Am-0006_W9128F-20-R-0052.pdf
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- Solicitation number
- W9128F20R0052
About this file
This document is a request for proposals for the Air Force CyberWorx project located at the U.S. Air Force Academy in Colorado Springs, Colorado. The solicitation will close on June 11, 2020 at 2:00PM MDT and is open to both large and small businesses. The project scope includes the core and shell structure, foundations, conveyance systems, electrical and mechanical distribution, fire protection, IT infrastructure, communications, security systems, and interior design for a training facility to support air operations, cybersecurity labs, and administrative offices. Site work will include utilities, stormwater management, and security fencing. Construction must follow a 7-foot grid pattern to match the USAFA international style. Proposals will be evaluated on technical elements such as experience, approach, personnel, past performance, and schedule. Price will be evaluated separately for reasonableness and realism, with best value determined by integrating price and non-price factors. The solicitation documents can be found on SAM.gov, with proposals due to the Contracting Specialist Brian Finerty by the specified date and time.
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| File | Type | Posted |
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| Am-0005_W9128F-20-R-0052.pdf | ||
| Am-0004_W9128F-20-R-0052.pdf | ||
| Am-0003_W9128F-20-R-0052.pdf | ||
| Am-0002_W9128F-20-R-0052.pdf | ||
| BIM-4of4.zip | ZIP file | |
| BIM-2of4.zip | ZIP file | |
| BIM- 1of4.zip.docx | DOCX document | |
| BIM-3of4.zip | ZIP file | |
| Bldg2413 As-Builts.zip | ZIP file | |
| Plinth Wall As-Builts.zip | ZIP file | |
| Am-0001_W9128F-20-R-0052.pdf | ||
| DRAWINGS_W9218F-20-R-0052_CyberWorx_USAFA.pdf | ||
| SPECS_W9218F-20-R-0052_CyberWorx_USAFA-1.pdf | ||
| Site Photos (2).pdf | ||
| Site Photos (1).pdf |
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Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICITATION NUMBER
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NUMBER
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.
12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NUMBER IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
Previous edition unusable
Amendment No. 0006 W9128F
AIR FORCE CYBERWORX, XQPZ 164001, USAF ACADEMY, COLORADO
See attached documentation for content of the amendment revisions to solicitation
Date for receipt of proposals is 24 JUN 2020 at 1400 hours
Government Point of Contact: Brian Finerty, Contract Specialist, Brian.C.Finerty@usace.army.mil
U.S.ARMY CORPS OF ENGINEERS, OMAHA
Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CT-M) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919
See Item 6
W9128F-20-R-0052
06/09/2020
04/16/2020
06/09/2020
Am #0006 - 1
Am #0006 - 2 (Continuation SF 30)
9 JUN 2020
Solicitation No. W9128F 20 R 0052
Date of Issue: 16 APR 2020 New Date of Receiving Proposals: 24 JUN 2020
SUBJECT: Amendment No. 0006 to Request for Proposal Solicitation Package for Construction of AIR FORCE CYBERWORX, XQPZ 164001.
TO: Prospective Offerors and Others Concerned
1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).
a. Specifications. (Descriptive Changes.)
(1) Standard Form 1442 (SF1442), Page 00 10 00-1, item 13.A., delete the time and date for proposal receipt and substitute “1400” and “24 JUN 2020”. Revised SF1442 is attached to this amendment.
b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment. For convenience, on the revised specification pages, changes have been identified with highlighting, all portions of the revised specification pages apply regardless of whether changes are shown with highlighting.
Pages or Sections Deleted Pages or Sections Substituted or Added 01 82 00 01 82 00 01 86 10 01 86 10 01 86 13 01 86 13
c. Drawings (Reissued). The following drawings are revised with latest revision date as shown in the drawing border, and reissued with this amendment.
1. SHEET G-101, CODE ANALYSIS – FIRST LEVEL
2. SHEET G-101.1, CODE ANALYSIS – FIRST LEVEL – OPTION ITEMS
3. SHEET G-102, CODE ANALYSIS – SECOND AND THIRD LEVEL
4. SHEET G-102.1, CODE ANALYSIS – SECOND AND THIRD LEVEL – OPTION ITEMS
5. SHEET G-103, CODE ANALYSIS – AREAS
6. SHEET G-103.1, CODE ANALYSIS – AREAS – OPTION ITEMS
7. SHEET C-100, SITE LAYOUT
8. SHEET C-100.1, SITE LAYOUT OPTION ITEMS
9. SHEET C-110, SITE UTILITY PLAN
10. SHEET C-110.1, SITE UTILITY PLAN OPTION ITEMS
11. SHEET C-121, SITE GRADING AND DRAINAGE
12. SHEET C-121.1, SITE GRADING AND DRAINAGE OPTION ITEMS
13. SHEET C-601, SITE GEOMETRIC LAYOUT COORDINATE TABLES
14. SHEET C-601.1, SITE GEOMETRIC LAYOUT COORDINATE TABLES OPTION ITEMS
Am #0006 - 3
15. SHEET L-101, LANDSCAPE PLAN
16. SHEET L-101.1, LANDSCAPE PLAN – OPTION ITEMS
17. SHEET A-101, LEVEL 01 - FLOOR PLAN
18. SHEET A-101.1, LEVEL 01 - FLOOR PLAN – OPTION ITEMS
19. SHEET A-102, LEVEL 02 - FLOOR PLAN
20. SHEET A-102.1, LEVEL 02 - FLOOR PLAN – OPTION ITEMS
21. SHEET A-103, LEVEL 03 – FLOOR PLAN
22. SHEET A-103.1, LEVEL 03 – FLOOR PLAN – OPTION ITEMS
23. SHEET A-201, LEVEL 01 – REFLECTED CEILING PLAN
24. SHEET A-202, LEVEL 02 – REFLECTED CEILING PLAN
25. SHEET A-203, LEVEL 03 – REFLECTED CEILING PLAN
26. SHEET A-203.1, LEVEL 03 – REFLECTED CEILING PLAN – OPTION ITEMS
27. SHEET A-251, ROOF PLAN
28. SHEET A-251.1, ROOF PLAN – OPTION ITEMS
29. SHEET A-301, BUILDING ELEVATION – NORTH & EAST
30. SHEET A-301.1, BUILDING ELEVATION – NORTH & EAST – OPTION ITEMS
31. SHEET A-302, BUILDING ELEVATION – SOUTH & WEST
32. SHEET A-303, INTERIOR ELEVATION AND PERSPECTIVES
33. SHEET A-303.1, INTERIOR ELEVATION AND PERSPECTIVES – OPTION ITEMS
34. SHEET A-701, DOOR AND ROOM FINISH SCHEDULES
35. SHEET I-101, LEVEL 01 – FURNITURE PLAN – FOR INFORMATION ONLY
36. SHEET I-102, LEVEL 02 – FURNITURE PLAN – FOR INFORMATION ONLY
37. SHEET I-102.1, LEVEL 02 – FURNITURE PLAN OPTION ITEMS – FOR INFORMATION
ONLY
38. SHEET I-103, LEVEL 03 – FURNITURE PLAN – FOR INFORMATION ONLY
2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.
3. Electronic Proposals. Provide proposals via the instructions provided in Section 00 22 00 of the Request for Proposal.
4. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 24 JUN 2020.
Attachments:
Section 00 10 00 – SF1442 and CLIN Pricing Schedule Specifications listed in 1.b., above Drawings listed in 1.c., above
U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901
Am #0006 - 4
9 JUN 2020
nep/2160
Am #0006 00 10 00SF-1442 -Page 1
SOLICITATION, OFFER
AND AWARD
(Construction, Alteration, or Repair)
1. SOLICITATION NO.
W9128F-20-R-0052
2. TYPE OF SOLICITATION
SEALED BID (IFB)
NEGOTIATED (RFP)
3. DATE ISSUED
16 APR 2020
PAGES OF PAGES
IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.
4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.
6. PROJECT NO.
7. ISSUED BY CODE CT 8. ADDRESS OFFER TO
U.S.ARMY CORPS OF ENGINEERS, OMAHA
Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CT-M) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919
See Block 7
9. FOR INFORMATION
CALL:
A. NAME
Brian Finerty
B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS) Use Email: Brian.C.Finerty@usace.army.mil
SOLICITATION
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):
The offeror hereby agrees to do all work described in the documents entitled:
AIR FORCE CYBERWORX
XQPZ 164001
USAF ACADEMY, COLORADO
RETURN WITH OFFER: INFORMATION REQUIRED BY SECTION 00 10 00 (SF1442), SECTION 00 22 00, AND SECTION 00 45 00.
*BLOCK 13A. – REFER TO SECTION 00 22 00 FOR THE NUMBER OF COPIES TO BE SUBMITTED WITH THE ORIGINAL OFFER.
THIS SOLICITATION IS UNRESTRICTED.
11. The Contractor shall begin performance within 10 calendar days and complete it within ** calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (** - See CLIN Pricing Schedule)
12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
(If "YES," indicate within how many calendar days after award in Item 12B.)
YES NO
12B. CALENDAR DAYS
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A. Sealed offers in original and * copies to perform the work required are due at the place specified in Item 8 by 1400 (hour) local time 24 JUN 2020. If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
B. An offer guarantee is is not required.
C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D. Offers providing less than ___180___ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.
NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442(REV. 4-85)
Prescribed by GSA FAR(48 CFR) 53.236-1(e)
Am #0006 00 10 00SF-1442 -Page 2
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)
DUNS Number:
16. REMITTANCE ADDRESS (Include only if different than Item 14)
CODE FACILITY CODE
17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within 180 calendar days after the date offers are due.
AMOUNTS
SEE ATTACHED CLIN PRICING SCHEDULE
Contractor’s Fax No. CAGE CODE Contractor’s E-Mail address
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGMENT OF AMENDMENTS
(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)
AMENDMENT NO.
DATE
20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER
(Type or print)
20B. SIGNATURE 20C. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN
(4 copies unless otherwise specified)
ITEM
25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )
26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY
U.S. Army Engineer District, Omaha 1616 Capitol Ave.
Omaha, Nebraska 68102-4901
USAED Omaha c/o USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,
(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.
29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation, is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED
TO SIGN (Type or print)
31A. NAME OF CONTRACTING OFFICER (Type or print)
30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA
BY
31C. AWARD DATE
STANDARD FORM 1442 BACK (REV. 4-85)
CLIN SCHEDULE 00 10 00 – 3 W9128F-20-R-0052
CONTRACT LINE ITEM PRICING SCHEDULE
ITEM
NO.
DESCRIPTION QTY UNIT UNIT
PRICE
AMOUNT
BASIC ITEMS
0001 Entire work complete for Design of Air Force CyberWorx at USAFA, Colorado excluding design identified in option CLIN below
1 Job XXX $_____________________
0002 Entire work complete to Construct Air Force CyberWorx at USAFA, Colorado to the five foot line excluding items listed separately below (See Note No. 7)
1 Job XXX $_____________________
0003 Entire work complete to Construct site work beyond the five foot line excluding items listed separately below (See Note No. 7)
1 Job XXX $_____________________
0004 Entire work complete for Colorado Springs Utility Electrical Connection
1 Job XXX $ 150,000.00
TOTAL BASIC AMOUNT $_____________________________
OPTION ITEMS
[Option]
Entire work complete for Demolition of Building 2413
1 Job XXX $_____________________
[Option]
Procure and Install CCTV system equipment and devices
1 Job XXX $______________________
[Option]
Procure and Install Intrusion Detection System
1 Job XXX $______________________
[Option]
Procure and Install Electronic Security System
1 Job XXX $______________________
[Option]
Procure and Install Furniture, Fixtures, and Equipment (FF&E)
1 Job XXX $______________________
[Option]
Additional cost to design of Option Items listed below
1 Job XXX $______________________
[Option]
Additional cost to construct marble banding in lieu of white cast-in-place concrete
1 Job XXX $______________________
Am #0006
CLIN SCHEDULE 00 10 00 – 4 W9128F-20-R-0052
[Option]
Additional cost to construct granite cladding of north face of new plinth wall in lieu of concrete coloring
Job
XXX
Additional cost to construct additional facility bays (approximately 1,394 square meters) (See Note No. 8) mezzanine level between column lines YY and A
Additional cost to construct granite cladding of north face of old plinth wall aluminum fins (See Note No. 9)
Additional cost to construct Murano mosaic glass tile in lieu of colored aluminum panels
Additional cost to construct Cable Net Wall System in lieu of clear anodized aluminum curtainwall system with mullions
Additional cost to construct marble main staircase in lieu of stained concrete filled metal pan stair treads at Stair 1
NOT USED
electrical enhancements for Rooms 115, 120, 206, 217, 218, 301, 302, 303 and 312
Additional cost to construct secured area rooms 117, 118, and 119
Entire work complete for BUILDER data collection and input as described in Section 01 33 39.00 10
TOTAL AMOUNT (BASIC PLUS OPTIONS) $_________________________________
OFFEROR'S NAME: ____________________________
Proposed Contract Duration in Calendar Days After the Notice to Proceed is Received: ____________ DAYS
CLIN SCHEDULE 00 10 00 – 5 W9128F-20-R-0052
(See Note No. 5)
NOTES:
1. Options will be evaluated in accordance with FAR provision 52.217-5 “Evaluation of Options” and as described below:
FAR 52.217-5 Evaluation of Options (Jul 1990)
Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options identified below to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).
Options to be evaluated for award purposes: Items No. 0010, 0013, 0014, 0016, 0018, 0021, and 0022
2. The Government reserves the right to exercise the options items according to the following schedule of days after issuance of Notice to Proceed (NTP) below:
Option Items No. Calendar Days after Issuance of NTP to Exercise 0010, 0013, 0014, 0016, 0018, 0022 30 0017, 0021 90 0009, 0011-0012, 0019 180 0005-0008, 0015, 0023 270
3. Prices must be entered for all items of the schedule. Total amounts submitted without prices being entered on individual items will be rejected. Additions will be subject to verification by the Government. In case of variation between the lump-sum prices and the total amount, the lump-sum prices will be considered the price submitted.
4. A modification to a proposal which provides for a single adjustment to the total amount submitted, should state the application of the adjustment to each respective lump-sum price affected.
5. The Offeror shall propose a total integrated contract duration in number of calendar days after the Notice to
Proceed (NTP) is received by the Contractor, whether via electronic means or hard copy, whichever is the earliest method of delivery. The total number of proposed calendar days shall include design and construction through completion, ready for turnover. The proposed duration shall become the required contract. The Government may issue the NTP via e-mail or Facsimile (FAX) or by other means. Day number 1 is the day after the date of receipt of the NTP. See SECTION 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL
CONTRACT REQUIREMENTS: COMMENCEMENT, PROSECUTION AND COMPLETION OF
WORK.
6. Submit a Supplemental Price Breakdown for the “TOTAL BASIC AMOUNT” in the Pricing Schedule.
Include Offeror name, project title and project location on each page of the price breakdown. See Supplemental Price Breakdown of Pricing Schedule template on the following page. See Section 00 22 00 PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA AND BASIS OF AWARD for submission requirements.
7. The price listed for this line item should only include the price necessary to design/construct the basic bid structure and site work as identified in the plans and specifications.
8. The price listed for this item should include all costs associated with the construction of the additional bays to include, but not limited to, increased mechanical systems, electrical systems, communications systems, and changes in site work. Absolutely no costs associated with the work necessary for the construction and function of the additional bays should be included in the basic bid line items.
9. Additional cost should account for a reduction in HVAC systems due to the solar shielding provided by the aluminum fins.
CLIN SCHEDULE 00 10 00 – 6 W9128F-20-R-0052
SUPPLEMENTAL PRICE BREAKDOWN OF PRICING SCHEDULE TEMPLATE
TOTAL WITH MARKUPS AMOUNT TO EQUAL TOTAL BASIC AMOUNT
AS INDICATED ON PAGE 3 OF THIS SECTION 00 10 00
DIVISION MASTERFORMAT 2016 DESCRIPTION UNIT AMOUNT
01 GENERAL REQUIREMENTS (minus item 0101) LS $_______________
0101 01 33 29.05 20 Sustainability Documentation LS $_______________
02 EXISTING CONDITIONS LS $_______________
03 CONCRETE LS $_______________
04 MASONRY LS $_______________
05 METALS LS $_______________
06 WOOD, PLASTICS, AND COMPOSITES LS $_______________
07 THERMAL AND MOISTURE PROTECTION LS $______________
08 OPENINGS LS $_______________
09 FINISHES LS $_______________
10 SPECIALTIES LS $______________
11 EQUIPMENT LS $_______________
12 FURNISHINGS LS $_______________
13 SPECIAL CONSTRUCTION LS $_______________
14 CONVEYING EQUIPMENT LS $_______________
21 FIRE SUPPRESSION LS $_______________
22 PLUMBING LS $______________
23 HEATING, VENTILATING, AND AIR CONDITIONING LS $_______________
25 INTEGRATED AUTOMATION LS $_______________
26 ELECTRICAL LS $_______________
27 COMMUNICATIONS LS $_______________
28 ELECTRONIC SAFETY AND SECURITY LS $_______________
31 EARTHWORK LS $_______________
32 EXTERIOR IMPROVEMENTS LS $_______________
33 UTILITIES LS $_______________
34 TRANSPORTATION LS $_______________
Total Price Breakdown Amount
Prime Contractor Markups:
--G&A General and Administrative Expense $ ______________ --FOOH Field Office Overhead not defined by Division -01 $ ______________ --PROFIT Profit $ ______________ --P&PB Performance and Payment Bond $ ______________
TOTAL WITH MARKUPS
All items must be entered in dollars.
“TOTAL WITH MARKUPS” from this Price Breakdown must match the “TOTAL BASIC
AMOUNT”.
Air Force CyberWorx US Army Corps of Engineers US Air Force Academy, CO XQPZ164001
Section 01 82 00 Page 1
SECTION 01 82 00
ARCHITECTURAL BUILDING REQUIREMENTS
PART 1 GENERAL
1.1 REFERENCES
The design publications listed below shall be used as sources of criteria for the architectural design. The most current edition of the code or standard shall be used as criteria for the design. The criteria from these sources may be supplemented but not supplanted, by applicable criteria contained in nationally recognized codes and standards.
U.S. DEPARTMENT OF DEFENSE (DOD)
UFC 1-200-01 General Building Requirements, dated 08 October 2019
UFC 1-200-02 High Performance and Sustainable Building Requirements, with Change 4, dated 01 October 2019
UFC 3-110-03 Roofing, with Change 4, dated 29 October
UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, December 12, 2018
MIL HDBK 1190 Facility Planning and Design Guide (1987 or most current issue)
U.S. DEFENSE INTELLIGENCE AGENCY (DIA)
ICD 705 Sensitive Compartmented Information Facilities (May 2010)
ICS 705-1 Physical and Technical Standards for Sensitive Compartmented Information Facilities
ICS 705-2 Standards for the Accreditation and Reciprocal Use of Sensitive Compartmented Information
IC Tech Spec – for ICD/ICS 705 Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities, Version
1.4 (28 September 2017)
Section 01 82 00 Page 2
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1910 Occupational Safety and Health Standards
U.S. AIR FORCE ACADEMY
IFS USAFA Installation Facility Standards
1.2 PURPOSE OF THE FACILITY
A properly sized and configured Air Force CyberWorx is required to support training of cadet candidates, permanent party, other governmental partners and business partners. The goal is to achieve the unity of effort required to prevent malicious, covert attempts to interrupt and compromise the functional capacity of the DoD networks. The process of monitoring, identifying, and countering these attacks will require a collaborative environment within which elements of all cyber activities can be represented, in a collocated manner while executing passive, active, and defensive network operations. This facility will incorporate new technologies and processes that will generate beneficial synergies through integration and collaboration. Through an open work environment that incorporates scalable, reconfigurable work spaces, cyber assets will be able to achieve both actual and virtual collaboration while maintaining their functional discipline.
1.3 FUNCTIONAL PLAN REQUIREMENTS
1.3.1 Facility Design
The CyberWorx facility and site design have been developed in conjunction with preparation of this design/build RFP and approved by the Air Force Academy. The Air Force Academy has determined that this solution meets the User's needs and USAFA aesthetic standards and requirements for this project. It is important that the proportional integrity of the design be maintained, however, minimal design alterations which only slightly modify the furnished solution, will be reviewed for their design merits against the furnished criteria and may be accepted subject to Government approval.
The canopy design shall comply with all standards referenced within paragraph 1.1 of this section 01 82 00.
1.3.2 Antiterrorism/Force Protection
This facility shall follow the requirements of UFC 4-010-01, DoD Minimum Antiterrorism Standards for New construction facilities.
1.3.3 DESIRED IMAGE AND ARCHITECTURAL COMPATABILITY
Architectural Uniqueness: This facility will use USAFA design standards as the basis for the design. However, the scale of the building will not allow a copy of adjacent buildings. USAFA desires a facility that will look like a logical extension of the original design of the Cadet Area.
The building should be considered as a 'pavilion' on a raised plinth
Section 01 82 00 Page 3 above the parade field. Additionally, the building exterior design shall project an exciting image commensurate with the creative work being done in the facility. Likewise, the interior shall encourage creativity and collaboration though its design similar to creative environments at Google or Walt Disney Imagineering as examples.
1.4 TECHNICAL SPECIFICATIONS
UFGS specifications are required and the technical specifications shall be developed and coordinated with the drawings to accurately and clearly identify the selected products and installation requirements proposed for this facility.
Certain specifications, deemed critical to the project, have been included herein. Where requirements are not covered in the guide specifications, specification sections shall be prepared to cover those subjects and shall be in the same format as the RFP and UFGS specifications.
1.5 TYPE AND METHOD OF CONSTRUCTION
1.5.1 Facility Construction
The facility shall be designed as permanent construction. The definition of permanent construction per MIL HDBK 1190 is, "Buildings and facilities designed and constructed to serve a life expectancy of more than 50 years, should be energy efficient, and must have finishes, materials, and systems selected for low maintenance and low life-cycle cost." Reference UFC 1- 200-02 High Performance and Sustainable Building Requirements for additional design criteria.
Types and methods of construction limited to the criteria established in this section and all other sections of the RFP shall meet all governing code applications.
Where wood construction is used, such as at roof cant strips, wood products shall be treated. Primarily, wood shall be used in an ancillary use (blocking, etc.), not as a prime construction material, and only in applications specifically permitted by the IBC for the designated construction type.
Methods, materials, systems, etc. shall be of a quality that requires little or no maintenance.
1.5.2 Exterior Finish Materials
Exterior materials have been selected to be compatible with other facilities at the Air Force Academy. Finish materials shall be provided on the basis of the criteria outlined in the USAFA design guides and standards. The Contractor shall not change the exterior material selections or colors indicated herein without specific approval by an authorized government representative and the USACE.
1.5.3 Exterior Wall System
See Section 01 83 00 STRUCTURAL REQUIREMENTS for the structural requirements of the exterior walls and canopies. Exterior Wall Sheathing
Section 01 82 00 Page 4 shall be attached to the framing and/or structural substrate. The exterior finish shall be prefinished metal panels with a clear anodized finish and accent panels with custom color that match's the Cadet area color “blue.”
Air Barrier System:
Provide continuous air barrier system. All six sides of the building must have a continuous air barrier system that will be tested in accordance with UFGS 07 27 10.00 10 Building Air Barrier System and tested in accordance with UFGS 07 05 23 Pressure Testing an Air Barrier System for Air Tightness. Air barrier system must be accounted for in the below grade areas of this building as well as the overhang area. Contractor shall provide all adequate details for the construction and testing of the air barrier system. Air barrier system must adequately interface with roofing systems and window wall systems.
Metal Wall Panels:
Panels shall be a composite aluminum and shall have a clear anodized finish and accent wall with prefinished color as indicated on the drawings. Contractor shall provide a 24"x24" sample submitted to the Government for final approval. Panels shall consist of a minimum .020 face sheet with manufacturer's standard Anodized finish. Panels shall have the standard manufacturer’s backer sheet with an extruded thermoplastic core formed in a continuous process. Total panel thickness shall have a minimum 0.16 in (4mm) thickness. 1 1/2" overall panel thickness with dry set recessed panel joint cover installed, shall be installed over a solid substrate, which shall be plum and level to within 1/8" in 10'-0" (non-accumulative). Furnish with manufacturers standard trim and flashing components. All joint patterns indicated on drawings must be maintained.
Exterior Mosaic Tile Optional Bid Item (OBI # 16):
Mosaic tile to be Venetian fractured glass mosaic tile to match the original tile in the USAFA Cadet area. Standing format pattern, blue color and 1/4"x1/2” size to match the original tile. The grout to blend with tile color.
Tile adhered to exterior glass mat sheathing over exterior wall system.
Exterior Glazing:
Exterior insulated laminated glass required to comply with force protection requirements. The thickness of the laminated glass is dependent on the size of the glass pane. Color to be solar gray per the USAFA IFS.
Exterior Wall Systems:
Aluminum Curtain Wall system with both outside glazed, captured mullions and structural silicone glazed mullions.
Aluminum Storefront System with center glazed captured mullions.
Exterior Windows shall be designed to resist the applicable explosive weights at the available standoff distances and shall comply with the provisions of UFC 4-010-01.
Finish – Clear anodized aluminum.
Section 01 82 00 Page 5
Exterior Curtain Wall System Optional Bid Item (OBI # 17):
Exterior frameless curtainwall system.
Tension façade system - The cable net system to be a two-way net spanning both vertical and horizontal. Glass panels mounted by the use of custom patch fitting clamps made of stainless steel.. Cables up to 1.25” diameter and tensioned up to 60kips each.
The tension structure to meet high performance requirements for seismic loads, live and dead loads, and wind loading, including USAFA wind requirements. Larger patch fittings to be used at the four-way intersections and smaller fitting to be used at the intermediate locations to reduce defection.
Coordination with Security Forces will be required to meet any additional requirements.
Exterior Aluminum Fin System Optional Bid Item (OBI # 16):
Clear anodized aluminum fins with custom shape. Externally mounted to structure at top and bottom with metal brackets. Additional mid-span supports may be required.
Fins to have a curved, tapered edge.
1.5.4 Roof System
The roofing system shall consist of a Thermoplastic polyolefin (TPO) single-ply roofing membrane minimum 72 mil (light grey), or other roofing material identified below, over cover board per UFC 3-110-03. Provide rigid insulation under underlayment (R38 min.) The system shall be installed over steel roof decking and support structure having a 1/2 inch per foot minimum slope. The roof system shall be rated for a 110 MPH wind speed with a 20 year warranty. The roof system shall be designed in a manner that no visible edges or ridges are noticeable by approaching vehicles. A vapor barrier shall not be required unless requirement is needed to meet any warranties. Otherwise a vapor barrier shall be installed between the roof deck and the roofing membrane consistent with the roofing manufacturer's recommendations as required for a 20 year roofing warranty that is rated for 110 MPH wind speeds.
The following roofing systems are allowed by the USAF Academy and UFC 3- 110-03:
Asphalt BUR Membrane, modified, granules, white finish.
Theroplastic Polyolefin (TPO), single ply roofing membrane, min. 72 mil, light grey finish.
Contractor shall refer to UFC 3-110-03 Roofing, and coordinate with a Government representative and the USAF Academy with any conflicts with the roofing design.
The roof drain system shall be internal, with roof drain leaders integrated into the wall and column system (Down spouts are not permitted).
Design shall limit penetrations and flashings in order to minimize
Section 01 82 00 Page 6 potential roof leakage. Where possible, roof drains shall be located outside of shaded areas and snow drifting locations.
Safety Equipment Attachments: Permanent roof anchors for Fall Arrest Safety Equipment "tie-offs" shall be provided and installed by the roofing manufacturer as part of the roofing system. The fall arrest anchor attachments need to comply with OSHA 29 CFR 1910 for spacing between units and provide support for the overall absorbed weight displacement experienced during a fall event. The anchors need to be constructed of a non-corrosive material that is compatible with the roofing products and finished to match the color of the coping.
1.5.5 Interior Modular Glass Partitions
Integrated prefab construction, glass fronts, 1/4" thick clear tempered glass, center mount, slim profile, unitized, clear anodized frame finish.
Glass partitions are to be installed within finished, framed openings. The finished, framed openings including headers, gypsum board and paint are to be part of the basic items.
1.5.5.1 Optional Bid Items
OBI # 9 Glass Partitions on Levels 1, 2, 3 between grid lines A and G.
OBI # 13 Glass Partitions on Levels 2, 3 between grid lines XX and A.
OBI # 14 Glass Partitions on Mezzanine Level 3.5 between grid lines XX and A.
1.5.6 Interior Caulking and Sealants
For general interior applications sealant shall be an acrylic polymer sealant complying with ASTM C 834.
Interior Traffic Locations
For joints in horizontal surfaces, provide ASTM C 920, Type C, Type S or M, Grade P, Class 25, Use T.
1.5.7 Doors
Exterior Doors:
Standard glass doors per window wall system manufacturer. Glazing and frame to match the window wall system.
Exterior doors shall be designed to resist the applicable explosive weights at the available standoff distances and shall comply with the provisions of Standards 12, of UFC 4-010-01.
Glazed Retractable Exterior Door - All Glass Single Track Sliding Glass Panel System, Weather Protected, with 9/16” laminated glass similar to ClimaClear by NanaWall. Panel widths to match the window wall system above. Doors shall comply with the provisions of Standard 12, of UFC 4-010-01.
Interior Doors:
Aluminum framed fully glazed doors, narrow stile frame, with single layer of tempered glass.
Section 01 82 00 Page 7
Solid core door with wood veneer. 1-3/4” thick. Transparent finish.
Interior Overhead Doors Optional Bid Item (OBI # 13):
Skyfold Overhead Doors – Two leaf foldaway counterweight balanced door, fully glazed with tempered glass, motorized. Frame finish powder coated to match interior aluminum storefront frame finish (clear anodized).
Interior Glass Folding Partition Optional Bid Item (OBI # 13):
Aluminum framed monumental folding panel system, glass wall system, with swing panel entry door. Tempered glass. Similar to NanaWall SL45
Operable panel partition, fabric finish, STC rating of 50. Similar to Hufcor Series 600.
Door Hardware
Provide cylinders and cores for new locks, including locks provided under other sections of this specification. Cylinders and cores shall have six pin Yale series tumblers. Cylinders shall be products of one manufacturer, and cores shall be the products of one manufacturer.
Hardware core system shall be master keyed to this facility only.
Keying to match USAFA master keying system.
Provide lever handles in lieu of knobs.
Hardware shall have BHMA 630 finish (satin stainless steel). Provide items not manufactured in stainless steel in BHMA 626 finish (satin chromium plated) over brass or bronze. Both interior and exterior door hinges shall be stainless steel with BHMA 630 finish. Hardware for aluminum doors shall be finished to match the doors.
1.5.8 Interior Wall Finishes
Paint:
In addition to requirements specified elsewhere for environmental protection, provide coating materials that conform to the restrictions of the local Air Pollution Control District and regional jurisdiction, and UFC 1-200-02, High Performance and Sustainable Building Requirements.
EXTERIOR PAINT
STEEL / FERROUS SURFACES
A. New Steel that has been hand or power tool cleaned to SSPC SP2 or SSPC
SP 3
1. ALkyd; MPI REX 5.1D-G5 Primer: Intermediate: Topcoat:
MPI 134 MPI 11 MPI 11
INTERIOR STEEL / FERROUS SURFACES
A. Metal, Mechanical, Fire extinguishing sprinkler systems exposed to view including valves, conduit, hangers, supports. Surfaces adjacent to painted surfaces (Match surrounding finish), and miscellaneous metal items not otherwise specified except floors, hot metal surfaces, and new
Section 01 82 00 Page 8
Prefinished equipment:
1. High Performance Architectural Latex MPI INT 5.1R-G5 (Semigloss)
MPI 79 MPI141 MPI 141
Miscellaneous non-ferrous metal items not otherwise specified except floors, hot metal surfaces, and new prefinished equipment. Match surrounding finish:
1. High Performance Architectural Latex MPI INT 5.4F-G5 (Semigloss)
MPI95 MPI141 MPI141
INTERIOR GYPSUM BOARD
New Wallboard not otherwise specified:
New; MPI INT 9.2M-G3 (Eggshell) Primer: Intermediate Topcoat:
MPI50 MPI145 MPI145
Other:
See Spec Section 018400 Interior Design Requirements for other interior wall finishes.
1.5.9 Floor Finishes
See Spec Section 018400 Interior Design Requirements.
1.5.10 Floors
Concrete slab on grade, provide Class B, five-ply vapor barrier/retarder under the floor slab to comply with ASTM E 1745.
Concrete topping on metal deck.
Raised access floor system, 2’-0” high, 24’x24” size, with cementitious filled trays (Level 03 only). Finished elevation of raised floor to match height of adjacent floors.
Refer to Section 01 83 00 STRUCTURAL REQUIREMENTS for floor loading requirements.
1.5.11 Stairs
[*Am-6]
STAIR 1 Atrium:
Atrium - An opening connecting two or more stories per 2018 IBC Section 202
Automatic Sprinkler Protection - To be provided per 2018 IBC Section 404.3
Fire Alarm System - To be provided per 2018 IBC Section 404.4
Fire Rated Smoke Curtain - Electrically operated automatic smoke containment barrier to provide smoke and fire protection. The
Section 01 82 00 Page 9 fire rated smoke curtain to be 1-hour rated per 2018 IBC 404.6.
Locate on Level 03 to separate the vertical opening of Stair 1 from Level 03
Fire Barriers - Not required between the atrium and the adjoining spaces where the atrium is not required to be provided with a smoke control system per 2018 IBC Section 406.4, Exception 4.
Smoke Control Systems:
Not required for atriums that connect only two stories per 2018 IBC Section 404.5, Exception
STAIR 2 & 3
Stair Enclosures: Stairs used as a component in the means of egress shall conform to the general requirements of NFPA 101 Chapter 7 Section 7.1 and to the special requirements of 7.2.2
1.6 FUNCTIONAL REQUIREMENTS
1.6.1 Equipment and Furnishings
Contractor Furnished and Contractor Installed equipment within this facility shall include all items fastened to the building structure. This includes but is not limited to:
Electronic Security System (rough-in only) CCTV system (rough-in only) Miscellaneous Metals Shelving & racks Exterior Signage
1.6.2 Occupational Safety and Health
Building design shall comply with OSHA Occupational Safety and Health
Standards criteria for all items which must be included in the design to ensure safety compliance.
1.6.3 Handicapped Accessibility
The entire facility shall comply with all handicap accessibility requirements. Handicapped facilities shall be in compliance with the requirements of the, American with Disabilities Act, Architectural Barriers Act (ABA), and ICC ANSI A117.1 Accessible and Usable Buildings and Facilities. In situations where conflicts exist between UFAS and ADA/ABA requirements, the more stringent requirement shall govern.
Main Elevator - The facility to have one elevator. Design per UFC 3-490-
06. Three stops. One opening per floor. Machine-room-less elevator. 8 foot high door openings.
Mezzanine Elevator (OBI # 14)
As part of the mezzanine addition a second elevator is to be provided to access the mezzanine on the third floor from the third floor level only. Two stops. One opening per stop. 7 foot high door openings.
Section 01 82 00 Page 10
Design per UFC 3-490-06 with the following exceptions:
Machine-room-less elevator.
Pit-less elevator.
Glass walls to allow views through exposed structural frame.
1.6.4 Security
Refer Section 01 86 26 Electrical Requirements
1.6.5 Secured Area (OBI # 22)
Secured Area on level 1 to be constructed to the following standard: ICD 705 Sensitive Compartmented Information Facilities.
1.6.6 Miscellaneous
1.6.6.1 Site Signage
Refer to Section 01 89 00 SITE WORK REQUIREMENTS for road signage requirements.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
-- End of Section --
Section 01 86 10 Page 1
SECTION 01 86 10
MECHANICAL REQUIREMENTS
PART 1 GENERAL
1.1 MECHANICAL SYSTEMS CRITERIA
1.1.1 General Parameters/References
The publications are referred to in the text by basic designation only.
The latest edition of the following standards and codes in effect and amended as of date of supplier's proposal, and any subsections thereof as applicable, shall govern design and selection of equipment and material supplied unless stated otherwise in any other applicable criteria. Where conflicts in criteria exist, the most stringent requirement shall apply.
Other pertinent building codes and/or Air Force criteria not listed below shall be applied as applicable.
American Conference of Government Industrial Hygienists (ACGIH Industrial Ventilation: A Manual of Recommended Practice)
American Society for Testing and Materials (ASTM) publications - A53.
American Society of Heating, Refrigerating, and Air Conditioning Engineers (ASHRAE), the following:
Guides:
Terminology of HVAC&R, 2nd Edition; Guideline 1, The HVAC Commissioning Process;
Guideline 3, Reducing Emission of CFC Refrigerants in Refrigeration;
Guideline 12, Minimizing the Risk of Legionellosis Associated with Building Water Systems.
Guideline 13, Specifying Direct Digital Control
Handbooks:
2017 Fundamentals 2016 HVAC Systems & Equipment 2015 HVAC Applications 2018 Refrigeration
[*Am-6] <text deleted>
Practices:
ASHRAE Terminology of HVAC&R, 8th Edition, 2013; Pocket Guide for Air Conditioning
Standards:
15-2013, Safety Standard for Refrigeration Systems 55a-2013 Thermal Environmental Conditions for Principals of
Section 01 86 10 Page 2
Heating, Ventilating and Air Conditioning 62.1-2013 Ventilation for Acceptable Indoor Air Quality 90.1-2013 Energy Standard for Buildings Except Low-Rise Residential Buildings 52.2-2007 Method of Testing General Ventilation Air Cleaning Devices for Removal Efficiency by Particle Size 129-1997 Measuring Air Change Effectiveness 183-2007 Peak Cooling and Heating Load Calculations in Buildings 189.1-2014 Standard for the Design of High-Performance Green Buildings
American National Standards Institute (ANSI) publications - A117.1- 1998 Guidelines for Accessible and Usable Buildings and Facilities, ICC/ANSI; Z83.6, 61; Section 8 & 9; and A13.1 Schemes for Identification of Piping Systems; Z223.1.
American Society of Mechanical Engineers (ASME), 22 Law Drive, P.O.
box 2900, Fairfield, N.J. 07007-2900, including CSD-1 Controls and Safety Devices for Automatically Fired Boilers where applicable.
American National Standards Institute (ANSI) - Z358.1 Emergency Eyewash & Shower Equipment
Architectural Barriers Act (ABA) Accessibility Guidelines Supplement.
Corps of Engineers Omaha District Design Guide (ODDG)
Director of Central Intelligence Directive (DCID) No. 6/9 - 18 November 2002.
Energy Independence and Security Act (EISA) of 2007
Energy Policy Act of 2005 (Public Law 109-58)
Federal Register/Volume. 46, No. 222.
Instrument Society of America Standard (ISA S75.01).
Intelligence Community Directive (ICD) 705 of 2010 - Sensitive Compartmental Information Facilities
National Electrical Safety Code, IEEE
National Fire Codes (NFPA), with most current updates, unless stated otherwise in any other applicable criteria, including but not limited to:
NFPA 3: Standard for Commissioning of Fire Protection and Life
Safety Systems, 2018 edition [*Am-6] <text deleted>
National Sanitation Foundation.
Safer Drinking Water Act (SDWA) of 1998
SMACNA - HVAC Systems - Duct Design
SMACNA - HVAC Duct Construction Standard - Metal and Flexible, 2nd
Section 01 86 10 Page 3
Edition
Underwriters Laboratories (UL 142), (UL 441)
UFC 1-200-01, General Building Requirements (10-08-2019)
UFC 1-200-02 High Performance and Sustainable Building Requirements including Change 4 (10-01-2019)
UFC 3-310-04, Seismic Design for Buildings including Change 1 (06-20- 2016)
UFC 3-600-01, Fire Protection Engineering for Facilities including Change 4 (02-07-2020)
UFC 3-400-02, Engineering Weather Data(09-20-2018)
UFC 3-401-01, Mechanical Engineering including Change 1 (10-01-15)
UFC 3-410-01, Design: Heating, Ventilating and Air Conditioning including Change 5 (11-01-2019)
UFC 3-410-02, Direct Digital Control for HVAC and Other Building Control Systems including Change 1 (03-02-2020)
UFC 3-420-01, Design: Plumbing Systems including Change 11 (11-01- 2019)
UFC 3-420-02FA, Compressed Air including change 1, December 2007
UFC 3-450-01, Noise and Vibration Control (05-15-2003)
UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, includes Change 1 (12-12-2018)
UFC 4-010-06, Cybersecurity of Facility-Related Control Systems includes Change 1 (01-18-2017)
International Building Code (IBC), 2018 (Refer to UFC 1-200-01 for correct usage)
International Fuel Gas Code (IFGC) 2018 (Refer to UFC 1-200-01 for
International Mechanical Code (IMC), 2018 (Refer to UFC 1-200-01 for
International Plumbing Code (IPC), 2018
U.S. DEFENSE INTELLIGENCE AGENCY (DIA)
ICD 705 Sensitive Compartmented Information Facilities (May 2010)
1.2 GENERAL REQUIREMENTS
The mechanical design shall consist of heating, ventilating, and
Section 01 86 10 Page 4 air-conditioning (HVAC), HVAC controls, and plumbing. Drawings, specifications, design analysis and calculations shall be provided as required for the proposal. The 60 percent design and the Final design submittals shall be in accordance with Section 00 22 00 - PROPOSAL SUBMISSION REQUIREMENTS, Section 01 33 00.36 60 PERCENT DESIGN REQUIREMENTS, and Section 01 33 00.38 - 100 PERCENT DESIGN REQUIREMENTS.
This chapter contains instructions and engineering requirements for the mechanical design of the following:
Equipment Identification and Abbreviations.
Identification of Piping.
Seismic Protection for Mechanical Piping, Ductwork, and Equipment.
Thermal Insulation of Mechanical Systems.
Plumbing System.
Heating and Chilled Water Circulation Systems.
Air Supply Distribution Systems.
Mechanical Ventilation and Exhaust Systems.
Building Temperature Control Systems.
Testing, Adjusting, and Balancing of HVAC Systems.
Commissioning of HVAC Systems and Domestic Hot Water Systems.
Operation and Maintenance Requirements.
Energy Cost Budget (ECB) Compliance Check.
Technical Specifications.
1.2.1 General Mechanical Design and Installation Criteria
a. Provide Basis of Design Narrative per requirements of UFC 3-401- 01.
b. Provide building mechanical systems, complete and ready for operation. The design and installation of all mechanical systems, including manufacturer's products, shall meet the instructions and requirements contained herein and the requirements of the referenced technical guide specifications. Where conflicts between these instructions and the guide specifications or above mentioned criteria exist, these instructions shall take precedence. Any installation requirements within these instructions, but not contained in the specifications, shall be added to the specifications or shown on the drawings.
c. Mechanical designs shall give maximum consideration to the comfort of the occupants. The design shall also be economical, maintainable, energy conservative and shall take into account the functional requirements and planned life of the facility.
Mechanical designs shall also consider life cycle operability, Section 01 86 10 Page 5 maintenance and repair of the facility and real property installed equipment components and systems. Ease of access to components and systems in accordance with industry standards and safe working practices is a design requirement. All like equipment and accessories shall be from a single manufacturer.
d. Standard Products - Material and equipment shall be a standard product of a manufacturer regularly engaged in the manufacture of the product and shall be essentially duplicate items that have been in satisfactory use for at least 2 years prior to bid opening. The label or listing of the Underwriters Laboratories, Inc., will be accepted as evidence that the materials or equipment conform to the applicable standards of that agency. In lieu of this label or listing, a statement from a nationally recognized, adequately equipped testing agency indicating that the items have been tested in accordance with required procedures and that the materials and equipment comply with all contract requirements will be accepted.
e. Calculations shall be provided for all mechanical systems.
Heating and cooling calculations may be provided by computer analysis i.e., Elite Software Inc., Trane Trace Load 700, Carrier E20-II Hourly Analysis Program (HAP), etc. Heat Loss calculations shall use actual design U-values.
f. This project shall be designed and constructed in accordance with the EPAct 2005, ASHRAE 90.1-2013, EO 13693, and UFC 1-200-02. This building shall achieve an energy consumption level that is at least a minimum of 30 percent below the baseline level per ASHRAE
90.1. Energy consumption levels for both the baseline building and the proposed building shall be determined by using the Performance Rating Method found in ASHRAE 90.1 Appendix G except the formula for calculating the Performance Rating in paragraph G1.2 of ASHRAE 90.1 shall be modified as required in UFC 1-200-02.
Submit detailed calculations, generated…
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