Attach 22 Seed Project Design Requirements.xlsx

XLSX spreadsheet 16 KB Posted

Attached to
Multiple Award Construction Contract (MACC) Federal contract opportunity
Solicitation number
FA469020R0005
Issued by
Department of the Air Force Air Combat Command

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This document contains design requirements and specifications for a vehicle wash rack to be constructed at Ellsworth Air Force Base under a Multiple Award Construction Contract. Key requirements for the wash rack include a pre-engineered metal building no less than 72 feet by 25 feet with 16-foot ceiling clearance; concrete floors with epoxy coating; insulated metal walls and roof; two powered garage doors; gas heating; LED lighting; plumbing and electrical connections; and associated site work for vehicle access. Accompanying specifications are provided for structural elements, utilities, mechanical and electrical systems. Related drawings cover site plans, floor plans, elevations and details. Calculations must include structural loads, HVAC sizing, electrical loads and lightning protection risk analysis.

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Other files for this federal contract opportunity

Other files attached to Multiple Award Construction Contract (MACC), newest first.
File Type Posted
Solicitation Amendment FA469020R00050009 SF 30.pdf PDF
Solicitation Conformed Amend 00008 - FA469020R00050008.pdf PDF
Solicitation Amendment FA469020R00050008 SF 30.pdf PDF
Solicitation Amendment - FA469020R00050008.pdf PDF
Attach 4 EAFB Specifications - Revision 1 - 19 Nov 2020.doc DOC document
Attach 38 Solicitation Questions and Answers 18 Nov 2020.pdf PDF
Attach 22 Seed Project Design Requirements - Revision 2 - 18 Nov 2020.xlsx XLSX spreadsheet
Attach 1 General Provisions - Revision 1 - 19 Nov 2020.pdf PDF
Amendment FA469020R00050007 SF 30.pdf PDF
Solicitation FA469020R00050007.pdf PDF
Solicitation Amendment FA469020R00050006 SF.pdf PDF
Attach 11 Section L - Revision 3 - 9 Nov 2020.pdf PDF
Attach 13 FACTS Sheet - Revision 2 - 9 Nov 2020.docx DOCX document
Attach 28 Solicitation Questions and Answers 28 Oct 2020.pdf PDF
Attach 29 Haul Route.pdf PDF
Attach 19 Seed Project SOW - Revision 2 - 28 Oct 2020.pdf PDF
Attach 31-35 CAD format.zip ZIP file
Attach 36 Ellsworth AFB Special Provisions(MS Word).doc DOC document
Solicitation Amendment FA469020R00050005 SF 30.pdf PDF
Attach 11 Section L - Revision 2 - 20 Oct 2020.pdf PDF
Attach 13 FACTS Sheet - Revision 1 - 15 Oct 2020.pdf PDF
Solicitation Amendment FA469020R00050003 SF 30.pdf PDF
Attach 26 Solicitation Questions and Answers 15 Oct 2020.pdf PDF
Attach 25 Solicitation Questions and Answers 9 Oct 2020.pdf PDF
Solicitation Amendment FA469020R00050002 SF 30.pdf PDF
Attach 24 MACC Site Visit Meeting Minutes.pdf PDF
Solicitation Amendment FA469020R00050001 SF 30.pdf PDF
Attach 23 Seed Project Site Utilities.pdf PDF
Attach 13 FACTS Sheet.docx DOCX document
Attach 11 Section L.pdf PDF
Attach 4 Ellsworth AFB Special Provisions.pdf PDF
Attach 5 Ellsworth AFB Installation Facilities Standards.pdf PDF
Attach 7 WD SD20200002 Residential Pennington.pdf PDF
Attach 3 On Off Ramp Procedures.pdf PDF
Attach 16 Transmittal Letter.docx DOCX document
Attach 1 General Provisions.pdf PDF
Attach 6 WD SD20200001 Heavy Highway Statewide.pdf PDF
Attach 9 WD SD20200027 Building Meade.pdf PDF
Solicitation - FA469020R0005.pdf PDF
Attach 8 WD SD20200003 Residential Meade.pdf PDF
Attach 20 Seed Project Bid Schedule.pdf PDF
Attach 15 Past Performance Questionnaire.docx DOCX document
Attach 14 Teaming Partner Consent Letter.docx DOCX document
Attach 21 Seed Project Construction Cost Breakdown.xls XLS spreadsheet
Attach 10 WD SD20200029 Building Pennington.pdf PDF
Attach 12 Section M.pdf PDF
Attach 17 Client Authorization Letter.docx DOCX document
Attach 19 Seed Project SOW.pdf PDF
Attach 18 Seed Project FOPR.pdf PDF
Attach 2 Ordering Instructions.pdf PDF
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Sheet1

No.DescriptionSourceParaProposal Location
Does the Proposal Include the Following Design Elements:
1Location of wash rack in specified area.SOW2.3.1
2Pre-engineered style building.SOW2.3.2
3Minimum 72’ x 25’ building area.SOW2.3.3
4Minimum 72’ x 18’ bay area for washing.SOW2.3.4
5Minimum 16’ height clearance from floor in washing area.SOW2.3.5
6Minimum 4’ deep foundation walls with spread footings on select SDOT-grade fill.SOW2.3.6
7Ribbed metal roof. Medium bronze color.SOW2.3.7
8Roof pitch 3:12.SOW2.3.8
924” overhang roof eaves with metal soffit.SOW2.3.9
10Gutters and open faced downspouts adequately sized and anchored to the building.SOW2.3.10
11Snow guards mechanically attached to metal roof ribs.SOW2.3.11
12Exterior compatible with surrounding facilities.SOW2.3.12
138”x8”x16” Concrete masonry unit wainscot for the first 48” of exterior walls.SOW2.3.13
14Ribbed metal sheeting exterior walls on top of CMU wainscot. 24 gauge steel and light tan color.SOW2.3.14
15Insulated R19 walls and R30 roof minimum.SOW2.3.15
16Interior water proof panels to protect walls and insulation from water spray.SOW2.3.16
17Two (2) 14’ wide by 16’ tall, coiling, metal, insulated, powered garage doors.SOW2.3.17
18Coiling garage doors to be installed on the interior of the wash rack.SOW2.3.18
194” Concrete bollards protecting garage door entrances. Provide at both entrance and exit doors. Painted to match exterior door colors.SOW2.3.19
20Weather stripping around garage doors.SOW2.3.20
21Two (2) exterior metal doors to allow for personnel entry in wash rack near roll up garage doors.SOW2.3.21
22Best Lock 7 pin cylinders and cores for all doors.SOW2.3.22
23Concrete stoop by personnel doorsSOW2.3.23
24Sloped 6” reinforced concrete slab on grade floor.SOW2.3.24
25Provide epoxy floor coating with embedded grit for slip resistance on top of concrete floor. Contractor shall use Tennant Co. Eco-HTS 100™ or equal for the top coat and Eco-CFO/B™ or equal for the overlay coat.SOW2.3.25
26Trench drain for washing area and connected to sanitary sewer.SOW2.3.26
27Grit interceptor to protect lift station pumps.SOW2.3.27
28Exhaust fan for wash area near roof level with start/stop switch in wash area.SOW2.3.28
29Indirect gas fired heating unit to prevent freezing in wash rack. Interlocked with exhaust fan.SOW2.3.29
30Local controls for exhaust fan in wash area.SOW2.3.30
31Ensure ease of access to heating unit for maintenance personnel.SOW2.3.31
32Outdoor air intake for heating unit shall be protected from the prevailing northwest wind. Locate outdoor air intake preferably pointing south.SOW2.3.32
33Heat to be supplied near floor level. Prevent water from pooling in supply air diffusers.SOW2.3.33
34Tie into base EMCS (Honeywell). Provide monitoring and control for room temperature including low temperature alarm. Also provide controls for gas heater.SOW2.3.34
35Back flow preventer for water service.SOW2.3.35
36Hose bibs for connection to pressure washers, detergent mixer, and other washing equipment.SOW2.3.36
37Provide exhaust vent, gas, water, combustion air, and electricity for self-contained hot water pressure washer. See section II. D. for pressure washer.SOW2.3.37
38Identify and structurally reinforce a ceiling location where the car wash ceiling boom will be mounted.SOW2.3.38
39Small mechanical room for heating unit, electrical panel, water service entrance, and pressure washer equipment.SOW2.3.39
40Interior and exterior access to mechanical room.SOW2.3.40
41Penetrations through mechanical room for pressure washer hoses.SOW2.3.41
42Provide building grounding system.SOW2.3.42
43Lightning protection system at recommendation of Designer of Record based on risk assessment analysis.SOW2.3.43
44Provide electrical outlets in wash rack for equipment. Provide outlets rated for use in wash racks and near water. Provide covers for outlets not in use to better protect against water spray.SOW2.3.44
45Adequate LED lighting illuminating exterior entrances.SOW2.3.45
46Adequate LED interior lighting illuminating entire building.SOW2.3.46
47Gas utility meter. Meter shall be a Dresser Roots meter.SOW2.3.47
48Shutoff for gas service.SOW2.3.48
49Water utility meter. Meter shall be Badger dial type flow through meter.SOW2.3.49
50Curb stop for water service.SOW2.3.50
51Electrical utility meter. Meter shall be Itron Centron appropriately sized for building.SOW2.3.51
52All meters shall tie into the base automated reading system and be pulse capable.SOW2.3.52
53All site work as to provide proper drainage.SOW2.3.53
54Minimum 6” concrete roadways on min 6” aggregate base course and 8” min depth scarified and re-compacted subgrade entering and leaving wash rack.SOW2.3.54
55New concrete roadways dowelled to existing roadwaysSOW2.3.55
56Allow for tandem MHU-110 trailers to access and leave wash rack. Turning radius of tandem MHU-110 trailers is 45 degrees.SOW2.3.56
57Prior to and during construction the contractor shall have an erosion control plan in place.SOW2.3.57
58Contractor shall provide seeding, fertilizing, mulching, importing and placing of 3” topsoil on all grassed areas disturbed by construction.SOW2.3.58
59A vehicle tracking control or stabilized rock construction entrance shall be constructed for vehicles entering the work site.SOW2.3.59
Does the Proposal Include the Following FFE Items:
60Aaladin Series 71-530 heated power washer or equal. See Attachment 3 for pressure washer required salient features.SOW2.4.1
61Remote control for pressure washer centrally located in wash area.SOW2.4.2
62Provide 2 pressure washer wands/guns for simultaneous use.SOW2.4.3
63Ceiling Boom for pressure washer hoses and 2 pressure washer wands/guns. Ensure connections are compatible with pressure washer hoses.SOW2.4.4
64Provide hoses for pressure washer capable of reaching entire wash area.SOW2.4.5
65Wall mount hose reels.SOW2.4.6
66Pressure washer wand/gun wall mounts for hanging and storage.SOW2.4.7
67Water Softener sized to support pressure washer.SOW2.4.8
Does the Proposal Include the Following Drawings:
68Cover SheetSOW3.3.1
69Site SurveySOW3.3.2
70Existing UtilitiesSOW3.3.3
71Existing/Final Site & Grading Plan(s)SOW3.3.4
72Stormwater Protection and Erosion Control PlanSOW3.3.5
73Underground Utility PlanSOW3.3.6
74Utility DetailsSOW3.3.7
75Floor PlanSOW3.3.8
76Structural Plans and DetailsSOW3.3.9
77Architectural ElevationsSOW3.3.10
78Wall Sections and DetailsSOW3.3.11
79Door ScheduleSOW3.3.12
80Room Finish ScheduleSOW3.3.13
81Mechanical Plans, Schedules, and DetailsSOW3.3.14
82Plumbing Riser DiagramSOW3.3.15
83Power and Lighting PlanSOW3.3.16
Does the Proposal Include the Following Calculations:
84Structural Wind/Snow Loads Structural Wind/Snow LoadsSOW3.4.1
85Heating/Ventilation LoadsSOW3.4.2
86Electrical LoadsSOW3.4.3
87Lightning Protection Risk Analysis and RecommendationSOW3.4.4
Does the Proposal Include the Following Specifications:
88Were the specs in UFGS Format?SOW3.5
89001000 EAFB Special ProvisionsSOW3.5.1
90001300 EAFB Submittal ProcedureSOW3.5.2
91Submittal ScheduleSOW3.5.3
92001700 Contract CloseoutSOW3.5.4
9301800 Ellsworth Environmental ProvisionsSOW3.5.5
94Cast-In-Place ConcreteSOW3.5.6
95CMU WainscotSOW3.5.7
96Trench DrainSOW3.5.8
97Metal Wall and Roof PanelsSOW3.5.9
98Door HardwareSOW3.5.10
99Overhead Coiling DoorsSOW3.5.11
100EarthworkSOW3.5.12
101SeedingSOW3.5.13
102Aggregate Base CourseSOW3.5.14
103Portland Cement Concrete for RoadsSOW3.5.15
104Water UtilitySOW3.5.16
105Sewer UtilitySOW3.5.17
106Gas UtilitySOW3.5.18
107HVACSOW3.5.19
108ElectricalSOW3.5.20

DESIGN REQUIREMENTS

10 Aug 2020 Solicitatio: FA4690-20-R-0005 Attachment 22

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