums; G

Respirators; G

Amended water; G

Glovebags; G

Material Safety Data Sheets (MSDS) for all materials proposed for transport to the project site; G

Encapsulants; G

SD-06 Test Reports

Air sampling results; G

Asbestos disposal quantity report; G

Encapsulation test patches; G

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Clearance sampling; G

SD-07 Certificates

Asbestos hazard abatement plan; G

Testing laboratory; G

Private qualified person documentation; G

Contractor's license; G

Competent person documentation; GWaste shipment records and if applicable exemption report; G

Other equipment used to contain airborne asbestos fibers; G

Chemical encapsulants sealers; G

Notifications

Show compliance with AIHA Z9.2 by providing manufacturers' certifications.

SD-11 Closeout Submittals

Notifications; G

Respirator program records; G

Permits and licenses; G

1.5 QUALITY ASSURANCE

1.5.1 Private Qualified Person Documentation

Submit the name, address, and telephone number of the Private Qualified Person (PQP) selected to prepare the Asbestos Hazard Abatement Plan The PQP shall be appropriately licensed in the State of Mississippi. The PQP and the asbestos contractor shall not have an employee/employer relationship or financial relationship which could constitute a conflict of interest. The PQP shall be a first tier subcontractor.

1.5.2 Competent Person Documentation

Submit training certification and a current State of Mississippi Asbestos Contractor's and Supervisor's License.

1.5.7 Protective Clothing Decontamination Quality Control Records

Provide all records that document quality control for the decontamination of reusable outer protective clothing.

1.6 EQUIPMENT

1.6.1 Rental Equipment

Provide a copy of the written notification to the rental company concerning the intended use of the equipment and the possibility of asbestos

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contamination of the equipment.

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

3.1 EQUIPMENT

At all times, provide the Contracting Officer or the Contracting Officer's Representative, with at least two complete sets of personal protective equipment as required for entry to and inspection of the asbestos control area. Provide equivalent training to the Contracting Officer or a designated representative as provided to Contractor employees in the use of the required personal protective equipment. Provide manufacturer's certificate of compliance for all equipment used to contain airborne asbestos fibers.

3.1.1 Respirators

Select respirators from those approved by the National Institute for Occupational Safety and Health (NIOSH), Department of Health and Human Services.

3.1.1.1 Respirators for Handling Asbestos

Provide personnel engaged in pre-cleaning, cleanup, handling, removal and or demolition of asbestos materials with respiratory protection as indicated in 29 CFR 1926.1101 and 29 CFR 1926.103 .

3.1.2 Exterior Whole Body Protection

3.1.2.1 Outer Protective Clothing

Provide personnel exposed to asbestos with disposable "non-breathable," whole body outer protective clothing, head coverings, gloves, and foot coverings. Provide disposable plastic or rubber gloves to protect hands. Cloth gloves may be worn inside the plastic or rubber gloves for comfort, but shall not be used alone. Make sleeves secure at the wrists, make foot coverings secure at the ankles, and make clothing secure at the neck by the use of tape.

3.1.2.2 Work Clothing

Provide cloth work clothes for wear under the outer protective clothing and foot coverings and either dispose of or properly decontaminate them as recommended by the PQP after each use.

3.1.2.5 Eye Protection

Provide goggles to personnel engaged in asbestos abatement operations when the use of a full face respirator is not required.

3.1.3 Warning Signs and Labels

Provide warning signs at all approaches to asbestos control areas. Locate signs at such a distance that personnel may read the sign and take the necessary protective steps required before entering the area. Provide

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labels and affix to all asbestos materials, scrap, waste, debris, and other products contaminated with asbestos.

3.1.3.1 Warning Sign

Provide vertical format conforming to 29 CFR 1926.200 , and 29 CFR 1926.1101 minimum 20 by 14 inches displaying the following legend in the lower panel:

Legend Notation

Danger one inch Sans Serif Gothic or Block

Asbestos one inch Sans Serif Gothic or Block

Cancer and Lung Disease Hazard 1/4 inch Sans Serif Gothic or Block

Authorized Personnel Only 1/4 inch Gothic

Respirators and Protective 1/4 inch Gothic Clothing are Required in this Area

Spacing between lines shall be at least equal to the height of the upper of any two lines.

3.1.3.2 Warning Labels

Provide labels conforming to 29 CFR 1926.1101 of sufficient size to be clearly legible, displaying the following legend:

DANGER

CONTAINS ASBESTOS FIBERS

AVOID CREATING DUST

CANCER AND LUNG DISEASE HAZARD

BREATHING ASBESTOS DUST MAYCAUSE SERIOUS BODILY HARM

3.1.5 Tools

Vacuums shall be leak proof to the filter and equipped with HEPA filters. Filters on vacuums shall conform to AIHA Z9.2 and UL 586 . Do not use power tools to remove asbestos containing materials unless the tool is equipped with effective, integral HEPA filtered exhaust ventilation systems. Remove all residual asbestos from reusable tools prior to storage or reuse.

3.1.6 Rental Equipment

If rental equipment is to be used, furnish written notification to the rental agency concerning the intended use of the equipment and the possibility of asbestos contamination of the equipment.

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3.2 WORK PROCEDURE

Perform asbestos related work in accordance with 29 CFR 1926.1101 , 40 CFR 61-SUBPART M , and as specified herein. Use wet removal procedures and techniques. Personnel shall wear and utilize protective clothing and equipment as specified herein. Eating, smoking, drinking, chewing gum, tobacco, or applying cosmetics shall not be permitted in the asbestos work or control areas. Personnel of other trades not engaged in the removal and demolition of asbestos containing material shall not be exposed at any time to airborne concentrations of asbestos unless all the personnel protection and training provisions of this specification are complied with by the trade personnel. If an asbestos fiber release or spill occurs , stop work immediately, correct the condition to the satisfaction of the Contracting Officer including clearance sampling, prior to resumption of work.

3.2.1 Protection of Existing Work to Remain

Perform work without damage or contamination of adjacent work. Where such work is damaged or contaminated as verified by the Contracting Officer using visual inspection or sample analysis, it shall be restored to its original condition or decontaminated by the Contractor at no expense to the Government as deemed appropriate by the Contracting Officer. This includes inadvertent spill of dirt, dust, or debris in which it is reasonable to conclude that asbestos may exist. When these spills occur, stop work immediately. Then clean up the spill. When satisfactory visual inspection and air sampling results are obtained from the PQP work may proceed at the discretion of the Contracting Officer.

3.2.5 Removal Procedures

Wet asbestos material with a fine spray of amended water during removal, cutting, or other handling so as to reduce the emission of airborne fibers. Remove material and immediately place in 6 mil plastic disposal bags. Remove asbestos containing material in a gradual manner, with continuous application of the amended water or wetting agent in such a manner that no asbestos material is disturbed prior to being adequately wetted. Where unusual circumstances prohibit the use of 6 mil plastic bags, submit an alternate proposal for containment of asbestos fibers to the Contracting Officer for approval. For example, in the case where both piping and insulation are to be removed, the Contractor may elect to wet the insulation, wrap the pipes and insulation in plastic and remove the pipe by sections. Asbestos containing material shall be containerized while wet. At no time shall asbestos material be allowed to accumulate or become dry. Lower and otherwise handle asbestos containing material as indicated in 40 CFR 61-SUBPART M .

3.2.5.1 Sealing Contaminated Items Designated for Disposal

Remove contaminated architectural, mechanical, and electrical appurtenances such as venetian blinds, full-height partitions, carpeting, duct work, pipes and fittings, radiators, light fixtures, conduit, panels, and other contaminated items designated for removal by completely coating the items with an asbestos lock-down encapsulant at the demolition site before removing the items from the asbestos control area. These items need not be vacuumed. The asbestos lock-down encapsulant shall be tinted a contrasting color. It shall be spray-applied by airless method. Thoroughness of sealing operation shall be visually gauged by the extent of colored coating on exposed surfaces. Lock-down encapsulants shall comply with the

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performance requirements specified herein.

3.2.5.2 Exposed Pipe Insulation Edges

Contain edges of asbestos insulation to remain that are exposed by a removal operation. Wet and cut the rough ends true and square with sharp tools and then encapsulate the edges with a 1/4 inch thick layer of non-asbestos containing insulating cement troweled to a smooth hard finish. When cement is dry, lag the end with a layer of non-asbestos lagging cloth, overlapping the existing ends by at least 4 inches. When insulating cement and cloth is an impractical method of sealing a raw edge of asbestos, take appropriate steps to seal the raw edges as approved by the Contracting Officer.

3.2.8 Lock-Down

Prior to removal of plastic barriers and after pre-clearance clean up of gross contamination, the PQP shall conduct a visual inspection of all areas affected by the removal in accordance with ASTM E 1368 . Inspect for any visible fibers .

3.2.9 Site Inspection

While performing asbestos engineering control work, the Contractor shall be subject to on-site inspection by the Contracting Officer who may be assisted by or represented by safety or industrial hygiene personnel. If the work is found to be in violation of this specification, the Contracting Officer or his representative will issue a stop work order to be in effect immediately and until the violation is resolved. All related costs including standby time required to resolve the violation shall be at the Contractor's expense.

3.3 CLEAN-UP AND DISPOSAL

3.3.1 Housekeeping

Essential parts of asbestos dust control are housekeeping and clean-up procedures. Maintain surfaces of the asbestos control area free of accumulations of asbestos fibers. Give meticulous attention to restricting the spread of dust and debris; keep waste from being distributed over the general area. Use HEPA filtered vacuum cleaners. DO NOT BLOW DOWN THE SPACE WITH COMPRESSED AIR. When asbestos removal is complete, all asbestos waste is removed from the work-site, and final clean-up is completed, the Contracting Officer will attest that the area is safe before the signs can be removed. After final clean-up and acceptable airborne concentrations are attained but before the HEPA unit is turned off and the enclosure removed, remove all pre-filters on the building HVAC system and provide new pre-filters. Dispose of filters as asbestos contaminated materials. Reestablish HVAC mechanical, and electrical systems in proper working order. The Contracting Officer will visually inspect all surfaces within the enclosure for residual material or accumulated dust or debris. The Contractor shall re-clean all areas showing dust or residual materials. If re-cleaning is required, air sample and establish an acceptable asbestos airborne concentration after re-cleaning. The Contracting Officer must agree that the area is safe in writing before unrestricted entry will be permitted. The Government shall have the option to perform monitoring to determine if the areas are safe before entry is permitted.

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3.3.2 Title to Materials

All waste materials, except as specified otherwise, shall become the property of the Contractor and shall be disposed of as specified in applicable local, State, and Federal regulations and herein.

3.3.3 Disposal of Asbestos

3.3.3.1 Procedure for Disposal

Collect asbestos waste, asbestos contaminated water, scrap, debris, bags, containers, equipment, and asbestos contaminated clothing which may produce airborne concentrations of asbestos fibers and place in sealed fiber-proof, waterproof, non-returnable containers (e.g. double plastic bags 6 mils thick, cartons, drums or cans). Wastes within the containers must be adequately wet in accordance with 40 CFR 61-SUBPART M . Affix a warning and Department of Transportation (DOT) label to each container including the bags or use at least 6 mils thick bags with the approved warnings and DOT labeling preprinted on the bag. The name of the waste generator and the location at which the waste was generated shall be clearly indicated on the outside of each container. Prevent contamination of the transport vehicle (especially if the transport vehicle is a rented truck likely to be used in the future for non-asbestos purposes). These precautions include lining the vehicle cargo area with plastic sheeting (similar to work area enclosure) and thorough cleaning of the cargo area after transport and unloading of asbestos debris is complete. Dispose of waste asbestos material at an Environmental Protection Agency (EPA) or State-approved asbestos landfill off Government property. For temporary storage, store sealed impermeable bags in asbestos waste drums or skids. An area for interim storage of asbestos waste-containing drums or skids will be assigned by the Contracting Officer or his authorized representative. Procedure for hauling and disposal shall comply with 40 CFR 61-SUBPART M , State, regional, and local standards. Sealed plastic bags may be dumped from drums into the burial site unless the bags have been broken or damaged. Damaged bags shall remain in the drum and the entire contaminated drum shall be buried. Uncontaminated drums may be recycled. Workers unloading the sealed drums shall wear appropriate respirators and personal protective equipment when handling asbestos materials at the disposal site.

3.3.3.2 Asbestos Disposal Quantity Report

Direct the PQP to record and report, to the Contracting Officer, the amount of asbestos containing material removed and released for disposal. Deliver the report for the previous day at the beginning of each day shift with amounts of material removed during the previous day reported in linear feet or square feet as described initially in this specification and in cubic feet for the amount of asbestos containing material released for disposal.

-- End of Section --

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SECTION 10 26 13

WALL AND CORNER GUARDS08/10

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.

ALUMINUM ASSOCIATION (AA)

AA DAF-45 (2003; Reaffirmed 2009) Designation System for Aluminum Finishes

ASTM INTERNATIONAL (ASTM)

ASTM A 167 (1999; R 2009) Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip

ASTM B 221 (2008) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM D 256 (2010) Determining the Izod Pendulum Impact Resistance of Plastics

ASTM D 543 (2006) Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents

ASTM D 635 (2010) Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self-Supporting Plastics in a Horizontal Position

ASTM E 84 (2010b) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM G 21 (2009) Determining Resistance of Synthetic Polymeric Materials to Fungi

GREENGUARD ENVIRONMENTAL INSTITUTE (GEI)

GEI Greenguard Standards for Low Emitting Products

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM AMP 500 (2006) Metal Finishes Manual

SECTION 10 26 13 Page 1


NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 80 (2010; TIA 10-2) Standard for Fire Doors and Other Opening Protectives

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS Scientific Certification Systems (SCS)Indoor Advantage

SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)

SAE J1545 (2005) Instrumental Color Difference Measurement for Exterior Finishes, Textiles and Colored Trim

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver materials to the project site in manufacturer's original unopened containers with seals unbroken and labels and trademarks intact. Keep materials dry, protected from weather and damage, and stored under cover. Materials shall be stored at approximately 70 degrees F for at least 48 hours prior to installation.

1.5 WARRANTY

Provide manufacturer's standard performance guarantees or warranties that extend beyond a 1 year period.

PART 2 PRODUCTS

2.1 STANDARD PRODUCTS

To the maximum extent possible, corner guards,shall be the standard products of a single manufacturer and shall be furnished as detailed. DSpecifications state the general configuration of products required, and items differing in minor details from those shown will be acceptable.

2.1.1 Resilient Material

Provide resilient material consisting of high impact resistant extruded acrylic vinyl, polyvinyl chloride, or injection molded thermal plastic conforming to the following:

2.1.1.1 Minimum Impact Resistance

Minimum impact resistance shall be 18 ft-lbs/sq. inch when tested in accordance with ASTM D 256 , (Izod impact, ft-lbs per sq inch notched).

2.1.1.2 Fire Rating

Fire rating shall be Class 1 when tested in accordance with ASTM E 84 , having a maximum flame spread of 25 and a smoke developed rating of 450 or less. Material shall be rated self extinguishing when tested in accordance with ASTM D 635 . Material shall be labeled and tested by an approved nationally known testing laboratory. Resilient material used for protection on fire rated doors and frames shall be listed by the testing laboratory performing the tests. Resilient material installed on fire rated wood/steel door and frame assemblies shall have been tested on



similar type assemblies. Test results of material tested on any other combination of door/frame assembly will not be acceptable.

2.1.1.3 Integral Color

Colored components shall have integral color and shall be matched in accordance with SAE J1545 to within plus or minus 1.0 on the CIE-LCH scales.

2.1.1.4 Chemical and Stain Resistance

Materials shall be resistant to chemicals and stains reagents in accordance with ASTM D 543 .

2.1.1.5 Fungal and Bacterial Resistance

Materials shall be resistant to fungi and bacteria in accordance with ASTM G 21 , as applicable.

2.2 CORNER GUARDS

2.2.1 Resilient Corner Guards

Corner guard units shall be surface mounted type, radius formed to profile shown. Corner guards shall be floor to ceiling on all outside corners in the Locker/Waitng room (101)and the main corridors on both floors (107,117,120,203, 213, 220). Mounting hardware, cushions, and base plates shall be furnished. Assembly shall consist of a snap-on corner guard formed from high impact resistant resilient material, mounted on a continuous aluminum retainer. Extruded aluminum retainer shall conform to ASTM B 221 , alloy 6063, temper T5 or T6. Flush mounted type guards shall act as a stop for adjacent wall finish material. Factory fabricated end closure caps shall be furnished for top and bottom of surface mounted corner guards. Flush mounted corner guards installed in fire rated wall shall maintain the rating of the wall. Insulating materials that are an integral part of the corner guard system shall be provided by the manufacturer of the corner guard system. Exposed metal portions of fire rated assemblies shall have a paintable surface.

2.6 TRIM, FASTENERS AND ANCHORS

Provide vinyl trim, fasteners and anchors for each specific installation as shown.

2.7 FINISH

2.7.3 Resilient Material Finish

Finish for resilient material shall be embossed texture with colors in accordance with SAE J1545 .

2.8 ADHESIVES

Adhesive for resilient material shall be in accordance with manufacturers recommendations.



2.9 COLOR

Color shall be as indicated on the drawings.

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Corner Guards and Wall Guards (Bumper Guards)

Material shall be mounted at location indicated in accordance with manufacturer's recommendations.

-- End of Section --


A C D E F G

1

2

3

4

5

6

7

8

1A300

2A300

B

9'-0"9'-0"

9'-0" 9'-0" 9'-0"

9'-0"

9'-0"

9'-0"9'-0"

9'-0"

9'-0"

9'-0"9'-0"

8'-0" 8'-0"

8'-0"

9'-0"

± 8'-0" ± 8'-0"

± 8'-0"

7'-10"

CLASSROOM108

CLASSROOM109

INSTRUCTOR110

CLASSROOM114

CLASSROOM113

CLASSROOM116

CLASSROOM115

CLASSROOM121

2A120

TYP 2A120

3A120

4A120

1A400

OPP

7'-1

1/2"

9'-0"

9'-0"

3A120

9'-0"

9'-0"

7'-10"

7'-10"

± 8'-0"

9'-0"

9'-0"

7'-10"

9'-0"

2'-0"7'-10"

2'-6"

CONCRETE UNDERNEATHSTAIRS TO REMAIN, CLEANAND CAULK CRACKS; TYP.

STUCCO TO REMAIN, BECLEAN, REMOVE LOOSE ANDPREP FOR PATCH AND NEWSKIM COAT; TYP.

3A300

3A120

SIM

9'-0"

AUDITORIUM122

ADMINISTRATION/SSOOFFICE

106

LOCKERS/WAITING101

CONDEN. PUMPROOME111 CORRIDOR

107

CORRIDOR117

CONFERENCE118

INSTRUCTORSUPERVISOR

126

MECHANICALEQUIPMENT

E132

MECHANICALEQUIPMENT

E133

ELEC129

WOMENE128

MENE130

STAIRS124

COMM123

STORAGE127

CORRIDOR120

STAIRS112

INSTRUCTORSUPERVISOR

125

CORRIDOR107

7'-10"

± 2'-0"

3 5/8" MTL STUDS

5/8" GYP BD

NOTE: ALIGN EDGE OFFURRDOWN WITHADJACENT PARTITIONS

CEILING ASSCHED 8"

2"AS SCHED

SEE PLAN

VARIES

3 5/8" MTL STUDS@ 16" O.C.

5/8" GYP BD

ALIGN GYP BDWITH ADJACENTPARTITIONS

AS SCHED

PROVIDE SUPPORT @MIDPOINTS WHEREDEPTH IS EQUAL TO ORGREATER THAN 4'-0"

TIGH

T TO

DEC

K

TIGH

TO

DECK

GENERAL NOTES - REFLECTED CEILING PLANS1. CONTRACTOR SHALL CAREFULLY REVIEW AND COMPARE THE REFLECTED CEILING PLANS WITH THE FIRE PROTECTION PLANS, ELECTRICAL LIGHTING

PLANS AND MECHANICAL SUPPLY, RETURN AIR, AND EXHAUST PLANS; ANY INCONSISTENCIES DISCOVERED SHALL BE PROMPTLY REPORTED TO THEARCHITECT IN WRITING, PRIOR TO CONSTRUCTION, FOR RESOLUTION.

2. CONTRACTOR SHALL PROVIDE AND VERIFY THAT ACCESS PANELS OF THE APPROPRIATE SIZE AND TYPE ARE INSTALLED IN GYPSUM BOARD CEILINGSAND SOFFITS WHERE ACCESS SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING, OR ELECTRICAL DEVICES MAY BE REQUIRED.

3. REFER TO ELECTRICAL AND COMMUNICATION DRAWINGS FOR LOCATION AND NUMBER OF LIGHT FIXTURES, EXIT LIGHTS/SIGNS, CAMERAS, CEILINGMOUNTED SMOKE DETECTORS, SPEAKERS, FIRE ALARM STROBES, ETC. SHOWN OR NOT SHOWN ON THE REFLECTED CEILING PLANS; CONFIRMLAYOUT WITH THE ARCHITECT BEFORE ROUGHING-IN ANY DEVICES NOT SPECIFICALLY SHOWN.

4. REFER TO MECHANICAL DRAWINGS FOR LOCATION AND NUMBER OF ALL CEILING MOUNTED DIFFUSERS, GRILLES, ETC. NOT SHOWN OR NOT SHOWNON THE REFLECTED CEILING PLANS.

5. REFER TO FIRE PROTECTION FOR FIRE SUPPRESSION SYSTEM REQUIREMENTS.6. OBJECTS (SPRINKLER HEADS, SMOKE DETECTORS, FIRE ALARM STROBES, ETC.) OCCURRING IN GYPSUM BOARD CEILING BETWEEN LIGHT FIXTURES

ARE TO BE SPACED EQUALLY WITHIN THE SPACE BETWEEN THE LIGHT FIXTURES, AND IN-LINE WITH THE CENTERLINE OF THE LIGHT FIXTURES,UNLESS SPECIFICALLY NOTED OTHERWISE OR APPROVED BY THE ARCHITECT.

7. OBJECTS (SPRINKLER HEADS, LIGHTS, SMOKE DETECTORS, FIRE ALARM STROBES, SPEAKERS, ETC.) OCCURRING IN LAY-IN TILE CEILINGS ARE TO BECENTERED IN THE CEILING TILE, UNLESS SPECIFICALLY NOTED OTHERWISE OR APPROVED BY THE ARCHITECT.

8. WHERE LAY-IN CEILING UNITS LESS THAN 6 INCHES WIDE OCCUR AT EDGES OF THE ROOM WITH 24x24 INCH PATTERN - PROVIDE 24x48 INCH PANELSCUT TO EXTEND TO WALL, ELIMINATING THE TEE NEAR THE WALL.

9. SEE MECHANICAL AND ELECTRICAL LEGENDS FOR OTHER SYMBOLS SHOWN ON RCP BUT NOT SHOWN ON ARCHITECTURAL RCP LEGEND.10. CONTRACTOR TO CLOSELY COORDINATE ALL DEVICES & EQUIPMENTS ABOVE CEILINGS WITH EXISTING CONDITIONS TO ENSURE PROPOSED CEILING

HEIGHTS ARE MAINTAINED.11. SEAL ALL OPENINGS AND PENETRATION IN EXTERIOR WALLS AND SCIF PARTITIONS.

NEW 2X2 LAY-IN TILEAND GRID

LEGEND - RCP

GYP BOARD

CEILING TYPES

RECESS CAN LIGHT

2X4 RECESSEDDIRECT/INDIRECT

SUPPLY DIFFUSER LINEAR FIXTURE

RETURN DIFFUSER

EXISTING FINISHES TOREMAIN - CLEAN ALLSURFACES

1X LIGHT

NEW SPRINKLER HEAD

EXIT SIGNAGE

EMERGENCY LIGHT

EXISTING CONCRETE TOREMAIN - CLEAN ANDCAULKED

EXPOSED STRUCTURE -PAINT

3 5/8" MTL STUDS@ 16" O.C.

5/8" GYP BD

ALIGN GYP BDWITH ADJACENT

PARTITIONS

AS SCHED

PROVIDE SUPPORT @MIDPOINTS WHERE

DEPTH IS EQUAL TO ORGREATER THAN 4'-0"

8" M

IN

8" M

IN

2'-6"

4"

CHECKED:DRAWN:

NUMBER:DATE:

DAT

E / D

ESC

RIP

TIO

N:

REV

:

1091

TO

MM

Y M

UNRO

DRI

VE, B

ILO

XI, M

S 39

532

228.

594.

2323

P...

..228

.594

.222

3 F

A R C H I T E C T S

eleyguildhardy.com

A R

C H

I T

E C

T S

01 2

5 20

171

AGR, FASKLK

2016-10-3115-025

MAH

G 1

5110

9 RE

NOVA

TE M

CCLE

LLAN

D HA

LL

RCP

- 1ST

FLO

OR

A120 15-0

25M

AHG

151

109

REN

OVA

TE M

CC

LELL

AND

HAL

L

1/8" = 1'-0"A200A120

1 1ST FLOOR RCP - NEWSCALE: 1/8"=1'-0"

0' 16'8'8'

1 1/2" = 1'-0"A120A120

2 TYP FURRDOWN CORRIDOR DETAIL

1 1/2" = 1'-0"A120A120

3 TYP FURRDOWN

PLAN

TRUE

1 1/2" = 1'-0"A120A120

4 FURRDOWN DETAILSCALE: 1 1/2"=1'-0"

1'8"12" 4" 0'

1

A C D E F G

1

2

3

4

5

6

7

8

1A300

2A300

B

9'-0" 9'-0"

9'-0"9'-0"

9'-0"9'-0"

8'-0"

8'-0"8'-0" 8'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"9'-0"

9'-0"9'-0"

9'-0"

9'-0"

± 8'-0"

± 8'-0"

7'-10"

CLASSROOM211

CLASSROOM215

CLASSROOM228

CLASSROOM212

CLASSROOM210

CLASSROOM226

CLASSROOM216

INSTRUCTOR206

CLASSROOM205

CLASSROOM209

CLASSROOM202

CLASSROOM204

CLASSROOM214

2A120

TYP

2'-6"

2'-0" 1'-11 3/8"7'-10"

9'-0"

2A120

2A120

9'-0"

9'-0"

7'-10"

7'-10"

9'-4 1/2"

± 8'-0"± 8'-0"

9'-0"

4A120

CONCRETE TO REMAIN,CLEAN AND CAULK CRACKS- CONTRACTOR TO PRICE50 LF OF CAULKING

STUCCO TO REMAIN, BECLEAN, REMOVE LOOSE ANDPREP FOR PATCH AND NEWSKIM COAT.

7'-10"

STAIRS208

STORAGE207

MECHANICALEQUIPMENT

E227

MENE225

WOMENE224

ELEC223

STAIRS221

COMM219

COMM218

CORRIDOR220

CORRIDOR213

CORRIDOR203

GENERAL NOTES - REFLECTED CEILING PLANS1. CONTRACTOR SHALL CAREFULLY REVIEW AND COMPARE THE REFLECTED CEILING PLANS WITH THE FIRE PROTECTION PLANS, ELECTRICAL LIGHTING

PLANS AND MECHANICAL SUPPLY, RETURN AIR, AND EXHAUST PLANS; ANY INCONSISTENCIES DISCOVERED SHALL BE PROMPTLY REPORTED TO THEARCHITECT IN WRITING, PRIOR TO CONSTRUCTION, FOR RESOLUTION.

2. CONTRACTOR SHALL PROVIDE AND VERIFY THAT ACCESS PANELS OF THE APPROPRIATE SIZE AND TYPE ARE INSTALLED IN GYPSUM BOARD CEILINGSAND SOFFITS WHERE ACCESS SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING, OR ELECTRICAL DEVICES MAY BE REQUIRED.

3. REFER TO ELECTRICAL AND COMMUNICATION DRAWINGS FOR LOCATION AND NUMBER OF LIGHT FIXTURES, EXIT LIGHTS/SIGNS, CAMERAS, CEILINGMOUNTED SMOKE DETECTORS, SPEAKERS, FIRE ALARM STROBES, ETC. SHOWN OR NOT SHOWN ON THE REFLECTED CEILING PLANS; CONFIRMLAYOUT WITH THE ARCHITECT BEFORE ROUGHING-IN ANY DEVICES NOT SPECIFICALLY SHOWN.

4. REFER TO MECHANICAL DRAWINGS FOR LOCATION AND NUMBER OF ALL CEILING MOUNTED DIFFUSERS, GRILLES, ETC. NOT SHOWN OR NOT SHOWNON THE REFLECTED CEILING PLANS.

5. REFER TO FIRE PROTECTION FOR FIRE SUPPRESSION SYSTEM REQUIREMENTS.6. OBJECTS (SPRINKLER HEADS, SMOKE DETECTORS, FIRE ALARM STROBES, ETC.) OCCURRING IN GYPSUM BOARD CEILING BETWEEN LIGHT FIXTURES

ARE TO BE SPACED EQUALLY WITHIN THE SPACE BETWEEN THE LIGHT FIXTURES, AND IN-LINE WITH THE CENTERLINE OF THE LIGHT FIXTURES,UNLESS SPECIFICALLY NOTED OTHERWISE OR APPROVED BY THE ARCHITECT.

7. OBJECTS (SPRINKLER HEADS, LIGHTS, SMOKE DETECTORS, FIRE ALARM STROBES, SPEAKERS, ETC.) OCCURRING IN LAY-IN TILE CEILINGS ARE TO BECENTERED IN THE CEILING TILE, UNLESS SPECIFICALLY NOTED OTHERWISE OR APPROVED BY THE ARCHITECT.

8. WHERE LAY-IN CEILING UNITS LESS THAN 6 INCHES WIDE OCCUR AT EDGES OF THE ROOM WITH 24x24 INCH PATTERN - PROVIDE 24x48 INCH PANELSCUT TO EXTEND TO WALL, ELIMINATING THE TEE NEAR THE WALL.

9. SEE MECHANICAL AND ELECTRICAL LEGENDS FOR OTHER SYMBOLS SHOWN ON RCP BUT NOT SHOWN ON ARCHITECTURAL RCP LEGEND.10. CONTRACTOR TO CLOSELY COORDINATE ALL DEVICES & EQUIPMENTS ABOVE CEILINGS WITH EXISTING CONDITIONS TO ENSURE PROPOSED CEILING

HEIGHTS ARE MAINTAINED.11. SEAL ALL OPENINGS AND PENETRATION IN EXTERIOR WALLS AND SCIF PARTITIONS.

NEW 2X2 LAY-IN TILEAND GRID

LEGEND - RCP

GYP BOARD

CEILING TYPES

RECESS CAN LIGHT

2X4 RECESSEDDIRECT/INDIRECT

SUPPLY DIFFUSER LINEAR FIXTURE

RETURN DIFFUSER


1X LIGHT

NEW SPRINKLER HEAD

EXIT SIGNAGE

EMERGENCY LIGHT

EXISTING CONCRETE TOREMAIN - CLEAN ANDCAULKED

EXPOSED STRUCTURE -PAINT

CHECKED:DRAWN:

NUMBER:DATE:

DAT

E / D

ESC

RIP

TIO

N:

REV

:

1091

TO

MM

Y M

UNRO

DRI

VE, B

ILO

XI, M

S 39

532

228.

594.

2323

P...

..228

.594

.222

3 F

A R C H I T E C T S

eleyguildhardy.com

A R

C H

I T

E C

T S

01 2

5 20

171

AGR, FASKLK

2016-10-3115-025

MAH

G 1

5110

9 RE

NOVA

TE M

CCLE

LLAN

D HA

LL

RCP

- 2ND

FLO

OR

A121 15-0

25M

AHG

151

109

REN

OVA

TE M

CC

LELL

AND

HAL

L

1/8" = 1'-0"A200A121

1 2ND FLOOR RCP - NEWSCALE: 1/8"=1'-0"

0' 16'8'8'

PLAN

TRUE

1

SEE SCHED

SEE

SCHE

D

1

TO M

EET

ABA

3'-6"

3'-0"

SEE SCHED

2

SEE

SCHE

D

6" 8" 1'-10"

SEE SCHED

SEE

SCHE

D

3

4"4"

4" 4" SEE SCHED

SEE

SCHE

D

A

2" 2"

2"

SEE SCHED

SEE

SCHE

D

B

2" 2"

4"

1. SCIF COMPLIANT ENTRY DOOR. PROVIDE PEDESTRIAN DEAD BOLT PER FF-L-2890,COMBINATION LOCK PER FF-L-2740-A, ACCESS CONTROL (SEE TELECOM), HIGH SECURITYKEYWAY.--

2. NON-HOLD DOOR-CLOSER INSTALL ON SCIF SIDE.3. PANIC DEVICE WITH AUDIBLE ANNUNCIATION, NO EXTERIOR HARDWARE.4. TAMPER PROOF HINGES.5. FACE STEEL EQUAL TO 18 GA, HINGES REINFORCED TO 7 GA, CLOSURE REINFORCED TO 12

GA AND LOCK AREA TO BE PREDRILLED AND REINFORCED TO 10 GA.6. PANIC DEVICE.7. SCIF COMPLIANT DOUBLE DOOR. ONE OF THE DOORS SECURED AT THE TOP AND BOTTOM

WITH DEADBOLTS. AN ASTRAGAL STRIP ATTACHED TO ONE DOOR. EACH DOOR SHALL HAVEAN INDEPENDENT HIGH-SECURITY SWITCH.

8. EXISTING FRAME TO REMAIN, BE CLEANED AND PAINTED. INSTALL NEW DOOR LEAF.9. EXISTING DOOR AND FRAME TO REMAIN, BE CLEANED AND PAINTED.10. EXISTING TO REMAIN, CLEAN DOOR, FRAME AND TRIM.11. PUSHBUTTON CIPHER LOCK.12. CIPHER CDX-10 LOCK.13. CLOSER.14. PUSH/PULL.15. NEW THRESHOLD @ EXIST OPENING.

REMARKS

ABBREVIATIONS

HM HOLLOW METALAL ALUMINUMWD WOODGHM GALVANIZED HOLLOW METALEXIST EXISTING

GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY EXISTING DOORS AND FRAMES TO BE REUSED.2. ALL NEW HARDWARE IS TO BE ABA COMPLIANT.3. NEW WOOD DOORS TO BE PREMIUM GRADE, EXTRA HEAVY DUTY, 5-PLY STANDARD COMPOSITE.4. USE SCHEULDED REMARKS IN COORDINATION WITH DOOR HARDWARE SCHEDULE IN

SPECIFICATIONS. PROVIDE MOST STRINGENT REQUIRMENTS EVEN IF NOT LISTED IN BOTHLOCATIONS.

LEGEND - OPENING SCHEDULE

1

CHECKED:DRAWN:

NUMBER:DATE:

DAT

E / D

ESC

RIP

TIO

N:

REV

:

1091

TO

MM

Y M

UNRO

DRI

VE, B

ILO

XI, M

S 39

532

228.

594.

2323

P...

..228

.594

.222

3 F

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A R

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I T

E C

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MAH

G 1

5110

9 RE

NOVA

TE M

CCLE

LLAN

D HA

LL

OPE

NING

SCH

EDUL

E

A601 15-0

25M

AHG

151

109

REN

OVA

TE M

CC

LELL

AND

HAL

L

1/4" = 1'-0"A601

5 DOOR TYPES

OPENING SCHEDULE

OPENING

SINGLE/ PAIR

DOOR FRAME

STC REMARKS OPENINGW H THK MTL TYPE GLAZING TYPE MTL GLAZINGDETAILS

HEAD JAMB SILL101A S 3'-0" 7'-0" 1 3/4" GHM 1 A GHM ----- 8/A602 9/A602 10/A602 101A101B P 6'-0" 7'-0" 1 3/4" HM 1 ----- A GHM ----- 5/A602 5/A602 ----- 45 101B102A P 6'-0" 7'-0" 1 3/4" HM 1 ----- A GHM ----- 4/A602 4/A602 ----- 45 102A106A S 3'-0" 7'-0" 1 3/4" WD 2 ----- A HM ----- 4/A602 4/A602 ----- 106A107B S 3'-0" 7'-0" 1 3/4" GHM 1 ----- A HM ----- 1/A602 2/A602 3/A602 2, 3, 4, 5 107B108A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 108A109A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 109A110A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 110A111A 3'-0" 7'-0" 1 3/4" GHM 3 ----- A EXIST ----- 11/A602 12/A602 ----- 8 111A112A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A EXIST ----- 6/A602 7/A602 SIM ----- 6, 8 112A113A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 113A114A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 114A115A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 115A116A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 116A118A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 118A120A S 3'-0" 7'-0" 1 3/4" GHM 1 ----- A GHM ----- 1/A602 2/A602 3/A602 45 2, 3, 4, 5 120A120B S 3'-0" 7'-0" 1 3/4" GHM 1 ----- A GHM ----- 1/A602 2/A602 3/A602 45 2, 3, 4, 5 120B121A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 121A122.1A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 122.1A122.2A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 122.2A122A P 6'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 35 6 122A122B P 6'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 35 6 122B123A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 11 123A124A S 3'-0" 7'-0" 1 3/4" WD 2 ----- A HM ----- 4/A602 4/A602 ----- 6 124A125A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 125A126A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 126A127A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 11 127A128A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A EXIST ----- 6/A602 7/A602 ----- 8, 13, 14 128A128B S 2'-6" 7'-0" 1 3/4" WD 1 ----- A EXIST ----- 6/A602 SIM 7/A602 SIM ----- 8, 13, 14 128B129A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 129A130A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A EXIST ----- 6/A602 SIM 7/A602 SIM ----- 8, 13, 14 130A132A P 6'-0" 7'-0" 1 3/4" GHM 1 ----- A EXIST ----- 11/A602 12/A602 ----- 8, 15 132A133A S 3'-0" 7'-0" 1 3/4" GHM 1 ----- A EXIST ----- 11/A602 12/A602 ----- 8, 15 133A133B P 5'-0" 7'-0" 1 3/4" GHM 1 ----- A EXIST ----- 11/A602 12/A602 ----- 8, 15 133B202A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 202A203A S 3'-0" 7'-0" 1 3/4" GHM 1 ----- A GHM ----- 1/A602 2/A602 3/A602 45 2, 3, 4, 5 203A203B S 3'-0" 7'-0" 1 3/4" GHM 1 ----- A GHM ----- 1/A602 2/A602 3/A602 45 2, 3, 4, 5 203B204A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 204A205A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 205A206A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 206A207A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 207A208A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A EXIST ----- 6/A602 SIM 7/A602 SIM ----- 6, 8 208A209A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 209A210A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 210A211A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 211A212A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 212A214A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 214A215A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 215A216A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 216A217A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 11 217A218A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 11 218A219A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 11 219A220A S 3'-0" 7'-0" 1 3/4" GHM ----- A GHM ----- 1/A602 2/A602 3/A602 45 2, 3, 4, 5 220A220B S 3'-0" 7'-0" 1 3/4" GHM 1 ----- A GHM ----- 1/A602 2/A602 3/A602 45 2, 3, 4, 5 220B221A S 3'-0" 7'-0" 1 3/4" WD 2 ----- A HM ----- 4/A602 4/A602 ----- 6 221A222A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 222A223A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 223A224A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A EXIST ----- 6/A602 SIM 7/A602 SIM ----- 8, 13, 14 224A225A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A EXIST ----- 6/A602 SIM 7/A602 SIM ----- 8, 13, 14 225A226A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 226A227A P 6'-0" 7'-0" 1 3/4" GHM 1 ----- A EXIST ----- 11/A602 12/A602 ----- 8, 15 227A228A S 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- 4/A602 4/A602 ----- 228A

1/4" = 1'-0"A601

6 FRAME TYPES

OPENING SCHEDULE - EXISTING

OPENING

SINGLE/ PAIR

DOOR FRAME

STC REMARKS OPENINGW H THK MTL TYPE GLAZING TYPE MTL GLAZINGDETAILS

HEAD JAMB SILLE130B ----- 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- ----- ----- ----- 10 E130BE225B ----- 3'-0" 7'-0" 1 3/4" WD 1 ----- A HM ----- ----- ----- ----- 10 E225B

A C D E F G

1

2

3

4

5

6

7

8

B

11

1

1

1

11

7

115CLASSROOM

116CLASSROOM

132

MECHANICALEQUIPMENT

133

MECHANICALEQUIPMENT

114CLASSROOM

124CONFERENCE

126OFFICE

125OFFICE

113CLASSROOM

109CLASSROOM

110CLASSROOM

111

CONDEN. PUMPROOM

112CORRIDOR

119AUDITORIUM108

CLASSROOM

106ADMINISTRATION

105STORAGE

103OFFICE

102OFFICE

104CORRIDOR

123CLASSROOM

121CLASSROOM

130MEN

131COMM

107CORRIDOR

120CORRIDOR

128WOMEN

134VESTIBULE

117VESTIBULE

101VESTIBULE

118VESTIBULE

112STAIRS

122AUDITORIUM

122.1A/V

119.1STORAGE

1

2

2 2

2 2

2 2

2

EXISTING PUMPSTO REMAIN

1

1

1

1

EXISTING DUCTABOVE TO REMAIN -SEE MECH

1

1

1

1

1

1

1

1

1

1 1

1 1

1 1 1

1

11

1

1

1

1

11

11

1 1

1 1

1

1

1 1

1

1

2

2

2

2

2

2

2

2 2

2

± 9'-1 1/2"

1D140

D2001

D200

3

D200

4

D200 2

EFEC EFEC

EFEC

EFEC

EFEC

EFEC EPEP

EPEP

EPEP

EP

EP

EP

EP

EP

EPEP

EP

EP

EP

EP

EPEPEPEP

EP

NOTE: ROOM NAMES / TAGSARE FOR REFERENCE ONLY FORDEMOLITION PLANS / RCPS

7

2

2

2 2

2

2

2

2

6

6

6

4

4 4

4

4 4

4

4

4

1

111

1

1

1

1

1

1

5

1

1

1

1010

10

1

1

10

1

1

6

D1403

1

1

1

1

1

2

10

2D120

2'-2"

10

10

TYP

UPUP

30'-2" 9'-0" 30'-2" 30'-2" 9'-0" 30'-2"

28'-9

3/8

"28

'-2 5

/8"

9'-5"

28'-3

3/1

6"28

'-8 1

3/16

"

8 UP

10

EP

EP

5" RD TOREMAIN

UPUP

5" RD TOREMAIN

5" RD TOREMAIN

5" RD TOREMAIN

5" RD TOREMAIN

5" RD TOREMAIN

1

1

1

12

12

12

12

D1403

D1403

D1403

TYP

TYP

MIRMIR

2

13

1414

14

14

± 8'-7"

± 4'-

0"

± 2'-1"

DEMO SLAB FORFLOOR BOX - SEEELECT/COMM

KEY NOTES - DEMOLITIONREMOVE EXISTING STUD/ FURRING AND GYPSUM BD WALLS (AND ANY ASSOCIATED WALLMOUNTED ITEMS), DOORS, AND FRAMES AS INDICATED IN THEIR ENTIRETY. CMU TOREMAIN.

REMOVE EXISTING FLOORING IN ITS ENTIRETY. PREP ADJACENT SURFACES TO RECEIVENEW WALL AS SCHED.

SAWCUT AND REMOVE EXISTING CONC SLAB / DECK AND ASSOC. JOISTS AS INDICATED BYSTRUCT - SEE STRUCT

REMOVE EXISTING DECORATIVE BLOCK & STEEL STRUCTURE IN ITS ENTIRETY, TYP. -EXISTING CONC STRUCTURE TO REMAIN. PATCH EXPOSED CONCRETE AND REBAR.

REMOVE EXISTING EDF IN ITS ENTIRETY - PREP ADJACENT SURFACES TO RECEIVE NEWEDF AS SCHED. CUT AND PATCH GYPSUM BD AS REQUIRED - SEE PLUMB

REMOVE EXISTING EXTERIOR DOORS, AND FRAMES AS INDICATED IN THEIR ENTIRETY.

REMOVE EXISTING RAISED FLOORING AND ACCESSORIES IN THEIR ENTIRETY. PREPADJACENT SURFACES TO RECEIVE NEW WALL AS SCHED.

REMOVE EXISTING RAILINGS AND PREP FOR NEW.

NOT USED.

REMOVE EXISTING DOOR LEAF, FRAME TO REMAIN. CLEAN AND PREP FRAME TO RECEIVENEW DOOR AS SCHED AND FINISH.

EXISTING DOOR TO REMAIN. CLEAN AND PREP FOR PAINT.

REMOVE EXISTING GYP BOARD ( AND ANY ASSOCIATED WALL MOUNTED ITEMS).ADJACENT STUD OR CMU BEHIND TO REMAIN.

REMOVE EXISTING FLOOR MOUNTED SEATING. STORE AND PREP FOR REINSTALLATION.

REMOVE CONCRETE SLAB ON GRADE FOR NEW FOUNDATION. PREP VAPOR BARRIER FORCONNECTION TO NEW - SEE STRUCT.

REMOVE PORTION OF CONCRETE FLOOR DOWN TO DECK/ STRUCTURE FOR NEW BLASTFRAME CONNECTION - SEE STRUCT.

REMOVE PORTION OF CMU PARTITION@ FLOOR REMOVAL LOCATION FROM FLOOR SLABTO BEAM ABOVE. SEE 1/D140.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

GENERAL NOTES - DEMOLITION1. INFORMATION GIVEN WAS TAKEN FROM ORIGINAL DRAWINGS AND ON SITE

MEASUREMENTS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.2. UPON DISCOVERY OF ANY DISCREPENCIES BETWEEN THE DRAWING & DEPICTING

EXISTING CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TOTHE COMPLETION OF THE WORK AS INDICATED IN THESE DOCUMENTS, THE CONTRACTORSHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER, IN WRITING, OF THE CONDITIONIN QUESTION BEFORE PROCEEDING WITH WORK IN THAT AREA.

3. ALL MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSEDOF OFF-SITE IN A LEGAL LANDFILL. CONTRACTOR IS NOT ALLOWED TO STOCKPILEDEMOLITION MATERIALS ON SITE; ALL MATERIALS TO BE REMOVED IN A TIMELY FASHION.

4. ALL PLUMBING FIXTURES ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. SEEPLUMBING.

5. ALL CEILINGS SHALL BE REMOVED AND REPLACED. SEE MECHANICAL, ELECTRICAL, ANDFIRE PROTECTION FOR ADDITIONAL CEILING DEMO.

6. ALL REMAINING/EXISTING AREAS SHALL BE CLEANED.7. SEE MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND TELECOM FOR

ADDITIONAL DEMOLITION SCOPE.8. ALL SEATING IN THE AUDITORIUM SHALL BE REMOVED AND STORED PRIOR TO ANY

DEMOLITION WORK. PREP FOR REINSTALLATION.9. ROOF DRAINS TO REMAIN, REMOVE INSULATION; PREP FOR NEW.10. ASBESTOS HAS BEEN FOUND IN MASTIC AND GYPSUM BD MUD. ABATE ALL HAZARDOUS

MATERIALS. SEE G001 FOR ADDITIONAL REQUIREMENTS.

EXISTING PARTITIONS TOREMAIN - CLEAN ALLFINISHES INCLUDING N.I.C.AREAS

LEGEND - DEMOLITION

DEMOLITIONEXTENTS

CONC SLAB DEMOLITIONEXTENTS - SEE STRUCTFOR EXTENTS


EPELECTRICAL/ TELECOMEQUIPMENT - SEE ELEC/COMM FOR DEMO & NEWWORK

EFECEXISTING FIREEXTINGUISHER CABINETTO BE REMOVED

CHECKED:DRAWN:

NUMBER:DATE:

DAT

E / D

ESC

RIP

TIO

N:

REV

:

1091

TO

MM

Y M

UNRO

DRI

VE, B

ILO

XI, M

S 39

532

228.

594.

2323

P...

..228

.594

.222

3 F

A R C H I T E C T S

eleyguildhardy.com

A R

C H

I T

E C

T S

01 2

5 20

171

AGR, FASKLK

2016-10-3115-025

MAH

G 1

5110

9 RE

NOVA

TE M

CCLE

LLAN

D HA

LL

1ST

FLO

OR

PLAN

- DE

MO

D110 15-0

25M

AHG

151

109

REN

OVA

TE M

CC

LELL

AND

HAL

L

1/8" = 1'-0"A200D110

1 1ST FLOOR PLAN - DEMOLITIONSCALE: 1/8"=1'-0"

0' 16'8'8'

PLAN

TRUE

1

A C D E F G

1

2

3

4

5

6

7

8

B

SEE

STRU

CT

+/- 1

7'-0"

1

1

211CLASSROOM

212CLASSROOM

227

MECHANICALEQUIPMENT

209CLASSROOM

210CLASSROOM

221CLASSROOM

220CORRIDOR

206CLASSROOM

218CLASSROOM

205CLASSROOM

207STORAGE

202CLASSROOM

215CLASSROOM

219COMM

217CLASSROOM

226COMM

224WOMEN

225MEN

228CLASSROOM

229VESTIBULE

216CORRIDOR

204CLASSROOM

201VESTIBULE

230VESTIBULE

1

1

1

EXISTING DUCTTO REMAIN-SEE MECH

11

1

11

11

1

1

1

1

11

1

1

1

1

1

1

1 1

1 1

1

1

1 1

1

1

11 1

1

1

1

11

11

1

1 1 1 1

1

11

1

11

11

1

1

1

1

1

1

1

1

2

2

2

2

2 2

22

2

2

2 2

2

2

1D140

6'-9"

D2001

D200

3

D200

4

D200 2

EFEC

EFEC EFEC

EFEC

EFECEFEC

EP

EPEP

EPEP

EP

EP

EP

EP

EP

EPEP

EP

EP

NOTE: ROOM NAMES / TAGSARE FOR REFERENCE ONLY FORDEMOLITION PLANS / RCPS

2

3

6

66

6

2

2

2 2

2

2

4

4 4

4

44

4

4

4

1

1

1

1

1

1

1

1

1

1

1

1

2

SEE STRUCT

± 30'-3 3/4"

5

1

1

21

10

DN

DN DN

DN

DN

30'-1" 9'-0" 30'-2" 30'-2" 9'-0" 30'-2"

28'-2

1/2

"28

'-9 1

/2"

9'-5"

27'-1

1 1/

2"29

'-1"

5" RDTO REMAIN5" RD

TO REMAIN

5" RD TOREMAIN

5" RD TOREMAIN

5" RD TOREMAIN

5" RD TOREMAIN

1

1

1

D1403 TYP

D1403

TYP

D1403

MIR

D1403

MIR

8

15

15

15 15

12

1212

16

GENERAL NOTES - DEMOLITION1. INFORMATION GIVEN WAS TAKEN FROM ORIGINAL DRAWINGS AND ON SITE

MEASUREMENTS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.2. UPON DISCOVERY OF ANY DISCREPENCIES BETWEEN THE DRAWING & DEPICTING

EXISTING CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TOTHE COMPLETION OF THE WORK AS INDICATED IN THESE DOCUMENTS, THE CONTRACTORSHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER, IN WRITING, OF THE CONDITIONIN QUESTION BEFORE PROCEEDING WITH WORK IN THAT AREA.

3. ALL MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSEDOF OFF-SITE IN A LEGAL LANDFILL. CONTRACTOR IS NOT ALLOWED TO STOCKPILEDEMOLITION MATERIALS ON SITE; ALL MATERIALS TO BE REMOVED IN A TIMELY FASHION.

4. ALL PLUMBING FIXTURES ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. SEEPLUMBING.

5. ALL CEILINGS SHALL BE REMOVED AND REPLACED. SEE MECHANICAL, ELECTRICAL, ANDFIRE PROTECTION FOR ADDITIONAL CEILING DEMO.

6. ALL REMAINING/EXISTING AREAS SHALL BE CLEANED.7. SEE MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND TELECOM FOR

ADDITIONAL DEMOLITION SCOPE.8. ALL SEATING IN THE AUDITORIUM SHALL BE REMOVED AND STORED PRIOR TO ANY

DEMOLITION WORK. PREP FOR REINSTALLATION.9. ROOF DRAINS TO REMAIN, REMOVE INSULATION; PREP FOR NEW.10. ASBESTOS HAS BEEN FOUND IN MASTIC AND GYPSUM BD MUD. ABATE ALL HAZARDOUS

MATERIALS. SEE G001 FOR ADDITIONAL REQUIREMENTS.

KEY NOTES - DEMOLITIONREMOVE EXISTING STUD/ FURRING AND GYPSUM BD WALLS (AND ANY ASSOCIATED WALLMOUNTED ITEMS), DOORS, AND FRAMES AS INDICATED IN THEIR ENTIRETY. CMU TOREMAIN.

REMOVE EXISTING FLOORING IN ITS ENTIRETY. PREP ADJACENT SURFACES TO RECEIVENEW WALL AS SCHED.

SAWCUT AND REMOVE EXISTING CONC SLAB / DECK AND ASSOC. JOISTS AS INDICATED BYSTRUCT - SEE STRUCT

REMOVE EXISTING DECORATIVE BLOCK & STEEL STRUCTURE IN ITS ENTIRETY, TYP. -EXISTING CONC STRUCTURE TO REMAIN. PATCH EXPOSED CONCRETE AND REBAR.

REMOVE EXISTING EDF IN ITS ENTIRETY - PREP ADJACENT SURFACES TO RECEIVE NEWEDF AS SCHED. CUT AND PATCH GYPSUM BD AS REQUIRED - SEE PLUMB

REMOVE EXISTING EXTERIOR DOORS, AND FRAMES AS INDICATED IN THEIR ENTIRETY.

REMOVE EXISTING RAISED FLOORING AND ACCESSORIES IN THEIR ENTIRETY. PREPADJACENT SURFACES TO RECEIVE NEW WALL AS SCHED.

REMOVE EXISTING RAILINGS AND PREP FOR NEW.

NOT USED.

REMOVE EXISTING DOOR LEAF, FRAME TO REMAIN. CLEAN AND PREP FRAME TO RECEIVENEW DOOR AS SCHED AND FINISH.

EXISTING DOOR TO REMAIN. CLEAN AND PREP FOR PAINT.

REMOVE EXISTING GYP BOARD ( AND ANY ASSOCIATED WALL MOUNTED ITEMS).ADJACENT STUD OR CMU BEHIND TO REMAIN.

REMOVE EXISTING FLOOR MOUNTED SEATING. STORE AND PREP FOR REINSTALLATION.

REMOVE CONCRETE SLAB ON GRADE FOR NEW FOUNDATION. PREP VAPOR BARRIER FORCONNECTION TO NEW - SEE STRUCT.

REMOVE PORTION OF CONCRETE FLOOR DOWN TO DECK/ STRUCTURE FOR NEW BLASTFRAME CONNECTION - SEE STRUCT.

REMOVE PORTION OF CMU PARTITION@ FLOOR REMOVAL LOCATION FROM FLOOR SLABTO BEAM ABOVE. SEE 1/D140.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

EXISTING PARTITIONS TOREMAIN - CLEAN ALLFINISHES INCLUDING N.I.C.AREAS

LEGEND - DEMOLITION

DEMOLITIONEXTENTS

CONC SLAB DEMOLITIONEXTENTS - SEE STRUCTFOR EXTENTS


EPELECTRICAL/ TELECOMEQUIPMENT - SEE ELEC/COMM FOR DEMO & NEWWORK

EFECEXISTING FIREEXTINGUISHER CABINETTO BE REMOVED

CHECKED:DRAWN:

NUMBER:DATE:

DAT

E / D

ESC

RIP

TIO

N:

REV

:

1091

TO

MM

Y M

UNRO

DRI

VE, B

ILO

XI, M

S 39

532

228.

594.

2323

P...

..228

.594

.222

3 F

A R C H I T E C T S

eleyguildhardy.com

A R

C H

I T

E C

T S

01 2

5 20

171

AGR, FASKLK

2016-10-3115-025

MAH

G 1

5110

9 RE

NOVA

TE M

CCLE

LLAN

D HA

LL

2ND

FLO

OR

PLAN

- DE

MO

D111 15-0

25M

AHG

151

109

REN

OVA

TE M

CC

LELL

AND

HAL

L

1/8" = 1'-0"A200D111

1 2ND FLOOR PLAN - DEMOLITIONSCALE: 1/8"=1'-0"

0' 16'8'8'

PLAN

TRUE

1

GNDGNDGNDNEUNEUNEU

FACPFACPFACP

GNDGNDGNDNEUNEUNEU

TXTXTX

NACNACNAC

T45-28-2818A

EXISTING 22,860/13,200 -480/277 Y-Y 500kVA 4.74%ZRADIAL FEED DEAD-FRONT

PAD-MOUNTED LIQUID-FILLEDTRANSFORMER

INFIN

ITE

M

T45-28-2818B

EXISTING 24,940/14,400 -480/277 Y-Y 500kVA 3.1%Z

RADIAL FEED DEAD-FRONTPAD-MOUNTED LIQUID-FILLED

TRANSFORMER

INFIN

ITE

M1ST FLOORMECHANICALROOM

2ND FLOORELECTRICALROOM

1ST FLOORCORRIDOR

1ST FLOORAV CLOSET

1ST FLOORSERVER ROOM

3

2D1

4M1

1ST FLOORELECTRICALROOM

11.81

7

4P1

0.790

2P1A

6.280

4E1

1" C

TFA1

CBFA1

20/110kAIC

ATS-O ATS-E

2P1D

7.207

2P1B 2P1E

11.88

6

15.93

4

1ST FLOORCORRIDOR

20.50

5

2P2A

10.71

2

2P2B

SUB-BASEFUEL TANK

.

.

1

5 30/314 kAIC

GENERATOR W/ MARINE GRADEPAINTED ALUMINUM, SOUND-

ATTENUATED WEATHERPROOFHOUSING

R

15kW480/277V

WIDTH = 31.89"

25/314 kAIC

4D1

1.299

2M1

TM1

10.62

7

1.314

11.523

12.17

5

2

2-1.5"C FOR CONTROL

23.09

4

2P1C

10.10

1

2P2C2P2D

2O1

EMERGENCY STOPPUSH BUTTON

34.396

24.92

4

9.509

TO1

0.800

8.639

5.101

0.122

4

40A, 4-POLE, KA WSR, NEC ART 701

OPTIONAL STAND-BY LOADS

40A, 4-POLE KA WSR, NEC ART 700EMERGENCY LOADS

CBFA2

TFA2

20/1, 10kAIC

CB201

25/3, 10 kAIC

7.99010.991

101.38"

71.25"

4.735

0.122

1 #2/0 GEC TO THREE 20' GROUND RODS ON 20' CENTERS IN EQUILATERALDELTA ARRANGEMENT.

#2/0 BONDS TO BUILDING WATER SERVICE PIPE AND BUILDING STEEL.

#3/0 GEC TO THREE 20' GROUND RODS ON 20' CENTERS IN EQUILATERALDELTA ARRANGEMENT.

#3/0 BONDS TO FOUNDATION REBAR, BUILDING WATER SERVICE ANDBUILDING STEEL.

PROVIDE CT'S, FUSING, RELAYING, MODULES, CABLING, CONNECTIONS,ETC AS REQUIRED TO AUTOMATICALLY SEND OPTIONAL STANDBYTRANSFER SWITCH INTO "OFF" POSITION IF THE GENERATOR BECOMESOVERLOADED TO COMPLY WITH NEC 700.5(B).

2

SINGLE LINE DIAGRAM NOTES

LINE TYPE LEGEND

NEW WORK

EXISTING TO REMAIN

EXISTING TO BE REMOVED BY CONTRACTOR

3

4

5

1

30/2N1,SS

1

MEP Engineering

129 E. Government StreetPensacola, FL 32502

P: 850-332-5687 F:850-332-6629

CHECKED:

DRAWN:

NUMBER:

DATE:

DA

TE

/ D

ES

CR

IPT

ION

:R

EV

:

1091 T

OM

MY

MU

NR

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RIV

E, B

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9532

228.5

94.2

323 P

.....2

28.5

94.2

223 F

A R C H I T E C T S

eleyguildhardy.com

A R C H I T E C T S

Harold L. Dell Jr 73914Florida License Number 28404

Dell Consulting project:15-068

01/2

5/2

017 -

RE

VIS

ION

11

JW

HD

2016-10-31

15-025

MA

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151109 R

EN

OV

AT

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CC

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LL

AN

D H

AL

L

SIN

GL

E L

INE

DIA

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E601 15-0

25M

AHG

151

109

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NOT TO SCALE1

SINGLE LINE DIAGRAM - NEW WORK

PANELBOARD INFORMATION SCHEDULE

MARKENCLOSURE

TYPEMOUNTING

STYLE VOLTAGE ɸ WIRE MAIN BKRIF MLO

SERVINGSERVICERATED

kAICRATING

ɸ BUSRATING

N BUSRATING

FEEDER

NOTESCONDUCTOR GROUND CONDUIT

4D1 NEMA 1 SURFACE 480Y/277 3 4 800 N/A Yes 14 800 A 100% 3 RUNS 4#300 NONE 3”C EA 1,2

4P1 NEMA 1 SURFACE 480Y/277 3 4 MLO 125 No 14 125 A 100% 4#1/0 #6 2”C 2

4M1 NEMA 1 SURFACE 480Y/277 3 4 MLO 500 No 14 600 A 100% 2 RUNS 4#250 #2 3”C EA 2

4E1 NEMA 1 SURFACE 480Y/277 3 4 MLO 30 No 14 125 A 100% 4#10 #10 1/2”C 2

2D1 NEMA 1 SURFACE 208Y/120 3 4 1200 N/A Yes 42 1200 A 100% 4 RUNS 4#350 NONE 3”C EA 2

2O1 NEMA 1 SURFACE 208Y/120 3 4 60 N/A No 10 100 A 100% 4#4 #8 1 1/4”C 2

2P1A NEMA 1 SURFACE 208Y/120 3 4 MLO 150 No 42 225 A 200% 5#2/0 #6 2”C 2

2P1B NEMA 1 RECESSED 208Y/120 3 4 MLO 225 No 10 225 A 200% 5#250 #4 2 1/2”C 2

2P1C NEMA 1 RECESSED 208Y/120 3 4 MLO 225 No 10 225 A 200% 5#250 #4 2 1/2”C 2

2P1D NEMA 1 SURFACE 208Y/120 3 4 MLO 100 No 10 100 A 200% 5#1 #6 1 1/2”C 2

2P1E NEMA 1 SURFACE 208Y/120 3 4 400 N/A No 42 400 A 200% 2 RUNS 5#4/0 #3 4”C 2

2P2A NEMA 1 SURFACE 208Y/120 3 4 MLO 150 No 22 225 A 200% 5#2/0 #6 2”C 2

2P2B NEMA 1 RECESSED 208Y/120 3 4 MLO 225 No 10 225 A 200% 5#250 #4 2 1/2”C 2

2P2C NEMA 1 RECESSED 208Y/120 3 4 MLO 225 No 10 225 A 200% 5#250 #4 2 1/2”C 2

2P2D NEMA 1 SURFACE 208Y/120 3 4 MLO 225 No 22 225 A 200% 5#250 #4 2 1/2”C 2

2M1 NEMA 1 SURFACE 208Y/120 3 4 110 N/A No 10 125 A 100% 4#1/0 #6 1 1/2”C 2

TRANSFORMER SCHEDULE

MARKPRIMARYVOLTAGE

SECONDARYVOLTAGE ɸ WIRE kVA *MNT **TYPE

PRIMARY FEEDERSIZE

SIZE GEC TO3/4" x 10"GND ROD

SIZE GEC TOFOUNDATION

REBAR, WATER &BLDG STEEL

TFA1 277V 120V 3 4 2 kVA WALL STD 2#10,#10G,3/4''C #8 #8

TFA2 277V 120V 3 4 2 kVA WALL STD 2#10,#10G,3/4''C #8 #8

TO1 480V DELTA 208Y/120 3 4 15 kVA WALL STD 3#10,#10G,3/4’’C #8 #8

TM1 480V DELTA 208Y/120 3 4 30 kVA FLR STD 3#6,#10G,1’’C #6 #6

*MNT: FLR=FLOOR MOUNTED, PROVIDE CONCRETE BASE.

WALL=WALL MOUNTED, PROVIDE MANUFACTURER'S WALL BRACKET.

**TYPE: STD=STANDARD PER SPECIFICATIONS.

NOTES: 1. PROVIDE INTEGRAL DIGITAL METER.

2. PROVIDE INTEGRAL TVSS.

Documents

ADDENDUM NO. 1 This Addendum consists of 1 page, 2 ...gsiconstruct.com/wp-content/uploads/2016/12/Addendum1.pdf · MATERIALS; Delete the specification section in its entirety and