Revised STATEMENT OF WORK Asbestos .docx

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F107--FY24 Re-Baseline Asbestos Survey for Lake Baldwin
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36C24824Q1221
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This document is a Revised STATEMENT OF WORK for an asbestos survey contract opportunity. The federal contract opportunity is for the Department of Veterans Affairs, Veterans Health Administration, Veterans Integrated Service Network 8 to conduct a FY24 re-baseline asbestos survey for the Lake Baldwin facility.

The key requirements include performing a comprehensive asbestos survey to identify the type, quantity, and location of asbestos-containing materials at the Lake Baldwin facility. The contractor will be required to develop a detailed report documenting the survey findings and providing cost estimates for recommended asbestos abatement activities. Other responsibilities include providing recommendations for facility management and operations to mitigate asbestos exposure risks. The contract will have a period of performance of 12 months. No specific pricing terms or set-asides are provided in the Statement of Work.

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52.212-1 ADDENDUM to FAR 52.docx DOCX document
2010 Lakemont Campus Asbestos Report .pdf PDF
S06 GOVERNMENT RESPONSE TO CONTRACTORS QUESTIONS.docx DOCX document
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ATTACHMENT B 2014 LAKE BALDWIN BLDG 502 ASBESTOS SURVEY.pdf PDF
ATTACHMENT D VHA DIRECTIVE 7714 ASBESTOS MANAGEMENT PROGRAM.pdf PDF
ATTACHMENT C RE BASELINE ASBESTOS ASSESSMENT SURVEY BUILDING PLANS.docx DOCX document
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?.## PERFORMANCE WORK STATEMENT REVISED (08/12/2024)

Asbestos Survey Services

1. Introduction:

This is a non-personal service contract for the procurement of asbestos survey services. The Government shall not exercise any supervision or control over the contractor service providers performing the services herein. Such service providers shall be accountable solely to the contractor, who is responsible to the Government. The contractor shall provide all the labor, materials, equipment, and transportation necessary to conduct the survey, collect samples, perform lab analysis, and produce the required deliverables.

The Orlando VA Healthcare System (OVAHCS) Safety Department, located at 13800 Veterans Way, Orlando, FL 32827, is responsible for the Health, Safety, and Well-Being of the Staff, Patients, and Veterans at the OVAHCS hospitals and Outpatient Clinics.

2. Background:

Federal regulations for asbestos control have been established by the Occupational Safety and Health Administration (OSHA) and the Environmental Protection Agency (EPA). These regulations are thorough in that they inspect the most accessible functional spaces and observe bulk samples taken of suspect materials. The last Baseline Assessment survey report (See Attachment D.1 and D.2) for the Orlando VA Medical Center located at Lake Baldwin was conducted in 2013. VHA Directive 7714 of 6 April 2017, Asbestos Management Program, calls for a survey following requirements of the Asbestos Hazard Emergency Response Act (AHERA), known as a baseline survey (previously called triennial survey).

The Baseline AHERA Survey is unobtrusive in that samples are not taken where doing so would result in objectionable surface damage or where institutional barriers preclude access. The Asbestos Baseline Survey and Facility Asbestos O&M Plan will be updated when the VISN Occupational Safety and Health Manager or VISN Industrial Hygienist determines that abatement/ removal updates to the baseline have been inadequate during Annual Workplace Evaluations (AWE) (formerly triennial).

3. Objective:

The principal objective is to survey all buildings listed herein. Collecting representative samples of suspect asbestos-containing materials (ACMs), assessing their condition, and quantifying the materials and hazards present throughout the buildings. Provide a Re-Baseline Asbestos Assessment Survey Report for the place of performance herein.

4. Place of Performance:

a. Orlando VA Medical Center, Lake Baldwin VA Clinic. 5201 Raymond St, Orlando, FL 32083.

b. Orlando VA Medical Center, Lakemont Campus. 2500 S Lakemont Ave, Orlando, FL 32814.

i. Table 1. Clin 1 Location:

Building Number
Building Name / Description
Estimated Square Footage.
Attachments.
Building Date/Renovation
500
Lake Baldwin - Main Campus / Main Clinic.
21,4190

1981/2012

501
Lake Baldwin – Warehouse.
15,201

1981/0

502
Lake Baldwin - Boiler/Generator Plant.
8,509

1980/2008

504
Lake Baldwin – Primary Clinics.
19,404

ii. Table 2. Clin 2 Locations:

Building Number
Building Name / Description
Estimated Square Footage.
Attachments.
Building Date.
517
Lake Baldwin – Maintenance Shop.
1,385

1982/0

518
Lake Baldwin – Medical Gas storage.
450

1981/2010

519
Lake Baldwin – Domiciliary Bldg. 1
11,448

1987/0

520
Lake Baldwin – Domiciliary Bldg. 2
11,448

1987/0

521
Lake Baldwin – Domiciliary Bldg. 3
11,448
See the attachments above in Bldgs. 519 - 520.
1987/0
522
Lake Baldwin – Domiciliary Bldg. 4
11,448
See the attachments above in Bldgs. 519 - 520.
1987/0
3125
Lake Baldwin – Engineering Storage.
534

1998/0

3126
Lake Baldwin – Volunteer / FLA / Biomed.
2,627

1943/0

3127
Lake Baldwin – Grounds Keeping Building.
540
3128
Lake Baldwin – Domiciliary / IRMS.
1,929

1943/0

3129
Lake Baldwin – Environmental Management Services (Housekeeping).
2,175

1943/0

3132
Lake Baldwin – Engineering Administration.
1,961

1943/0

3133
Lake Baldwin - Carpentry, Lock Smith, Offices.
2,475

1943/0

3134
Lake Baldwin - ENG SHOPS- Plumbing & Electrical.
2,839

1943/0

2500
Lakemont Campus.
148,559

1993/2010

***See Attachment D.3: Re Baseline Asbestos Assessment Survey Building Plans***

5. Hours of Operation:

a. Contractor shall perform work during normal working hours, from Monday through Friday, 8:00 a.m. to 4:30 pm. It may be necessary to collect samples outside of normal working hours in areas that are particularly sensitive to disruptions, have tight security controls, or are designated as “clean” areas requiring maintenance of a sterile environment. This should be considered when creating and implementing the schedule for this survey. These hours are listed below in paragraph b and c.

b. Evening Hours: TBD as needed (4:30 p.m. to 10:00 p.m.).

c. Weekend Hours: TBD as needed (8:00 a.m. to 4:30 p.m.).

d. The contractor shall coordinate with the VA Point of Contact (POC) when evening and weekend hours are needed to be scheduled.

6. Government Holidays:

a. The contractor shall not perform work on Federal holidays or when the Government facility closes due to local or national emergencies, administrative changes, or similar Government-directed facility closings. Government shutdowns occur when the Government refuses passage of key bills resulting in the cession of some or all operations by the Government. If the Department of Veterans Affairs is affected by a Government shutdown during the period of performance, the contractor shall not provide services or submit claims against the Government during and after the shutdown. Recognized federal holidays are listed in Table 3.

b. Table 3.

Holiday
Date
Month
New Year’s Day
1st
January
Martin Luther King Jr.’s Birthday
3rd Monday
January
President’s Day
3rd Monday
February

Memorial Day

Last Monday
May
Juneteenth
19th
June
Independence Day
4th
July
Labor Day
1st Monday
September
Columbus Day
2nd Monday
October
Veterans Day
11th
November
Thanksgiving Day
4th Thursday
November
Christmas Day
25th
December

7. Abbreviated Terms:

a. ACM: Asbestos Containing Materials

b. AHERA: Asbestos Hazard Emergency Response Act

c. CO: Contracting Officer.

d. CS: Contract Specialist.

e. EPA: Environmental Protection Agency

f. NESHAPS: National Emission Standard for Hazardous Air Pollutants

g. NIST: National Institute of Standards and Technology

h. NVLAP: National Voluntary Laboratory Accreditation Program

i. OSHA: Occupational Safety & Health Administration

j. PLM: Polarized Light Microscopy

k. POC: VA Point of Contact.

l. PWS: Performance Work Statement.

m. TEM: Transmission Electronic Microscopy

n. VA: Veterans Affairs

8. Applicable Publications:

a. It shall be the contractor’s responsibility to identify the applicable federal, state, and local laws and regulations and Veterans’ Health Administration (VHA) Directives and apply the procedures and protocols as required. The contractor shall comply with the public laws and statutes including all changes and amendments of federal, state, and local environmental statutes and regulations in effect of the date of issuance of this contract. The contractor shall adhere to the most stringent code or requirement when presented with a conflict between codes, laws, regulations, and standards. The contractor shall make an immediate request to the POC, followed by a written request to the CO concerning conflicts with, or recommended deviations from codes, laws, regulations, standards, and opinions of review officials as described above. The contracting Officer has the right to waive the use of the more stringent code, however, no work altering the scope of this contract shall be undertaken prior to receipt of written approval from the CO. The most current editions of the publications listed below constitute an addendum to this document wherever referenced or applicable.

i. 29 CFR 1910.134 Respiratory Protection Standard. eCFR :: 29 CFR 1910.134 -- Respiratory protection.

ii. 29 CFR 1910.1001 Occupational Exposure to Asbestos, Tremolite, Anthophyllite and Actinolite. eCFR :: 29 CFR 1910.1001 -- Asbestos.

iii. 29 CFR 1926.62 Construction Standard. eCFR :: 29 CFR 1926.62 -- Lead.

iv. 40 CFR 61, Sub-part M, National Emission Standard for Asbestos. eCFR :: 40 CFR Part 61 Subpart M -- National Emission Standard for Asbestos

v. 40 CFR 763 EPA Appendix E to Subpart E (ASHARA). eCFR :: 40 CFR Part 763 Subpart E -- Asbestos-Containing Materials in Schools

vi. EPA 560/5-85-024, Guidance for Controlling Asbestos-Containing Materials in Buildings. purple-book_epa_705-g-2020-2762.pdf

vii. EPA, Asbestos Hazard Emergency Response Act (AHERA) protocols. Asbestos Laws and Regulations | US EPA

viii. U. S. Occupational Safety and Health Administration (OSHA). Home | Occupational Safety and Health Administration (osha.gov)

ix. VHA Directive 7714 Asbestos Management Program. See attachment D.4 in section D.

9. Scope:

a. The contractor shall be responsible for determining the existence of asbestos by conducting Re-Baseline Asbestos Hazard Emergency Response Act (AHERA) Survey that provides the general location, type, quantity, and condition of ACM present. It is thorough in that most accessible functional spaces are inspected, and bulk samples taken of suspect materials are observed.

b. The contractor shall be an accredited asbestos professional by an Environmental Protection Agency (EPA) Model Accreditation Plan (MAP). The contractor shall hold current EPA certifications in Asbestos Building Inspection, Management Planning, and Project. Personnel assigned to or utilized by the contractor in the performance of this contract shall, at a minimum:

i. Be authorized to work in the United States.

ii. Valid Florida Asbestos Business License.

iii. Valid Florida Asbestos Consultant License with valid training certifications for Asbestos.

iv. Management Planner, Asbestos Survey and Mechanical Inspector, and Asbestos Project Designer.

c. All asbestos sampling and analysis shall meet the state’s current requirements and the requirements of this document. The primary source of the contractors’ survey shall be field verification; the contractor shall not rely on the accuracy of previous surveys and shall conduct sampling of questionable or modified areas following a review of previous reports in addition to all areas not covered by previous surveys.

d. The asbestos survey report shall contain a listing of all buildings and rooms, showing where samples were taken, an indexed schedule of samples surveyed with the sample number and other pertinent notes, and a narrative on the methodology of the survey. The laboratory bulk sample report numbers will be correlated with the samples taken. Drawings shall be compatible in scale with all other site drawings unless otherwise noted. This survey shall also provide a consistent and effective Hazard Assessment for all ACMs identified. The final survey results shall be incorporated into a database of all readings using a Personal Computer to create a user-friendly, easily updateable database system that is compatible with existing computer hardware and provide a means for the VA to plan repairs, renovations, and demolition projects, prioritizing health risks for ongoing maintenance.

10. Task:

a. The contractor shall collect asbestos bulk samples and send them to a laboratory for testing to determine the percent of asbestos, type of asbestos, and binding material, and the results documented within the deliverable reports. The contractor shall provide the OVAHCS with hard copies and digital copies (PDF) of all documents (laboratory results, photo log, sampling data, schematics, drawings, field notes, chain of custody, and reports) ports.

b. Asbestos Survey: The contractor shall review prior surveys completed if available (See Attachment A and B), as-built drawings, historical documents, and other related project resources that are available to the contractor. However, field verification of the site by the contractor shall be the primary source of the investigative services. The site visits shall include the taking of bulk samples from suspected locations, performing professional observations, and the use of sound engineering judgment to determine if further detailed sampling is required in specified areas. Sampling should not be taken if it renders the material unstable causes leaking or other deterioration of the base material or poses a hazard to those working in and around the building.

c. Procedures: Asbestos survey shall be performed using general procedures and protocols appearing in EPA 40 CFR, part 763 (AHERA Protocols). However, all suspected asbestos-containing materials, not just interior structures, shall be included in this survey. This work will require removing ceiling tiles, accessing hard ceilings via access panels, entering confined spaces, and working in areas of reduced lighting, high temperatures, and high humidity. The contractor shall be trained to enter confined spaces and shall take all necessary precautions in performing this type of work. The contractor shall replace the same or equal finish material or building components damaged during site investigation and sampling. All safety equipment required for survey and sample collections are the responsibility of the contractor.

d. Whenever asbestos-containing materials (ACM) are discovered by the contractor during field visits, surveys, or verification of prior surveys completed, the contractor shall then incorporate the provisions of this document and data collected into the deliverable reports and drawings.

e. Quality Control Plan: The contractor shall establish a quality control plan for all work, including that of all sub-contractors, to assure compliance with applicable codes and regulations. The contractor shall submit a copy of the quality control plan within 10 calendar days following the contract award. Quality control measures shall include, but not be limited to:

i. Methods for performing all required inspections and tests.

ii. Methods of compliance with applicable Federal, state, and local codes and regulations and VHA directives related to conducting the survey.

iii. Qualifications of field and office personnel assigned to the project.

11. Suspect Material:

a. Exposure to airborne asbestos has been associated with multiple diseases. The Environmental Protection Agency and the Occupational Safety and Health Administration have adopted regulations requiring control procedures for the exposure and disposal of these materials. These regulations also provide guidance to ensure safe working conditions. Examples of materials which may contain or be covered by asbestos are as follows:

i. Thermal System Insulation - TSI (Pipe Insulation and Fittings).

ii. Stack insulation.

iii. Boiler gaskets.

iv. Vibration isolators.

v. Air handling unit blanket

vi. Transite vent hood.

vii. Transite wall.

viii. Transite (soffit and fascia).

ix. All other Transite materials.

x. Sink undercoating.

xi. Sink backsplash.

xii. Sheetrock and joint compound.

xiii. Spray-on ceiling material.

xiv. Linoleum.

xv. Floor tile and mastic.

xvi. Acoustic ceiling tile.

xvii. Roofing materials and associated tars and mastics.

xviii. Exterior stucco.

12. Hidden Suspect Material:

a. Materials may exist in inaccessible or hidden areas of the facility that cannot be observed or inspected during this survey. The contractor shall include all quantities of inaccessible building materials that are suspect ACMs and include them in the database and survey reports. Hidden materials may include, but are not limited to:

i. TSI covered with metal jacketing.

ii. Gasket material at pipe connections between flanges.

iii. Vent pipe or duct insulation within wall cavities.

iv. Vinyl floor tile or sheet flooring beneath sub-floors or overlays.

v. Spray-on acoustic texture hidden by door jams or covered with drywall.

13. Collection of Samples:

a. Collection of samples will be in accordance with CFR 763.86 Sampling. Samples shall be analyzed to cover all suspect materials. Samples of suspect ACMs will be collected in accordance with AHERA and NESHAPS protocols to meet current U.S. Occupational Safety and Health Administration (OSHA), EPA, and VA requirements. The sampling protocol established within AHERA (extended to commercial buildings by ASHARA) shall be used to determine the required number of samples for suspect friable ACM. For miscellaneous materials that are suspected of non-friable ACMs, NESHAPS protocol shall govern the number of samples to be taken.

b. Operating Room Flooring are not to be sampled.

c. Carpets are allowed to be lifted to obtain a sample, so long as they are in an inconspicuous area and do not hinder the aesthetic look of the area.

d. Table 4. SAMPLING PROTOCOL

Type of Material
Estimated Quantity
Required Samples
Sprayed or Troweled-on Surfacing Material
Greater than 5,000 ft2
7
Sprayed or Troweled-on Surfacing Material
Between 1,000 and 5,000 ft2
5
Sprayed or Troweled-on Surfacing Material
Less than 1,000 ft2
3
Thermal System Insulation
All Quantities
3
Miscellaneous Materials
All Quantities
2

e. Protocol deviation: The contractor may request, on a case-by-case basis, the implementation of a stop-at-first positive strategy of analysis for approval by the POC.

f. Destructive Sampling: All Suspect ACMs included in this survey shall be collected by the most unobtrusive means possible. Destructive sampling is not permitted. Any debris generated by the sampling shall be cleaned by wet-cleaning methods or by vacuuming utilizing a High-Efficiency Particulate Air (HEPA) filter. Visible emissions shall not be permitted during the sampling, packaging, transportation, or disposal of the samples.

g. Exposure Prevention: The contractor shall collect all samples of suspect ACM in accordance with EPA and OSHA regulations, preventing airborne fiber exposure to the surveyor, the public, and facility personnel.

i. Samples taken in occupied office spaces will be taken in locations that minimize the risk of potential exposure to occupants and the visual impact of the resulting sample location.

ii. The contractor shall restore visible sample locations to a condition as close to the original as possible filling holes with caulking, sealant, or another filler agent similar in tone to the affected material.

iii. When sampling friable materials, the contractor shall encapsulate all sample locations to prevent any subsequent release of asbestos fibers after sample collection.

iv. The contractor shall immediately notify the POC of any hazardous material or highly friable, contaminated occupied areas that pose an immediate threat to the health of the occupants. A written notification shall immediately follow.

h. Measurements: Quantities of materials shall be measured wherever practical to minimize the use of estimated material quantities in the final report.

i. Some material quantities may be determined from area or lineal measurements on existing AutoCAD as-built drawings.

ii. All methods of measurement, whether measured, estimated, or extracted from CAD drawings, shall be approved by the POC.

iii. CAD drawing will be provided to the awardee upon request. CAD drawings will be available only for the pdf documents that were provided in the solicitation.

iv. The survey shall produce quantities with an accuracy from which an abatement contractor could base their quote.

14. Asbestos Laboratory Requirements:

a. Suspect bulk samples shall be sent to a third-party or an in-house accredited laboratory in the analysis of asbestos samples by Polarized Light Microscopy (PLM) using the Environmental Protection Agency (EPA) Method 600/R-93/116. Additional analysis may be performed on samples where the results are deemed inconclusive by standard PLM, using PLM point count at the request of the VA. This accreditation is provided by the United States Department of Commerce, the National Institute of Standards and Technology (NIST), and the National Voluntary Laboratory Accreditation Program (NVLAP).

b. Chain of custody: Samples of ACM shall be transported under full chain of custody to the laboratory for analysis.

c. Sample Retention: Samples shall be retained by the laboratory for at least ninety calendar days if the reanalysis of any samples is required.

d. Disposal: Bulk samples, or portions thereof, resulting from the survey and not sent to the laboratory shall be managed and disposed of by the contractor in accordance with established federal, state, and local rules and regulations.

15. Asbestos Survey Reports:

a. The Asbestos Survey Reports shall be labeled and formatted with tabs listed as described in paragraph 15.a., b., c., and d. The formatting of these copies shall discern between buildings, floors, and other site material locations, likewise electronic copies shall be provided in Adobe PDF, and Microsoft Excel file format (Electronic documents shall be organized similarly to their text versions), clearly labeled with Project Number, Project Name, Date and Contents before submission to the VA. The contractor shall provide an electronic copy and shall contain .pdf files of each drawing. Each electronic copy will be labeled as station #, project #, date, etc. Electronic files shall conform to a user-friendly, easily updateable database system that is compatible with existing computer hardware and provide a means for the VA to plan repairs, renovations, and demolition projects, prioritizing health risks for ongoing maintenance. All reports shall include proof of lab accreditation and shall be required for each location and type of lab, (Fixed Site, Mobile Facility, and Field Operation) each shall have a separate accreditation. Listed below are the requirements for each of the deliverable reports:

b. Asbestos Survey Report: This report shall include a narrative, and tabulated templates that at a minimum can identify ACM by:

i. Building/Floor/Room Number

ii. Referenced Drawing Designation

iii. Material Type and Description

iv. Measurable Quantity (Square Feet, Lineal Feet, and/or Diameter)

v. Homogenous Material ID Number

vi. Friable (Yes/No)

vii. Type (TS-Surf-Miscellaneous)

viii. EPA Category (RACM, CAT1 Non-Friable, CAT II Non-Friable)

ix. ACM Quantity

c. Sample Data Report: This report shall include the Original Laboratory Report, Chain-of-Custody Documentation, and ACM and/or PACM Re-inspection & Reassessment Report. The report templates shall at a minimum identify ACM by:

i. Sample Number

ii. Homogenous Material ID Number

iii. Sample Location

iv. Sample Description

v. Percent and Type of Asbestos Identified

d. Hazard Assessment Report: This report shall include at a minimum a narrative report with tabulated report templates that can identify ACM and quantity by:

i. Material Condition (Good, Damaged, Significantly Damaged)

ii. Potential for Disturbance (Low, Med, Hi) Comments/Response

16. Drawings:

a. The contractor shall use/produce drawings that show the locations and types of the ACM identified.

b. The contractor can request drawings from the POC if they are not readily available.

17. Deliverables:

a. Pre-Survey Report: The contractor shall collect and evaluate all existing sampling data, and records of removal, encapsulation, or enclosure of all known asbestos. This shall be presented in a tabular form. Photographs are not required; however, a single photograph of the building showing the building number is encouraged. The contractor shall submit this summation of known acceptable data and areas of no data or unacceptable data within 16 calendar days after the contract award date.

b. Safety Plan: The contractor shall prepare and submit a plan for implementing facility Safety measures (e.g., response to fire alarm, lockout/ tag out, confined space entry, electrical safety) within 15 calendar days after the contract award date.

c. Schedule Milestone Plan: The contractor shall submit with your quote a detailed schedule Milestone plan outlining how your entity will perform the Re-Baseline testing in accordance with the PWS.

d. Re-Baseline Asbestos Report: The report shall be emailed to the POC within 20 calendar days after the period of performance.

18. Deliverable Schedule:

a. Table 5.

Item Number
Item Description
Deliverable Dates
1
Submit Pre-Survey Report.
within 16 calendar days after the contract award date.
2
Submit Safety Plan.
within 15 calendar days after the contract award date.
3
Submit Re-Baseline Asbestos Survey Report.
within 20 calendar days after period of performance.

19. RECORDS MANAGEMENT OBLIGATIONS:

a. Applicability This clause applies to all Contractors whose employees create, work with, or otherwise handle Federal records, as defined in Section B, regardless of the medium in which the record exists.

b. Definitions

“Federal record” as defined in 44 U.S.C. § 3301, includes all recorded information, regardless of form or characteristics, made or received by a Federal agency under Federal law or in connection with the transaction of public business and preserved or appropriate for preservation by that agency or its legitimate successor as evidence of the organization, functions, policies, decisions, procedures, operations, or other activities of the United States Government or because of the informational value of data in them.

The term Federal record:

i. includes VHA records.

ii. does not include personal materials.

iii. applies to records created, received, or maintained by contractors pursuant to their VHA contract.

iv. may include deliverables and documentation associated with deliverables.

c. Requirements

i. Contractor shall comply with all applicable records management laws and regulations, as well as National Archives and Records Administration (NARA) records policies, including but not limited to the Federal Records Act (44 U.S.C. chs. 21, 29, 31, 33), NARA regulations at 36 CFR Chapter XII Subchapter B, and those policies associated with the safeguarding of records covered by the Privacy Act of 1974 (5 U.S.C. 552a). These policies include the preservation of all records, regardless of form or characteristics, mode of transmission, or state of completion.

ii. In accordance with 36 CFR 1222.32, all data created for Government use and delivered to, or falling under the legal control of, the Government are Federal records subject to the provisions of 44 U.S.C. chapters 21, 29, 31, and 33, the Freedom of Information Act (FOIA) (5 U.S.C. 552), as amended, and the Privacy Act of 1974 (5 U.S.C. 552a), as amended and must be managed and scheduled for disposition only as permitted by statute or regulation.

iii. In accordance with 36 CFR 1222.32, the contractor shall maintain all records created for Government use or created in the course of performing the contract and/or delivered to, or under the legal control of the Government and must be managed in accordance with Federal law. Electronic records and associated metadata must be accompanied by sufficient technical documentation to permit understanding and use of the records and data.

iv. VHA and its contractors are responsible for preventing the alienation or unauthorized destruction of records, including all forms of mutilation. Records may not be removed from the legal custody of VHA or destroyed except in accordance with the provisions of the agency records schedules and with the written concurrence of the Head of the Contracting Activity. Willful and unlawful destruction, damage, or alienation of Federal records is subject to the fines and penalties imposed by 18 U.S.C. 2701. In the event of any unlawful or accidental removal, defacing, alteration, or destruction of records, the contractor must report to VHA. The agency must report promptly to NARA in accordance with 36 CFR 1230.

v. The contractor shall immediately notify the appropriate Contracting Officer upon discovery of any inadvertent or unauthorized disclosures of information, data, documentary materials, records, or equipment. Disclosure of non-public information is limited to authorized personnel with a need-to-know as described in the [contract vehicle]. The contractor shall ensure that the appropriate personnel, administrative, technical, and physical safeguards are established to ensure the security and confidentiality of this information, data, documentary material, records, and/or equipment is properly protected. The contractor shall not remove material from Government facilities or systems, or facilities or systems operated or maintained on the Government’s behalf, without the express written permission of the Head of the Contracting Activity. When information, data, documentary material, records, and/or equipment is no longer required, it shall be returned to VHA control or the contractor must hold it until otherwise directed. Items returned to the Government shall be hand-carried, mailed, emailed, or securely electronically transmitted to the Contracting Officer or address prescribed in the [contract vehicle]. Destruction of records is EXPRESSLY PROHIBITED unless in accordance with Paragraph (4).

vi. The contractor is required to obtain the Contracting Officer's approval prior to engaging in any contractual relationship (sub-contractor) in support of this contract requiring the disclosure of information, documentary material, and/or records generated under, or relating to, contracts. The Contractor (and any sub-contractor) is required to abide by Government and VHA guidance for protecting sensitive, proprietary information, classified, and controlled unclassified information.

vii. The contractor shall only use Government IT equipment for purposes specifically tied to or authorized by the contract and in accordance with VHA policy.

viii. The contractor shall not create or maintain any records containing any non-public VHA information that is not specifically tied to or authorized by the contract.

ix. The contractor shall not retain, use, sell, or disseminate copies of any deliverable that contains information covered by the Privacy Act of 1974 or that which is generally protected from public disclosure by an exemption to the Freedom of Information Act.

x. The VHA owns the rights to all data and records produced as part of this contract. All deliverables under the contract are the property of the U.S. Government for which VHA shall have unlimited rights to use, dispose of, or disclose such data contained therein as it determines to be in the public interest. Any contractor rights in the data or deliverables must be identified as required by FAR 52.227-11 through FAR 52.227-20.

xi. Training. All contractor employees assigned to this contract who create, work with or otherwise handle records are required to take VHA-provided records management training. The contractor is responsible for confirming training has been completed according to agency policies, including initial training and any annual or refresher training.

** VHA training for contractors is available in Talent Management System (TMS):

Records Management for Records Officers and Liaisons, Item #3873736

d. Flow down of requirements to subcontractors

i. The contractor shall incorporate the substance of this clause, its terms, and requirements including this paragraph, in all subcontracts under this [contract vehicle], and require written subcontractor acknowledgment of same.

ii. Violation by a subcontractor of any provision set forth in this clause will be attributed to the contractor.

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Lake Baldwin Bldg 504 Floor Plan.pdf

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U C

F R

I D

G E

M I

O

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A103

ARCHITECTURAL FINISH PLANS

AND DETAILS

A i l e

P a t h

DESIGN DEVELOPMENT

NON SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BUILDING 3126

ORLANDO VA

675-19-105

Building 3126 Project Director

08/14/2019 KRL JLCRevisions: Date:

C.A.G. Caribeño

Architectural Group, Inc.

1250 W. EAU GALLIE BLVD, SUITE F.

MELBOURNE, FL 32935

PH (321) 622-6900

FAX (321) 622-6901

CONTACT: KENNETH R. LEBRON, AIA

KennethL@cag-architecs.com www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbounre, Florida 32904

PH: 321.345.9026 KENNETH R. LEBRON, AIA

Florida License #AR0017819

AD101

ARCHITECTURAL DEMO PLAN AND

NOTES

i l h

DESIGN DEVELOPMENT

Building 3126 Project Director

08/14/2019 KRL JLCRevisions: Date:

KENNETH R. LEBRON, AIA

Florida License #AR0017819

PH: 321.345.9026

FACP

FLORIDA CERTIFICATE #AR 0017819

13 E. MELBOURNE AVE. UNIT C

MELBOURNE, FL 32901

PHONE (321) 327-5960 FAX (321) 914-3991

VA FORM 08 - 6231

100% CONSTRUCTION

DOCUMENTS

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ED-101

ELECTRICAL - POWER BLDG 3126 -

DEMO BUILDING 3126

11/27/19 AG CVMRICHARD E. COBURN, P.E.

FL License #32820

CODED NOTES:

1. DISCONNECT AND REMOVE ALL ELECTRICAL, FIRE ALARM, ETC. DEVICES FROM AREA

INDICATED, UNLESS OTHERWISE NOTED. REMOVE CONDUIT AND CONDUCTORS BACK TO NEXT

DEVICE OR JUNCTION BOX ON CIRCUIT THAT IS NOT BEING REMOVED. CONTRACTOR SHALL

VERIFY THAT ALL REMAINING CIRCUITS ARE ELECTRICALLY CONTINUOUS. CONTRACTOR SHALL

PROVIDE CONDUCTORS, CONDUIT AND JUNCTION BOXES AS REQUIRED TO KEEP REMAINING

DEVICES OPERATIONAL DURING DEMOLITION. IF NO OTHER DEVICES REMAIN ON CIRCUIT,

REMOVE CONDUIT AND CONDUCTORS BACK TO SOURCE. SWITCH BREAKER TO OFF POSITION

AND MARK BREAKER AS "SPARE". REFER TO ARCHITECTURAL PLANS FOR EXTENTS OF

DEMOLITION.

2. EXISTING FIRE ALARM CONTROL PANEL AND ASSOCIATED BACKUP SYSTEM SHALL REMAIN AS

INSTALLED.

3. EXISTING PANEL TO REMAIN AS INSTALLED.

4. DISCONNECT AND REMOVE ELECTRICAL CONNECTION FROM MECHANICAL EQUIPMENT BACK TO

SOURCE. SWITCH BREAKER TO OFF POSITION AND MARK BREAKER AS "SPARE". REFER TO

MECHANICAL PLANS FOR EXTENTS OF DEMOLITION.

5. MECHANICAL EQUIPMENT AND ASSOCIATED ELECTRICAL DISCONNECT IS EXISTING TO REMAIN

AS INSTALLED.

6. EXISTING GROUND BAR TO REMAIN AS INSTALLED.

7. EXISTING DISCONNECT TO REMAIN AS INSTALLED.

8. DISCONNECT AND REMOVE EXISTING SURGE PROTECTION DEVICE.

9. DISCONNECT EXISTING TO REMAIN BRANCH CIRCUITS FROM PANEL AND MAKE READY FOR

CONNECTION TO NEW PANEL IN SAME LOCATION. DISCONNECT PANEL FEEDERS AND REMOVE

PANEL. TURN PANEL OVER TO COTR.

NOT FOR CONSTRUCTION

1/4" = 1'-0"1 ELECTRICAL BLDG 3126-DEMO

XX

N

0 2' 4' 8' 12'

1/4" = 1'-0"

Revisions: Date:

ED-102

ELECTRICAL - LIGHITNG BLDG

3126 - DEMO BUILDING 3126

1/4" = 1'-0"1 LIGHTING BLDG 3126- DEMO

1. DISCONNECT AND REMOVE ALL LIGHTS AND ASSOCIATED LIGHTING CONTROL DEVICES IN THIS

AREA. REMOVE CONDUIT AND CONDUCTORS BACK TO NEXT DEVICE OR JUNCTION BOX ON

CIRCUIT THAT IS NOT BEING REMOVED. CONTRACTOR SHALL VERIFY THAT ALL REMAINING

CIRCUITS ARE ELECTRICALLY CONTINUOUS. CONTRACTOR SHALL PROVIDE CONDUCTORS,

CONDUIT AND JUNCTION BOXES AS REQUIRED TO KEEP REMAINING DEVICES OPERATIONAL

DURING DEMOLITION. IF NO OTHER DEVICES REMAIN ON CIRCUIT, REMOVE CONDUIT AND

CONDUCTORS BACK TO SOURCE. SWITCH BREAKER TO OFF POSITION AND MARK BREAKER AS

"SPARE". REFER TO ARCHITECTURAL PLANS FOR EXTENTS OF DEMOLITION.

2. EXISTING PANEL TO REMAIN AS INSTALLED.

SHELVES

K-3427HIG HLINETO ILETSVITREO US CHINA

K-2861HUDSONC_LAVATORYCAST IRON

K-3427HIGHLINE TOILETS VITREOUS CHINA

IC

FR

IG

MO

MO MOMO

33a

3a 3

A2N

A1N

A2E A2

A2 A2

A2 A2E

A2E A2

A2 A2

A2 A1N A1N A1N A1N

A2E A2 A2

A2 A2 A2

A2 A2 A2E

J2E

A2N A2NE

A2NE

A1N

A2NE A2N

PL1-5

X X X X

X

X

PL1-5 PL1-5

PL1-5 PL1-5

PL2-14 PL2-14 PL2-14

PL2-14

PL2-14 PL2-14

PL1-5 PL2-14 PL2-14 PL2-14

PL2-14 PL2-14

PL1-5 PL1-5 PL2-14 PL2-14

b b a a

1 1 1

1 11

FE FE FE FE

PL1-3 PL1-3 PL1-3 PL1-3

FE

PL1-3

STORAGE 102

OFFICE

VOLUNTEER

VOLUNTER

WORK

MECH ROOM

BIOMED

I.T.

TOILET

FL STATE

UNION OFFICE

STORAGE

PL2

EL-101

ELECTRICAL - LIGHTING BLDG

3126 - NEW BUILDING 3126

1/4" = 1'-0"1 LIGHTING BLDG 3126- NEW

1. LIGHTING CONTROLS IN THIS ROOM SHALL BE CONFIGURED FOR MANUAL ON,

MANUAL/VACANCY OFF OPERATION. VACANCY SENSORS SHALL BE CONFIGURED FOR 20

MINUTE TIME OUT PERIOD.

2. LIGHTING CONTROLS IN THIS AREA SHALL BE CONFIGURED FOR AUTO ON, AUTO OFF

OPERATION. OCCUPANCY SENSORS SHALL BE CONFIGURED FOR 30 MINUTE TIME OUT PERIOD.

3. COORDINATE EXACT LOCATION OF FIXTURE WITH DUCT WORK PRIOR TO CONSTRUCTION.

N 0 2' 4' 8' 12'

LIGHTING FIXTURE SCHEDULE

TYPE DESCRIPTION MANUFACTURER MODEL VOLTAGE LAMP TYPE VA COMMENTS

A1N 2x2 FLAT PANEL LED LIGHT FIXTURE. 3400 LUMEN MINIMUM, 4000K COLOR TEMPERATURE, 80CRI MINIMUM.

WITH NLIGHT CAPABILITIES ON BOARD.

ACUITY BRANDS EPANL 2X2 3400LM 80CRI 40K MIN1

NLIGHT MVOLT

120 V LED 34 VA

A2 2x4 FLAT PANEL LED LIGHT FIXTURE. 3000 LUMEN MINIMUM, 4000K COLOR TEMPERATURE, 80CRI MINIMUM. ACUITY BRANDS EPANL 2X4 3000LM 80CRI 40K MIN1 ZT

MVOLT

120 V LED 30 VA

A2E 2x4 FLAT PANEL LED LIGHT FIXTURE. 3000 LUMEN MINIMUM, 4000K COLOR TEMPERATURE, 80CRI MINIMUM.

WITH INTEGRAL EMERGENCY BATTERY PACK.

ACUITY BRANDS EPANL 2X4 3000LM 80CRI 40K MIN1 ZT

MVOLT E10WCP

A2N 2x4 FLAT PANEL LED LIGHT FIXTURE. 3000 LUMEN MINIMUM, 4000K COLOR TEMPERATURE, 80CRI MINIMUM.

WITH NLIGHT CAPABILITIES ON BOARD.

ACUITY BRANDS EPANL 2X4 3000LM 80CRI 40K MIN1

NLIGHT MVOLT

A2NE 2x4 FLAT PANEL LED LIGHT FIXTURE. 3000 LUMEN MINIMUM, 4000K COLOR TEMPERATURE, 80CRI MINIMUM.

WITH INTEGRAL EMERGENCY BATTERY PACK AND NLIGHT CAPABILITIES ON BOARD.

ACUITY BRANDS EPANL 2X4 3000LM 80CRI 40K MIN1

NLIGHT MVOLT E10WCP

FE WALL MOUNTED, TRAPAZOIDAL EXTERIOR LIGHTING FIXTURE, LED, 4000 K, FORWARD THROW DISTRIBUTION, WITH INTGRAL LIGHT/MOTION SENSOR, UL WET LOCATION LISTED, INTEGRAL EMERGENCY

BATTERY PACK.

ACUITY BRANDS WST LED P2 40K VF 120 PIR1FC3V

E20WH DDBXD

120 V LED 36 VA MOUNT AT 9'-0" AFF TO BOTTOM OF FIXTURE

OR AS OTHERWISE NOTED ON PLAN SHEETS.

J2E 4', LED, SURFACE MOUNTED LINEAR FIXTURE. 4000K COLOR TEMPERATURE, 80CRI MINIMUM, 3000 LUMENS

MINIMUM. WITH INTEGRAL EMERGENCY BATTERY PACK.

ACUITY BRANDS ZL1D L48 3000LM FST MVOLT 40K 80CRI

E10WLCP WH

X RECESSED EDGE LIT LED EXIT SIGN, CEILING MOUNTED, RED LETTERS, CLEAR BACKGROUND AND SINGLE

OR DOUBLE FACE

ACUITY BRANDS EDGR 1 R EL SD 120 V LED 10 VA

SHELVES

K-3427HIG HLINETO ILETSVITREO US CHINA

K-3427HIGHLINE TOILETSVITREOUS CHINA

SD

SDSD

SD SD SD

SD SD

P P P P P

J

M M M

2TYPICAL

5 55 5

PL1-6

PL1-11

PL1-9

PL1-17

PL1-14

PL2-2

PL2-4

PL1-15

PL1-12

PL1-12

PL2-8

PL2-8

PL1-7

PL1-7

PL1-10

PL2-3

PL2-11

PL2-9

PL1-2 PL1-2 PL1-4 PL1-4

PL2-5

PL2-7

PL2-5

PL2-7

PL1-13

PL2-6 PL2-6 PL2-6

PL2-12

WPPL1-12

WP

FACP

PL2-1

3126-ODU 1

3126-(E)CU 2

3126-(E)CU 1

3126-(E)AHU 1

3126-(E)AHU 2

PL2-13,15

PL1-23,25

PL1-27,29

30AR

30AF

3R

PL1-13126-(E)EWH 1

3126-EF 2 3126-EF 3 3126-EF 4

PL2-16 PL2-16

PL2-16

101010

PL2-16

3126-EF 1

3126-CP 1 PL1

PL1-8

PL1-8

PL2-10

30AR

20AF

3R

PL1-16

EXISTING

FIRE ALARM

CONTROL

PANEL

"FACP"

ADDRESSABLE FIRE

ALARM PANEL WITH

BATTERY BACK UP

EXISTING DIALER,

PROVIDE DEDICATED

TELEPHONE

CONNECTION

GROUND FLOOR

R R

TYPICAL CONTROL RELAYS

INDICATING DEVICES

TYPICAL INITIATION DEVICES

ROOF

SDHD

EP-101

ELECTRICAL - POWER BLDG 3126 -

NEW BUILDING 3126

1/4" = 1'-0"1 ELECTRICAL BLDG 3126- NEW

1. LOCAL MAINTENANCE DISCONNECT, COORDINATE EXACT LOCATION WITH MECHANICAL

EQUIPMENT PRIOR TO CONSTRUCTION. IDU POWER FED FROM ASSOCIATED ODU. PROVIDE

CONDUIT AND CABLES AS REQUIRED BY MANUFACTURERS INSTALLATION INSTRUCTIONS FOR A

CODE COMPLIANT INSTALLATION.

2. PROVIDE NEW FIRE ALARM INITIATION AND NOTIFICATION DEVICES. CONNECT NEW FIRE ALARM

DEVICES TO EXISTING FIRE ALARM CONTROL PANEL. NEW DEVICES SHALL BE COMPATIBLE

WITH EXISTING FIRE ALARM SYSTEM. EXISTING FIRE ALARM SYSTEM IS SIMPLEX 4100U FIRE

CONTROL.

3. EXISTING MAIN ELECTRICAL GROUND BAR.

4. NEW TELECOMMUNICATIONS MAIN GROUND BUSBAR. REFER TO SHEET T-501 FOR MORE

INFORMATION.

5. TOP OUTLET(S) OF DUPLEX AND DOUBLE DUPLEX RECEPTACLES INDICATED SHALL BE

CONNECTED TO THE PLUG LOAD CONTROLLED POWER PACK VIA THE VACANCY SENSOR

LOCATED IN THE ROOM. CONTROLLED OUTLETS SHALL BE IDENTIFIED PER NEC 406.3(E).

OUTLETS SHALL BE DE-ENERGIZED WHEN SENSOR TIMES OUT AND SWITCHES LIGHTS OFF.

REFER TO PLUG LOAD CONTROL DIAGRAM ON SHEET E-502 FOR MORE INFORMATION.

6. EXISTING EQUIPMENT TO REMAIN AS INSTALLED.

7. EXISTING MECHANICAL EQUIPMENT. EXISTING CIRCUITS TO REMAIN AS INSTALLED.

8. (2)#10AWG CU, #10AWG CU GROUND IN 3/4" CONDUIT.

9. (2)#6AWG CU, #10AWG CU GROUND IN 3/4" CONDUIT.

10. LOCAL MAINTENANCE DISCONNECT. COORDINATE EXACT LOCATION WITH MECHANICAL

EQUIPMENT PRIOR TO CONSTRUCTION. EXHAUST FAN SHALL BE INTERLOCKED LOCAL LIGHTING

CONTROLS. REFER TO SHEET E-502 FOR MORE INFORMATION.

11. DUPLEX OUTLET FOR CONNECTION OF OVER COUNTER MICROWAVE. COORDINATE EXACT

LOCATION AND MOUNTING HEIGHT IN FIELD AND WITH ARCHITECTURAL DRAWINGS PRIOR TO

CONSTRUCTION.

N 0 2' 4' 8' 12'

N.T.S2 FIRE ALARM RISER DIAGRAM

1 EXIT SIGN MOUNTING - GYPBOARD CEILING

NTS

WIRE TIE THROUGH

MOUNTING CHANNEL

& CROSS BEAM, TYP.

INTEGRAL GALVANIZED LIPPED

STEEL MOUNTING CHANNEL

GENERAL NOTE:

1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING

INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE.

DRYWALL CEILING

CROSS TEE, TYP.

GYPSUM

BOARD

CEILING MAIN

BEAM.

6.35mm (1/4") SCREW

LOCKING SQUARE

WASHER & NUT

JUNCTION BOX

FIXTURE WHIP FROM JUNCTION

BOX (1829mm (6') LONG MAX)

HANGER WIRE AND MOUNTING

CHANNEL ATTACHED TO STRUCTURE

REFER TO SPECIFICATION SECTION

26 51 00 DRYWALL CEILING

CROSS TEE, TYP.

CEILING HANGER WIRE

2 EXIT SIGN MOUNTING - LAY-IN CEILING

INTEGRAL GALVANIZED LIPPED

STEEL MOUNTING CHANNEL

GENERAL NOTE:

1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING

INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE.

ARCHITECTURAL

CEILING GRID

ACOUSTICAL

CEILING

TILE (TYP)

WIRE TIE THROUGH

MOUNTING CHANNEL

& CROSS BEAM, TYP.

HANGER WIRE AND MOUNTING CHANNEL

ATTACHED TO STRUCTURE REFER TO

SPECIFICATION SECTION 26 51 00

FIXTURE WHIP FROM JUNCTION

BOX (1829mm (6') LONG MAX)

CEILING HANGER WIRE

WASHER & NUT

6.35mm (1/4") SCREW

3 FLOOR SLAB PENETRATION DETAIL

9.52mm

(SIZE AS REQUIRED)

CONDUIT FITTING

SPRING

NUT, TYP

FLOOR SLAB,

TYP.

FIRESTOP SEALANT

PER SECTION 07 84 00,

FIRESTOPPING

CONDUIT, TYP MINERAL WOOL

(FIRMLY PACKED)

INTEGRAL GALVANIZED

LIPPED STEEL MOUNTING

CHANNEL, TYP.

STEEL EXPANSION

ANCHOR, TYP

(3/ 8") M AX

4 CONDUIT TRAPEZE MOUNTING DETAIL

CONDUIT CLAMP.

SIZE AS REQUIRED

INTEGRAL

GALVANIZED

LIPPED STEEL

MOUNTING

CHANNEL

REFER TO PLANS FOR

QUANTITY & SIZE OF

CONDUITS

GENERAL NOTES:

1. INTEGRAL GALVANIZED LIPPED STEEL MOUNTING

CHANNEL LONGER THAN 915mm (36") SHALL BE

INSTALLED WITH A CENTER SUPPORT ROD.

2. FASTEN THREADED ROD TO STRUCTURE BY APPROVED

METHOD PER SPECIFICATION 26 05 33, RACEWAY AND

BOXES FOR ELECTRICAL SYSTEMS. FIELD VERIFY EXACT

CONDITIONS.

3. FOR TRAPEZE INSTALLATIONS IN SEISMIC AREAS REFER

TO SPECIFICATION SECTION 13 05 41, SEISMIC

RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL

COMPONENTS.

WASHER & LOCKNUT

9.52mm (3/8") MIN

GALVANIZED THREADED

ROD, TYP.

INTEGRAL

GALVANIZED

LIPPED STEEL

MOUNTING

CHANNEL

WASHER & LOCKNUT

LE NGTH AS REQU IRED

5 GROUNDING BAR DETAIL

(2 m

(4

( 1")

25mm (1")

(1")

(2")

51mm

(1 1/ 2") TYP

38mm

(1

(5

8")

6.35mm

(1/4") DIA.

MOUNTING

HOLES TYP. OF

(4)

BASE

CLAMP/

BRACKET

9.52mm (3/8")

DIA. HOLE TYP.

OF (6)

9.52mm (3/8") x 16mm (5/8")

HEX HEAD BOLT

9.52mm (3/8") LOCK WASHER

9.52mm (3/8") FLAT WASHER & 9.52mm (3/8") LOCK WASHER

6.35mm

(1/4") THICK

CU BAR

(2'- 0") MI N

610mm

6.35mm (1/4")

DIA. HOLE TYP

OF (8)

GENERAL NOTES:

1. ALL HARDWARE SHALL BE STAINLESS STEEL.

2. PROVIDE 1 MOUNTING POINT PER 305mm (12") OF BAR LENGTH.

3. HOLES MAY BE ADDED IF REQUIRED.

SECTION

STEEL

EXPANSION

ANCHOR

INSULATOR

9.52mm (3/8") FLAT WASHER

E-501

ELECTRICAL DETAILS BUILDING 3126

Section A-A

1A 1B

SPECIFIED TECHNOLOGIES INC- SPECSEAL LCI SEALANT

* INDICATES SUCH PRODUCTS SHALL BEAR THE UL

OR CUL CERTIFICATION MARK FOR JURISDICTIONS

EMPLOYINGTHE UL OR CUL CERTIFICATION (SUCH AS

CANADA), RESPECTIVELY.

SYSTEM NO. W-L-5122

1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE

CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES

WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING

CONSTRUCTION FEATURES:

A.

STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL

CHANNEL STUDS. WOOD STUDS

TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE AND

SPACED MAX 24 IN. OC.

B. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL

WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 7-1/2 IN.

THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL

ASSEMBLY IN WHICH IT IS INSTALLED.

2. THROUGH PENETRANT - ONE METALLIC PIPE OR TUBE TO BE INSTALLED ECCENTRICALLY OR CONCENTRICALLY

WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL

ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES AND TUBES MAY BE USED:

A. STEEL PIPE - NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE.

B. IRON PIPE - NOM 4 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.

C. COPPER PIPE - NOM 2 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

D. COPPER TUBE - NOM 2 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE.

3. TUBE INSULATION - PLASTICS# - NOM 3/4 IN. THICK ACRYLONITRILE BUTADIENE/POLYVINYL CHLORIDE (AB/PVC)

FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. ANNULAR SPACE SHALL BE MIN 0 IN. (POINT CONTACT) TO

MAX 1-1/2 IN.

SEE PLASTICS (QMFZ2) CATEGORY IN THE PLASTICS RECOGNIZED COMPONENT DIRECTORY FOR NAMES OF

MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MEETING THE ABOVE SPECIFICATIONS

AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED.

4. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN

ANNULUS, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. AT POINT CONTACT LOCATION, MIN 1/4 IN. DIAM

BEAD OF FILL MATERIAL APPLIED AT INSULATED METALLIC PIPE/GYPSUM BOARD INTERFACE ON BOTH

SURFACES OF WALL.

1/16" THICK WHITE PLASTIC

WITH COLORED FACE PER

SPECIFICATIONS

1/2" HIGH LETTERING FOR

EQUIPMENT NAME

1/4" HIGH LETTERING FOR

REMAINING TEXT

ADHESIVE BACKING WHEN

INSTALLED IN CONDITIONED

SPACES

EQUIPMENT VOLTAGE

EQUIPMENT NAME

FASTEN WITH BRASS SCREWS

WHEN LOCATED IN NON-

CONDITIONED OR EXTERIOR

EQUIPMENT SOURCE

(PANEL & CIRCUIT)

120V, 1PH

FED FROM "MDP-4"

AHU-X

AHU-X

240V, 1PH

FED FROM "MDP-4"

120/240V, 1PH, 3W

FED FROM PANEL "XXXX"

VIA T-XXX

TYPICAL 120/240V PANELBOARD

PANEL "XXXX"

1/16" THICK WHITE PLASTIC

WITH COLORED FACE PER

SPECIFICATIONS

1/2" HIGH LETTERING FOR

PANELBOARD NAME

1/4" HIGH LETTERING FOR

REMAINING TEXT

ADHESIVE BACKING WHEN

INSTALLED IN CONDITIONED

80"

48"

90"

54"

18" AFF

6" AFC

36"

AFF

FIRE HORN (OR CHIME) &

LIGHT 80" AFF FROM

BOTTOM OF DEVICEEXIT

DUPLEX

RECEPTACLE

CENTERED BETWEEN

DOOR & CEILING

(COORDINATE WITH

ARCHITECT)

CENTERED OVER

DOOR (WHERE

APPLICABLE)

FA PULL STATION

SWITCH

TELE. OUTLET

CLOCK

OUTLET

VOLUME

CONTROL

SPECIAL POWER OUTLET

FINISHED FLOOR

DUPLEX RECEPTACLE

REMOTE TEST

VC

COMPUTER

OUTLET

RT

TELE. OUTLET

TELEVISION OUTLET42" A.F.F. W/ 36" COUNTER,

39" A.F.F. W/ 30" COUNTER,

48" A.F.F. WITHOUT COUNTER

78" MAX. TO

TOP DEVICE

OR AS NOTED ON PLANS

WALL MOUNTED LIGHT

FIXTURES AS NOTED ON

PLANS

PANELBOARD

L

CL

CL CL

STUD TO STUD TELESCOPING BOX SUPPORT, B-

LINE BB2 SERIES OR EQUAL.

CONDUITS

EQUIPMENT

GROUND

CONDUCTOR

GROUND SCREW

ON WIRING DEVICE.

GROUND SCREW

IN OUTLET BOX.

PLASTER RINGNEUTRAL CONDUCTOR

HOT CONDUCTOR

METAL STUD

DRYWALL

PLASTER RING

CONDUIT

4 SQUARE OUTLET BOX

OUTLET BOX SECURED TO BOX

SUPPORT

WIRE NUT (TYP.)

GROUND SCREW IN OUTLET

BOX.

PHASE A

PAHSE B

PHASE C

NEUTRAL

GROUND

BLACK

RED

BLUE

WHITE

GREEN

VOLTAGE

240V/120V

IDENTIFICATION OF GROUNDED CONUCTORS SHALL

BE PERFORMED BASED ON NEC ARTICLE 200.

TO

SOURCE

ID#

B B

G V

PLUG LOAD CONTROL POWER

PACK (1 PACK REQUIRED FOR

EACH RECEPTACLE CIRCUIT BEING

CONTROLLED)

SMALL OFFICES WITH

OCCUPANCY/VACANCY SENSORS AND DIMMING

CONTROL

B B

LIGHTING CONTROL NOTES:

1. RISERS DIAGRAMS ARE TO SHOW DESIGN INTENT FOR

STANDALONE AND NETWORK AREAS.

2. SENSORS AND POWER PACKS MUST OPERATE IN VACANCY

MODE OR OCCUPANCY MODE OF OPERATION.

3. REFER TO FLOOR PLANS FOR QUANTITIES OF CONTROL

DEVICES SUCH AS OCCUPANCY SENSORS, PHOTOCELLS, AND

DIMMER SWITCHES.

4. QUANTITIES OF DIMMING POWER PACKS AND UL924 DIMMING

POWER PACKS REQUIRED PER SWITCH LEGS AND ZONES.

5. ROOM LOCATIONS LISTED BELOW INDICATE GENERAL DESIGN

INTENT BUT ARE NOT LIMITED TO JUST THOSE SPECIFIC

ROOMS.

CAT 5 (LOW VOLTAGE)

CLASS 1 (LINE VOLTAGE)

CLASS 2 (LOW VOLTAGE)

WIRE LEGEND

EQUIPMENT LEGEND

OCCUPANCY/VACANCY SENSOR AND

PHOTOCELL COMBO

MODEL #: nCM PDT 10 ADCX

ON/OFF RAISE/LOWER

DIMMER OVERRIDE SWITCH

MODEL #: Npodm DX

DIMMER/VACANCY DIMMING PACK

MODEL #: NPP16 D SA

PLUG LOAD CONTROL POWER PACK

MODEL #: NPP20 PL

SENSORSWITCH nLight

RESTROOMS EXHAUST FAN INTERLOCKED WITH

OCCUPANCY SENSORS

LIGHTING CONTROL NOTES:

1. SENSORS AND POWER PACKS MUST OPERATE IN VACANCY

MODE OR OCCUPANCY MODE OF OPERATION.

2. REFER TO FLOOR PLANS FOR QUANTITIES OF CONTROL DEVICES

SUCH AS OCCUPANCY SENSORS, PHOTOCELLS, AND CONTROL

SWITCHES.

3. QUANTITIES OF POWER PACKS REQUIRED PER SWITCH LEGS

AND ZONES.

EXHAUST

FAN

H

RESTROOM

LIGHTS

H

SWITCHING AND 0-10V DIMMING

PACK MODEL #: nPP16 D

EQUIPMENT LEGEND

DIMMER/OCCUPANCY/VACANCY WALL

SWITCH COMBINATION UNIT

MODEL #: WSX PDT D

SENSORSWITCH nLight

CAT 5 (LOW VOLTAGE)

CLASS 1 (LINE

VOLTAGE)

WIRE LEGEND

E-502

ELECTRICAL DETAILS BUILDING 3126

N.T.S.

CONDUIT PENETRATION OF FIREWALL1 N.T.S.

EQUIPMENT NAMEPLATE2 N.T.S.

PANELBOARD NAMEPLATE3

TYPICAL MOUNTING HEIGHTS4 N.T.S.

TYPICAL RECEPTACLE MOUNTING DETAIL5

WIRE COLOR CHART6

PLUG LOAD/LIGHTING CONTROL DIAGRAM7 N.T.S.

LIGHTING CONTROL DIAGRAM8

SWITCH, MULTIPOSITION

SWITCH, NORMALLY CLOSED FLOAT

SWITCH, NORMALLY CLOSED FOOT OPERATED

SWITCH, NORMALLY CLOSED LIMIT

SWITCH, NORMALLY CLOSED TIME DELAY

SWITCH, NORMALLY CLOSED TEMPERATURE ACTIVATED

SWITCH, NORMALLY OPEN FLOAT

SWITCH, NORMALLY OPEN LIMIT

SWITCH, NORMALLY OPEN TEMPERATURE ACTIVATED

SWITCH, NORMALLY OPEN TIME DELAY

SWITCH, SINGLE BREAK

FUSE WITH RATING

NORMALLY CLOSED RELAY CONTACT

NORMALLY OPEN RELAY CONTACT

MOLDED CASE CIRCUIT BREAKER

LOW-VOLTAGE DRAWOUT AIR CIRCUIT BREAKER

HIGH-VOLTAGE OIL CIRCUIT BREAKER

HIGH-VOLTAGE DRAWOUT AIR CIRCUIT BREAKER

SWITCH AND FUSE UNIT

FUSED DRAWOUT POTENTIAL TRANSFORMER

ELECTRICAL SYMBOLS - DIAGRAM

MOTOR, SINGLE-PHASE

MOTOR, THREE-PHASE

DELTA CONNECTION

TRANSFORMER

WYE CONNECTION

EARTH GROUND

PULL BOX

PRESSURE SWITCH-CLOSE ON INCREASE

PRESSURE SWITCH-OPEN ON INCREASE

FUSIBLE LINK

TIME CLOCK

GENERATOR, POWER

BATTERY

CAPACITOR

LIGHTNING ARRESTOR

RECTIFIER, CATHODIC PROTECTION SANITARY

RELAY

50 = INSTANTANEOUS OVERCURRENT OR

RATE-OF-RISE

51 = AC-TIME OVERCURRENT

67 = AC-DIRECTIONAL OVERCURRENT

86 LOCKING OUT

DISCONNECT SWITCH, FUSED

DISCONNECT SWITCH, UNFUSED

STARTER, COMBINATION WITH DISCONNECT SWITCH

STARTER OR MOTOR CONTROLLER

POTHEAD

STRESS CONE

METER

AMMETER

VOLTMETER

WATTMETER

WATT-HOUR METER

PB

TC

J

V

W

WH

ABC

PA…

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