FY14 General Purpose Warehouse No. 59
Tracy DDJC, CA
1876
DIVISION 01- GENERAL REQUIREMENTS
SECTION 01 10 10
SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
SECTION TABLE OF CONTENTS
1.
SCOPE………………………………………………………………………………………..……………..2
2.
SUMMARY DESCRIPTION……………………………………………………………………………….3
3.
DESCRIPTION OF OPERATIONS……………………………………………………………………….4
4.
DESIGN SUBMITTAL REQUIREMENTS………………………………………………………………..4
5.
CIVIL DESIGN………………………………………………………………………………………………9
6.
GEOTECHNICAL DESIGN REQUIREMENTS….…………………………………………………….19
7.
ARCHITECTURAL DESIGN……………………………………………………………………………..24
8.
LIFE SAFETY………………………………………………………………………………………..……40
9.
STRUCTURAL DESIGN…………………………………………………………………………………45
10.
MECHANICAL, PLUMBING AND FIRE PROTECTION DESIGN....……………………………….49
11.
ELECTRICAL DESIGN AND CONSTRUCTION.……………………………………………………..64
12.
BUILDING SECURITY SYSTEM………………………………………………………………………..75
13.
COMMUNICATIONS SYSTEM………………………………………………………………………….76
14.
FIRE ALARM AND NOTIFICATION SYSTEM(S)..……………………………………………………81
15.
ENVIRONMENTAL PROTECTION……………………………………………………………………..85
16.
SUSTAINABLE DESIGN AND DEVELOPMENT (SDD)……………………………………………..85
01 10 10 - 1
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
1.
SCOPE
1.1
Design and construct the General Purpose Warehouse at Tracy DDJC, California in
accordance with criteria contained herein, using industry standard materials and efficient
practices, and as described in this document and Section 01 10 11, Room-by-Room
Requirements, and to meet the operational requirements of the Tracy DDJC. The Design
Build (DB) Contractor shall provide all labor, equipment and material to complete the design
and construction of an operational facility. The Contractor is encouraged to attend the
proposal conference and visit the site before submitting his proposal.
1.2
The Contractor shall be responsible for the professional quality, technical accuracy and
coordination of all designs, drawings, specifications and other documents or publications
upon which construction is based. The design of architectural, interior design, structural,
mechanical, electrical, civil and other engineering features of the work shall be accomplished,
reviewed and approved by engineers, architects and interior designers who are licensed
professionals with a minimum of six years experience to practice in their respective
professional field in a state or possession of the United States. A registered Fire Protection
Engineer is required per UFC 3-600-01, Fire Protection Engineering for Facilities. The
structural interior design (SID) and furniture, fixtures and equipment (FF&E) shall be
designed/supervised by a registered or certified (as Appropriate for the state) interior
designer who is NCIDQ certified. The Contractor’s team shall have a LEED Accredited
Professional to coordinate the design and construction efforts in achieving a USGBC LEED
Certified rating for the project. The rating shall be based on the LEED NC v3.0 edition. The
Contractor is responsible for completing the v3.0 credit checklist and submitting validation
documentation online to the Green Building Certification Institute (GBCI) at
http://www.gbci.org/Homepage.aspx.
1.2.1
The Contractor shall design and submit the Furniture, Fixtures & Equipment (FF&E)
package during the building design phase per UFC 3-120-10 Interior Design. Contractor’s
architect and interior designer shall coordinate development/design of each space with the
anticipated furniture dimensions and other ancillary items in order to ensure that the furniture
will comfortably fit into the space (multi-purpose room and offices) with circulation et.al.
Furniture acquisition shall be GFGI.
1.3
The design and construction of this facility shall conform to the Defense Distribution
Depot San Joaquin, CA Installation Design Guide and the requirements contained in this
solicitation. Features differing from the Tracy DDJC Installation Design Guide and the
requirements in this request for proposal (RFP) may be allowed if said changes otherwise
provide the same level of function, quality and performance established in this RFP. The
Government will be the sole authority in determining if changes are acceptable. Please
Contact Mr. Brian Cole, DLA Civ. Installation Support at (209) 839-4214; Email:
Brian.Cole@dla.mil for a copy of the DDJC Installation Design Guide.
1.4
The Contractor is responsible and liable for the complete design and shall not assume that
the provided design criteria and drawings in this RFP will alleviate him from performing any
additional design as required to produce a complete set of construction documents. The
following provisions must be maintained in the Contractor’s design:
1.4.1
Provision 1 – Gross Square Feet: The Contractor’s design shall provide at least the same
square foot area overall, and on a room by room basis as shown in the Government’s design
provided within this RFP.
1.4.2
Provision 2 – Equivalent Functional Arrangement: The Contractor’s design shall provide
equivalent functional arrangement of rooms and spaces as shown in the Government’s
design provided within this RFP. The Contracting Officer’s Representative (COR) is the
approving authority and must approve any and all recommended plan changes. Refer to
Section 01 33 16 for additional information.
01 10 10 - 2
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
1876
California
1.4.3
Provision 3 - Overall Site Limits: The Contractor’s design shall be limited to the general
extents of the Project site as shown in the Government’s design provided within this RFP.
1.5
The Government site drawings indicate the general location of the facility, its approximate
size and other system parameters that represent functional relationships of the project
program. The Contractor’s design shall maintain functional relationships regardless of
individual design decisions/changes made.
1.6
The Government’s facility and site design provided within this RFP illustrates intent and
functional relationships and does not indicate all necessary construction requirements or
components. The written RFP describes associated technical, performance and system
requirements. The Contractor is responsible for the complete Project design, shall retain all
responsibilities and be recognized as the Designer of Record.
1.7
Options Items: The following are Bid Options for the project. The options shall follow the
requirements outlined in this section along with all technical criteria and standards noted in
this RFP as applicable.
1.7.1
Option 1- Paving, laydown/trailer parking area, Part A
1.7.2
Option 2- Paving, laydown/trailer parking area, Part B
1.7.3
Option 3- General Purpose Room
1.7.4
Option 4- PCC pavement, East and west sides of General Purpose No. 59.
1.7.5
Option 5- Intrusion Detection Systems (IDS)
2.
SUMMARY DESCRIPTIONS
2.1
This project will construct a new 360,000 GSF single story General Purpose Warehouse
consisting of three bays, including an approximate 5,500 GSF administrative annex
consisting of the Administration area (2,000 GSF), General Purpose Room (2,500 GSF) and
Communication/Utility Rooms (1,000 GSF) located outside the 360,000 GSF walls. The
project shall be designed within the criteria prescribed in UFC 1-200-01, UFC 3-600-01, UFC
4-010-01, the Architectural Barriers Act (ABA), Accessibility Standard for Department of
Defense Facilities, and operations and maintenance manuals. See paragraph 4.13 for a list of
applicable codes and criteria.
2.1.1
Occupants
2.1.1.1
Employees: 15 maximum daily; assuming 80% male to 20% female ratio for purposes of toilet
fixtures.
2.1.1.2
Proposed Siting Summary. The new facility will be sited south of Ennis Drive, north of B
Street, east of 5th Street and west of 7th Street at Tracy DDJC, California. The Contractor
must construct the facility in such a manner that impacts and disruptions to Base functions
are kept to a minimum. See Civil (C) drawings in Attachment Drawings for site location
information.
2.2
Building Construction Summary. The warehouse facility will be all new construction of
non-combustible construction. The warehouse is a single story tilt-up concrete building. A
masonry administrative annex will be located adjacent and connected to the warehouse. The
foundations and slabs-on-grades will be concrete. Roof assemblies will include mechanically
fastened single ply roof membrane over rigid insulation over metal roof deck. Design and
construction phasing of the project shall be as indicated by Section 01 33 16.
01 10 10 - 3
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
3.
DESCRIPTION OF OPERATIONS
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The General Purpose Warehouse supports DLA’s goals of centralizing the distribution
mission at Tracy. Currently DDJC is located at two sites, Sharpe and Tracy approximately 14
miles apart. As part of DLA’s portion of the Strategic Network Optimization, DLA is
centralizing Distribution operations to the Tracy site, making it the primary distribution center
for customers in the western United States and the Pacific. Consolidation will be completed in
2013 but results in the overcrowding of existing distribution facilities at Tracy. The new
General Purpose Warehouse will provide adequate storage and operational space for the
receipt, storage, and issue of highly active commodities now being stored in deteriorated WW
II-era warehouses. Functional areas of the facility include the storage bays, administration
annex and multi-purpose room.
4.
DESIGN SUBMITTAL REQUIREMENTS
4.1
The design requirements within this section and the following Section 01 10 11 represent the
minimum quality and quantity acceptable for the proposals and project submittals. The
standards, documents, and criteria referenced within this RFP, although not all attached
within this RFP document, are modified to the extent indicated within this section. Each
Offeror shall be responsible for obtaining any documents not attached as part of this RFP but
referenced as criteria for the project. Requirements of this section may delete, revise, add to,
or substitute for criteria contained in the referenced documents and this section shall be
deemed the controlling authority of any changes to the other referenced documents and
criteria.
4.2
Design Standards. Equipment, hardware, and materials shall be manufacturer’s
standard domestic items unless otherwise specified. Replacement parts shall be standard
and readily available through commercial means. Discontinued products will not be accepted
unless approved by the Contracting Officer.
4.3
Codes. The design, materials, equipment, and installation shall be in accordance with the
requirements of the listed codes and design manuals identified in paragraph 4.13. The
building shall be of a noncombustible construction classification. Wood structural elements
will not be acceptable.
4.4
Imperial / English Design. This project shall be designed in Imperial inch-pound (I-P)
units.
4.5
Drawings. Attached drawings provide information on the project site and functional
arrangement and relationships of internal components. Changes and adjustments to the site
and building plan arrangement are allowed subject to provisions established in Paragraphs
1.3 and 1.4.
4.6
Field Information. Utility and as-built information provided in the drawings is the best
information currently available. It is provided to assist the offerors in preparing their proposal
and project design. The Contractor is responsible for field verifying all information provided.
The Contractor is also responsible for obtaining all information necessary to properly design
and install all work. Gathering information during design shall be coordinated through the
Contracting Officer. Field surveys required to provide or confirm utility locations, manhole
inverts, verification of existing features, etc. shall be the responsibility of the Contractor and
shall tie into the project datum.
4.7
Design Details and Standards. The Contractor shall create design details as required,
but details shall conform to the requirements of the RFP, and are subject to approval by the
Government.
4.8
Asbestos and Lead Based Paint (LBP) Survey. Any asbestos or LBP removal will be
coordinated with the base Department of Public Works (DPW). Removal shall be done by
qualified Civil Engineering personnel or through the base asbestos and LBP qualified
01 10 10 - 4
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
contractors.
1876
Division of Air Quality rule R307-801 -9: The asbestos project operator shall ensure that the
structure or facility to be demolished is inspected for ACM by an inspector certified under the
provisions of R307-801 -6. An asbestos survey report shall be generated according to the
provisions of R307-801 -10. The asbestos project operator shall make the asbestos survey
report available on site to all persons who have access to the site for the duration of the
demolition activities. If no asbestos inspection is conducted, the operator shall ensure that all
resulting demolition debris is disposed of as asbestos waste. “Asbestos project operator”
means any asbestos contractor, any person responsible for the persons performing an
asbestos project in an area to which the general public has unrestrained access. Project
managers will perform responsibilities of the asbestos project operator listed above.
4.9
Specifications. The Contractor shall follow all Unified Facilities Guide Specifications
(UFGS) already included in this RFP, and the Contractor shall also provide all other
applicable, edited UFGS sections as required for the design and construction of this project.
The Unified Facilities Guide Specifications can be retrieved at http://www.wbdg.org/ccb/.
Edits to the UFGS Sections shall strictly follow the direction and guidance contained in the
“NOTES” contained in those Sections and shall not deviate from all applicable paragraphs of
the guide specifications. Items to be deleted from the specifications shall use the
“strikethrough” formatting process to delete any portion of the specifications. Additions to the
specifications shall be shown in a color font. Unless noted otherwise, material specifications,
equipment efficiencies, equipment listing (i.e., UL, ANSI, NEMA, etc,), testing requirements,
execution, etc., shall not be changed unless dictated by more stringent requirements in this
RFP, including technical criteria such as codes and government and industry publications
that are referenced in this RFP.
4.10
Anti-Terrorism/Force Protection (AT/FP). Force protection features are an important
aspect of this project. The Warehouse and the administration annex has been determined to be a
“low occupancy building” by the base antiterrorism security officer for base bid. If option item
“general purpose room” is awarded, the design of the administration annex shall comply with the
current version of UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings.
4.11
Barrier Free Design. The General Purpose Warehouse facility will be provided with a
barrier-free design in accordance with the requirements the Architectural Barriers Act (ABA)
Accessibility Standards for Department of Defense facilities. However, the storage areas
(warehouse) of the facility are considered industrial in nature and will be operated by ablebodied personnel and are not subject to ABA requirements.
4.12
4.13
4.13.1
Asbestos. Asbestos containing materials shall not be used in the construction.
Applicable Codes and Design Criteria. Each design discipline cites references to
various codes and standards that govern the design of the project. A listing of the majority
codes and standards required for compliance with the requirements of this RFP follows. Note:
Use the latest edition for all reference standards or criteria listed in this section.
Design Standards
Design standards, codes and design criteria are available at the following internet addresses:
 USACE @ http://cbbs.spk.usace.army.mil/ae.html,
 UFGS Specifications, UFCs, ETLs, AFIs @ http://www.wbdg.org
4.13.2
4.13.2.1
4.13.2.2
4.13.2.3
Civil
Energy Independence and Security Act of 2007 (EISA), Section 438, Storm water runoff
requirements for Federal development projects.
Manual on Uniform Traffic Control Devices (MUTCD), latest edition
UFC 3-201-01, Civil Design, 1 Jun 2013
01 10 10 - 5
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
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California
4.13.2.4
UFC 3-220-01, Geotechnical Engineering, 1 Nov 2012
4.13.2.5
UFC 3-210-10, Low Impact Development, 15 Nov 2010
4.13.2.6
UFC 3-230-01 Water Storage, Distribution, and Transmission, 1 Nov 2012
4.13.2.7
UFC 3-240-01 Wastewater Collection, 1 Nov 2012
4.13.2.8
MUTCD 2009, Manual on Uniform Traffic Control Devices
4.13.2.9
SDDCTEA Pamphlet 55-14, Traffic Engineering for Better Signs and Markings
4.13.2.10 UFC 3-250-01FA, Pavement Design for Roads, Streets, Walks, and Open Storage Areas, 16
Jan 2004
4.13.2.11 UFC 3-250-03, Standard Practice Manual for Flexible Pavements, 15 May 2001
4.13.2.12 UFC 3-250-04, Standard Practice for Concrete Pavements, 16 Jan 2004 with Change 2, 29
Jul 2009
4.13.2.13 UFC 3-600-01, Fire Protection Engineering for Facilities, 26 Sep 2006 with Change 3, 1 Mar
2013
4.13.2.14 UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings, 9 Feb 2012 with
Change 1, 1 Oct 2013
4.13.2.15 UFC 4-010-02, DOD Minimum Standoff Distances for Buildings, 9 Feb 2012
4.13.2.16 UFC 4-020-01, DOD Security Engineering Planning Manual, 11 Sep 2008
4.13.3
4.13.3.1
4.13.3.2
4.13.3.3
4.13.3.4
4.13.3.5
4.13.3.6
4.13.3.7
4.13.3.8
4.13.3.9
4.13.3.10
4.13.3.11
4.13.3.12
4.13.3.13
4.13.3.14
4.13.3.15
4.13.3.16
4.13.3.17
4.13.3.18
4.13.3.19
4.13.4
4.13.4.1
4.13.4.2
4.13.4.3
4.13.4.4
4.13.4.5
4.13.4.6
4.13.4.7
4.13.4.8
4.13.4.9
4.13.4.10
4.13.4.11
4.13.4.12
4.13.4.13
Structural
ACI 318, Concrete Design Manual
ACI 318, Building Code Requirements for Reinforced Concrete
ACI 302 1R, Guide for Concrete Floor and Slab Construction
ACI 530/530.1, Building Code Requirements and Specifications for Masonry Structures
ACI 551.2R, Design Guide for Tilt-Up Concrete Panels
AISC 360, Specification for Structural Steel Buildings
AISC 341, Seismic Provisions for Structural Steel Buildings
AISI, Specifications of the Design of Cold Formed Steel Structural Members
ASCE/SEI 7, Minimum Design Loads for Buildings and Other Structures
AWS D.1, Structural Welding Code
International Building Code
Latest Edition of Applicable UFGS
SDI, Design Manual for Composite Decks, Form Decks and Roof Decks
SJI, Steel Joist Institute Specifications
UFC 1-200-01, General Building Requirements
UFC 3-301-01, Structural Engineering
UFC 3-310-04, Seismic Design for Buildings
UFC 3-320-06A, Concrete Floor Slabs on Grade Subjected to Heavy Loads
UFC 4-010-01, DoD Minimum Anti-Terrorism Standards for Buildings
Architecture
Architectural Barriers Act (ABA) Accessibilty Standard for Department of Defense Facilities
International Building Code (IBC), 2012
Latest Edition of Applicable UFGS
NFPA 10, Standard for Portable Fire Extinguisher, 2013
NFPA 80, Standard for Fire Doors and Other Opening Protectives, 2013
NFPA 101, Life Safety Code, 2012
Defense Distribution Depot San Joaquin, CA Installation Design Guide
UFC 1-200-01, Design: General Building Requirements, 1 Jul 2013 with Change 1, 1
Sep 2013
UFC 3-101-01, Architecture, 28 Nov 2011
UFC 3-110-03, Roofing, 1 May 2012
UFC 3-600-01, Fire Protection Engineering for Facilities, 26 Sep 2006 with Change 3, 1 Mar
2013
UFC 4-010-01, DoD Minimum Anti-Terrorism Standards for Buildings, 9 Feb 2012 with
Change 1, 1 Oct 2013
UFC 4-010-02, DOD Minimum Standoff Distances for Buildings, 9 Feb 2012
01 10 10 - 6
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
4.13.4.14 UFC 4-020-01, DOD Security Engineering Planning Manual, 11 Sep 2008
4.13.5
1876
Mechanical
4.13.5.1
4.13.5.2
4.13.5.3
4.13.5.4
4.13.5.5
4.13.5.6
4.13.5.7
4.13.5.8
4.13.5.9
4.13.5.10
4.13.5.11
4.13.5.12
4.13.5.13
4.13.5.14
4.13.5.15
4.13.5.16
4.13.5.17
4.13.5.18
4.13.5.19
ASHRAE Standard 62.1- 2010, Ventilation for Acceptable Indoor Air Quality
ASHRAE Standard 90.1-2010, Energy Standard for Buildings Except Low Rise
Residential Buildings
International Energy Conservation Code – 2006 (except where hospital design requirements
dictate otherwise)
International Fuel Gas Code – (NFPA 54, 2012 and NFPA 58, 2011 per UFC 1-200-01 –
Review and Revise)
International Mechanical Code – 2012
International Plumbing Code – 2012
Latest Edition of Applicable UFC
Latest Edition of Applicable UFGS
NFPA 54 National Fuel Gas Code – 2009
UFC 3-400-01 Energy Conservation, with Change 4
UFC 3-400-02 Design: Engineering Weather Data
UFC 3-401-01 Mechanical Engineering
UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems
UFC 3-410-04N Industrial Ventilation
UFC 3-410-02 Lonworks ® Direct Digital Control for HVAC and Other Local Building
Systems, with Change 1
UFC 3-420-01 Plumbing Systems, with Changes 1-8
UFC 3-420-02FA Compressed Air, with Change 1
UFC 3-450-01 Noise and Vibration Control
UFC 4-010-01, DoD Minimum Anti-Terrorism Standards for Buildings
4.13.6
Electrical
4.13.6.1
4.13.6.2
4.13.6.3
4.13.6.4
4.13.6.5
4.13.6.6
4.13.6.7
4.13.6.8
4.13.6.9
4.13.6.10
NFPA70, 2014.01.01, National Electric Code
Latest Edition of NFPA70b, 2013.01.01 and NFPA70e, 2012.01.01 and 2012.08.28,
Recommended Practice for Electrical Equipment Maintenance and Handbook for Electrical
Safety in the Workplace
NFPA780, 2014.01.01, Standard for the Installation of Lightning Protection Systems
Latest Edition of IEEE C2-2012, National Electrical Safety Code
Latest Edition of applicable Department of Agriculture Rural Utilities Service Bulletins
Defense Distribution Depot San Joaquin Site Standards
Latest Edition of Applicable IEEE (Institute of Electrical and Electronic Engineers) Standards
Latest Edition of Applicable EIA/TIA (Electronic Industries Alliance/Telecommunications
Industries Alliance) Standards,
Latest Edition of IESNA (Illuminating Engineering society of North America) Light Power
Density by Space Type.
Applicable Requirements of Unified Guide Specifications:
26 00 00
26 05 48
26 13 00
26 24 16
26 41 00
26 56 00
27 21 00
28 31 76
4.13.6.11
4.13.6.11.1
4.13.6.11.2
4.13.6.11.3
4.13.6.11.4
26 05 00
26 05 71
26 18 23
26 29 01
26 51 00
27 05 28
28 20 00
33 71 01
26 05 13
26 09 23
26 20 00
26 29 23
26 52 00
27 10 00
28 31 33
33 82 00
26 05 19
26 12 19
26 23 00
26 36 00
26 53 00
27 13 23
28 31 64
Unified Facilities Criteria:
UFC 3 501 01, Electrical Engineering with Change 2, 02-03-2010
UFC 3 520 01, Interior electrical systems, 0203-2010
UFC 3 530 01, Design Interior and Exterior Lighting and Controls with Change 2, 08-22-2006
UFC 3 550 01 Exterior Electrical Power Distribution, 02-03-2010
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Amendment 0002
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4.13.6.11.5 UFC 3 560 01 Electrical Safety O&M with Change 4, 12-06-2006
4.13.6.11.6 UFC 3 570 02n Electrical Engineering Cathodic Protection, 01-16-2004
4.13.6.11.7 UFC 3 575 01 Lightning and Static Electricity Protection Systems, 07-01-2012
4.13.6.11.8 UFC 3 580 01 Telecommunications Building Cabling Systems Planning and Design, 06-222007
4.13.6.11.9 UFC 3 600 01 Fire Protection Engineering for Facilities with Change 3, 09-26-2006
4.13.6.11.10
UFC 4 010 01 DoD Minimum antiterrorism Standards for Buildings with Change 1, 02-092012
4.13.6.11.11
UFC 4 020 02FA, Security Engineering: Concept Design, 03-01-2005
4.13.6.11.12
UFC 4 020 03FA, Security Engineering Final Design, 03-01-2005
4.13.6.11.13
UFC 4 021 01 Design and O&M Mass Notification Systems with Change 1, 04-09-2008
4.13.6.11.14
UFC 4 021 02, Electronic Security Systems, 10-01-2013
4.13.6.11.15
UFC 4 022 01, Security Engineering: Entry Control Facilities/Access Control Points, 0525-2005
4.13.6.11.16
CAD Standards-ERDC/ITL TR-09-2, A/E/C CAD Standard Release 4.0
4.13.7
4.13.7.1
4.13.7.2
4.13.7.3
4.13.7.4
4.13.7.5
4.13.7.6
4.13.7.7
4.13.7.8
4.13.7.9
4.13.7.10
4.13.7.11
4.13.7.12
4.13.7.13
4.13.7.14
4.13.7.15
4.13.8
4.13.8.1
4.13.8.2
4.13.8.3
4.13.8.4
4.13.8.5
4.13.8.6
4.13.8.7
4.13.8.8
Fire Sprinkler/Fire Alarm
BUILDING and LIFE SAFETY CODE ANALYSIS. This facility shall be designed to meet or
exceed the minimum building construction and life safety standards as required by the
referenced national and internal federal codes and criteria. The Contractor shall provide a
design analysis as required by UFC 3-600-01 with a complete life safety analysis citing the
appropriate code references.
ABA (Architectural Barriers Act) Oct 31, 2008 Accessibility Standards for Federal Facilities.
American Society of Mechanical Engineers ASME A17.1 – (2007 edition).
Engineering Technical Letter (ETL) 01-18, Fire Protection Engineering Criteria-Electronic
Equipment Installations 24 October 2001
International Building Code (2012)
NFPA 10, Standard for Portable Fire Extinguisher, 2013
NFPA 72, National Fire Alarm and Signaling Code, 2013
NFPA 80, Standard for Fire Doors and Other Opening Protectives, 2013
NFPA 90A Standard Installation of Air Conditioning & Ventilation Systems, 2012
NFPA 101, Life Safety Code, 2012
UFC 3-310-04 Seismic Design of Buildings, 1 June 2013. The seismic classification is Zone
2-B.
UFC 1-200-01, General Building Requirements 1 July 2013 with Change 1, 1 Sep 2013
UFC 3-600-01, Fire Protection Engineering for Facilities 26 Sep 2006 with Change 3, 1 Mar
2013
UFC 4-021-01, Design and O&M: Mass Notification Systems 09 April 2008 with Change 1,
Jan 2010
UFGS Spec 28 31 76 Interior Fire Alarm and Mass Notification System
LEED / Sustainable Design
UFC 1-200-02, High Performance and Sustainable Building Requirements (replaces UFCs 4030-01 and 3-400-01). Refer to AGRAM 13-02 in Appendix H.
USGBC New Construction and Major Renovation Reference Guide, 3rd Addition, 2009
USACE Engineering and Construction Bulletin No. 2010-14 – Improving Building
Performance Through Enhanced Requirements for Energy Performance and Select LEED
Credits
USACE Engineering and Construction Bulletin 2010-14 – Improving Building Performance
Through Enhanced Requirement for Energy Performance and Select LEED Credits
High Performance and Sustainable Building Guidance
(http://www.wbdg.org/pdfs/hpsb_guidance.pdf)
Energy Policy Act of 2005
Energy Independence and Security Act (ESIA), December 2007
High Performance and Sustainable Buildings (HPSB), 12-01-08
(http://www.fedcenter.gov/_kd/Items/actions.cfm?action=Show&item_id=11130&destination=
ShowItem )
01 10 10 - 8
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
4.13.8.9
Federal High Performance Sustainable Building Checklist
4.13.9
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Security
4.13.9.1
UFC 4-010-01, DoD Minimum Anti-Terrorism Standards for Buildings, 9 Feb 2012 with
Change 1, 1 Oct 2013
5.
CIVIL DESIGN
5.1.
General. The project is located at the Defense Distribution Depot San Joaquin California
(DDJC) within the city of Tracy. The depot is one of two active in the area, operated by the
Defense Logistics Agency (DLA). The civil portion of the project includes grading, paving,
storm drainage, utilities, demolition, and site bid options. Included in the utilities shall be the
sanitary sewer service, domestic and fire water services, gas service, electrical power
service, and communication service for the new General Purpose Warehouse (GPW) 59
building. Prior to commencing site work the contractor is responsible for preparing and
submitting a written request for excavation to the Contracting Officer’s Representative per
General Requirements section 01 00 00.
5.2.
Site. The work at this site consists of design and construction of the new 360,000 SF
warehouse and a 5,500 SF annex. The project is located between Ennis and B Streets just
th
West of 7 Street. The site is already in a developed area of the depot which drains
generally northeast between 83 and 78 feet above mean sea elevation. The depot is not
located within the 100-year floodplain although the area is within the 500 year.
The new Public Safety Center (PSC) is under construction immediately west of the southern
warehouse bay and annex. The PSC is expected to be under construction when the GPW
will receive its Notice to Proceed. Therefore, it is imperative that the PSC building, and all of
its associated site features, including utilities, be accounted for in the GPW 59 design build
project. It is the responsibility of the Contractor to coordinate with the PSC Contractor early
to avoid potential issues that may lead to construction delays or costly design errors.
5.3.
Civil Bid Options. Bid options included into the GPW 59 project are described below. The
options shall follow the requirements outlined in this chapter along with all technical criteria
and standards noted in this RFP as applicable.
5.3.1.
PCC Apron: The base bid includes PCC pavement truck stalls in front of the warehouse
docks as shown on sheet C-101. The PCC apron bid option shall provide PCC pavement
everywhere in-between the truck stalls, within the limits shown on sheet C-101. The PCC
pavement will substitute AC pavement for the areas around and in between the truck stalls.
The PCC apron shall be the same width as the truck stalls and be designed for design
vehicle loading. More information can be found under paragraph 5.11.2.
5.3.2.
Truck Trailer Parking: As a result of the GPW 59 project and PSC, truck trailer parking has
th
th
been displaced from its existing area between 5 and 6 Streets within the project
boundaries. The depot has proposed the block between C and D streets, just West of
Building 13 to become the new truck trailer parking area (see sheet C-102). The site is
relatively barren, with some minor structures which shall be removed by the depot prior to
construction. Along the western boarder of the site, there is a paved open channel for
stormwater conveyance. The D-B Contractor shall split this available block into two
incremental bid options as indicated on sheet C-102. Each part shall function properly by
itself allowing for truck traffic flow in and out of the area with relative ease. PCC pavement
shall be required for the trailer stalls for increased durability under short - long term trailer
loading. AC pavement will encompass much of the remaining area. For each bid option part,
there shall be a minimum of 80 truck trailer stalls available. Site design for the trailer parking
shall include but not be limited to storm drainage, grading, and electrical utilities. The parking
area shall be have functional lighting with appropriate coverage for operations during all times
of the day. See Electrical Design Chapter 11 for more information. General site design
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principles and stormwater design shall follow requirements within this RFP and in UFC 3-01201 Civil Design.
5.4.
Technical Criteria and Standards. See Appendix A of 01 10 10 for all required Standards.
In addition, the DDJC Tracy Site Installation Design Guide of July 2002 or latest version shall
be followed where appropriate.
5.5.
Project Site Field Survey. Topographic survey map of the GPW 59 project site as shown
on V sheets will be provided in the Award CD. Existing site features and utilities are shown
on the sheets included in the Appendix. The Design Build Contractor shall field verify survey
information and perform survey(s) as required to complete their design (see paragraph 2 of
01 33 16 Design After Award for requirement details). The truck trailer parking bid option
does not have survey information available and Contractor shall perform field survey if option
is awarded.
5.6.
Site Demolition. The project site for the proposed GPW 59 is an existing paved area used
partially for parking, and materials storage. A majority of the site is PCC pavement as shown
on field survey maps included within the Appendix. The site demolition includes, but not
limited to, AC and PCC pavements, injection gallery, underground utilities, and several
buildings in the project footprint. The DB Contractor shall be responsible for demolition,
modification, and/or relocation of the mentioned features as required for the siting of new
facility. At a minimum, all existing utilities under the proposed foundation of the GPW shall be
relocated 5’ from building perimeter. Existing site features and proposed demolition are
shown on the drawings V-101 to V-107, C-101 and CD100 attached in the Appendix. Any
salvage materials indentified by the Contracting Officer shall be placed at a designated
location to be determined prior to proposal phase. Contractor shall consider reuse of
demolished pavements for general fill requirements to meet LEED-NC goals for construction
waste management. Fill must meet the requirements noted within Geotechnical Design
chapter as well as the DB Contractor’s Final Geotechnical Data Report.
5.6.1.
Demolition of Existing Buildings: Buildings No 27, 26, 33, 46, and (2) shacks shall be
demolished to accommodate the new GPW siting, as shown on sheet CD100. Additional
building information can be found under GPW 59 Building Demolition within the appendix.
Demolition of buildings shall include removal of their foundations/footings and underground
utilities and all peripheral support structures (mechanical equipment yard/pads, permanent
storage structures, etc.) no longer in service. All existing utilities in service to the buildings to
be demolished shall be terminated and removed to the nearest service connection (valves or
main lateral) as directed by the depot.
5.6.2.
Ground Wells and Infiltration Gallery: Decommissioning of monitoring wells and chimney
drain are shown on sheet CD-100 within the Appendix. Contractor shall take full burden of all
costs and permitting fees associated with the removal of the wells. These works shall be
performed in accordance with either of the following:
a. “California Well Standards Bulletin 74-90”, Department of Water Resources, June 1991
b. ASTM Designation D5299 – 99, “Standard Guide for Decommissioning of Ground Water
Wells, Vadose Zone Monitoring Devices, Boreholes, and Other Devices for
Environmental Activities”.
The injection gallery shall be demolished and removed as described in Chapter 6 –
Geotechnical Design for bidding purposes. During design an alternate procedure may be
recommended by the Contractor’s Geotechnical and Structural Designer of Record. At a
minimum, the infiltration gallery will need to be decommissioned to meet geotechnical and
structural/foundation engineering requirements as described in Geotechnical and Structural
Design Chapters 6 and 9 respectively. A typical design for infiltration gallery and chimney
drain have been included within the Appendix for reference.
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The SWMU 20 Soil Vapor Extraction wells VE 0061 and VM0080 are expected to be
decommissioned by the depot around March 2015. If the Contractor determines that the
removal of these wells should happen earlier to allow for construction, then Contractor shall
contact Contracting Officer and coordinate with depot environmental manager for removal.
5.6.3.
Waste Disposal. All project construction waste shall be legally disposed of by the
contractor at an off-base landfill.
5.6.3.1.
Hazardous Waste. Demolition of existing buildings and excavation of soils underneath
pavements may uncover potential hazardous waste materials. It is the responsibility of the
Contractor to identify these materials during design and develop a hazardous waste disposal
plan to Contracting Officer for approval. Contractor is responsible for complying with all
applicable federal, state, and local regulations pertaining to transport, storage, use, or
disposal of hazardous materials/wastes. Coordination of these activities shall be through the
Contracting Officer and DDJC Hazardous Waste Program Manager.
5.6.4.
Haul Route. The project site is approximately 1.5 miles from the DDJC South Entrance
(Contractor Entrance) to the North Eastern corner of project site. Access to the base and site
for the Contractor will be limited to the South entrance only, which is located on Chrisman Rd.
approximately 500 feet north of Bates Rd intersection. See sheet G-002 for the gate
location, project site, and haul routes.
5.6.5.
The Contractor Staging Area. The contractor storage yard and trailer shall be located
within the project boundary indicated on sheets. The proposed laydown and trailer area is
located south of GPW footprint, between the PSC access drive and the existing parking area.
An alternate location has also been indicated on sheet C-101 for Contractor to utilize as
necessary. Both staging areas contain monitoring wells and other DDJC Environmental
inventory not slated for demolition. It is the responsibility of the Contractor to coordinate with
DDJC environmental staff when locating equipment, trailers, fencing, etc. around these
features. DDJC staff must have access to these areas to read and service wells. For Truck
Trailer Bid Option, additional area shall be identified as necessary outside of the project
boundary on sheet C-102. Contractor will submit proposed area to Contracting Officer for
approval.
5.7.
Site Development. Site work shall include, but not be limited to, site grading, stormwater
drainage, and utility connections from existing sources (see C-101 for GPW project
boundaries, C-102 for trailer parking bid option). All site features/structures (equipment yard
and dumpster enclosures, etc.) shall be sited in accordance with the AT/FP standards as
required.
5.7.1.
Building Siting. The new facility shall be sited as shown on sheet C-101 meeting the
minimum provisions of all applicable references indicated in these RFP documents. The
Contractor shall confine proposed development to the project area as designated in these
RFP documents. The project boundaries for new GPW 59 are shown on sheet C-101. Truck
trailer parking bid option is shown on sheet C-102.
5.7.2.
Parking. The parking area south of proposed GPW 59 shall be restriped, as indicated on
sheet C-101. The D-B Contractor shall verify the parking capacity and demand of the lot and
restripe area accordingly. The restriping shall provide at a minimum the same amount of
ABA compatible handicap spaces, POV stalls, and motorcycle stalls estimated at: 25 ABA,
189 POV and 6 motorcycle respectively. Striping must have a logical vehicular flow from B
th
and 7 Streets and provide adequate number entrance and exit points. Striping may be
phased to allow the Contractor to utilize more laydown space as required. Contractor shall
coordinate all striping work with Contracting Officer before proceeding with work. The
parking area shall comply with DDJC minimum offset standard of 50 feet between the
warehouse. The proposed parking area design shall maximize the number of parking spaces
available while maintaining standard stall geometries and angles. Contractor shall relocate or
provide all required signage for work.
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5.7.3.
Emergency Service Lane and Connections. Fire/emergency service clear space shall be
provided around the facility. Access to the building and fire system components shall be in
accordance with UFC 3-600-1 and NFPA 101.
The Fire Department Connection(s) shall be designed per UFC 3-600-01, paragraph 2-10.4,
Fire Department Connection. Facilities with fire department connections for sprinkler or
standpipe systems must be provided with suitable all-weather ground access surface for
pumper apparatus within 150 ft of such fire department connections. Fire department
connection is required to be within 150 feet of a fire hydrant.
5.7.4.
Truck Circulation. Contractor shall design for truck circulation at site and provide evaluation
within their design analysis. Analysis shall identify potential issues with truck clearances,
maneuverability, and traffic flows under a variety of conditions. Designer must propose a
recommended plan outlining issues and any mitigation measures necessary. Mitigation
measures may include limiting certain types of trucks to specific docks or restricting docks to
only incoming or outgoing goods. These constraints must be coordinated with the DLA and
user for best solution that maximizes operations and functionality of warehouse. Design
vehicle for the truck docks is described below in paragraph 5.11.2. If contractor includes
pavements that are outside of project boundaries or designated DDJC roads within their truck
swept path, pavement analysis shall be done for areas to see if sections are adequate for
design vehicle loads. Any additional costs required to utilize pavements (curb demo,
pavement replacement/overlay, etc) for turning and access shall be burdened by the
Contractor.
5.8.
Permits. Contractor shall coordinate with the depot environmental manager and Contracting
Officer on all applicable state, county, and local permits required for project. Typical required
permits include but are not limited to: air, health, land disturbance, and construction permit at
the depot. Authorization to Construct will only be granted once the Contractor obtains all
necessary permits. Permits required to obtain Authorization to Construct are listed under
Design After Award section 01 33 16.
5.8.1.
Storm Water Pollution Prevention Plan. The GPW project site and truck trailer parking bid
option, disturb more than 1 acre and requires filing a Notice of Intent (NOI) to discharge and a
Storm Water Pollution Prevention Plan (SWPPP) shall be required in accordance with the
National Pollutants Discharge Elimination System (NPDES) Construction General Permit
(CGP). The Contractor is responsible for submitting the SWPPP for government approval
prior to submission of CGP to the California State Water Resources Control Board
(CSWRCB). Contractor shall follow the requirements as described in the UFGS specification
section 01 57 23.
5.9.
Grading. The Contractor shall design the grading of the site. Ponding will not be allowed on
the site. Drainage shall be away from the building in all directions and shall match preexisting conditions where possible. Contractor shall account for PSC grading into the design
and site layout. The grading plan from the 100% design submittal has been attached to the
appendix of this RFP for reference. It is the responsibility of the Contractor to verify the PSC
grades and finish surface elevations prior to construction.
5.9.1.
Site Drainage Concept. Drainage shall generally be surface drainage away from building
with paved areas sloping a minimum of 1%; earth areas a minimum of 2%; earth areas for the
first 10-feet around the building 5%; and pipes, gutters, and swales a minimum of 0.5%. A
storm drainage system shall be designed for a 10-year storm per UFC 3-201-01 Civil Design.
Storm drainage system shall be designed to provide a minimum full flow velocity of 0.76
m/sec (2.5 ft/sec). Storm drainpipes shall be verified and/or sized by computation of
backwater surface profiles. Calculations for the flows shall utilize a value no smaller than
0.013 for Manning’s “n” factor. New manholes shall be provided where required to route the
system around the building footprint if required. Manholes shall be constructed in
accordance with UFC 3-201-01, not to exceed a specified maximum distance per pipe size,
and are required at changes in alignment, inlet points, and other junctions. In addition to the
10-year storm requirement, the Contractor shall design on site drainage ditches, swales,
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culverts, etc. that reroutes the storm runoff away from the new facility. Typical features to be
considered in site drainage include valley gutters and catch basins. Use of these features
shall not interfere with truck dock operations and shall be designed for H20 AASHTO loading.
Contractor shall submit a drainage plan with design submittal. The site drainage plan shall
include the areas of building demolition and must account for the finish surface and
landscaping features of the PSC. Both the GPW 59 project site and truck trailer parking bid
option shall evaluate existing stormwater lines at their respective point of connection for
capacity and factor into their design of site drainage features.
5.9.2.
Storm Runoff Design. Storm runoff shall be calculated using USACE criteria set detailed in
EISA 438 and UFC 3-210-10, and UFC 3-201-01. Typical methods used are TR-55 and
Rational, any alternative methods must be approved through Contracting Officer. Contractor
shall use local IDF curves prepared by state/local agency, or NOAA Atlas 14 respectively.
The storm frequency for sub-surface collection system shall be designed per local, state,
depot regulations, or a minimum of 10 year, whichever is most stringent.
5.9.3.
Depot Stormwater Retention Pond. A 24,500,000 gallon capacity storm water retention
pond is located in the northwest portion of DDJC Tracy. This pond was constructed
specifically for on-site storm water retention and disposal, by percolation/evaporation, as a
part of the installation’s storm water collection system. Although a system wide framework is
in place for stormwater, the Contractor shall consider implementing Low Impact Development
(LID) features as described in paragraph 5.9.7 to the maximum extent technically feasible.
5.9.4.
Building Pad and Dock Area. The finished grades adjacent to the building shall be a
minimum of 4’-0” below finished floor to ensure proper operation at the truck docks. A truck
restraint system shall be provided at the docks and will function with the finish grade surface.
See Paragraph 5.9.1 for typical minimum slopes of finished grade adjacent to the building.
5.9.5.
Site Pavement and Parking Areas. The parking area south of GPW footprint is only
optioned for paint striping. Therefore this area shall be kept at existing grades. The truck
trailer parking bid option shall be graded with a minimum of 1% slope for a positive drainage.
Provide parking stalls with a maximum front to rear end 5% gradient and a maximum side to
side slope of 1.5% gradient. Site pavement beyond 10ft of building footprint shall be graded
towards storm water features maintaining a minimum of 1% for positive drainage. No
ponding shall be allowed in either of these areas.
The truck stall pavement immediately in front of the truck docks shall be PCC pavement
instead of AC. A PCC trailer stall is proposed for every truck dock as shown on sheet C-101.
Stall shall be minimum width of the dock openings plus an additional 1 foot on either side.
Stall length shall be sized for the truck and trailer of the design vehicle.
5.9.6.
Roof Drainage. The Contractor shall make provisions for roof drainage from the GPW to be
included in the site drainage system. Downspout outlets shall be provided concrete splash
blocks. Runoff from downspouts shall drain away from the new facility. Where underground
collection of rainwater is used, no more than 3 downspouts may be collected together for
discharge into stormwater structure. Minimum pipe sizing shall be designed in accordance
with IPC or 6-inches minimum. See Civil Engineering UFC 3-201-01 for additional
requirements.
5.9.7.
Ground Wells. The ground wells that are shown as protect in-place, on sheet CD100, shall
have surrounding grade slope away from well. The well must not be at a low point within the
site drainage plan. In some cases, the well casing may need to be retrofitted to match final
surface grade. Substantial grade change will require new well box and AASHTO H20 traffic
rated lid to be reset. Before modifying any wells, the Contractor shall coordinate with the
depot Environmental Manager and Contracting Officer accordingly.
5.9.8.
Low Impact Development (LID). Site grading and storm drainage system for the project
shall be designed to maintain the predevelopment (pre-project) hydrology of the surrounding
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area. The contractor shall incorporate the LID for the site storm drainage system design in
accordance with UFC 3-210-10 Low Impact Development and EPA 841-B-09-001 Technical
Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects under
Section 438 of the Energy Independence and Security Act. The contractor shall include the
hydrology analysis of the area for the pre-development and post-development conditions
using the 95th percentile 24-hr storm or more stringent criteria as applicable. Analysis
includes maintaining the predevelopment hydrology of the site in regards to temperature,
rate, volume, and duration of flow. This data shall be reflected in the design analysis to
support LID requirements and LEED credit efforts.
5.10.
Earthwork.
5.10.1.
General. During construction, minimize disturbed areas, stockpile excavated soils, and
protect excavated soils from wind and water erosion. Disturbed areas shall receive BMP
features per UFGS section 01 57 23. Non-paved finish grade areas shall be designed and
constructed with adequate permanent erosion control. Displaced soils shall be replaced or
removed per DB Contractor’s design and Final Geotechnical Report. See Chapter 6
Geotechnical Design and Appendix for existing soil conditions and placement requirements.
5.10.2.
Excavation. Contractor shall follow the requirements contained in this RFP, and the D-B
Contractor edited UFGS specifications including section 31 00 00.
The proximity of Installation Restoration Program (IRP) sites and nature of past operations at
DDJC suggest that contaminated materials may be encountered at either of the GPW 59 or
truck trailer parking project areas.. The Contractor shall prepare a waste disposal plan prior
to construction. The plan shall identify estimated quantities to be generated, characterization
data or a sampling/analysis plan, spill containment and response measures, proof of
hazardous waste worker through OSHA, and all required permits for the storage and
transport of materials. During construction, if contaminants are encountered or suspected
either by detecting suspicious odors or discolored soil, the Contractor shall notify the
Contracting Officer immediately.
If the Contractor discovers unidentified hazardous conditions after construction
commencement, he/she shall notify the Contracting Officer immediately. The Contractor shall
stop construction for up to 3 days to allow time for Environmental Management (EM)
representatives to sample and analyze suspected contamination. If the soil is determined to
be contaminated, the Contractor shall set the contaminated soil aside on some contained
area (asphalt, plastic lining, etc). The contained area shall first be covered with minimum 15
mil plastic before any soil is placed there. After the soil has been placed there it shall be
entirely covered with minimum 15 mil plastic sufficiently anchored to remain in place during
windy/stormy conditions. Stormwater shall be diverted away from the stockpile, and any
runoff from the stockpile area shall be contained and properly disposed of.
5.10.3.
Borrow and Disposal Sites. All borrow shall be obtained off base at Contractor expense
from an off-site source acceptable to the Contracting Officer. All excess materials shall be
disposed of at an approved municipal landfill unless directed otherwise by the Contracting
Officer. Design-Build Contractor shall submit material certification for approval prior to
placement. Material must meet the recommendations of the Contractor’s Geotechnical
Report as noted in the following paragraph.
5.10.4.
Geotechnical Report. Contractor is required to obtain the services of a Geotechnical
Consultant. All required explorations, laboratory testing, and Geotechnical evaluations and
recommendations are the responsibility of the Contractor. See Section 6 Geotechnical
Design for additional information regarding the Contractor prepared Final Geotechnical
Report.
5.11.
Site Improvements
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5.11.1.
Standard Details. Site details shall be similar to those shown in the DDJC Tracy Site
Installation Design Guide of July 2002, where applicable. Additional details for military
installations may be used from the CAD-BIM Technology Center website located at:
https://cadbim.usace.army.mil/default.aspx.
5.11.2.
Pavement Design. The Contractor shall determine the pavement design requirements based
on Chapter 6 Geotechnical Design, UFC 3-250-01FA, UFC 3-201-01 and on the approved
Contractor-prepared Final Geotechnical Report to support the design vehicles. Pavement types
(AC, PCC) are called out on sheet C-101 for GPW 59 project site. For the truck trailer
parking bid option, Contractor is responsible for estimating pavement quantities for their
design meeting the requirements noted in paragraph 5.3.3. At a minimum, pavement design
shall accommodate the following design vehicle:
•
•
Caltrans 2008 STAA-LONG Semitruck and Trailer (Source - Prelim Highway Design
Manual Caltrans; 5th Edition)
Length 74ft; Truck Wheelbase 25ft, Trailer Length 48ft
PCC pavement for truck stalls may be reduced in length from the design vehicle above. A
Caltrans 50 Legal design vehicle may be used for a stall length of approximately 65 feet. All
free edges of the PCC pavement including ends and sides of slabs subject to traffic shall be
thickened edge per UFC 3-250-01FA Chapter 15, figure 15-4H.
5.11.3.
Handicapped Access. Handicap parking, van accessible stalls and routing shall be
designed per Architectural Barriers Act (ABA) standards if restriping bid option is awarded.
Handicap ramps shall be provided at the entrance to the annex and an ABA accessible route
between the southern parking lot and annex should be maintained. Contractor shall verify
within the grading/drainage submittal that grades do not exceed 2% along the designated
route.
5.11.4.
Pavement Marking. Design and provide pavement markings, traffic control and information
signs, as required by applicable Standards (UFC 3-201-01, SDDCTEA Pamphlet 55-17, and
MUTCD - Manual on Uniform Traffic Control Devices), including but not limited to the
following:
•
•
Access Roads and Driveways Centerlines, edges and traffic signage.
Handicap marking, paint and signage compliant with ABA requirements.
Contractor shall submit a pavement marking and signage plan as part of the required design
documents for parking restriping.
5.12.
Utilities.
5.12.1.
Utility Connections. Utility connections shall be provided by the Contractor for the new
facility as required. Service connection locations for water, fire protection, sanitary sewer,
gas, communications, and electrical shall be shown on the Contractor’s Utility Plan. It should
be noted that native soils at DDJC are known to have high corrosive properties therefore a
positive corrosion protection system shall be implemented for all buried ferrous utilities and
appurtenances. Contractor shall also verify utility connection POC’s with PSC utilities plan
and demo sheets attached as an appendix to this RFP.
5.12.2.
Existing Utilities. Existing utilities for the GPW are shown on sheet V sheets 101-107 to the
extent of information made available to the surveying company, Great West Surveying, Inc.
Depot utility maps have also been included with this RFP and are located in the appendix.
The Contractor shall perform site survey(s) as required for their design of the GPW and
awarded bid options respectively. The Contractor is responsible for verifying the existence,
location, size, depth and condition of existing utilities. Utilities found within the footprint of the
building shall be located, marked and relocated outside the building footprint at the
Contractor’s expense. Pot holing to locate existing utilities and all tie-ins to existing utilities
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shall be costs borne by the Contractor. During the design phase, the Contractor shall submit
a written request to the Contracting Officer for excavation and exploratory works within
subject area for their designer’s Geotechnical Report. At that same time, Contractor may
also perform their topographic/utility investigation survey. Existing utilities requiring relocation
shall be relocated into a utility corridor outside of the GPW, and shall be at the contractor’s
expense. No utility shall be removed and relocated prior to receiving approval from the
Contracting Officer. Utility relocations outside the 5 foot line of the building shall utilize the
shortest route to designated utility corridors.
5.12.3.
Utility Interruption. Interruption of all utilities services to facilities, during construction, is
only allowed with notification and restricted to the hours determined by the Contracting
Officer. Contractor shall notify the Contracting Officer 15 days prior to expected interruption.
5.12.4.
Water. Final domestic water hook-up to the potable system (site and all buildings) shall be
hydrostatically tested and disinfected. Testing requirements for each type of pipe material
(Ductile Iron and PVC) and disinfection testing requirements shall follow all local codes and
comply with AWWA C600, AWWA C605, and AWWA C651 respectively. All piping, joints,
fittings, valves, valve boxes, fire hydrants, backflow prevention devices, and thrust restraint
shall comply with UFC 3-600-0 Fire Protection Engineering for Facilities and the National Fire
Code. All new potable water lines and appurtenances shall comply with the standards set
forth in the California Safe Drinking Water Regulations.
5.12.4.1.
Domestic Water Line. The domestic water line shall be designed with a line velocity of less
than 5 ft/sec to prevent possible water hammer effects from automatic or fast closing valves.
A water meter shall be provided and installed as required per UFC 1-200-02, and be
compatible for future use with base monitoring system. The service connection shall be sized
per demand of all fixture units using the water fixture method from the International Plumbing
Code (IPC). Pipe sizes should generally be sized for 2 – 5 ft/sec at maximum daily demand
and largest fire flow requirement.
All new water lines shall be leak and pressure tested per AWWA C600 and AWWA C605 as
applicable. Pressure shall be no less than 1.5 times the maximum working pressure of
system or when pipe sizes are 2-inches and less, pressure shall not be less than 200 psi.
Pressure shall be held for minimum of 2 hours. Backflow prevention devices are required on
both domestic water supplies and fire protection systems.
5.12.4.2.
Water Piping Materials. Acceptable PVC underground service lines less than 4” shall be
ASTM D1785 Schedule 40 with valves and fittings per ASTM D2466 and AWWA C800.
Water pipe 4” through 12” diameter shall be PVC AWWA C900. Tracer wire and warning
tape shall accompany any new water pipe installed. Acceptable ductile iron pipe materials
and fittings shall in accordance with AWWA C151, 350 pressure class and be mortar lined
per AWWA C104. Ductile iron pipe for water service may be considered only when water
service lines are sized 4” or greater to meet requirements described in 5.12.4.1. All fittings
shall have a minimum pressure rating of the pipe.
Pressure and leakage test shall be per pipe manufacturer’s requirements. Fittings and
appurtenances shall be per manufacturer’s requirements for installation. See paragraph
5.12.4.2 above and UFC 3-230-01 Water Storage Distribution and Transmission for additional
design requirements.
5.12.4.3.
Burial Depth. Water lines for domestic water shall have a minimum depth of the following
criteria with the most stringent governing: 2.5 feet, depth greater than frost penetration, or
depth sufficient to support imposed dead and live loads for pipe materials used.
5.12.4.4.
Water Meter. The water meter shall be placed in a location easily accessible, preferably
within the mechanical yard. The service connection shall be sized per demand of all fixture
units. Contractor shall design the appropriate size of the water meter in accordance with
AWWA M22.
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5.12.4.5.
Backflow Preventer. Backflow prevention devices must be approved by the State or local
regulatory agencies and shall be UL listed and FM approved. Backflow prevention device
shall be located in coordination site development and be easily accessible for maintenance
and testing. Mechanical Design Chapter 10 in this RFP for additional requirements.
5.12.5.
Fire Protection Water Line. All piping, fittings, valves, valve boxes, fire hydrants, backflow
prevention devices, minimum depth of piping and thrust restraints shall comply with UFC 3600-01 and NFPA 24. The IBC shall not be used with regards to fire protection features.
DDJC Tracy has a dedicated fire supply line throughout the base. Location of line is shown
on the Depot Utility Maps included in the appendix of the RFP. Fire pumps support the fire
flows in this system. Base provided fire flow data is listed under Fire Alarm, Mass Notification
and Fire Suppression System, Chapter 14. Contractor shall be responsible for performing a
flow test to verify values.
5.12.5.1.
Fire Protection Piping Materials. Fire lines shall be Polyvinyl Chloride (PVC) Class 150 DR
18 at a minimum and shall conform to the “Standard for Polyvinyl Chloride (PVC) Pressure
Pipe, 4” through 12”, For Water” (AWWA C900). Ductile Iron Pipe (DIP) may be used for fire
service under the applicable provisions of paragraph 5.12.4.2. Polyethylene encasement per
AWWA C105 or other approved corrosion protection system shall be provided for DIP and
appurtenances. Pressure and leakage test shall be per pipe manufacturer’s requirements.
Fittings and appurtenances shall be per manufacturer’s requirements for installation.
5.12.5.2.
Fire Hydrants. Fire hydrants shall be Wet Barrel type and adhere to the requirements within
UFC 3-600-01. Hydrant must be UL listed, FM approved, or listed by an NRTL and shall be
approved by the Depot Fire Marshal. Fire hydrants shall include National Standard fire hose
threads on the two 2.5-inch house outlets and one 4.5-inch pumper port; and it shall be an
integral part of the hydrant.
New fire hydrants shall be located and installed in accordance with the requirements of UFC
3-600-01, Fire Protection Engineering for Facilities and the NFPA 24. Final placement will be
determined by the Contractor’s Fire Protection Engineer. The fire hydrant and hydrant bonnet
color shall comply with the DDJC Tracy standards.
5.12.5.3.
Fire Department Connections. The Fire Department Connection must be in an accessible
location, not to exceed 150ft from the nearest fire hydrant. Design and requirements shall be
in accordance with UFC 3-600-01, and the Fire Protection Design Chapter 10.4 of this RFP.
5.12.5.4.
Post Indicator Valves. Specific to DLA projects, the Contractor shall use OS&Y type control
valves. Design and requirements shall be in accordance with UFC 3-600-01 and the Fire
Protection Design Chapter 10.4 of this RFP.
5.12.5.5.
Burial Depth. Fire protection lines shall be installed in accordance with the minimum depth
requirements of the National Fire Protection Association (NFPA), 3 feet, or frost depth
penetration, whichever is more stringent.
5.12.5.6.
Backflow Prevention. Backflow prevention (BFP) devices on dedicated fire supply line will
not be required. Where test connection(s) are placed outside of mechanical room, Contractor
shall place test connection(s) per direction of Depot Fire Marshal. There must be enough test
connections to perform forward flow tests at system demand.
5.12.5.7.
Fire Flows. Flow data provided by the depot is included in the Fire Protection Design
Chapter 10.4 of this RFP., and is for information only. The D-B Contractor is required to
conduct their own flow test to use as the basis of design.
5.12.5.8.
Testing. Shall be in accordance with UFC 3-600-01 and the NFPA standards.
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5.12.6.
Valves and Valve Boxes. Valves shall be placed at all locations where it would be desirable
to isolate the system for maintenance and repair. The number of valves shall not be kept to a
minimum as a cost cutting measure. Valves shall be placed in conjunction with fire hydrants.
Valve boxes shall be provided for each new valve. Valves located on fire protection lines
shall have triangular box covers. Cast iron boxes shall be bonded with the ferrous valve and
be cathodically protected. Cast iron valve boxes shall have a protective coating applied using
a coal tar epoxy. Valve boxes in traffic areas shall be selected to sustain anticipated H20
AASHTO loads.
5.12.6.1.
Bacteriological Disinfection. Bacteriological disinfection shall be as prescribed by the
American Water Works Association (AWWA) C651 and California Safe Drinking Water
Regulations as applicable.
5.12.7.
Sanitary Sewer. A sanitary sewer lateral shall be designed to convey sewage from the
building and shall connect to the existing sewer system. Sewer design flows shall use the
waste fixture unit method per the International Plumbing Code (IPC). The building lateral
shall provide the maximum slope attainable while meeting the burial depth criteria for the line.
Sanitary sewer laterals shall have a minimum diameter of 6-inches. The minimum and
maximum design velocity shall be in accordance with UFC 3-240-01 Wastewater Collection.
5.12.7.1.
Burial Depth. Sanitary sewer lines shall have a minimum cover of 2 feet in areas not
subjected to vehicle loads and a minimum of 3 feet if subjected to vehicular traffic. Required
minimum depth shall use frost penetration depth when it is greater.
5.12.7.2.
Space. Sanitary or industrial waste sewer lines shall not be closer than 10 feet horizontally
from water lines, except where the bottom of the water pipe is at least 12 inches above the
top of the sewer pipe; then the horizontal spacing may be reduced to 6 feet. When it is
necessary to install the pipes closer than directed above, the sewer pipe shall be encased in
concrete at least 4-inches thick.
5.12.7.3.
Cleanouts. Cleanouts shall be provided for the sanitary sewer lateral on the exterior of the
GPW where it exits the new facility. If a 6-inch lateral is used, cleanouts shall be placed no
more than 100-feet apart.
5.12.7.4.
Sewer Manholes. Manholes are required at junctions of gravity sewers and at each change
in pipe direction, size or slope. A manhole shall be used for the building connection if the
connection is more than 100 feet from the building cleanout. Manholes may be precast or
cast-in-place if tying into and/or placed over the top of an existing line.
5.12.7.5.
Sanitary Sewer Line Materials. Piping for sewer service connections shall be industry
standard for sewer service for commercial facilities. Examples of acceptable pipe are:
vitrified clay pipe, polyvinyl chloride (PVC) pipe, and acrylinitrile butadiene-styrene (ABS)
pipe. Pipe and joints shall be per manufacturer’s requirements. Cleanouts or manholes are
required at all direction changes. Minimum slope of pipe shall allow for self-cleaning
velocities as prescribed in the UPC.
5.12.7.6.
Existing Lines. The Contractor shall verify the actual location of existing utility lines shown
on sheet C-101 and for awarded bid options. Contractor shall notify Contracting Officer of
potential conflicts.
5.12.8.
Natural Gas. Gas service shall be provided to project for mechanical equipment and interior
furnishes as applicable. See requirements under Mechanical Design – Chapter 10.
5.12.9.
Storm Drain. Piping for storm drainage shall be industry standard for the drainage of
commercial facilities. Examples of acceptable piping material are: polyvinyl chloride (PVC)
pipe, acrylinitrile-butadiene-styrene (ABS) pipe, non-reinforced concrete pipe, reinforced
concrete pipe, and corrugated metal pipe.
Installation shall be per manufacturer’s
instructions. Drain structures such as curb inlets, catch basins, and manholes shall be pre01 10 10 - 18
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cast. Rims, covers and grates for drain structures shall be rated for H-20 traffic loading in
traffic areas. Additional design requirements are noted in paragraph 5.9.1.
5.12.10.
Pipe Bedding and Trench Backfill. Pipe bedding shall be per pipe manufacturer’s
requirements. Trench backfill shall be compacted in lifts not to exceed 8 inches in loose
thickness, except compacted lift thickness shall be not exceed 4 inches when hand-held
compaction equipment is used. Minimum compaction of soil (non-aggregate base) backfill
under paved, sidewalk, and building areas shall be 95% of laboratory maximum per ASTM
D1557. An alternate backfill is to use excavatable controlled low-strength material (CLSM)
conforming to ACI 229R-99 with 28-day compressive strength between 50 and 150 psi.
Jetting methods will not be allowed under any circumstances.
5.13.
Anti-Terrorism/Force Protection (AT/FP). Contractor shall comply with AT/FP requirements
as outlined in UFC’s 4-010-01 and 4-010-02. Unobstructive distance around the facility shall
be a minimum of 33 feet (10m). POV parking south of the warehouse must meet minimum
base offset requirements of 50’. Although the warehouse bays are exempt to the AT/FP as
defined in the UFC, the warehouse annex shall have the appropriate provision in-place. The
annex shall be designed under the following factors:
•
•
•
Controlled Perimeter
Explosive Weight II
Low Occupancy Building (fewer than 11 personnel or less than one per 430 SF)
If the General Purpose Room bid option is awarded, appropriate AT/FP requirements must
be implemented to the warehouse annex meeting the requirements of UFC 04-010-01.
6.
GEOTECHNICAL DESIGN REQUIREMENTS
6.1.
General. See paragraph 6.6 “Preliminary Data” and Attachment 8 to this RFP for available
site-specific and nearby Geotechnical information. The requirements and information
contained herein represent minimum requirements to be used for preparing project design
documents. The more stringent/conservative of these paragraph 6 requirements, the Unified
Facilities Criteria (UFC), the approved Contractor Final Geotechnical Report (FGR)
recommendations, the current (2012) International Building Code (IBC), or the applicable
Unified Facility Guide Specifications (UFGS) Section requirements and notes, as approved by
the Contracting Officer, shall govern when preparing the final construction drawings and
specifications.
6.1.1.
Design and construction shall be supported with appropriate geotechnical engineering. The
Contractor is fully responsible for the design and construction of all foundations and
pavements and other geotechnical features for the subject project. The Contractor shall
secure the services of a competent and reputable Geotechnical Engineering consulting firm
to provide the basis for design of foundations, pavements, retaining walls, utility earthwork,
grading, and any other geotechnical related items. The design parameters and material
requirements shall be used for producing drawings for construction and for editing applicable
UFGS Sections for earthwork and paving and concrete. All Geotechnical-related laboratory
testing performed to support both design and construction shall be by an approved certified
laboratory in accordance with specification Section 01 45 00.00 10 “QUALITY CONTROL” (or
like numbered/titled Section provided by USACE Sacramento for this project). The upper 24
inches, or thicker as determined by the Contractor’s Geotechnical Engineer, of fill below
building pads (slabs and footings) shall consist of granular fill meeting Caltrans aggregate
base or Class 1 subbase or approved superior. Recycled material from demolished asphalt
and concrete may be used provided it is thoroughly broken up and blended with a minimum
of 30 percent of soil material and provided the final homogenous mixture meets the
requirements for granular fill specified hereinbefore. All earth fill below buildings and
pavements shall be compacted in maximum 8-inch loose lifts to a minimum of 95 percent of
ASTM D 1557 maximum laboratory density. ASTM D1557 (Modified Proctor) shall be
specified for all design and construction compaction testing; ASTM D698 (Standard Proctor)
will not be allowed and shall be stricken from all UFGS Sections edited for this project.
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Pavement design shall comply with UFC 3-250-01FA, and section materials shall be as
specified in the UFC and applicable UFGS Sections. For rigid pavement construction joints,
use only doweled or thickened-edge joints; keyed joints shall not be allowed. Where rigid
pavements abut asphalt concrete pavements, and for expansion joints in rigid pavements at
traffic areas e.g. at doorway to warehouse, thickened-edge joints shall be used. Pavement
section materials listed in the State of California Department of Transportation Standard
Specifications (latest edition) may be specified when appropriate for the project
features/design, provided test results verify they meet or exceed requirements listed in
applicable UFGS Sections. UFGS Section 32 13 11 shall be edited for construction of project
PCC pavements. Native soils at DDJC Tracy typically exhibit severe corrosion potential,
therefore all underground metal features/pipes shall be provided with cathodic protection. All
project concrete shall have minimum 28-day compressive strength of 4,000 psi (or stronger
as determined by Structural Engineer) and maximum 0.45 water/cement ratio, using ASTM C
150 Type II or Type V Portland cement meeting low-alkali requirements, and flyash shall
conform to Class F only.
6.1.2.
Design of warehouse storage area floor slabs shall be in accordance with applicable
provisions of UFC 3-320-06A Concrete Floor Slabs on Grade Subject to Heavy Loads and
requirements in Part 9 “Structural Design” of this RFP Section 01 10 10. A minimum uniform
dead load of 500 psf applied across the entire slab area, per DLA direction, shall be used to
represent storage rack and material loading for purposes of foundation and slab subgrade
design, e.g. settlement analysis. Warehouse storage area floor slabs shall be placed directly
on minimum 20-mil poly sheeting meeting ASTM E1745 Class A, placed on minimum 6-inch
thickness of aggregate base course per UFGS Section 32 11 23 compacted to minimum 95
percent of laboratory maximum density.
6.1.3.
The Contractor’s design and construction methods and materials shall include all necessary
provisions to mitigate commonly encountered potentially unstable native soils which shall be
expected as described in the Preliminary Geotechnical Information Report provided as
Attachment 8 to this RFP. The Contractor is hereby put on notice regarding this matter, for
which their final accepted cost proposal shall include all related costs and for which no
additional compensation shall be forthcoming from the Government.
6.1.4.
The Contractor is also hereby advised of the presence of a groundwater injection/infiltration
gallery and chimney drain(s) located near and roughly parallel with the proposed
northernmost warehouse bay separation wall and foundation. Refer to RFP Attachments 8
and 12 and other Parts of this RFP Section 01 10 10 for additional available information,
approximate location, and direction.
6.1.5.
The Contractor shall include drawings, on the appropriate sheets with the appropriatestandard layouts so as to be congruent with the project Contract Drawing set, showing the
actual locations of all project explorations including the site-specific explorations provided in
Attachment 8 of this RFP. The drawings shall also include foundation excavation and
preparation details. The Contractor shall provide with the final specifications, complete logs of
all project explorations in general accordance with ASTM D2488 and summarized laboratory
results depicting the subsurface conditions encountered at the project site.
6.1.6.
Replace in total the like-titled paragraphs in PART 3 EXECUTION of the Contractor-edited
UFGS Section 31 00 00 “Earthwork”, with the below paragraphs. Also ensure paragraph
REFERENCES contains all of the indicated ASTM methods, in particular D 2216, D 4643,
and D 4959 which are not currently contained in the UFGS Section:
3.xx TESTING
Perform testing by a Corps validated commercial testing laboratory meeting the requirements
of SECTION 01 45 00.00 10 “QUALITY CONTROL” and approved by the Contracting Officer.
Determine field in-place density in accordance with the sand cone method ASTM D 1556,
except the nuclear gauge method ASTM D 6938 may be used, as further qualified
hereinafter, to determine in-place density of materials verified to be free of mica or other
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materials known to give inconsistent nuclear gauge results. When ASTM D 6938 is used,
check the calibration curves as described in ASTM D 6938 and adjust using only the sand
cone method as described in ASTM D 1556; check the calibration of the density gauge prior
to the first use of each different type of material encountered and at intervals as directed by the
Contracting Officer, and submit curves and results within 24 hours of running the test. Both
ASTM D 1556 and ASTM D 6938 result in a wet unit weight of soil and when using either of
these methods, use only method ASTM D 2216 to determine the moisture content for
calculating in-place dry density of the soil. For a rough estimate of in-place density to control
field activities only, the Contractor may perform moisture content testing by method ASTM D
4643 or ASTM D 4959 in conjunction with density testing by method ASTM D 6938. Density
results determined by sand cone method ASTM D 1556 shall govern, and shall be used to
calibrate (adjust) the results determined for similar materials by nuclear gauge method ASTM
D 6938. If differing results are consistently determined, use of the nuclear gauge shall be
discontinued and only method ASTM D 1556 shall be used. When test results indicate, as
determined by the Contracting Officer, that compaction is not as specified, remove the
material, replace and recompact to meet specification requirements. Perform tests on
recompacted areas to determine conformance with specification requirements. For all tests
required by these specifications, appoint a registered professional civil engineer to certify
inspections and test results. These certifications shall state that the tests and observations
were performed by or under the direct supervision of the engineer and that the results are
representative of the materials or conditions being certified by the tests. The following number
of tests, if performed at the appropriate time, will be the minimum acceptable for each type
operation.
3.xx.x Check Tests on In-Place Densities
If nuclear gauge method ASTM D 6938 is used for compliance testing, check those in-place
densities by the sand cone method ASTM D 1556 at a ratio of one sand cone test for every six
or fraction thereof tests by the nuclear gauge method. Use these sand cone "check test"
results to calibrate (adjust) the nuclear gauge results for representative materials as
described in paragraph "TESTING" above.
6.1.7.
Replace in total the like-numbered/titled paragraphs in the Contractor-edited UFGS Section
32 11 23 “Aggregate Base Course”, with the below paragraphs; and ensure paragraph
REFERENCES contains all of the indicated ASTM methods, in particular D 2216, D 4643,
and D 4959 which are not currently contained in the UFGS Section:
1.6.2.4 Field Density Tests
Determine the in-place density in accordance with ASTM D 1556, except that method ASTM
D 6938 may be used, as further qualified hereinafter, to determine in-place density of
materials verified to be free of mica or other materials known to give inconsistent results with
the nuclear gauge. When ASTM D 6938 is used, check the calibration curves as described in
ASTM D 6938 and adjust using only the sand cone method as described in paragraph
Calibration of the ASTM publication. Check the calibration of the density gauge prior to the
first use of each different type of material encountered and at intervals as directed by the
Contracting Officer, and submit curves and results within 24 hours of running the test. Both
ASTM D 1556 and ASTM D 6938 result in a wet unit weight of soil and when using either of
these methods, use only method ASTM D 2216 to determine the moisture content for
calculating in-place dry density of the soil. For a rough estimate of in-place density to control
field activities only, the Contractor may perform moisture content testing by method ASTM D
4643 or ASTM D 4959 in conjunction with density testing by method ASTM D 6938. If the
nuclear gauge method ASTM D 6938 is used for compliance testing, those test values shall
be checked against tests performed in accordance with the sand cone method ASTM D 1556
at a minimum frequency of one sand cone test per lift for every six or fraction thereof tests by
the nuclear gauge method. Density test results determined by ASTM D 1556 shall govern
over those determined by ASTM D 6938. If differing results are consistently obtained, use of
the nuclear gauge shall be discontinued and only sand cone method ASTM D 1556 shall be
used.
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3.7 MAINTENANCE
1876
The completed base course shall be maintained in a satisfactory condition including
preservation of moisture and density until the full pavement section is completed and
accepted. Maintenance shall include immediate repairs to any defects and shall be repeated
as often as necessary to keep the area intact. Any base course that is not paved over within
7 days of completion or that has received measurable rainfall prior to paving, shall be
retested to verify that it still complies with the requirements of this specification. Any area of
base course that is damaged or out of compliance shall be reworked or replaced as
necessary to comply with this specification. The Contractor may elect to help preserve the
base course by applying an approved emulsion prime coat meeting local air quality
standards, but such application will not relieve the Contractor from compliance with the
maintenance, verification, and re-work requirements specified herein.
6.2.
Geotechnical Engineering Firm. The Geotechnical Engineering Firm shall be familiar with
seismic, geologic and geotechnical conditions, hazards and issues in the San Joaquin Valley
Area, where the project is located. The Geotechnical Engineering Firm shall have at least five
(5) years experience in the region. All geotechnical engineering work products shall be
reviewed, approved, and stamped by a Senior Civil or Geotechnical Engineer. Approving
engineers shall be professionals registered in the State of California. Lastly, the firm shall
provide engineering support during project grading, foundation, and pavement construction.
6.3.
Geotechnical Work. The Contractor’s Geotechnical Engineering Firm shall prepare a Final
Geotechnical Report (FGR), written in English units, and submit it through the Contractor to
the Government for approval. Manuals and publications for design parameters and
calculations shall be specifically referenced in the FGR. The FGR and the Contractor’s design
shall be based upon these RFP requirements and provided geotechnical data in RFP
Attachment 8 (which the Contractor will thereby assume responsibility for as their own), and any
Contractor-performed site-specific explorations and testing. All field and laboratory work shall
be conducted in accordance with paragraph 6.5 Contractor-Performed Geotechnical
Investigations. Repeating, final design parameters shall be based upon the most
stringent/conservative criteria as required by paragraph 6.1. “General” above. The Final
Geotechnical Report and computations, including copies of instructions and input/output data
sheets for all proprietary models/programs, shall be submitted for Government approval. The
Final Geotechnical Report and/or the Contractor’s final design drawings and specifications
shall include any and all necessary mitigation measures for the expected potentially unstable
native soils and for the injection gallery and chimney drain(s) discussed above, shall meet all
applicable provisions of IBC 2012 Chapters 16 and 18 and these RFP Section 01 10 10
requirements, and shall include but not be limited to the following:
6.3.1
Inspection of Buildings 56 and 58 and other nearby building structures, pavements, and
walls noting their foundation design and any observed distress.
6.3.2
Description of site-specific soil conditions including soil type(s), densities-consistencies,
groundwater conditions, capillarity, and shrink-swell potential.
6.3.3
Site-specific soil parameters: including design native and borrow material unit weight(s);
shear strength(s); φ angle(s); and the site seismic soil profile and evaluation of soil
liquefaction potential including applicable design recommendations.
6.3.4
Recommendations for lime stabilization and/or overexcavation/replacement, and/or any
other measures to mitigate unstable soil conditions. See also paragraph 6.1.2 above.
6.3.5
Lateral design coefficients including Ka, KP, and Ko, and applicable seismic design
parameters.
6.3.6
Foundation design parameters including bearing capacity(s); minimum embedment
depths; minimum footing dimensions (minimum column footing dimension = 24 inches,
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minimum continuous wall footing width = 18 inches); and estimates of total and differential
settlement, liquefaction potential, and vibration settlement if applicable.
6.3.7
For any drilled shaft or driven pile foundation designs, provide certified calculations and
all relevant details/data including but not limited to shaft sizes, material (reinforced concrete
drilled shafts, precast pre-stressed concrete, etc), lengths and tip elevations, calculated base
(end bearing) capacity and side friction capacity, design assumptions, corrosion protection,
installation and special inspection and testing recommendations, and factors of safety.
6.3.8
Footing, concrete pad, thrust anchor, and slab-on-grade requirements including
thickness(s); concrete strength(s); subgrade preparation including over-excavation,
replacement , backfill and compaction requirements (see paragraph 6.1.1); new “floating”
(isolated) slab-on-grade materials (minimum 5-inch thick 4000 psi PCC) for administrative
areas, including vapor barrier (2 inches slightly moist ASTM C 33 concrete fine aggregate on
minimum 15-mil ASTM E 1745 Class A poly sheeting) for slabs to receive floor coverings or
coatings/sealers or other moisture-sensitive finishes, and capillary water barrier (minimum 6
inches of No. 57 or No. 67 ASTM C 33 stone); storage area floor slabs meeting minimum
requirements of paragraph 6.1.2 above and Part 9 “Structural Design” herein; and any special
installation and inspection recommendations for thrust anchors (if applicable).
6.3.9
Pavement and stormwater subgrade design parameters including but not limited to Ks for
rigid pavements, the CBR (California Bearing Ratio) for flexible pavements, and subgrade
hydraulic conductivity for any permeable pavements and/or stormwater retention/detention
systems, as applicable.
6.3.10
Pavement sections for each applicable use and traffic type, including physical
properties/gradation, placement, and compaction requirements for each soil/material layer;
and subgrade preparation requirements including any necessary drainage provisions for
permeable pavements. Provide copies of PCASE model runs and/or hand calculations
following UFC 3-250-01FA procedures as applicable for pavement designs.
6.3.11
Utility earthwork requirements, including trench slopes/safety shoring; minimum depth of
cover; and backfill material parameters; and all necessary recommendations for any
proposed jack&bore utility installation such as beneath airfield pavements.
6.3.12
Grading earthwork requirements, including drainage/subdrainage; minimum and
maximum slopes; material requirements; and the minimum compaction requirements for
building areas, pavement areas, and open areas.
6.3.13
Minimum recommendations for laboratory testing of all Geotechnical-related materials
during construction.
6.3.14
Soil chemistry including resistivity pH, sulfide content, chloride content, evidence of
gypsiferous materials; and any applicable grounding requirements. Based on soil chemistry,
make recommendations on cement type and admixtures for Portland Cement concrete and
other surface and subsurface construction.
6.3.15
Estimated settlement and appropriate foundation/fill/slab recommendations related to
Contractor removal and/or mitigation of the existing injection gallery and chimney drain(s).
6.3.16
Design calculations and recommendations for temporary dewatering during construction,
and for maximum excavation slopes and certified shoring system design.
6.3.17
Any miscellaneous geotechnical design items required by the Contractor for the
satisfactory completion of the project.
6.4.
Acceptance. The Contractor’s FGR and geotechnical basis of design shall meet the
standards outlined herein and in the applicable UFC, Engineer Manuals, Technical Manuals,
IBC Chapters 16 and 18, and ASTM's. The Contractor shall be notified of any errors and/or
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incomplete work (note: lack of notification does not relieve the Contractor of contract
requirements), and shall require the Geotechnical Engineering firm to provide additional
information or testing and explorations as required by the Government. No additional
compensation shall be forthcoming for the correction of errors or incomplete work.
6.5.
Contractor-Performed Geotechnical Investigations: The Contractor and their
Geotechnical Engineer, consistent with all applicable RFP requirements and after careful
evaluation of the available soils information provided in in Attachment 8, shall be solely
responsible for the scope and performance of any geotechnical investigations they deem
necessary at the project site. Contractor-performed investigations shall comply with and be
coordinated with all applicable RFP requirements and particular attention is directed to
Section 01 10 10 Part 6 Geotechnical and Part 9 Structural.
6.5.1
Explorations: The actual location of the proposed building(s) and major project features
shall be determined, and the Contractor’s proposed investigation program shall be submitted
for review and comment by the Contracting Officer, prior to performance of field work.
Borings accompanied by standard penetration (SPT) testing shall be performed in general
accordance with ASTM D 1586, with testing continuously to at least a depth of 15 feet or
deeper as determined by the Geotechnical Engineer, and thereafter to the bottom of the hole
at intervals not to exceed 5 feet. All soil materials shall be field logged in accordance with
ASTM D 2488, and final construction-document logs that are updated with applicable soil
laboratory testing results shall be prepared in accordance with ASTM D 2487. Borings
accompanied by cone penetration (CPT) testing shall be performed in general accordance
with ASTM D 3441 and/or D5778 as applicable. Borings accompanied by flat plate
dilatometer (DMT) testing shall be performed in general accordance with ASTM D6635.
Complete and certified final logs of explorations generated with appropriate software (e.g.
gINT) shall be provided in the final specifications and/or drawings issued for construction.
6.5.2
Laboratory and Field Testing (minimum): All necessary laboratory and/or field testing
shall be performed in general accordance with applicable ASTM publications, or in
accordance with widely-accepted publications and practices when not addressed by an
appropriate ASTM publication.
6.6
Preliminary Data.
6.6.1
Refer to the Preliminary Geotechnical Information Report for DDJC-specific information
and design guidance, including available exploration data obtained by HDR in 2012, provided
as Attachment 8 “Geotechnical Information” to this RFP. The text portions of the HDR report
are provided as information only to assist the Contractor with bid preparation, and to provide
more detail regarding exploration methods than could be garnered solely from the exploration
logs. The exploration logs and laboratory data are provided with the expectation that the
Contractor will adopt them as their own and incorporate them into their Final Geotechnical
Report and subsequent design.
7.
ARCHITECTURAL DESIGN
7.1
GENERAL
7.1.1
Floor Plans. The Government's intent in providing floor plans is to establish building
footprint, general arrangement and relationships of spaces of the user’s organization, and to
identify areas of the facility that have specific requirements.
7.1.2
Elevations. The Government’s intent in providing elevations is to demonstrate general
intent in the facility massing, identify key design elements and establish overall scale. The
Contractor’s design should likewise incorporate and demonstrate appropriate massing, major
design elements and present appropriate scale.
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7.1.3
Ceiling Heights. Minimum clear unobstructed height in the storage areas (warehouse)
shall be 29’-0” and a stacking height of 26’-0”. Ceiling heights in the administration areas
shall be 9’-0” unless otherwise noted in Section 01 10 11.
7.1.4
Building Systems, Materials, and Equipment. While the intent of this RFP is to allow
Contractors the flexibility to design and construct this facility in an economical manner without
sacrificing good engineering practices, Contractors’ flexibility in design and construction must
adhere to all the criteria included within this RFP and conform to materials systems,
performance, elevations and assemblies specified. THE GOVERNMENT DESIRES LOW/NO
MAINTENANCE FINISH MATERIALS TO THE GREATEST EXTENT POSSIBLE. Deviations
from the Tracy DDJC Installation Design Guides for exterior materials must be approved by
the Contracting Officer.
7.1.5
Option Item. General Purpose Room with Storage (Rooms Nos. 125, 126 & 127). If
the General Purpose Room bid option is awarded, appropriate AT/FP requirements
must be implemented to the administration annex in conformance with UFC 04-010-01.
See also Section 01 10 11 for room requirements. DB Contractor shall coordinate the
layout of the VTC requirements with the installation personnel thru the Contracting
Officer. Installation POC: Laura Hooper (J1/Training, DDJC San Joaquin); Phone: (209)
839-4186; E-Mail: laura.hooper@dla.mil.
7.1.6
Warehouse Rack Layout. Rack layout during design by the D-B Contractor shall
include
coordination with installation personnel thru the Contracting Officer.
Installation POC: Norm Dalsis (DS-FJIF, DDJC San Joaquin); Phone: (209) 839-4086; EMail: Norm.Dalsis@dla.mil., as this will affect layout of lighting, fire suppression,
skylights, etc. Racks will be GFGI.
7.2
CODES AND STANDARDS. See paragraph 4.13.
7.3
EXTERNAL ACTIVITIES
Vehicular access shall provide for garbage pick-up, loading and unloading access to the
storage bays, mechanical rooms and equipment storage, and access for emergency
response vehicles to the facility. Base personnel will access the facility by privately owned
vehicles, bicycles, or walking.
7.4
INTERNAL ACTIVITIES
The facility will be occupied by General Purpose Warehouse personnel, as well as military and
civilian visitors. The vast majority of the building footprint is taken up by the Storage Bays.
The facility will also have an administration annex consisting of administration area, private
offices, breakroom, general-purpose room, lockers, and restrooms. Required corridors and
exits are secured to the outside. Secondary points of egress are located around the facility.
7.5
SPACE ALLOCATIONS
Area calculations are provided in Attachment 9, Program for Design.
7.6
BARRIER FREE DESIGN
Design to comply with requirements of the Architectural Barriers Act (ABA), Accessibility
Standard for Department of Defense Facilities, latest edition.
7.7
7.8
LIFE SAFETY. See Chapter 8 Life Safety.
FIRE SAFETY. Minimum allowable construction type, per the International Building Code,
shall by Type IIB (non-combustible, un-protected).The interior of the building shall be fully
sprinklered (see fire protection section). All interior finishes on walls and ceilings of exists
shall be Class A or Class B, per UFC 3-600-01 and NFPA 101. In case of conflict, UFC 301 10 10 - 25
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600-01 supersedes NFPA 101. Interior floor finish shall be Class I. Fire Department vehicle
and hose access shall be provided around the perimeters of this facility, as required by UFC
3-600-01. Offerors are responsible for providing all design and construction to meet UFC 3600-01, NFPA – National Fire Codes and adopted Portions of the International Building
Code.
7.8.1
Fire Extinguisher Cabinets. Fire extinguisher cabinets are Contractor Furnished,
Contractor Installed (CF/CI) and shall be semi-recessed or fully recessed, depending on wall
type and traffic pattern. Fire extinguishers shall not project from the wall more than 4” into the
walks, halls, corridors, passageways or aisles. Size the cabinet for the specified fire
extinguishers and spaced as per NFPA 10 requirements.
7.8.2
Fire Extinguishers. Fire extinguishers are Contractor Furnished, Contractor Installed
(CF/CI). Provide Fire Extinguishers conforming to NFPA 10. Extinguishers shall be dry
chemical, Class ABC, UL Rating 4A:80B:C, 10 lbs capacity.
7.9
7.10
7.11
SUSTAINABLE DESIGN. See paragraph 16.
ACOUSTICAL DESIGN. Restrooms, janitor closet, electrical and mechanical rooms shall
be separated from other areas by STC-45 rated construction. The mechanical room shall be
designed to provide an STC-50 noise reduction rating with a reverberation time at midfrequencies (500 to 1,000 hertz) of 0.8 to 1.1 seconds. Where a STC rating is specified, only
STC rated tested assemblies will be acceptable for each application.
BUILDING ENVELOPE
7.11.1
Exterior Walls. Exterior wall construction shall be constructed of materials and systems
defined as acceptable to the Tracy DDJC Installation Design Guide and approved by the
contracting officer. Exterior Color, texture and types and finishes shall be similar to existing
Warehouse No. 58 and be approved by the Contracting Officer.
7.11.1.1
Masonry Walls. All exterior concrete masonry shall be split faced integrally colored; other
textures maybe used for accents. Concrete masonry units and mortar shall match color.
Masonry units and mortar shall be manufactured using clear, integral water repellant as an
efflorescence barrier. All exterior finished masonry shall also be sealed against water using
an impregnating sealer. Interior masonry corridor and/or room walls must be furred. Exposed
masonry walls in mechanical areas are allowed, but must be painted. See Structural Design
Section 9 for additional information. Reinforcement of masonry walls shall meet the
requirements of UFC 4-010-01, Standard 9.
7.11.1.2
Concrete Exterior Surfaces. These surfaces shall not be painted except to prevent water
penetration, receiving accent stripe paint (see building elevation drawings), and unless
specifically approved by the Contracting Officer.
7.11.1.2.1 Exposed, architectural concrete permitted for major architectural elements. Precast concrete
may be used for minor architectural elements such as window sill and wall caps. Precast
architectural concrete, if used in this design, shall be fabricated with integrally colored
concrete, in a color and texture to coordinate with other major building materials and in
accordance with the Tracy DDJC Installation Design Guide. All precast concrete elements
shall be lightly sandblasted to produce a unified, matching color, texture and overall
appearance. All exterior finished architectural concrete shall be sealed against water using a
clear, non-sheen, impregnating sealer.
7.11.2
Roofing. The facility shall have a low slope single-ply membrane roof. Contractor shall
provide roofing details designed in accordance with NRCA Standards (National Roofing
Contractor’s Association).
7.11.2.1
Polyvinyl Chloride (PVC) Roofing Membrane System
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7.11.2.1.1 General. Polyvinyl Chloride (PVC) roofing shall be mechanically fastened to the roof
surfaces. Roofing membrane sheet widths shall be consistent with membrane attachment
methods and wind uplift requirements, and shall be as large as practical. In order to minimize
joints and 3-way overlaps, prefabricated sheets are not accepted. Membrane shall be free of
defects and foreign material. Flashing work shall be coordinate to permit continuous roofsurfacing operations. Insulation shall be applied and weatherproofed on the same day.
7.11.2.1.2 Membrane. Reinforced single ply polyvinyl chloride (PVC) membrane shall contain fibers or
scrim, and shall comply with ASTM D4434, Type III or Type IV, and in all cases shall provide
0.072 inch minimum thickness for mechanically fastened application. Membrane will be white
in color. All seams will be hot-air heat welded. Incorporate air barrier in the roof assembly
where required.
7.11.2.1.3 Fire Resistance. The roofing system fire resistance shall be rated Class A as determined by
UL 790 or Class 1 as determined by FM P7825a. Compliance of each component of the
roofing system shall be evidenced by label or by written certification from the manufacturer.
7.11.2.1.4 Wind Uplift Requirements. Wind uplift resistance of the complete roof assembly including
insulation shall be rated Class I-90 in accordance with FM P9513 or Class 90 in accordance
with UL 580 and capable of withstanding an uplift pressure of 90 psf. Submit engineering
calculations validating the wind resistance of roof system.
7.11.2.1.5 Membrane Flashing. Membrane flashing, including self-adhering membrane flashing,
perimeter flashing, flashing around roof penetrations and prefabricated pipe seals, shall be
minimum 0.060 inch thick reinforced PVC roof membrane and flashing's for 20 year
warranties.
7.11.2.1.6 Fasteners and Plates. Coated, corrosion-resistant fasteners as recommended and supplied
by the PVC roof membrane manufacturer and meeting the requirements of FM 4470 and the
wind uplift resistance specified. Fasteners and plates to be supplied and warranted for the
substrate type(s) by PVC membrane manufacturer and recommended by PVC membrane
manufacturer’s printed data. Fasteners for sheet-metal flashing shall be corrosion-resistant
steel annular type nails or screws.
7.11.2.1.7 Accessories. All accessories required for a complete installation shall be furnished with the
PVC Membrane Roof System, and shall be the manufacturer’s standard products. Provide
cut-edge sealant, metal drip edges, stainless steel clamp rings, pre-fabricated curbs, and joint
covers as required. Metal accessories should be coated and corrosion-resistant.
7.11.2.1.8 Walkways Pad. Scrim reinforced 0.096 inch thickness PVC membrane with a textured
surface, compatible with and supplied by manufacturer of the PVC roof membrane.
7.11.2.1.9 Roof Insulation. Insulation system and facer material shall be compatible with membrane
application specified and be approved and supplied by the PVC membrane roof
manufacturer.
7.11.2.1.9.1 Polyisocyanurate Board: ASTM C1289 Type I -- foil faced both sides or Type II, fibrous felt
or glass mat membrane both sides, except minimum compressive strength shall be 20
pounds per square inch (psi).
7.11.2.1.9.2 Composite Boards: ASTM C1289, Type III, perlite insulation board faced one side, fibrous
felt or glass fiber mat membrane on other side; ASTM C1289 (Polyisocyanurate-perlite).
7.11.2.1.9.3 Cellular Glass Boards: ASTM C552, Type IV.
7.11.2.1.9.4 Polystyrene Board: Shall be in accordance with ASTM C578, Type II, IV, or X.
7.11.2.1.10 Gutters and Downspouts. Provide positive, controlled drainage from the roof at building
eaves, entry, exit and utility door canopies. Provide downspouts for all gutter locations.
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Provide concrete splash blocks at all downspout locations. Roof water shall be diverted away
from entrances and foundations.
7.11.2.1.11 Guarantee. The PVC Roofing Membrane System shall be guaranteed for 20 years for full
roof system materials and installation workmanship warranty, including all flashing, insulation,
and accessory materials necessary to construct a complete, watertight roof system. Such
guarantee shall start upon final acceptance of the roof work, or the date the Government
takes possession, whichever is earlier.
7.11.2.1.12 Tubular Skylight. Skylight shall be 21” model. Dome shall be of high impact, thick acrylic,
with an aluminum stress collar to prevent leaking. Flashings are curb mount, constructed of
commercial grade seamless aluminum. Light pipe shall be micro-silver surface with 98%
reflectivity rate. The decorative trim ring is powder coated white seamless aluminum. The
diffuser is made of durable acrylic with a slight arc to diffuse light evenly in the room. Tubular
skylight shall have a 25 year warranty.
7.11.2.1.13 Davit cranes. Davit cranes shall be provided to facilitate servicing of roof mounted
equipment. See paragraph 7.13.8 for additional information.
7.11.3
Roof Fall Arrest Safety Anchors. Fall arrest safety anchors shall be AISI Series 300
corrosion-resistant steel 3/4” U-Bar safety anchor welded to structural steel tube and base
plate and secured to the structural roof framing members per manufacturer's
recommendations prior to commencement of installation of insulation and roofing materials.
Connection to roof structure shall be capable of resisting a minimum of 5000 lb. horizontal
load. Fall arrest safety anchors shall be a manufacturer's standard product similar to systems
provided by American Anchor (www.american-anchor.com) or Flexible Lifeline Systems
(www.fall-arrest.com) or approved equal. Provide 4 anchors along the eaves sides of each
bay.
7.11.4
Building Envelope Insulation and Sealing
7.11.4.1
General. Provide only thermal insulating materials recommended by the manufacturer for the
type of application required. Insulation shall be a standard product of a manufacturer, factorymarked or identified with manufacturer's name or trademark and R-value. Identification shall
be on individual pieces or individual packages. Apply insulation at exterior walls where
required to provide a minimum of R-19 rating. Apply insulation as required to provide an R-30
rated roof assembly.
7.11.4.1.1 Rigid Block or Board Insulation. Cellular Glass per ASTM C 552; Extruded Cellular
Polystyrene per ASTM C 578; Mineral Fiber Block and Board per ASTM C 612; Rigid
Polyurethane and Polyisocyanurate per ASTM C 1289, Type I or II. Insulation shall have a
maximum flame spread of 25 and a maximum smoke developed rating of 450 when tested in
accordance with ASTM E 84.
7.11.4.1.2 Mineral Fiber Blanket Insulation. Blanket insulation shall conform to ASTM C 665. Exposed
insulation shall have a white sheet vinyl covering. Insulation shall have a maximum flame
spread of 25 and a maximum smoke developed rating of 150 when tested in accordance with
ASTM E 84. Exposed insulation shall have a facing of 2 mil thick white sheet vinyl backed
with 6 inch by 6 inch glass scrim. Unreinforced 0.7 mil thick metal foil facing with a natural
finish may be used in concealed locations. Insulation shall have a facing providing a
permeability of 0.02 perm or less when tested in accordance with ASTM E 96. Facings and
finishes shall be factory applied.
7.11.4.2
Sealant. Sealants shall be elastomeric type containing no oil or asphalt. Exposed sealant
shall cure to a rubber like consistency. All sealants shall be the non-hardening type.
7.11.4.3
Gaskets and Insulating Compounds. Gaskets and insulating compounds shall be nonabsorptive and suitable for insulating contact points of incompatible materials. Insulating
compounds shall be non-running after drying.
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7.11.4.4
Vapor Retarder. Vapor retarder material shall be polyethylene sheeting conforming to the
requirements of ASTM D 4397. A fully compatible tape shall be provided which has equal or
better water vapor control characteristics than the vapor retarder material. A general purpose
tape which has some resiliency and cushioning abilities shall also be provided, as required by
B415-02 of the most recent edition of the TCA Handbook.
7.11.4.5
7.11.5
Masonry Water Repellant. Concrete/masonry water repellant for exterior application shall
conform to the requirements of ASTM E514. Repellant shall be a breathable silane or
siloxane based, meeting all local VOC requirements. Repellant must dry clear with no glaze,
gloss, or sheen, nor will it yellow or discolor over time. Repellant should also be moisture
vapor permeable.
Envelope Air Tightness (Administration Annex only)
7.11.5.1
Building Air Tightness Performance Requirements. Design and construct the new
building envelope with a continuous air barrier to control air leakage into, or out of, the
conditioned space. Clearly identify all air barrier components of each envelope assembly on
construction documents and detail the joints, interconnections and penetrations of the air
barrier components. Clearly identify the boundary limits of the building air barriers, and of the
zone or zones to be tested for building air tightness on the drawings. Trace a continuous
plane of air-tightness throughout the building envelope and make flexible and seal all moving
joints. Note that the Apparatus Bays can be exempt from this requirement.
7.11.5.2
Air Barrier Permeance. The air barrier material(s) shall have an air permeance not to
exceed 0.004 cfm / sf at 0.3” wg when tested in accordance with ASTM E 2178.
7.11.5.3
Air Barrier Joints. Join and seal the air barrier material of each assembly in a flexible
manner to the air barrier material of adjacent assemblies, allowing for the relative movement
of these assemblies and components.
7.11.5.4
Air Barrier Support. Support the air barrier so as to withstand the maximum positive and
negative air pressure to be placed on the building without displacement, or damage, and
transfer the load to the structure.
7.11.5.5
Air Barrier Penetrations. Seal all penetrations. If any unavoidable penetrations of the air
barrier by electrical boxes, plumbing fixture boxes, and other assemblies are not airtight,
make them airtight by sealing the assembly and the interface between the assembly and the
air barrier or by extending the air barrier over the assembly. Do not install lighting fixtures with
ventilation holes through the air barrier.
7.11.5.6
Air Barrier Service Life. The air barrier must be durable and last the anticipated service life
of the assembly.
7.11.5.7
Air Intakes. Damper and control to close all ventilation or make-up air intakes and exhausts,
etc. when leakage can occur during inactive periods.
7.11.5.8
Compartmentalize Spaces Under Negative Pressure. Compartmentalize spaces under
negative pressure such as boiler rooms and mechanical rooms and provide make-up air for
combustion.
7.11.5.9
Performance Verification. Submit the qualifications and experience of the testing entity for
approval. Demonstrate performance of the continuous air barrier for the opaque building
envelope by ASTM E 779 (2003) or E-1827-96 (2002):
7.11.5.9.1 Accomplish tests using either pressurization or depressurization or both. Divide the volume
of air leakage in cfm @ 0.3” w.g. by the area of the pressure boundary of the building,
including roof or ceiling, walls and floor to produce the air 1760 01 10 10-48 leakage rate in
cfm/ft2 @ 0.3” w.g. Do not test the building until verifying that the continuous air barrier is in
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place and installed without failures in accordance with installation instructions so that repairs
to the continuous air barrier, if needed to comply with the required air leakage rate, can be
done in a timely manner. Notify the Contracting officer at least three working days prior to
performing the tests. Provide written test results confirming the results of all tests.
7.11.5.9.2 Required Corrective Measures if Test Fail. If test results indicate failure to achieve required
air leakage rate, the Contractor shall conduct additional test using Infrared Thermography
testing to help identify failure points. Use infrared cameras with a resolution of 0.1deg C or
better. Perform testing on the building envelope in accordance with ISO 6781:1983 and
ASTM C1060-90 (1997). Determine air leakage pathways using ASTM E 1186-03, Standard
Practices for Air Leakage Site Detection in Building Envelopes and Air Barrier Systems, and
perform corrective work as necessary to achieve the whole building air leakage rate specified
in paragraph 8.9.4.2 above.
7.11.6
Envelope Openings
7.11.6.1
Exterior Doors. Unglazed exterior doors shall be hollow metal factory-finished Level4
Maximum Duty, seamless, insulated units complying with ANSI/SDI A 250.8. Doors shall
have a polyurethane core foamed-in-place or laminated to each outer panel, with a minimum
compressive strength of 20 pounds per square inch and a minimum density of 1.8 pounds per
cubic foot. All doors shall be a minimum of 3 feet wide by 7 feet high. Where used in masonry
construction, door frames shall have 4” heads to match standard concrete masonry unit block
modules. Hollow metal exterior doors and frames shall be painted, color to comply with Base
Standards. If the General Purpose Room bid option is awarded, exterior door design shall
conform with UFC 04-010-01.
7.11.6.2
Standard Steel Frames. Exterior steel door frames shall be of welded corners or knockeddown field-assembled corners, Level 4, Maximum Duty, factory finished. Where used in
masonry construction, door frames shall have 4-inch heads to match standard concrete
masonry unit block modules. Hollow metal exterior frame colors shall comply with Base
Standards.
7.11.6.3
Overhead Coiling Door. Overhead coiling doors bays shall be industrial type of standard
manufacture, fabricated from galvanized or aluminum-zinc alloy coated steel and insulated.
Overhead coiling doors to be counterbalanced doors by methods of manufacturer's standard
mechanism with an adjustable-tension, steel helical torsion spring mounted around a steel
shaft and contained in a spring barrel connected to top of curtain with barrel rings. Use
grease sealed or self-lubricating bearings for rotating members. Doors to be coiling type, with
interlocking slats, complete with anchoring and door hardware, guides, hood, and operating
mechanisms. All hardware necessary for the complete installation of the doors shall be
furnished. Accessories shall include galvanized steel track, brackets, lifting handles, torsionspring mechanism, ball bearing rollers, cylinder lock, wind locks, weatherstripping and
pneumatic safety device extending the full width of the door and located within a U-section
neoprene or rubber astragal mounted on the bottom rail of the bottom door section. Device
must immediately stop and reverse the door upon contact with an obstruction in the door
opening during downward travel and cause the door to return to full-open position. Safety
device is not a substitute for a limit switch. All doors shall be electric motor operated and
screw operated. Each door shall be controlled from both an interior pushbutton device and an
exterior security keypad type control (see Electrical for details).
7.11.6.3.1 Overhead coiling cargo door with dock leveler shall be provided with overhead metal rolling
security grilles.
7.11.6.4
Door Guards. Provide 6-inch diameter galvanized weight steel pipe as specified in ASTM
A53. Anchor posts in concrete and fill solidly with concrete with minimum compressive
strength of 3,000 psi and locate on each side of all overhead coiling doors. Align each
bollards on the edge of opening to overlap door opening. Paint each bollard in accent color to
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contrast with wall color for visibility. Each side of overhead coiling door openings shall have a
five foot tall, 3” x 3” x ¼” steel angle corner guards installed.
7.11.6.5
Dock Equipment. Dock equipment at the truck door openings shall include levelers,
bumpers, seals and head curtain, truck restraints and special signage. For additional
information, see paragraph 7.13.
7.11.6.6
Door Hardware. See Section 7.12.5.
7.11.6.7
Exterior Windows. Exterior windows shall be Fixed Type, Heavy Commercial Class, Grade
40 (F-HC40), extruded 6063-T3 aluminum alloy framed, with anodized finish complying with
Tracy DDJC installation Design Guide. Frames shall be a manufacturer’s standard
configuration and shall meet performance requirements of AAMA/WDMA/CSA 101/I
.S.2/A440.
7.11.6.7.1 Exterior windows shall consist of a minimum of two panes of glass (depending on STC, Jettblast, or other applicable requirements) separated by a dehydrated airspace, hermetically
sealed. Dimensional tolerances shall be as specified in IGMA TR-1200. The units shall
conform to ASTM E 773 and ASTM E 774, Class A. Spacer shall be roll-formed, with bent or
tightly welded or keyed and sealed joints to completely seal the spacer periphery and
eliminate moisture and hydrocarbon vapor transmission into airspace through the corners.
Primary seal shall be compressed polyisobutylene and the secondary seal shall be a
specially formulated silicone. Glazing shall consist of an outboard pane of light-reducing,
bronze tinted glass, ¼-inch thick; with one ¼-inch clear inboard pane consisting of two 1/8inch panes laminated with a minimum 0.030 inch clear PVB interlayer. All insulated glazing
units shall have a Total Visible Light Transmittance of 40 percent, minimum, shading
coefficient of 0.29 minimum and a maximum solar transmittance of 36%.
7.11.6.7.2 Exterior windows shall comply with Anti-Terrorism/Force Protection requirements of UFC 4010-01 "Department of Defense Minimum Antiterrorism Standards for Buildings" if the
General Purpose Room bid option is awarded.
7.11.6.8
Miscellaneous Metal. All exterior metal, including handrails, louvers, and miscellaneous
shapes or trim shall be anodized or factory painted aluminum, or painted steel. Anodized
aluminum finishes shall be medium bronze AA-M10-C22-A42, minimum 0.7 mils, Class I, per
Aluminum Association Designation System. All miscellaneous prefabricated components,
such as fire extinguisher cabinets, shall be specified to have factory applied finishes, in colors
coordinated with the facility. All other miscellaneous metal items, exposed to view, that do not
have a factory finish, shall be painted with urethane gloss enamel (automotive type finish).
Louvers shall have bird or insect screens, as appropriate.
7.11.6.8.1 Sheet Metalwork. Flashing shall be installed in conformance with the SMACNA Architectural
Sheet Metal Manual.
7.11.6.8.2 Stair and Handrail System. Concrete exterior stairs shall be provided with non-slip edging at
all stair tread nosing. Construct all handrails of steel pipe with concealed fasteners. All
exposed metal pipe railings shall be painted per Tracy DDJC Installation Design Guide.
Interior stairs shall have a raised textured finish for safety. Interior landings shall have rolled
sheet goods vs. tile.
7.11.6.8.3 Roof Access Ladders. Provide OSHA-approved steel ladders and painted for access to the
facility roof with security features to prevent unauthorized access.
7.11.6.8.4 Factory Insulated Panels. Insulated wall panels for fire sprinkler riser columns shall be
factory-fabricated formed anodized aluminum .0039 inch thick minimum face units laminated
to an extruded polystyrene 1 inch thick core and formed mill finish aluminum .0031 inch thick
minimum backface. The component shall be laminated into one monolithic unit. The adhesive
used in lamination shall be permanently elastic type neoprene rubber base industrial contact
adhesive, and shall be applied to 100% of all surface areas to be laminated using an
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automatic four-gun reciprocator. Adhesive bonding strength shall be equal to or better than
the internal bond strength of any of the component materials. Formed pan shape back shall
fit inside formed pan face with one part silicone sealant applied to perimeter of panel and
each corner to provide a weather-tight seal against any moisture intrusion to the interior of
the panel. Panels shall have a factory color finish. Insulation shall be compatible with
adjoining materials; nonrunning and nonsettling; capable of retaining its R-value for the life of
the metal facing sheets; and unaffected by extremes of temperature and humidity. The
assembly shall have a flame spread rating not higher than 25, and smoke developed rating
not higher than 50 when tested in accordance with ASTM E 84. The insulation shall remain
odorless, free from mold, and not become a source of food and shelter for insects. Thickness
of finished panels shall be 1 inch minimum with a tolerance of +0 mm to 1/16 inch.
7.12
INTERIORS
7.12.1
Interior Partitions. Interior partitions shall be constructed of steel framing with gypsum
wall board facings. Where required to be sound attenuation class or fire rated, wall
construction shall extend from floor slab to structure above.
7.12.1.1
Non-Load Bearing Metal Framing. Provide framing smaller than 6 inches complying with
ASTM C 645, 20 gauge (0.0329-inch thickness) minimum. Provide steel framing with
galvanized G-60 coating per ASTM A 653, G-60 or a TI-25 Aluminum coating per ASTM A
463.
7.12.1.2
Load Bearing Metal Framing. Provide framing 6 inches and larger that complies with ASTM
C 955, 16 gauge (0.0598-inch thickness) and heavier. Provide framing with a galvanized G60 coating per ASTM A 653; SS Grade 50; or carbon steel per ASTM A 1011, Grade 50, and
painted.
7.12.1.3
Gypsum Wallboard. Gypsum wallboard shall be 5/8” thick, type ‘X’, tapered edge,
conforming to requirements of ASTM C1396/C1396M. Glass Mat Covered or Reinforced
Gypsum Sheathing shall be 5/8” thick, conforming to ASTM C 1396/C 1396M and ASTM C
1177/C 1177M. Gypsum sheathing shall be provided with a noncombustible water-resistant
core, with glass mat surfaces embedded to the gypsum core or reinforcing embedded
throughout the gypsum core.
7.12.1.4
Glass Mat Gypsum. Use glass mat gypsum wallboard on the interior face of furred exterior
walls per UFC 3-101-01.
7.12.1.5
Water-Resistant Gypsum Wallboard. Walls and ceilings in restrooms shall be 5/8-inch
thick, Type ‘X’, tapered edge, conforming to ASTM C 1396 or ASTM C 1178.
7.12.1.6
Cementitious Backer Units. Cementitious backer units complying with ANSI/CTI
A108/A118/A136.1 shall be provided behind ceramic tile wall applications and kitchen spaces
as required by UFC 3-101-01.
7.12.1.7
Joint treatment materials shall conform to the requirements of ASTM C 475.
7.12.1.8
Screws shall conform to the requirements of ASTM C 1002 and C 954 where applicable.
7.12.1.9
Corner beads, edge trim, and control (expansion) joints shall conform to the requirements of
ASTM C 1047, and shall be corrosion protective-coated steel designed for its intended use.
Flanges shall be free of dirt, grease, and other materials that may adversely affect the bond
of joint treatment.
7.12.1.10
Sound Isolation Board. At sound-rated wall and ceiling assemblies, Designer shall consider
application of commercially-available sound damping drywall panels in lieu of multiple plies of
gypsum wall board to achieve the required STC rating. Application will reduce wall thickness
and overall weight of assembly.
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7.12.1.11 Wall Base. Allowable materials shall be porcelain ceramic tile, carpet and rubber. Rubber
base shall be continuous roll stock with field formed corners. Rubber base shall conform to
ASTM F 1861. Base shall be minimum 4 inches high and a minimum 1/8” thick. Ceramic tile
base shall match the field color of the ceramic floor tile applied and shall be coved.
7.12.1.12
7.12.2
Corner Guards. Provide 3-inch wide, surface mounted corner guards at all exterior corners
of gypsum board walls. Assembly shall consist of a snap on corner guard formed from high
impact resistant resilient material, mounted on a continuous aluminum retainer. Top edge of
guards shall be a minimum of 6 feet above finished floor. Bottom of guard shall be to floor in
areas with no base and to top of base at all other locations.
CEILINGS
7.12.2.1
Gypsum Board. In humid areas, provide water-resistant gypsum board ceilings having a
smooth texture, painted finish.
7.12.2.2
Acoustical Ceiling System. Provide a ceiling system consisting of sound controlling
acoustical units mechanically mounted on a ceiling suspension system.
7.12.2.3
Acoustical Units. Provide 24-inch by 24-inch by ¾-inch thick tegular acoustical units having
an LR-1 Light Reflectance Coefficient of 0.75 (minimum) and a Noise Reduction Coefficient
of 0.75 (minimum). Units to be Class A, non-combustible, with a maximum flame spread
rating of 25 and a maximum smoke development rating of 450 per ASTM E 84. Installation of
acoustical ceilings shall comply with ASTM C 636.
7.12.2.4
Suspension System. Provide an exposed grid, standard width flange suspension system
complying with ASTM C 635 for heavy-duty systems. Grid shall be steel or aluminum, with
factory-applied enamel finish. Suspension system shall be capable of supporting the finished
ceiling, light fixtures, mechanical diffusers, and other loads as applicable. Conform seismic
design to guidance in UFC 3-310-04 and ASTM E 580.
7.12.2.5
Exposed Structural. Where spaces are moisture-prone, exposed structural members will be
hot dipped zinc galvanized. Where spaces are fire rated, exposed structural members will
have a fire proofing material applied to them.
7.12.3
FLOORS
7.12.3.1
Carpet Tile. Carpet shall meet the standards of The Carpet and Rug Institute for
construction, flammability and static control. Carpet shall be Modular Tile, 24 inch square with
0.15 percent growth/shrink rate in accordance with ISO 2551; level loop; solution dyed; type 6
or 6.6 continuous filament nylon; minimum 24 oz./yd2 face weight; 4500 minimum pile density
(heavy wear level) and 6000 minimum pile density (severe wear level); 1/10 gauge; minimum
10 stitches per inch; antimicrobial (guaranteed for life of carpet), soil and stain resistant,
Class I per ASTM E 648, ABA compliant, with static controlled to below human threshold
(guaranteed for life of carpet). Provide a patterned carpet to hide soil and traffic paths.
Patterns shall be non-directional random pattern and contain a minimum of three distinct
colors (not two shades or tones of the same color). Carpet shall be installed direct glue-down
method whether the carpet is without or with cushion. For the carpet with cushion, it is
required that the cushion be factory attached to the carpet and then installed with the direct
glue-down method, the double glue-down method is not acceptable. Carpet backing shall
meet AFMC carpet policy criteria. Carpet shall pass ASTM D2859-96 Methenamine Pill test.
7.12.3.2
Ceramic Floor Tile. All tile shall conform to the strength requirements identified for specific
tile types in ANSI A137.1. Provide impact resistant tile with a minimum breaking strength of
250 lbf breaking strength for floor tile in accordance with testing methodology in ASTM C 648.
Provide ceramic floor tile with a minimum coefficient of friction of 0.50 wet and dry in
accordance with ASTM C 1028 where appropriate. Ceramic floor tile shall be a minimum of
12 inches by 12 inches. Ceramic tile located in restrooms must be installed over a setting
bed, minimum 1-1/2 inches thick, method F111-02 and B415-02 of the TCA Handbook and
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sloped ¼” per foot to floor drain. Conventional trim pieces are required; butt joints are not
acceptable. Provide marble thresholds under doors where a ceramic tile floor meets a
different floor finish.
7.12.3.3
Grout. Provide antimicrobial grout. Select the darkest complimentary grout color to coordinate
with the tile color for floors. A darker color grout shall be used for floors. Ensure that it is
properly sealed to prevent excess soiling. Grout must be of a high strength, non-shrink,
sanded type with latex admixture. Grout shall be prepared and installed in accordance with
TCA handbook.
7.12.3.4
Recessed Foot Grilles. Exterior pedestrian entrances shall have recessed foot grilles with
carpet tread, mechanically secured in tread rail. Carpet shall be 100% nylon. Tread rails shall
be spaced 1-1/2” on center, running perpendicular to traffic flow. Tread rails, key lock bars,
and framing shall be extruded aluminum. Framing shall have standard mil finish. All grid and
framing sections when installed shall be designed to support a minimum uniform load of 200
pounds per square foot. Drain pan application shall include a 16 gauge aluminum waterproof
pan with a 2 inch drain and strainer. Pan shall be securely attached to the bottom surface of
the frame. Total length of recessed foot grill shall be 10 feet (can be combination of interior
and exterior) to meet LEED IEQ Credit 5.
7.12.3.5
Sealed Concrete. Where a floor finish, such as carpet, tile, or monolithic epoxy floor coating,
is not specified, concrete floors shall receive a clear, non-skid sealer.
8.10.2.1
Rubber Tile Flooring. Rubber tiles shall be 24” x 24” square and 0.125” thick, of solid first
quality rubber, uniformly resilient material designed to be applied without adhesive. Rubber
tile flooring shall meet the performance requirements of ASTM F 1344, Class 1 – B Standard
Specification for Rubber Tile. Flooring shall meet or exceed a static coefficient of friction of
0.8 and should pass ASTM F 970 for Static Load Limit. Flooring shall have a durometer
hardness Shore-A of not less than 80 when tested in accordance with ASTM D 2240.
7.12.4
INTERIOR DOORS
7.12.4.1
Wood Doors. Doors shall be solid core wood, custom grade, balance matched, quarter sawn
or plain sliced veneer. Wood doors shall be factory or field finished with tinted polyurethane
stain with low gloss sheen. Wood doors will be used preferably in offices, restrooms, locker
room and storage rooms.
7.12.4.2
Hollow Metal Doors. Doors shall be factory finished, Level 4 Maximum Duty, Full Flush
hollow metal units complying with ANSI/SDI A 250.8. Door finish color shall be coordinated
with interior color palette.
7.12.4.3
Standard Steel Frames. Comply with ANSI/SDI A250.8, Level 4, with welded corners or
knock-down field assembled corners. Fire rated frames shall comply with NFPA 80. Finish
color of frames shall be coordinated with interior color palette.
7.12.4.4
Fire Doors and Frames. Fires doors shall comply with NFPA 80. Fire doors and frames shall
bear the label of Underwriters Laboratories (UL), Factory Mutual Engineering and Research
(FM), or Warnock Hersey International (WHI) attesting to the rating required. Testing shall be
in accordance with NFPA 252 or UL 10B. Labels shall be metal with raised letters, and shall
bear the name or file number of the door and frame manufacturer. Labels shall be
permanently affixed at the factory to frames and to the hinge edge of the door. Door labels
shall not be painted.
7.12.4.5
Vision lites must meet code requirements for fire ratings.
7.12.4.6
Overhead Coiling Fire-Rated Doors, Frames, and Hardware. Provide manually operated
fire-rated doors, frames, and hardware which are tested, rated, and labeled in accordance
with Underwriters Laboratories, Factory Mutual or Warnock Hersey. The doors, frames, and
hardware must bear metal UL labels as evidence of the fire resistance rating, as tested under
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Amendment 0002
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ASTM E 2074. The labels must indicate the rating in hours, per NFPA 80 of duration of
exposure to fire, with a letter following the hourly rating to designate the location for which the
assembly is designed and the temperature rise on the unexposed face of the door at the end
of 30 minutes of fire exposure. Provide and attach metal UL labels to each item of hardware
in accordance with requirements specified in the UL Bld Mat Dir.
Provide door
manufacturer's standard interconnecting fusible links for door assemblies on both sides of the
wall opening.
7.12.4.7
7.12.5
Electrical Room Doors. Doors to electrical closets shall swing outward 180 degrees to
provide easy access without impacting the corridor width.
DOOR HARDWARE.
7.12.5.1
General. Provide hardware manufactured to template and complying with ANSI/BHMA A 156
Series requirements. Hardware for fire-rated door assemblies shall be listed and comply with
requirements of NFPA 80. Exit hardware shall comply with NFPA 101 criteria. Hardware at
security doors shall be coordinated with Base access control and alarm system requirements.
7.12.5.2
Hinges. Hinges shall be ball-bearing, stainless steel with ANSI/BHMA 630 finish. Hinges at
exterior and security doors shall be constructed with non-removable pins.
7.12.5.3
Mortise Locks and Latches. Comply with ANSI/BHMA A156.13, Series 1000, Operational
Grade 1, Security Grade 2. Provide ABA compliant levers in lieu of knobs.
7.12.5.4
Bored Locks and Latches. Comply with ANSI/BHMA A156.2, Series 4000, Grade 1.
Provide ABA compliant levers in lieu of knobs.
7.12.5.5
Exit Devices. Comply with ANSI/BHMA A156.3, Grade 1. Provide adjustable strikes for rim
type and vertical rod devices. Touch bars shall be provided in lieu of conventional crossbars
and arms. Provide ABA compliant levers in lieu of knobs.
7.12.5.6
Cores and Cylinders. Comply with ANSI/BHMA A156.5. Provide cylinders and cores for new
locks. All locks shall be furnished with removable core cylinders. The cylinder will be capable
of being removed through the face of the knob by means of a control key. Provide an
extension of the existing keying system. Existing locks were manufactured by Best and have
interchangeable cores. Provide construction interchangeable cores.
7.12.5.7
Closers. Door closers shall be in accordance with ANSI/BHMA A156.4.
7.12.5.8
Materials and Finishes. Architectural builder's hardware shall be per ANSI/BHMA A-156.18.
7.12.5.9
Kick-Plates. Comply with ANSI/BHMA A156.6. If provided, kick plates shall be stainless
steel, 2 inch less than door width of single doors; one inch less than width of pair of doors.
Provide 18 inches tall kick plate for flush door and one inch less than height of bottom rail for
panel doors.
7.12.6
INSULATION AND SEALANTS.
7.12.6.1
Blanket Insulation. Interior Partition Blanket Insulation. ASTM C 665, Type I, UL-labeled
mineral wool Sound Attenuation.
7.12.6.2
Sound Attenuation Fire Blankets (SAFB). SAFB shall be mildew-proof and moistureresistant. Nominal density shall be 2.5 pcf, with an R-Value of 3.7 per inch of thickness.
Blankets shall be rated non-combustible when tested according to ASTM E 136, and have 0
flame spread and 0 smoke developed ratings in accordance with ASTM E 84.
7.12.6.3
Caulking and Sealants. Caulking and sealants shall be selected according to materials they
are being applied to for compatibility. These sealants and caulks shall be either a two01 10 10 - 35
Amendment 0002
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component, rubber base, chemical-curing compound based on polysulfide and/or
polyurethane; or a single-component, rubber base, chemical-curing compound such as
polysulfides, polyurethanes, and silicones. Caulking shall occur around all door frames, all
window frames, and at all material changes. The minimum joint width shall be 1/4 inch, and
joint widths shall have a back stop material provided in the joint, in excess of 1/4 inch and the
depth of all joints shall be equal to the width. Color of caulking and sealants shall match
adjacent materials.
7.12.6.4
Acoustical Sealant. Latex Rubber or polymer-based acoustical sealant conforming to ASTM
C 834 and ASTM C 919 and having a maximum flame spread of 25 and a maximum smoke
developed rating of 50 when tested in accordance with ASTM E 84. Acoustical sealant must
have a consistency of 250 to 310 when tested in accordance with ASTM D 217, and must
remain flexible and adhesive after 500 hours of accelerated weathering as specified in ASTM
C 734. Sealant shall be paintable and must be non-staining.
7.12.7
7.12.7.1
CABINETS AND CASEWORK
Cabinets. As a minimum, cabinets shall be custom grade in accordance with WIC, stained
wood panels or plastic laminate over plywood, per Architectural Woodwork Standards custom
grade standards. Interior cabinet finishes shall be plastic laminate or melamine. Plastic
laminate concealment panels for pipes under countertops shall be removable for
maintenance accessed in toilet rooms.
7.12.7.2
Cabinet Finish. The finished material of exposed fronts and ends of cabinets, door and
drawer fronts shall be plastic laminate. Cabinet finish shall be a light color. The laminate
grade shall be Vertical General Purpose Postformable (VGP) grade, 0.71 mm in thickness.
Vinyl edge banding on cabinetry is not permitted.
7.12.7.3
Cabinet Guides. Top-mounted center drawer guides will not be permitted. Cabinet drawer
guides shall be a minimum of 20 gage steel with double rollers, heavy-duty commercial type.
7.12.7.4
Cabinet Hardware. Cabinet hardware shall conform to ANSI 156.9. Cabinet hinges shall be
concealed offset and spring-loaded, "European" style, commercial grade.
7.12.8
FINISHES AND COLORS
7.12.8.1
Paint. Interior surfaces, except factory prefinished material or interior surfaces receiving
acoustical wall covering or vinyl wall covering, shall be painted a minimum of one prime coat
and two coat finish. All spaces shall have eggshell or semi-gloss finish on walls, high-gloss
finish on trims and doors and eggshell or flat finish on ceilings. Exposed interior masonry
walls in equipment rooms shall be painted.
7.12.8.2
Application of Paint. Paint shall be applied by brush or roller. Spray painting method shall
be used only under approved conditions. Spraying shall be done only when there is no wind,
or under very low wind velocity. When wind velocity increases, all spraying operation shall be
stopped as directed by the Contracting Officer. Before start of spraying, all surfaces that do
not require painting shall be completely masked and protected. Adequate drop cloths shall
be provided over floors, adjacent sidewalks, and over all cars parked nearby that may be
stained or damaged from the spray work. The Contractor shall be liable for all damage
resulting from the spray painting operation. All such damages shall be satisfactorily repaired
and resolved at no additional cost to the Government. Adequate ventilation shall be provided
during paint application. Respirators shall be worn by all persons engaged in spray painting.
Adjacent areas shall be protected by approved precautionary measures.
Ceramic Wall Tile. All tile shall conform to the strenght requirements of ANSI A137.1. Wall
tile and trim shall be cushion edged. Conventional trim pieces are required, butt joints are not
acceptable. Ceramic wall tile shall be a minimum 4-1/4” X 4-1/4”, preferred size is 8” x 8”.
Tile in vertical dimension shall be a whole tile. Wainscot height shall be adjusted to the
nearest whole tile. Substrate for wall tile shall be mortar setting bed or cement backer board
(gypsum board is not acceptable) as required by UFC 3-101-01. Wall tile may be installed
7.12.8.3
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over water proof cement backer board/underlayment over stud framing or over a setting bed,
methods W241-02 or W244-02, per TCA Handbook for Ceramic Tile Installation.
7.12.8.4
Wall Grout. Select the latex-Portland cement mortar in a lighter color grout for vertical
surfaces to coordinate with the tile color for walls. Grout must be of a high strength, nonshrink, sanded type with latex admixture. Grout shall be prepared and installed in
accordance with TCA handbook. Ensure that all grout is properly sealed to prevent excess
soiling. Wipe away excess grout as soon as possible so as to avoid staining of the tiles
7.12.8.5
Dry Shake Hardener. Where noted, concrete floors shall receive a dry shake, metallic floor
hardener with graded, non-oxidizing metallic aggregate in a high strength cementitious
binder. The floor hardener shall provide high abrasion, slip-resistance and chemical
resistance. The hardener shall meet ASTM C109 and ASTM C 779 requirements.
7.12.8.6
Colors. All interior design color schemes, materials and/or otherwise shall be coordinated
with the colors and finishes of Warehouse 58 and approved by the user.
7.12.8.7
Solid Surface Units. Countertops, backsplashes, locker bench, and window sills shall be of
solid surface material, homogeneous solid polymer; not coated, laminated or of a composite
construction; meeting ANSI Z124.3 and ANSI Z124.6 requirements. Backsplashes shall be
1/2 inch thick minimum by 4 inches high permanently attached. Locker bench shall be 1-3/8
inch thick by 4’-0: long.
7.12.8.8
Window Coverings. 1”, 8 gauge horizontal blinds shall be provided for all exterior windows.
Blinds shall be of the metal louver type, with 0.5 mm (.020 inch) diameter symmetric
perforations for a 6% openness factor to provide the ability to see through closed blind and
still deliver up to a 42% reduction in solar heat gain. Provide heavy duty 1 inch x 1 ½ inch
steel head rail, and tubular steel bottom rail finished to match slats. Tapes must be braided
polyester or nylon. Color for blinds shall be a neutral gray, beige or off-white. Blinds must be
inside mounted. All windows shall be field measured to ensure correct number and proper fit
for blinds.
7.12.8.9
Chair Rail. Chair rail shall be of the same high-impact integral color vinyl as the corner
guards and shall have prefabricated end closure caps, inside and outside corners, concealed
splices, cushions, mounting hardware and other accessories standard with the manufacturer.
End caps and corners shall be field adjustable to assure close alignment. Chair rails shall
consist of snap-on covers of resilient material mounted over continuous aluminum extrusion.
Extruded aluminum retainers shall conform to ASTM B2212, alloy 6063, temper T5 or T6.
Chair rails shall act as a shock absorber under impact without damaging wall to which it has
been mounted. Chair rails shall be provided in any room with conferencing and training
function.
Projection Screens. Projection screens shall be provided in the General Purpose Room,
Rm 125, and shall be standard duty, concealed, recessed ceiling type, electric motor
operated, with glass bead reflecting surface.
Operable Partitions. Folding panel partitions using top hung ball bearing carriers which
support modular panels. Provide partitions made up of a series of rigid panels, each panel
being a one-piece assembly. Use the least number of panels. The mechanical seal of the
panel shall actuate with a single operating action. Provide panels of tackable base, laminated
to appropriate structural acoustical backing, mounted in full perimeter protective frame. Steel
for the panel frames shall be a minimum of 20 gauge thick steel with minimum 22 gauge thick
face panels spot welded to the frame. Frame shall enclose and protect all edges of the
surface material. Panels shall be not more than 4 feet wide, except for end closure panels,
and be full height to track. Panels shall lock in place to form a stable, rigid partition; low
profile hinges may not project more than 1/4 inch maximum from panel edge. Panel
surfacing shall wrap around the vertical panel edges without vertical trim. Finish material shall
be minimum 54 inches] wide, vertically-ribbed acoustical material of 100 percent polyolefin in
accordance with CFFA-W-101-D, and conforming to ASTM D751 and NFPA 286. Provide
track that is the manufacturer's standard product designed for the weight of the finished
partition, including door. Provide track sections in the maximum lengths practicable, and not
less than 1.8 m 6 feet long except for narrow doors and at ends of runs where short length is
7.12.8.10
7.12.8.11
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required. Provide suitable joint devices such as interlocking keys at each joint to provide
permanent alignment of track. Provide a suspension system consisting of heavy duty
extruded aluminum track connected to the structural support by threaded rods, and trolleys
designed to support the weight of the partition.
7.12.9
SPECIALTIES
7.12.9.1
Toilet Accessories. Toilet accessories shall be provided in all restrooms. Provide heavyduty stainless steel waste receptacles, paper towel dispensers, toilet paper dispensers, seat
cover dispensers, sanitary napkin disposals, soap dispensers, and ABA-compliant mirrors
and grab bars per acceptable industry practice. All toilet accessories shall be stainless steel
or chrome finished steel. Soap dispensers are to be counter-mounted, top fill accessible.
7.12.9.2
Toilet Partitions and Urinal Screens. Provide galvanized steel sheet cold-rolled, stretcherlevel, commercial quality material, conforming to ASTM A 653/A 653 M. Conform surface
preparation of material for painting to ASTM D 2092, Method A. Panels shall be not less than
1 inch thick with face sheets not less than 0.0396 inches thick. Partitions & screens shall be
floor supported. Finish surface shall be water resistant, graffiti resistant and non-absorbent.
Reinforce panels that are to receive toilet paper holders, etc. to support mounting of items
required. Toilet partition hardware shall include manufacture’s standard hinges, latch and
pull, and coat hook, and be resistant to alkalies, urine and other common toilet room acids.
Secure wall hung urinal screens with 42 inch long continuous flanges. Use corrosionresistant steel fittings and fasteners.
7.12.9.3
Hand Sanitizer Dispenser. Hand sanitizer dispensers shall be wall mounted, battery
operated, top fill, automatic, touchless type that dispenses sanitizer when a hand is placed in
proximity of a sensor. Dispenser shall have a view window to monitor quantity of hand
sanitizer product remaining. Dispenser shall have a small tray below the dispensing portal to
catch wasted sanitizer. Batteries shall have a small tray below the dispensing portal to catch
wasted sanitizer. Batteries shall be of a standard size such as AA cells. Dispenser shall be
similar to products manufactured by Purell, Sloan or approved equal. Contractor shall supply
and install sanitizer dispensers complete with mounting brackets, batteries as recommended
by manufacturer, sanitizer solution, and one bottle of refill sanitizer solution for each
dispenser installed. Provide hand sanitizer dispensers at building entry points and
breakroom.
7.12.9.4
Mirrors, Tempered Glass. Provide Kind FT (fully tempered), Type I transparent flat type,
Class 1-clear glass for mirrors. Glazing Quality q1 1/4 inch thick conforming to ASTM C1036
and ASTM C1048. Coat glass on one surface with silver coating, copper protective coating,
and mirror backing paint. Provide highly adhesive pure silver coating of a thickness which
provides reflectivity of 83 percent or more of incident light when viewed through 1/4 inch thick
glass, free of pinholes or other defects. Provide copper protective coating with pure bright
reflective copper, homogeneous without sludge, pinholes or other defects, of proper
thickness to prevent "adhesion pull" by mirror backing paint. Provide mirror backing paint
with two coats of special scratch and abrasion-resistant paint and baked in uniform thickness
to provide a protection for silver and copper coatings which will permit normal cutting and
edge fabrication.
7.12.9.5
Adjustable Shelves. Adjustable shelves shall be designed for heavy use (weight capacity of
minimum 130 pounds per bracket under uniformly distributed weight) and shall have wallmounted uprights at 16 inches apart, anchored directly into studs in the wall. Brackets shall
be supplied at each upright at each shelf in numbers as required for the number of shelves
and uprights shown on the drawings.
7.12.9.6
Lockers. Provide double tier lockers, 12W X 18D X 72H louvered lockers. Provide
commercial quality, minimized spangle, galvanized steel sheet with not less than Z275 G60
zinc coating. Prepare surface of sheet for painting in accordance with ASTM D 6386, Method
A. Provide coat hooks, hanger rods, shelves and silencers. Back and side panels, tops and
bottoms shall be not less than 0.0474 inch thick steel sheet. Doors shall be not less than
0.0598 inch thick steel sheet. Locking devices shall be a padlock eye in the door latching
01 10 10 - 38
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mechanism with integral base and sloping tops. The 5-knuckle hinges shall be not less than
0.0787 inch thick steel sheet and minimum 2 inch high. Weld or bolt hinges to the door.
Provide all necessary bolts, nuts and rivets. Lockers shall conform to FS AA-L-00486.
7.12.10
7.12.10.1
7.12.11
SIGNAGE
Provide signage throughout the facility (interior, exterior, building identification, and site) in
accordance with ABA Accessibility Standards, and Tracy DDJC Installation Design Guide.
FIRESTOPPING
7.12.11.1
Material shall have a flame spread of 25 or less, a smoke developed rating of 50 or less, and
a fuel contribution of 50 or less when tested in accordance with ASTM E 84 or UL 723.
7.12.11.2
The materials shall be nontoxic to human beings at all stages of applications and during fire
conditions.
7.12.11.3
Firestopping materials for through-penetrations of fire resistance rated construction shall
provide fire resistance rating in accordance to ASTM E 814 or UL 1479.
7.12.11.4
Firestopping materials for construction joints in fire resistance rated construction shall provide
a fire resistance rating in accordance to ASTM E 119 or UL 263. Construction joints include
those joints used to accommodate expansion, contraction, wind or seismic movement of the
building.
7.12.11.5
Firestopping materials shall be non-combustible when tested in accordance with ASTM E 136.
7.13
EQUIPMENT
7.13.1
Refrigerator (NIC). Provide with cold water stub-out and shut-off valve.
7.13.2
Ice Machine (NIC). Provide cold water make-up and indirect waste connection (floor
sink with grate).
7.13.3
Vending Machine (NIC). Provide with cold water stub-out and shot-off valve.
7.13.4
Dock Leveler. Provide loading dock leveler with electro-hydraulic type with electric
motor and hydraulic pump operating a hydraulic cylinder that adjust dock leveler board
position or mechanical type which is manually released at dock leveler and raises by spring
action and is lowered by walk-on of dock operator . Coordinate a truck restraint system with
the dock leveler via an interconnect function such that the restraint and dock leveler will
engage with a single push-button, if a powered trailer restraint is selected to lock truck or
trailer into position during loading and for overnight security. Incorporate a visual signal to
inform dock operator and driver of locked or unlocked status. Make provision for maintenance
access to understructure and lifting mechanism. Provide steel tread plate lip and platform,
hinged and supported from beneath by steel framework that contains lifting, positioning, and
lowering assembly. Ensure that platform surface is flush with surrounding floor surface of
loading dock when not in service. Provide integral positive restraint when leveler is in
maintenance position.
7.13.5
Dock Bumpers. Provide bumpers capable of sustaining repeated impacts from trucks or
trailers without damage to the dock, dock levelers, or bumpers.
7.13.6
Door Seals and Head Curtain. Beveled side pads shall provide a tight seal between the
back of the trailer and the building wall, and shall be mounted on galvanized steel backer.
Bottom of side pads shall have slit breathers. Dock seal polyurethane foam shall be glued to
steel backer and fabric. Fabric shall be attached to side pad steel backer with screws. Dock
seal head curtain shall have splits with Velcro closure. Head curtain shall be constructed with
square steel tube front bar, spring heel stabilizers, and stay stiffeners. Head curtain shall
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include internal heat-dissipation technology to prevent burning of fabric from heat of trailer
marker lights. Heat-dissipation technology shall include three layers of reinforced foil between
inner and outer layers of vinyl fabric and shall function to keep temperature at surface of head
curtain below that at which burning can occur. Outer fabric of head curtain and side pad wear
pleats shall have friction resistant, pebble-grained surface. Fabric shall be reinforced highstrength friction-resistant 22 oz. vinyl employing a tri-polymer coating. Side pads shall have
24 inch high by 3.5 inch wide guide strips.
7.13.7
Restraining Device. Provide manufacturer’s standard automatic, self-aligning device
designed to engage truck’s ICC bar and hold truck at the loading dock. Mount this device as
recommended by the manufacturer to engage the ICC bar of the truck/trailer with a positive
restraining force of not less than 32,000 pounds. This device shall be able to service all truck
or trailers having ICC bars located between 12 and 30 inch above ground level (when truck or
trailer is unloaded) and recessed up to 9 inch from the rear of truck or trailer. Provide a
means to protect the device from disabling damage in the event that more than 32,000
pounds of force is exerted by the restrained truck or trailer. Manually control activation and
deactivation from inside the building. The restraint is activated and released at an insidemounted control panel that includes a red/amber/green light communication system on the
inside of the warehouse and red/amber/green outside lights. When the restrain is not in use,
the arm shall be stored in a lowered position to avoid trailer impact. Unit includes sensors to
signal contact of the hook with the ICC bar of the truck. If for any reason the loss of the ICC
bar is sensed, the amber light will flash to notify dock personnel of an unsafe condition.
7.13.8
Davit Crane. Davit cranes shall be factory assembled, stationary type with adjustable
boom, AC electric winch, wire rope assembly and rotating mast. Davit crane shall have a
variable lift capacity based on boom position, to vary between 1200 pounds with the boom
horizontal and 1500 pounds with the boom at 45 degrees from vertical. Mast and boom shall
rotate 360 degrees in the base on roller and tapered roller bearings, with a rotational handle
attached to the mast to facilitate rotation. Crane boom, mast and base shall be fabricated
from steel meeting ASTM standards. Crane shall have 3 step epoxy finish consisting of a
primer, an epoxy coat, and a top coat of polyurethane. Davit crane shall be labeled with a
non-corrosive metal identification plate labeled or imprinted with the manufacturer's name,
model number, serial number, capacity rating, and other essential information.
8.
LIFE SAFETY
8.1
General. This facility shall be designed to meet or exceed the minimum building
construction and life safety standards as required by the referenced national and internal
federal codes and criteria. The Contractor shall provide a design analysis as required by UFC
3-600-01 with a complete life safety analysis citing the appropriate code references.
8.2
REFERENCES.
UFC 1-200-01, General Building Requirements, 16 August 2010
UFC 3-600-01, Fire Protection Engineering For Facilities, 26 Sep 2006 with Change 3, 1 Mar
2013
IBC International Building Code (2012), as amended by UFC 1-200-01
NFPA 10 Standard for Portable Fire Extinguishers, 2013.
NFPA 1, Fire Code (2009)
NFPA 13, Standard for the Installation of Sprinkler System (2010), as amended by UFC 3600-01
NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenances (2010)
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DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
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NFPA 72, National Fire Alarm Code (2010)
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NFPA 80 Standard for Fire Doors and Fire Windows, 2007.
NFPA 101, Life Safety Code (2009), as amended by UFC 3-600-01
8.2.1
ORDER OF PRECEDENCE
Per UFC 1-200-01,1-2: Except as indicated below, use the 2012 IBC, as modified by Chapter
2 and chapter 3, as the building code for Department of Defense (DoD) facilities. The means
of egress shall be designed in accordance with NFPA 101 “Life Safety Code” (2009). The IBC
is utilized to determine the required construction type based upon a comparison of the
occupancy classification to the height and area of the building.
Per UFC 1-200-01, Chapter 2:
Section 2.3 Use and Occupancy Classification: Use IBC Chapter 3 and UFC 3-600-01. If
conflict occurs, use UFC 3-600-01.
Section 2.4, Special Detailed Requirements Based on Use and Occupancy: Use UFC 3-60001 in lieu of IBC Chapter 4.
Section 2.5 General Building Heights and Areas: Use IBC Chapter 5, except as
modified by UFC 3-600-01.
Section 2.6 Types of Construction: Use IBC Chapter 6 and UFC 3-600-01. If conflict occurs,
use UFC 3-600-01.
Section 2.7 Fire-Resistance-Rated Construction: Use IBC Chapter 7 and UFC 3-60001. If conflict occurs, use UFC 3-600-01.
Section 2.8 Interior Finishes: Use UFC 3-600-01, UFC 3-600-01, Section 2-6, Interior
finishes to comply with NFPA 101.
Section 2.10 Means of Egress: Use UFC 3-600-01 in lieu of IBC Chapter 10. Per UFC 3600-01, Section 2.5, Means of Egress to comply with NFPA 101, except as modified by UFC
3-600-01.
Section 2.11 Accessibility: Use Architectural Barriers Act Accessibility Standards for DoD
Facilities, as adopted by the Deputy Secretary of Defense memorandum dated October 31,
2008, in lieu of IBC Chapter 11.
8.2.2
8.2.3
Basic Criteria. Per UFC 1-200-01, use IBC 2012 for types of building construction,
allowable floor area, building height limits, and building separation distance. Use 2009 NFPA
101 for means of egress and life safety , except as modified by UFC 3-600-01.
Occupancy:
Item
Reference
S-1
Storage
6.1.3, Section 311.2
6.1.4, Section 6.1.13 (references
Chapter 42)
6.1.4, Section 6.1.11 (references
chapter 38 (new construction)).
Business
8.2.4
Hazard: Warehouse and Storage Facilities
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California
Special
6.1.2, Appendix B-1.4
6.1.2, Section 3-1.5.2 references
Paragraph 6-11 for piled or rack
Storage.
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Sprinklers required
6.1.2, Section 6-11.1
Protection based on Class IV Commodities
In-rack sprinklers must be supplied from risers separate from
Ceiling sprinklers.
Racks with solid shelving over 12 feet in height must be protected
With in-rack sprinklers at every tier or shelf level.
Sprinkler riser control valves MUST be in separate exterior
Riser rooms and readily accessible to the fire department for
DLA projects:
6.1.2 Section 6-11.1 Exception
Column Protection:
Ordinary
8.2.5
Type of Construction:
Type IIB
120,000 SF
6.1.2, Section 6-11.3
2 hour construction or applied fireproofing or sidewall
sprinklers applied at 10’ elevation intervals pointing
directly at the column and in Accordance to NFPA 15.
(sprinklers provided).
6.1.4, Sections 6.2.2.3, & 42.1.5
6.1.3, Tables 503, 601 & 602
6.1.2, Section 6-11.4
increase to 120,000 SF per bay is
allowed provided ceiling sprinkler
design area is increased by 10% and
dedicated looped mains with adequate
sectional valve to isolate each sprinkler
lateral around the warehouse.
8.3
HAZARDOUS AREAS:
No Requirements.
4 Hour fire walls separating bays
3 Hour Class A fire doors on both
Sides of 4 hour walls
6.1.4, Section 42.3.2
6.1.2, Section 6-11.5
6.1.2, Section 6-11.5.1
1 Hour fire walls separating general
Storage and boiler rooms.
6.1.4, Sections 38.3.2.1 & 8.7.1.1
Sprinkler system provided.
8.4
BUILDING AREAS:
120,000 SF
6.1.2, Section 6-11.4 (see 6.2.5
above)
Unlimited
6.1.3, Section 507.2
(With sprinklers and 60’ public yards on all sides.)
Actual floor area: 351,971 SF
8.5
BUILDING HEIGHT: 55’
Actual: 37’-0”
6.1.3, Table 503 (For Type IIB)
8.6
EXIT REQUIREMENTS: Loading based on worst case (greatest square footage). Occupant
Load: maximum number of occupants present at any time (Ref. 6.1.4, Section 42.1.7)
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8.6.1
Numbers of Persons:
1876
15
Office occupant load: Not Applicable for Storage
6.1.4, Table 7.3.1.2
For Business (Admin Annex)
100 sf/person
6.1.4, Table 7.3.1.2
Admin Annex: 2,000/100 = 20 persons
20 persons. Use actual value of 15; assume worst case
8.6.2
Size Exits. .02 in/person
6.1.4, Section 7.3.3.1 & Table 7.3.3.1
15 persons x .02 in/person = 0.30” of exit width required
2 exits/bay x 36 inches = 72 inchesof exit width per bay minimum, provided.
8.6.3
Minimum number of exits (storage & business): 2 per bay; 2 per office
annex.
6.1.4, Sections 7.4.1.1, 42.2.4.1 (3)
& 38.2.4.1 (2)
actual: varies, minimum 2 per bay; 2 per office annex
8.6.4
Common path of travel (storage & business): 100’
6.1.4, Table 42.2.5
6.1.4, Section 38.2.5.3.1
actual: 28’ as measured from room 107
8.6.5
Distance to exit (storage): 400'
6.1.4, Table 42.2.6
actual: 365’ center storage bay
8.6.5.1
Distance to exit (business): 300’
6.1.4, Section 38.2.6.1
8.6.6
Dead ends (storage): 100'
actual: 0 feet
6.1.4, Table 42.2.5
8.6.6.1
Dead ends (business): 50’
actual: 0 feet
6.1.4, Section 38.2.5.2.1
8.6.7
Minimum width of doors: 32"
6.1.4, Section 7.2.1.2.4
Pairs of doors: at least one must be 32 inches in width.
8.6.8
Capacity of Doors (Unit): .02 inch/person
6.1.4, Table 7.3.3.1
8.6.9
Minimum width of corridor (storage):
6.1.4, Sections 42.2.3 & 7.3.4.1
required: 32"
6.1.4, Section 7.3.4.1 (2)
actual: no corridors in warehouse except those defined by
storage racks
8.6.9.1
Minimum width of corridor (business):
required: 44”
8.6.10
Capacity of corridor: required: .02”/person
6.1.4, Section 38.2.3.2
6.1.4, Sections 7.3.3.1 & 7.3.3.2
& Table 7.3.3.1
15 persons/ exits = 8 persons/exit required in admin annex
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DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
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8.6.11
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Interior Finishes: Conform to NFPA 6.1.2, Section 2-6.1
Class A or B in exit access corridors.
6.1.4, Sections 38.3.3.2.1 & 42.3.3.1
(refers to Section 10.2)
8.7
FIRE EXTINGUISHING SYSTEM:
8.7.1
Fire sprinklers required
8.7.2
Extinguishers (storage): not required6.1.4, Section 42.3.5
however, 6.1.2, 4-9 Exception overrules no requirement in NFPA 101 and
requires extinguishers to be provided in accordance with NFPA 10.
8.7.2.1
Extinguishers (office): required
6.1.2, Section 4-2.2
6.1.4, 38.3.5
8.7.2.2.
8.7.2.3
8.7.2.4
8.7.2.5
Ordinary hazard occupancy,
Minimum rating per single
extinguisher: 2-A
6.1.5, Table 6.2.1.1
Maximum floor area per unit
of A: 1,500 SF
6.1.5, Table 6.2.1.1
Maximum area per extinguisher,
2-A = 3,000 SF
6.1.5, Table E.3.4
Total floor area Warehouse (worst case center storage bay 2)
= 119,376 SF
119,376/3000 = 39 ~ 40 extinguishers required,
Total floor area Admin Annex:
Admin Annex: 2000 sf/3000 = 0.66 ~ 1 extinguishers required,
8.7.3
Travel distance to extinguisher:
maximum allowed: 75 feet
6.1.5, Table 6.2.1.1
8.8
FIRE ALARM SYSTEM: See Chapter 14.
9.
STRUCTURAL DESIGN
9.1.
Description. The General Purpose Warehouse is a single story structure constructed of tiltup or plant-cast precast concrete walls with steel framed gravity load bearing system.
Column grid layout, tilt-up wall layout, and building joints locations of Warehouse spaces shall
comply with Architectural concept floor plan. This structure will be constructed at the DDJC
Tracy site, CA. Building classification is Risk Category II per UFC 3-301-01, Table 2-2. The
structural criteria established herein shall be used for structural loading, design and
installation of all structural systems and foundations, including erection, supervision, testing,
and quality assurance of the completed installation of this project. The Engineer of Record
(EoR) shall be registered in the State of California and shall have 5 years experience in tilt-up
concrete wall design. All structural calculations and final drawings shall be checked,
reviewed, and initialed by a registered Civil/Structural engineer other than the original
engineer of record.
The EoR shall seal and sign final structural calculations and final
structural documents (drawings and specifications). The structural work consists of design
and construction of, but not necessarily limited to the following items:
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1. Building Foundations.
2. Load Bearing and Non-Load Bearing Walls.
3. Structural system resisting vertical and lateral loads
4. Framing system, including roof / floor diaphragms.
5. Connection details of structural materials.
6. Special Conditions, such as expansion, construction, and contraction joints, changes in
floor levels, antenna platforms and catwalks if needed.
7. Attachment provisions for architectural, mechanical, and electrical elements.
8. Interior and exterior equipment pads.
9. The contractor’s EoR shall design the roof framing system to support new fans which will
be installed in the future. The EoR shall coordinate with the warehouse user on the exact
locations and weights of the new fans to be installed
10. Per user’s requirements the stacking height shall be 26’-0” and the clear unobstructed
height shall be 29’-0” above the finished floor.
The contractor’s structural engineer shall use a building frame system consisting of precast
intermediate shear walls (R = 5) to resist seismic loads. The system shall provide vertical
and lateral capacity/stability and shall provide durability, maintainability and cost
effectiveness. The structural engineer shall provide a statement in the design analysis
describing the vertical and lateral structural system of this building.
9.2
Applicable Standards/Criteria See paragraph 4.13.
9.3
Design Loads.
9.3.1
General. Design loads shall be included in the structural notes on the contract drawings. See
UFC 3-301-01 for minimum floor live loads, ground snow loads, wind speed and seismic
data.
9.3.2
Dead Loads. The structural system shall be designed and constructed to safely support all
dead loads, permanent or temporary.
9.3.3
Roof Live Loads. Minimum roof live load shall be per UFC 3-301-01, Appendix D.
9.3.3.1
Floor Live Loads. The following floor live loads shall be used:
Battery Room
200 psf
Break Rooms
60 psf
Loading docks and ramps
500 psf
Offices
50 psf
Restrooms
75 psf
Warehouse slab-on-grade
1250 psf (rack storage load for structural design)
500 psf (storage load uniformly applied to entire floor
slab area used for settlement analysis)
Forklifts
4,000 lbs approximate capacity of forklifts currently in
use:
a) Hyster 40 S40 FT
b) Yale NTA 030 SA Racks
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c) 3,000 lbs for fixed pallet rack stacked 6 high on steel rack with 2 pallets at each shelf.
d) Portable stackable storage racks: Rated load 3,000 lbs. each 54”48”, NSN 3990-01-6002
stacked at maximum height.
9.3.4
Snow loads. The minimum ground snow load shall be per UFC 3-301-01, Appendix Table E-2
and use data for Stockton/San Joaquin.
9.3.5
Wind Loads. The minimum wind speed shall be per UFC 3-301-01, Appendix Table E-1 and
use data for Stockton/San Joaquin.
9.3.6
Seismic Loads. The seismic data shall be per UFC 3-310-01, Appendix Table E-3 and use
data for Stockton/San Joaquin.
9.3.7
AT/FP Loads. See UFC 4-010-01.
9.4
General Design Criteria.
9.4.1
Drawings. The design drawings shall contain structural notes which shall contain loading
criteria, a list of the strengths of the engineering materials used, the design soil values,
special inspection requirements, and any other data that would be pertinent to this building.
9.4.2
Calculations. Structural design shall be performed either manually or using computer
programs. Computer software shall be appropriate industry-standard programs. Samples of
specific industry-standard software that may be used on the Project include:
•
•
•
•
SAP2000 Finite Element Structural Analysis and Design Program, ETABS and SAFE by
Computers and Structures, Berkeley, CA.
“PCA Column”, “MATS”, “PCA Beam”, and “ADOSS” from the Portland Cement
Association (“PCA”).
RISA 2D and 3D from the RISA Technologies.
ENERCALC structural engineering software for steel, wood, concrete, masonry,
foundations and frames from ENERCALC INC.
9.4.3
Gypsum wallboard shall not be used as an element of the lateral load resisting system.
9.5
Design Criteria.
9.5.1
Serviceability.
9.5.1.1
Foundation Settlement Strength. An adequate level of protection against failure due to
uniform and/or differential foundation settlement or general shear shall be provided.
9.5.1.2
Vertical Deflection of Suspended Horizontal Framing Members. Building serviceability
shall not be impaired by vertical deflections. Vertical deflections shall be limited to the
following criteria.
1. L/240 at roof live loads.
2. L/180 at roof dead and live loads.
3. L/600 for masonry walls and lintels.
9.5.1.3
Structural Separation. The minimum structural separation between independent bays shall
comply with the requirements contained in 12.12.3 of ASCE 7-10.
9.5.2
Construction Tolerances. Allowable variations from level, or specific slopes, shall be as
follows:
1. For overall length, or surface of 10 feet or less; plus or minus 1/8-inch.
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California
2. Up to 20 feet; plus or minus 1/4-inch.
3. Up to 40 feet; plus or minus 3/8-inch.
1876
9.5.3
Durability - Time Reliability.
9.5.3.1
Structural components shall be protected from condensed moisture that could impair their
structural adequacy through deterioration.
9.5.3.2
Special attention shall be given to protection for corrosion or oxidation of metals, spalling of
concrete, leaching of mortar, and deterioration of adhesives. Prevention of these hazards
shall be especially important.
9.5.3.3
The materials used in structural elements, components, and assemblies shall be resistant to
or protected from damage by exposure to normal climatic conditions.
9.5.4
Concrete Foundation Design.
9.5.4.1
General. All foundation walls (stem walls) and footings shall be constructed of formed
reinforced cast-in-place concrete. Concrete shall have a minimum compressive strength of
4,000 pounds per square inch at 28 days. Maximum water/cement ratio is 0.45 for all
concrete.
9.5.4.2
Testing. Testing of concrete work shall be done at the contractor’s expense by an approved
independent testing laboratory.
9.5.4.3
Forms. Materials for forms shall be plywood, metal, metal-framed, reinforced fiberglass, or
plywood-faced, to provide continuous, straight, smooth, exposed surfaces.
9.5.4.4
Reinforcing Materials. For seismic resisting concrete structural elements, only seismically
qualified ASTM A-615, or ASTM A-706 Grade 60 deformed bars shall be used.
9.5.4.5
Concrete Mixing Operation. ASTM C 94.
9.6
Foundation Design. As per Contractor’s final geotechnical report.
9.6.1
General. Foundation notes shall be included in the structural drawings.
9.6.2
Minimum Footing Depth. The minimum footing depth from bottom of footing to outside finish
grade for frost penetration and/or earth cover shall be as recommended in the Contractor’s
final geotechnical report.
9.6.3
Type of Foundation. The foundation system shall be as recommended in the Contractor’s
final geotechnical report.
9.6.4
Design Loads. The allowable bearing pressure and pertinent soil properties shall be as
given in the Contractor’s final geotechnical report.
9.6.5
Continuous Footings. The foundation continuous footings shall be reinforced concrete with
a minimum thickness and width as recommended in the Contractor’s final geotechnical
report.
9.6.6
Slabs-On-Grade. The slab-on-grade for the warehouse area shall be a minimum of 8-inches
thick and designed per UFC 3-320-06A and ACI 302.1. A light-reflective dry-shake metallic
floor hardener shall be applied to the concrete surface. This hardener shall include only nonferrous, non-oxidizing graded metallic aggregates in a high strength cementitious binder. The
floor hardener shall provide high abrasion and slip-resistance. It shall be applied to the
warehouse floor in accordance with the manufacturer’s written instructions on application of
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shake hardener shall be at the rate recommended by the manufacturer but at a rate not less
than 1.5 psf. A clear penetrating type sealer shall be applied to the floor after construction
and the sealer shall be compatible with the light reflective dry shake surface. The floor
surface preparation shall conform to the manufacturer's recommendations of both the
hardener and the sealer.
Administration areas shall be a minimum of 5 inches thick reinforced with a minimum size No.
4 bar with a minimum area of reinforcing of 0.18 percent of the slab cross sectional area per
foot wide slab, located 2 1/2 inches clear from the top surface of the slab. Maximum spacing
of slab reinforcement shall be 18 inches each direction.
Refer to the contractor’s Final Geotechnical Report and paragraph 6, Geotechnical Design
Requirements, for the design of all foundation and slab-on-grade requirements and
recommendations.
Fiber mesh reinforcing in the slab concrete will not be allowed as a replacement for steel
reinforcement. Welded wire fabric shall not be used as steel reinforcement in the concrete
slab-on-grade.
The contractor shall meet the following requirements:
The slab on grade shall not be used as a casting bed nor shall it be used for embedding
anchors for temporary shoring of the tilt up walls.
The walls and roof shall be in place prior to the slab on grade being placed.
Reinforcement shall be stopped at every column line in both directions.
basket is required at every column line for load transfer.
Smooth dowel
Require Contractor Quality Control (CQC) to include Specialty floor consultant on site during
concrete slab placement.
Contraction and construction joints in the warehouse floor area subject to the hard wheels of
material handling vehicle traffic shall be filled with semirigid filler to minimize wear and
damage to joint edges. Construction joints shall be sawcut 1 inch deep before filling.
Contraction joints shall be sawcut 1/4 the thickness of the slab-on-grade. Joints shall be as
narrow as possible to minimize damage due to wheel loads while still being wide enough to
be properly filled.
Slabs shall be moist-cured using continuously saturated polyethylene-backed burlap for 28
days per UFGS 03 39 00 Concrete Curing, paragraph 3.2.2.
Floor Flatness (FF) and Floor Levelness (FL) Requirements:
General
Random traffic floors (i.e., the rack and aisle areas) shall be measured by the F-number
system stated in ACI 302, which describes the F-number system for measuring the floor
tolerances for random-traffic floors.
Tolerance Requirements
Specified Overall F-numbers:
FF = 35, FL = 25
FF is defined as the flatness F-number, FL is the levelness F-number.
Specified Minimum Local F-numbers:
FF = 27, FL = 20
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REMEDY FOR OUT-OF-TOLERANCE WORK
1876
Random-traffic areas
For random-traffic floor tolerance measurements, the floor shall be divided
into sections approximately 16 feet in width (i.e., one paving lane in
width) by a maximum of 48 feet in length. Floor F-number measurements
for the random-traffic floor shall be made on each floor section individually.
All floor sections measuring at or above both FF/FL of the specified
minimum local F-number shall be accepted for tolerance compliance as
constructed. All random-traffic Sections, as defined above, measuring
below either (or both) of the specified minimum local F-numbers shall be
removed and replaced. No remedies for sub-minimum local F-number Sections
other than replacement will be permitted.
If the random-traffic floors, when completed, fails to meet or exceed the
specified overall F-number values, FF/FL, then the contract payment shall
be reduced by an amount equal to:
$ 5.66 X (Total balance of square feet in Sections with FF values less
than 35) plus
$ 5.66 X (Total balance of square feet in Sections with FL values less
than 25 and FF values greater than 35).
9.6.6.1
Slab-On-Grade Sensitive Floor Finishes. In floor areas with ceramic or quarry tile or
terrazzo floor finish, the floor shall be structurally reinforced to minimize cracking of the floor
finish.
9.6.7
Slab-On-Grade Control Joints. Slab-on-grade control joints shall be located at a spacing no
greater than 15 feet on center each direction. The length to width ratio for all panels shall be
no greater than 1.25 for all concrete reinforced with temperature and shrinkage steel. The
joints can be either contraction joints (weakened plane joints, saw cut joints) or construction
joints. Reentrant corner bars shall be required as part of the reinforcement requirements.
9.6.8
Slab-On-Grade Expansion Joints. At locations where slabs abut vertical surfaces, such as
at exterior foundation walls, at bay double fire separation foundation walls, other interior
foundation walls and column pedestals, expansion joints will be provided. Expansion joints
shall be adequately sized to permit horizontal slab movement.
9.6.9
Foundation Stem Walls. The foundation stem walls shall be a minimum 8 inches thick
reinforced concrete.
9.6.10
Stoops, Ramps and Porches. Small stoops, ramps and porches shall be soil supported
turned-down-edge type, and be slip-doweled to the building foundation.
9.6.11
Interior and Exterior Mechanical Equipment Foundation Pads. Interior and exterior
mechanical equipment pads shall be shown on the contract drawings.
9.7
Masonry.
9.7.1
All structural masonry walls shall be fully grouted. CMU (ASTM C 90, Type I or II) shall have
minimum compressive strength of 1500 psi.
9.7.2
Mortar shall conform to ASTM C270, Type S, with Portland cement.
9.7.3
Masonry grout shall conform to ASTM C476 and shall have a minimum compressive strength
at 28 days (f’m) of 2,000 psi.
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9.7.4
All horizontal wall reinforcement shall be placed using bond beam type masonry units. Lintel
units will not be used in lieu of bond beam units. Exterior masonry walls shall have minimum vertical and
horizontal reinforcement distributed throughout the wall section in accordance with UFC 4-010-01.
10.
MECHANICAL AND PLUMBING DESIGN
10.1
General Requirements for HVAC and Plumbing
10.1.1
Criteria Sources and References. See paragraph 4.13.
10.1.2
Design Specifications. The contractor shall provide all applicable, edited Unified Facilities
Guide Specifications (UFGS) for all mechanical components, equipment and systems,
required for the systems included in the design. UFGS can be retrieved at
http://www.wbdg.org/ccb/.
10.1.3
General Design Requirements. Provide heating, ventilating and air conditioning (HVAC)
systems and plumbing systems for the General Purpose Warehouse that attain the following
objectives: occupant comfort, good indoor air quality, acceptable noise levels, energy
efficiency, reliable operation and ease of maintenance. Design and installation shall be in
accordance with the International Mechanical Code (IMC); the International Plumbing Code
(IPC); UFC 3-410-01 HVAC Systems; UFC 3-420-01 Plumbing Systems; and other
Applicable Criteria located where referenced above. Refer to the Room by Room Criteria
Sheets in Section 01 10 11 for additional specific HVAC and Plumbing Requirements.
10.1.3.1
Seismic Protection. All equipment per UFGS 13 48 00.00 10 SEISMIC PROTECTION FOR
MECHANICAL EQUIPMENT shall be seismically braced.
10.1.3.2
Sustainable Design. Refer to requirements in Section 16.
10.1.3.3.
Equipment. Equipment selection and layout shall comply with the manufacturer’s
recommended clearances and code clearances and shall be annotated on the drawings.
10.1.3.4
Ancillary Equipment. All ancillary equipment such as unions, strainers, shutoff valves, check
valves, gauges, air vents, relief valves, sight glasses, vibration dampers, escutcheons,
expansion joints, dirt legs, balancing valves, regulators, switches, sleeves, caulking, sealants,
etc., shall be provided for the proper installation, operation, servicing, and removal of all
equipment without the need to shut down an entire system. Details shall show all ancillary
equipment.
10.1.3.5
Concrete Pads. All floor mounted and ground mounted equipment indoors and outdoors shall
be mounted on 6-inch thick concrete housekeeping pads, unless otherwise indicated. Drawings
shall indicate the size and locations of all housekeeping pads. Pads shall extend 3” minimum
beyond the footprint of the equipment for all four sides.
10.1.3.6
Expansion Joints/Anchors/Guides. Expansion of all piping will be computed by the method
outlined in the ASHRAE Handbook, Equipment. Expansion of plastic piping will be
determined from the Plastic Pipe Institute Technical Report PPI-TR21, Thermal Expansion
and Contraction of Plastic Pipe. If expansion joints are required, drawings and calculations
shall be provided.
10.1.3.7
Insulation. Chilled Water, Hot water, refrigerant piping, plumbing piping systems, ductwork,
air handlers, pumps, and other applicable equipment shall be insulated in accordance with
UFGS 23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS. Insulation
requirements will be indicated in the contract documents.
10.1.3.8
Cathodic Protection. All underground piping shall be non ferrous if possible. See electrical
narrative regarding cathodic protection requirements.
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10.1.3.9
Elevation. Design and selection of all equipment shall take into account the effects of site
elevation. Equipment schedules shall indicate “Performance at Elevation”.
10.1.3.10
Testing, Adjusting, and Balancing (TAB). Testing, Adjusting and Balancing (TAB) shall be
executed in accordance with the instructions provided in UFGS 23 05 93.00 10 TESTING,
ADJUSTING, AND BALANCING OF HVAC SYSTEMS.
10.1.3.11
Commissioning. Refer to paragraph 16 Sustainable Design and Development (SDD). If
Enhanced Commissioning is to be performed, all HVAC systems and equipment, including
controls, and all systems shall be commissioned in accordance with ASHRAE Guideline 1.1,
ASHRAE Guideline 0 and LEED. Do not use the sampling techniques discussed in ASHRAE
Guideline 1.1 and in ASHRAE Guideline0. Commission 100% of the HVAC controls and
equipment.
10.1.3.12
Training. A training plan shall be submitted. Training shall be provided for the base
maintenance personnel/building occupants and EMCS office personnel. Training shall include
system operation, trouble shooting guide lines, part ordering, controls, sequence of operation,
preventive maintenance schedules, safety guidelines, etc. Training shall be done on-site. Up
to eight personnel shall be trained for the hours specified below:
HVAC Systems
8 hours
HVAC Controls
8 hours
Plumbing Systems
4 hours
10.1.3.13 Access Panels. Access panels/doors shall be provided for all HVAC and plumbing equipment
and appurtenances such as security grills, fire dampers, valves, water hammer arrestors, etc.
Panel location and sizes shall be indicated on the contract drawings. Where necessary for
mission essential requirements, the panels shall be locked and alarmed.
10.2
Heating, Ventilating, and Air Conditioning (HVAC)
10.2.1
General Design Parameters.
Energy Conservation: As part of LEED certification, the DB Contractor shall pursue USGBC
LEED 3.0 for New Construction and Major Renovation credit EA-1, Optimize Energy
Performance with goal of achieving a minimum energy cost savings percentage of 30%. In
addition to the submittals required to document compliance with the USGBC, the energy
analysis, including all assumptions and inputs, and referenced drawings shall be submitted to
the government for approval. The facility shall be designed and constructed in accordance
with the Energy Policy Act of 2005 as codified in the CFR Title 10 CFR Part 433. Specifically,
the building shall be designed to comply with ASHRAE Standard 90.1 and shall achieve an
energy consumption level that is at least 30 percent below that required per ASHRAE
Standard 90.1. If a minimum of 30 percent energy consumption savings cannot be achieved
in a life cycle cost effective manner, the maximum savings level that is cost effective shall be
achieved.
HVAC Load Calculations: Heat gain and loss calculations shall be in accordance with the
current edition of the American Society of Heating, Refrigeration, and Air Conditioning
Engineers (ASHRAE) Handbook of Fundamentals. HVAC load calculation and energy
analysis software shall be utilized that is capable of performing hour by hour energy analysis,
using measured weather data for all 8,760 hours of the year to calculate building heat
transfer and loads, air system operation, and plant equipment operation. The software
program utilized shall apply the techniques recommended by ASHRAE and shall be tested in
accordance with ASHRAE Standard 140-2007, “Standard Method of Test for the Evaluation
of Building Energy Analysis Computer Programs” and it shall meet the requirements for
simulation software set by ASHRAE Standard 90.1-2007 and the LEED Green Building
Rating System. Programs such as Trace 700 by Trane and Hourly Analysis Program (HAP)
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by Carrier are two HVAC Calculation Software Programs which meet this criteria.
Calculations shall be performed on a room-by-room basis, and shall include 100 percent of
the personnel, ventilation, lighting and equipment loads. Design parameters shall be in
accordance with the site specific requirements for (Installation name) set forth in UFC 3-40002. Cooling design calculations shall be based on the 1% occurrence of outside dry bulb and
mean coincident wet bulb temperature and heating design calculations shall be based on the
99% occurrence of outside dry bulb temperature.
The cooling equipment shall be selected based on satisfying the sensible, latent and total
calculated loads. The heating load may include up to 25 percent pick-up factor. Building load
calculation analysis shall include the complete input data and the following cooling and
heating output data (as a minimum):
a. Entered Values Reports
b. System Summary, Airflow & Capacity Quantities, Engineering Checks and System
Checksums
c. System Peak Load Summaries;
d. Internal Loads
e. System Psychometric State Points
f. Building Envelope Composition (U-values, Areas, and ASHRAE 90.1 Analysis)
g. Peak Airflow Loads and shall be submitted for government approval.
10.2.1.1
Operational Hours. The Design Build Contractor shall coordinate with the base personnel to
determine actual operating schedules for the different portions of the facility. Office spaces
should be assumed to have a 7am to 5 pm operating schedule.
10.2.2
Equipment, Personnel, and Lighting Loads. Equipment and personnel loads are defined in
the following paragraphs. The Design Build contractor shall verify all equipment and
personnel loads shown on the Room Criteria Sheets (and documents referenced therein) with
base personnel prior to executing load calculations.
10.2.2.1
Personnel Loads. The number of assigned personnel per room shall be based on the values
provided on the Room Criteria Sheets. If a room does not give the assigned number of
personnel, then the Occupant Density per square footage as outlined in ASHRAE Standard
62.1-2007 shall be utilized. The sensible and latent heat loads per person shall be as defined
in ASHRAE Fundamentals for the activity being performed.
10.2.2.2
Equipment Loads. Equipment loads shall be based on the Room Criteria Sheets. Equipment
loads should include, but not be limited to, computers, monitors, servers, electronic racks,
UPSs, copy machines, coffee makers, laundry equipment and other miscellaneous loads.
10.2.3
Fuel Sources.
10.2.3.1
Heating. The fuel source for heating shall be natural gas. The natural gas piping system is
base owned. Contractor shall obtain all required permits for the installation of the fuel source.
Gas meters shall be provided with pulse output capability for input into the facility direct digital
control system. Electricity shall not be utilized as the fuel source for heating systems except
for remote installations or if proven Life Cycle Cost Effective.
10.2.4
Site Criteria.
10.2.4.1
Location
Project Location:
DDJC Tracy
Elevation:
26 feet
Latitude:
37.9 deg North
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10.2.5
10.2.5.1
1876
Design Conditions.
Outside Design Temperatures
Winter:
33 degrees F (99.0%)
Summer:
98 degrees F Dry Bulb (1.0%)
70 degrees F Mean Coincidental Wet Bulb (1.0%)
103 degrees F Dry Bulb (for sizing condensing units and air cooled
chillers)
10.2.5.2
Inside Design Temperatures
Inside design temperatures shall be as shown below.
Administration, office:
68 degrees F minimum; 78 degrees F
maximum
Warehouse Bays:
Unconditioned
40 degrees minimum, no cooling
Mechanical & Electrical Rooms:
Communication Rooms:
68 degrees F minimum, 78 degrees F
maximum
10.2.6
Outdoor Air Requirements for Ventilation. The building shall be provided with outside air in
accordance with ASHRAE Standard 62, Ventilation for Acceptable Indoor Air Quality, based
on occupancy and/or type of space. Air distribution systems shall be designed to insure that
minimum outside air requirements are provided to the building year round. Infiltration shall not
be considered as supplementing the outside air requirements.
10.2.7
Exterior Mounted Equipment.
10.2.7.1
Grade Mounted Equipment. Air handling units shall be installed in mechanical rooms or
mechanical yard. Outside air intakes shall be a minimum of 10 feet off finished grade. Chillers
and condensing units shall be installed outside in accordance with AT/FP requirements.
10.2.7.2
Rooftop Mounted Equipment. HVAC equipment may be located on rooftops as required and
do not require additional screening or enclosure measures.
10.2.8
Mechanical Room. The contractor shall confirm that the size of the mechanical rooms
provided accommodate the installation of mechanical and plumbing equipment, with
adequate clearance for operation and servicing of all components. Regardless of the
architectural narrative (including drawings) in the RFP, it is the prime contractor’s responsibility
to coordinate the size of the actual mechanical room required with the various subcontractors.
10.2.9
Force Protection. Mechanical force protection measures are described in UFC 4-010-01, DoD
Minimum Antiterrorism Standards for Buildings. The Contractor shall coordinate mechanical
requirements with all other disciplines. Equipment enclosures, air intakes heights, emergency
air distribution shutoff, etc. are some of the mechanical requirements contained in UFC 401 10 10 - 53
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010-01. It is incumbent that the Contractor become familiar with these requirements and
incorporates them fully into the Project design and construction.
10.2.10
Pressurization.
10.2.10.1
Building Pressurization. The administrative area shall be maintained at a slight positive
pressure with respect to the outside (excluding areas that are typically maintained at negative
pressures, i.e. restrooms, janitor’s closets, etc). Warehouse storage bays are not required to
maintain positive pressurization. Monitor and control building pressure such that pressure
gradients are maintained whenever the associated air handler is operational. Maximum
pressure shall be 0.1 inches of water column.
10.2.10.2
Space Pressurization. Requirements for differential pressurization shall be analyzed for
adjoining spaces especially for spaces such as restrooms, janitor’s closets,. Control
strategies for HVAC systems shall be incorporated to maintain the proper differential
pressure between adjoining spaces as required by building codes and regulatory agencies.
10.2.11
Noise Analysis. An acoustic analysis shall be performed during design for each air
handling unit and associated duct distribution system to assure minimal noise transmission to
the spaces and shall comply with the latest edition of ASHRAE Handbook, HVAC Application.
Typical room criteria are listed below:
Large Offices (open plan):
Small Offices (private):
Small Conference/Class
R Public Lobbies:
Circulation and
Break Rooms:
RC 30-40 (N)
RC 25-35 (N)
RC 25-35 (N)
RC 40-45 (N)
RC 40-45 (N)
Sound quality (N) Neutral (Bland) shall be the only sound–quality descriptor used. See Section
10.2.14.20, for STC 50 & 45 room requirements.
10.2.12
Duct System Design. All supply, return, intake, and exhaust ductwork shall be
constructed of galvanized sheet metal, unless otherwise not permitted, and shall be as
specified in the Unified Facilities Guide Specifications. All duct fittings (including elbows, tees,
and offsets) shall be constructed of rigid sheet metal. Non-metallic flexible duct run outs to air
distribution devices shall be insulated and shall be limited to 6 ft. in total length. Flexible duct
shall only be used on straight runs of ducts (horizontal or vertical) and shall not be installed
with elbows or with offsets greater than 1/2 duct diameter. The ductwork shall be insulated in
accordance with UFGS Section 23 07 00 THERMAL INSULATION FOR MECHANICAL
SYSTEMS. Ductwork, ductwork openings, and plenums shall be designed to a maximum RC
of 30. Duct and air distribution devices shall meet the velocity requirements indicated in the
ASH RAE Handbook – HVAC Applications.
10.2.13
HVAC System Selection. HVAC system design shall be in accordance with criteria listed in
paragraph 4.13, Applicable Codes and Design Criteria. In addition, HVAC systems shall be
designed in accordance with UFC 3-410-01, Heating, Ventilating, and Air Conditioning
Systems. The HVAC systems shall provide each zone with the choice of heating or cooling
year round unless otherwise indicated. Each zone shall have its own limited range of control,
as allowed by the direct digital control system. A sufficient number of HVAC zones shall be
provided such that occupied spaces with dissimilar functions are not included in the same
zone. Unoccupied spaces adjacent to spaces with a dissimilar function may be included in
the same zone. Final system selection shall be based on project site location, overall project
size, LEED Project Goals, EPAct 2005 compliance, and Life Cycle Cost Analysis.
10.2.13.1
Communication Room. This space shall be provided with an independent HVAC system.
This will include self contained or split system type direct expansion air conditioning systems.
Unless noted otherwise, design room thermal conditions per EIA/TIA 569.
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10.2.13.2 Janitor’s Closet, Men’s and Women’s Restroom. These areas shall be indirectly
conditioned by drawing air from adjacent rooms via an in-line centrifugal exhaust fan located
in the mechanical room or mounted in the ceiling. Air drawn from adjacent spaces into the
restrooms shall not be through door louvers; instead, lined transfer duct (duct jumper) shall
be used for noise attenuation. Ductwork shall be sized adequately to insure proper air
movement through transfer duct. All ductwork shall be designed to prevent “cross-talk”
between the men’s and women’s restrooms. Exhaust discharge vents shall not be located
near outdoor air intakes to prevent short-circuiting of exhaust air. Provide direct heating
and/or cooling for the restrooms if determined necessary by load analysis.
10.2.13.3
Vestibules. The Vestibules will be unconditioned.
10.2.13.4
Warehouse Storage Bays. Warehouse storage bays will not be heated or cooled. Provide
structural and electrical accommodations for High Volume Low Speed fans to be installed by
DDJC Tracy in the future. The location of the HVLS fans shall be coordinated with the
location of sky lights, lighting fixtures, sprinkler heads, and other building systems and
fixtures so that the location of fans do not interfere with the operation or access to these
systems and fixtures. Refer to High Volume Low Speed fans installed in Warehouse 58.
10.2.14
HVAC System Component Requirements. The applicability of the individual system
component requirements described below is dependent on the selected HVAC system
type(s) described in 10.2.13 HVAC System Selection. System components not listed below
and not otherwise prohibited shall only be used with government approval.
10.2.14.1
Unitary Packaged Air Conditioner. One or more constant volume or variable volume
natural gas heating/electric cooling units will provide heating and cooling for the building. The
unit will be located in the Mechanical equipment yard or on the roof. Each unit will be
equipped with outside air intake louvers capable of 100% outside air economizer operation as
required by ASHRAE 90.1. Provide barometric relief dampers or powered exhaust as needed
to maintain building pressurization during economizer operation.
10.2.14.2
Louvers. Louvers shall be constructed of extruded aluminum and shall be factory finished as
required to match the architectural features of the building. The construction and location of
all louvers shall meet the requirements of UFC 4-010-01 DoD Minimum Antiterrorism
Standards for Buildings. Louvers used in locations which are subject to heavy wind, rain and
storms shall be wind driven rain resistant type louvers tested in accordance with the
requirements of AMCA Wind Driven Rain Test. Combustion air louvers where required shall
be sized in accordance with NFPA 54. Combustion intake air shall be heated to a
temperature required by the manufacturer to prevent freeze-up of equipment. All louvers shall
utilize bird screens. Louvers shall be sized as follows:
Supply:
maximum free area velocity of 500 fpm.
Exhaust:
maximum free area velocity of 1000 fpm
10.2.14.3
Volume Dampers. Manual balancing dampers shall be furnished with accessible operating
mechanisms. Volume dampers shall be provided on all supply ducts to diffusers, and outside,
return, and exhaust air ducts to ensure proper balancing and mixing within the system.
Dampers integral with registers or diffusers will not be considered volume dampers for the
purpose of balancing.
10.2.14.4
Air Filters. Air filters shall be provided in accordance with UFC 3-410-01 Heating, Ventilating
and Air Conditioning Systems and UFGS Section 23 00 00 AIR SUPPLY, DISTRIBUTION,
VENTILATION AND EXHAUST SYSTEM. The air filters shall be located in the air handling
equipment. Placement of filters within ceilings, ducts or factory/ assembled filter banks is
prohibited.
10.2.14.5
Fire, Smoke & Fire/Smoke Dampers. Fire, smoke, and fire/smoke dampers shall be
provided according to NFPA 90A. Fire, smoke, and fire/Smoke dampers shall be as specified
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in UFGS Section 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST
SYSTEM. The designer shall indicate on the construction drawings the location of each
damper and details of the damper installations.
10.2.14.6
10.2.15
Diffusers, Grilles and Registers. Air distribution devices shall be factory-fabricated of steel,
corrosion-resistant steel, or aluminum and shall distribute the specified quantity of air evenly
over space intended without causing noticeable drafts and air movements in occupied zones or
dead spots anywhere in the conditioned area. Inlets and outlets shall be sound rated and
certified according to ASHRAE 70. Diffusers and registers shall be as specified in UFGS
Section 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEM
and shall be color coordinated with the Architectural design.
HVAC Controls
10.2.15.1
Control System. Provide a complete Direct Digital Control (DDC) system for the facility
compatible with the existing base DDC system at DDJC Tracy. The DB contractor shall be
responsible for correct operation of the control system including, but not limited to, software,
graphics, programming, control relays, control wiring and interfacing with the base existing
DDC system. Controls shall also be in accordance with the Base Facility Design Standard
10.2.15.2
Control System Design Document Requirements.
provided that includes the following information.
Design control drawings shall be
10.2.15.2.1 Detailed control system scope-of-work and installation notes describing the various
components that will be provided (controllers, sensors, valves, dampers, etc.)
10.2.15.2.2 A diagram of the control system communication architecture, including network and device
addressing.
10.2.15.2.3 Control valve and control damper schedules, including actuators and linkages.
10.2.15.2.4 DDC point schedule including point description, point type (BI, BO, AI, AO), alarm
requirements, trend requirements, and additional information such as type of sensor, location,
etc.
10.2.15.2.5 A detailed control diagram for each piece of HVAC equipment receiving DDC. Diagrams shall
show all related control components in their respective locations, valve and damper normal
positions, fluid flow directions, and point types.
10.2.15.2.6 A detailed written sequence of operation for each piece of HVAC equipment. Full describe
every operating routine (occupied operation, night setbacks, optimal start, etc.).
10.2.15.3
Interface with Legacy System. The DDC system shall completely interface with the existing
EMCS installed at DDJC Tracy. The new system interface shall not alter the existing base
central software operations. The system shall be capable of monitoring and override from the
central EMCS computer, and shall be designed to be completely stand-alone in the event of
communications failure. The base wide EMCS shall be connected to the facility, through a
Local Area Network, located in the communication room. The HVAC/EMCS control panel,
including graphics and control schemes in the EMCS central computer will be fully
programmed (by contractor). The graphics screens will include a building floor plan indicating
control locations and detail screens of individual equipment controls as required on the points
list. The program shall execute stand-alone in the building control panel with or without
communication with the EMCS central computer. The building control panel shall accept
override controls, set-point adjustments, and program modifications from the EMCS central
computer without disruption to the EMCS central network monitoring and control functions. All
alarms generated by the building panel shall automatically be logged with the EMCS central
computer. A text-based sequence of operations screen shall be linked to the graphics
screens for the building and shall explain control procedures.
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10.2.15.4 Operator Workstation. The DDC system shall be provided with a laptop computer which will
be dedicated to the DDJC Tracy maintenance staff for diagnosing mechanical system issues
and making control system changes.
10.2.15.5
Meters. Gas, water and electric meters shall have pulse output capability for input into the
DDC system to track building energy and utility consumption.
10.2.15.6
Operation & Maintenance (O & M) Manuals. The final DDC system O & M Manuals shall
include as-built drawings of the DDC communication wiring daisy chain, including LAN’s,
switches, routers, and addressing exactly as installed.
10.2.15.7
DDC System Software. Provide at least one registered copy (on mfr’s original CD) of the
control system software. If a hardware key is required, provide the manufacturer’s largest
capacity “master” key, allowing full access to the maximum number of controllers. Provide a
minimum of six additional “technician level” hardware keys for distribution among the
maintenance staff. Regardless of the control manufacturer and its software license protection
method, the Government shall receive the manufacturer’s complete software, at least on fullaccess capability, and at least six limited access capabilities.
10.2.15.8
Software Updates. For the DDC system provided under this contract, include at no
additional cost to the Government, all firmware and system software upgrades (including
patches and updates) as they become commercially available for a minimum of two years
starting from contract acceptance. In the submitted control system O & M manuals, provide
an itemized list of the firmware and system software. Include original release dates, version
numbers, part numbers, serial numbers, and beginning and ending warranty dates. Provide a
statement that firmware and system software upgrades shall be provided without cost during
the two year period. Provide an additional statement that the manufacturer’s telephone
technical support shall be provided without cost for five years from the contract acceptance.
10.2.15.10 Performance Verification Test (PVT) . In addition to meeting all PVT requirements in the
UFGS, the following shall be met also:
10.2.15.10.1
Performance Verification Test: Perform a Performance Verification Test (PVT) under
Government supervision prior to system acceptance. During the PVT, demonstrate that the
system performs as specified; including but not limited to demonstrating that the system is
Open and correctly performs the sequence of operation. The prime contractor is responsible
to ensure that the PVT plan is created and submitted to the Government for review and
approval prior to the start of the PVT. Testing shall be completed on 100% of the system and
will be repeated, at the Government’s discretion, for any item/items that do not satisfactorily
perform and any items that are affected by the original failed test.
10.2.15.10.2
Performance Verification Testing Plan: Submit a detailed PVT plan of the proposed
testing. Develop the PVT plan specifically for the control system in this contract. The PVT
plan shall be a clear list of items to be tested arranged in a logical sequence. Minimum
requirements for each tested item are intended test procedure, the expected response, notes
and the pass/fail criteria for every component. The plan shall clearly describe how each item
is tested, indicate where assisting personnel are required and include what procedures are
used to simulate conditions. The plan shall include a separate checked column for each
aspect of the sequence of operation for each component. For each test area, include
signature and date lines for the Contractor’s PVT administrator, the Contractor’s QA
representative and the Contracting Officer’s Representative to acknowledge successful
completion. A sample PVT checklist and procedure may be provided by the Government QA
upon request.
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10.2.15.10.3
Pre-PVT Checklist: Prior to requesting the PVT, the Contractor shall ensure that the
system is operating properly. If the system is found to be deficient during the completion of
the PVT the testing will stop immediately and will be rescheduled after corrections have been
made and the Contractor has again ensured that the system is properly operational. Prior to
completion of the Pre-PVT submit the checklist for approval.
10.2.15.10.4
Conducting the Performance Verification Testing: Conduct the PVT after approval of
the PVT plan and the completed Pre-PVT Checklist. Notify the Contracting Officer’s
Representative at least 15 days prior to testing. Furnish personnel, equipment,
instrumentation and supplies necessary to perform all aspects of the PVT. Ensure that testing
personnel are regularly employed in the testing and calibration of DDC systems. PVT shall
be completed using the project’s as-built control system drawings, the project’s mechanical
design drawings, the approved PVT plan and the approved and completed Pre-PVT
checklist.
10.3
PLUMBING
Materials: Supply, Drain, Waste, and Vent Piping Systems: Piping system for outside of the
five-foot line of the building is to be as specified under the civil portion of the design criteria.
Vent piping shall be combined wherever possible to reduce the number of roof penetrations
required. The minimum size of vents through the roof shall be 4".
10.3.1
Domestic Water
10.3.1.1
Domestic Water Supply Pressure. See Civil write-up for domestic water supply pressure
and/or “Fire Suppression” section in the “Mechanical Design” requirements.
10.3.1.2
Domestic Water Piping System Requirements. The domestic cold and hot water piping
systems shall be designed for a maximum system piping loss of 10 psig at full system flow.
Maximum fluid flow rates in the hot or cold piping system shall not exceed 6 feet per second.
The piping shall be extended to fixtures, outlets, and equipment. The domestic hot-water and
cold-water piping system shall be arranged and installed to permit draining. The supply line to
each item of equipment or fixture shall be equipped with a shutoff valve to enable isolation of
the item for repair and maintenance without interfering with operation of other equipment or
fixtures. Supply piping to all fixtures shall be anchored to prevent movement. Provide copper
pipe and fittings for pipe sizes 4 inch and smaller. Provide type L copper with solder or
brazed fittings for above ground piping and provide type K copper with solder or brazed
fittings for below ground piping. Mechanical press-on fittings shall not be used. Plastic piping
shall not be used.
10.3.1.2.1 Domestic Water Heating Systems. A domestic water heater shall be provided and located
in the Mechanical Room. Design shall be in accordance with ASHRAE Handbook – HVAC
Applications, “Service Water Heating”; and shall have a minimum thermal efficiency greater
than 90 percent. Domestic water heating shall have an operating temperature of 140 F. The
building water supply temperature shall be 120 F. The water heater shall be provided with
fully automatic controls with safety controls. Electric instantaneous water heaters shall only
be used for remote locations and/or where can be justified by life cycle cost analysis.
10.3.1.2.2 Gas Fired Instantaneous Water Heaters. Water heaters shall be fully modulating, gas-fired,
condensing, tankless water heater specifically designed for heavy-duty commercial
applications. Multiple units shall be capable of being installed in a cascading arrangement to
achieve higher flow rates than with a single unit. Water heaters shall be equipped with
stainless steel case, copper heat exchanger, stainless steel burner, brass inlet and outlet
connections, and adjustable range thermostat to allow hot water settings between 110 and
160 degrees F. Multiple unit installations shall be provided with controls as required to allow
cascading operation to achieve the required system flow rates. Provide venting in accordance
with manufacturers recommendations and requirements dictated by NFPA 54. The water
heaters shall be ANSI Z21.10.2-2004 listed, exceed the energy efficiency requirements of
ASHRAE 90.1 and listed by SCAQMD rule 1146.2 low NOX..
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10.3.1.2.3 Electric Instantaneous Water Heaters. Where utilized in remote locations or per life cycle
cost analysis, heaters shall be UL 499 electric, tankless, instantaneous water heating
appliance. Heater shall be of the modulating, under the sink, point-of-use type. Output
temperature shall be adjustable from 60 to 140 degrees F. Heating elements shall be
replaceable. Heater shall be provided with wall mounting bracket.
10.3.1.3
Diaphragm Expansion Tank. Provide a diaphragm expansion tank on the cold water line
between the pressure reducing valve and the domestic hot water storage tank.
10.3.1.4
Reduced Pressure Backflow Prevention Devices. Reduced Pressure Backflow prevention
devices shall be provided as needed to prevent cross-contamination of the domestic water
within the confines of the building. Proof shall be provided that each make, model/design, and
size of backflow preventer being furnished for the project is tested by the local authority
having jurisdiction.
10.3.1.5
Cold Water Service for Appliances. Water line connections for refrigerators, coffee makers,
ice machines, vending machines, and the likes shall be provided. Refer to the architectural
narrative and Room Criteria Sheets for the type and quantity of appliances.
10.3.1.6
Water Meters. Provide water meter upstream of all backflow preventers such that all water
used by the facility is metered. Meter shall have pulse output capability for interface with the
facility Direct Digital Control System.
10.3.2
Domestic Waste. All lavatory and sink drains and P-traps shall be coordinated with
Architectural work. The building Sanitary Sewer shall be designed in accordance with the
International Plumbing Code. Coordinate location of floor sinks and floor drains with the
structural discipline for floor sloping requirements. Provision shall be made to collect
condensate drains and drain to the sanitary sewer.
10.3.2.1
Domestic Waste Piping. Minimum buried waste or vent pipe size shall be 2-inch diameter
and minimum building drain size shall be 4-inch diameter. Provide cast iron hubless pipe and
fittings for above ground installation. Provide plastic PVC piping, fittings, and solvent cement
for below ground installation.
10.3.2.2
Kitchen Sinks. 20 gage stainless steel with integral mounting rim for flush installation,
minimum dimensions of 33 inches wide by 21 inches front to rear, two compartments, with
undersides fully sound deadened, with supply openings for use with top mounted washerless
sink faucets with hose spray, and with 3.5 inch drain outlet. Provide UL 430 waste disposer in
right compartment.
10.3.2.3
Floor Drains. Floor drains shall be provided in the Men’s and Women’s Restrooms, Janitor,
and for all condensing lines off HVAC equipment and in other areas as required, provide with
full grates. Floor drains will be equipped with trap primers.
10.3.2.3.1 Grit Interceptor. Grit interceptors shall be provided on drains in the Warehouse Storage
Bays to prevent grit from warehouse floors from entering the sewer system. Grit interceptors
shall be of reinforced or precast concrete construction, or equivalent capacity commercially
available steel grit interceptor with manufacturer's standard checker-plate cover, and shall be
installed top flush with the floor. Steel grit interceptor shall be installed in accordance with
manufacturer's recommendations and shall be coated to resist corrosion as recommended by
the manufacturer.
10.3.2.4
Floor Sinks. Floor sink(s) shall be provided for ice machines/cold water dispensers. The floor
sink shall be 12 inch nominal overall width or diameter and 10 inch nominal overall depth.
The outlet pipe size shall be the same size as the connecting pipe, provide floor sinks with
grates.
10.3.2.5
Traps. Traps for lavatories and sinks shall be chromium-plated, adjustable-bent tube, 20gauge brass, or plastic (ABS) if not exposed. Traps shall be insulated per ABA requirements.
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10.3.2.6
Stops. Stops will be provided on water supply lines to all plumbing fixtures. Stops shall be
two-piece with no thin-wall plastic tubing. Connections shall be positive and capable of
withstanding fluctuations in water pressure without disconnecting.
10.3.2.7
Cleanouts. Interior cover plates for cleanout plugs shall be brass or stainless steel. Floor
cleanouts shall not be allowed in admin areas, corridors, break rooms, and other similar type
rooms, especially for any room that has carpeting, wood floors, vinyl coverings, etc.
Cleanouts shall be the same size as the pipe. Provide an approved two-way cleanout
immediately outside of the facility at the lower end of the building drain.
10.3.2.8
Waste Connections, Appliances. Provide waste connections for all required appliances.
10.3.2.9
Condensate Drain Piping and Insulation. Condensate drains from HVAC equipment shall
meet the requirements set forth in the International Plumbing Code. All drain piping shall be
copper. The piping shall include a trap of sufficient depth to overcome static pressure of the
unit. All piping, except in the mechanical room, and shall be insulated with 1-inch thick
mineral fiber or 1-1/2 inch thick cellular glass. Piping shall be extended to the floor drain or
floor sink. If condensate drains in occupied rooms cannot be located in an aesthetically ideal
location, provide condensate pumps to drain condensate elsewhere.
10.3.3
Plumbing Fixtures. The building shall be provided with sanitary facilities, including
provisions for the physically handicapped. The type and quantity of fixtures required shall be
based on the architectural narrative, Room Criteria Sheets and those listed below. Fixtures
located in the sanitary facilities shall adhere to the requirements indicated in UFGS 22 00 00 PLUMBING, GENERAL PURPOSE. Low water consumption fixtures shall be utilized unless
otherwise indicated. Fixtures shall have both automatic infrared flush control and manual
flush control.
10.3.3.1
Water Closets. ASME A112.19.2, white vitreous china, siphon jet. Provide ASME A112.19.5
trim. Provide electronic dual flush valve, with 1.0 gallon per flush for liquid waste and 1.6
gallon per flush for solid waste. Electronic flush control shall conform to UL 1951 and ASSE
1037. Water closet shall be floor mounted type with elongated bowl design.
10.3.3.2
Water Closets (Handicapped). Top of bowl shall be 18 inches above the floor. (All other
features shall be the same as indicated in 10.3.3.1).
10.3.3.3
Urinals.
10.3.3.3.1 Water Urinals. ASME A112.19.2, white vitreous china, wall mounted, wall outlet, siphon jet,
integral trap, extended side shields. Provide large diaphragm flush valve of chrome plated
cast brass conforming to ASTM B 584, including vacuum breaker and angle (control-stop)
valve. Provide ASME A112.19.5 trim and ASME 112.6.1M concealed chair carriers. Provide
electronic flush valve, with 0.5 gallon per flush, conforming to UL 1951 and ASSE 1037.
Handicapped fixture mounting height and appurtenances shall be in accordance with ABA.
10.3.3.3.2 Non-Water Use Urinals. ASME A112.19.2, white vitreous china, wall-mounted, wall outlet,
non-water using, integral drain line connection. The trap design shall comply with the IPC.
Sealed replaceable cartridge or integral liquid seal trap shall use a biodegradable liquid to
provide the seal and maintain a sanitary and odor-free environment. Install with urinal rim 24
inches above the floor. Urinals installed in compliance with ABA requirements shall be
mounted with the rim 17 inches above the floor. Provide ASME A112.6.1M concealed chair
carriers. Installation, maintenance and testing shell be in accordance with the manufacturer’s
recommendations. Slope the sanitary sewer branch line for non-water use urinals a minimum
of 0.25 inch per foot. Drain lines that connect to the urinal outlet shall not be made of copper
tube or pipe. For urinals that use a replaceable cartridge, provide four additional cartridges
for each urinal installed along with any tools needed to remove/install the cartridge. Provide
an additional quart of biodegradable liquid for each urinal installed. Manufacturer shall
provide an operating manual and on-site training for the proper care and maintenance of the
urinal.
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10.3.3.4
Service (Mop) Sinks. Precast terrazzo, floor mounted mop sink, 36 inches x 36 inches x 12
inches shall be made of marble chips cast in white Portland cement to a compressive
strength of not less than 3625 psi 7 days after casting. Provide brass body drains with nickel
bronze strainers cast integral with terrazzo. Provide stainless steel rim guard for mop sink.
Provide chrome-plated exposed hot and cold water faucets ASME A112.18.1 wall-mounted
copper alloy faucets swing spout with 3/4 inch hose connection, vacuum breaker, and pail
hook. Provide mop hanger on wall above sink suitable for four mops.
10.3.3.5
Lavatories.
10.3.3.5.1 Countertop Lavatories. Unless integral bowl is indicated elsewhere, lavatories shall be
white, ASME A112.19.2 vitreous china lavatories with minimum dimensions of 20 inches x 18
inches front to rear, and self-rimming type. Provide electronic control faucets with maximum
0.5 gallons per minute flow rate. Provide with aerator, adjustable p-traps, and perforated grid
strainers.
10.3.3.5.2 Wall-Mounted Lavatories. ASME A112.19.1, white enameled cast-iron or ASME A112.10.2
white vitreous china with ASME A112.6.1M concealed arm carrier support, with minimum
dimensions of 20 inches wide x 18 inches front to rear. Provide electronic control faucets with
maximum 0.5 gallons per minute flow rate. Provide with aerator, adjustable p-traps, and
perforated grid strainers.
10.3.3.5.3 Handicapped Lavatories. Same as paragraphs 10.3.3.5.1 or 10.3.3.5.2, except height and
appurtenances shall be in accordance with ABA.
10.3.3.6
Electric Water Coolers (EWC's). Bi-level, ABA compliant drinking fountain or two separate
drinking fountains (handicapped and non-handicapped). Provide EWC unit with integral water
bottle refilling faucet per Engineering Construction Bulletin 2013-3. Exposed surfaces shall be
stainless steel. EWC’s shall use one of the halogenated hydrocarbons refrigerant with an
ozone depletion potential of less than or equal to 0.05. Provide replaceable carbon filter on
each cooler.
10.3.3.7
Combination Emergency Shower and Eyewash. Provide ISEA Z358.1, column mounted
type on a floor flange. The unit shall be designed so components can be operated individually
from a common fixture supply line. Provide a self-cleaning, non-clogging 10 inch diameter
stainless steel deluge shower head with elbow, full flow stay-open ball valve with pull rod and
8 inch diameter ring or triangular handle and 1 inch interconnecting fittings. Provide a selfcleaning, non-clogging eye and face wash with quick opening, full-flow valves, stainless steel
eye and face wash receptor. Provide pressure compensated tempering valve with leaving
water temperature adjustment throughout the range of 60 to 95 degrees F. Provide
packaged, UL listed, alarm system; including an amber strobe lamp, horn with externally
adjustable loudness and horn silencing switch, mounting hardware, and waterflow switch,
assembled and prewired for waterproof service within NEMA Type 3 or 4 enclosures.
10.3.3.8
Valves. All plumbing fixture valves shall be provided in accordance with the International
Plumbing Code. Valves shall be provided on supplies to equipment and fixtures. Valves 2 1/2
inches and smaller shall be chrome plated bronze with threaded bodies for pipe and soldertype connections for tubing. Valves 3 inches and larger shall have flanged iron bodies and
bronze trim. Pressure ratings shall be based upon the application.
10.3.4
Specialties.
10.3.4.1
Wall Hydrants. Provide along building exterior such that all points along the perimeter can
be reached with a 100 foot long hose. Hydrant shall be non-freeze, cast bronze, with vacuum
breaker, locking shield and tee-handle. Hydrant shall be of sufficient length to extend through
walls and place the valve seat inside the building or in the crawl space.
10.3.4.2
Ice Maker Connection Box. Provide recessed wall box fabricated of hot dip galvanized steel
with epoxy, baked enamel, or powder coated finish. Provide bronze shut-off valve.
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10.3.4.3
Coffee Maker Water Connection. Provide under cabinet coffee maker connection at coffee
bar and/or Break Room locations. Provide shut-off valve and piping up through grommet
opening at countertop.
10.3.4.4
Water Hammer Arrestors. Provide water hammer arresters where water hammer is likely to
occur to minimize water system noise. PDI WH 201, water hammer arrestors in lieu of air
chambers.
10.3.4.5
Meter/Regulator/Seismic Valve/Emergency Gas Connection. A gas meter and pressure
regulator shall be provided. The gas meter shall have a maximum pressure drop across the
meter of 2 inch W.C. and shall be in accordance with UFGS Gas Distribution System. The
gas pressure regulator shall be sized to reduce the gas pressure from that in the service line
to 0.5 psig. Regulator shall have automatic high-pressure cut-off; manual reset low-pressure
cutoff, the orifice size, the spring range and the date of manufacture stamped on outer
casing. Provide a seismic shut-off valve, and a locking capped emergency gas connection
with shut-off valve. See Section 10.2.15.6 for additional meter requirements.
10.3.4.6
Gas Risers. Gas risers outside of the building shall be anodeless type per AGA-01 and have
a full coating protection using coal tar epoxy and wrapped up to 6" above grade.
10.3.4.6.1 Attach tracer wire to identification tag to pipe above the shut-off valve. Provide a dielectric
union between building shut-off valve and building piping. Building service regulator shall not
be installed near any air intakes. The regulator shall include the following features: internal
high pressure relief, manual reset low pressure cutoff, and shall have the orifice size, spring
range, and date of manufacture stamped on the outer casing. Provide plug cocks on the inlet
and outlet of the regulator/meter assembly with provisions to remove the meter for service
with minimum downtime. Buried pipe under the building is not permitted. Provide dirt leg,
unions, reducers, and isolation valves as needed.
10.3.4.7
Underground Piping to Building. Unless stated otherwise in Civil Narrative, all underground
gas piping to the building shall be P.E. (polyethylene), rated for the operating pressure. All
joints shall be butt-fusion only (no socket fusion joints and no mechanical joints).
Underground gas valves shall not be metallic unless cathodic protection is provided. Tracer
wire shall be either #12 or #14 insulated (tracer tape – including stretch kind not permitted
due to breaks during construction).
10.3.4.8
Gas Connections to Equipment. Provide dirt legs, isolation valves, unions, flex
connections, gas pressure regulator, and automatic control valve to all equipment being feed
by gas.
10.4
FIRE PROTECTION
10.4.1
Fire Suppression: The entire facility shall be fully protected by an automatic sprinkler
system that is designed and installed in accordance with the requirements of UFC 3-600-01
26 September 2006 Change 3, 1 March 2013 Design: Fire Protection Engineering for
Facilities with the exceptions noted below. The use of Unified Facilities Guide Specifications
(UFGS) is mandatory.
10.4.1.1
General Occupancy Classification: The Admin, Conference, Break, Corridors, Restrooms
Janitor’s Closets, Communication, Mechanical, Electrical Rooms, contain multiple occupancy
classifications as stipulated per
the Unified Facilities Criteria (UFC) Fire Protection
Engineering for Facilities UFC 3-600-01 26 September 2006 Change 3, 1 March 2013. Pipe
shall be steel pipe schedule 40. Steel pipe shall be black and shall conform to applicable
provisions of ASTM A 795/A 795M, ASTM A 53/A 53M , or ASTM A 135/A 135M. No other
scheduled pipe will be allowed forthe fire-suppression system.
10.4.1.2
Bays Occupancy Classification: The Bays shall be completely protected by Early
Suppression Fast-Response (ESFR) automatic sprinkler protection. Design procedures shall
be as directed in NFPA 13 2013. Sprinkler protection must be based on Class IV
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commodities, ENCAPSULATED, 4-FT AISLES, as defined by NFPA 13, unless a more
severe class of storage is anticipated, and must be based on the maximum potential height of
storage. Pipe shall be steel pipe schedule 40. Steel pipe shall be black and shall conform to
applicable provisions of ASTM A 795/A 795M, ASTM A 53/A 53M , or ASTM A 135/A 135M.
No other scheduled pipe will be allowed for the fire-suppression system. Sprinkler protection
must include wet pipe coverage loading docks.
10.4.1.3
Water Source: Water shall be supplied to each riser by a new 12-inch fire service lateral.
10.4.1.4
Fire Riser and Fire Department Connections:
Fire Riser and Fire Department
Connections shall be located in an separate exterior room heated room to 40 deg F.
Minimum sizes for the warehouse wet risers shall be 8-inch. Control valves shall be
supervised with tamper switches connected to the fire alarm control panel.
10.4.1.5
Available water system flow and pressure: Hydraulic design shall be based on 170 psi
static at 2,500 gpm @ 125 psi at point of connection of the 12-inch fire service main.
10.4.1.6
Number of fires per event: Assume one system will operate at any one time.
10.4.1.7
Sprinkler Head Placement: Sprinkler head placement shall be coordinated with building
structural, light fixtures, HVAC equipment. Sprinkler heads shall be located away from all
closets, shelving and equipment access panels. All pendant heads shall be in center of
ceiling tiles if possible.
10.4.1.8
Sprinkler System: The sprinkler system risers, mains, cross mains and other piping shall
not be installed within electrical rooms, except for branch piping to sprinklers located in these
rooms. Comply with NFPA-13.
10.4.1.9
Steel Columns: The steel columns in the warehouse are to be protected entirely by sidewall
sprinklers per the most current UFC 3-600-01 & NFPA.
10.4.2
Designer Qualifications: All hydraulic calculations and drawings showing the layout of
the sprinkler system shall be done by a registered Fire Protection Engineer, or a NICET Level
4 technician who has had at least four (4) years of current experience in the design of fire
protection systems. Written proof of registration and experience shall be submitted to the
Contracting Officer for approval.
10.4.3
Design Specifications: The contractor shall provide all applicable, edited Unified
Facilities Guide Specifications (UFGS) for each of the fire suppression systems described
herein. The following is a listing of the common UFGS guide specifications typically used for
fire protection design, and is not necessarily an all-inclusive list UFGS can be retrieved at
http://ww.wbdg.org/ccb/.
UFGS 21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
10.4.3.1
UFGS Editing Process: Items to be deleted from the specifications shall use the
“”strikethrough” formatting process to delete any portion of the specifications. Additions to
the specifications shall be shown in a color font. Unless noted otherwise, material
specifications, equipment efficiencies, equipment listing (i.e., UL, ANSI, NEMA, etc,), testing
requirements, execution, etc., shall not be changed unless dictated by more stringent
requirements in this RFP, including technical criteria such as codes and government and
industry publications that are referenced in this RFP.
10.4.3.1.1 Design Submission: Complete fire protection system design calculations and drawings
shall be submitted in accordance with requirements indicated in RFP Section 01 10 12
DESIGN AFTER AWARD and the succeeding paragraphs.
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10.4.3.1.2 Submittals: Government approval is required for submittals for the fire protection Shop
Drawings, Calculations and Product Data. Submit to: U.S. Army Corps Of Engineers,
Sacramento District, Attn: Alan Morita, 1325 J Street, Sacramento, CA 95814-2922.
10.4.3.1.3 Design Analysis: Provide a fire protection design analysis, separate from other disciplines,
addressing all fire protection requirements of the project in accordance with UFC 3-600-01.
10.4.3.1.4 Equipment Catalogue Sheets: Provide catalogue cuts of all major components.
10.4.3.1.5 Equipment:
Equipment selection and layout shall comply with the manufacturer’s
recommended clearances and code clearances and code clearances and shall be annotated
on the drawings.
10.4.3.1.6 Training: A training plan shall be submitted. Training shall be provided for the operation,
trouble shooting guidelines, controls, sequence of operation, preventive maintenance
schedules, safety guidelines, etc., for the base maintenance personnel/building occupants,
fire department, etc., training shall be done on-site. The number of personnel to be trained
shall be eight for a duration of 8 hours.
11.
ELECTRICAL DESIGN AND CONSTRUCTION
11.1
General Requirements. A new warehouse facility is being constructed on an existing
site. Project includes demolition work. New facility will require underground power to be
extended to a new service entrance in addition to underground conversions of overhead
utilities. Communications infrastructure will be extended to new Telecommunications Room.
Interior electrical systems such as lighting, power and controls will be required. Fire Alarm
and Mass Notifications systems will be required. Electronic Security System will be required.
Building communications system will be required. Evaluation for lightning protection system
will be required and depending upon results of evaluation a system will be required.
Electrical work is construed to mean work for all electrical systems.
11.2
Codes, Standards, and Design Manuals. Design, furnish, install, and test a complete
exterior electrical system from point of take off at the primary power source and a complete
interior electrical system including complete outside plant and building communications,
lighting and special systems in accordance with these specifications and applicable
requirements of the listed codes, standards, and design manuals. See paragraph 4.13,
Applicable Codes & Design Criteria.
11.3
Coordination. Electrical work including any outage requirements for connections to
existing electrical system shall be coordinated through the Contracting Officer. Contractor
shall coordinate for all electrical systems with a Defense Distribution Depot San Joaquin Site
Master Plan and other contractors working on projects in the vicinity or otherwise that may
have mutual impact. Contractor shall submit to the Contracting Officer a formal outage
request a minimum of 21 days in advance for any power utility outages. All work requiring
power outage shall be accomplished on weekends or other approved times to minimize
operational disturbances.
Contractor shall verify need for vapor barrier and coordinate all underground/above ground
transitions with civil contractors.
11.4
Digging Permits. Digging permits shall be obtained from the Contracting Officer. Dig
Alert and Defense Distribution Depot San Joaquin Site shall be contacted at least two weeks
prior and shall mark location of all utilities prior to digging. Electrical Site Plan(s) shall have
contacts and numbers for utility locating services.
11.5
Demolition. Demolition is construed to mean removed or salvaged in entirety from
equipment to equipment including equipment and equipment pad if equipment is no longer to
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be used. Spare circuit breakers may be left for future use and accounted for in load
calculations. Abandon in place is not allowed.
Existing site location for this project is developed. Within the scope of this project buildings
and infrastructure are slated for demolition. Existing electrical systems to the nondemolished portion of Defense Distribution Depot San Joaquin Site shall be protected in
place. For those electrical and communication systems that require relocation, contractor
shall have new electrical systems in place prior to demolition activities to assure minimum
downtime and shall schedule cutover to new systems through the Contracting Officer.
11.6
Miscellaneous Requirements. Contractor shall exercise all work in accordance with
2012 NFPA70e and NFPA70b. Contractor is responsible for obtaining proper energized work
permits and adherence to Defense Distribution Depot San Joaquin Site workplace safety and
construction requirements. Contractor shall perform all work including good workmanship in
accordance with latest National Electrical Contractors Association (NECA) standards. Final
installation shall be in a neat workmanlike manner.
11.7
Studies and Calculations. Provide design studies and calculations for all electrical
systems as applicable in accordance with Engineering Practice, Codes, Standards and
Design Manuals. Design studies and calculations to be provided by Contractor shall include
the following at a minimum:
11.7.1
Load calculations and electrical load summary: Include connected loads, demand
loads, and diversity factors for each panel board and switchboard. Include 20% spare
capacity when sizing feeders, circuits, switchboard(s), and panel boards. Provide assumed
ambient temperature and conduit fill and derate conductors accordingly. Size conductors a
minimum of 1.25% of 100% over current protection device rating.
11.7.2
Short circuit calculations and protective coordination study: Include load flow
analysis, a fault current analysis, and protective device coordination study. For purposes of
design, the Contractor shall obtain actual fault current magnitude from Base Civil Engineering
and\or Electric Shop. Actual primary available fault current shall be the basis for the final
system design. Analysis shall be prepared for the entire electrical system to demonstrate
that the proposed equipment meets the calculated values, coordination, and protection. All
equipment protective devices shall be properly coordinated to provide selective tripping.
Series rated protective equipment and/or devices will not be allowed. Surge protection shall
be incorporated in the coordination analysis. The studies shall be performed by a registered
professional engineer with demonstrated experience in electrical systems design for a
minimum of three years. After contract award, the Contractor shall contact the Contracting
Officer to obtain the information (i.e. site one- line diagrams) necessary to perform a
coordination/study.
11.7.3
Voltage drop calculations: Calculations shall demonstrate the worst-case voltage drop
for feeders and branch circuits indicated on the one-line diagram and panel schedules. The
maximum voltage drop shall be no greater than 2% for feeders and 3% for branch circuits.
11.7.4
Arc flash analysis: Include all electrical systems per requirements set forth in the current
version of National Fire Protection Association (NFPA) 70E – “Standards for Electrical Safety
in the Workplace”. The calculations shall be performed according to the Institute of Electrical
and Electronics Engineers (IEEE) Standard 1584, the IEEE Guide for Performing Arc-Flash
Calculations. The flash protection boundary and the incident energy shall be calculated at
switchboards, motor-control-centers, panel boards, etc. where work could be performed on
energized parts. Equipment shall be labeled per UFC 3-501-01, Figure 2-1. Arc flash hazard
analysis shall be performed in conjunction with as-builting and initial start up to assure
accurate data is used. Actual calculated fault current shall be used as basis.
11.7.5
Harmonic Study: Provide a harmonic study to determine if any specialized harmonic
reduction equipment is required, such as line reactors, filters, or isolation transformers, for
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devices such as variable frequency drivers and/or communication equipment.
content of the facility shall be compliant with IEEE519.
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11.7.6
Lighting calculations for all exterior and interior spaces shall utilize computational
software to provide “point-by-point” values for each area and/or room. Exterior lighting
calculations shall include iso-footcandle curves for all parking lot and sidewalk areas.
11.8
Drawings and Documents. Provide all drawings and documentation required to install,
operate, and maintain the building’s electrical systems. Including but not limited to the
following:
a. Drawing Index: Provide and keep current throughout the life of the project a drawing list
with current revision number for each drawing.
b. Power, Lighting, Fire Alarm and Special Systems Plan Drawings: Provide plan drawings
showing all lighting, exit signs, emergency lighting, convenience outlets, specialty outlets, and
power to all building service and mechanical equipment. Provide plan drawings showing all
voice/data jacks, wifi portals, television jacks, electronic security system components, racks
and cabinet locations. The plan sheets shall show circuits and luminaire and device type for
all lighting and devices. Room numbers shall be clearly indicated on the power and lighting
plans.
c. Power One-Line (drawings): Provide a power one-line showing the distribution of power
as a single line representation including feeder cables, switchboards with protective devices
and rating, transformers, panel boards, inverters, and motor control systems.
d. Grounding drawings: Provide grounding drawings detailing all ground rod placements,
ties to building steel, major electrical equipment, communications ground bar and exterior
process equipment and storage tanks. Include installation details of components,
connections, and test grounding stations. Plans shall also indicate the coordination and tie
points for the down conductors of the lightning protection system.
e. Power and Lighting Panel schedules: Provide power and lighting panel schedules for
lighting and instrument power panels. Panel schedules shall show in tabular and schematic
format the electrical connections in the distribution boards.
f. Installation details and schematics: Provide details and schematics as required to clearly
identify installation conditions and/or special building systems. Schematics and schematic
wiring diagrams shall have sufficient detail to identify component labeling on backplane(s)
and within panels and shall include Bill of Materials for each panel.
g. Electrical site plan, riser diagrams: Electrical site plan shall identify overhead and
underground power and communication systems in project area, new installation, extension
of existing installation, existing and demolition of existing installations. Riser diagrams shall
be included for Fire Alarm, Electronic Security and Communications Systems.
h. Operation and Maintenance Manuals and Training Manuals.
Scale of plans shall be standard. Minimum text font shall be 1/8”. Plans should have
sufficient detail for troubleshooting, clearly identify all components and labeling convention.
Plans shall be of sufficient detail and scale to identify clear working space about electrical
equipment. Manuals shall be indexed.
11.9
LEED Certification. Project will be certified to the “Certified” level.
11.10
UL Label. All electrical material and equipment shall be Underwriters Laboratories, Inc.
(UL) listed, or if not available as UL labeled, be labeled by a similar organization acceptable
to the Government. The label or listing will be accepted as evidence that the materials or
equipment conform to the applicable standards of that agency.
11.11
PCB Standards. Electrical equipment supplied, shall be supplied without Polychlorinated
Biphenyl (PCB)'s.
11.12
New Equipment. All electrical equipment/materials provided by Contractor shall be brand
new.
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11.13
Warning Signs and Safety Labels. Provide and install all warning signs and safety
labels required for the installation, operation, and maintenance of the building’s electrical
systems including the following:
a.
b.
c.
d.
General use safety labels.
Arc flash warning labels shall be generic as per Figure 2-1 in UFC 3-501-01.
Short circuit rating and load information labels on panels.
Warning signs for high voltage equipment. Shock hazard.
Safety labels and warning signs shall be readable from each accessible side. Space the
signs in accordance with NFPA 70E.
11.14
Grounded Conductor (Neutral). Shared neutrals are not allowed. Each single phase
circuit shall have a dedicated neutral conductor.
11.15
Nameplates and Identification Tags. Provide and install nameplates and identification
tags for components as previously described and as follows:
a. Panel Nameplates: Switchboards, panel boards, equipment enclosure(s), panel numbers,
motor control centers, disconnects, motors, electrical devices, motor controller, relay, switch,
transformer, fuse, circuit breaker, and controls – All electrical equipment, devices, and
controls shall be clearly identified and tagged.
b. Laminated plastic nameplates: Provide melamine plastic nameplates, 0.125 inch thick,
white with black center core. Surface shall be matte finish. Corners shall be square.
Accurately align lettering and engrave into the core. Minimum size of nameplates shall be 1inch by 2-1/2 inches. Lettering shall be a minimum of 0.25 inch high normal block style.
c. Cable and Wire Numbers: Provide cable labels on all cables (both ends) and wire names
on all wires at their termination points.
Labeling convention shall be source
equipment/circuit-load equipment. Each cable and wire shall have unique identifier.
d. Motor Numbers: Tag motors with motor numbers on permanently attached tags. Motor
number shall be as shown on power one line and control schematics. Labeling convention
shall be MTR - #. Number shall correspond to control panel number.
e. Control Stations: Tag all control stations with the control station number, description of
motor, and motor number with a laminated plastic nameplate. Naming convention shall be
MTR CTRL PNL - #. Number shall correspond to motor number.
f. Controls: Tag and identify all controls and control wiring (controls such as HVAC controls
for example). Tag and identification shall agree with the control schematics provided. Wiring
in control panel shall be color coded black for 120VAC power, red for 120VAC switched,
white for 120VAC neutral, green for grounding, violet for +24VDC, blue for switched 24VDC,
brown for 24VDC common. Analog signal conductors shall be black and white. Terminal
blocks shall be labeled with unique identifiers.
11.16
11.16.1
Exterior Electrical.
th
Primary Power. Existing overhead 12.47kV primary power along 5 Street between
Ennis Drive (A Street) and B Street was partially demolished from pole 5/7 to approximately
5/2A under the PSC project. A riser was installed at existing pole 5/2 and power was
extended underground to the new PSC service entrance through a new pad mount
transformer. Scope of work for this Warehouse Building 59 project will be to convert
remaining overhead power along 5th Street to underground from Ennis Drive, Pole A10.
Contractor shall install riser assembly on existing pole A-10 with lightning arrestors and
fused switch (cutout). Contractor shall provide new pad mounted switch for primary power to
existing PSC facility and new Warehouse Building 59. Pad mounted switch shall be rated
15kv, 600A continuous and see Attachment Drawing sheet E-601 for sets of disconnects
required. Coordinated with Contracting Officer for power outage to PSC for re-routing of the
service (see keyed note 4 on sheet E-100 of Attachment Drawing). Contractor to set a new
pad mount 12.47kV-480/277VAC transformer for the new Warehouse Building main service.
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The building footprint for the new Warehouse facility will encroach upon existing overhead
utilities located along 7th and 5th Street between Ennis Drive and B Street. Contractor shall
be responsible for converting all utilities (pole mounted transformers, electrical, and
communications) along this 7th and 5th Street corridor to underground and routing outside of
all building footings and foundations.
Contractor shall coordinate for underground
conversions with Base Civil Engineer and Facilities Electrical. Contractor shall coordinate
with J6 for converting existing overhead communications systems to underground. Refer to
Communications. See sheets E-100, E-601 and T-601 in Attachment Drawings.
11.16.2
General Requirements.
11.16.2.1
Routing and Location. The routing of the new underground feeders shall be approved by
and coordinated with the Contracting Officer.
Except for crossings, electrical and
communications utilities shall not be located under streets or sidewalks. Electrical distribution
systems and utilities shall not be located under buildings, footings or foundations.
11.16.2.2
Primary Phase Conductors. The phase conductors (primary cables) shall be single
conductor copper, 15kV, 133 percent insulated, type MV90, with a semi conducting screen,
EPR insulation, and copper tape shield.
11.16.2.3
Cable Ducts. All cable ducts shall be non-metallic PVC (primary, secondary and
communication) that transition from underground to above ground be provided with plastic
coated rigid steel or intermediate steel conduit. Riser conduits from underground to above
the pole be rigid steel conduit. Cable ducts which run under parking lot and street shall be
concrete encased with 3” thick on all sides, except all primary ducts must be concrete
encased. Minimum duct size is 5 inches for primary distribution conduits along main run
between underground structures and 4 inches minimum for primary distribution lateral runs
per requirements of UFC 3-550-01.
Maximum spacing between manholes and\or equipment shall be 500’.
Secondary distribution conduits shall be thin wall concrete encased under paved areas.
Provide larger and/or multiple conduits as required for the service. Communications ducts
shall be a minimum of 4 inches with 4-1” innerducts installed in at least one duct. Lighting
ducts shall be minimum size of 1". Provide manholes, handholes and pullboxes as required
per the UFC 3-550-01 and good engineering practice.
11.16.2.4
Burial Depths. Primary power ducts shall be buried in accordance with NFPA70 Figures
310.60. Minimum burial depths for secondary and communication conduits shall be in
accordance with NFPA70 Article 350 and as directed per UFC 3-550-01. Minimal burial
depth of 30” is required for all non-concrete encased ducts.
11.16.2.5
Warning Tape. Warning tapes shall be installed directly above the duct bank, at least 12
inches below finished grade. All warning tape shall be polyethylene plastic tape with tracer
wire, a minimum width of 6 inches, IAW APWA Uniform Color Code, and imprinted with the
words "DANGER- BURIED HIGH VOLTAGE CABLE” for power lines or "WARNING TELECOMMUNICATION CABLE BELOW” for telecommunication lines at not more than 48
inch intervals to permit easy location of the duct line.
11.16.2.6
Spare Conduits. Provide a spare conduit of equivalent size for every 2 filled conduits, with
1/4-inch nylon pull rope, shall be installed in all duct banks. The spare conduit shall include
capped risers into all pad-mounted equipment and to the base of any poles.
11.16.2.7
Pad Mounted Transformers. The building transformer shall be a distribution class, threephase, 12470 volts delta primary, 480/277 volt wye secondary, pad-mounted, non-toxic
biodegradable dielectric Envirotemp FR3 fluid-filled, air-cooled, equipped with loop feed and
on-off radial switch in a manufacturers standard enclosure (see Attachment Drawing sheet
E-601 for configuration). Transformer shall be NEMA TP-1 energy-efficient rated and shall
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meet CSL-3 efficiency standards. Transformer shall have two each 2-1\2% taps above and
below normal to assure voltage regulation within the limits.
The primary cabinet shall be dead front with load-break elbow terminations, 3 phase gang
operated load-break oil-immersed on\off switch and oil-immersed current limiting bayonet
fuses, with external elbow type, primary surge arrestors. Fusing type shall be the Bay-O-Net
with expulsion fuse in combination with back-up Current-Limiting fuse to provide full range
protection. The transformer secondary compartment shall be live front with 4 hole spade
NEMA pattern terminations. The neutral connections shall be solidly grounded. Transformers
shall be furnished with standard accessories including off-load taps, oil fill/sample valves,
temperature and pressure gages, padlock fittings, etc. Transformer windings shall be copper.
Transformers shall be sized to supply no less than the largest total demand load as
determined by the NFPA 70, Article 220, Part B. The calculated maximum demand load shall
not be more than 80 percent of the transformer nameplate capacity. Reference section
11.3.6 for grounding requirements.
11.16.2.8
Equipment Pads. The pads shall extend 6 inches beyond the equipment silhouette or
footprint and shall provide both physical support for the equipment and serve a housekeeping
function. The pads shall have a No. 4/0 bare copper cable counterpoise ground that shall be
buried and shall encircle the pad. Equipment shall be attached as required by UFGS Section
13 48 00 – SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT.
11.16.2.9
Facility Service Entrance. The service entrance conductors shall not be larger than 500
Kcmil. If the ampacity of the total load exceeds the ampacity of a single wire, then parallel
runs of conductors shall be used.
11.16.2.10 Lightning Protection. Provide a complete lightning protection system based on risk analysis
per requirements of UFC 3-501-01 and NFPA 780. In case of conflict between standards
and criterion, the most stringent shall apply. Lightning protection system shall be installed by
a certified lightning protection installer who is listed with the National Recognized Testing
Laboratory (NRTL) and is actively engaged in the installation of UL Master Labeled lightning
protection systems. Or he may be certified by the Lightning Protection Institute (LPI) as a
master installer\Designer and be so listed by the LPI and by UL.
The Installer of the
lightning protection system shall provide a UL Certification stating compliance with AFI 321065 Grounding Systems and a UL Master label.
Certification compliance to UL 96A, shall include but not necessarily limited to, strike
termination devices, conductors, ground terminals, interconnecting conductors, surge
suppression devices, and other connectors and fittings required for a complete and usable
system. Lightning Protection Systems installation shall not void the roof warranty.
11.16.2.11 Grounding and Bonding. Provide grounding and bonding as a complete and integrated
system incorporating the requirements for power system grounding and bonding, short circuit
protection, control system and telecommunications grounding, and lightning protection. The
grounding system shall adhere to the requirements of IEEE Standard 142 and the overall
grounding system shall have a maximum acceptable resistance of 25 ohms or less between
the grounding electrode and ground. All equipment shall be grounded in accordance with
UFC and National Electrical Code (NEC) requirements. Isolated grounds shall be provided
per manufacturers recommendations.
11.16.2.12 Road Crossings. It shall be the responsibility of the Contractor to provide proper
coordination and obtain all necessary permits and approvals prior to installing any road
crossings. Crossings shall be bored and steel sleeved, or depending on the installation, can
be saw-cut. Saw-cut vs. bore shall be approved by and coordinated with the Contracting
Officer. Refer to Civil section.
11.16.2.13 Utility Crossings. Clearances from existing and new utilities (water, gas, sewer, etc.) shall
be as specified in American National Standards Institute (ANSI) C2 and the UFCs.
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11.16.2.14 Underground Splices. Underground connections or splices shall not be permitted. All
primary or secondary conductors shall be terminated in a recognized pull box, junction box or
equipment per NFPA70.
11.16.2.15 Cathodic Protection. Provide cathodic protection for underground metallic piping and
structures based upon results of geotechnical soils analysis and pH of fluid in piping.
11.16.3
Exterior Lighting. Provide an exterior site lighting system for all proposed parking areas,
vehicle movement areas and entrance drives in accordance with the UFC 3-530-01
requirements. Lighting shall be provided over building entrances and walkways only (No
building perimeter lighting).Consult with Physical Security and Safety Specialist for
installation of photocell and motion sensor control on outside building, park lot and street
lighting by submitting 65% and 95% design for approval. Provide separately-controlled task
flood lighting in designated areas. Site lighting and building perimeter lighting shall match
existing fixtures and poles located at newer facilities at Defense Distribution Depot San
Joaquin Site and follow base compatibility guidelines. All exterior lamping shall be LED
unless cost savings can be proved for alternate fixture. All exterior fixtures shall be submitted
to the Contracting Officer for review and approval.
11.16.3.1
Exterior Lighting Levels. Follow UFC and Illuminating Engineering Society (IES) Handbook
recommendations for lighting levels of exterior lighting. Where conflict arises between
documents, the UFC 3-530-01 shall govern for light intensity levels, the IES shall govern for
light power density.
11.16.3.2
Exterior Fixtures. Cutoff fixtures, louvers and/or hoods shall be used to minimize light
trespass. In coastal areas and other locations with significant bird populations, anti-perch
devices on top of lighting fixtures shall be provided.
11.16.3.3
Controls and Wiring. Provide individual photocell control for each fixture with fail on feature.
Provide overall astronomical time clock control for all outdoor lighting.
11.16.4
11.16.5
11.16.6
INTERIOR ELECTRICAL
General. Electrical system is construed to mean power, lighting, control systems, fire
alarm systems, communication systems (including voice/data) and security systems. Design,
furnish, install, and test a complete interior electrical system as witnessed by the contracting
officer. Provide power and controls for all equipment and coordinate installation with the User.
Coordinate with rack arrangement, mechanical equipment, furniture arrangement and other
equipment interfaces prior to rough in. Coordinate lighting design and wifi portal locations
with rack arrangement prior to rough in and perform transceiver survey to avoid dead zone
conflicts. Equipment enclosures shall be minimum NEMA 3R rated.
Service Entrance.
11.16.6.1
Service and Distribution Equipment. Facility service entrance equipment shall consist of a
main switchboard sized per load calculations. The building main service entrance shall be
480/277VAC. 208/120 volts shall be utilized for small mechanical loads and receptacle
power only. Provide additional distribution panels and branch circuit panels as needed for
specific loads. Combined voltage drop on both, feeders and branch circuits, to the furthest
outlet of power, heating, and/or lighting load(s) shall not exceed 5%. All circuit breakers shall
be 100% rated and no more than 80% loaded. The main switchboard shall be equipped with
a manufacturer installed externally mounted surge suppressor with externally visible indicator
lights identifying fault. All buses shall be copper. Provide 20% additional free wall space in all
new electrical rooms. Provide 480/277-208/120VAC dry-type transformers. All panels shall
be located in a dedicated electrical room (panels located in corridors or similar common
spaces are not allowed). Refer to grounding requirements.
11.16.6.2
Power Metering.
demand registers.
Provide electronic programmable watt-hour meter with solid state
Include necessary KYZ initiation hardware for Energy Management and
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Control System and Utility Monitoring . (EMCS coordinated with the Mechanical Direct Digital
Control (DDC)). Locate watt-hour meter integral with main service entrance switchboard.
11.16.7
Dry Type Transformers. Transformers shall be premium efficiency per Department of
Energy 10 CFR Part 430 Energy Conservation CSL-3 standard with 30% better performance
under linear load profile when compared to TP1 standard and shall be per NEMA ST 20 dry
type TP2. Transformers shall have UL recognized 220 degrees C insulation system with
temperature rise not exceeding 80 degrees C under full rated load in maximum ambient of 40
degrees C. Transformer shall be capable of carrying continuously 130% of nameplate kVA
without exceeding insulation rating. Transformers shall be quiet type with maximum sound
level at least 3 decibels less than NEMA standard level for transformer ratings indicated.
Minimum efficiency, based on factory test results, shall not be less than efficiency as defined
by NEMA TP 2 and per CSL-3. Neither the primary nor the secondary temperature shall
exceed 200 degrees C at any point in the coils while carrying their full rating of non sinusoidal
load. Transformers are to be UL listed and labeled for K factor rating in accordance with UL
1561 where feeding loads with harmonic characteristics. Transformers evaluated by the UL
K factor evaluation shall be listed for 80 degrees C average temperature rise only.
Transformers with K factor ratings with temperature rise of 150 degrees C shall not be
acceptable. K factor rated transformers shall have an impedance range of 3-5% and shall
have a minimum reactance of 2% to prevent excessive neutral current when supplying loads
with large amounts of third harmonic.
11.16.8
Panelboards. Distribution and branch circuit panels shall be fully rated for the available
fault current, and furnished with a main circuit breaker (unless fed from an upstream panel
breaker in sight). Provide panels with full-sized, bolt-on, branch breakers, copper bus,
insulated copper neutral bus and bonded equipment grounding bus. Provide a minimum of
20% spare capacity in each panel. Provide 200% rated neutral where feeding large
computer and non linear loads. Panel schedules shall be printed with detailed description of
each load for clear identification/isolation. Dedicated panels for telecommunications/computer
loads shall have a surge suppressor.
11.16.9
Non-Linear Loads. Provide K-factor rated transformers and 200% rated neutral buses in
dedicated computer panels to accommodate non-linear loads. K-4 rated transformers shall be
used to feed between 50% and 90% non-linear load. K-13 rated transformers shall be used to
feed 100% non-linear load.
11.16.10
Grounding Systems. Provide a single grounding system for both the electrical and
telecommunications systems per UFCs and NFPA70.
Provide ground wells for period
inspection of grounding system. Provide Main Grounding Bar in the Telecommunications
Room. Provide Main Grounding Bar in the Electric Room. Provide minimum 10’-0” x ¾”
diameter copper clad steel ground bars as needed to achieve maximum required ohmic
resistance values at pad mount transformer, main service entrance switchboard, secondary
dry type transformers. Provide grounding electrode conductors, main bonding jumper and
equipment grounding conductors as required by NFPA70. Each conduit shall have a
minimum of 1 ground conductor. Raceways, conduits and cable trays shall not be
considered an effective ground.
11.16.11
Load Separation. Provide dedicated 208/120VAC 3phase, 4 wire panel board with 100Amp
main circuit breaker for branch circuits located in Telecommunications Room, building
distribution cabinet and facility distribution cabinet and other sensitive communications
system loads.
Provide separate raceways and separation distances between power, control and
communication wiring (systems). Provide shielded conductors as needed. Lighting and
receptacle loads shall be on separate circuits.
11.16.12
Conduits and Conductors. Interior wiring shall consist of 600-volt insulated single
conductors type THWN, THHN, or THW conforming to UL 83, installed in raceways
consisting of electrical metallic tubing (EMT) (only where concealed in ceilings and walls),
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intermediate metal conduit (IMC) or rigid galvanized steel conduit (RGS). Flexible metallic
conduit shall be provided to vibrating equipment where required. Use of Metal Clad (MC),
Armored Cable (AC), Non-Metallic Sheathed Cables (NMC), and Electrical Non-Metallic
Tubing (ENT) are prohibited. All conductors shall be copper. Insulation type shall be suitable
for the application and plenum rated as required. The minimum branch-circuit conductor size
shall be No. 12 American Wire Gauge (AWG). Number of current-carrying conductors per
conduit shall be 6 maximum. Class 1 remote control and signal circuit conductors shall be
not less than No. 14 AWG. Class 2 remote control and signal circuit conductors shall be not
less than No. 16 AWG. Class 3 low-energy, circuit conductors shall be not less than No. 22
AWG.
Routing of raceways and cables shall be parallel or perpendicular to walls and ceilings. Firestop any cable or raceway penetrations through rated wall assemblies to maintain fire
resistance ratings. Provide labels identifying the manufacturer of the fire-stopping system
and date of installation next to each location. Raceways shall not be installed under the firepits of boilers, steam pipes and hot-water pipes. Raceways shall be concealed within finished
walls, suspended ceilings, and floors. Raceways crossing structural expansion joints or
seismic joints or wall foundations shall be provided with suitable expansion fittings on both
sides or other suitable means to compensate for the building expansion and contraction. The
minimum conduit size shall be ¾” above ground and 1” below ground and ½” for flexible
conduit above ground . All wiring including controls shall be in conduit with the exception of
telecommunication, which may utilize cable trays.
The minimum conduit size for telecommunications cabling systems shall be 1-inch. All
wiring and conduit shall be concealed except in mechanical rooms, electrical/communication
utility rooms, apparatus bays, and apparatus bay support and supply areas.
11.16.13
Wiring Temperature Rating. Utilize the ampacity limit listed for 75 degrees C wire in
allowable ampacity table 310-15(B)(16) of NFPA 70 for calculations. All wiring for lighting
fixtures shall be 90 degrees C rated.
11.16.14
Conduit Stub-Ups. Where conduits are to be stubbed up through concrete floors, a short
sweep shall be installed below grade to transition from the horizontal run of conduit to a
vertical run. A conduit coupling fitting, threaded on the inside shall be installed, to allow
terminating the conduit flush with the finished floor. Flexible conduit may be used 6 inches
above the floor. Empty or spare conduit stub-ups shall be plugged flush with the finished floor
with a threaded, recessed plug.
11.16.15
Conduits Below Slab-On-Grade or in the Ground. Electrical wiring below slab-on-grade or
in the ground shall be protected by a conduit system. Conduit passing vertically through
slabs-on-grade shall be PVC or RGS. Conduits installed below slab-on-grade or in the earth
shall be PVC or RGS. At changes in direction provide RGS elbows. RGS shall be ½
wrapped with 10mil tape. Horizontal installation of conduits in slabs is not allowed.
11.16.16
Conduit Supports. Conduits shall be securely and rigidly fastened in place at intervals of not
more than 9 feet and within 3 feet of boxes, cabinets, and fittings. Loads and supports shall
be coordinated with supporting structure to prevent damage or deformation to the structure.
Loads shall not be applied to joist bridging. Attachment shall be by wood screw-type nails to
wood; by toggle bolts on hollow masonry units; by expansion bolts on concrete or brick; by
machine screws, welded threaded studs, heat-treated or spring-steel-tension clamps on steel
work. Nail-type nylon anchors or threaded studs driven in by a powder charge and provided
with lock washers and nuts may be used in lieu of expansion bolts or machine screws.
Raceways or pipe straps shall not be welded to steel structures. Cutting the main reinforcing
bars in reinforced concrete beams or joists shall be avoided when drilling holes for support
anchors. Holes drilled for support anchors, but not used, shall be filled. In partitions of light
steel construction, sheet-metal screws may be used. Raceways shall not be supported using
wire or nylon ties. Raceways shall be independently supported from the structure. Upper
raceways shall not be used as a means of support for lower raceways. Supporting means will
not be shared between electrical raceways and ceiling grids. Conduits shall be fastened to
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sheet-metal boxes and cabinets with two locknuts where required by NFPA 70, where
insulating bushings are used, and where bushings cannot be brought into firm contact with
the box.
11.16.17
Motors. Motors above 1/2 horsepower shall be 460V, three-phase. 1/2 horsepower and
smaller motors may be rated at 115 volts single phase. Provide protection against single
phasing for all three phase motors. All motors shall be premium efficiency type.
11.16.18
Motor Control. Each motor or group of motors requiring a single control and not controlled
from a motor-control center shall be provided with a suitable controller and devices that will
perform the functions as specified for the respective motors. Each motor of 1/8 hp or larger
shall be provided with thermal-overload protection. Polyphase motors shall have overload
protection in each ungrounded conductor. The overload-protection device shall be provided
either integral with the motor or controller, or shall be mounted in a separate enclosure.
Unless otherwise specified, the protective device shall be of the manually reset type. Single
or double pole tumbler switches specifically designed for alternating-current operation only
may be used as manual controllers for single-phase motors having a current rating not in
excess of 80 percent of the switch rating. Automatic control devices such as thermostats,
float or pressure switches may control the starting and stopping of motors directly, provided
the devices used are designed for that purpose and have an adequate horsepower rating.
When the automatic-control device does not have such a rating, a magnetic starter shall be
used, with the automatic-control device actuating the pilot-control circuit. When combination
manual and automatic control is specified and the automatic-control device operates the
motor directly, a double-throw, three position tumbler or rotary switch shall be provided for the
manual control; when the automatic-control device actuates the pilot control circuit of the
magnetic starter, the latter shall be provided with a three-position selector switch marked
MANUAL-OFF-AUTOMATIC. Connections to the selector switch shall be such that only the
normal automatic regulatory control devices will be bypassed when the switch is in the
Manual position; all safety control devices, such as low- or high-pressure cutouts, hightemperature cutouts, and motor-overload protective devices, shall be connected in the motorcontrol circuit in both the Manual and the Automatic positions of the selector switch. Control
circuit connections to any MANUAL-OFF-AUTOMATIC switch or to more than one automatic
regulatory control device shall be made in accordance with wiring diagram approved by the
Contracting Officer. All controls shall be 120 volts or less.
11.16.19
Branch Circuits, Receptacles and Outlets. All general receptacle and lighting circuits shall
be 20-ampere circuits, minimum, fed by 20-ampere circuit breakers, minimum. Receptacles
on opposite sides of common walls shall be horizontally offset. Minimum receptacle rating
shall be NEMA5-20R. Receptacles shall be provided in accordance with the Room-by-Room
Criteria requirements 01 10 11 with additional receptacles as required by design. Select color
and wall plate to coordinate with room finishes. Provide receptacles to serve user equipment,
such as televisions, printers, copiers, fax machines etc. All receptacles shall have a label on
device plate with circuit and panel. No more than 6 receptacles shall be on a single 20A
circuit for high density computer workstation loads. No more than 8 general receptacles shall
be on a single 20A receptacle. Coordinate receptacle locations with rack, furniture and
equipment locations prior to rough in to avoid conflicts.
Provide 2 dedicated NEMA5-20R duplex outlets for each workstation. Provide 1 dedicated
NEMA5-20R duplex receptacle in each field distribution cabinet and at each wireless access
point. Provide 1 dedicated NEMA5-20R duplex receptacle on each side of each cargo door.
11.16.20
Ground Fault Current Interrupting (GFCI) Receptacles. GFCI receptacles shall be
provided as required by the NFPA 70, and within 6' of each sink or wet basin. Provide at least
one GFCI receptacle in each restroom, janitor's closet, and exterior near entrances.
Restrooms shall have a ground-fault receptacle located adjacent to each pair of sink basins.
Provide GFCI receptacles in mechanical equipment yard and within 20 feet of mechanical
equipment with in-use weatherproof covers.
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11.16.21
Telecommunication Room Receptacles. Provide 120 volt, 20-amp duplex convenience
receptacles in each telecommunications room at a minimum of 6 ft intervals around the
perimeter walls. Provide a dedicated 20-amp circuit and a quadraplex receptacle for each
rack or cabinet. Label each outlet with its respective circuit breaker number.
11.16.22
Exterior Receptacles. Provide exterior duplex receptacles at 100-foot maximum intervals
along the building perimeter. Receptacles shall be GFI type with “in-use”, weatherproof cover.
11.16.23
Restrooms. Provide power as required to infrared sensor controlled plumbing fixtures (toilets,
urinals, and/or sinks). Coordinate with mechanical/plumbing for exact requirements.
11.16.24
Equipment Power. Provide hard-wired dedicated circuits for power equipment and appliances.
11.16.25
Surge Protection. The facility power supply system shall include a complete surge protection
system. The system shall consist of surge protection devices installed in or connected to the Main
electrical service, switchboards, MCCs, Distribution panels per UFC 3-520-01 and to dedicated
telecommunications/computer panels.
11.17
Interior Lighting. Lighting fixtures shall be provided for all rooms, corridors and interior
areas. All lighting fixtures used shall be energy efficient programmable electronic ballast type
with 0-100% dimming capabilities. Bays and strip lighting shall have T5HO fluorescent lamps
with individual factory installed photocell light sensors and occupancy sensors. Use compact
fluorescent lamping where necessary; no incandescent fixtures are allowed. The color
temperature for fluorescent lamps shall be minimum 4100K and have a CRI of 86 or better.
In offices, corridors, common spaces, lobbies and or higher finish areas, utilize architectural
fixtures, such as direct-indirect pendants or volumetric troffers, downlights, track, or accent
scones as appropriate for the space.
11.17.1
Light Fixture Quality. All light fixtures and their components shall be "specificationgrade” or better, painted after fabrication.
11.17.2
Lighting Illumination Levels. Provide detailed lighting calculations with average footcandle levels in every room. The design light level shall be considered to be at a mounting
height equal to the room work plane. The work plane is 30” above finished floor in rooms
where the predominant task takes place at a desk or work surface such as conference table.
The work plane is at floor level in other rooms. Illumination levels shall be in accordance with
IESNA Light Power Density for Space Guidelines.
11.17.3
Fixture Installation. Install fixtures in such a manner that illumination is not obstructed
and is suitable for the finished area. Provide the initial installation of lamps throughout, so
that at the date of formal acceptance of the work, all fixtures and lamps are functional.
Coordinate lighting design with rack and furniture arrangement to provide the most efficient
lighting design with minimal fixtures and controls.
11.17.4
Fixture Selection Considerations. Lighting fixtures shall not be provided with
receptacles. See the Room-by-Room Criteria requirements for additional descriptions.
Provide labeling on each fixture with lamp type, wattage, manufacturers name, mailing
address and phone number for obtaining replacement parts.
11.17.5
Pendant Mounted Fixtures Pendant mounted fixtures shall be mounted such that
bottom of fixture is 8 feet minimum above finished floor. Fixtures shall not be supported from
the underside of the roof deck, but rather beams, joists or other structural supports.
11.17.6
Fluorescent Lamps. The type and length of fluorescent lamps shall be standardized, to
the extent possible, throughout the facility, to reduce the necessity of maintaining a large
stock of replacement lamps for future maintenance. Maximum length shall not exceed 4 feet.
11.17.7
Compact Fluorescent Lamps. Compact fluorescent lamps shall be socketed-type and
shall have a minimum of 10,000 hour lamp life based on minimum 3 hours per start.
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11.17.8
Exit and Emergency Lighting. Provide exit and emergency lighting in accordance with
the requirements of NFPA 101 (Life Safety Code), NFPA 70, in all areas. Provide fluorescent
non powered glow in the dark exit signs. Emergency lighting fixtures shall have provisions
such that they are capable of being shut off during normal power conditions while maintaining
capability of illuminating during loss of power.
11.17.9
Lighting Circuiting Requirements. Lighting circuits shall not be loaded above 12 amps
to allow for future modifications/additions.
11.17.10
Lighting Control. Control switches for general room lighting shall be located at room
entrances. Each room or distinct functional area within each room shall be individually
switched. Each fixture shall have individual factory installed photocell light sensor and
occupancy sensor. Provide three and four way switching for rooms with multiple entrances
and at each end of corridor segments. Where dimming switches are used, switches shall be
coordinated with ballast for compatibility. Occupancy sensors are required in all areas,
except mechanical and electrical rooms.
11.18
Seismic Considerations. Provide seismic bracing or restraints for electrical equipment in
accordance with the requirements of this RFP and TI 809-04, and per Specification Section
26 05 48.00 10, Seismic Protection for Electrical Equipment.
11.19
Device Body and Cover plate Colors and Labeling. Device bodies and cover plates for
wall switches and power and communications outlets shall be a color which harmonizes with
the room in which they are located. All devices shall be the same color, unless otherwise
noted. Label all junction boxes showing all the panel and circuit numbers for conductors
contained in junction box with a printed label.
11.20
Bonding. All metallic conductive parts including steel structures, heating, ventilating, and
air conditioning (HVAC) ducts, process, media delivery systems, utility ducts and electrical
conduits shall be bonded at separation joints throughout the length of the system to assure
grounding continuity and safety of personnel from accidental contact. All external metallic
penetrations such as electrical conduits, ducting and steam lines shall be bonded to the
building grounding system.
11.21
Handicap Provisions. Mounting heights of receptacles, light switches, and pull stations
shall meet requirements of the Accessibility Standard for Department of Defense Facilities
(ABA).
11.22
Uninterruptible Power Supply (UPS). Provide an uninterruptible power supply (UPS)
with maintenance bypass capability to support full operation of the communication equipment
loads for duration of power outage until generator is mobilized.
11.23
Emergency Generator. Provide provisions for emergency generator to back up
telecommunications room and telecommunications equipment. Provisions shall include
automatic transfer switch and concrete pad with quick connect style receptacle.
11.24
Battery Chargers Provide battery charging stations for Raymond Material Movers
Forklifts. Coordinate location of battery charging stations with rack locations and final bay
arrangements prior to rough in. Coordinate power and control requirements with Mechanical
for exhaust ventilation.
12.
12.1
BUILDING SECURITY SYSTEM
General. Electronic Security System (ESS) is construed to mean Access Control and
Intrusion Detection and Closed Circuit Television Monitoring. All security systems shall have
primary monitoring and control from the primary Defense Distribution San Joaquin Site
control room. Secondary monitoring of systems shall be from the local telecommunications
room. All security cabling shall be in conduit. Security system control panels shall be located
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in the telecommunications room. Security system shall be Lenel to match existing system(s)
at Defense Distribution San Joaquin Site. Conduit shall be concealed where possible. Boxes
shall have tamper proof screws.
New equipment shall be as indicated in Table 1:
TABLE 1
Description
Dual Reader Interface Module
Input Control Module
Power Supply with Enclosure
Intelligent Dual Reader Controller
Surface Mount Contact
PIR 360
Long Range PIR
Long Range PIR
Overhead Door Extra Heavy Duty
BMS
REX PIR
PIR 90 degree
Battery Kit
Dual tone 117 DB Emergency Exit
Audible Alarm
Duress Buttons
Battery Kit
Inovonics EchoStream Receiver
Inovonics EchoStream Single Input
Universal Transmitter
Inovonics EchoStream High-Power
Repeater
Inovonics Outdoor Plastic
Enclosure
LED Wall Plate, Red, Green
Door Strike
Card Reader with keypad
Manufacturer
Lenel
Lenel
Lenel
Lenel
GE Security
GE Security
Bosch
Bosch
GE Security
Part_Number
LNL-1320
LNL-1100
LNL-OLS120ACTX
LNL-2220
2707A-L
AP669
DS778
DS720i
2207A-L
Bosch
GE Security
Lenel
ATW
DS150I
6550U
ABT-12
DS406
Ademco
Lenel
Inovonics
Inovonics
269R
ABT-12
Inovonics
EN5040-T
Inovonics
ACC640
Alarm controls
HES
HID
AC-RP9L
HES 5000C
5355AGK09
EN4216MR
EN1210
12.2
Codes, Standards, and Design Manuals. Design, furnish, install, and test a complete
electronic security system in accordance with these specifications and applicable
requirements of the listed codes, standards, and design manuals. See paragraph 4.13,
Applicable Codes & Design Criteria.
12.3
Closed Circuit Television System (CCTV). A closed circuit television system (CCTV)
system is not required.
12.4
Access Control and Intrusion Detection System. Main communications room doors
shall be equipped with card reader keypad, request to egress, electric door strikes,
and balanced magnetic switches. and Door between the admin. and South Storage Bay 3
shall be equipped with radio frequency identification device (RFID), card reader keypad,
request to egress, electric door strikes, and balanced magnetic switches. Each RFID
location shall consist of 1 single gang junction box with duplex CAT6e data circuit. Bid
Option Item 1005: All personnel and cargo doors shall be equipped with conduit and
junction box infrastructure that provides sufficient path for future security system.
Conduit paths shall be installed from main communications room to each personnel
door and cargo door. Future security system will consist of radio frequency
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identification device (RFID), card reader keypad, request to egress, electric door
strikes and balanced magnetic switch. Conduit shall be roughed in at all personnel
doors for electric door strike. Motorized cargo doors shall be fully functional as
installed without card reader keypad and shall be equipped with contact for
interconnect/control by future card reader/keypad. See Sheets E-105 and E-106 on
Attachment Drawings.
13.
13.1
COMMUNICATIONS SYSTEM
General. Communications Systems Engineering and Design shall be performed by a
BICSI Registered Communications Distribution Designer (RCDD). The shop drawings shall
be Stamped and Signed by the “RCDD” certifying compliance with the applicable EIA/TIA
standards. Installation shall be in accordance with Defense Distribution San Joaquin Site J6
requirements. Provide as built plans of the installation in CAD 2012 format. Notify J6
through contracting officer a minimum of 21 days prior to testing for J6 witnessing of all
testing. Provide test and inspection report to J6 upon completion.
Communications cabinets and raceways shall be adequately anchored to withstand seismic
forces at Defense Distribution San Joaquin Site. Refer to structural section.
13.2
Codes, Standards, and Design Manuals. Design, furnish, install, and test a complete
communications system in accordance with these specifications and applicable requirements
of the listed codes, standards, and design manuals. See paragraph 4.13, Applicable Codes &
Design Criteria.
13.3
New Equipment. Communications systems are essential to all aspects of the
organization. Therefore, operation and maintenance of equipment is mission critical to
assure reliable communications systems. The need for 100% compatible components is
dictated by the eminent need for communications systems. New equipment shall match
existing in all salient features and be 100% compatible with existing communications
components (systems) installed at Defense Distribution San Joaquin Site and as required by
J6.
New equipment shall be as indicated in Tables 2 and 3:
TABLE 2
Description
84” x 24” x 32” Cabinet 44U
84” Plexiglas door w/ locking
swing handle
84” Vented Steel Door w/ locking
swing handle
Lockable Cabinet Side Panel
Top Panel w/ Fan Assembly
20A, 125V vertical Power Strip, 520R x 16 Receptacles
Vertical Cable Management 84”x
32”
Cage Nuts M6 Package of 50 w/
screws
Seismic Anchor Kit
Grounding Kit for E Series
Cabinets
19” cable organizer, 2 RMU, 3” x
3” includes cover
Manufacturer
Great Lakes
Great Lakes
Part_Number
P/N 8401E-2432
P/N 8402E-21
Great Lakes
P/N 8404E-24
Great Lakes
Great Lakes
Great Lakes
P/N 8411-32ELL
P/N TPE-24F
P/N 7220s
Great Lakes
P/N VLB8432
Great Lakes
P/N HDW-105-25
Great Lakes
Great Lakes
P/N AK101
P/N GR101
Great Lakes
P/N CM-17
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TABLE 3
Description
Green CAT6 Jack
White CAT6 Jack
Purple CAT6 Jack
4 Port Surface Mount Box
(2.52”x2.22”x1.10”
6 Port White faceplate (windows)
Blank Insert (10 Pack)
1 Rack Unit 24 Port Qickport Flat
Panel Empty
1 RU 24 Port Flat 110 Style Panel
CAT6e
Gigamax CAT6e 110 Style Rack
Mount Wiring Block Kit 100PR,
1RUC + CLIP for ISP
Gigamax CAT6e 100 Style Rack
Mount Wiring Block Kit 300PR,
3RUC – 5 CLIP for OSP
CAT6e Patch Panels 24 Port
CAT 6e Patch Panels 48 Port
1 RU Versi-Duct Horizontal Front
Cable Management
Manufacturer
Leviton
Leviton
Leviton
Leviton
Part_Number
P/N 61110-RV6
P/N 61110-RW6
P/N 61110-RP6
P/N41089-4WP
Leviton
Leviton
Leviton
P/N 42080-6WS
P/N 41083-BWB
P/N 49255 H24
Leviton
P/N 5G596-U24
Leviton
P/N 41DBR-1F4
Leviton
P/N 41DBR-3F5
Leviton
Leviton
Leviton
P/N 69586-U24
P/N 69586-U48
P/N 491RU-HFO
13.4
Exterior:
Infrastructure improvements include new underground communications
manhole(s) and concrete encased ducts. Extend two existing 4 inch conduits from the
existing vault identified as N47 located on A street that currently feeds building T27 in area A
into the North East Entry Point (EP) transitioning into a cable tray system inside the facility.
Install 48 strands of single mode fiber optic cable from the existing vault identified as N48
located on Plant Street splicing into existing splice case and cable identified as F05 1-144SM
and extend it through the vault N47 on A Street to the North East EP and into the
communications room Building Distribution Cabinet (BD). Install four @ 4 inch conduits from
existing vault E28 on B and 5th street and extend them underground into the communications
room on the south west corner of the building. Install 100 pair copper telephone cable from
the existing 110 telephone block located in the building 16 mezzanine and extend it through
the existing tray and conduit system into the vault identified as E30 located on B Street
through vault E28 into warehouse 59 communications room Building Distribution Cabinet.
13.5
Telecommunications Service. The new Warehouse Building 59 must connect to the
Defense Distribution San Joaquin Site telecommunications (voice and data) system through
the outside plant (OSP) telecommunications infrastructure per J6 requirements.
13.6
Building Telecommunication Cabling System (BTCS). The RCDD shall design the
BTCS for this facility. The designed system shall be a Certified Structured Cabling System
with a minimum of 15 years of product, application, and performance assurance warranty
similar to Panduit or Hubbell Certified Warranties. The Building Telecommunication Cabling
System shall consist of, but not limited to, cable, outlets, terminal blocks, backboards and
patch panels for voice and data networks. The Building Telecommunication Cabling System
shall include both copper and fiber optic cables. The outlet at each workstation shall include
connectors for both voice and data terminals. All work area data outlets shall be either 2port, 4-port or 6-port modular type terminated with CAT6e modular jacks to a CAT6 patch
panel located inside the nearest Field Distribution Cabinet. The outlets are identified with the
number of jacks per outlet. The Communications Systems Engineer (CSE) shall insure that
all UTP outlet jacks and terminations are rated at the same category or higher as the
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connected cable. All communications cables shall be routed in cable trays and shall be
plenum rated.
13.7
Telephone and Data System. The system shall be installed in accordance with EIA/TIA
criteria as a complete system, including raceway, conduit cable, connection and termination
devices and equipment racks.
13.8
Building Telecommunications Backbone System. Provide a 25 pair 24AWG copper
UTP and 12 strand single mode optical fiber telecommunications backbone between the
building distribution cabinet located in telecommunications room and each field distribution
cabinet.
The multi-pair copper backbone will be terminated on patch panels for cross connection in
the originating telecommunications space and terminated on rack mounted patch panels at
the destination field distribution cabinets, one pair per port.
All backbone optical fiber cabling will be terminated using SC connectors in rack mounted
enclosures.
Provide transient voltage surge suppression at all entrances to facility and at each field
distribution cabinet.
13.9
Telephone Punch Down Blocks. Provide protected Telephone terminal entrance punch
down blocks shall be provided (refer 75 ABW\SC TAB K, dated 1 Aug 2011).
13.10
Telecommunications Room. This room shall have adequate cooling to maintain an
operating temperature of no more than 68 degrees fahrenheit. Room shall be equipped with
a rapid power kill switch located near egress door and indicated as such. This device will
permit for power shut down for all power to room with the exception of UPS. Emergency shut
down shall be interlocked with fire suppression and alarm system. Provide emergency
lighting and egress sign. Provide dedicated 208/120VAC 3 phase 4 wire power panel. See
interior electrical section. Contractor shall ensure a separate HVAC unit for this room and
shall apply all preventive measures to ensure dirt free and fine grit free communication room.
Room shall have exterior access. Room shall have adequate space to accommodate wallmounted equipment such as fire alarm control panel mass notification control panel, batteries
and radio transceiver, electronic security system head end equipment for facility including
communication modules and public address system while assuring adequate working space
for Communication personnel and equipment.
13.11
Uninterruptible Power Supply (UPS). Contractor shall coordinate with J6 to assure
adequate space is available in racks for J6 provided UPS units. Each field distribution
cabinet shall be equipped with a minimum of 1 1500VA UPS. Building Distribution cabinet
and Telecommunications room will most likely require more than 1 @ 1500VA unit to backup
all equipment. Contractor shall coordinate with J6 for designing and providing adequate UPS
unit for communication room equipment located in this room.
13.12
Connectors and Terminations. Fiber optic cable connectors shall be SC type. UTP
cable terminations to be EIA/TIA-568B.
13.13
Patch Panels. Provide 24 or 48 port rack-mounted for Category 6e and single mode fiber
optic patch panels. Provide quantity as required to terminate all the Category 6e unshielded
twisted pair (UTP) cables and fiber optic strands. Fiber optic cabling and UTP cabling shall
have separate patch panels.
13.14
Cable Tray and Conduit. Provide cable tray in all areas of the building. Cable tray shall
be extended from the building distribution cabinet located in the telecommunications room to
each field distribution cabinet and throughout bays and facility. Cable tray shall be located
above corridor ceilings and above lighting and storage racks throughout bays and shall be
coordinated with mechanical, structural and other building components. Cable tray shall be
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of adequate size to carry the design quantity of cables per manufacturer recommendations
plus 20% spare capacity. Standard cable tray system at Defense Distribution San Joaquin
Site is Cablofil. Contractor shall provide and install a cable tray system to match salient
features and be 100% compatible with existing Defense Distribution San Joaquin Site
standard. Provide a minimum of 1” conduit from cable tray to each work area outlet and
wireless access point (voice/data drop). Conduit concealed in ceiling and walls may be
electric metallic tubing (EMT). Underground conduit shall be pvc schedule 40. Exposed
conduit shall be intermediate metallic conduit (IMC) or rigid galvanized steel (RGS).
13.15
Communications Conduit and Outlet Boxes. All work area outlets will be served with a
minimum 1-inch conduit from the cable tray to the outlet box. All communications conduits
shall comply with NFPA 70 guidelines for bends and fill ratios. Outlet boxes will be 4 11/16”
sq x 2 ½” deep with a single gang reducing ring. Mount outlet boxes at same height as
adjacent power receptacles: 18-inches above finished floor or 6-inches above countertop,
and coordinate with furniture and equipment arrangement. Coordinate with contracting
officer to adjust heights and locations to avoid conflicts and assure adequate accessibility for
usage.
13.16
Wireless Access Points. Each wireless access point duplex data circuit shall be
equipped with a duplex CAT6e data circuit and the CAT6e cable shall be purple in color to
match the existing Tracy Depot Cable Plant specification. No power will be required to power
these as they are (POE) power Over Ethernet capable. Location of wireless access points
shall be based upon radio survey to avoid mutual interference, field conflicts with lighting,
equipment racks and other obstructions.
13.17
Data Racks and Cabinets. Open racks are located in Telecommunications Room only.
Racks shall be 23” 44U contained within a 24” 44U cabinet. Cabinets shall have Plexiglas
door with locking swing twist handles and solid vented door on back. Cabinets shall be
ventilated and equipped with ventilation top mounted fans, filters and vents. Cabinet
ventilation package shall be designed for the maximum number and type of components
contained within the cabinet. Racks located in telecommunications room shall be labeled
“Building Distribution”.
Cabinets located throughout facility shall be labeled “Field
Distribution”. Provide a minimum of two (6) 24 inch x 84 inch floor mounted equipment
cabinets with racks in the telecommunications room. Racks shall be equipped with Category
6e voice and data patch panels and fiber optic patch panels. All Category 6e UTP data
cables and incoming fiber optic cable are to terminate on these devices. Furnish one (1) rack
mounted copper equipment bonding kit, 1U in height, located at the bottom of each rack. All
equipment bonding kits shall be connected to the Telecommunications Main Ground Bar
(TMGB) via a #6 insulated ground conductor. The Telecommunications Main Ground Bar
shall be connected to the facility ground at the main service entrance with a #6 copper
ground wire.
13.18
Work Area Outlets and Jacks. Work area outlets shall be capable of accepting 4 @ 4pair, 24 AWG, Category 6e UTP LAN cables. All work area outlet labeling shall comply with
TIA/EIA 606-A-1 labeling standards.
Each work area outlet that is designated 4 port shall contain 4 green RJ-45 jacks. Each work
area outlet that is designated 6 port shall contain 6 green RJ-45 jacks. Each RF ceiling outlet
shall contain two purple RJ-45 jacks. Each RJ-45 green jack will be terminated with CAT6e
green plenum rated cable back to the CAT6 patch panel located inside the nearest Field
Distribution Cabinet. Each RJ-45 purple jack will be terminated with CAT6e purple plenum
rated cable back to the CAT6 patch panel located in the nearest Field Distribution Cabinet on
a separate patch panel from the green RJ-45 data circuits. Defense Distribution San Joaquin
Site standard is a single double gang junction box with 6 port white faceplate.
13.19
Data Transmission Cable and Color Coding. Building LAN cabling shall be Category
6e UTP green plenum for standard data circuits, purple plenum for the RF data circuits and
white plenum for the telephone/voice data circuits to match jacks.
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Fiber optic cable shall be single mode, solid glass waveguides with a nominal core diameter
of 8.3 microns. The fiber shall have a transmission window centered at 1310 and 1550
nanometer wavelengths. The numerical aperture for each optical fiber shall be a minimum of
0.10. The attenuation for inside cable at 1310 and 1550 nanometers shall be 1.0 dB/km or
less. The attenuation for outside cable at 1310 and 1550 nanometers shall be 0.5 dB/km or
less. The fibers shall be certified to meet ANSI/TIA-455-80C. Fiber optic cable shall be gel
free.
13.20
Data Transmission Tests. The Contractor shall notify the Contracting Officer a minimum
of 21 days before the acceptance tests are to be conducted. The Category 6e data
transmission system shall be tested to confirm that each Category 6e telephone & data cable
& outlet will transmit data at the industry standard rated capacity per TIA/EIA-568-B, using
the basic link test configuration and level 2 accuracy. Contractor shall provide all necessary
test equipment required to properly test the telephone & data cables & outlets.
13.20.1
Copper Cable Entrance & Building Distribution Cable Tests. Cable tests shall be
performed with all cables in place. A Cable Status Certificate form shall be used to document
cable tests. Testing shall be performed in accordance with RUS Bulletin 1753F-201 (PC-4)
Standard for Acceptance Tests and Measurements of Telecommunications Plant and
TIA\EIA-568-B- for attenuation, capacitance, and near-end crosstalk. All defective pairs,
except those noted by the manufacturer in accordance with the applicable cable
specifications, shall be repaired or replaced by the contractor.
13.20.2
Contractor Responsibility.
All communication splicing shall be performed by the
contractor. Contractor is also required to notify Government 45 days in advance of their
need for communications connectivity for EMCS or security. The contractor shall provide a
complete shop drawings set, to include but not limited to the system’s riser diagram,
equipment and device layout, and sequence of operations.
13.21
Cable Television System (CATV). There is no requirement for cable television at this
facility. Any cable television will be provided in future through network z-band.
13.22
Projection Systems. Make provisions for projectors in the locations described in the
Room-By-Room Criteria Requirements. Include raceways and wiring for controls.
13.23
Public Address (PA) System. Provide a Public Address system in a conduit ,
throughout the facility. PA system shall match salient features and be 100% compatible with
GAI-Tronics Audio Messenger System installed at Defense Distribution Depot San Joaquin
Site.
13.24
Telecommunications Grounding. Provide a telecommunications main ground bus
(TMGB) connected to the Earth Electrode System with a #6AWG copper cable for
telecommunications grounding. All telecommunications equipment, racks, cabinets, cable
tray and conduit will be bonded directly to the bus bar using no smaller than #6 AWG
insulated stranded copper conductors with two-hole or non-twisting lugs. Provide the system
in accordance with the ANSI J-STD-607-A Commercial Building Grounding (Earthing) and
Bonding Requirements for Telecommunications and UFC 3-580-01.
13.25
Telecommunications Cable Testing. Perform telecommunications cabling inspection,
verification, and performance tests in accordance with TIA-568-C.1, TIA-568-C.2 and TIA568-C.3 as applicable. Test equipment shall conform to TIA-1152. Perform optical fiber field
inspection tests via attenuation measurements on factory reels and provide results along with
manufacturer certification for factory reel tests. Remove failed cable reels from project site
upon attenuation test failure.
14.
Fire Alarm and Mass Notification System(s). Provide Fire Alarm and Mass Notification
Control Panels, compliant with Defense Distribution Depot San Joaquin Site Design
Standards. Panels shall be located in the communications room. Provide a King Fisher to be
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100% compatible with an existing King Fisher Radio Fire Alarm Monitoring System. The
transceiver shall be located next to FA/MN panels.
Provide a tamper switch on the transmitter housing and Fire Alarm Control Panel, which will
transmit a Tamper Message when the switch is tripped. Provide antenna and lightning
protection as recommended by King Fisher. Transmitter and interface device shall be the
manufacturer’s current commercial product completely assembled, wired, tested at the
factory and delivered ready for installation and operation.
14.1
Fire Alarm System. Provide and place in operating condition a multiplex automatic fire alarm
control panel (FACP) and alarm system that is solid state microprocessor-based,
addressable (point to point) and intelligent, as described herein, and in strict accordance with
the 2010 edition of NFPA 72. Locate the FACP in the communications room. The system
shall include, but not be limited to, a FACP, Radio Transmitter, antenna, power supplies,
initiating devices, notification appliances, conduit, wire, fittings, radio reporting (to fire
department) system, and all accessories required to provide a complete operating system.
The complete Fire Alarm System shall be Class A. Provide a 20% spare capacity for future
modifications.
The FACP shall provide dynamic supervision of system electronics, wiring, smoke detectors,
software, and other detection devices. The FACP shall be capable of measuring and
adjusting the sensitivity of detectors from the FACP. An alphanumeric display shall be
provided to display custom messages and give readings of detector sensitivity, detector by
detector. The FACP shall have the ability to perform multiple operations at the same time.
These operations shall include but not be limited to timed functions and multiple configured
sequences. Provide main fire alarm control panel with the local capacity to accept the total
number of analog/digital inputs and signaling line circuits. Provide additional fire alarm local
processors as required.
The number of signaling line circuits and indicating appliance circuits required for the initiating
and indicating devices shown on the plans shall be determined by the manufacturer's limit of
devices per circuit. The contractor shall not exceed the maximum resistance and capacitance
values specified by the manufacturer for each signaling device circuit or indicating appliance
circuit. Each device on a signaling line circuit shall be checked continuously to include the
following: sensitivity, response, opens, shorts, ground faults, functionality and status.
Transmission of alarm to Central Dispatch shall be by a radio fire alarm transceiver and wall
mounted (near roof line) antenna system. Coordinate side of building to mount antenna with
the Fire Department, for optimum signal reception. There shall be no roof-mounted antennas.
FACP and Transceiver shall be provided with a 24 volt D.C. battery backup & re-charging
system sized to meet system requirements in accordance with NFPA 72. Spare parts shall be
distributor stocked within 90 miles. Provide separate power branch circuits for the fire alarm
control panel and transceiver, including the appropriate conduit, wires, dedicated circuit
breakers, and ground wiring. Label branch circuit at the panelboard as Fire Alarm Control
Panel and Transceiver.
14.2
Initiating and Indicating Circuits. Required detectors shall be installed in accordance
with NFPA 72. Provide supervision of water flow switch(es) to annunciate a general building
Alarm upon a sprinkler system activation. Provide supervised circuits for the tamper switches
of the Post Indicator Valves and OS&Y shut-off valves to annunciate a trouble condition if the
shut-off valves are in the closed position. Provide duct smoke detectors in main return air
ducts and in main supply air ducts of the building HVAC systems, where duct air flows are
above levels stipulated in the NFPA 72 code. Duct smoke detectors shall be addressable and
100% compatible with the main FACP and powered and monitored by the FACP with remote
test stations located 8’ above finished floor. Provide control interlocking circuits via the duct
detectors to shut down the air handler motor starter. Wherever required, HVAC interlocks
shall be provided in fire alarm control panel to shutdown selected ventilation equipment upon
alarm activation. Provide indicating circuits with sufficient number of combination alarm
audible & visual or visual-only indicating appliances within building to notify all occupants
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upon alarm. All interior audio speakers shall conform to the applicable requirements of UL
464 and UL 1480, and shall generate a unique audible sound from other devices provided in
the building and surrounding area.
The fire alarm system shall use the MNS system for notifications. Speaker installation shall
comply with paragraph 4-6 and subparagraphs 4-6.1, 4-6.1.1, 4-6.1.3 and 4-6.2 to provide
acceptable sound quality in large or noisy areas in accordance with Section 4- 6.1.1 of UFC
4-021-01, 9 April 2008, change 1, January 2010. Speakers shall incorporate a high efficiency
speaker for maximum output at minimum power across a frequency range of 400Hz to
4000Hz. Speakers used in exterior locations shall be specifically listed or approved for
outdoor use and be provided with metal housing and protective grills. A weather-proof alarm
speaker shall be located on the wall outside of each sprinkler riser room.
Zone alarm shall indicate appliance circuits separately to aid troubleshooting. Wiring for
signaling line circuits shall be minimum #16 AWG twisted pair with shielded jacket per NFPA
72. Indicating appliance circuits for combination audible speaker & visual strobes or visual
strobes-only notification appliances shall be #14 AWG minimum. Visual strobes shall be ABA
rated, one to three Hertz flash rate, and candela output in conformance with the guidance in
Section 18.5 of NFPA 72. Conduit for all fire alarm system shall be minimum 3/4 inch. All
applicable cables shall be per the transceiver or FACP manufacturer's recommendations. All
conduits in rooms with finished ceilings shall be installed concealed above acoustical ceiling
or in walls. Conduit in areas without finished ceilings may be exposed. Sprinkler water flow
switch alarm and PIV tamper switch shall be required to be distinguished by device type, and
a room number for water flow switch only.
14.3
Remote Annunciator Panel. Provide a remote annunciator panel, collocated with the
MNS local operating console in the front desk or lobby area.
14.4
Fire Alarm Reporting Zones and Zone Schedule. As a minimum, provide separate
dedicated fire alarm zones for: 1 zone for each water flow switch, 1 zone for Post Indicator
Valve (PIV) supervisory switch, 1 zone for OS&Y valves in each riser room, 1 zone for all
duct smoke detectors. Each of the above distinct zones shall be reported to the fire
department. Confirm zone schedule defined herein with the fire department and modify to
comply with fire department directions as necessary.
14.5
Closure of Fire-Rated Openings. Provide interlocks between the FACP and all
penetrations through fire rated spaces to automatically close upon the FACP going into an
ALARM condition.
14.6
Smoke Damper Detectors. Smoke dampers shall close upon activation of detection
device as required by NFPA 72 and as acceptable to the base Fire Marshall.
14.7
Fire Alarm and Detection System Authority Having Jurisdiction. The Authority
Having Jurisdiction (AHJ) for the fire alarm and detection systems for this project is the Defense
Distribution Depot San Joaquin DLA Fire Protection Engineer. The fire alarm system design
drawings and specifications shall be submitted to the Fire Marshall for review and approval.
Submittal shall be through the Contracting Officer. All changes or modifications in this Fire
Alarm and Detection System shall be coordinated through the Contracting officer.
14.8
Fire Alarm System Disconnecting Means. A dedicated circuit shall feed the fire alarm
system shall be provided with a clearly marked circuit breaker.
14.9
Mass Notification System. Mass notification system shall be Federal Signal and shall be
100% compatible with existing Federal Signal Model UVTDH located at Defense Distribution
Depot San Joaquin Site. Mass Notification System shall be integrated with existing base
wide mass notification system through radio frequency. The software version of the existing
Post wide mass notifications system is Federal Signal Commander, version 11.7.8.1. The
entire facility shall receive a mass notification system in accordance with UFC 4-010-01, DoD
Minimum Antiterrorism Standards for Buildings, and UFC 4-021-01, Design O&M: Mass
01 10 10 - 83
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
1876
California
Notification Systems, 9 April 2008 (change 1, January 2010). Co-locate mass notification
system control panel with fire alarm control panel equipment in communication room. Mass
notification system strobes shall be color amber and labeled “ALERT”. Operating mass
notification audible signals shall take precedence over and mute audible signals from the fire
alarm system.
14.10
Minimum Installer Qualifications. Design of fire alarm system shall be done by a
registered fire protection engineer. Installation shall be done by a National Institute for
Certification in Engineering Technologies (NICET) Level 4 Technician, with at least 3 years of
current and applicable experience with oversight by the registered fire protection engineer.
The design drawings must bear the NICET Level 4 Certification and registered seal with
signatures.
14.11
Submittals. Fire alarm system submittals shall include plans, specifications, spare parts
data, and battery, charger and voltage drop calculations for the fire alarm system. Drawings
shall include but not be limited to the system’s riser diagram, device layout and point-to-point
wiring. Submittals shall include detailed test procedures, submitted 60 days prior to
performing system tests. Test reports in booklet form showing all field tests performed to
prove compliance with the specified performance criteria, upon completion and testing of the
installed system, shall be submitted (each test report shall document all readings, test results
and indicate the final position of controls). All submittals shall be signed and stamped by the
qualified fire alarm system installer.
14.12
Testing. The Contractor shall notify the Contracting Officer 30 days before the
preliminary and acceptance tests are to be conducted. The tests shall be performed in
accordance with the approved test procedures in the presence of the Authority Having
Jurisdiction and Contracting Officer. The control panel manufacturer's representative shall be
present to supervise all tests. The Contractor shall furnish all instruments and personnel
required for the tests.
14.13
Preliminary Tests. Upon completion of the installation, the system shall be subjected to
functional and operational performance tests including tests of each installed initiating and
notification appliance. Tests shall include the meggering of all system conductors to
determine that the system is free from grounded, shorted, or open circuits. The megger test
shall be conducted prior to the installation of fire alarm equipment. If deficiencies are found,
corrections shall be made and the system shall be retested to assure that it is functional.
14.14
Acceptance Test. Fire Alarm and Notification shall commence after all the HVAC
Systems are connected and Tested (TAB and Commissioning) and all other systems
connected to the FA/MNS shall be connected and operational before Acceptance Testing;
examples are sprinkler systems flow switches, tamper switches etc. Mass Notification System
testing shall be accordance to UFC 4-021-01. Fire Alarm testing shall be in accordance with
NFPA 72H. The recommended tests in NFPA 72H shall be considered mandatory and shall
verify that all previous deficiencies have been corrected. The fire alarm test shall include the
following:
a. Test of each function of the control panel.
b. Test of each circuit in both trouble and normal modes.
c. Tests of alarm initiating devices and notification appliances in both normal and trouble
conditions.
d. Tests of each control circuit and device.
e. Tests of each alarm notification appliance.
f. Tests of the battery charger and batteries.
g. Complete operational tests under emergency power supply.
h. Visual inspection of all wiring connections.
i. Opening the circuit at each alarm initiating device and notification appliance to test the
wiring supervisory feature.
j. Ground fault
k. Short circuit faults
01 10 10 - 84
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
l. Stray voltage
m. Loop resistance
1876
14.14.1 Intelligibility Tests
Intelligibility testing of the System shall be accomplished in accordance with NFPA 72 for
Voice Evacuation Systems, IEC 60268-16, and ASA S3.2. Following are the specific
requirements for intelligibility tests:
a. Intelligibility Requirements: Verify intelligibility by measurement after installation.
b. Ensure that a CIS value greater than the required minimum value is provided in each
area where building occupants typically could be found. The minimum required value for
CIS is 0.8.
c. Areas of the building provided with hard wall and ceiling surfaces (such as metal or
concrete) that are found to cause excessive sound reflections may be permitted to have a
CIS score less than the minimum required value if approved by the DOD installation, and
if building occupants in these areas can determine that a voice signal is being broadcast
and they must walk no more than 33 feet to find a location with at least the minimum
required CIS value within the same area.
d. Areas of the building where occupants are not expected to be normally present are
permitted to have a CIS score less than the minimum required value if personnel can
determine that a voice signal is being broadcast and they must walk no more than 50 feet
to a location with at least the minimum required CIS value within the same area.
e. Take measurements near the head level applicable for most personnel in the space
under normal conditions (e.g., standing, sitting, sleeping, as appropriate).
f. The distance the occupant must walk to the location meeting the minimum required CIS
value shall be measured on the floor or other walking surface as follows:
(1) Along the centerline of the natural path of travel, starting from any point subject to
occupancy with less than the minimum required CIS value.
(2) Curving around any corners or obstructions, with a 12 inches clearance there from.
(3) Terminating directly below the location where the minimum required CIS value has
been obtained.
Use commercially available test instrumentation to measure intelligibility as specified by ISO
7240-19 and ISO 7240-16 as applicable. Use the mean value of at least three readings to
compute the intelligibility score at each test location.
14.15
Field Training. Provide field training course (minimum 8 hours) in operation and
maintenance of the fire alarm system for base personnel.
15.
ENVIRONMENTAL PROTECTION All work and Contractor operations shall comply with
the requirements imposed by all applicable Federal, State, County, local, and base
regulations and permits concerning environmental protection. Contractor shall pay for and
obtain all Federal, State, County, and local permits required for the successful execution of
the project. Project schedule shall reflect time required to acquire permits prior to work
commencing. Contractor shall coordinate with the Base Environmental Engineer for all
applicable permits. See Attachment 18.
16.
SUSTAINABLE DESIGN AND DEVELOPMENT (SDD). The Contractor is required to
design and construct the project to obtain US Green Building Council (USGBC) certification
at the “Certified” rating level of Leadership in Energy and Environmental Design-New
Construction (LEED®-NC) v3. LEED®-NC is a commercial Green Building Rating Tool
developed by USGBC, http://www.usgbc.org /. Formal LEED certification is managed by the
Green Building Certification Institute (GBCI). More information about their process may be
found at http://www.gbci.org/Homepage.aspx and specification Section 01 33 29 LEED
DOCUMENTATION. See also Attachment 17, the Defense Logistics Agency (DLA)
Sustainability and Energy Efficiency Policy for implementing sustainable design and
development (SDD) concepts in the execution of all DLA MILCON projects.
01 10 10 - 85
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
--- END OF SECTION ---
01 10 10 - 86
Amendment 0002
FY14 General Purpose Warehouse No. 59,
Tracy DDJC, CA
1876
DIVISION 01- GENERAL REQUIREMENTS
SECTION 01 10 11
FUNCTIONAL DESIGN CRITERIA
ROOM BY ROOM REQUIREMENTS
Amendment 0002
FY14 General Purpose Warehouse No. 59,
Tracy DDJC, CA
1876
THIS PAGE INTENTIONALLY LEFT BLANK
Amendment 0002
FY14 General Purpose Warehouse No. 59,
Tracy DDJC, CA
1876
GENERAL:
This section identifies the functional criteria for the new and existing rooms and spaces in conjunction
with the Specific Engineering Section 01 10 10. The Contractor is responsible for coordinating with the
Corps of Engineers and AF to verify that the observations indicated in this document are still valid and
complete at the time that bids are due. The Contractor is responsible for providing a complete design, and
to construct a facility that is ready for operations.
PERFORMANCE BASED CRITERIA:
The information provided in the following room by room criteria sheets identifies the minimum
performance criteria required by the contractor during the performance of this contract and construction of
this project. Reference to specific equipment, materials or patented processes shall be regarded as
establishing a standard of quality only and shall not be construed as limiting competition.
SUSTAINABLE INTERIOR DESIGN:
The selection of interior finishes shall take environmentally sustainable attributes into consideration
(reference http://www.usgbc.org). Consider manufacturers that will contribute to LEED credits necessary
to attain the highest LEED certification level attainable. Refer to Sections 01 10 10 and 01 33 29 for
additional requirements.
FINISH NOTICE:
Finishes shall be durable, suitable for the function and area in which they are used, and aesthetically
pleasing. Reference http://cbbs.spk.usace.army.mil/PDF/nellisdes.pdf for additional criteria related to the
selection of finish materials.
ROOM LAYOUT AND NUMBERS:
The room numbers referred to in this document correlate to the room numbers indicated on Drawing A101 and A-102. See Table of Contents, 005 Attachment Drawings.
01 10 11 - 1
Amendment 0002
FY14 General Purpose Warehouse No. 59,
Tracy DDJC, CA
1876
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01 10 11 - 2
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
101 ADMINISTRATIVE AREA
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Walls
Floor / Base
Ceiling
OPENINGS
Doors
Door Hardware
Windows
SECURITY
Operations
Access Controls
Alarm Assessment
FIRE PROTECTION
System
Alarms
Administration open office area sized for 4 systems furniture workstations
458 SF
4 persons based on cubicle
Adjacent to offices and restrooms
None
PLUMBING
Gypsum wallboard (GWB) , painted
Rubber tile w/ rubber base and recessed foot grill at the entrance.
9 feet. , Acoustical Ceiling Tiles (ACT)
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or Requirements
Yes
Yes
Yes
None
Hollow metal door and frame; insulated
Exit device, hinges, threshold, closer; keypad card reader, electric strike
Tinted windows with blinds; comply with AT/FP if option 1003 is exercised.
HVAC
None
Keypad Card Reader on Exterior Door. Coordinate with Door Strike.
Balanced Magnetic Switch
Wet Pipe
Smoke detector and A/V devices. Pullstation.
ELECTRICAL
Power
Special Power
Lighting
Provide general outlets spaced at no more than 10 feet on center. Coordinate outlet locations with furniture arrangement prior to rough in.
Provide no more than 6 outlets on a single circuit.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces. Account for task lighting and day lighting in lighting design. Provide photocell control in
addition to occupancy sensor control at each fixture.
Alert system
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
Coordinate location of voice (telephone)/data outlets with furniture arrangement
prior to rough in. Provide 1 @ 4 port jack per workstation.
No
No
Yes, Two Way Communication.
Provide 4 @ CAT 6e cables to each 4 port jack from nearest Field Distribution
Cabinet.
No
Yes
No
-Provide one hand sanitizer dispenser at appropriate location and
height on one wall.
-Provide horizontal blinds on all windows.
- Install corner guards at all outside corners.
NOTES:
1.
2.
3.
01 10 11 - 3
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
102 OFFICE
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Private office
90 SF
1
Administration Area
None.
PLUMBING
Walls
Floor / Base
Ceiling
GWB, painted
Carpet tile w/ rubber base
9 feet , ACT
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
Yes
Yes
Yes
None
OPENINGS
Doors
Door Hardware
Windows
Hollow welded frame and solid core wood door
Latchset, hinges, threshold/transition strip
Tinted windows with blinds; comply with AT/FP if option 1003 is exercised.
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
None
None
FIRE PROTECTION
System
Wet sprinkler
Alarms
Smoke detector and A/V devices
Power
Provide general outlets spaced at no more than 10 feet on center. Coordinate outlet
locations with furniture arrangement prior to rough in.
None
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces. Account for task lighting and day lighting in lighting design. Provide photocell control in
addition to occupancy sensor control at each fixture.
Coordinate location of voice (telephone)/data outlets with furniture arrangement prior to rough in. Provide 1 @ 4 port jack per wall.
None
None
Yes. Two way communication.
ELECTRICAL
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
Provide 4 @ CAT 6e cables to each 4 port jack from nearest Field Distribution
Cabinet.
No
Yes
No
-Provide horizontal blinds on all windows.
NOTES:
1.
2.
3.
4.
01 10 11 - 4
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
103 OFFICE
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Private office
90 SF
1 occupant
Administration
None.
PLUMBING
Walls
Floor / Base
Ceiling
GWB, painted
Carpet tile with rubber base
9 feet, ACT
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
Yes
Yes
Yes
None
OPENINGS
Doors
Door Hardware
Windows
Hollow metal welded frames and solid core wood door
Latchset, Hinges, threshold/transition strip
Tinted windows with blinds; comply with AT/FP if option 1003 is exercised.
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
None
None
FIRE PROTECTION
System
Wet Pipe
Alarms
Smoke detector and A/V devices
Power
Provide general outlets spaced at no more than 10 feet on center. Coordinate outlet
locations with furniture arrangement prior to rough in.
None
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces. Account for task lighting and day lighting in lighting design. Provide photocell control in
addition to occupancy sensor control at each fixture.
Coordinate location of voice (telephone)/data outlets with furniture arrangement prior to rough in. Provide 1 @ 4 port jack per wall.
None
None
Yes. Two way communication.
ELECTRICAL
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
Provide 4 @ CAT 6e cables to each 4 port jack from nearest Field Distribution
Cabinet.
No
No
No
-Provide horizontal blinds on all windows.
NOTES:
1.
01 10 11 - 5
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
104 LOCKER ROOM
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Temporary storage of personal items within lockers
11 5 SF
No regular occupants
Restrooms
None
PLUMBING
Walls
Floor / Base
Ceiling
GWB, painted
Non-slip ceramic tile with cove tile base
9 feet, GWB painted
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
Yes
Yes
Yes
None
OPENINGS
Doors
Door Hardware
Windows
HM welded frames and solid core wood doors
Push/Pull plate, hinges, closer, threshold/transition strip
Not recommended
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
None
None
Conduit infrastructure on personnel access door for complete security
system. See 01 10 10.
FIRE PROTECTION
System
Wet Pipe
Alarms
Smoke detector and A/V devices
ELECTRICAL
Power
Special Power
Lighting
Provide 6 gfci rated receptacles. Coordinate receptacle locations with furniture and
locker layout prior to rough in.
Outlet in ceiling for wireless access point.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control at each fixture.
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
None.
None.
Yes, speaker only.
None.
Provide wireless access point in ceiling.
No
Yes.
No
-Provide space for at least 20 lockers.
-Provide double tier locker, 12 w 18 d x 72 h louvered lockers with shelves, hooks,
padlock eye in the door latching mechanism with integral base and sloped tops.
01 10 11 - 6
NOTES:
1.
2.
3.
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
105 MEN’S RESTROOM
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Restroom
146 SF
No regular occupants
Next to Locker room
None
PLUMBING
Walls
Floor / Base
Ceiling
GWB; painted w/ 48” high ceramic tile wainscot
Non-slip ceramic tile with cove tile base
9 feet, GWB painted
Fixtures
Drains
Special Systems
Water closet, urinal, lavatory
Floor drain
Restroom shall be handicapped accessible
OPENINGS
Doors
Door Hardware
Windows
HM welded frames and solid core wood doors
Push/Pull, hinges, closer, threshold/transition strip
None
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
No
Yes
No
Toilet exhaust
FIRE PROTECTION
System
Wet Pipe
Alarms
Smoke detector and A/V devices
Power
Provide 2 gfci rated receptacles over sink and 2 along wall.
Provide low voltage power for control of fixtures. Coordinate with
mechanical/plumbing contractor prior to rough in.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control at each fixture.
ELECTRICAL
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
None
None
Yes, speaker only.
None
No
No
No
No
-Provide ceramic tiles on all wet walls; min. 48” above finish floor.
-Provide solid surface vanity and plastic laminate casework.
-Provide toilet partitions and urinal screen.
01 10 11 - 7
NOTES:
1.
2.
3.
4.
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
106 WOMEN’S RESTROOM
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Walls
Floor / Base
Ceiling
Restroom
147 SF
No regular occupants
Next to Locker room
None
PLUMBING
GWB , painted with 48” high ceramic tile wainscot
Non-slip ceramic tile with cove tile base
9 feet, GWB painted
Fixtures
Drains
Special Systems
Water closets, lavatory
Floor drain
Restroom shall be handicapped accessible
OPENINGS
Doors
Door Hardware
Windows
Hollow metal welded frames and solid core wood door
Push/Pull plates, hinges, closer, threshold/transition strip
None
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
FIRE PROTECTION
System
Alarms
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or Requirements
No
Yes
No
Toilet exhaust
Wet Pipe
Smoke detector and A/V devices
ELECTRICAL
Power
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Provide 2 gfci rated receptacles over sink and 2 along wall.
Provide low voltage power for control of fixtures. Coordinate with mechanical/plumbing contractor prior to rough in.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces. Provide occupancy sensor control at each fixture.
Special Room Requirements
-Provide ceramic tiles on all wet walls; min. 48” above finish floor.
-Provide solid surface vanity and plastic laminate casework.
-Provide toilet partitions.
None.
None
Yes, speaker only.
None.
None.
No
No.
No
01 10 11 - 8
NOTES:
1.
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
107 BREAKROOM
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Break room
347 SF
Varies
Private offices
None
PLUMBING
Walls
Floor / Base
Ceiling
GWB, painted
Rubber tile with rubber base
9 feet, ACT
Fixtures
Drains
Special Systems
Sink; garbage disposal
Floor sink
Ice machine/cold water dispenser
connections
OPENINGS
Doors
Door Hardware
Windows
HM welded frames and solid core wood doors; vision lite
Latchsett, hinges, closer, threshold/transition strip
None
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or Requirements
Yes
Yes
Yes
None
FIRE PROTECTION
System
Wet Pipe
Alarms
Smoke detector and A/V devices
ELECTRICAL
Power
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
Provide 3 gfci rated receptacles over sink. Provide dedicated gfci receptacle for microwave oven. Provide dedicated switched gfci outlet for garbage disposal. Provide
dedicated non gfci outlet for refrigerator. Provide a power receptacle and a data jack mounted at approximately 2 feet below ceiling for wall mounted television monitor.
Provide a minimum of 6 general receptacles along walls. Provide a power outlet above ceiling for wireless access point. Coordinate all installation with breakroom furniture,
cabinetry and general arrangement prior to rough in.
None.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces. Provide occupancy sensor control at each fixture. Provide switched under cabinet lighting.
None.
Z-band and Internal Video.
Yes. Two way communication.
Provide 1 wall mounted telephone outlet approximately 56” above finished floor.
Provide wireless access point in ceiling.
No
Yes
No
-Provide one hand sanitizer dispenser at appropriate location and height on one
wall.
-Provide base and wall cabinets with solid surface countertop and 4” backsplash.
-Provide ceiling mount and receptacle for TV monitor.
01 10 11 - 9
-Install corner guards at outside corners
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
108 MECHANICAL/JANITOR
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Walls
Floor / Base
Ceiling
OPENINGS
Doors
Door Hardware
Windows
SECURITY
Operations
Access Controls
Alarm Assessment
Building custodial space
45 SF
None
Next to restrooms
None
PLUMBING
Mold /mildew resistant GWB, smooth painted
Exposed concrete floor with sealer; rubber base
9 feet, mold/mildew resistant GWB painted
Fixtures
Drains
Special Systems
Mop sink
Mop sink drain
None
HM welded frames and solid core wood doors
Keyed lockset, hinges, closer, threshold/transition strip
Not recommended
HVAC
None
None
None
Conduit infrastructure on personnel access door for complete security
system. See 01 10 10.
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
No
Yes
No
None
FIRE PROTECTION
System
Wet Pipe
Alarms
Audio notification (speaker)
ELECTRICAL
Power
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
Provide gfci rated outlet on each of 3 walls. Coordinate with mechanical/plumbing equipment arrangement.
Provide dedicated outlet with surge suppression for TV.
Per narrative and UFC 3-530-01
Provide 2 @ 4 port voice/data jacks. Coordinate with mechanical/plumbing
equipment arrangement.
None
None.
Yes, speaker only.
Provide 4 @ CAT 6e cables to each 4 port jack from nearest Field Distribution
Cabinet.
No
Yes
No
NOTES:
1.
2.
3.
4.
-Install mop/broom holder and shelves.
01 10 11 - 10
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
109 ELECTRICAL ROOM
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Room for distribution panels
41 SF
No regular occupants
Corridor
None
PLUMBING
Walls
Floor / Base
Ceiling
GWB, painted
Sealed concrete floor with rubber base
9 feet; Heavy duty exposed tee suspension system
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
Yes
Yes
Yes
None
OPENINGS
Doors
Door Hardware
Windows
HM welded frames and solid core wood doors
Keyed lockset, hinges, closer, threshold/transition strip
Not recommended
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
None
None
FIRE PROTECTION
System
Wet Pipe
Alarms
Smoke detector and A/V devices
ELECTRICAL
Power
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Provide a minimum of 3 convenience outlets. Coordinate location with equipment
and room arrangement prior to rough in.
None
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control.
Provide 2 @ 4 port voice/data jacks. Coordinate with mechanical/plumbing equipment arrangement.
None
None
Yes, speaker only.
Provide 4 @ CAT 6e cables to each 4 port jack from nearest Field Distribution
Cabinet.
No
No
No
Special Room Requirements
NOTES:
1.
2.
3.
4.
01 10 11 - 11
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
110 CORRIDOR
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Circulation space within the administrative area
100 SF
No regular occupants
None
None
PLUMBING
Walls
Floor / Base
Ceiling
GWB, painted
Rubber tile with rubber base
9 feet, ACT
Fixtures
Drains
Special Systems
Electric water cooler w/ water bottle filler.
None
None
OPENINGS
Doors
Door Hardware
Windows
Hollow metal door and frames, 45 min. rated (towards Bay 3)
Latchset, hinges, closer , threshold, keypad card reader , elec. strike
None
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
Keypad proximity access card, request to egress and RFID Coordinate with
electric door strike.
Balanced Magnetic Switch
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
Yes
Yes
Yes
None
FIRE PROTECTION
System
Wet Pipe
Alarms
A/V devices
ELECTRICAL
Power
Special Power
Lighting
Provide 1 convenience receptacle located in corridor on north wall of room 106.
None.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control.
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
None
None
None.
None.
Provide 1 @ 4 port voice/data jack on wall with 4 @ CAT 6e cables located in
corridor on north wall of room 106.
No
No.
No
NOTES:
1.
2.
3.
4.
Install corner guards at all outside corners.
01 10 11 - 12
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
111 CORRIDOR
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Circulation space within the administrative area
133 SF
None
None
None
PLUMBING
Walls
Floor / Base
Ceiling
GWB , painted
Rubber tile with rubber base
9 feet, ACT
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
Yes
Yes
Yes
None
OPENINGS
Doors
Door Hardware
Windows
HM welded frames and solid core wood doors
Latchset, hinges, threshold/transition strip
None
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
None
None
FIRE PROTECTION
System
Wet Pipe
Alarms
A/V devices
ELECTRICAL
Power
Special Power
Lighting
Provide 1 convenience receptacle along corridor wall.
None.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control.
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
None.
None
None.
None
None.
No
No.
No
NOTES:
1.
2.
3.
4.
Install corner guards at all outside corners.
01 10 11 - 13
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
112 MEN’S RESTROOM
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Restroom within the Center Storage Bay 2
133 SF
None
None
None
PLUMBING
Walls
Floor / Base
Ceiling
GWB, painted with 48” ceramic tile wainscot
Fixtures
Non-slip ceramic tile with cove base tile
9 feet, GWB painted
Drains
Special Systems
Water closet, urinal, lavatory, EWC with water
bottle filler
Floor Drain
None handicapped accessible
OPENINGS
Doors
Door Hardware
Windows
HM welded frames and solid core wood doors
Keyed lockset, hinges, closer, threshold/transition strip
None
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
Yes
Yes
Yes
Tile exhaust
FIRE PROTECTION
System
Wet Pipe
Alarms
Smoke detector and A/V devices
Power
Provide 1 gfci rated receptacle in vicinity of sink and 2 along wall(s).
Provide low voltage power for control of fixtures. Coordinate with
mechanical/plumbing contractor prior to rough in.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control.
ELECTRICAL
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
None
None.
Yes, speaker only.
None.
None.
No
No.
No
NOTES:
1.
2.
3.
4.
-Provide toilet partitions and urinal screen.
- ADA Compliant room layout, Fixtures and accessories.
01 10 11 - 14
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
113 WOMEN’S RESTROOM
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Walls
Floor / Base
Ceiling
OPENINGS
Doors
Door Hardware
Windows
SECURITY
Operations
Access Controls
Alarm Assessment
Restroom within the Center Storage Bay 2
75 SF
None
None
None
PLUMBING
GWB, painted with 48” ceramic tile wainscot
Non-slip ceramic tile with cove base tile
9 feet, GWB painted
Fixtures
Drains
Special Systems
Water closet, lavatory
Floor Drain
None handicapped accessible
HM welded frames and solid core wood doors
Keyed lockset, hinges, closer, threshold/transition strip
None
HVAC
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
Yes
Yes
Yes
Toilet exhaust
FIRE PROTECTION
System
Wet Pipe
Alarms
Smoke detector and A/V devices
Power
Provide 1 gfci rated receptacle in vicinity of sink and 2 along wall(s).
Provide low voltage power for control of fixtures. Coordinate with
mechanical/plumbing contractor prior to rough in.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control.
ELECTRICAL
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
None
None.
Yes, speaker only.
None.
None.
No
No.
No
ADA Compliant room layout, Fixtures and accessories.
NOTES:
1.
2.
3.
4.
01 10 11 - 15
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
114 JANITOR CLOSET
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Building custodial space
48 SF
None
None
None
PLUMBING
Walls
Floor / Base
Ceiling
Mold/mildew resistant GWB , smooth painted
Exposed concrete floor with sealer; rubber base
9 feet, GWB painted
Fixtures
Drains
Special Systems
Mop sink
None
Exterior ice machine/cold dispenser connections
OPENINGS
Doors
Door Hardware
Windows
HM welded frames and solid core wood doors
Latchset, hinges, threshold/transition strip
Not recommended.
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
No
Yes
No
None
FIRE PROTECTION
System
Wet Pipe
Alarms
Audio notification (speaker)
Power
Provide gfci rated outlet on each of 3 walls. Coordinate with mechanical/plumbing
equipment arrangement.
None.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control.
ELECTRICAL
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
None
None
None
None
None
No.
No
No
-Install mop/broom holder and shelves.
NOTES:
1.
2.
3.
4.
01 10 11 - 16
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
115 -117 FIRE WATER RISER ROOM (Typical, located on west side of the building)
Function
Fire riser and fire protection system related equipment
Area
100 SF each
Occupants
None
Adjacencies
None
Required Separations
None
FINISHES
Walls
Concrete/CMU, painted
Floor / Base
Sealed concrete floor with rubber base.
Ceiling
9 feet, painted exposed structure
OPENINGS
Hollow metal door and frame, insulated.
Doors
Door Hardware
Keyed lockset, hinges, threshold
Windows
Not recommended
SECURITY
Operations
None
Access Controls
None
Alarm Assessment
None
PLUMBING
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
No
No
No
None
HVAC
FIRE PROTECTION
System
Wet Pipe
Alarms
Supervisory Flow Detector Switch, Pressure Detector Switch, Tamper Switch, Bell
(located outside facility), Smoke Detectors and A/V devices. Local Operator Control
ELECTRICAL
Power
Special Power
Lighting
Provide 1 gfci rated receptacle on each wall. Coordinate with Fire Protection
System and mechanical/plumbing installation prior to rough in.
None
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control.
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
None
None
None
None.
None
No
No.
No
-Provide insulated metal panel fire riser column covers to match Warehouse No. 58.
01 10 11 - 17
NOTES:
1.
2.
3.
4.
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
118-120 FIRE WATER RISER ROOM (Typical, located on the east side of the building)
Function
Fire riser and fire protection system related equipment
Area
100 SF each
Occupants
None
Adjacencies
None
Required Separations
None
FINISHES
Walls
Concrete/CMU, painted
Floor / Base
Sealed concrete floor with rubber base.
Ceiling
9 feet; painted exposed structure
OPENINGS
Hollow Metal door and frames, insulated
Doors
Door Hardware
Keyed lockset, hinges, threshold
Windows
Not recommended
SECURITY
Operations
None
Access Controls
None
Alarm Assessment
None
PLUMBING
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
No
No
No
None
HVAC
FIRE PROTECTION
System
Wet Pipe
Alarms
Supervisory Flow Detector Switch, Pressure Detector Switch, Tamper Switch, Bell
(located outside facility), Smoke Detectors and A/V devices. Local Operator Control
ELECTRICAL
Power
Special Power
Lighting
Provide 1 gfci rated receptacle on each wall. Coordinate with Fire Protection
System and mechanical/plumbing installation prior to rough in.
None
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control.
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
None
None
None.
None.
None.
No
No.
No
-Provide insulated metal panel fire riser column covers to match Warehouse No. 58.
01 10 11 - 18
NOTES:
1.
2.
3.
4.
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
121 COMM ROOM
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Walls
Floor / Base
Ceiling
To house communication equipment racks, telephone terminal board and distribution cabinet
400 SF
None
None
None
PLUMBING
GWB, painted
Sealed concrete floor with rubber base.
9 feet; Acoustical Ceiling Tile (ACT)
Fixtures
Drains
Special Systems
None
Condensate drain for HVAC
None
OPENINGS
Doors
Door Hardware
Windows
Hollow metal door and frame.
Keyed lockset, Hinges, Closer, Threshold, keypad card reader , elec. strike
Not recommended
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
Control Panel with communications module for transceiving outside of facility.
Keypad proximity access card, request to egress. Coordinate with electric door
strike.
Balanced Magnetic Switch
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
Yes
Yes
Yes
Independent, dedicated HVAC system, See 01
10 10 narrative for details
FIRE PROTECTION
System
Wet Pipe; Fire Alarm Control Panel. Mass Notification Panel. Communications
Transceiver. sprinklers
Alarms
Smoke detector and A/V devices
ELECTRICAL
Power
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Provide dedicated 208/120VAC 3phase 4 wire 42 space power panel with 100Amp Main Breaker and 200% neutral. Provide a quad receptacle for each rack. Provide a
duplex receptacle @ 6 feet on center. Coordinate installation with equipment arrangement prior to rough in.
Provide Telecommunications Ground Bar. Bond to main service entrance ground.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control.
Provide ¾” UL Listed fire rated plywood on walls, protected terminal entrance for 100 pair copper cable, transient voltage surge suppression, fiber optic and cat6e patch
panels sufficient for terminating all cabling, 19” racks sufficient for accommodating all patch panels, wire management, switches and servers. (Switches, servers and UPS
equipment to be provided by Government). Coordinate with J6 to determine quantity of racks needed. Racks shall be arranged for access from front and back.
None
None
Yes, two way communication.
Yes.
Yes.
No
Yes
No
Special Room Requirements
NOTES:
1.
01 10 11 - 19
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
122 NORTH STORAGE BAY 1
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Walls
Floor / Base
Ceiling
OPENINGS
Doors
Door Hardware
Windows
SECURITY
Operations
Access Controls
Alarm Assessment
Storage and operational space for the receipt, storage and issue of highly active commodities
118,381 SF
None
Storage Bays
4 hours fire wall between bays
PLUMBING
Tilt-up concrete walls, painted rat stripe
Fixtures
Exposed concrete with light reflective dry-shake hardener and sealant , rubber base.
Drains
Exposed structure, painted; 29’-0” clear unobstructed height
Special Systems
None
Floor sink
Grit trap at floor sink
Coiling overhead door- Personnel door to be HM door and frames
Personnel doors with exit device, hinges, closer, threshold
Tinted fixed clerestory windows
HVAC
None
None
None
Conduit infrastructure on all outside access personnel doors and cargo doors
for complete security system. See 01 10 10.
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
No
Yes
No
No
FIRE PROTECTION
System
ESFR
Alarms
Provide manual pull stations and A/V devices
ELECTRICAL
Power
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
Provide general outlets per code. Provide ceiling mounted receptacles for wireless access points. Coordinate with radio survey for exact location.
Provide dedicated appliance and equipment receptacles as necessary. Coordinate with equipment and rack installation for special receptacle quantity and location.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces. Provide occupancy sensor control on each fixture. Coordinate fixture location and
control with rack, furniture and final bay arrangement. Provide photocell control coordinated with skylight installation.
Provide wireless access points based upon radio survey and rack/equipment arrangement. Provide Field Distribution Cabinets. Provide 6 port voice/data jacks for
workstations. Provide RFID portals @ each cargo bay door. Refer to Sheet T-101.
None
None
Yes. Provide a minimum of 6 masters (3 located on east wall and 3 located on west wall). Provide 1 way speakers adequately spaced for sound dispersion.
Provide 25 Pair Copper CAT3 cable to each Field Distribution Cabinet from Building Distribution Cabinet in Communications Room.
Provide 2 @ CAT6e cables to each RFID portal. Provide 6 @ CAT 6e cables to each workstation jack.
No
Yes
No
-Provide 3-hour rated interior coiling overhead door with fusible link at each side of the
wall assembly between bays.
-Coordinate with DDJC, Tracy on warehouse floor and wall striping.
-Roof skylights
01 10 11 - 20
NOTES:
1. Mount lighting fixtures below ceiling fans (strobing will occur otherwise).
2. Provide bollards at all overhead coiling doors.
3. Match interior finish with existing Warehouse No. 58.
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
123 CENTER STORAGE BAY 2
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Walls
Floor / Base
Ceiling
OPENINGS
Doors
Door Hardware
Windows
SECURITY
Operations
Access Controls
Alarm Assessment
Storage and operational space for the receipt, storage and issue of highly active commodities
119,376 SF
None
Storage Bays
4 hours fire walls between bays
PLUMBING
Tilt-up concrete walls, painted rat stripe
Exposed concrete with light reflective dry-shake hardener and sealant, rubber base
Exposed structure, painted; 29’-0” clear unobstructed height
Fixtures
Drains
Special Systems
None
Floor sink
Grit trap at floor sink
Coiling overhead door; Personnel doors to be hollow metal doors and frames
Personnel door with exit device, hinges, closer, threshold
Tinted fixed clerestory windows
HVAC
None
None
None
Conduit infrastructure on all outside access personnel doors and cargo doors
for complete security system. See 01 10 10.
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
No
Yes
No
No
FIRE PROTECTION
System
ESFR
Alarms
Provide manual pull stations and A/V devices
ELECTRICAL
Power
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
Provide general outlets per code. Provide ceiling mounted receptacles for wireless access points. Coordinate with radio survey for exact location.
Provide dedicated appliance and equipment receptacles as necessary. Coordinate with equipment and rack installation for special receptacle quantity and location.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces. Provide occupancy sensor control on each fixture. Coordinate fixture location and control
with rack, furniture and final bay arrangement. Provide photocell control coordinated with skylight installation.
Provide wireless access points based upon radio survey and rack/equipment arrangement. Provide Field Distribution Cabinets. Provide 6 port voice/data jacks for
workstations. Provide RFID portals @ each cargo bay door. Refer to Sheet T-101.
None
None
Yes. Provide a minimum of 6 masters (3 located on east wall and 3 located on west wall). Provide 1 way speakers adequately spaced for sound dispersion.
Provide 25 Pair Copper CAT3 cable to each Field Distribution Cabinet from Building Distribution Cabinet in Communications Room.
Provide 2 @ CAT6e cables to each RFID portal. Provide 6 @ CAT 6e cables to each workstation jack.
No
Yes
No
-Provide 3-hour rated interior coiling overhead door with fusible link at each side of
the wall assembly between bays.
-Coordinate with DDJC, Tracy on warehouse floor and wall striping.
-Roof Skylights
01 10 11 - 21
NOTES:
1. Mount lighting fixtures below ceiling fans (strobing will occur otherwise)
2. Provide bollards at all overhead coiling doors.
Match interior finish with existing Warehouse No. 58.
3.
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
124 SOUTH STORAGE BAY 3
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Walls
Floor / Base
Ceiling
Storage and operational space for the receipt, storage and issue of highly active commodities
118,381 SF
None
Storage Bay
4 hours fire wall between bays
PLUMBING
Tilt-up concrete walls, painted rat stripe.
Exposed concrete with light reflective dry-shake hardener and sealant , rubber base
Exposed structure, painted; 29’-0” clear unobstructed height
Fixtures
Drains
Special Systems
Emergency eyewash station near battery
charging station
Floor sink
Grit trap at floor sink
OPENINGS
Doors
Door Hardware
Windows
Coiling overhead door; Personnel doors to be hollow metal door and frames
Pers. doors with exit device, hinges, closer , threshold
Tinted fixed clerestory windows
SECURITY
HVAC
Operations
Access Controls
Alarm Assessment
None
None
None
Conduit infrastructure on all outside access personnel doors and cargo doors
for complete security system. See 01 10 10.
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
No
Yes
No
Battery charging ventilation per UFC 3-410-04N
FIRE PROTECTION
System
ESFR
Alarms
Provide manual pull stations and A/V devices
ELECTRICAL
Power
Special Power
Lighting
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
Provide general outlets per code. Provide ceiling mounted receptacles for wireless access points. Coordinate with radio survey for exact location.
Provide dedicated appliance and equipment receptacles as necessary. Coordinate with equipment and rack installation for special receptacle quantity and location.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces. Provide occupancy sensor control on each fixture. Coordinate fixture location and control
with rack, furniture and final bay arrangement. Provide photocell control coordinated with skylight installation.
Provide wireless access points based upon radio survey and rack/equipment arrangement. Provide Field Distribution Cabinets. Provide 6 port voice/data jacks for
workstations. Provide RFID portals @ each cargo bay door. Refer to Sheet T-101.
None
None
Yes. Provide a minimum of 6 masters (3 located on east wall and 3 located on west wall). Provide 1 way speakers adequately spaced for sound dispersion.
Provide 25 Pair Copper CAT3 cable to each Field Distribution Cabinet from Building Distribution Cabinet in Communications Room.
Provide 2 @ CAT6e cables to each RFID portal. Provide 6 @ CAT 6e cables to each workstation jack.
No
Yes
No
-Provide 3-hour rated interior coiling overhead door with fusible link at each side of the
wall assembly between bays.
-Coordinate with DDJC, Tracy on warehouse floor and wall striping.
-Roof Skylights
01 10 11 - 22
NOTES:
1. Mount lighting fixtures below ceiling fans (strobing will occur otherwise).
2. Provide bollards at all overhead coiling doors.
3. Match interior finish with existing Warehouse No. 58..
4.
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
125 GENERAL PURPOSE ROOM (Option 1003)
Function
Utilize for training classes; can be divided into two area by movable partition
Area
1,903 SF
Occupants
Varies
Adjacencies
None.
Required Separations
None
FINISHES
Walls
GWB, painted
Floor / Base
Carpet tile with rubber base
Ceiling
9 feet, Acoustical Ceiling Tile (ACT)
OPENINGS
Doors
Hollow metal door and frame, insulated
Door Hardware
Exit device, hinges, closer, threshold
Windows
Tinted windows with blinds; comply with AT/FP
SECURITY
Operations
None
Access Controls
None
Alarm Assessment
None
PLUMBING
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or Requirements
Yes
Yes
Yes
None
HVAC
FIRE PROTECTION
System
Alarms
Wet Pipe
Smoke Detector and A/V devices
ELECTRICAL
Power
Special Power
Lighting
Provide a combination power receptacle voice/data jack recessed in floor at each conference table location. Provide power and data jack(s) in ceiling for projector(s).
Provide power and controls for recessed motor operated projector screen(s). Provide receptacles spaced at 10 foot on center along walls. Provide a power outlet(s) above
ceiling for wireless access point(s). Provide power receptacle and data jack mounted approximately 2 feet below ceiling for TV monitor. Coordinate all installation with
furniture and general arrangement prior to rough in.
None.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces. Provide occupancy sensor control at each fixture. Provide recessed down lighting for
presentations.
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
Special Room Requirements
None.
Z-band and Internal Video. Coordinate location and install approximately 2’ below ceiling.
Yes. Two way communication.
Provide 1 wall mounted telephone outlet approximately 56” above finished floor.
Provide wireless access point in ceiling. Provide 1 @ 4 port jack spaced a minimum of 10 feet on center per wall. Provide 1 @ 4 port jack in floor at each conference table.
No
Yes
No
-Provide operable partition for flexibility in converting the room into two areas.
NOTES:
-Provide electric power operated projection screens for each area.
1.
-Provide horizontal blinds on all windows.
2.
-Provide chair rails
3.
-Install corner guards where applicable.
4.
-Provide two additional LAN connections on all walls and two additional LAN connections
on the stage areas for supporting portable VTC units to be provided by the User.
-Provide one additional LAN connection in floor at each conference table/desk depending
on the furniture design for supporting portable VTC units to be provided by the User.
01 10 11 - 23
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
126 STORAGE (Option 1003)
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Walls
Floor / Base
Ceiling
OPENINGS
Doors
Door Hardware
Windows
SECURITY
Operations
Access Controls
Alarm Assessment
Storage
118 SF
None
None.
I hour rated wall separation between general purpose room
PLUMBING
GWB, painted
Rubber tile with rubber base
9 feet, Acoustical Ceiling Tile (ACT)
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
No
No
No
None
Hollow metal door and frame, 45 minutes
Lockset, hinges, closer, threshold/transition strip
None
HVAC
None
None
None
FIRE PROTECTION
System
Wet Pipe
Alarms
None
ELECTRICAL
Power
Special Power
Lighting
None
None.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control on each fixture.
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
None
None
None
None
None
No
No
No
Special Room Requirements
NOTES:
1.
2.
3.
4.
01 10 11 - 24
Amendment 0002
DB RFP, General Purpose Warehouse No. 59, Tracy DDJC
California
1876
FUNCTIONAL DESIGN CRITERIA SHEET
GENERAL PURPOSE WAREHOUSE No. 59
127 STORAGE (Option 1003)
Function
Area
Occupants
Adjacencies
Required Separations
FINISHES
Walls
Floor / Base
Ceiling
OPENINGS
Doors
Door Hardware
Windows
SECURITY
Operations
Access Controls
Alarm Assessment
Storage
118 SF
None
None.
1 hour rated wall separation between general purpose room
PLUMBING
GWB, painted
Rubber tile with rubber base
9 feet, Acoustical Ceiling Tile (ACT)
Fixtures
Drains
Special Systems
None
None
None
Heating
Ventilating
Air Conditioning
Special Systems or
Requirements
No
No
No
None
Hollow metal door and frame, 45 minute
Exit device, hinges, closer, threshold/transition strip
None
HVAC
None
None
None
FIRE PROTECTION
System
Wet Pipe
Alarms
None
ELECTRICAL
Power
Special Power
Lighting
None
None.
Use IESNA Recommended Criteria for Light Power Density Defined for Spaces.
Provide occupancy sensor control on each fixture.
COMMUNICATION
CCTV
CATV / Internal Video
PA / Audio
Telephone
Data
SIPRNET
NIPRNET
Classified LANs
None
None
None
None
None
No
No
No
Special Room Requirements
NOTES:
1.
2.
3.
4.
01 10 11 - 25
Amendment 0002