Attachment_08_Sample_Project_18_September_2019_1002-1252.pdf
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- Attached to
- WPAFB 2020-2025 Multiple Award Construction Contract Federal contract opportunity
- Solicitation number
- FA860119RA043
About this file
This document package includes a sample project file related to a federal construction contract opportunity at Wright-Patterson Air Force Base. The contract opportunity is a multiple award construction contract (MACC) solicitation to establish a pool of contractors eligible to compete for individual task orders from 2020 through 2025. Task orders will be for a broad range of construction and facility maintenance services, including new building construction, building alterations and repairs, utilities work, and specialty construction. Contractors may also provide design-build services from initial concept through final design. The Air Force intends to award up to twelve contracts under this solicitation. Task order evaluations will be based on individual solicitation terms and conditions. Selected contractors must have an active System for Award Management registration and be assigned the applicable Small Business Administration size standard number.
Attachment 08 Sample Project Pages 1002-1252
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Text version
CONSOLIDATE PFD TO F/30257 ZHTV150050
WRIGHT-PATTERSON AFB, OH
3.2.2.2.1 Pull-Through Device
This device shall be a spherical, spheroidal, or elliptical ball, a cylinder, or circular sections fused to a common shaft. Circular sections shall be so spaced on the shaft that distance from external faces of front and back sections will equal or exceed diameter of the circular section.
Pull-through device may also be of a design promulgated by the Uni-Bell Plastic Pipe Association, provided the device meets the applicable requirements specified in this paragraph, including those for diameter of the device, and that the mandrel has a minimum of 9 arms. Ball, cylinder, or circular sections shall conform to the following:
a. A diameter, or minor diameter as applicable, of 95 percent of the average inside diameter of the pipe; tolerance of plus 0.5 percent will be permitted.
b. Homogeneous material throughout, shall have a density greater than 1.0 as related to water at 39.2 degrees F, and shall have a surface Brinell hardness of not less than 150.
c. Center bored and through-bolted with a 1/4 inch minimum diameter steel shaft having a yield strength of not less than 70,000 psi, with eyes or loops at each end for attaching pulling cables.
d. Each eye or loop shall be suitably backed with a flange or heavy washer such that a pull exerted on opposite end of shaft will produce compression throughout remote end.
3.2.2.2.2 Deflection Measuring Device
Sensitive to 1.0 percent of the diameter of the pipe being tested and shall be accurate to 1.0 percent of the indicated dimension. Deflection measuring device shall be approved prior to use.
3.2.2.2.3 Pull-Through Device Procedure
Pass the pull-through device through each run of pipe, either by pulling it through or flushing it through with water. If the device fails to pass freely through a pipe run, replace pipe which has the excessive deflection and completely retest in same manner and under same conditions.
3.2.2.2.4 Deflection measuring device procedure
Measure deflections through each run of installed pipe. If deflection readings in excess of 4.5 percent of average inside diameter of pipe are obtained, retest pipe by a run from the opposite direction. If retest continues to show a deflection in excess of 4.5 percent of average inside diameter of pipe, replace pipe which has excessive deflection and completely retest in same manner and under same conditions.
-- End of Section --
SECTION 33 30 00 Page 7
FINAL DESIGN SUBMITTAL
ZHTV150050
Consolidate PDF to F/30257
Wright-Patterson AFB
FA8601-15-D-0007
DESIGN ANALYSIS
FINAL DESIGN-SUBMITTAL
ARCHITECTURE / STRUCTURAL / MECHANICAL / ELECTRICAL / PLUMBING
BARGE DESIGN SOLUTIONS
1370 VANGUARD BLVD.
MIAMISBURG, OH 4534
INTERIOR DESIGN
EMERSION DESIGN
310 CULVERT STREET, SUITE 100
CINCINNATI, OHIO 45202
FIRE PROTECTION / LIFE SAFETY
FIRELOGIX ENGINEERING, LTD
215 NORTH BROADWAY
LEBANON, OH 45036
ENVIRONMENTAL
STANTEC CONSULTING SERVICES INC.
10509 TIMBERWOOD CIRCLE SUITE 100
LOUISVILLE, KY 40223
31-JAN-2019
EXECUTIVE SUMMARY
Final Design-Submittal
The following codes, standards and design guides are referenced in part or in whole for this project.
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI)
ANSI-C2 (2017) – National Electrical Safety Code
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)
ASCE-7 (2010; Errata 2011; supp 1 2013) – Minimum Design Loads for Buildings and Other Structures
AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS (ASHRAE)
ASHRAE 55 (2013) – Thermal Environmental Conditions for Human Occupancy ASHRAE 62.1 (2013) – Ventilation for Acceptable Indoor Air Quality ASHRAE 90.1 (2013) – Energy Standard for Buildings Except Low-Rise Residential
Buildings. (as referenced in UFC 1-200-02) ASHRAE 189.1 (2014) – Standard for the Design of High-Performance Green Buildings
(as referenced in UFC 1-200-02) ASHRAE 202 (2013) – Commissioning Process for Buildings and Systems
ASHRAE Handbook (2017) – Handbook, Fundamentals (2018) – Handbook, Refrigeration (2015) – Handbook, HVAC Applications (2016) – Handbook, HVAC Systems and Equipment
ASHRAE Guideline 0 (2013) – The Commissioning Process ASHRAE Guideline 1.1 (2007) – HVAC&R Technical Requirements for The Commissioning
Process
AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)
ASME B31.9 (2014) – Building Services Piping
BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL (BICSI)
ANSI/NECA/BICSI 607 (2011) - Standard for Telecommunications Bonding and Grounding Planning and Installation Methods for Commercial Buildings
CODE OF FEDERAL REGULATIONS (CFR)
CFR Title 40, Part 261 Identification and Listing of Hazardous Waste CFR Title 40, Part 262 Standards Applicable to Generators of Hazardous Waste
CFR Title 40, Part 264 Standards for Owners and Operators of Hazardous Waste Treatment, Storage and Disposal Facilities
CFR Title 40, Part 265 Interim Status Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities
CFR Title 40, Part 268 Land Disposal Restrictions CFR Title 40, Part 761 Polychlorinated Biphenyls Manufacturing, Processing, Distribution in
Commerce, and Use Prohibitions
COMMITTEE ON NATIONAL SECURITY SYSTEMS (CNSS)
CNSSAM TEMPEST/1-13 (2014) – (U) RED/BLACK Installation Guidance
ENGINEERING TECHNICAL LETTERS (ETL)
ETL 07-4 (2007) - Carpet Standards
ENERGY INDEPENDENCE AND SECURITY ACT (EISA)
EISA 2007 (2007) Energy Independence and Security Act
ENERGY POLICY ACT (EPACT)
EPACT 2005 (2005) Energy Policy Act of 2005
FEDERAL GUIDING PRINCIPLES
HPSB MOU (2008) – HPSE Guiding Principles for Federal Leadership in High Performance and Sustainable Buildings (HPSB Guiding Principles; High Performance and Sustainable Building Guidance” (2016) – Guiding Principles for Sustainable Federal Buildings and Associated Instructions (2016) – Determining Compliance with the Guiding Principles for Sustainable Federal Buildings
ILLUMINATING ENGINEERING SOCIETY (IES)
IESNA Handbook (10th edition) – Lighting Handbook
INTERNATIONAL CODE COUNCIL (ICC)
ICC IBC (2015) - International Building Code ICC IFC (2015) – International Fire Code ICC IMC (2015) - International Mechanical Code ICC IPC (2015) – International Plumbing Code
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 1 (2015) - Fire Code NFPA 10 (2013) - Standard for Portable Fire Extinguishers NFPA 13 (2016) - Standard for the Installation of Sprinkler Systems NFPA 20 (2016) - Standard for the Installation of Stationary Pumps for Fire
Protection NFPA 45 (2015) - Standard on Fire Protection for Laboratories Using Chemicals NFPA 70 (2017) - National Electric Code (NEC) NFPA 70E (2015; Errata 1 2015) - Standard for Electrical Safety in the Workplace NFPA 72 (2016) - National Fire Alarm and Signaling Code NFPA 90A (2015) - Standard for the Installation of Air-Conditioning and Ventilating
Systems NFPA 101 (2015) - Life Safety Code NFPA 241 (2013) - Standard for Safeguarding Construction, Alteration, and
Demolition Operations NFPA 291 (2016) - Recommended Practice for Fire Flow Testing and Marking of
Hydrants
SHEET METAL AND AIR CONDITIONING CONTRACTORS ASSOCIATION (SMACNA)
SMACNA 016 (2012) – HVAC Air Duct Leakage Test Manual. 2nd Edition SMACNA 1429 (1994) – HVAC Systems Commissioning Manual, 1st Edition SMACNA 1966 (2005) HVAC Duct Construction Standards Metal and Flexible, 3rd Edition SMACNA 1981 (2008) – Seismic Restraint Manual Guidelines for Mechanical Systems, 3rd Edition
TELECOMMUNICATIONS INDUSTRY ASSOCIATION / ELECTRONICS INDUSTRIES ALLIANCE (TIA/EIA)
TIA/EIA-492AAAA-B (2009) - Detail specification for 62.5- m core diameter/125- m cladding diameter class Ia graded-index multimode optical fibers
TIA/EIA-568.1-D (2015) – Commercial Building Telecommunications Cabling Standard TIA/EIA-569-B (2004) –Commercial Building Standard for Telecommunications
Pathways and Spaces ANSI/TIA-606-B (2012) – Administration Standard for Telecommunications
Infrastructure ANSI/TIA-607-C (2015) – Generic Telecommunications Bonding and Grounding
(Earthing) for Customer Premises TIA-758-B (2012) – Customer-Owned Outside Plant Telecommunications
Infrastructure Standard TSB-36 (1991) – Additional Cable Specifications for Unshielded Twisted Pair
Cables
UNITED FACILITIES CRITERIA (UFC)
UFC 1-200-01 (2018; with Change 1) – General Building Requirements UFC 1-200-02 (2018; with Change 2) – High Performance and Sustainable Building
Requirements UFC 1-300-02 (2017; with Change 1) – Unified Facilities Guide Specifications (UFGS)
Format Standard UFC 1-300-08 (2011; with Change 2) – Criteria for Transfer and Acceptance of DoD
Real Property UFC 3-101-01 (2016, with Change 3) – Architecture UFC 3-120-01 (2014; with Change 3) – Design: Sign Standards UFC 3-120-10 (2018) – Interior Design UFC 3-190-06 (2004) – Protective Coatings and Paints UFC 3-301-01 (2016; with Change3) – Structural Engineering UFC 3-310-04 (2016; with Change 1) – Seismic Design For Buildings UFC 3-401-01 (2015; with Change 1) – Mechanical Engineering UFC 3-410-01 (2017; with Change 4) – Heating, Ventilating and Air-Conditioning
Systems UFC 3-420-01 (2015; with Change 10) – Plumbing Systems UFC 3-501-01 (2015) – Electrical Engineering UFC 3-520-01 (2015) – Interior Electrical Systems UFC 3-530-01 (2016; with Change 3) – Interior and Exterior Lighting Systems and
Controls UFC 3-560-01 (2018; with Change 1) – Electrical Safety, O&M UFC 3-580-01 (2016; with Change 1) – Telecommunications Interior Infrastructure
Planning and Design UFC 3-600-01 (2018; with Change 2) – Fire Protection Engineering for Facilities UFC 4-010-01 (2013; with Change 1) – DoD Minimum Antiterrorism Standards for
Buildings UFC 4-021-01 (2010; with Change 1) – Design and O&M: Mass Notification Systems UFC 4-021-02 (2013) – Electronic Security Systems UFC 4-610-01 (2014; with Change 2) – Administrative Facilities
U.S. AIR FORCE
(2002) - U.S. Air Force Interior Design Standards AFMAN 32-1084 (2016) - Facility Requirements
WRIGHT-PATTERSON AIR FORCE BASE (WPAFB) STANDARDS
BFS (2016, Mar) – Wright-Patterson AFB, Base Facility Standard
High Performance and Sustainable Building Requirements
Wright-Patterson AFB
Opening Protection
Wright-Patterson AFB
Final Design-Submittal
Penetration Protection (Dampers)
Business Occupancy (protected with sprinklers)
Storage Occupancy (ordinary hazard - protected with sprinklers)
Wright-Patterson AFB
Final Design-Submittal
Category Density (gpm/sf)
Area (sf)*
Hose (gpm)
Duration (min)
Examples
Light Hazard
.10 1,500 250 Circulation areas, offices, restrooms, toilets, waiting area, conference rooms.
Ordinary Hazard
.20 2,500 250 Mechanical rooms, electrical rooms, light storage, communications rooms.
Storage of Class IV Commodi ties on Racks to 20 feet
NA NA 250 12 heads (K=25.2) @ 20 psi
*Adjust areas as required in NFPA 13. Areas shown are base areas. Larger design areas may be required to account for sloped decks, dry systems and other conditions found in NFPA 13.
Quick response sprinkler area reductions are not permitted.
CONSOLIDATE PDF TO F/30257
WRIGHT-PATTERSON AIR FORCE BASE
DAYTON, OHIO
310 Culvert Street, Suite 100 | Cincinnati, OH 45202 | P 513 841 9100 | emersiondesign.com
SID 1
TYPICAL BUILDING FINISHES
P1 - TYPICAL PAINT
MANF: SHERWIN WILLIAMS
COLOR: OYSTER WHITE SW7637
P2 - CEILING PAINT
MANF: SHERWIN WILLIAMS
COLOR: ORIGAMI WHITE SW7636
PL1
MANF: WILSONART
COLOR: FLAX LINEN 4990-38
PL2
MANF: WILSONART
COLOR: ALMOND LEATHER 2932-60
DAYTON, OHIO
310 Culvert Street, Suite 100 | Cincinnati, OH 45202 | P 513 841 9100 | emersiondesign.com
CT1/CTB1
MANF: DALTILE
STYLE: VOLUME 1.0
COLOR: INTENSITY PEBBLE VL72
VCT1
MANF: ARMSTRONG
STYLE: EXCELON
COLOR: MEZZOTINT 54806
SID 2
TYPICAL BUILDING FINISHES
ACT1
MANF: ARMSTRONG
STYLE: DUNE
COLOR: WHITE
RB1
MANF: JOHNSONITE
COLOR: 48 GREY
DAYTON, OHIO
310 Culvert Street, Suite 100 | Cincinnati, OH 45202 | P 513 841 9100 | emersiondesign.com
RSH1
MANF: DRAPER
STYLE: SHEERWEAVE BASIC, 3% OPENNESS
COLOR: P05 WHITE/PLATINUM
SID 3
TYPICAL BUILDING FINISHES
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