Attachment 09 Repair Upgrade Fire Suppression System Bldg 579 SOW.pdf

PDF 25 MB Posted May 13, 2023

Attached to: Civil Engineering Building and Utilities Mechanical III (CE BUMP III) at Arnold AFB
Solicitation number: FA910123RB007
Issued by: Department of the Air Force Materiel Command Test Center

About this file

Written by GovTribe AI · Dec 30, 2023

This document provides the statement of work for the repair and upgrade of the fire suppression system in Building 579 at Arnold Air Force Base as part of the Civil Engineering Building and Utilities Mechanical Program III solicitation. The solicitation seeks proposals to repair and upgrade the fire suppression system, which includes replacing the existing wet pipe sprinkler system with a dry pipe sprinkler system, installing a fire pump, replacing valves, piping, and sprinkler heads, and performing associated testing and inspections. Proposals are due by the date specified in the solicitation documents for the Civil Engineering Building and Utilities Mechanical Program III opportunity issued by the Department of the Air Force Materiel Command Test Center.

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Other files

File	Type	Posted
CE BUMP III Q and A 15 June 23.pdf	PDF	Jun 15, 2023
Amendment 0005 Solicitation FA910123RB007.pdf	PDF	Jun 15, 2023
Amendment 0004 Solicitation FA910123RB007.pdf	PDF	Jun 9, 2023
CE BUMP III Q and A 09 June 23.pdf	PDF	Jun 9, 2023
APTU CO2 Photos 2 IRA-6884.pdf	PDF	Jun 2, 2023
A06 SHE Standards.pdf	PDF	Jun 2, 2023
CE BUMP III Q and A 02 June 23.pdf	PDF	Jun 2, 2023
APTU CO2 Photos 1 IRA-6867.pdf	PDF	Jun 2, 2023
Site Visit Roster.pdf	PDF	Jun 2, 2023
Solicitation FA910123RB007 Amendment 0003.pdf	PDF	Jun 2, 2023
FA9101-23-R-B007 0002 Amendment.pdf	PDF	May 25, 2023
Attachment 07 Questions and Answers Template.xlsx	XLSX spreadsheet	May 13, 2023
Attachment 12 Section M.pdf	PDF	May 13, 2023
FA9101-23-R-B007 CE BUMP III RFP Cover Letter.pdf	PDF	May 13, 2023
Attachment 03 Wage Determination Franklin Co.pdf	PDF	May 13, 2023
Attachment 05 Standard Security Measures.pdf	PDF	May 13, 2023
Attachment 01 CE BUMP III SOW.pdf	PDF	May 13, 2023
Attachment 04 Arnold AFB Environmental Commitment Statement.pdf	PDF	May 13, 2023
Attachment 02 Wage Determination Coffee Co.pdf	PDF	May 13, 2023
Attachment 08 Past Performance Questionnaire.docx	DOCX document	May 13, 2023
Attachment 06 Subcontractor Consent Letter.docx	DOCX document	May 13, 2023
Attachment 10 Price Proposal.xlsx	XLSX spreadsheet	May 13, 2023
Attachment 11 Section L.pdf	PDF	May 13, 2023
Model Contract - FA910123RB007.pdf	PDF	May 13, 2023

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13776-21-016

ANZY209019

SOW NO. 13776-21-016

29 July 2021

STATEMENT OF WORK

DESIGN/BUILD

REPAIR/UPGRADE APTU CO2 FIRE SUPPRESSION SYSTEM, BLDG. 579

ARNOLD ENGINEERING DEVELOPMENT COMPLEX

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

NOT SENSITIVE

IRA-5792

NOT SENSITIVE – IRA-5792

ANZY209019 Table of Contents -1

TABLE OF CONTENTS

1 SCOPE

1.1 General

2 APPLICABLE DOCUMENTS

2.1 Government Documents

2.2 Non-Government Documents

2.3 Drawings

2.4 Specifications

3 REQUIREMENTS

3.1 General

3.2 Service Requirements

3.3 Qualifications

3.4 Design/Technical Requirements

3.5 Installation

3.6 Verification and Testing

3.7 Training

3.8 Quality Assurance

3.9 Submittals

Appendix A – Reference Drawings

Appendix B – CSI Specification Sections

ANZY209019 Page -1

1.1

1.2

1.3

1.4

SCOPE

General: Contractor shall provide all services, engineering, plans, labor, equipment, supplies, and materials to design, repair, and upgrade the CO2 fire suppression system for buildings 579. Work shall be performed at Arnold Air Force Base, Tennessee. Installation, repair, upgrades, testing, and acceptance shall be performed within a an eight(8) week outage period.

Design and installation of the fire systems shall be performed and stamped by a Qualified Fire Protection Engineer (QFPE) in the State of Tennessee. The fire protection system installation shall be performed by a certified Fire Protection Contractor licensed in the State of Tennessee.

Lead and asbestos materials are not anticipated during execution of this project.

However, if the Contractor encounters lead or asbestos materials, the Contractor shall cease work and immediately notify the Government for further instruction.

The work includes site investigations, verification of existing as-built conditions, analysis, space utilization, occupant activity, energy source, equipment selection, and detailed drawings that clearly show new equipment locations, interfaces, and interferences. The Contractor is strongly encouraged to visit the site to verify existing conditions prior to submitting proposals or beginning design work. All proprietary equipment or software necessary shall be provided as part of this contract.

2. APPLICABLE DOCUMENTS: All fire systems shall be designed and installed in accordance with the latest edition of the following standards and primary industry codes. However, Contractor shall determine and comply with all industry standard required codes.

2.1 Government Documents:

2.1.1 AEDC Safety, Health, and Environmental (SHE) Standards latest version, available upon request from the Government. The Contractor shall determine applicable SHE Standards and include in their specification.

A. A6 with Supplement User and Subcontractor Safety (Mandatory Documents/Submittals).

B. A10 Job Safety Analysis.

2.1.2 AEDC Engineering Standards:

A. T3 Engineering Design and Drafting Practices, 2013.

2.1.3 United Facility Criteria:

A. UFC 3-600-01 Fire Protection Engineering for Facilities.

ANZY209019 Page -2

2.2 Non-Government Documents:

2.2.1 Contractor shall consider all relevant industry code standards in performing this scope of work. The following is a list of the primary code requirements.

2.2.2 National Fire Protection Association:

A. NFPA 12-18 Carbon Dioxide Extinguishing Systems.

B. NFPA 70-20 National Electrical Code (NEC).

C. NFPA 72-19 National Fire Alarm and Signaling Code.

D. NFPA 101-18 Life Safety Code.

E. NFPA 423-16 Construction and Protection of Aircraft Engine Test Facilities.

2.3 Drawings

2.3.1 Reference Drawings

A. The reference drawings in Appendix A of existing infrastructure, systems, structures and conditions are provided “for information only”. The information on these drawings may or may not reflect exact conditions at the current site. It is at the Contractor’s expense and it is the Contractor’s responsibility to verify applicable conditions and dimensions before proceeding with any work.

2.3.2 Specifications: The following CSI Specification sections (relevant to AEDC) are provided in Appendix B. The Contractor shall include requirements in these specification sections in their design. Applicable codes and standards within these specification sections apply to this scope of work.

A. B.1 - 01 10 00 - Job Conditions at AEDC.

B. B.2 - 01 33 00 - Submittal Procedure.

C. B.3 - 01 74 19 - Construction Waste Management and Disposal.

3. REQUIREMENTS

3.1 General:

3.1.1 Authority Having Jurisdiction: The designated Authority Having Jurisdiction (AHJ) will be the determining official to resolve any differences in requirements among the codes cited. The AHJ will also make the final determination of the application of code requirements to AEDC. The Contractor shall obtain through the Contracting Officer the AHJ’s approval in writing in resolving such conflicts. In

ANZY209019 Page -3

NFPA publications referred to herein, consider advisory provisions to be mandatory, as though the word "shall" had been substituted for "should" wherever it appears; interpret reference to "authority having jurisdiction" to mean the Contracting Officer’s designated representative.

3.1.2 Personnel: Provide a list of personnel assigned to this project with telephone numbers and email addresses. Identify the team design lead and respective design discipline of each member of the team. The Contractor shall be available for contact during the construction.

3.1.3 Work Schedule: Work schedules shall be coordinated in advance with Government Representative. Government escorts will be provided for all work in secure areas. Installation, repair, upgrades, testing, and acceptance shall be performed within a an eight(8) week outage period.

3.1.4 Schedule: Within 10 days following notice to proceed, prepare and submit an overall schedule showing each major design, procurement, and installation milestones and their proposed duration and completion dates. The schedule submitted shall conform to the contract performance period. The Government will furnish the schedule for areas affected by this work upon request of the Contractor. Contractor shall complete on-site construction work within 8 weeks.

3.1.5 Meetings: All meetings shall be conducted at AEDC unless otherwise specified by the Government.

3.1.6 Ownership: Final design documentation shall become the sole property of the Government.

3.1.7 The Contractor shall generate specifications and drawings to be used during the construction (or installation) of the project. The Contractor shall determine applicable sections to be included in the construction documents. Specifications shall not be marked “proprietary” or “company confidential.” All Contractor-generated specifications will become the property of the Government.

3.1.8 Contractor shall provide all design/build services for the scope of work defined herein.

3.1.9 Contractor shall provide and submit all design calculations, drawings and specifications (CSI format) in accordance with industry code standards and Government standards herein.

3.2 Service Requirements:

3.2.1 Investigation and surveys:

A. Onsite as-built conditions. Contractor shall verify drawings and existing conditions. Submit findings to the Government before beginning work.

ANZY209019 Page -4

3.2.2 Design Reviews: The Contractor shall conduct meetings at Arnold AFB with the Government and AEDC stakeholders and shall provide meeting minutes and comment resolution for the following:

A. 30% Design Review.

B. 60% Design Review.

C. 90% Design Review.

D. 100% Final Review.

3.2.3 Allow a minimum of 14 calendar days once submission is received for the Government to review submissions made by the Contractor.

3.2.4 After each Government review of the design package submittals, the Contractor shall make changes and corrections as necessary. The Contractor shall furnish the Government written disposition of the review comments within 14 calendar days of receipt of the comments. The disposition of comments may be presented at the design review meeting.

3.2.5 The Contractor shall prepare and submit meeting minutes for each meeting with the Government or the Government Representative. Meeting minutes shall be submitted within one week after the meeting. Meeting minutes shall be considered final after approval by the Government.

3.2.6 Final fire related drawings and calculations shall be stamped by a Qualified Fire Protection Engineers licensed in the State of Tennessee. Final drawings and calculations not related to fire shall be stamped by a Professional Engineer that is qualified for each respective discipline.

3.2.7 Required design submittals: Proceed with project design upon receiving and incorporating Government comments from each phase according to Appendix B.2.

3.2.8 All submittals shall be in accordance with Appendix B.2 Submittal Procedure. In addition to design review meetings, the Government may request status updates or technical discussion by phone.

3.2.9 Design Reviews: Proceed with project design upon receiving and incorporating Government comments from each phase according to the following:

A. Design Concepts/Investigation Study Phase (30% Design Review):

Perform an on-site pre-design review and inspections to verify existing conditions. At the outset of the conceptual design, the work shall commence with a meeting with the Government, Contractor, and users to fully understand and confirm requirements and design alternatives.

Provide conceptual designs, hazard analyses, code analyses, ANZY209019 Page -5 construction schedule, and budgetary cost estimates. This design document package shall be submitted to the Contracting Officer within 40 days after Notice to Proceed (or date as agreed to by the Government).

B. (60% Design Review): Provide all catalog cut sheets detailing technical information for the components of each system. Provide working plans, current as built drawing detailing the system affected by the scope of work, and preliminary calculations. Provide specification for all materials being used on the design. This design document package shall be submitted to the Contracting Officer within 40 days after receipt of 30% design review comments (or date as agreed to by the Government).

C. (90% Design Review): Provide final drawings, estimates, specifications, calculations, and analysis. This design document package shall be submitted to the Contracting Officer within 40 days after receipt of 60% design review comments (or date as agreed to by the Government).

Drawings shall show floor plan of all construction, fire alarm equipment, and fire alarm devices.

D. Final Design (100%): Prior to beginning construction, furnish final design documentation including drawings, specifications, estimates, calculations, and other required deliverables. Drawings shall be stamped by a Qualified Fire Protection Engineer, licensed in the State of Tennessee. This design package shall be submitted to the Contracting Officer within 14 calendar days after receipt of 90% design review comments. The final design shall be submitted as one package including drawings, specifications and calculations. The Contractor shall include a Drawing Index to the Title Sheet and include it in the design package. For drawing format, reference AEDC Engineering Standard T3, Engineering Design and Drafting Practices. All drawing submittals shall be in accordance with Appendix B.2 Submittal Procedure in English units of measure. Final design documentation shall become the sole property of the Government and shall be used by the Government without encumbrance or restrictions.

E. Final calculations and meeting minutes shall be in accordance with Appendix B.2 - Submittal Procedure. Meeting minutes will be considered final after approval by the Government.

F. Design review documentation, including hazard analysis, engineering drawings, equipment, materials, and calculations shall be sent to the Contracting Officer electronically followed by five hard copies received 14 calendar days prior to the design review date for approval. Calls between the Contractor and the Government Representative shall be placed at least weekly for technical discussion and updates.

ANZY209019 Page -6

3.3 Qualifications:

3.3.1 Design Services: Design drawings shall be prepared by or under the supervision of a registered Fire Protection Engineer licensed in the State of Tennessee.

Submit copy of the professional engineering license.

3.3.2 Shop Drawing Services: Shop drawings and calculations for Special Hazards fire systems shall be prepared by an individual with a National Institute for Certification in Engineering Technologies, Special Hazards Systems, NICET Level III certification. Submit a copy of the NICET Level III certifications of the individual(s) preparing the shop drawings.

3.3.3 Installer: The installation of the fire protection system shall be performed by a Fire Protection Contractor with the licenses required by the State of Tennessee.

A NICET Level III fire alarm technician shall supervise the installation of the fire alarm system. A NICET Level II or higher fire alarm technician shall install and terminate fire alarm devices. A NICET Level II or higher Special Hazards Systems technician shall install and terminate Special Hazards Systems. Submit a copy of the NICET certifications for the installation supervisor and installer individuals.

3.3.4 Testing: A NICET Level III fire alarm technician shall be utilized to test and certify the fire alarm devices, cabinets, and panels. A NICET Level III Special Hazards Systems shall test CO2 system. Submit copy of the NICET certifications for the testing individuals.

3.4 Design/Technical Requirements:

3.4.1 CO2 System

G. The system design shall comply with the requirements of all applicable code/standards and shall include but are not limited to NFPA 12, NFPA 70, NFPA 72, NFPA 101, NFPA 423, UFC 3-600-01, and all other applicable NFPA standards required by UFC 3-600-01.

H. The system design shall include but not be limited to wiring, raceways, fire suppression valves, controls, control consoles, control panels, battery backup, and all associated initiation and notification devices and miscellaneous items required for a complete operating system as determined by QFPE. Final quantity, system layout, and coordination are the responsibility of the Contractor.

I. The Contractor shall verify all technical requirements necessary for the design of the modifications to the existing CO2 suppression system for applicable areas of Building 579. Materials and technical requirements provided herein are not necessarily exhaustive in nature.

ANZY209019 Page -7

J. The Contractor shall perform and submit a code analysis to determine all relevant and applicable code requirements. The code analysis shall be performed by a QFPE in accordance with UFC 3-600-01 and. Submit the code analysis to the Government for approval.

K. Based on investigations and as-builts recertification, Contractor shall integrate the suppression system with the existing interfaces to minimize interferences.

L. The Contractor shall perform and submit a hazard analysis to identify hazards in the facility. The hazard analysis shall be performed by a QFPE in accordance with UFC 3-600-01. Submit the hazard analysis to the Government for approval.

M. The Contractor shall be responsible for all required programming of the existing Fire Alarm Control Panel (Notifier 640).

N. Kirk Key System: Add a Kirk Key System to the CO2 System. Provide One Key Control.

O. The Contractor shall program the CO2 releasing panel to indicate the “Normal” or “Supervisory” condition for the CO2 valve tamper switches based on the mechanical state of the kirk key system as follows:

1. “Normal” – Kirk key system is set in “Closed valve” configuration and CO2 valves are closed.

2. “Normal” – Kirk key system is set in “Open valve” configuration and

CO2 valves are open.

3. “Supervisory” – Kirk key system is set in “Closed valve” configuration and CO2 valves are open.

4. “Supervisory” – Kirk key system is set in “Open valve” configuration and CO2 valves are closed.

P. Control Room Console:

1. Provide Momentary Push Button for CO2 Spurts.

2. Provide Press and Hold (3-5 second delay) Button for Flood Activations.

Q. Visual Notification: Provide Visual Notification only for CO2 Activations in the Control Room.

R. Manual Activation: Provide Manual activation only for CO2 System.

S. Output Signal: Provide the following output signals (24VDC) from the CO2 Releasing Panel:

1. Kirk Key Configuration.

ANZY209019 Page -8

2. CO2 System Armed/Disarmed.

3. Spurt Activation.

4. Cell Flood Activation.

5. Pit Flood Activation.

T. Double Block and Bleed: At CO2 Tank add a second main manual control valve to provide Double Block and Bleed isolation at the tank for maintenance purposes.

U. Provide Remote Pneumatic Station outside the control room to activate CO2 Spurts and Floods in the event electronics fail to activate the CO2 System.

V. Paint and label all CO2 Piping.

W. Label exhaust duct entry point.

3.5 Installation:

3.5.1 General

A. All work shall be performed in accordance with Appendix B.1, Job Conditions for requirements for performing work at AEDC.

B. After the approval of the 100% design, the Contractor shall attend a preconstruction conference at Arnold Air Force Base. At such conference the Contractor shall meet with the Contracting Officer and other selected personnel and be briefed on such things as safety issues, obtaining electrical hold orders, obtaining digging and burn permits, equipment and material lay-down area; pass, registration, and security issues, waste disposal, and test and inspection procedures.

C. During the project construction phase (8 week build performance period), the Contractor shall meet weekly with the Government Representative, or as requested, to provide an update on the status and coordinate activities.

D. Provide equipment, materials, installation, workmanship, inspection, and testing in strict accordance with the required and advisory provisions of NFPA 12, NFPA 70, NFPA 72, NFPA 101, NFPA 423, UFC 3-600-01, and except as modified herein. Provide system complete and ready for operation.

E. Remove ceiling tile and work around existing grid as required to perform work. Replace all damaged ceiling tiles or grid with same like and kind of integrated acoustical ceiling system to match existing.

ANZY209019 Page -9

F. All new wall, ceiling, or floor penetrations shall be sealed. Specific guidance will be given by the Government Representative at the on-site pre-design review and inspections.

G. After the final inspection and successful testing, the Contractor shall convene a construction completion conference. At this conference, all unresolved issues (punch list) shall be addressed and upon their resolution, the system shall be accepted by the Government.

3.5.2 Site Conditions

A. The system shall operate in an industrial setting. The Contractor shall become familiar with the existing site conditions, including site location, site configuration, topography, climate, site accessibility and adjacent land use.

3.5.3 Safety

A. The Contractor shall maintain a safe and healthy work environment for their employees in accordance with and documented in accordance with OSHA requirements and AEDC SHE Standards as identified during design. Prior to construction, the Contractor shall review the AEDC SHE Standards and submit a Safely Plan in accordance with AEDC SHE Standards A6 with Supplement.

3.5.4 Demolition

A. Submit a demolition plan prior to beginning construction. All construction waste shall be disposed of in accordance with Appendix B.3 Construction Waste Management and Disposal.

3.5.5 Installation Support:

A. Onsite supervision of construction.

B. Prepare Job Safety Analysis per AEDC Standard A10.

C. Conduct a pre-final walk through inspection with AEDC stakeholders.

D. Conduct a suppression/detection operational test.

3.5.6 Outages:

A. The Contractor shall coordinate outages (including utilities) with the Government Representative. The Contractor shall submit utility outage requests for Government approval at least two weeks prior to each requested outage date. Utility tie in’s such as electrical and any other

ANZY209019 Page -10 outages shall be identified during design, and coordinated as required. All material shall be on base prior to outage approval.

B. Outage approvals will be based on Air Force test Schedule.

C. During outage periods, the Contractor shall meet with the Government Representative daily, or as requested, to provide an update on the status and coordinate activities.

3.6 Verification and Testing:

3.6.1 Battery Testing – The Contractor shall verify that battery capacity complies with UFC 3-600-01 requirements.

3.6.2 Preliminary Acceptance Testing – The Contractor shall ensure that the systems are ready and shall perform preliminary tests before Final Acceptance Testing.

3.6.3 Final Acceptance Testing - The Contractor shall perform final acceptance testing in accordance with UFC 3-600-01. Coordinate testing with the Government.

3.6.4 The Government will accept the installation of the systems upon demonstration of successful acceptance testing and receipt of all submittals.

3.7 Training: The Contractor shall coordinate and provide 8 hours system training to the appropriate shops to include electricians, pipefitters, and fire department.

3.8 Quality Assurance:

3.8.1 Equipment and devices shall be compatible and operable with all other system components.

3.8.2 The recommended practices stated in the manufacturer's literature or documentation shall be considered as mandatory requirements.

3.8.3 Materials and equipment shall be the standard products of a manufacturer regularly engaged in the manufacture of similar products.

3.9 Submittals:

3.9.1 Provide all submittals in accordance with Appendix B.2 and as follows.

3.9.2 Do not purchase materials for this project until design is complete, approved, and material submittals have been approved by the Government in writing. Any work performed by the Contractor, without authorization of the Government, which does not conform to the Design Requirements of this Statement of Work shall be corrected by the Contractor at no additional cost to the Government.

3.9.3 This Statement of Work includes a list of submittals in 3.9.4 that are required during design or prior to installation. Specific information regarding design review

ANZY209019 Page -11 submittals are provided in Appendix B.2. Additional submittals are provided within this SOW and listed as follows:

A. The Contractor shall provide a proposed installation plan that minimizes the overall impact to the test facility. The installation plan shall indicate work breakouts that can be performed within an eight(8) week duration, including verification and acceptance testing.

B. The Contractor shall provide a maintenance plan for the proposed design solution. Include a list of proposed spare parts and consumables anticipated as part of a maintenance plan. Coordinate with the Government for approval.

C. Design drawings shall include, but not be limited to, QFPE code analysis, site plans, building plans, fixture locations, sections, elevations, details, and fixture schedules. Electronic documentation submitted in accordance with the Submittal Section in Appendix B.2.

D. The following submittals shall be provided before, during and after installation/construction and listed in the submittal register prepared by the Contractor.

1. The Contractor shall document and maintain a list of all modifications and substitutions made during the project and submit to the Government at conclusion of the project as part of as-built package.

2. Hazard Analysis.

3. Codes Analysis.

4. Schematic diagrams.

5. Operating and maintenance instructions.

6. Manufacturer’s cut sheets, and descriptive data for each piece of equipment.

7. Parts list and recommended spare parts. The list shall give the manufacturer’s name, part number, and vendor for each item.

8. Warranty: The Contractor shall provide a standard one year standard manufacturer warranty for all equipment, or manufacturer’s standard warranty, whichever is longer. The warranty period shall begin after acceptance at AEDC.

9. As-Built drawings: The Contractor shall provide final Record (As- Built) drawings showing final configuration of work accomplished.

10. Furnish all final shop drawings for review prior to fabrication.

11. Provide a copy of the Fire Panel Program in electronic format on

CD-ROM.

3.9.4 The submittals listed in Table 1 below shall be provided during or after design, before construction.

Table I.

ANZY209019 Page -12

No. Paragraph Reference Submittal Description Due

1 Para 3.1.2 List of personnel At kickoff meeting

2 Para 3.1.4 Design Schedule Within 10 days after award

3 Para 3.1.9 Design Calculations After receipt of 30%, 60%, 90%, 100% design review comments

4 Para 3.2.1.A Field Survey/Existing Conditions Before Beginning Work

5 Para 3.2.5 Meeting Minutes Within 1 week after meeting

6 Para 3.2.9.A 30% Design Review 40 days after notice of award

7 Para 3.3.9.B 60% Design Review 40 days after receipt of 30% design review comments

8 Para 3.2.9.C 90% Design Review 40 days after receipt of 60% design review comments

9 Para 3.2.9.D 100% Final Design 14 days after receipt of 90% design review comments

10 Para 3.3.1 Fire Protection Engineer License Within 10 days after task order award

11 Para 3.3.2 Certification of Individual doing shop drawings

Within 10 days after task order award

12 Para 3.3.3 Certification of installation contractor Within 10 days after task order award

13 Para 3.3.4 Certification of testing individual Within 10 days after task order award

14 Para 3.4.1.D Code Analysis At each design review submittal

ANZY209019 Page -13

No. Paragraph Reference Submittal Description Due

15 Para 3.4.1.E Hazard Analysis At the 30% design review submittal

16 Para 3.5.3 Safety and Health Plan Before beginning on site work

17 Para 3.5.4.A Demolition Plan Prior to beginning construction

18 Para 3.5.6.A Outage Requests 2 weeks prior to outage

ANZY209019 Appendix B.1-1

APPENDIX A

REFERNCE DRAWINGS

DRAWING REFERENCE

G E N E R A L N O T E S

DWG NO.

R E V I S I O N S

DATE:BY:REV.

DESCRIPTION

DESCRIPTION:

DRAWN BY:

DATE:

REV:

SCALE:

APP'D BY:

ELECTRICAL WIRING DIAGRAM

APTU BUILDING

ARNOLD AIR FORCE BASE

LOW PRESSURE CO2 FIRE EXTINGUISHING SYSTEM

D. BURKE

8/29/07

NTS

13776-21-016

ANZY209019 NOT SENSITIVE - IRA-5792 Appendix A - 1

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ELECTRICAL WIRING DIAGRAM FACP #2 - BUILDING FIRE ALARM

AutoCAD SHX Text GROUND SHIELDS AT THIS END ONLY . USE TWISTED, SHIELDED . USE TWISTED, SHIELDED PAIR CHARACTERISTIC IMPEDANCE 120 OHMS (+,- 20%) DO NOT ALLOW SHIELD DRAIN WIRE NOT ALLOW SHIELD DRAIN WIRE ALLOW SHIELD DRAIN WIRE TO ENTER ENCLOSURE. GROUND EXTERNALLY. .

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24VDC, POWER LIMITED USER POWER. 1.25A (MAX.) PER CIRCUIT.

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NEUTRAL

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12AH

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120V/1 /60HZFROM CUSTOMER'S DEDICATED, PROTECTED SUPPLY (3A MAX.)

AutoCAD SHX Text

DENOTES WIRING EXTERNAL TO PANEL.

AutoCAD SHX Text

DENOTES WIRING INTERNAL TO PANEL.

AutoCAD SHX Text DENOTES TWISTED, UNSHIELDED PAIR WIRE. OBSERVE POLARITY AS MARKED ON MODULE TERMINALS.

AutoCAD SHX Text 2.2K

AutoCAD SHX Text

.328A (TYP.)

AutoCAD SHX Text

W/P HORN/STROBE WIRING DETAIL

AutoCAD SHX Text

FROM PREVIOUS DEVICE OR FACP

AutoCAD SHX Text

TO NEXT DEVICE OR ELR

AutoCAD SHX Text

STROBE

AutoCAD SHX Text

AUDIBLE

AutoCAD SHX Text

TONE

AutoCAD SHX Text

SW2

AutoCAD SHX Text

SW3

AutoCAD SHX Text

SW4

AutoCAD SHX Text

HORN

AutoCAD SHX Text

BELL

AutoCAD SHX Text

MARCH TIME HORN

AutoCAD SHX Text

CODE 3 HORN

AutoCAD SHX Text

CODE 3 TONE

AutoCAD SHX Text

SLOW WHOOP

AutoCAD SHX Text

SIREN

AutoCAD SHX Text

HI/LOW

AutoCAD SHX Text

MULTI-TONE HORN SWITCH SETTINGS

AutoCAD SHX Text

SW1

AutoCAD SHX Text HI dBA

AutoCAD SHX Text

AutoCAD SHX Text LOW dBA

AutoCAD SHX Text

OUTPUT LEVEL

AutoCAD SHX Text

%%UMULTI-TONE HORN DETAILS

AutoCAD SHX Text

X = AS REQUIRED

AutoCAD SHX Text

OFFICE (BLDG. FIRE ALARM)

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 2.2K

AutoCAD SHX Text

TO MONACO TRANSCIEVER (SHT. E16)

AutoCAD SHX Text

ALARM

AutoCAD SHX Text

TROUBLE

AutoCAD SHX Text

15K ELR

AutoCAD SHX Text

AutoCAD SHX Text L1

AutoCAD SHX Text N

AutoCAD SHX Text

GND

AutoCAD SHX Text

%%UBATTERY CALCULATION

AutoCAD SHX Text

15K ELR

AutoCAD SHX Text

SHLD

AutoCAD SHX Text

XMT+

AutoCAD SHX Text

XMT-

AutoCAD SHX Text

TO REMOTE I/O ENCLOSURE #4 (SHT. E19)

AutoCAD SHX Text

15K ELR RELOCATED FROM MONACO PANEL (TYP.)

AutoCAD SHX Text

SLC1 (+)

AutoCAD SHX Text

SLC1 (-)

AutoCAD SHX Text

SLC1 (+)

AutoCAD SHX Text

SLC1 (-)

AutoCAD SHX Text

SLC1 FROM XP6-R MODULE M7 (SHT. E16)

AutoCAD SHX Text

LOCATED AT WIRING EXIT POINT FROM BLDG.

AutoCAD SHX Text

RCV+

AutoCAD SHX Text

RCV-

AutoCAD SHX Text

RCV+

AutoCAD SHX Text

RCV-

AutoCAD SHX Text

SHLD

AutoCAD SHX Text

XMT+

AutoCAD SHX Text

XMT-

AutoCAD SHX Text A

AutoCAD SHX Text

BGF

AutoCAD SHX Text 03/14/08

AutoCAD SHX Text

AS-BUILTS.

AutoCAD SHX Text

24VDC TO FDU-80 (SHT. E19)

AutoCAD SHX Text

24VDC TO P/B LAMPS XP6-R MODULE M6 (SHT. E17)

AutoCAD SHX Text

GND

AutoCAD SHX Text

FDU-80

AutoCAD SHX Text

-24V OUT

AutoCAD SHX Text

GND

AutoCAD SHX Text

AutoCAD SHX Text P2

AutoCAD SHX Text

(-) EIA-485 OUT

AutoCAD SHX Text

(-) EIA-485 IN

AutoCAD SHX Text

AutoCAD SHX Text P1

AutoCAD SHX Text

(+) EIA+485 OUT

AutoCAD SHX Text

(+) EIA+485 IN

AutoCAD SHX Text

+24V OUT

AutoCAD SHX Text

-24V IN

AutoCAD SHX Text

+24V IN

AutoCAD SHX Text N/C

AutoCAD SHX Text

TB1

AutoCAD SHX Text

TO REMOTE I/O ENCLOSURE #3 (SHT. E18)

AutoCAD SHX Text

POLARITY OF NAC/REL CIRCUITS SHOWN IN ALARM CONDITION

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

SLC (-)

AutoCAD SHX Text

SLC (+)

AutoCAD SHX Text

1DD002

AutoCAD SHX Text

1DD010

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

HEAT

AutoCAD SHX Text

HEAT

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

PHOTO

AutoCAD SHX Text

1DD009

AutoCAD SHX Text

1DD007

AutoCAD SHX Text

1DD011

AutoCAD SHX Text

1DD013

AutoCAD SHX Text

1DD001

AutoCAD SHX Text

SLC1 TO XP10-M MODULE M2 (SHT. E16)

AutoCAD SHX Text

MECHANICAL ROOM

AutoCAD SHX Text

ELECTRICAL ROOM CEILING

AutoCAD SHX Text

REST ROOM CEILING

AutoCAD SHX Text

GND

AutoCAD SHX Text

#12 AWG.

AutoCAD SHX Text S1-5

AutoCAD SHX Text

GND

AutoCAD SHX Text

#12 AWG.

AutoCAD SHX Text S1-3

AutoCAD SHX Text

GND

AutoCAD SHX Text

#12 AWG.

AutoCAD SHX Text S1-2

AutoCAD SHX Text

GND

AutoCAD SHX Text

#12 AWG.

AutoCAD SHX Text S1-7

DWG NO.

R E V I S I O N S

DATE:BY:REV.

DESCRIPTION

DESCRIPTION:

DRAWN BY:

DATE:

REV:

SCALE:

APP'D BY:

PROJECT NUMBER:

DWG. NUMBER:

ELECTRICAL WIRING DIAGRAM

APTU BUILDING

ARNOLD AIR FORCE BASE

LOW PRESSURE CO2 FIRE EXTINGUISHING SYSTEM

144344 E20 E35

JLT

8/30/07

NTS

13776-21-016

ANZY209019 NOT SENSITIVE - IRA-5792 Appendix A - 2

AutoCAD SHX Text

ELECTRICAL WIRING DIAGRAM REMOTE I/0 #4 - BUILDING FIRE ALARM

AutoCAD SHX Text

REMOVE JUMPER

AutoCAD SHX Text +0

AutoCAD SHX Text

1MM063

AutoCAD SHX Text

IDC

AutoCAD SHX Text

SLC1 IN

AutoCAD SHX Text

SLC1 OUT

AutoCAD SHX Text

SLC1 (-)

AutoCAD SHX Text

SLC1 (+)

AutoCAD SHX Text B-

AutoCAD SHX Text B+

AutoCAD SHX Text A+

AutoCAD SHX Text

AB SLCT

AutoCAD SHX Text

DISABLE 2

AutoCAD SHX Text

DISABLE 1

AutoCAD SHX Text

CONFIG JUMPERS

AutoCAD SHX Text

COMM LOSS

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +1

AutoCAD SHX Text

1MM064

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text

1MM065

AutoCAD SHX Text +2

AutoCAD SHX Text

IDC

AutoCAD SHX Text

AutoCAD SHX Text +3

AutoCAD SHX Text

1MM066

AutoCAD SHX Text

1MM069

AutoCAD SHX Text

SET BASE ADDRESS TO 1MM063

AutoCAD SHX Text

XP10-M ADDRESSABLE INPUT MODULE

AutoCAD SHX Text

1MM068

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +4

AutoCAD SHX Text

1MM067

AutoCAD SHX Text

IDC

AutoCAD SHX Text +5

AutoCAD SHX Text

AutoCAD SHX Text +6

AutoCAD SHX Text

IDC

AutoCAD SHX Text

AutoCAD SHX Text M3

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +7

AutoCAD SHX Text

1MM070

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text

1MM072

AutoCAD SHX Text +8

AutoCAD SHX Text

IDC

AutoCAD SHX Text

1MM071

AutoCAD SHX Text

AutoCAD SHX Text +9

AutoCAD SHX Text

PUMP ROOM

AutoCAD SHX Text

TB1

AutoCAD SHX Text

SLC1 (-)

AutoCAD SHX Text

SLC1 (+)

AutoCAD SHX Text

SOUTH MANUAL RELEASE PREACTION

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

WEST MANUAL RELEASE PREACTION

AutoCAD SHX Text

SLC1 (-)

AutoCAD SHX Text

SLC1 (+)

AutoCAD SHX Text A-

AutoCAD SHX Text

REMOVE JUMPER

AutoCAD SHX Text +0

AutoCAD SHX Text

1MM073

AutoCAD SHX Text

IDC

AutoCAD SHX Text

SLC1 IN

AutoCAD SHX Text

SLC1 OUT

AutoCAD SHX Text

SLC1 (-)

AutoCAD SHX Text

SLC1 (+)

AutoCAD SHX Text B-

AutoCAD SHX Text B+

AutoCAD SHX Text A+

AutoCAD SHX Text

AB SLCT

AutoCAD SHX Text

DISABLE 2

AutoCAD SHX Text

DISABLE 1

AutoCAD SHX Text

CONFIG JUMPERS

AutoCAD SHX Text

COMM LOSS

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +1

AutoCAD SHX Text

1MM074

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text

1MM075

AutoCAD SHX Text +2

AutoCAD SHX Text

IDC

AutoCAD SHX Text

AutoCAD SHX Text +3

AutoCAD SHX Text

1MM076

AutoCAD SHX Text

1MM079

AutoCAD SHX Text

SET BASE ADDRESS TO 1MM073

AutoCAD SHX Text

XP10-M ADDRESSABLE INPUT MODULE

AutoCAD SHX Text

1MM078

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +4

AutoCAD SHX Text

1MM077

AutoCAD SHX Text

IDC

AutoCAD SHX Text +5

AutoCAD SHX Text

AutoCAD SHX Text +6

AutoCAD SHX Text

IDC

AutoCAD SHX Text

AutoCAD SHX Text M4

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +7

AutoCAD SHX Text

1MM080

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text

1MM082

AutoCAD SHX Text +8

AutoCAD SHX Text

IDC

AutoCAD SHX Text

1MM081

AutoCAD SHX Text

AutoCAD SHX Text +9

AutoCAD SHX Text

AutoCAD SHX Text A-

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

NORTH MANUAL RELEASE PREACTION

AutoCAD SHX Text

LOW AIR P/S X/P

AutoCAD SHX Text

MANUAL RELEASE PREACTION X/P

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

MANUAL RELEASE PREACTION X/P

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

PUMP ROOM

AutoCAD SHX Text

CENTER HEAT DETECTOR 190°F

AutoCAD SHX Text

NORTH HEAT DETECTOR 190°F

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

WATER FLOW SWITCH

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

SOUTH HEAT DETECTOR 190°F

AutoCAD SHX Text

OS&Y VALVE TAMPER SWITCH

AutoCAD SHX Text

* NOT PROVIDED BY CHEMETRON NOT PROVIDED BY CHEMETRON

AutoCAD SHX Text

VALVE ROOM

AutoCAD SHX Text

HIGH BAY NORTH

AutoCAD SHX Text

HIGH BAY SOUTH

AutoCAD SHX Text

HEAT DETECTOR 190°F

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

HIGH BAY SOUTH

AutoCAD SHX Text

HEAT DETECTOR 190°F

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

MEN'S ROOM

AutoCAD SHX Text

HEAT DETECTOR 190°F

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

OFFICE ROOM

AutoCAD SHX Text

HEAT DETECTOR 190°F

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

ENTRY WAY

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

HIGH BAY ALARM

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

TROUBLE

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

VALVE ROOM ALARM

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

TROUBLE

AutoCAD SHX Text

FROM ALARMLINE CONTROLLERS (SHT. E23)

AutoCAD SHX Text

REMOVE JUMPER

AutoCAD SHX Text +0

AutoCAD SHX Text

1MM083

AutoCAD SHX Text

IDC

AutoCAD SHX Text

SLC1 IN

AutoCAD SHX Text

SLC1 OUT

AutoCAD SHX Text

SLC1 (-)

AutoCAD SHX Text

SLC1 (+)

AutoCAD SHX Text B-

AutoCAD SHX Text B+

AutoCAD SHX Text A+

AutoCAD SHX Text

AB SLCT

AutoCAD SHX Text

DISABLE 2

AutoCAD SHX Text

DISABLE 1

AutoCAD SHX Text

CONFIG JUMPERS

AutoCAD SHX Text

COMM LOSS

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +1

AutoCAD SHX Text

1MM084

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text

1MM085

AutoCAD SHX Text +2

AutoCAD SHX Text

IDC

AutoCAD SHX Text

AutoCAD SHX Text +3

AutoCAD SHX Text

1MM086

AutoCAD SHX Text

1MM089

AutoCAD SHX Text

SET BASE ADDRESS TO 1MM083

AutoCAD SHX Text

XP10-M ADDRESSABLE INPUT MODULE

AutoCAD SHX Text

1MM088

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +4

AutoCAD SHX Text

1MM087

AutoCAD SHX Text

IDC

AutoCAD SHX Text +5

AutoCAD SHX Text

AutoCAD SHX Text +6

AutoCAD SHX Text

IDC

AutoCAD SHX Text

AutoCAD SHX Text M5

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +7

AutoCAD SHX Text

1MM090

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text

1MM092

AutoCAD SHX Text +8

AutoCAD SHX Text

IDC

AutoCAD SHX Text

1MM091

AutoCAD SHX Text

AutoCAD SHX Text +9

AutoCAD SHX Text

TB1

AutoCAD SHX Text

LOW AIR P/S X/P

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

MANUAL RELEASE PREACTION

AutoCAD SHX Text A-

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

WATER FLOW SWITCH

AutoCAD SHX Text

VERTICAL TANK WATER FLOW SWITCH

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

REMOVE JUMPER

AutoCAD SHX Text +0

AutoCAD SHX Text

1MM093

AutoCAD SHX Text

IDC

AutoCAD SHX Text

SLC1 IN

AutoCAD SHX Text

SLC1 OUT

AutoCAD SHX Text B-

AutoCAD SHX Text B+

AutoCAD SHX Text A+

AutoCAD SHX Text

AB SLCT

AutoCAD SHX Text

DISABLE 2

AutoCAD SHX Text

DISABLE 1

AutoCAD SHX Text

CONFIG JUMPERS

AutoCAD SHX Text

COMM LOSS

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +1

AutoCAD SHX Text

1MM094

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text

1MM095

AutoCAD SHX Text +2

AutoCAD SHX Text

IDC

AutoCAD SHX Text

AutoCAD SHX Text +3

AutoCAD SHX Text

1MM096

AutoCAD SHX Text

1MM099

AutoCAD SHX Text

SET BASE ADDRESS TO 1MM093

AutoCAD SHX Text

XP10-M ADDRESSABLE INPUT MODULE

AutoCAD SHX Text

1MM098

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +4

AutoCAD SHX Text

1MM097

AutoCAD SHX Text

IDC

AutoCAD SHX Text +5

AutoCAD SHX Text

AutoCAD SHX Text +6

AutoCAD SHX Text

IDC

AutoCAD SHX Text

AutoCAD SHX Text M6

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text +7

AutoCAD SHX Text

1MM100

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text

1MM102

AutoCAD SHX Text +8

AutoCAD SHX Text

IDC

AutoCAD SHX Text

1MM101

AutoCAD SHX Text

AutoCAD SHX Text +9

AutoCAD SHX Text

AutoCAD SHX Text A-

AutoCAD SHX Text

BUTANE SPHERE WATER FLOW SWITCH

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

PROPANE TANK WATER FLOW SWITCH

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

ISO BUTANE TANK WATER FLOW SWITCH

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

SPARE INPUT

AutoCAD SHX Text

SPARE INPUT

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

SPARE INPUT

AutoCAD SHX Text

TII 326-2M SURGE SUPPRESSOR (TYP.)

AutoCAD SHX Text

GND

AutoCAD SHX Text ALL INPUTS ARE NORMALLY OPEN EXCEPT WHEN OTHERWISE DESIGNATED N.C.H.O. - NORMALLY CLOSED HELD OPEN

AutoCAD SHX Text

SLC1 (-)

AutoCAD SHX Text

SLC1 (+)

AutoCAD SHX Text

TO XP6-R MODULE M7 (SHT. E21)

AutoCAD SHX Text

POWER SUPPLY TROUBLE FROM CHG-120 MODULE M1 (SHT. E19)

AutoCAD SHX Text

SLC1 (+)

AutoCAD SHX Text

SLC1 (-)

AutoCAD SHX Text

SLC1 FROM RIO #3 (VIA SUPPRESSOR S3-1) (SHT. E19)

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

EAST MANUAL RELEASE PREACTION

AutoCAD SHX Text

AutoCAD SHX Text N.C.H.O.

AutoCAD SHX Text

OS&Y VALVE TAMPER SWITCH

AutoCAD SHX Text A

AutoCAD SHX Text

BGF

AutoCAD SHX Text 03/14/08

AutoCAD SHX Text

AS-BUILTS.

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

NORTH PIT SUMP PUMP WATER LEVEL SW

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

ELR

AutoCAD SHX Text

SOUTH PIT SUMP PUMP WATER LEVEL SW

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

SPARE INPUT

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

SPARE INPUT

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

SPARE INPUT

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

SPARE INPUT

AutoCAD SHX Text

GND

AutoCAD SHX Text

GND

AutoCAD SHX Text

GND

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

SPARE INPUT

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 47K

AutoCAD SHX Text

SPARE INPUT

AutoCAD SHX Text

GND

AutoCAD SHX Text

GND

AutoCAD SHX Text S3-8

AutoCAD SHX Text S3-12

AutoCAD SHX Text S3-14

AutoCAD SHX Text S3-16

AutoCAD SHX Text S3-18

S3-19

DWG NO.

R E V I S I O N S

DATE:BY:REV.

DESCRIPTION

DESCRIPTION:

DRAWN BY:

DATE:

REV:

SCALE:

APP'D BY:

PROJECT NUMBER:

DWG. NUMBER:

ELECTRICAL WIRING DIAGRAM

APTU BUILDING

ARNOLD AIR FORCE BASE

LOW PRESSURE CO2 FIRE EXTINGUISHING SYSTEM

144344 E24 E35

D. BURKE

9/7/07

NTS

13776-21-016

ANZY209019 NOT SENSITIVE - IRA-5792 Appendix A - 3

AutoCAD SHX Text

CONTROL PANEL COMPARTMENT AREA OF REFRIGERATION HOUSING ENCLOSURE

AutoCAD SHX Text

OPENS 450 PSI

AutoCAD SHX Text

OPENS 8-18 PSI

AutoCAD SHX Text

CLOSES 310 PSI OPENS 290 PSI

AutoCAD SHX Text

CONDENSING UNIT COMPARTMENT AREA OF REFRIGERATION HOUSING ENCLOSURE

AutoCAD SHX Text

CONDENSING UNIT MOTOR WITH INTERNAL OVERLOAD PROTECTION

AutoCAD SHX Text FROM CUSTOMER'S DEDICATED, PROTECTED 460V/3 /60HZ SUPPLY.MIN. CKT AMPACITY = 5.9A MAX. FUSE SIZE = 15A

AutoCAD SHX Text

CHASSIS GND

AutoCAD SHX Text

460V 60HZ 3.4FLA

AutoCAD SHX Text

CO2 PRESSURE CONTROL SWITCH

AutoCAD SHX Text

REFRIGERANT SOLENOID

AutoCAD SHX Text

REFRIGERANT PRESSURE CONTROL

AutoCAD SHX Text

.160A @120VAC

AutoCAD SHX Text

%%UCONDENSING UNIT

AutoCAD SHX Text

CLASS "CC"

AutoCAD SHX Text

FUSE

AutoCAD SHX Text 3/10A

AutoCAD SHX Text 600V

AutoCAD SHX Text

FAN

AutoCAD SHX Text

MOTOR CONTACTOR

AutoCAD SHX Text M

AutoCAD SHX Text T3

AutoCAD SHX Text T2

AutoCAD SHX Text T1

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text X2

AutoCAD SHX Text X1

AutoCAD SHX Text H1

AutoCAD SHX Text H3

AutoCAD SHX Text H2

AutoCAD SHX Text H4

AutoCAD SHX Text 460/120V

AutoCAD SHX Text

50VA

AutoCAD SHX Text M

AutoCAD SHX Text

%%UCRITICAL LEVEL CONTACT

AutoCAD SHX Text

%%ULOW LEVEL CONTACT

AutoCAD SHX Text 3A

AutoCAD SHX Text

RESISTIVE

AutoCAD SHX Text

INDUCTIVE

AutoCAD SHX Text 1A

AutoCAD SHX Text

LIQUID LEVEL GAUGE CONTACT RATINGS

AutoCAD SHX Text

250VAC

AutoCAD SHX Text

30VDC

AutoCAD SHX Text

VOLTAGE

AutoCAD SHX Text

125VAC

AutoCAD SHX Text 2.5A

AutoCAD SHX Text

CURRENT

AutoCAD SHX Text 5A

AutoCAD SHX Text

325 PSI

AutoCAD SHX Text

275 PSI

AutoCAD SHX Text

ALARM PRESSURE SWITCH #1

AutoCAD SHX Text

JUMPER

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

BLACK

AutoCAD SHX Text

GREEN

AutoCAD SHX Text

RED

AutoCAD SHX Text

BLUE

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text

ELR

AutoCAD SHX Text 1/2W

AutoCAD SHX Text 15K

AutoCAD SHX Text

ELECTRICAL WIRING DIAGRAM CO2 STORAGE UNIT

AutoCAD SHX Text

325 PSI

AutoCAD SHX Text

275 PSI

AutoCAD SHX Text

ALARM PRESSURE SWITCH #2

AutoCAD SHX Text

JUMPER

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

TO MONACO TRANSCIEVER ZONE 15 INPUT (SHT. E16)

AutoCAD SHX Text

VAPOR SUPPLY VALVE TAMPER SWITCH

AutoCAD SHX Text

TANK SHUTOFF VALVE TAMPER SWITCH

AutoCAD SHX Text

MOUNTED ON CO2 STORAGE UNIT

AutoCAD SHX Text

1.5 HP

AutoCAD SHX Text

LIQUID LEVEL GAUGE CONTACTS (SHOWN IN PRESSURIZED STATE)

AutoCAD SHX Text A

AutoCAD SHX Text

BGF

AutoCAD SHX Text 03/14/08

AS-BUILTS.

DWG NO.

R E V I S I O N S

DATE:BY:REV.

DESCRIPTION

DESCRIPTION:

DRAWN BY:

DATE:

REV:

SCALE:

APP'D BY:

PROJECT NUMBER:

DWG. NUMBER:

BACKPANEL LAYOUT

APTU BUILDING

ARNOLD AIR FORCE BASE

LOW PRESSURE CO2 FIRE EXTINGUISHING SYSTEM

144344 E33 E35

D. BURKE

9/11/07

3" = 1'

13776-21-016

ANZY209019 NOT SENSITIVE - IRA-5792 Appendix A - 4

AutoCAD SHX Text

TB3

AutoCAD SHX Text

TB-AC

AutoCAD SHX Text L1

AutoCAD SHX Text N

AutoCAD SHX Text

GND

AutoCAD SHX Text

%%UTERMINAL…

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File details come from the government source that posted it. Updated May 13, 2023.