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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
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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.
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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
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McClelland Hall MAHG15-1109Keesler AFB, Biloxi, MS
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
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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
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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
SECTION 10 26 13 Page 2
McClelland Hall MAHG15-1109Keesler AFB, Biloxi, MS
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.
SECTION 10 26 13 Page 3
McClelland Hall MAHG15-1109Keesler AFB, Biloxi, MS
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 --
SECTION 10 26 13 Page 4
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
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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
EXISTING FINISHES TOREMAIN - CLEAN ALLSURFACES
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
A R C H I T E C T S
eleyguildhardy.com
A R
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I T
E C
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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
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
EXISTING FINISHES TOREMAIN - CLEAN ALLSURFACES
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
EXISTING FINISHES TOREMAIN - CLEAN ALLSURFACES
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
O D
RIV
E, B
ILO
XI, M
S 3
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
HG
151109 R
EN
OV
AT
E M
CC
LE
LL
AN
D H
AL
L
SIN
GL
E L
INE
DIA
GR
AM
- N
EW
WO
RK
E601 15-0
25M
AHG
151
109
REN
OVA
TE M
CC
LELL
AND
HAL
L
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.
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