W912PP210009_DTRA Admin Bldg_Amendment 0004.pdf
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- Solicitation number
- W912PP21R0009
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This solicitation is for the design and construction of a new administrative office building for the Defense Threat Reduction Agency (DTRA) located at Kirtland Air Force Base in Albuquerque, New Mexico. The project involves constructing a three-story, 7,164 square meter (77,110 square foot) building to house the DTRA Albuquerque Administrative Office. Additional work includes installing solar parking canopies and constructing new pavement, curb, and gutter. The project budget is estimated between $25 million to $75 million. The solicitation will use a best value tradeoff source selection process with evaluation criteria defined in the solicitation package. The contract type will be firm-fixed-price. Proposals are due March 1, 2021 with contract award subject to funding availability. Offerors must register with the System for Award Management and beta.sam.gov to receive solicitation documents and submit proposals for this requirement issued by the U.S. Army Corps of Engineers Albuquerque District.
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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 telegram 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 your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter 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 NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICITATION
NO.
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NO.
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 ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. 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 NO.
IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, 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 (No., 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)
NSN 7540-01-152-8070
Previous edition unusable
PROJECT: Design Bid Build FY 21 DTRA Albuquerque Administrative Office Building, Kirtland Air Force Base, Bernalillo County, New Mexico
1. This is Amendment No. 0004 to Solicitation No. W912PP21R0009. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.
U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE
CORPS OF ENGINEERS
4101 JEFFERSON PLAZA, N.E.
ALBUQUERQUE, NEW MEXICO 87109-3435
W912PP21R0009
1 1
03/01/2021
01/15/2021
W912PP21R0009
AMENDMENT No. 0004
Page 2a of 2
2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.
Delete Page Insert Page
TABLE OF CONTENTS, PAGES 2-5
(PAGES 4-7 OF VOL 1
SPECIFICATIONS)
TABLE OF CONTENTS, PAGES 2-5
00 22 16 SUPPLEMENTARY INSTRUCTIONS,
PAGE 42 OF 118 (PAGE 55 OF VOL 1
SPECIFICATIONS)
00 22 16 SUPPLEMENTARY INSTRUCTIONS,
SUBMITTAL REGISTER, PAGE 33 (PAGE 219
OF VOL 1 SPECIFICATIONS)
SUBMITTAL REGISTER, PAGE 33
05 30 00 STEEL DECKS, PAGES 4-11
(PAGES 704-711 OF VOL 1
SPECIFICATIONS)
05 30 00 STEEL DECKS, PAGES 4-11
NA 07 21 19 OPEN-CELL SPRAY FOAM
INSULATION, ENTIRE SECTION
07 22 00 ROOF AND DECK INSULATION,
PAGES 3-7 (PAGES 845-849 OF VOL 1
SPECIFICATIONS)
07 22 00 ROOF AND DECK INSULATION,
PAGES 3-7
07 42 13.19 INSULATED CORE METAL WALL
PANELS, ENTIRE SECTION
07 42 13.19 INSULATED CORE METAL WALL
PANELS, ENTIRE SECTION
07 54 23 THERMOPLASTIC POLYOLEFIN
(TPO) ROOFING, PAGES 3-17 (PAGES 895-
909 OF VOL 1 SPECIFICATIONS)
07 54 23 THERMOPLASTIC POLYOLEFIN
(TPO) ROOFING, PAGES 3-17
07 60 00 FLASHING AND SHEET METAL,
PAGES 6-17 (PAGES 916-927 OF VOL 1
SPECIFICATIONS)
07 60 00 FLASHING AND SHEET METAL,
PAGES 6-17
TABLE OF CONTENTS, PAGES 2-5
(PAGES 4-7 OF VOL 2
SPECIFICATIONS)
TABLE OF CONTENTS, PAGES 2-5
08 14 00 WOOD DOORS, PAGES 4-6 (PAGES
28-30 OF VOL 2 SPECIFICATIONS)
08 14 00 WOOD DOORS, PAGES 4-6
08 41 13 ALUMINUM-FRAMED ENTRANCES
AND STOREFRONTS, PAGE 12 (PAGE 78 OF
VOL 2 SPECIFICATIONS)
08 41 13 ALUMINUM-FRAMED ENTRANCES
AND STOREFRONTS, PAGE 12
Page 2b of 2
08 44 00 CURTAIN WALL AND GLAZED
ASSEMBLIES, PAGE 11 (PAGE 91 OF VOL 2
SPECIFICATIONS)
08 44 00 CURTAIN WALL AND GLAZED
ASSEMBLIES, PAGE 11
08 81 00 GLAZING, PAGES 5-10 (PAGE
137-142 OF VOL 2 SPECIFICATIONS)
08 81 00 GLAZING, PAGES 5-10
09 29 00 GYPSUM BOARD, PAGES 4-5
(PAGES 154-155 OF VOL 2
SPECIFICATIONS)
09 29 00 GYPSUM BOARD, PAGES 4-5
09 90 00 PAINTS AND COATINGS, PAGES
4-6 (PAGES 216-218 OF VOL 2
SPECIFICATIONS)
09 90 00 PAINTS AND COATINGS, PAGES
4-6
10 28 13 TOILET ACCESSORIES, PAGES 4-
6 (PAGE 280-282 OF VOL 2
SPECIFICATIONS)
10 28 13 TOILET ACCESSORIES, PAGES 4-
10 56 13 STEEL SHELVING, ENTIRE
SECTION
NA
TABLE OF CONTENTS, PAGES 2-5
(PAGES 4-7 OF VOL 3
SPECIFICATIONS)
TABLE OF CONTENTS, PAGES 2-5
25 05 11.21 CYBERSECURITY FOR
FACILITY-RELATED CONTROL SYSTEMS FIRE
AND LIFE SAFETY INCLUDING MASS
NOTIFICATION SYSTEM, PAGE 20 (PAGE 28
OF VOL 3 SPECIFICATIONS)
25 05 11.21 CYBERSECURITY FOR
FACILITY-RELATED CONTROL SYSTEMS FIRE
AND LIFE SAFETY INCLUDING MASS
NOTIFICATION SYSTEM, PAGE 20
25 05 11.23 01 CYBERSECURITY FOR
FACILITY-RELATED CONTROL SYSTEMS
UTILITY MONITORING CONTROL SYSTEM
(UMCS) TO INCLUDE HVAC, PAGE 22 (PAGE
136 OF VOL 3 SPECIFICATIONS)
25 05 11.23 01 CYBERSECURITY FOR
FACILITY-RELATED CONTROL SYSTEMS
UTILITY MONITORING CONTROL SYSTEM
(UMCS) TO INCLUDE HVAC, PAGE 22
25 05 11.26 01 CYBERSECURITY FOR
FACILITY-RELATED CONTROL SYSTEMS
UTILITY CONTROL SYSTEMS INCLUDING
ELECTRICAL TRANSMISSION AND
DISTRIBUTION AND UNINTERRUPTIBLE
POWER SUPPLY (UPS), PAGE 20 (PAGE 199
OF VOL 3 SPECIFICATIONS)
25 05 11.26 01 CYBERSECURITY FOR
FACILITY-RELATED CONTROL SYSTEMS
UTILITY CONTROL SYSTEMS INCLUDING
ELECTRICAL TRANSMISSION AND
DISTRIBUTION AND UNINTERRUPTIBLE
POWER SUPPLY (UPS), PAGE 20
25 05 11.26 02 CYBERSECURITY FOR
FACILITY-RELATED CONTROL SYSTEMS
BUILDING CONTROL SYSTEMS INCLUDING
ELECTRICAL, LIGHTING, IRRIGATION
CONTROL SYSTEM, AND ELEVATOR
CONTROLS, PAGE 21 (PAGE 265 OF VOL 3
SPECIFICATIONS)
25 05 11.26 02 CYBERSECURITY FOR
FACILITY-RELATED CONTROL SYSTEMS
BUILDING CONTROL SYSTEMS INCLUDING
ELECTRICAL, LIGHTING, IRRIGATION
CONTROL SYSTEM, AND ELEVATOR
CONTROLS, PAGE 21
TABLE OF CONTENTS, PAGES 2-5
(PAGES 4-7 OF VOL 4
SPECIFICATIONS)
TABLE OF CONTENTS, PAGES 2-5
Page 2c of 2
26 20 00 INTERIOR DISTRIBUTION
SYSTEM, PAGE 10-38 (PAGE 36-64 OF VOL
4 SPECIFICATIONS)
26 20 00 INTERIOR DISTRIBUTION
SYSTEM, PAGE 10-38
26 24 13 SWITCHBOARDS, PAGE 6 (PAGE
70 OF VOL 4 SPECIFICATIONS)
26 24 13 SWITCHBOARDS, PAGE 6
28 08 10 ELECTRONIC SECURITY SYSTEM
ACCEPTANCE TESTING, ENTIRE SECTION
NA
28 10 05 ELECTRONIC SECURITY SYSTEM
(ESS), ENTIRE SECTION
NA
3. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision:
Delete Page Insert Page
G-002 – G-003 INDEX OF DRAWINGS,
PAGES 2-3 OF DRAWINGS PACKAGE
SECTION 1
G-002 – G-003 INDEX OF DRAWINGS, 2
PAGES
CS101.2 SITE LAYOUT PLAN SOUTH, PAGE
21 OF DRAWINGS PACKAGE SECTION 1
CS101.3 SITE LAYOUT PLAN SOUTH, 1
PAGE
CS102.3 SITE LAYOUT PLAN NORTH, PAGE
22 OF DRAWINGS PACKAGE SECTION 1
CS102.4 SITE LAYOUT PLAN NORTH, 1
PAGE
CS502.1 SITE DETAILS, PAGE 24 OF
DRAWINGS PACKAGE SECTION 1
CS502.2 SITE DETAILS, 1 PAGE
CS503 SITE DETAILS, PAGE 25 OF
DRAWINGS PACKAGE SECTION 1
CS503.1 SITE DETAILS, 1 PAGE
L-101 LANDSCAPE PLAN, PAGE 39 OF
DRAWINGS PACKAGE SECTION 1
L-101.1 LANDSCAPE PLAN, 1 PAGE
L-401 SYNTHETIC TURF DRAINAGE, PAGE
41 OF DRAWINGS PACKAGE SECTION 1
L-401.1 SYNTHETIC TURF DRAINAGE, 1
PAGE
L-501 LANDSCAPE DETAILS, PAGE 42 OF
DRAWINGS PACKAGE SECTION 1
L-501.1 LANDSCAPE DETAILS, 1 PAGE
Page 2d of 2
S-530 TYPICAL MASONRY DETAILS, PAGE
82 OF DRAWINGS PACKAGE SECTION 1
S-530.1 TYPICAL MASONRY DETAILS, 1
PAGE
G-002 – G-003 INDEX OF DRAWINGS,
PAGES 2-3 OF DRAWINGS PACKAGE
SECTION 2
G-002 – G-003 INDEX OF DRAWINGS, 2
PAGES
A-202 EXTERIOR ELEVATIONS, PAGE 40 OF
DRAWINGS PACKAGE SECTION 2
A-202.1 EXTERIOR ELEVATIONS, 1 PAGE
A-312 WALL SECTIONS, PAGE 45 OF
DRAWINGS PACKAGE SECTION 2
A-312.1 WALL SECTIONS, 1 PAGE
A-401.1 ENLARGED PLANS, PAGE 48 OF
DRAWINGS PACKAGE SECTION 2
A-401.2 ENLARGED PLANS, 1 PAGE
A-501.1 RESTROOM ACCESSORIES, PAGE 54
OF DRAWINGS PACKAGE SECTION 2
A-501.2 RESTROOM ACCESSORIES, 1 PAGE
A-510 CEILING DETAILS, PAGE 57 OF
DRAWINGS PACKAGE SECTION 2
A-510.1 CEILING DETAILS, 1 PAGE
A-520 ROOF DETAILS, PAGE 58 OF
DRAWINGS PACKAGE SECTION 2
A-520.1 ROOF DETAILS, 1 PAGE
A-540 - A-542 EXTERIOR DETAILS- METAL
PANEL, PAGES 60-62 OF DRAWINGS
PACKAGE SECTION 2
A-540.1 - A-542.1 EXTERIOR DETAILS-
METAL PANEL, 3 PAGES
A-544 - A-545 EXTERIOR DETAILS CMU,
PAGES 64-65 OF DRAWINGS PACKAGE
SECTION 2
A-544.1 - A-545.1 EXTERIOR DETAILS
CMU, 2 PAGES
A-549 EXTERIOR DETAILS, PAGE 69 OF
DRAWINGS PACKAGE SECTION 2
A-549.1 EXTERIOR DETAILS, 1 PAGE
A-565 EXPANSION JOINT DETAIL, PAGE 73
OF DRAWINGS PACKAGE SECTION 2
A-565.1 EXPANSION JOINT DETAIL, 1
PAGE
A-601.1 PARTITION TYPES, PAGE 76 OF
DRAWINGS PACKAGE SECTION 2
A-601.2 PARTITION TYPES, 1 PAGE
A-615 DOOR DETAILS, PAGE 81 OF
DRAWINGS PACKAGE SECTION 2
A-615.1 DOOR DETAILS, 1 PAGE
Page 2e of 2
A-620 INTERIOR GLAZING TYPES AND
SCHEDULE, PAGE 82 OF DRAWINGS PACKAGE
SECTION 2
A-620.1 INTERIOR GLAZING TYPES AND
SCHEDULE, 1 PAGE
A-623.1 EXTERIOR GLAZING AND LOUVER
TYPES, PAGE 85 OF DRAWINGS PACKAGE
SECTION 2
A-623.2 EXTERIOR GLAZING AND LOUVER
TYPES, 1 PAGE
A-631.1 PRE-CAST CONCRETE SCHEDULE,
PAGE 87 OF DRAWINGS PACKAGE SECTION 2
A-631.2 PRE-CAST CONCRETE SCHEDULE, 1
PAGE
A-660.1 EXTERIOR FINISH SCHEDULE,
PAGE 88 OF DRAWINGS PACKAGE SECTION 2
A-660.2 EXTERIOR FINISH SCHEDULE, 1
PAGE
I-504 MILLWORK SECTIONS, PAGE 128 OF
DRAWINGS PACKAGE SECTION 2
I-504.1 MILLWORK SECTIONS, 1 PAGE
I-512 SIGNAGE DETAILS, PAGE 131 OF
DRAWINGS PACKAGE SECTION 2
I-512.1 SIGNAGE DETAILS, 1 PAGE
I-601 FINISH MATERIAL LEGEND, PAGE
132 OF DRAWINGS PACKAGE SECTION 2
I-601.1 FINISH MATERIAL LEGEND, 1
PAGE
F-401 ENLARGED PLANS AND DETAILS,
PAGE 146 OF DRAWINGS PACKAGE SECTION
F-401.1 ENLARGED PLANS AND DETAILS, 1
PAGE
F-501 PIPE SPRINKLER DETAILS 1, PAGE
147 OF DRAWINGS PACKAGE SECTION 2
F-501.1 PIPE SPRINKLER DETAILS 1, 1
PAGE
FA-501 FIRE ALARM DETAILS 1, PAGE 155
OF DRAWINGS PACKAGE SECTION 2
FA-501.1 FIRE ALARM DETAILS 1, 1 PAGE
G-002 – G-003 INDEX OF DRAWINGS,
PAGES 2-3 OF DRAWINGS PACKAGE
SECTION 3
G-002 – G-003 INDEX OF DRAWINGS, 2
PAGES
EP-113 POWER PLAN – LEVEL 1 AREA C,
PAGE 90 OF DRAWINGS PACKAGE SECTION 3
EP-113.1 POWER PLAN – LEVEL 1 AREA C,
1 PAGE
E-401 – E-402 ENLARGED ELECTRICAL
PLANS, PAGES 101-102 OF DRAWINGS
PACKAGE SECTION 3
E-401.1 – E-402.1 ENLARGED ELECTRICAL
PLANS, 2 PAGES
E-610 – E-611 SCHEDULES, PAGES 117-
118 OF DRAWINGS PACKAGE SECTION 3
E-610.1 – E-611.1 SCHEDULES, 2 PAGES
////////LAST ITEM////////
DTRA ABQ Administrative Office Building Solicitation No. W912PP21R0009 Kirtland AFB, New Mexico RTA
05 21 00 STEEL JOIST FRAMING
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
05 51 00 METAL STAIRS
05 51 33 METAL LADDERS
05 52 00 METAL RAILINGS
05 72 00 DECORATIVE METAL SPECIALTIES
DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES
06 10 00 ROUGH CARPENTRY
06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
06 61 16 SOLID SURFACING FABRICATIONS
DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON
07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS
07 14 00 FLUID-APPLIED WATERPROOFING
07 21 13 BOARD AND BLOCK INSULATION
07 21 16 MINERAL FIBER BLANKET INSULATION
07 21 19 OPEN-CELL SPRAY FOAM INSULATION
07 22 00 ROOF AND DECK INSULATION
07 27 10.00 10 BUILDING AIR BARRIER SYSTEM
07 27 19.01 SELF-ADHERING AIR BARRIERS
07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS
07 42 13.19 INSULATED CORE METAL WALL PANELS
07 54 23 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING
07 60 00 FLASHING AND SHEET METAL
07 81 00 SPRAY-APPLIED FIREPROOFING
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DI VI SI ON 08 - OPENI NGS
08 11 13 STEEL DOORS AND FRAMES
08 11 16 ALUMINUM DOORS AND FRAMES
08 14 00 WOOD DOORS
08 31 00 ACCESS DOORS AND PANELS
08 32 13 ALUMINUM SLIDING GLASS DOORS
08 34 01 FORCED ENTRY RESISTANT COMPONENTS
08 34 73 SOUND CONTROL DOOR ASSEMBLIES
08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL LOUVERS
DI VI SI ON 09 - FI NI SHES
09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 30 10 CERAMIC TILING
09 51 00 ACOUSTICAL CEILINGS
09 62 38 STATIC-CONTROL FLOORING
09 65 00 RESILIENT FLOORING
09 66 23 RESINOUS MATRIX TERRAZZO FLOORING
09 68 00 CARPETING
09 90 00 PAINTS AND COATINGS
PROJECT TABLE OF CONTENTS Page 2
DI VI SI ON 10 - SPECI ALTI ES
10 14 00.10 EXTERIOR SIGNAGE
10 14 00.20 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 26 00 WALL AND DOOR PROTECTION
10 28 13 TOILET ACCESSORIES
10 51 13 METAL LOCKERS
DI VI SI ON 12 - FURNI SHI NGS
12 24 13 ROLLER WINDOW SHADES
12 48 13 ENTRANCE FLOOR MATS AND FRAMES
DI VI SI ON 14 - CONVEYI NG EQUI PMENT
14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS
DI VI SI ON 21 - FI RE SUPPRESSI ON
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DI VI SI ON 22 - PLUMBI NG
22 00 00 PLUMBING, GENERAL PURPOSE
22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)
DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 05 15 COMMON PIPING FOR HVAC
23 05 48.19 SEISMIC AND NON-SEISMIC BRACING FOR HVAC
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC
23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING
CONTROL SYSTEMS
23 11 25 FACILITY GAS PIPING
23 21 23 HYDRONIC PUMPS
23 23 00 REFRIGERANT PIPING
23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS
23 52 46.00 20 LOW PRESSURE WATER HEATING BOILERS (OVER 800,000 BTU/HR
OUTPUT)
23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE
23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS
23 81 00 UNITARY AIR CONDITIONING EQUIPMENT
DI VI SI ON 25 - I NTEGRATED AUTOMATI ON
25 05 11.21 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS FIRE
AND LIFE SAFETY INCLUDING MASS NOTIFICATION SYSTEM
25 05 11.23 01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS
UTILITY MONITORING CONTROL SYSTEM (UMCS) TO INCLUDE HVAC
25 05 11.26 01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS
UTILITY CONTROL SYSTEMS INCLUDING ELECTRICAL TRANSMISSION
AND DISTRIBUTION AND UNINTERRUPTIBLE POWER SUPPLY (UPS)
25 05 11.26 02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS
PROJECT TABLE OF CONTENTS Page 3
BUILDING CONTROL SYSTEMS INCLUDING ELECTRICAL, LIGHTING,
IRRIGATION CONTROL SYSTEM, AND ELEVATOR CONTROLS
DI VI SI ON 26 - ELECTRI CAL
26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 24 13 SWITCHBOARDS
26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION
26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS
26 31 00 SOLAR PHOTOVOLTAIC (PV) COMPONENTS
26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY
APPLICATIONS
26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (UPS)
26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH
26 41 00 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
DI VI SI ON 27 - COMMUNI CATI ONS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DI VI SI ON 31 - EARTHWORK
31 00 00 EARTHWORK
31 05 19 GEOTEXTILE
31 11 00 CLEARING AND GRUBBING
31 31 16.13 CHEMICAL TERMITE CONTROL
DI VI SI ON 32 - EXTERI OR I MPROVEMENTS
32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID
PAVEMENTS
32 05 33 LANDSCAPE ESTABLISHMENT
32 11 23 AGGREGATE BASE COURSES
32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS
32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE
FACILITIES
32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS
32 17 23 PAVEMENT MARKINGS
32 31 13 CHAIN LINK FENCES AND GATES
32 84 24 IRRIGATION SPRINKLER SYSTEMS
32 93 00 EXTERIOR PLANTS
DI VI SI ON 33 - UTI LI TI ES
33 11 00 WATER UTILITY DISTRIBUTION PIPING
33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING
33 30 00 SANITARY SEWERAGE
33 40 00 STORM DRAINAGE UTILITIES
33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION
33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
PROJECT TABLE OF CONTENTS Page 4
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 5
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Amendment 0004
SUBCONTRACTING PLAN INFORMATION (Volume 2 3)
Contractor to propose goals consistent with their Small Business Participation Commitment Document. All proposed socioeconomic goals shall be substantiated with the Offeror’s supported market research. Proposing only the minimum Department of Defense Office of Small Business Programs statutory goals, without providing substantiated market research may result in an Unacceptable rating. Please note that in accordance with DFARS 219.705-4 the minimum subcontracting requirement to Small Disadvantaged Businesses is 5.0%.
1. SUBMIT YOUR PLAN IN THE ATTACHED FORMAT
2. Subcontracting Plans will be evaluated in accordance with FAR Clause 52.219-9 (DEV) and AFARS Appendix DD.
3. If you have identified specific small businesses by name in the technical part of your proposal as businesses you intend to utilize on this contract, you must also list them in your subcontracting plan.
* An Indian tribe or tribally owned corporation does not have to qualify as a small business concern to be counted toward the Small Disadvantaged Business goal.
l4ctemlk Cross-Out
Kirtland AFB, New Mexico RTA - Amendment No. 0004
Stud Manufacture's Certification
Stud Manufacture's Test Reports
1.3 QUALITY ASSURANCE
1.3.1 Deck Units
Furnish deck units and accessory products from a manufacturer regularly engaged in manufacture of steel decking. Provide manufacturer's certificate s attesting that the decking material meets the specified requirements.
1.3.2 Certification of Powder-Actuated Tool Operator
Provide manufacturer's certificate attesting that the operators are authorized to use the low velocity powder-actuated tool.
1.3.3 Qualifications for Welding Work
Follow Welding Procedures of AWS D1.3/D1.3M for sheet steel and AWS D1.1/D1.1M for stud welding.
Submit qualified Welder Qualifications in accordance with AWS D1.3/D1.3M for sheet steel and AWS D1.1/D1.1M for stud welding, or under an equivalent approved qualification test. Perform tests on test pieces in positions and with clearances equivalent to those actually encountered. Test specimens shall be made in the presence of Contracting Officer and shall be tested by an approved testing laboratory at the Contractor's expense. If a test weld fails to meet requirements, perform an immediate retest of two test welds until each test weld passes. Failure in the immediate retest will require the welder be retested after further practice or training, performing a complete set of test welds.
Submit manufacturer's catalog data for Welding Equipment and Welding Rods and Accessories.
1.3.4 Regulatory Requirements
1.3.4.1 Fire Safety
Test roof deck as a part of a roof deck construction assembly of the type used for this project, listing as fire classified in the UL Fire Resistance, or listing as Class I construction in the FM APP GUIDE, and so labeled.
1.3.4.2 Wind Storm Resistance
Provide roof construction assembly capable of withstanding a nominal uplift pressure as indicated on drawings when tested in accordance with the uplift pressure test described in the FM DS 1-28R or as described in UL 580 and in general compliance with UFC 3-301-01.
1.3.5 Fabrication Drawings
Show type and location of units, location and sequence of connections, bearing on supports, methods of anchoring, attachment of accessories, adjusting plate details, cant strips, ridge and valley plates, metal closure strips, size and location of holes to be cut and reinforcement to be provided, the manufacturer's erection instructions and other pertinent
SECTION 05 30 00 Page 4 details.
1.4 DELIVERY, STORAGE, AND HANDLING
Deliver deck units to the site in a dry and undamaged condition. Store and handle steel deck in a manner to protect it from corrosion, deformation, and other types of damage. Do not use decking for storage or as working platform until units have been fastened into position. Exercise care not to damage material or overload decking during construction. The maximum uniform distributed storage load must not exceed the design live load.
Stack decking on platforms or pallets and cover with weathertight ventilated covering. Elevate one end during storage to provide drainage.
Maintain deck finish at all times to prevent formation of rust. Repair deck finish using touch-up paint. Replace damaged material.
1.5 DESIGN REQUIREMENTS FOR ROOF DECKS
1.5.1 Properties of Sections
Properties of metal roof deck sections must comply with engineering design width as limited by the provisions of AISI D100.
1.5.2 Allowable Loads
Indicate total uniform dead and live load for detailing purposes.
PART 2 PRODUCTS
2.1 DECK UNITS
Submit manufacturer's design calculations, or applicable published literature for the structural properties of the proposed deck units.
Provide products with an average recycled content of steel products so postconsumer recycled content plus one half of preconsumer recycled content not less than 25 percent.
2.1.1 Roof Deck
Conform to ASTM A792/A792M or ASTM A1008/A1008M for deck used in conjunction with insulation and built-up roofing. Fabricate roof deck units of the steel design thickness required by the design drawings and galvanized. Furnish sample of Metal Roof Deck Units used to illustrate actual cross section dimensions and configurations.
2.1.2 Composite Deck
Conform to ASTM A653/A653M or ASTM A1008/A1008M for composite deck assembly. Fabricate deck used as the tension reinforcing in composite deck ofthe steel design thickness required by the design drawings. Zinc-coat in conformance with ASTM A653/A653M, G60 coating class.
2.1.3 Length of Deck Units
Provide deck units of sufficient length to span three or more spacings where possible.
SECTION 05 30 00 Page 5
2.1.4 Touch-Up Paint
Provide a high zinc-dust content paint for regalvanizing welds in galvanized steel conforming to ASTM A780/A780M.
Provide touch-up paint for zinc-coated units of an approved galvanizing repair paint with a high-zinc dust content. Touch-up welds with paint conforming to SSPC Paint 20 in accordance with ASTM A780/A780M. Maintain finish of deck units and accessories by using touch-up paint whenever necessary to prevent the formation of rust.
2.2 ACCESSORIES
Provide accessories of same material as deck, unless specified otherwise.
Provide manufacturer's standard type accessories, as specified.
2.2.1 Adjusting Plates
Provide adjusting plates, or segments of deck units, of same thickness and configuration as deck units in locations too narrow to accommodate full size units. Provide factory cut plates of predetermined size where possible.
2.2.2 End Closures
Fabricated of sheet metal by the deck manufacturer. Provide end closures minimum 0.0295 inch thick to close open ends at exposed edges of floors, parapets, end walls, eaves, and openings through deck.
2.2.3 Partition Closures
Provide closures for closing voids above interior walls and partitions that are perpendicular to the direction of the configurations. Provide rubber, plastic, or sheet steel closures above typical partitions. Provide sheet steel closures above fire-resistant interior walls and partitions located on both sides of wall or partition. Provide glass fiber blanket insulation in the space between pairs of closures at acoustical partitions.
2.2.4 Flexible Closure Strips for Roof Decks
Provide strips made of vulcanized, closed-cell, synthetic rubber material specified and premolded to the configuration required to provide tight-fitting closures at open ends and sides of steel roof decking.
Conforming to ASTM D1056, Grade 2A1, with the following additional properties:
Brittleness temperature of minus 40 degrees F when tested in accordance with ASTM D746.
Flammability resistance with a flame spread rating of less than 25 when tested in accordance with ASTM E84.
Resistance to ozone must be "no cracks" after exposure of a sample kept under a surface tensile strain of 25 percent to an ozone concentration of 100 parts per million of air by volume in air for 100 hours at 104 degrees F and tested in accordance with ASTM D1149.
Provide an elastomeric type adhesive as recommended by the manufacturer
SECTION 05 30 00 Page 6 of the flexible closure strips.
2.2.5 Closure Plates for Composite Deck
Support and retain concrete at each floor level. Provide edge closures at all edges of the slab of sufficient strength and stiffness to support the wet concrete. Provide metal closures for all openings in composite steel deck 1/4 inch and over.
2.2.6 Sheet Metal Collar
Where deck is cut for passage of pipes, ducts, and columns, and deck is to remain exposed, provide a neatly cut sheet metal collar to cover edges of deck. Do not cut deck until after installation of supplemental supports.
2.2.7 Cover Plates
Sheet metal to close panel edge and end conditions, and where panels change direction or butt. Polyethylene-coated, self-adhesive, 2 inch wide joint tape may be provided in lieu of cover plates on flat-surfaced decking butt joints.
Fabricate cover plates for abutting floor deck units from the specified structural-quality steel sheets not less than nominal 18 gagethick before galvanizing. Provide 6 inch wide cover plates and form to match the contour of the floor deck units.
2.2.8 Roof Sump Pans
Sump pans must be provided for roof drains and must be minimum 0.075 inch thick steel, flat or recessed type. Shape sump pans to meet roof slope by the supplier or by a sheet metal specialist. Provide bearing flanges of sump pans to overlap steel deck a minimum of 3 inch. Shape, size, and reinforce the opening in bottom of the sump pan to receive roof drain.
2.2.9 Column Closures
Sheet metal, minimum 0.0358 inch thick or metal rib lath.
2.2.10 Access Hole Covers
Sheet metal, minimum 0.0474 inch thick.
2.2.11 Hanger
Provide clips or loops for utility systems and suspended ceilings of one or more of the following types:
a. Lip tabs or integral tabs where noncellular decking or flat plate of cellular section is 0.0474 inch thick or more, and a structural concrete fill is used over deck.
b. Slots or holes punched in decking for installation of pigtails.
c. Tabs driven from top side of decking and arranged so as not to pierce electrical cells.
d. Decking manufacturer's standard as approved by the Contracting Officer.
SECTION 05 30 00 Page 7
2.2.12 Shear Connectors
Provide shear connectors in accordance with AWS D1.1/D1.1M headed stud Type B. Submit stud manufacture's certification that the studs delivered conform to the material requirements. Submit stud manufacture's test reports for the last completed in-plant quality control mechanical tests.
2.2.13 Cant Strips for Roof Decks
Fabricate cant strips from the specified commercial-quality steel sheets not less than nominal 0.0358 inch thick before galvanizing. Bend strips to form a 45-degree cant not less than 5 inch wide, with top and bottom flanges a minimum 3 inch wide. Length of strips 10 feet.
2.2.13 Ridge and Valley Plates for Roof Decks
Fabricate plates from specified structural-quality steel sheets, not less than nominal 0.0358 inch thick before galvanizing. Provide plates of minimum 4-1/2 inch wide and bent to provide tight fitting closures at ridges and valleys. Provide a minimum length of ridge and valley plates of 10 feet.
2.2.14 Metal Closure Strips for Roof Decks
Fabricate strips from the specified commercial-quality steel sheets not less than nominal 0.0358 inch thick before galvanizing. Provide strips from the configuration required to provide tight-fitting closures at open ends and sides of steel roof decking.
2.2.15 Galvanized Steel Angles for Roof Decks
Provide hot-rolled carbon steel angles conforming to ASTM A36/A36M, and hot-dip galvanized in accordance with ASTM A123/A123M.
2.2.16 Mechanical Fasteners
Provide mechanical fasteners, such as powder actuated fasteners, pneumatically driven fasteners or self-drilling screws, for anchoring the deck to structural supports and adjoining units as indicated.
2.2.17 Miscellaneous Accessories
Furnish the manufacturer's standard accessories to complete the deck installation. Furnish metal accessories of the same material as the deck and with the minimum design thickness as follows: saddles, 0.0474 inch welding washers, 0.0598 inch other metal accessories, 0.0358 inch unless otherwise indicated.
PART 3 EXECUTION
3.1 EXAMINATION
Prior to installation of decking units and accessories, examine worksite to verify that as-built structure will permit installation of decking system without modification.
3.2 INSTALLATION
Install steel deck units in accordance with 29 CFR 1926, Subpart R – Steel
SECTION 05 30 00 Page 8
Erection, ANSI/SDI QA/QC, and approved shop drawings. Place units on structural supports, properly adjusted, leveled, and aligned at right angles to supports before permanently securing in place. Damaged deck and accessories including material which is permanently stained or contaminated, deformed, or with burned holes shall not be installed.
Extend deck units over three or more supports unless absolutely impractical. Report inaccuracies in alignment or leveling to the Contracting Officer and make necessary corrections before permanently anchoring deck units. Locate deck ends over supports only. Lap 2 inch deck ends. Do not use unanchored deck units as a work or storage platform. Do not fill unanchored deck with concrete. Permanently anchor units placed by the end of each working day. Do not support suspended ceilings, light fixtures, ducts, utilities, or other loads by steel deck unless indicated. Distribute loads by appropriate means to prevent damage.
3.2.1 Attachment
Immediately after placement and alignment, and after correcting inaccuracies, permanently fasten steel deck units to structural supports and to adjacent deck units by welding with normal 5/8 inch diameter puddle welds, or fastened with screws, powder-actuated fasteners, or pneumatically driven fasteners as indicated on the design drawings and in accordance with manufacturer's recommended procedure and ANSI/SDI C, ANSI/SDI NC or ANSI/SDI RD. Clamp or weight deck units to provide firm contact between deck units and structural supports while performing welding or fastening.
Attachment of adjacent deck units by button-punching is prohibited.
3.2.1.1 Welding
Perform welding in accordance with AWS D1.3/D1.3M using methods and electrodes recommended by the manufacturers of the base metal alloys being used. Ensure only operators previously qualified by tests prescribed in AWS D1.3/D1.3M make welds. Immediately recertify, or replace qualified welders, that are producing unsatisfactory welding. Conform to recommendations of Steel Deck Institute and steel deck manufacturer for location, size, and spacing of fastening. Do not use welding washers at connections of deck to supports. Do not use welding washers at sidelaps.
Holes and similar defects will not be acceptable. Attach all partial or segments of deck units to structural supports in accordance with Section
2.5 of SDI DDM04. Attach shear connectors as shown and welded as per AWS D1.1/D1.1M through steel deck to steel member. Immediately clean welds by chipping and wire brushing. Heavily coat welds, cut edges and damaged portions of coated finish with zinc-dust paint conforming to ASTM A780/A780M.
3.2.1.2 Mechanical Fastening
Anchor deck to structural supports and adjoining units with mechanical fasteners. Drive the powder-actuated fasteners with a low-velocity piston tool by an operator authorized by the manufacturer of the powder-actuated tool. Drive screws to properly clamp desk to supporting steel.
3.2.1.3 Sidelap Fastening
Lock sidelaps between adjacent floor deck units together by welding or screws as indicated.
3.2.2 Openings
Cut or drill all holes and openings required and be coordinated with the
SECTION 05 30 00 Page 9 drawings, specifications, and other trades. Frame and reinforce openings through the deck in conformance with SDI DDP. Reinforce holes and openings 6 to 12 inch across by 0.0474 inch thick steel sheet at least 12 inch wider and longer than the opening and be fastened to the steel deck at each corner of the sheet and at a maximum of 6 inch on center. Reinforce holes and openings larger than 12 inch by steel channels or angles installed perpendicular to the steel joists and supported by the adjacent steel joists. Install steel channels or angles perpendicular to the deck ribs and fasten to the channels or angles perpendicular to the steel joists.
Deck manufacturer shall approve holes or openings larger than 6 inch in diameter prior to drilling or cutting.
3.2.3 Deck Damage
SDI MOC3, for repair of deck damage.
3.2.4 Touch-Up Paint
3.2.4.1 Roof Deck
After roof decking installation, wire brush, clean, and touchup paint the scarred areas on top and bottom surfaces of metal roof decking. The scarred areas include welds, weld scars, bruises, and rust spots. Touchup galvanized surfaces with galvanizing repair paint. Touchup painted surfaces with repair paint of painted surfaces.
3.2.4.2 Floor Deck
For floor decking installation, wire brush, clean, and touchup paint the scarred areas on the top and bottom surfaces of the metal floor decking and on the surface of supporting steel members. Include welds, weld scars, bruises, and rust spots for scarred areas. Touched up the galvanized surfaces with galvanizing repair paint. Touch up the painted surfaces with paint for the repair of painted surfaces.
3.2.5 Accessory Installation
3.2.5.1 Adjusting Plates
Provide in locations too narrow to accommodate full-size deck units and install as shown on shop drawings.
3.2.5.2 End Closures
Provide end closure to close open ends of cells at columns, walls, and openings in deck.
3.2.5.3 Closures Above Partitions
Provide for closing voids between cells over partitions that are perpendicular to direction of cells. Provide a one-piece closure strip for partitions 4 inch nominal or less in thickness and two-piece closure strips for wider partitions. Provide sheet metal closures above fire-rated partitions at both sides of partition with space between filled with fiberglass insulation. Provide flexible rubber closures above acoustic-rated partitions at both sides of partition with space between filled with blanket insulation.
SECTION 05 30 00 Page 10
3.2.5.4 Cover Plates
Provide metal cover plates, or joint tape, at joints between cellular decking sheets to be used as electrical raceways. Where concrete leakage would be a problem, provide metal cover plates, or joint tape, at joints between decking sheets, cellular or noncellular, to be covered with concrete fill.
3.2.5.5 Column Closures
Provide for spaces between floor decking and columns which penetrate the deck. Field cut closure plate to fit column in the field and tack weld to decking and columns.
3.2.5.6 Access Hole Covers
Provide access whole covers to seal holes cut in decking to facilitate welding of the deck to structural supports.
3.2.5.7 Hangers
Provide as indicated to support utility system and suspended ceilings.
Space devices as indicated.
3.2.6 Concrete Work
Prior to placement of concrete, inspect installed decking to ensure that there has been no permanent deflection or other damage to decking. Replace decking which has been damaged or permanently deflected as approved by the Contracting Officer. Place concrete on metal deck in accordance with Construction Practice of ANSI/SDI C or ANSI/SDI NC.
3.2.7 Preparation of Fire-Proofed Surfaces
Provide deck surfaces, both composite and noncomposite, which are to receive sprayed-on fireproofing, galvanized and free of all grease, mill oil, paraffin, dirt, salt, and other contaminants which impair adhesion of the fireproofing. Complete any required cleaning prior to steel deck installation using a cleaning method that is compatible with the sprayed-on fireproofing.
3.3 ROOF SUMP PANS
Place sump pans over openings in roof decking and fusion welded to top surface of roof decking. Do not exceed spacing of welds of 12 inch with not less than one weld at each corner. Field cut opening in bottom of each roof sump pan to receive roof drain as part of the work of this section.
3.4 CANT STRIPS FOR ROOF DECKS
Provide strips to be fusion welded to surface of roof decking, secured to wood nailers by galvanized screws or to steel framing by galvanized self-tapping screws or welds. Do not exceed spacing of welds and fasteners of 12 inch. Lap end joints a minimum 3 inch and secure with galvanized sheet metal screws spaced a maximum 4 inch on center.
3.4 RIDGE AND VALLEY PLATES FOR ROOF DECKS
Provide plates to be fusion welded to top surface of roof decking. Lap end
SECTION 05 30 00 Page 11 joints a minimum 3 inch. For valley plates, provide endlaps to be in the direction of water flow.
3.5 CLOSURE STRIPS FOR ROOF DECKS
Provide closure strips at open, uncovered ends and edges of the roof decking and in voids between roof decking and top of walls and partitions where indicated. Install closure strips in position in a manner to provide a weathertight installation.
3.6 ROOF INSULATION SUPPORT FOR ROOF DECKS
Provide metal closure strips for support of roof insulation where rib openings in top surface of metal roof decking occur adjacent to edges and openings. Weld metal closure strips in position.
3.7 CLEANING AND PROTECTION FOR ROOF DECKS
Upon completion of the deck, sweep surfaces clean and prepare for installation of the roofing.
3.8 FIELD QUALITY CONTROL
3.8.1 Headed Stud Inspection
In addition to visual inspection, test and inspect shop-welded shear connectors according to requirements in AWS D1.1/D1.1M for stud welding and as follows:
a. Perform bend tests if visual inspections reveal either a less-than-continuous 360-degree flash or welding repairs to any shear connector.
b. Conduct tests according to requirements in AWS D1.1/D1.1M on additional shear connectors if weld fracture occurs on shear connectors already tested.
3.8.2 Deck Weld Inspection
Visual inspect welds in accordance with AWS D1.3/D1.3M.
3.8.3 Decks Not Receiving Concrete
Inspect the decking top surface for distortion after installation. For roof decks not receiving concrete, verify distortion by placing a straight edge across three adjacent top flanges. The maximum allowable gap between the straight edge and the top flanges should not exceed manufacturing and construction tolerances of supporting members. When gap is more than the allowable, provide corrective measures or replacement. Reinspect decking after performing corrective measures or replacement.
-- End of Section --
SECTION 05 30 00 Page 12
SECTION 07 21 19
OPEN-CELL SPRAY FOAM INSULATION
02/21
PART 1 GENERAL
1.1 SUMMARY
Section Includes: Open-cell spray polyurethane foam insulation.
1.2 RELATED WORK
The following items are not included in this section and are specified under the designated sections:
a. Section 04 20 00, UNIT MASONRY.
b. Section 06 10 00, ROUGH CARPENTRY.
c. Section 07 21 16, MINERAL FIBER BLANKET INSULATION.
d. Section 07 27 10.00 10, BUILDING AIR BARRIER SYSTEM.
e. Section 07 60 00, FLASHING AND SHEET METAL.
f. Section 07 81 00, SPRAY-APPLIED FIREPROOFING.
g. Section 07 84 00, FIRESTOPPING.
h. Section 07 92 00, JOINT SEALANTS.
i. Section 09 29 00, GYPSUM BOARD.
1.3 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM C518 (2017) Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus
ASTM D1622 (2014) Apparent Density of Rigid Cellular Plastics
ASTM D2863 (2019) Standard Test Method for Measuring the Minimum Oxygen Concentration to Support Candle-Like Combustion of Plastics (Oxygen Index)
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 286 (2019) Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth
1.4 PERFORMANCE REQUIREMENTS
a. Conform to applicable code for flame and smoke, concealment, and over coat requirements.
SECTION 07 21 19 Page 1
b. Spray Applied Polyurethane Insulation is approved for use as a nonstructural thermal insulating material in Type I and Type V construction according to IBC when installed in accordance with ICC ES Report ESR-1655. Insulation is for use in wall cavities, floor assemblies, or ceiling assemblies when installed in accordance with Section 4. Insulation may be used in wall assemblies in fire-resistive rated-construction as described in Sections 3.6 and 4.4.
1.5 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-03 Product Data
Submit manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Installation methods.
1.6 QUALITY ASSURANCE
1.6.1 Regulatory Requirements
a. Manufacturer Qualifications: Company specializing in manufacturing urethane foam products and systems of this section with minimum 10 years' documented experience.
b. Installer Qualifications: A Qualified Applicator specializing in performing Work of this section with minimum 3 years' documented experience.
1.7 DELIVERY, STORAGE, AND HANDLING
a. Store products in manufacturer's unopened packaging, clearly marked with the manufacturer's name, brand name, product identification, type of material, safety information, manufacture date, and lot numbers until ready for installation.
b. Store spray foam materials between 65 degrees F (18 degrees C) and 85 degrees F (29 degrees C) with careful handling to prevent damage to products.
c. Protect all materials from freezing and other damage during transit, handling, storage, and installation.
1.8 PROJECT CONDITIONS
a. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.
b. Do not apply the polyurethane foam when substrate or ambient air
SECTION 07 21 19 Page 2 temperatures are below 40 degrees F (4.4 degrees C) or above 120 degrees F (49 degrees C) and relative humidity is greater than 85 percent unless advance means and methods are recommended by the manufacturer.
c. Do not apply polyurethane foam when wind velocity exceeds 15 miles per hour unless advance means and methods are recommended by the manufacturer. Use precautions to prevent damage to adjacent areas from fugitive overspray.
PART 2 PRODUCTS
2.1 OPEN-CELL SPRAY FOAM INSULATION MANUFACTURER'S DATA SHEETS
a. Basis-of-Design: JM ocSPF by Johns Manville
b. Open Cell Spray Foam Insulation: Two-component, polyurethane cellular foam with a nominal density of 0.5 pcf. Open-Cell Spray foam shall have the following minimum physical properties when cured:
1. Apparent Density: 0.5 pcf when tested in accordance with
ASTM D1622.
2. R-Value (aged) when tested in accordance with ASTM C518: 3.9 at 1 inch, 13 at 3.5 inches, 19 at 5.5 inches.
3. Oxygen Index: 25 when tested in accordance with ASTM D2863.
4. Compressive Strength: 0.5 psi when tested in accordance with
ASTM D1621.
5. Fungi Resistance: Zero Rating when tested in accordance with
ASTM G21.
6. Air Leakage: Less than 0.02 (L/s)/m2 when tested in accordance with ASTM E283.
7. Sound Transmission Coefficient: 51 (STC) when tested in accordance with ASTM E90.
8. Noise Reduction Coefficient: 0.7 (NRC) when tested in accordance with ASTM C423.
9. Open Cell Content: Greater than 90 percent when tested in accordance with ASTM D2846.
10. Tensile Strength: Less than 5 psi when tested in accordance with
ASTM D1623.
11. Shear Strength: 1.4 psi when tested in accordance with ASTM C273.
12. Permeability: 21 perm-inch when tested in accordance with ASTM E96.
13. Dimensional Stability: Less than 15 percent change in volume when tested in accordance with ASTM D2126.
14. Surface Burning Characteristics:
a) Flame Spread/Smoke Developed: At maximum 4-inch (102 mm)
SECTION 07 21 19 Page 3 thickness, flame spread index of less than 25 and a smoke developed index of less than 450 when tested in accordance with
ASTM E84.
b) Corner Test: Thickness up to 12 inches (305 mm) for wall cavities and 16 inches for ceiling cavities meets NFPA 286 when covered with 1/2 inch (13 mm) gypsum board or equivalent thermal barrier.
c. Primer as Applicable to Substrate: A water based epoxy primer to achieve superior adhesion and penetration on concrete, masonry, and metal.
2.2 ACCESSORIES
a. Vapor retarder is specified in Section 07 27 10.00 10
b. Gypsum board assemblies providing a 15-minute fire separation thermal barrier rating are specified in Section 09 29 00 GYPSUM BOARD.
c. Gypsum board assemblies providing a 1-hour fire resistant rating are specified in Section 09 29 00 GYPSUM BOARD.
PART 3 EXECUTION
3.1 EXAMINATION
a. Do not begin installation until substrates have been properly prepared.
b. Verify that all surfaces to receive polyurethane foam insulation are clean, dry and free of dust, dirt, debris, oil, solvents and all materials that may adversely affect the adhesion of the polyurethane foam.
c. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.
3.2 PREPARATION
a. Clean surfaces thoroughly prior to installation.
b. Mask and protect adjacent surfaces from over spray.
c. Prepare surfaces using the methods recommended by the spray foam manufacturer for achieving the best result for the substrate under the project conditions.
d. Steel:
1. Primed: Clean primed metal surfaces free of loose scale, rust, weathered or chalking paint. Remove grease, oil, or other contaminants with proper cleaning solutions.
2. Previously Painted: Clean painted metal surface using hand or power tools to remove loose scale and dirt. Remove grease, oil, and other surface contaminants using a power wash technique or proper cleaning solutions.
3. Galvanized: Clean galvanized steel as recommended by
SECTION 07 21 19 Page 4 manufacturer. Steel should be primed with primer at the rate of 1 gallon per 300 square feet.
4. Unpainted Steel: Clean as recommended by manufacturer to prepare the steel surface for the primer. Prime with primer at the rate of 1 gallon per 300 square feet.
e. Concrete and Masonry: Must be cured and loose dirt and any other contaminants, including asphaltic materials removed. If primer is required, prime at the rate of one gallon per 300 square feet.
f. Sheathing Board: Most sheathing boards need not be primed prior to the application of sprayed-in-place polyurethane foam.
3.3 PRIMER APPLICATION
a. Prepare surfaces and apply primer in accordance with manufacturer's instructions.
b. Apply primer to the properly prepared substrates in accordance with the manufacturer's instructions to achieve a minimum thickness of dry film thickness. Allow primer to cure 24 hours prior to application of spray polyurethane foam or other products.
3.4 INSTALLATION
a. Install in spray foam in accordance with manufacturer's instructions.
b. Spray polyurethane foam components (A) and (B) shall be processed in accordance with instructions found on the manufacturers product datasheet.
c. Schedule application to anticipate climatic conditions prior to application to ensure highest quality foam and to maximize yield. All substrates to be sprayed must be dry at the time of application.
Moisture in the form of rain, fog, frost, dew, or high humidity greater than 85 percent R.H is not permitted unless Contractor reviews means and methods of spraying with manufacturer's representative prior to installation. Use screens, masking and other precautions to prevent damage to adjacent areas from fugitive overspray.
d. Exothermic Caution:
1. Polyurethane foam shall be sprayed in minimum 1/2 inch (12.7 mm) thick passes or lifts.
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