FSB2021-613-00 - WI-ANG - B420 - Addendum 01 COMBINED SPECIFICATIONS.pdf
PDF 75 KB Posted
- Solicitation number
- W50S9F-23-B-0001
- Issued by
-
Department of the Army National Guard
About this file
This invitation for bid solicits construction services for a 115th Fighter Wing F-35 Repair Building project at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The single award firm fixed-price contract will repair an existing building to support the F-35 mission by modifying maintenance spaces and upgrading existing systems. Work must comply with provided specifications and drawings.
The base bid is for the building repair project. An option is included for communication equipment and cabling. A 180-day period of performance and brand name justification are required. The pre-bid conference and site visit will inform bidders' efforts. The low bidder must submit a small business subcontracting plan prior to award. The NAICS code is 236220 and size standard is $45 million. The project value is between $1-5 million. The solicitation, plans and specifications are available on SAM.gov. Amendments will also post there.
View the file
Other files
Show all 23
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ANG/WI - F-35: Gun Shop - Repair B420 202161300F35B420
ADDENDUM #1 28 FEBRUARY 2023
PROJECT TABLE OF CONTENTS
DI VI SI ON 01 - GENERAL REQUI REMENTS
01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK
01 14 00 11/11, CHG 14: 02/22 WORK RESTRICTIONS
01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES
01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS
01 32 01.00 10 02/15 PROJECT SCHEDULE
01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES
01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 10 11/16, CHG 2: 11/21 QUALITY CONTROL
01 45 35 11/20 SPECIAL INSPECTIONS
01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND
CONTROLS
01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS
01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND
DISPOSAL
01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS
01 78 23 08/15, CHG 1: 11/20 OPERATION AND MAINTENANCE DATA
01 91 00.15 10 05/19, CHG 2: 08/20 TOTAL BUILDING COMMISSIONING
DI VI SI ON 02 - EXI STI NG CONDI TI ONS
02 41 00 05/10, CHG 2: 02/19 DEMOLITION AND DECONSTRUCTION
02 61 13 02/10 EXCAVATION AND HANDLING OF
CONTAMINATED MATERIAL
02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF
HAZARDOUS MATERIALS
02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION
02 84 16 05/20 HANDLING OF LIGHTING BALLASTS AND
LAMPS CONTAINING PCBs AND MERCURY
02 84 33 05/20 REMOVAL AND DISPOSAL OF
POLYCHLORINATED BIPHENYLS (PCBs)
DI VI SI ON 03 - CONCRETE
03 30 00 05/14 CAST-IN-PLACE CONCRETE
03 62 16 02/18 METALLIC NON-SHRINK GROUTING
DI VI SI ON 05 - METALS
05 12 00 05/14 STRUCTURAL STEEL
DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES
06 10 00 08/16 ROUGH CARPENTRY
06 20 00 08/16 FINISH CARPENTRY
06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL
CABINETS
06 61 16 08/20 SOLID SURFACING FABRICATIONS
DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON
07 24 00 05/11 EXTERIOR INSULATION AND FINISH SYSTEMS
07 60 00 05/17 FLASHING AND SHEET METAL
07 84 00 05/10 FIRESTOPPING
07 92 00 08/16 JOINT SEALANTS
PROJECT TABLE OF CONTENTS Page 1
ADDENDUM #1
28 FEBRUARY 2023
Gallagher, Brad K.
Cloud
DI VI SI ON 08 - OPENI NGS
08 11 13 08/20 STEEL DOORS AND FRAMES
08 14 00 08/16 WOOD DOORS
08 31 00 05/17 ACCESS DOORS AND PANELS
08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS
08 44 00 05/19 CURTAIN WALL AND GLAZED ASSEMBLIES
08 71 00 02/16 DOOR HARDWARE
08 81 00 05/19 GLAZING
DI VI SI ON 09 - FI NI SHES
09 06 00 05/09, CHG 1: 11/13 SCHEDULES FOR FINISHES
09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR GYPSUM BOARD
09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD
09 30 10 08/20 CERAMIC, AND GLASS TILING
09 51 00 08/20 ACOUSTICAL CEILINGS
09 62 38 08/17, CHG 1: 08/18 STATIC-CONTROL FLOORING
09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING
09 68 00 11/17, CHG 2: 08/20 CARPETING
09 77 20 06/12 FIBERGLASS REINFORCED WALL PANELS
09 84 20 08/16, CHG 1: 08/18 ACOUSTICAL WALL PANELS
09 90 00 05/11 PAINTS AND COATINGS
09 97 13.00 40 11/19 STEEL COATINGS
DI VI SI ON 10 - SPECI ALTI ES
10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE
10 14 00.20 08/20 INTERIOR SIGNAGE
10 21 13 08/20 TOILET COMPARTMENTS
10 26 00 08/20 WALL AND DOOR PROTECTION
10 28 13 08/20 TOILET ACCESSORIES
10 44 16 11/19 FIRE EXTINGUISHERS
10 51 13 05/11 METAL LOCKERS
DI VI SI ON 12 - FURNI SHI NGS
12 24 13 08/20 ROLLER WINDOW SHADES
DI VI SI ON 21 - FI RE SUPPRESSI ON
21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE
PROTECTION
DI VI SI ON 22 - PLUMBI NG
22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE
DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)
23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS
23 05 15 05/22 COMMON PIPING FOR HVAC
23 05 48.00 40 05/22 VIBRATION AND SEISMIC CONTROLS FOR
HVAC PIPING AND EQUIPMENT
23 05 48.19 05/18, CHG 2: 08/20 BRACING FOR HVAC
23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR
HVAC
23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL
PROJECT TABLE OF CONTENTS Page 2
SYSTEMS
23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC
23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES
FOR HVAC
23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC
AND OTHER BUILDING CONTROL SYSTEMS
23 11 20 05/20 FACILITY GAS PIPING
23 21 13.00 20 04/06, CHG 2: 11/19 LOW TEMPERATURE WATER (LTW) HEATING
SYSTEM
23 21 23 08/17 HYDRONIC PUMPS
23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION
23 31 13.00 40 05/16 METAL DUCTS
23 34 23.00 40 02/17 HVAC POWER VENTILATORS
23 36 00.00 40 05/16 AIR TERMINAL UNITS
23 37 13.00 40 05/15 DIFFUSERS, REGISTERS, AND GRILLES
23 52 00 04/08, CHG 5: 11/19 HEATING BOILERS
23 64 10 11/16, CHG 2: 08/18 WATER CHILLERS, VAPOR COMPRESSION TYPE
23 64 26 08/09, CHG 5: 11/19 CHILLED, CHILLED-HOT, AND CONDENSER
WATER PIPING SYSTEMS
23 65 00 11/16, CHG 2: 08/18 COOLING TOWERS AND REMOTE
EVAPORATIVELY-COOLED CONDENSERS
23 73 13.00 40 05/17 MODULAR INDOOR CENTRAL-STATION
AIR-HANDLING UNITS
23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT
23 82 00.00 20 02/16, CHG 1: 08/18 TERMINAL HEATING UNITS
23 82 16.00 40 05/16 AIR COILS
23 82 23.00 40 05/17 UNIT VENTILATORS
DI VI SI ON 25 - I NTEGRATED AUTOMATI ON
25 05 11 05/21 CYBERSECURITY FOR FACILITY-RELATED
CONTROL SYSTEMS
25 05 11.01 05/21 CYBERSECURITY FOR LOW IMPACT HVAC
CONTROL SYSTEMS
25 05 11.04 05/21 CYBERSECURITY FOR LOW IMPACT FIRE
PROTECTION/MASS NOTIFICATION SYSTEM
FACILITY-RELATEDCONTROL SYSTEMS
25 05 11.05 05/21 CYBERSECURITY FOR LOW IMPACT ACCESS
CONTROL SYSTEM AND INTRUSION DETECTION
SYSTEM FACILITY-RELATED CONTROL
SYSTEMS
25 05 11.06 05/21 CYBERSECURITY FOR LOW IMPACT CCTV
SYSTEM FACILITY-RELATED CONTROL SYSTEMS
25 05 11.07 05/21 CYBERSECURITY FOR LOW IMPACT
ELECTRICAL METERING AND NETWORK
LIGHTING CONTROLS FACILITY-RELATED
CONTROL SYSTEMS
25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM
TESTING
25 08 11.00 20 11/20 RISK MANAGEMENT FRAMEWORK FOR
FACILITY-RELATED CONTROL SYSTEMS
25 10 10 02/19 UTILITY MONITORING AND CONTROL SYSTEM
(UMCS) FRONT END AND INTEGRATION
DI VI SI ON 26 - ELECTRI CAL
26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM
26 27 13.10 30 10/07, CHG 2: 08/18 ELECTRIC METERS
26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS
PROJECT TABLE OF CONTENTS Page 3
UNDER 600 VOLTS
26 41 00 11/13 LIGHTNING PROTECTION SYSTEM
26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING
DI VI SI ON 27 - COMMUNI CATI ONS
27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING
SYSTEM
DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY
28 31 76 08/20 INTERIOR FIRE ALARM AND MASS
NOTIFICATION SYSTEM, ADDRESSABLE
DI VI SI ON 31 - EARTHWORK
31 00 00 08/08 EARTHWORK
DI VI SI ON 32 - EXTERI OR I MPROVEMENTS
32 11 20 08/17 BASE COURSE FOR SIDEWALK AND SUBBASES
FOR FLEXIBLE PAVING
32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS
32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING
32 92 19 08/17 SEEDING
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 4
SECTION 07 24 00
EXTERIOR INSULATION AND FINISH SYSTEMS
05/11
PART 1 GENERAL
1.1 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 B117 (2019) Standard Practice for Operating Salt Spray (Fog) Apparatus
ASTM C67/C67M (2020) Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile
ASTM C150/C150M (2020) Standard Specification for Portland Cement
ASTM C578 (2019) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation
ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants
ASTM C1177/C1177M (2017) Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing
ASTM C1278/C1278M (2017) Standard Specification for Fiber-Reinforced Gypsum Panel
ASTM D968 (2017) Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive
ASTM D2247 (2015) Testing Water Resistance of Coatings in 100% Relative Humidity
ASTM D3273 (2016) Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber
ASTM E84 (2020) Standard Test Method for Surface Burning Characteristics of Building Materials
ASTM E330/E330M (2014) Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference
ASTM E331 (2000; R 2016) Standard Test Method for
SECTION 07 24 00 Page 1
Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference
ASTM E2098/E2098M (2013) Determining Tensile Breaking Strength of Glass Fiber Reinforcing Mesh for Use in Class PB Exterior Insulation and Finish Systems (EIFS) after Exposure to a Sodium Hydroxide Solution
ASTM E2486 (2006) Standard Test Method for Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems (EIFS)
ASTM E2570/E2570M (2007; R 2014; E 2014) Standard Test Methods for Evaluating Water-Resistive Barrier (WRB) Coatings Used under Exterior Insulation and Finish Systems (EIFS) or EIFS with Drainage
ASTM G153 (2013) Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials
INTERNATIONAL CODE COUNCIL (ICC)
ICC IBC (2018) International Building Code
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 268 (2012) Standard Test Method for Determining Ignitibility of Exterior Wall Assemblies Using a Radiant Heat Energy Source
NFPA 285 (2012) Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components
1.2 SYSTEM DESCRIPTION AND REQUIREMENTS
The exterior insulation and finish system (EIFS) must be a job-fabricated, drainable, exterior wall covering consisting of sheathing, air and moisture barrier, insulation board, reinforcing fabric, base coat, finish coat, adhesive and mechanical fasteners as applicable. The system components must be compatible with each other and with the substrate as recommended or approved by, and the products of, a single manufacturer regularly engaged in furnishing Exterior Insulation and Finish Systems.
All materials must be installed by an applicator approved by the system manufacturer. EIFS must be Class PB and must be color and finish as selected by the A/E from the manufacturer's standard color selections.
1.2.1 System Requirements and Tests
The system must meet the performance requirements as verified by the tests listed below. Where a wall system of similar type, size, and design as specified for this project has been previously tested under the condition
SECTION 07 24 00 Page 2 specified herein, the resulting test reports may be submitted in lieu of job specific tests.
1.2.1.1 Water Penetration
Test the system for water penetration by uniform static air pressure in accordance with ASTM E331. There must be no penetration of water beyond the plane of the base coat/EPS board interface after 15 minutes at 6.4 psf, or 20 percent of positive design wind pressure, whichever is greater.
1.2.1.2 Wind Load
Test the system for wind load by uniform static air pressure in accordance with ASTM E330/E330M (procedure A) to a minimum pressure as indicated on the Structural drawings. There must be no permanent deformation, delamination, or other deterioration.
1.2.1.3 Full scale or intermediate scale fire test
Conduct wall fire test using apparatus, specimen, performance criteria, and procedure in accordance with NFPA 285 when required by ICC IBC
2603.5.5. The following requirements must be met:
a. No flame spread over the exterior surface.
b. No significant lateral spread of flame from compartment of fire origin to adjacent spaces.
1.2.1.4 Mock-Up Installation of EIFS
Complete wall mock-up installation on the building at the location of work.
Control joints to be filled with sealant of type, manufacturer, and color selected. Build mock-up to comply with the following requirements, using materials indicated for the completed work:
a. Locate mock-up installation(s)in the location and size indicated .
b. Demonstrate the proposed range of color, texture, thickness, insulation, and workmanship.
c. Obtain Contracting Officer's written approval of mock-up before starting fabrication of work.
d. Maintain mock-up installation(s) during construction as a standard for judging the completed work by protecting them from weather and construction activities.
1.2.2 Component Requirements and Tests
The components of the system must meet the performance requirements as verified by the tests listed below.
1.2.2.1 Surface Burning Characteristics
Conduct ASTM E84 test on samples consisting of base coat, reinforcing fabric, and finish coat. Cure for 28 days. The flame spread index must be 25 or less and the smoke developed index must be 450 or less.
SECTION 07 24 00 Page 3
1.2.2.2 Radiant Heat
The system must be tested in accordance with NFPA 268 on both the minimum and maximum thickness of insulation intended for use with no ignition during the 20-minute period.
1.2.2.3 Impact Resistance
a. Class PB Systems: Hemispherical Head Test; 28 day cured specimen of PB EIFS in accordance with ASTM E2486. The test specimen must exhibit no broken reinforcing fabric per ASTM E2486 at an impact of 25-49 in/lb.
1.2.3 Sub-Component Requirements and Tests
Unless otherwise stated, the test specimen must consist of reinforcing mesh, base coat, and finish coat applied in accordance with manufacturer's printed recommendations to the insulation board to be used on the building. For mildew resistance, only the finish coat is applied onto glass slides for testing. These specimen must be suitably sized for the apparatus used and be allowed to cure for a minimum of 28 days prior to testing.
1.2.3.1 Abrasion Resistance
Test in accordance with ASTM D968, Method A. Test a minimum of two specimens. After testing, the specimens must show only very slight smoothing, with no loss of film integrity after 132 gallons of sand.
1.2.3.2 Accelerated Weathering
Test in accordance with ASTM G153, Cycle 1. After 2000 hours specimens must exhibit no visible cracking, flaking, peeling, blistering, yellowing, fading, or other such deterioration.
1.2.3.3 Mildew Resistance
Test in accordance with ASTM D3273. The specimen shall consist of the finish coat material, applied to clean 3 inch by 4 inch glass slides and must be allowed to cure for 28 days. After 28 days of exposure, the specimen must not show any growth.
1.2.3.4 Salt Spray Resistance
Test in accordance with ASTM B117. The specimen must be a minimum of 4 inch by 6 inch and must be tested for a minimum of 300 hours. After exposure, the specimen must exhibit no observable deterioration, such as chalking, fading , or rust staining.
1.2.3.5 Water Resistance
Test in accordance with ASTM D2247. The specimen must be a minimum of 4 inch by 6 inch. After 14 days, the specimen must exhibit no cracking, checking, crazing, erosion, blistering, peeling, or delamination.
1.2.3.6 Absorption-Freeze/Thaw
Class PB systems must be tested in accordance with ASTM E2570/E2570M for 60 cycles of freezing and thawing. After testing, the specimen must
SECTION 07 24 00 Page 4 exhibit no cracking, checking, or splitting, and negligible weight gain.
Class PM systems must be tested in accordance with ASTM C67/C67M for 50 cycles of freezing and thawing. After testing, the specimens must exhibit no cracking or checking and have negligible weight gain.
1.2.3.7 Sample Boards
Unless otherwise stated, provide sample EIFS Component 12 by 24 inches, on sheathing board, including finish color and texture, typical joints and sealant. If more than one color, finish, or pattern is used, provide one sample for each. The test specimen must consist of reinforcing mesh, base coat, and finish coat applied in accordance with manufacturer's printed recommendations to the insulation board to be used on the building.
1.2.4 Moisture Analysis
Perform a job specific vapor transmission analysis based on project specific climate and specified wall components and materials. Indicate the temperatures and relative humidities for the inside and outside of the building; a complete listing of the building components, their thickness, thermal resistance and permeance, as well as building location and use.
If a mathematical model was used for the analysis, include the name of the model and the supplier/developer.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Shop Drawings; G
Show wall layout, construction and expansion joints, layout of sheathing board, thermal insulation board, and reinforcing mesh and strip reinforcing fabric; joint and flashing details; details at wall penetrations; types and location of fasteners; details at doors; and details at base, .
SD-03 Product Data
Sheathing Board
Water-Resistive Coatings
Thermal Insulation
Adhesive
Accessories
Base Coat
Portland Cement
Reinforcing Fabric
SECTION 07 24 00 Page 5
Finish Coat
Joint Sealant
Sealant Primer
Bond Breaker
Backer Rod
Insulation Board
Recycled Content for Insulation Materials; S
Warranty
Include joint and other details, such as end conditions, corners, windows, and parapet. Include shelf life and recommended cleaning solvents in data for sealants. Include Safety Data Sheets (SDS)for all components of the EIFS. The SDS shall be available at the job site.
SD-04 Samples
Sample Boards; G
Color and Texture
Mock-up Installation of EIFS; G
SD-05 Design Data
Wind Load Calculations
Moisture Analysis Calculations
SD-06 Test Reports
Abrasion Resistance
Accelerated Weathering
Impact Resistance
Mildew Resistance
Salt Spray Resistance
Water Vapor Transmission
Absorption-Freeze-Thaw
Wall Fire Test
Water Penetration
Water Resistance
Full Scale or Intermediate Scale Fire Test
SECTION 07 24 00 Page 6
Surface Burning Characteristics
Radiant Heat
Substrate
Wind Load
SD-07 Certificates
Qualifications of EIFS Manufacturer
Qualification of EIFS Installer
Qualification of Sealant Applicator
Certify that EIFS installer meets requirements specified under paragraph "Qualification of Installer," and that sealant applicator is approved by the EIFS Manufacturer.
Qualifications of Third Party Inspector
Inspection Check List; G
Submit filled-out inspection check list as required in paragraph "Quality Control," certifying that the installation of critical items meets the requirements of this specification.
SD-08 Manufacturer's Instructions
Installation
Manufacturer's standard printed instructions for the installation of the EIFS. Include requirements for condition and preparation of substrate, installation of EIFS, and requirements for sealants and sealing.
SD-10 Operation and Maintenance Data
EIFS
Include detailed finish repair procedures and information regarding compatibility of sealants with base and finish coatings.
1.4 QUALITY ASSURANCE
1.4.1 Qualifications of EIFS Manufacturer
The EIFS must be the product of a manufacturer who has been in the practice of manufacturing and designing EIFS for a period of not less than 3 years, and has been involved in at least five projects similar to this project in size, scope, and complexity, in the same or a similar climate as this project.
1.4.2 Qualification of EIFS Installer
The EIFS Installer must be trained by the EIFS manufacturer to perform the installation of the System and must have successfully installed at least
SECTION 07 24 00 Page 7 five projects at or near the size and complexity of this project. The contractor must employ qualified workers trained and experienced in installing the manufacturer's EIFS.
1.4.3 Qualification of Sealant Applicator
The sealant applicator must be experienced and competent in the installation of high performance industrial and commercial sealants and must have successfully installed at least five projects at or near the size and complexity of this project.
1.4.4 Qualifications of Third Party Inspector
Submit evidence that third party inspector has current certification from the Exterior Design Institute or equal inspector certification as inspector for the installation of EIFS.
1.4.5 Insulation Board
Insulation Board must be approved and labeled under third party quality program as required by applicable building code.
1.4.6 Pre-Installation Conference
After approval of submittals and before commencing any work on the EIFS, including installation of any sheathing board, insulation, and associated work, the Contracting Officer will hold a pre-installation conference to review:
a. Drawings, specifications, and samples;
b. Procedure for on site inspection and acceptance of EIFS substrate and pertinent details (for example, mock-up installation);
c. Contractor's plan for coordination of work of the various trades involved in providing EIF system and other components;
d. Inspection procedures; and
e. Safety requirements.
Pre-installation conference must be attended by the Contractor, and all personnel directly responsible for installation of the EIF system, including sealant applicator, and personnel responsible for related work, such as flashing and sheet metal, windows and doors, and a representative of the EIFS manufacturer. Before beginning EIFS work, the contractor must confirm in writing the resolution of conflicts among those attending the pre-installation conference.
1.5 DELIVERY AND STORAGE
Deliver materials to job site in original unopened packages, marked with manufacturer's name, brand name, and description of contents. Store materials off the ground and in accordance with the manufacturer's recommendations in a clean, dry, well-ventilated area. Protect stored materials from rain, sunlight, and excessive heat. Keep coating materials which would be damaged by freezing at a temperature not less than 40 degrees F. Do not expose insulation board to flame or other ignition sources.
SECTION 07 24 00 Page 8
1.6 ENVIRONMENTAL CONDITIONS
a. Do not prepare materials or apply EIFS during inclement weather unless appropriate protection is provided. Protect installed materials from inclement weather until they are dry.
b. Apply sealants and wet materials only at ambient temperatures of 40 degrees F or above and rising, unless supplemental heat is provided.
The system must be protected from inclement weather and maintain this temperature for a minimum of 24 hours after installation.
c. Do not leave insulation board exposed to sunlight after installation.
1.7 WARRANTY
Furnish manufacturer's standard warranty for the EIFS. Warranty must run directly to Government and cover a period of not less than 5 years from date Government accepted the work.
PART 2 PRODUCTS
2.1 COMPATIBILITY
Provide all materials compatible with each other and with the substrate, and as recommended by EIFS manufacturer.
2.2 SHEATHING BOARD
2.2.1 Glass Mat Gypsum Sheathing Board
a. Conform to ASTM C1177/C1177M ; or.
b. ASTM C1278/C1278M , Water Resistant Exterior Type only
2.3 ADHESIVE
Manufacturer's standard product, including primer as required, must be compatible with substrate and insulation board to which the system is applied.
2.4 MECHANICAL FASTENERS
Corrosion resistant and as approved by EIFS manufacturer. Select fastener type and pattern based on applicable wind loads and substrate into which fastener will be attached, to provide the necessary pull-out, tensile, and shear strengths.
2.5 2.3 WATER-RESISTIVE COATINGS
EIFS manufacturer's standard formulation and accessories for use as water/weather-resistive barriers, compatible with substrate, and complying with physical and performance criteria of ICC-ES AC209 .
2.6 THERMAL INSULATION
2.6.1 Manufacturer's Recommendations
Provide only thermal insulation recommended by the EIFS manufacturer for
SECTION 07 24 00 Page 9 the type of application intended.
2.6.2 Insulation Board
Insulation board must be standard product of manufacturer and must be compatible with other systems components. Boards must be factory marked individually with the manufacturer's name or trade mark, the material specification number, the R-value at 75 degree F, and thickness. No layer of insulation shall be less than 3/4 inch thick. The maximum thickness of all layers must not exceed 4 inches. Insulation Board must be certified as aged, in block form, prior to cutting and shipping, a minimum of 6 weeks by air drying, or equivalent.
a. Thermal resistance: As indicated on drawings.
b. Insulating material: ASTM C578 Type I as recommended by the EIFS manufacturer and treated to be compatible with other EIFS components.
Age insulation by air drying a minimum of 6 weeks prior to cutting and shipping.
c. Drainage: Preform channels into the interior face of insulation board or provide polypropylene drainage lath spacer to provide water drainage system.
d. Recycled Content: Provide insulation material that has minimum of 10 percent recycled material. Provide data identifying percentage of recycled content for insulation materials.
2.7 BASE COAT
Manufacturer's standard product and compatible with other systems components.
2.8 PORTLAND CEMENT
Conform to ASTM C150/C150M, Type I or II as required, fresh and free of lumps, and approved by the systems manufacturer.
2.9 REINFORCING FABRIC
Reinforcing fabric mesh must be alkali-resistant, balanced, open weave , glass fiber fabric made from twisted multi-end strands specifically treated for compatibility with the other system materials, and comply with ASTM E2098/E2098M and as recommended by EIFS manufacturer.
2.10 FINISH COAT
Manufacturer's standard product conforming to the requirements in the paragraph on Sub-Component Requirements and Tests. For color consistency, use materials from the same batch or lot number.
2.11 SEALANT PRIMER
Non-staining, quick-drying type recommended by sealant manufacturer and EIFS manufacturer.
2.12 ACCESSORIES
Conform to recommendations of EIFS manufacturer, including trim, edging, SECTION 07 24 00 Page 10 anchors, and expansion joints. All metal items and fasteners to be corrosion resistant.
2.13 JOINT SEALANT
Non-staining, quick-drying type meeting ASTM C920, as Type S or M, minimum Grade NS, minimum Class 25 and compatible with the finish system type and grade, and recommended by both the sealant manufacturer and EIFS manufacturer.
2.14 BOND BREAKER
As required by EIFS manufacturer and recommended by sealant manufacturer and EIFS manufacturer.
2.15 BACKER ROD
Closed cell polyethylene free from oil or other staining elements and as recommended by sealant manufacturer and EIFS manufacturer. Do not use absorptive materials as backer rod. The backer rod should be sized 25 percent larger than the width of the joint.
PART 3 EXECUTION
3.1 EXAMINATION
Examine substrate and existing conditions to determine that the EIFS can be installed as required by the EIFS manufacturer and that all work related to the EIFS is properly coordinated. Surface must be sound and free of oil, loose materials or protrusions which will interfere with the system installation. If deficiencies are found, notify the Contracting Officer and do not proceed with installation until the deficiencies are corrected. The substrate must be plane, with no deviation greater than 1/4 inch when tested with a 10 foot straightedge. Determine flatness, plumbness, and any other conditions for conformance to manufacturer's instructions.
3.2 SURFACE PREPARATION
Prepare existing surfaces for application of the EIFS to meet flatness tolerances and surface preparation according to manufacturer's installation instructions but provide a flatness of not more that 1/4 inch in 10 feet. Provide clean surfaces free of oil and loose material without protrusions adversely affecting the installation of the insulation board.
For adhesively attached EIFS, existing deteriorated paint must be removed. Due to substrate conditions or as recommended by the system manufacturer, a primer may be required. Apply the primer to existing surfaces as recommended by the manufacturer. Apply weather-resistive coating over concrete substrates to protect substrates from degradation and to provide water-/weather-resistive barrier. Use masking tape to protect areas adjacent to the EIFS to prevent base or finish coat to be applied to areas not intended to be covered with the EIFS. The contractor must not proceed with the installation until all noted deficiencies of the substrate are corrected.
3.3 INSTALLATION
Install EIFS as indicated, comply with manufacturer's instructions except as otherwise specified, and in accordance with the shop drawings. EIFS
SECTION 07 24 00 Page 11 must be installed only by an applicator trained by the EIFS manufacturer.
Specifically, include all manufacturer recommended provisions regarding flashing and treatment of wall penetrations. Any materials that show visual evidence of biological growth due to the presence of moisture must not be installed on the building project.
3.3.1 Sheathing Board
Edges and ends of boards must be butted snugly with vertical joints staggered to provide full and even support for the insulation. Do not align sheathing board joints with wall openings. Provide support at both vertical and horizontal joints. Attach sheathing board to metal studs with self-tapping drywall screws . Place fasteners sufficiently close to support imposed loads, but not more than:
a. Maximum of 8 inches apart on each supporting stud
Space fasteners more closely when required for negative wind load resistance.
3.3.2 Insulation Board
Unless otherwise specified by the system manufacturer, place the long edge horizontally from level base line. Stagger vertical joints and interlock at corners. Butt joints tightly. Provide flush surfaces at joints.
Offset insulation board joints from joints in sheathing by at least 8 inches. Align drainage channels of integral drainage system or provide polypropylene drainage lath space to provide a path for any water weeped from behind the insulation to escape wall construction. Use L-shaped insulation board pieces at corners of openings. Joints of insulation must be butted tightly. Surfaces of adjacent insulation boards must be flush at joints. Gaps greater than 1/16 inch between the insulation boards must be filled with slivers of insulation. Uneven board surfaces with irregularities projecting more than 1/16 inch must be rasped in accordance with the manufacturer's instructions to produce an even surface. Attach insulation board as recommended by manufacturer. The adhered insulation board must be allowed to remain undisturbed for 24 hours prior to proceeding with the installation of the base coat/reinforcing mesh, or longer if necessary for the adhesive to dry. However, do not leave insulation board exposed longer than recommended by insulation manufacturer.
3.3.2.1 Adhesively Fastened Insulation Boards
Apply insulation board using adhesive spread with a notched trowel to the back of the insulation boards in accordance with the manufacturer’s instructions.
3.3.3 Base Coat and Reinforcing Fabric Mesh,
3.3.3.1 Class PB Systems
Allow the adhered insulation board to dry for 24 hours, or longer if necessary, prior to proceeding with the installation of the base coat/reinforcing fabric mesh. Install reinforcing fabric in accordance with manufacturer's instructions. Mix base coat in accordance with the manufacturer's instructions and apply to insulated wall surfaces to the thickness specified by the system manufacturer and provide any other reinforcement recommended by EIFS manufacturer. Trowel the reinforcing
SECTION 07 24 00 Page 12 fabric mesh into the wet base coat material. Fully embed the mesh in the base coat. When properly worked-in, the pattern of the reinforcing fabric mesh must not be visible. Provide diagonal reinforcement at opening corners. Back-wrap or edge wrap all terminations of the EIFS. Overlap the reinforcing fabric mesh a minimum of 2.5 inches on previously installed mesh, or butted, in accordance with the manufacturer’s instructions.
3.3.4 Finish Coat
The base coat/reinforcing mesh must be allowed to dry a minimum of 24 hours prior to application of the finish coat. Surface irregularities in the base coat, such as trowel marks, board lines, reinforcing mesh laps, etc., must be corrected prior to the application of the finish coat.
Apply and level finish coat in one operation. Obtain final texture by trowels, floats, or by spray application as necessary to achieve the required finish matching approved mock-up installation. Apply the finish coat to the dry base coat maintaining a wet edge at all times to obtain a uniform appearance. The thickness of the finish coat must be in accordance with the system manufacturer’s current published instructions.
Apply finish coat so that it does not cover surfaces to which joint sealants are to be applied.
3.4 JOINT SEALING
Seal EIFS at openings as recommended by the system manufacturer. Apply sealant only to the base coat or base coat with EIFS Manufacturer's color coating. Do not apply sealant to the finish coat.
3.4.1 Surface Preparation, Backer Rod, and Primer
Immediately prior to application, remove loose matter from joint. Ensure that joint is dry and free of finish coat, or other foreign matter.
Install backer rod. Apply primer as required by sealant and EIFS manufacturer. Check that joint width is as shown on drawings but in no case shall it be less than 0.5 inch for perimeter seals and 0.75 inch for expansion joints. The width must not be less than 4 times the anticipated movement. Check sealant manufacturer's recommendations regarding proper width to depth ratio.
3.4.2 Sealant
Do not apply sealant until all EIFS coatings are fully dry. Apply sealant in accordance with sealant manufacturer's instructions with gun having nozzle that fits joint width. Do not use sealant that has exceeded shelf life or cannot be discharged in a continuous flow. Completely fill the joint solidly with sealant without air pockets so that full contact is made with both sides of the joint. Tool sealant with a round instrument that provides a concave profile and a uniformly smooth and wrinkle free sealant surface. Do not wet tool the joint with soap, water, or any other liquid tooling aid. During inclement weather, protect the joints until sealant application. Use particular caution in sealing joints between window and door frames and the EIFS wall and at all other wall penetrations. Clean all surfaces to remove excess sealant.
3.5 FIELD QUALITY CONTROL
Throughout the installation, the contractor must establish and maintain an inspection procedure to assure compliance of the installed EIFS with contract requirements. Work not in compliance must be removed and
SECTION 07 24 00 Page 13 replaced or corrected in an approved manner. The inspection procedures, from acceptance of deliveries through installation of sealants and final acceptance must be performed by qualified inspector trained by the manufacturer.
3.5.1 Inspection Check List
During the installation and at the completion of installation, perform inspections covering at the minimum all applicable items enumerated on the attached check list. The inspector must initial and date all applicable items, sign the check list, and submit it to the Contracting Officer at the completion of the EIFS erection.
CHECK LIST
Item Description Appr'd/Date_
a. Materials are handled and stored correctly. _ ____
b. Environmental conditions are within specified limits, _ _____ including temperature not below 4 degrees C (40 degrees F), and the work is protected from the elements as required.
c. Preparation and installation is performed by qualified _ _____ personnel using the correct tools.
d. Adjacent areas to which EIFS is not to be applied _ ____ (such as on window and door frames) are protected with masking tape, plastic films, drop cloths, etc.
to prevent accidental application of EIFS materials.
e. Control, expansion and aesthetic joints are installed as _ ____ indicated or recommended. Accessories are properly installed.
f. Substrate is in-plane, properly attached, clean, dry, and _ ____ free of contaminants. Concrete substrate is free of efflorescence.
g. Materials are mixed thoroughly and in proper proportions. _ ____
h. Adhesive is applied in sufficient quantity with proper- _ ____ size notched trowel.
i. Mechanical attachments have proper spacing, layout and _ ____ fastener depth.
j. Insulation boards are tightly abutted, in running bond _ ____ pattern, with joints staggered with the sheathing, board corners interlocked, L-shaped boards around openings, edges free of adhesive, and provision for joints. Gaps are filled and surfaces rasped.
k. Insulation adhesive must be allowed to dry (a minimum of _ ____ 24-hours) prior to the application of the base coat.
l. Reinforcing fabric mesh is properly back-wrapped at _ ____ terminations.
SECTION 07 24 00 Page 14
CHECK LIST
Item Description Appr'd/Date_
m. Reinforcing fabric mesh is fully embedded and properly _ ____ placed. Corners are reinforced. Openings are diagonally reinforced. Mesh overlaps minimum 65 mm (2- 1/2 inches).
n. Base coat thickness is within specified limits. _ ____
o. The base coat/reinforcing fabric mesh must be allowed to _ ____ dry (a minimum of 24-hours) prior to the application of the finish coat.
p. Finish coat is applied with sufficient number of _ ____ personnel and stopped at suitable points. Floats and methods of texturing are uniform.
q. All flashings are properly installed. _ ____
r. All joints are properly sealed in their entire length _ ____ at time and under environmental conditions as specified by the manufacturer.
s. All scaffolding, equipment, materials, debris _ ____ and temporary protection are removed from site upon completion.
Name of Inspector:________________ Signed:__________________ Date:________
3.6 CLEANUP
Upon completion, remove all scaffolding, equipment, materials and debris from site. Remove all temporary protection installed to facilitate installation of EIFS.
-- End of Section --
SECTION 07 24 00 Page 15
THIS PAGE INTENTIONALLY LEFT BLANK
SECTION 07 24 00 Page 16
| 2023-02-28 Wisconsin B420 Bldg - Add#1 Specs ToC |
| PROJECT TABLE OF CONTENTS |
| 07 24 00 |
| 07 24 00 - EXTERIOR INSULATION AND FINISH SYSTEMS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION AND REQUIREMENTS |
| 1.2.1 System Requirements and Tests |
| 1.2.1.1 Water Penetration |
| 1.2.1.2 Wind Load |
| 1.2.1.3 Full scale or intermediate scale fire test |
| 1.2.1.4 Mock-Up Installation of EIFS |
| 1.2.2 Component Requirements and Tests |
| 1.2.2.1 Surface Burning Characteristics |
| 1.2.2.2 Radiant Heat |
| 1.2.2.3 Impact Resistance |
| 1.2.3 Sub-Component Requirements and Tests |
| 1.2.3.1 Abrasion Resistance |
| 1.2.3.2 Accelerated Weathering |
| 1.2.3.3 Mildew Resistance |
| 1.2.3.4 Salt Spray Resistance |
| 1.2.3.5 Water Resistance |
| 1.2.3.6 Absorption-Freeze/Thaw |
| 1.2.3.7 Sample Boards |
1.2.4 Moisture Analysis
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Qualifications of EIFS Manufacturer |
| 1.4.2 Qualification of EIFS Installer |
| 1.4.3 Qualification of Sealant Applicator |
| 1.4.4 Qualifications of Third Party Inspector |
| 1.4.5 Insulation Board |
| 1.4.6 Pre-Installation Conference |
| 1.5 DELIVERY AND STORAGE |
| 1.6 ENVIRONMENTAL CONDITIONS |
| 1.7 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 COMPATIBILITY |
| 2.2 SHEATHING BOARD |
| 2.2.1 Glass Mat Gypsum Sheathing Board |
| 2.3 ADHESIVE |
| 2.4 MECHANICAL FASTENERS |
| 2.5 2.3 WATER-RESISTIVE COATINGS |
| 2.6 THERMAL INSULATION |
| 2.6.1 Manufacturer's Recommendations |
| 2.6.2 Insulation Board |
| 2.7 BASE COAT |
| 2.8 PORTLAND CEMENT |
| 2.9 REINFORCING FABRIC |
| 2.10 FINISH COAT |
| 2.11 SEALANT PRIMER |
| 2.12 ACCESSORIES |
| 2.13 JOINT SEALANT |
| 2.14 BOND BREAKER |
| 2.15 BACKER ROD |
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.2 SURFACE PREPARATION |
| 3.3 INSTALLATION |
| 3.3.1 Sheathing Board |
| 3.3.2 Insulation Board |
| 3.3.2.1 Adhesively Fastened Insulation Boards |
| 3.3.3 Base Coat and Reinforcing Fabric Mesh, |
| 3.3.3.1 Class PB Systems |
3.3.4 Finish Coat
| 3.4 JOINT SEALING |
| 3.4.1 Surface Preparation, Backer Rod, and Primer |
| 3.4.2 Sealant |
| 3.5 FIELD QUALITY CONTROL |
| 3.5.1 Inspection Check List |
3.6 CLEANUP
File details come from the government source that posted it. Updated .