W912QR23R0041_Specs-0001.pdf

W22W9K11944598

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912QR23R0041 for the Renovation of Hangar 750 located at Patrick Space Force Base, Florida is hereby amended as follows:

See Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

1 11

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR23R0041

X 9B. DATED (SEE ITEM 11)

13-Jun-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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 you 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3.EFFECTIVE DATE

25-Jul-2023

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR23R0041_Specs-0001

W912QR23R0041

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 28-Jul-2023 01:00 PM to 10-Aug-2023 01:00 PM.

The following have been added by full text:

AMDT 00001 CONTINUATION PAGE

a. The following PLAN SHEETS have been revised:

AD103 FIRST FLOOR NORTH WING DEMOLITION

AD104 SECOND FLOOR NORTH WING DEMOLITION PLAN

AD105 FIRST FLOOR SOUTH WING WEST DEMOLITION PLAN

AD106 FIRST FLOOR SOUTH WING EAST DEMOLITION PLAN

AD107 SECOND FLOOR SOUTH DEMOLITION PLAN

AE507 HANGAR DOOR DETAILS (BID OPTION 2)

AF001 FINISH MATERIALS LIST

b. The following SPECIFICATION SECTIONS have been revised:

08 60 45 TRANSLUCENT PANELS (Bid Option 2)

10 1 13 BIRD BARRIER NETTING

c. The following SPECIFICATION SECTIONS have been deleted in their entirety:

09 67 23.16 FUEL RESISTIVE RESINOUS FLOORING

d. The following PHOTOS have been added to address Bidder Inquires regarding existing Switchgear Panels.

Switchgear Manufacture - 1200A 480V 3P 4W Switchboard Switchgear Manufacture - 1200A 208/120V 3P 4W Switchboard

e. Wage Decision FL20230001, dated 02 June 2023, is hereby revised and replaced in its entirety by Wage Decision FL20230001, dated 07 July 2023.

f. All other terms and conditions remain unchanged.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been modified:

WAGE RATES

"General Decision Number: FL20230001 07/07/2023

Superseded General Decision Number: FL20220001

State: Florida

Construction Types: Building, Heavy and Highway

County: Brevard County in Florida.

**CAPE CANAVERAL AIR STATION, PATRICK AIR FORCE BASE KENNEDY

SPACE CENTER AND MALABAR RADAR SITE IN BREVARD COUNTY BUILDING

CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories) HEAVY AND HIGHWAY CONSTRUCTION

PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $16.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2023. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.15 per hour (or the | | | applicable wage rate listed| | | on this wage determination,|

| | if it is higher) for all | | | hours spent performing on | | | that contract in 2023. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2023 1 01/13/2023 2 05/05/2023 3 06/02/2023 4 07/07/2023

ASBE0067-001 01/01/2021

Rates Fringes

Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems).........................$ 30.12 13.11

ASBE0067-002 07/01/2017

Rates Fringes

HAZARDOUS MATERIAL HANDLER

(Includes preparation, wetting, stripping, removal, scrapping, vacuuming,bagging, and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not).........$ 16.50 10.90

BOIL0433-001 01/01/2021

Rates Fringes

BOILERMAKER......................$ 30.49 23.13

BRFL0008-001 05/01/2022

Rates Fringes

BRICKLAYER (BRICKLAYERS,

BLOCKLAYERS, PLASTERERS,

TERRAZZO WORKERS, TILE

SETTERS AND CEMENT MASONS)

COMMERCIAL..................$ 26.30 10.50

INDUSTRIAL..................$ 27.25 10.50

INDUSTRIAL work includes: Bulk plants, power houses, chemical plants, missile sites including all work at Cape Canaveral Air Force Station and Kennedy Space Flight Center.

CARP1000-001 07/01/2022

Rates Fringes

MILLWRIGHT.......................$ 32.75 19.08

* CARP1905-002 06/01/2023

Rates Fringes

Carpenters:

*INDUSTRIAL:

CARPENTERS.................$ 31.40 13.30

PILEDRIVERMEN..............$ 25.45 12.20

COMMERCIAL:

CARPENTERS.................$ 26.65 13.30

PILEDRIVERMEN..............$ 25.45 12.20

ELEC0222-001 09/01/2020

Rates Fringes

Line Construction:

CABLE SPLICER...............$ 42.91 7.55+24.5%

GROUNDMAN...................$ 23.30 7.10+24.5%

LINEMAN; HEAVY EQUIPMENT

OPERATOR....................$ 40.87 7.55+24.5%

ELEC0756-001 01/01/2023

Rates Fringes

ELECTRICIAN

Cable Splicer...............$ 33.07 3%+13.45 Wireman.....................$ 33.07 3%+13.45

ELEV0139-001 01/01/2023

Rates Fringes

ELEVATOR MECHANIC................$ 49.28 37.335+a+b

FOOTNOTE:

A. Employer contributions 8% of regular hourly rate to vacation pay credit for employee who has worked in business more than 5 years; Employer contributions 6% of regular hourly rate to vacation pay credit for employee who has worked in business less than 5 years.

Paid Holidays: New Year's Day; Memorial Day; Independence Day; Labor Day; Veterans Day; Thanksgiving Day; The Friday after Thanksgiving Day; and Christmas Day.

ENGI0673-001 05/01/2021

Rates Fringes

Power equipment operators:

GROUP 1.....................$ 32.36 14.00

GROUP 2.....................$ 26.59 14.00

GROUP 3.....................$ 24.65 14.00

GROUP 4.....................$ 22.81 14.00

POWER EQUIPMENT OPERATORS

CLASSIFICATIONS GROUP 1: Mechanic/Welder,Tower Crane, Locomotive Crane, Crawler Crane, Truck Crane, Hydro Crane, Piledriver (including auger and boring machine)

GROUP 2: Gantry Crane, Bridge Crane, Clam Shell, Dragline, Backhoe, Gradall, Grader, Sideboom, Multi-Drum Hoist, Extendable Forklift or Straight-Mast Forklift twenty (20) tons or above, Locomotive Engineer, Tugboat Captain (150 hp or more), Concrete Pump with boom

GROUP 3: Bulldozers, Straight-Mast Forklift under twenty

(20) tons, Straddle Buggy, Single Drum Hoist, Winch Truck, Trenching Machine, Concrete Paver, Scraper, Loader, Asphalt Paving Machine, Lubricating Engineer, Fireman, Concrete Breaking Machine, Concrete Mixer

GROUP 4: Tractors, Wellpoint System Operator and Installer, Air Compressor, Pulver Mixer, Motor Boat, Power Boat, Power Sweeper, Welding Machine, Oiler, Pump, Conveyor, Roller, WaterTruck, Asphalt Distributor, Concrete Pump (trailer type), Utility Operator

IRON0808-001 01/01/2023

Rates Fringes

IRONWORKER.......................$ 31.28 16.45

LABO0517-001 05/01/2023

Rates Fringes

Laborers:

Asbestos Abatement, Hazardous and Toxic Waste Removal Laborers; (On all mechaincal systems: Lead Base Paint Removal;pipes, boilers, ducts, flues, breechings, ect.; that are going to be scrapped, the removal of all insulating materials whether they contain asbestos or not shall be the exclusive work of the laborers;.......$ 22.61 11.59 Carpenter Tender, Cement Mason Tender, Block/ Bricklayer Tender Plasterer Tender............$ 22.61 11.59 Demolition Laborers.........$ 22.61 11.59 General Laborer.............$ 22.61 11.59 Pipelayer Laborer, Laborer engaged in the pouring of concrete, mortar mixers, masonry forklift operator, and operation of power tools.......................$ 22.61 11.59

PAIN0078-001 06/01/2021

Rates Fringes

GLAZIER..........................$ 24.71 14.60

PAIN0078-002 08/01/2021

Rates Fringes

PAINTER..........................$ 24.71 14.60

PLUM0295-001 01/01/2023

Rates Fringes

Plumber/Pipefitter/Steamfitter INDUSTRIAL: Bulk Plants, Power-houses, Chemical Plants, Missile Sites, (Including all Work at Cape Canaveral Air

Force Station and Kennedy Space Flight Center but excluding work performed at Patrick Air Force Base and Malabar Radar Site), Oil Refineries, etc., and such other work which is related to and considered a part of the above type projects....................$ 37.41 22.23 Schools, Hospitals, Shopping Centers, and work not listed as Industrial....$ 37.41 22.23

ROOF0136-001 08/01/2022

Rates Fringes

ROOFER...........................$ 25.59 9.03

* SFFL0821-002 07/02/2023

Rates Fringes

SPRINKLER FITTER

Commercial..................$ 32.03 22.15 Industrial..................$ 34.38 22.15

Industrial: Jobs covering sugar mills, power plants, trash burning plants, military installations and Cape Kennedy. All other work shall be commercial rate.

SHEE0015-001 07/01/2022

Rates Fringes

SHEET METAL WORKER...............$ 30.22 16.93

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

(End of Summary of Changes)

P2# 485805 RENOVATE HANGAR 750 FOR 920 RQW

PATRICK SPACE FORCE BASE, FLORIDA

SECTION 08 60 45 Page 1

CERTIFIED FINAL - AMENDMENT 0001

PART 1 GENERAL

1.1 SUMMARY

SECTION 08 60 45

TRANSLUCENT PANELS (Bid Option 2) 08/20

Amendment 0001

Provide commercially available translucent wall panel systems, miscellaneous framing members, connections, and supporting structural elements which satisfy all requirements contained in this section and have been verified by load testing and independent design analyses to meet specified design requirements. Provide UV-stabilized, shatterproof and energy efficient light transmitting plastics. Systems must meet requirements of UFC 4-010-01.

1.2 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.

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 1503 (2009) Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections

AAMA 2605 (2020) Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

AAMA/WDMA/CSA 101/I.S.2/A440 (2017) North American Fenestration Standard/Specification for Windows, Doors, and Skylights

ASTM INTERNATIONAL (ASTM)

ASTM C297/C297M (2016) Flatwise Tensile Strength of Sandwich Constructions

ASTM D572 (2004; R 2019) Rubber Deterioration by Heat and Oxygen

ASTM D1002 (2010; R 2019) Apparent Shear Strength of Single-Lap-Joint Adhesively Bonded Metal Specimens by Tension Loading (Metal-to-Metal)

ASTM D1003 (2013) Haze and Luminous Transmittance of Transparent Plastics

ASTM D1037 (2012) Evaluating Properties of Wood-Base Fiber and Particle Panel Materials

ASTM D2244 (2016) Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

ASTM D3841 (2016) Standard Specification for Glass Fiber-Reinforced Polyester Plastic Panels

ASTM E72 (2022) Conducting Strength Tests of Panels for Building Construction

ASTM E283 (2019) Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E331 (2000; R 2016) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E661 (2022) Standard Test Method for Performance of Wood and Wood-Based Floor and Roof Sheathing Under Concentrated Static and Impact Loads

ASTM E695 (2022) Measuring Relative Resistance of Wall, Floor, and Roof Construction to Impact Loading

ICC EVALUATION SERVICE, INC. (ICC-ES)

ICC-ES AC04 (2012; R 2015) Acceptance Criteria for Sandwich Panels

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2021) International Building Code

NATIONAL FENESTRATION RATING COUNCIL (NFRC)

NFRC 100 (2020) Procedure for Determining Fenestration Product U-Factors

NFRC 200 (2020) Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 4-010-01 (2018; with Change 2, 2022) DoD Minimum Antiterrorism Standards for Buildings

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.23 (Nov 2016) Ladders

SECTION 08 60 45 Page 2

UNDERWRITERS LABORATORIES (UL)

UL 972 (2006; Reprint Nov 2020) UL Standard for Safety Burglary Resisting Glazing Material Type

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00

SD-02 Shop Drawings

Shop Drawings; G

SD-03 Product Data

Translucent Panels; G

Warranty

SD-06 Test Reports

Test Reports

SD-07 Certificates

Systems

Qualifications

1.4 QUALITY ASSURANCE

a. Provide documentation of Qualifications for the following: The manufacturer is a company specializing in the manufacture of the specified products with a minimum of 10 years documented experience.

The installer has documented experience of 5 years minimum performing the work specified.

1.5 DELIVERY, STORAGE, AND HANDLING

Provide factory assembled system modules to the greatest extent possible.

Ship panels to the jobsite in rugged shipping units, ready for erection.

Affix conspicuous decals on all units warning individuals against sitting or stepping on the units. Store panels as recommended by manufacturer, several inches above the ground, blocked and under cover to prevent warping. Deliver units in manufacturer's original containers, dry, undamaged, with seals and labels intact. Deliver, store and protect all products in accordance with manufacturer's recommendations.

1.6 WARRANTY

Provide the manufacturer's complete warranty for materials, workmanship, and installation. The warranty is for 5 years from the time of project completion and with no proration. The warranty must guarantee, but not be limited to, the following:

SECTION 08 60 45 Page 3

a. In accordance with ASTM D2244, panels do not darken more than 3.0 Delta E units after 5 years of outdoor weathering in South Florida at 45 degrees facing south. Document compliance with this requirement in submitted Test Reports.

b. There is no delamination of the panel affecting appearance, performance, weatherability or structural integrity of the panels or the completed system.

c. There is no fiberbloom on the panel face.

d. Change in light transmission of no more than 6 percent in accordance with ASTM D1003, and in color (yellowing index) no more than 10 points in comparison to the original specified value over a 10 year period.

e. Provide a single source warranty for the glazing panels and the framing system. Third party warranty for the glazing panels will not be accepted.

PART 2 PRODUCTS

2.1 TRANSLUCENT PANELS

Fabricate panels of glass-fiber reinforced polyester panels conforming to the specified requirements and other appropriate lab test specified criteria. Submit certified Test Reports from independent testing laboratory for each type and class of panel system. Reports must verify that the material meets specified performance requirements. Previously completed test reports will be acceptable if they are current and indicative of products used on this project. Provide listing certificate certifying that the product complies with the safety standards of UFC 4-010-01 and ICC IBC . Size and color of panels as indicated.

2.2 GLASS-FIBER PANELS

Provide glass-fiber reinforced polyester panels conforming to ASTM D3841, Class A and to the requirements of AAMA/WDMA/CSA 101/I.S.2/A440 .

2.2.1 Weatherability

Provide the exposed faces of fiberglass sandwich type panels with a permanent glass veil erosion barrier embedded integrally to provide maximum long term resistance to reinforcing fiber exposure. The exterior face sheet must be uniform in strength and resistant to penetration by pencil point.

2.2.2 Non Combustible Grid Core

Use 6063-T6 aluminum I-beams with provisions for mechanical interlocking of muntin-mullion and perimeter to prevent high and low intersections which do not allow full bonding surface to contact with face material.

I-beam width no less than 7/16 inch. Machine I-beam grid to tolerances of not greater than plus or minus 0.002 inch for flat panels. Panels must withstand 1200 degrees F fire for a minimum of one hour without collapse or exterior flaming.

2.2.3 Adhesive

Use heat and pressure resin-type laminate adhesive engineered for

SECTION 08 60 45 Page 4

SECTION 08 60 45 Page 5 structural sandwich panel use; which passes testing requirements specified by the International Conference of Building Officials' "Acceptance Criteria for Sandwich Panel Adhesive". Provide with the following minimum strength:

a. Tensile Strength of 750 psi in accordance with ASTM C297/C297M after two exposures to six cycles each of the aging conditions prescribed in

ASTM D1037.

b. Shear Strength, after exposure to five separate aging conditions in accordance with ASTM D1002:

(1) 540 psi at 50 percent relative humidity and 73 degrees F.

(2) 800 psi under accelerated aging in accordance with ASTM D1037 at room temperature.

(3) 250 psi under accelerated aging in accordance with ASTM D1037 at 182 degrees F.

(4) 1400 psi after 500 hour Oxygen Bomb in accordance with ASTM D572.

(5) 100 psi at 182 degrees F.

2.2.4 Panel Construction

Provide panels consisting of fiberglass faces laminated to an aluminum I-beam grid core and deflecting no more than 1.9 inches at 30 psf in 10 feet in accordance with ASTM E72, without a supporting frame. Include manufacturing facilities, sandwich panel components and production sandwich panels in the quality control inspections and required testing, conducted at least once each year, for conformance with ICC-ES AC04 or equivalent.

2.3 COMMON PANEL REQUIREMENTS

2.3.1 Appearance

Provide face sheets uniform in color to prevent splotchy appearance and completely free of ridges and wrinkles which prevent proper surface contact. Clusters of air bubbles/pinholes which collect moisture and dirt are not acceptable.

AMENDMENT 0001************************************************************

2.3.2 Panel Fabrication

Panel construction must meet the following requirements:

a. Light transmission 16 percent; color white/white (match existing color - contractor to verify).

b. Assembled panel thickness as required to meet specifications.

c. Grid size as indicated. Square pattern as indicated (to match existing).

SECTION 08 60 45 Page 6

2.3.3 Thermal Performance

Provide translucent panel system (including frames and glass) certified by the National Fenestration Rating Council with a whole-unit Solar Heat Gain Coefficient (SHGC) maximum of 0.65 determined according to NFRC 200 procedures and a U-factor maximum of 0.29 Btu/hr-ft2-F in accordance with

NFRC 100.

************************************************************AMENDMENT 0001

2.3.4 Condensation Index Rating

The condensation index rating for the thermally broken panels must be 80 as determined using National Fenestration Rating Council approved software THERM and AAMA 1503.

2.4 TRANSLUCENT PANEL SYSTEMS

Submit manufacturer's certificate that the systems meet or exceed specified requirements. Provide systems evaluated and listed (the whole translucent panel as a unit, not just a glazing material in the unit) by the recognized building code authorities: ICC and SBCCI-Public Safety Testing and Evaluation Services Inc. Product ratings determined using NFRC 100 and NFRC 200 must be authorized for certification and properly labeled by the manufacturer. Provide translucent panel systems meeting the following requirements:

a. Integral perimeter framing system assembly by the manufacturer.

b. Exterior panel faces crystal in color. Interior panel faces white in color.

c. Air infiltration at 1.57 psf less than 0.04 cfm/ft2 and at 6.24 psf less than 0.07 cfm/ft2 in accordance with ASTM E283.

d. Water penetration at test pressure of 15 psf equals zero in accordance with ASTM E331.

e. Manufacturer is responsible for maximum system deflection, in accordance with the applicable building code, and without damage to system performance. Calculate deflection in accordance with engineering principles.

f. Incorporate weepage elements within the perimeter framework of the glazing system for drainage of any condensation or water penetration.

g. System must accommodate movement within the system; movement between the system and perimeter framing components; dynamic loading and release of loads; and deflection of supporting members. Achieve this without damage to system or components, deterioration of weather seals and fenestration properties specified.

h. The exterior panel face must repel an impact of 70 foot-pounds without fracture or tear when impacted by a 3.25 inch diameter, 5 pound free falling ball dropped per UL 972.

i. Provide system meeting the fall through requirements of 29 CFR 1910.23 as demonstrated by testing in accordance with ASTM E661 or ASTM E695, thereby not requiring supplemental screens or railings.

j. Exposed aluminum color will be selected from the manufacturer's standard range. Provide corrosion resistant superior-performance organic finish in accordance with AAMA 2605 with total dry film thickness of not less than 1.2 mils.

k. Provide a system requiring no scheduled recoating to maintain its performance or for UV resistance.

l. Design criteria:

(1) Wind Speed: 120 mph.

m. Use 6063-T6 and 6063-T5 extruded aluminum; all fasteners of stainless steel.

2.4.1 Translucent Panels

Contract drawings show general assembly details. Comply with design intent and performance requirements. Contractor shall design and provide any miscellaneous framing members and connections not shown in the drawings. A registered professional engineer must size all framing members and design all structural connections; submit a copy of the calculations.

2.5 FLEXIBLE SEALING TAPE

Provide manufacturer's standard pre-applied sealing tape to closure system at the factory under controlled conditions.

PART 3 EXECUTION

3.1 EXAMINATION

Field verify all submitted opening sizes, dimensions and tolerances;

preparation of openings includes isolating dissimilar materials from aluminum system to avoid damage by electrolysis. The installer must examine area of installation to verify readiness of site conditions and to notify the Contractor about any defects requiring correction. Verify when structural support is ready to receive all specified work and to convene a pre-installation conference, if approved by the Contracting Officer, including the Contractor, installer and all parties directly affecting and affected by the specified work. Do not install any materials that show visual evidence of biological growth due to the presence of moisture. Do not commence work until conditions are satisfactory.

3.2 ERECTION

Erect translucent panel system in accordance with the approved shop drawings supplied by the manufacturer. Submit drawings showing fabrication details, materials, dimensions, installation methods, anchors, and relationship to adjacent construction. Install miscellaneous framing, purlins, girts, angles, furring and anchorage to meet translucent panel manufacturer's engineer calculations and performance requirements. Fasten and seal in accordance with the manufacturer's shop drawings. Install panels, after other trades have completed work on adjacent materials.

Carefully inspect and adjust panel installation as necessary to ensure

SECTION 08 60 45 Page 7 proper installation and weather-tight conditions. Provide all staging, lifts and hoists required for the complete installation and field measuring. Install system clean of dirt, debris or staining and thoroughly examined for removal of all protective material prior to final inspection of the designated work area.

-- End of Section --

SECTION 08 60 45 Page 8

PART 1 GENERAL

1.1 SUBMITTALS

SECTION 10 81 13

BIRD BARRIER NETTING

03/23

Amendment 0001

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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29.00 06 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Bird Barrier Netting; G

Bird Netting Hardware; G

SD-03 Product Data

Bird Barrier Netting; G

Bird Netting Hardware; G

SD-05 Design Data

Bird Barrier Netting; G

SD-11 Closeout Submittals

Recycled Content; S

1.2 DELIVERY, STORAGE, AND HANDLING

Deliver materials in manufacturer's original, unopened containers or packaging with labels intact and legible. Deliver, store and handle materials so as to prevent damage. Replace damaged or defective materials with new.

1.3 QUALITY CONTROL

1.3.1 Installer Qualifications

An authorized representative of the bird barrier netting manufacturer for installation of units required for this project.

1.3.2 Manufacturer Qualifications

Manufacturer shall design, engineer, and fabricate bird barrier netting to withstand the tensions required using the materials specified to provide a nonsagging installation.

SECTION 10 81 13 Page 1

1.3.3 Fabricator Qualifications

Shop that employs skilled workers who custom-fabricate products similar to those required for this project and whose products have a record of successful in-service performance.

1.4 PROJECT CONDITIONS

Field Measurements: Verify existing openings by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate with draft curtains, lights, ceiling fans, heaters, structural elements, and roof access ladder. Coordinate installation with all disciplines. Bird netting must prevent gaps that birds can access; all connection points shall ensure installation doesn't allow gaps that allow any bird entry above/behind netting. If active protected bird nesting is observed (generally between October and April) truss work, roof repair, bird netting installation must not occur until all chicks have fledged and left the hangar. The bird netting installation must prevent MBTA violation by ensuring that it is not installed if active nesting is occuring. The Great Horned Owl has been known to nest in hangars at PAFB.

1.5 WARRANTY

Manufacturers Warranty for Materials and Workmanship: Provide warranty where manuacturer agrees to repair or replace components that fail in materials and installer agrees repair or replace systems that fail due to workmanship within specified warranty period.

a. Manufacturer's Warranty: Ten year material warranty.

b. Installer's Warranty: Two-year warranty for workmanship.

PART 2 PRODUCTS

2.1 PRODUCT SUSTAINABILITY CRITERIA

For products in this section, where applicable and to extent allowed by performance criteria, provide and document the following:

2.1.1 Recycled Content

Recycled content is identified for some products in this section; provide documentation in accordance with Section 01 33 29.00 06 SUSTAINABILITY REPORTING paragraph RECYCLED CONTENT.

2.2 MATERIALS

AMENDMENT 0001************************************************************

2.2.1 Bird Barrier Netting

Provide bird netting fabricated from high density polyethylene (HPDE) that is abrasion, UV, flame (NFPA 701 compliant) and rot resistant water proof netting. Provide hardware, and other items necessary for a complete, useable and rigid installation.

a. Construction: Heavy duty, knotted 3/4" square mesh netting. Netting comprised of 12 ply (4x3) strands with 75 pounds knotted breaking strength. Provide seamless and borderless edges for perimeter

SECTION 10 81 13 Page 2

SECTION 10 81 13 Page 3 fastening.

b. Mesh color: Black

c. Mesh size: 3/4" square mesh

d. Netting Panel Size: 50 feet x 100 feet (maximum size)

e. Warranty: 10 year manufacturer's warranty

f. Thermal and Physical Properties

Softening Point: 250 degrees F Melting Point: 293 degrees F Flash Point: 660 degrees F Specific gravity: 0.96 Chemically inert. Resistant t acids and alkalis at room temperature.

***********************************************************AMENDMENT 0001

2.2.2 Bird Netting Hardware

2.2.2.1 Net Cable and Connection Hardware

a. Net Cable: Aircraft grade, all stainless steel, 7x7 (49 strand), 3/32" diameter cable with 900 lb. breaking strength.

b. Turnbuckles: Stainless steel, hook and eye turnbuckles. Size of the turnbuckle determined by the maximum continuous cable length of any one cable run.

c. Ferrules: Manufacturers standard corrosion resistant

d. Wire Rope Clamps: Stainless steel wire rope clamps for 3/32" diameter cable for all loop connections, 2 clamps per cable loop connection.

e. Cable Thimble: Forged stainless steel Cable Thimble for 3/32" diameter cable.

2.2.2.2 Corner Hardware (Anchoring)

a. Eyebolts: Extreme duty stainless steel eyebolt, 2" long, 9/16" I.D.

with 1/4-20 NC threads adn stainless steel hex nut. Maximum distance between eyebolts: 50 feet.

2.2.2.3 Cable Guide Hardware

a. Small Eyebolts: Heavy duty, stainless steel, 1-3/8" long x 9/32" I.D.

with stainless steel hex nut. Maximum spacing: 24" O.C.

b. Stainless Steel Angle Bracket: 90 degree stainless steel angle bracket with two (2) holes - one for mounting, the other for the cable. Fasten with the appropriate fastener. Use stainless steel screws.

c. HD Stainless Steel Cable Clamp: A heavy duty saw-tooth edge clamp that fits up to 3/4" thick steel. Routes the Net Cable parallel to the outer edges of beams, plates and other structural steel flanges.

Contact manufacturer for installation guidelines.

d. Stainless Steel J-Clamp: A J-shaped strap of stainlss steel with mounting and cable guide holes. Fasten with stainless steel screws.

Apply adhesive/sealer over head of installed hardware.

2.2.2.4 Finishing Hardware

a. Net Rings: Manufacturers standard stainless steel net rings used to attach the netting mesh to the cables, to close openings in the netting mesh and to fasten the Net Zippers to the nettng. Net ring quantity requirements per attachment:

Netting to Cable: 16 net rings per foot (each netting mesh).

Lapped Seams: 32 net rings per foot.

b. Net Zipper Installation: 32 net rings per foot (1 ring per mesh on each side of zipper).

Heavy duty, marine grade, white with 3/4" heavy fabric tape, open top and auto lock slider.

2.3 DESIGN AND FABRICATION

2.3.1 Bird Barrier System

Delegated Design: Design Bird Barrier System using the materials indicated to prevent access of birds to the building structure as indicated on the drawings, without overstressing the primary, secondary, or tertiary structural members, without puncturing any air or vapor barriers, without damage to the coatings on the structure that would cause corrosion and at safe distances from heat producing equipment. Fabricate bird barrier netting that is abrasion, UV, flame and rot resistant water proof. Provide corrosion resistant hardware, and other items necessary for a complete, useable and rigid installation; provide removable/adjustable access to roof ladder(s) and mezzanine(s); accomodate penetrations for utilies, piping, electrical fixture/conduit, and/or hanging supports for these items. Coordinate installation will all disciplines. No gaps shall be large enough for birds to enter past the barrier.

Review contract drawings to define all areas, surfaces or objects that may require maitnenance or periodic replacement after the bird netting is installed (i.e. lights, electrical equipment, etc.). Design system to employ the appropriate nettng accessories to allow access behind the installed netting system, where required.

PART 3 EXECUTION

3.1 EXAMINATION

Examine structural components and conditions for compliance with requirements for, installation tolerances, finishes and other conditions affecting performance of work. Ensure all surfaces enclosed by bird netting are clean. Notify the COR of any unsatisfactory conditions.

Proceed with installation only after unsatisfactory conditions have been corrected.

SECTION 10 81 13 Page 4

If active protected bird nesting is observed, generally from October to April, truss work, roof, repair, bird netting install must not occur until all chicks have fledged and left the hangar. The bird netting installation must prevent Migratory Bird Treaty Act (MBTA) violation by ensuring that it is not installed if active nesting is occurring.

3.2 BIRD BARRIER SYSTEM INSTALLATION

Hardware: Install the bird barrier netting hardware as recommended by manufacturer. General order of installation is to install all the Corner hardware, cable guides adn connection hardware. Run the Net Cable through the net hardware. leavet he turnbuckles loose.

Netting: Install bird barrier netting as recommended by the manufacturer.

Cut the K-net HT to fit the area. Where multiple pieces are needed, join the pieces together with the manufacturer recommended hardware. Use the specialized hardware to fasten the netting mesh to the perimeter andsupport cables. Tighten the turnbuckles to eliminate any wrinkles in the netting.

Install bird barrier system to avoid contact with equipment, particularly heat producing equipment such as radiant heaters, etc. Make necessary adjustments to keep netting a sufficient distance from these objects or conditions.

Ensure installation is taught, free of wrinkles, gaps and openings. No gaps shall be large enough for birds to enter past the barrier.

-- End of Section --

SECTION 10 81 13 Page 5