W912QR24R0010_Specs-0002.pdf

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 W912QR24R0010 for the Reconfiguration and modernization of the 1600-member LTC Luis E. Martinez Army Reserve Center (ARC) located in Perrine, FL is hereby amended as follow s:

SEE ATTACHED SUMMARY OF CHANGES AMENDMENT 0002

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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 W912QR24R0010

X 9B. DATED (SEE ITEM 11)

22-Mar-2024

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 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

24-Apr-2024 CODE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR

W912QR24R0010_Specs-0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been modified:

SUMMARY OF CHANGES – AMENDMENT 0002:

a. The required response date has changed from 01 May 2024 at 12:00 PM to 15 May 2024 at 12:00 PM.

b. The Price Breakout Schedule is hereby replaced in its entirety.

c. Wage Determination FL20240215, Modification 3 dated 15 March 2024, has updated and is hereby replaced in its entirety with Wage Determination FL20240215, Modification 4 dated 19 April 2024.

d. The following SPECIFICATION SECTIONS have been replaced in their entirety:

08 44 00 – CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 – ALUMINUM WINDOWS

09 06 90.00 48 – COLOR SCHEDULE

13 48 73 – SEISMIC CONTROL FOR MISCELLANEOUS EQUIPMENT

23 05 48.19 – BRACING FOR HVAC

26 05 48.00 10 – SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

e. The following DRAWINGS have been replaced in their entirety:

G-200 SITE – PHASING PLAN

CD101 SITE DEMOLITION PLAN AREA ‘A’

CD102 SITE DEMOLITION PLAN AREA ‘B’

CD103 SITE DEMOLITION PLAN AREA ‘C’

CS101 SITE PLAN AREA ‘A’

CS102 SITE PLAN AREA ‘B’

CS103 SITE PLAN AREA ‘C’

CS104 SITE PLAN ENLARGED PLAN

CS105 SITE PLAN OPTION ‘J’

CG101 SITE GRADING AND DRAINAGE PLAN AREA ‘A’

CG102 SITE GRADING AND DRAINAGE PLAN AREA ‘B’

CG103 SITE GRADING AND DRAINAGE PLAN AREA ‘C’

CG201C STORM SEWER PROFILES

CU101 SITE UTILITY PLAN AREA ‘A’

CU102 SITE UTILITY PLAN AREA ‘B’

CU103 SITE UTILITY PLAN AREA ‘C’

CU202 SANITARY SEWER PROFILES

CU803 SITE PAVING PLAN

CU820 SITE UTILITY PLAN AREA ‘D’

CU821 SITE UTILITY PLAN AREA ‘D’

CU822 SITE UTILITY PLAN AREA ‘D’

S-505 FOUNDATION DETAILS

AD121 EXISTING OMS DEMOLITION

A-161 TRAINING BUILDING – ROOF PLAN

A-400 TOILET AND LOCKER ROOM ACCESSORY ELEVATIONS AND DETAILS

A-401 TRAINING BUILDING – ENLARGED TOILET/LOCKER/SHOWER PLANS

A-402 TRAINING BUILDING – ENLARGED PLANS

A-403 TRAINING BUILDING – INTERIOR ELECATIONS – RESTROOMS

A-405 TRAINING BUILDING – INTERIOR ELECATIONS – MEDICAL ROOMS

A-406 TRAINING BUILDING – INTERIOR ELECATIONS – BREAK ROOM, MAIL,

ADMIN SUPPORT

A-408 TRAINING BUILDING – ENLARGED TOILET PLAN/ELEVATIONS

A-410 ORGANIZATIONAL STORAGE – ENLARGED PLANS

A-411 ORGANIZATIONAL STORAGE – ENLARGED PLANS AND INTERIOR ELEVATIONS

A-420 AMSA/VMS – ENLARGED PLANS

A-422 AMSA/VMS – INTERIOR ELEVATIONS

A-553 INTERIOR DETAILS – CASEWORK

E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

All other terms and conditions remain the same.

P2:481817 Army Reserve Center and AMSA Perrine, Florida

PRICE BREAKOUT SCHEDULE

PROJECT: Army Reserve Center and AMSA

LOCATION: Perrine, Florida

PROPOSER’S NAME:

BASE PROPOSAL

Item No. Description Unit Amount

0001 Primary Facilities

Training Building Renovation JOB $

0002 Primary Facilities

AMSA/VMS Building JOB $

0003 Primary Facilities

Organizational Storage Building JOB $

0004 Project Site Work JOB $

0005 Training Building Area ‘E’ and Area ‘F’

Telecommunications Renovation JOB $ ____________

0006 Project Utility and Permit Fees JOB $ 452,994.63

Subtotal – BASE PROPOSAL $

OPTION ITEMS

0007 Option ‘A’ - Operations and

Maintenance – Army Reserve (OMAR)

Funded Equipment Items JOB $

0008 Option ‘B’ – “Bona Fide Need”

Operations and Maintenance, Army Reserve

(OMAR) Funded Equipment Items JOB $

SECTION 00 10 00 - SOLICITATION

The following have been modified:

0009 Option ‘C’ - Operations and

Maintenance – Army Reserve (OMAR)

Funded Equipment Items.

Associated with Optional

Item ‘E’ Organizational

Storage Building Area Increase. JOB $

0010 Option ‘D’ – “Bona Fide Need”

Operations and Maintenance, Army Reserve

(OMAR) Funded Equipment Items.

Associated with Optional

Item ‘E’ Organizational

Storage Building Area Increase. JOB $

0011 Option ‘E’ – Organizational

Storage Building Area Increase. JOB $

0012 Option ‘F’ – Wash Platform and Aprons. JOB $

0013 Option ‘G’ – Bi-Level Loading

Ramp and Apron. JOB $

0014 Option ‘H’ – Concrete Pavement at AMSA/VMS. JOB $

0015 Option ‘J’ – Existing POV

Parking Lot Sealcoat/Striping JOB $

0016 Option ‘K’ – Training Building

Replacement of Existing EIFS Band with

Metal Panels. JOB $

Subtotal – OPTION ITEMS $

TOTAL BASE PROPOSAL + OPTION ITEMS $

Description of Base Proposal Items

(a) Item No. 0001 “Primary Facilities – Training Center Building Renovation” includes all Base

Proposal construction work required within a line five feet outside of the building, except that work covered by Items No. 0005, 0007, 0008, 0016, and 0017.

(b) Item No. 0002 “Primary Facilities – AMSA/VMS Building” includes all Base Proposal construction work required within a line five feet outside of the building, except that work covered by Items No. 0007 and 0008.

(c) Item No. 0003 “Primary Facilities – Organizational Storage Building” includes all Base

Proposal construction work required within a line five feet outside of the building, except that work covered by Items No. 0007 0008, 0009, 0010, and 0011.

(d) Item No. 0004 “Project Site Work”, includes all Base Proposal construction work required beyond a line five feet outside the buildings and within construction limits except that work covered by Items No. 0001, 0002, 0003, 0012, 0013, 0014 and 0015.

(e) Item No. 0005 “Training Building Area ‘E’ and Area ‘F’ Telecommunications Renovation”, includes the cost for telecommunications work in Area ‘E’ and ‘F’ of the Training Building.

See Drawing Sheets T-106 and T-107 (and all related drawings and specification sections).

(f) Item No. 0006 “Project Utility and Permit Fees”, includes the cost for the Offeror to pay fees associated with required permits from Miami-Dade County and the State of Florida for sanitary sewer, watermain, driveways, erosion control, and NPDES – unless noted otherwise below.

Fees for this project include:

1. Stormwater

i. Miami Dade County for Class II Permit for

Drainage and Storm Sewer: $0.00.

$31,433.00 Already paid by RSP Architects/EVS.

ii. NPDES Permit – GCP Small Construction: $0.00.

$400.00 Already paid by RSP Architects/EVS.

iii. Stormwater Total: $0.00

2. Watermain

i. Utility Install/Repair Fire Line Fee: $200.00

ii. MOT Small Reviews (6 hr traffic control): $330.00 (per phase; 2 assumed)

iii. MDWASD Watermain Connection Fee: $397,032.00

iv. Watermain Total: $397,892.00

3. Sanitary Sewer

i. Sewer main & connection fee: $4,200.00

ii. MOT Large Reviews: $555.00 (per phase; 4 assumed)

iii. Sanitary Sewer Total: $6,420.00

4. Dewatering

i. Miami-Dade County Class V Permit (Dewatering) : $682.63

ii. Dewatering Total: $682.63

5. Florida Power & Light

i. Transformer Design and Removal Fees (Total): $48,000.00

(g) Item No. 0007 “Optional Item ‘A’ - Operations, Maintenance Army Reserve (OMAR)

Funded Equipment Items (Items funded at or shortly after the time of construction award) ” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to not be permanently attached to the construction. OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI), except that work covered by Item

No. 0009.

CFCI OMAR Funded Equipment Items for this project consists of:

1. Caging at AMSA/VMS Building.

2. Caging at Organizational Storage Building.

i. Unit Storage.

ii. Arms Vault.

3. Metal Lockers at Training Building and AMSA/VMS Building.

This option may be exercised within 90 calendar days of Notice to Proceed.

(h) Item No. 0008 “Optional Item ‘B’ “Bona Fide Need” Operations, Maintenance Army

Reserve (OMAR) Funded Equipment Items” includes all work required to furnish and install

“OMAR Funded Equipment Items” which are considered to not be permanently attached to construction. OMAR funded equipment is to be Contractor provided and Contractor installed

(CFCI), except that work covered by Item No. 0010.

CFCI “Bona Fide Need” OMAR Funded Equipment Items for this project consists of:

1. Arms Vault dehumidifier at Organizational Storage Building.

2. Freestanding Metal Shelving.

3. Refrigerators at Training Building Break Room and Lactation Room, and at the

AMSA/VMS Building Break Room.

4. Ice Machine at AMSA/VMS Building Break Room.

5. Microwave at Training Building Break Room and Lactation Room, and at the

AMSA/VMS Building Break Room.

6. Exterior Ash/Trash north of the Training Building.

7. Window Treatments (mini blinds and roller shades).

8. Fire Extinguishers (extinguisher cabinets are to be in the building-specific respective Base Proposal Item No. 0001, 0002, and 0003).

This option may be exercised within 600 calendar days of Notice to Proceed.

(i) Item No. 0009 “Optional Item ‘C’ - Operations, Maintenance Army Reserve (OMAR)

Funded Equipment Items. Associated with Optional Item ‘E’ Organizational Storage Building

Area Increase (Items funded at or shortly after the time of construction award) ” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to not be permanently attached to the construction. OMAR funded equipment is to be

Contractor provided and Contractor installed (CFCI).

CFCI OMAR Funded Equipment Items for this project consists of:

1. Caging at Organizational Storage Building at the area of plan increase only. See

Drawing Sheet A-114.

(j) Item No. 0010 “Optional Item ‘D’ – “Bona Fide Need” Operations, Maintenance Army

Reserve (OMAR) Funded Equipment Items. Associated with Optional Item ‘E’

Organizational Storage Building Area Increase (Items funded at or shortly after the time of construction award)” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to not be permanently attached to the construction.

OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI).

CFCI OMAR Funded Equipment Items for this project consists of:

1. Freestanding Metal Shelving and Fire Extinguishers at the Organizational

Storage Building at the area of plan increase only. See Drawing Sheet A-114.

This option may be exercised within 90 calendar days of Notice to Proceed.

(k) Item No. 0011 “Optional Item ‘E’ – Organizational Storage Building Area Increase includes the cost for Option E construction work required within a line five feet outside of the building, except that work covered by Items No. 0009 and 0010. See Drawing Sheets CS303, CG103, CG201C, CP101, L-105, L-106, L-109, S-114, S-174, A-114, A-144, A-172, A-215, F-114, MH114, EL114, EP114, EY114, and T-114 (and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(l) Item No. 0012 “Optional Item ‘F’ – Wash Platform and Aprons includes the cost for Option F construction work to provide the Wash Platform and associated aprons, and associated pavement/grading/utility items. See Drawing Sheets CS100, GC102, CS302, CG102, CP101, CP503, CU102, S-001, AS101, and E-131 (and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(m) Item No. 0013 “Optional Item ‘G’ – Bi-Level Loading Ramp and Apron includes the cost for

Option G construction work to provide the Bi-Level Loading Ramp and associated pavement/grading items. See Drawing Sheets CS100, CS302, CG102, CP101, and AS102

(and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(n) Item No. 0014 “Optional Item ‘H’ – Concrete Pavement at AMSA/VMS includes the cost for

Option H construction work to provide concrete pavement around the area of the

AMSA/VMS Building. See Drawing Sheets CP101, and CP504 (and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(o) Item No. 0015 “Optional Item ‘J’ – Existing POV Parking Lot Sealcoat/Striping, includes the cost for Option J construction work. See Drawing Sheets CS105, L-105, and ES101 (and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(p) Item No. 0016 “Optional Item ‘K’ – Training Building Replacement of Existing EIFS Band with Metal Panels includes the cost for Option K construction work. See Drawing Sheets

A201-A205, and EL102-EL107 (and all related drawings and specification sections).

4/19/24, 7:40 AM SAM.gov https://sam.gov/wage-determination/FL20240215/4 1/6

"General Decision Number: FL20240215 04/19/2024

Superseded General Decision Number: FL20230215

State: Florida

Construction Type: Building

County: Miami-Dade County in Florida.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

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)(1).

|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 $17.20 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 2024. | |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: | $12.90 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 2024. |

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 01/05/2024 1 01/12/2024 https://sam.gov/wage-determination/FL20240215/4 2/6

2 02/02/2024 3 03/15/2024 4 04/19/2024

ASBE0060-001 09/01/2023

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 37.78 17.37

CARP1809-002 08/01/2016

Rates Fringes

CARPENTER: PILEDRIVERMAN.........$ 25.20 10.36

ELEV0071-002 01/01/2023

Rates Fringes

ELEVATOR MECHANIC................$ 51.26 37.335+a+b

FOOTNOTE:

a: Employer contributes 8% basic hourly rate for 5 years or more of service or 6% basic hourly rate for 6 months to 5 years of service as Vacation Pay Credit;

b. Paid Holidays: New Year's Day; Memorial Day; Independence Day; Labor Day; Veteran's Day; Thanksgiving Day; plus the Friday after Thanksgiving; and Christmas Day.

ENGI0487-019 07/01/2023

Rates Fringes

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 27.00 14.90

ENGI0487-020 07/01/2023

Rates Fringes

OPERATOR: Concrete Pump.........$ 32.75 14.90

ENGI0487-023 07/01/2023

Rates Fringes

OPERATOR: Crane All Cranes 75 Tons and below.......................$ 37.07 14.90 All Cranes Over 300 Ton, Electric Tower, Luffing Boom Cranes.................$ 40.40 14.90 Cranes 130-300 Ton..........$ 39.38 14.90 Cranes 76 ton to 129 Ton....$ 37.57 14.90

ENGI0487-029 07/01/2023

Rates Fringes

OPERATOR: Forklift..............$ 26.75 14.90 https://sam.gov/wage-determination/FL20240215/4 3/6

OPERATOR: Mechanic..............$ 37.07 14.90 OPERATOR: Oiler.................$ 27.53 14.90

IRON0272-001 10/01/2023

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 27.75 15.27

IRON0402-001 10/01/2023

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 27.75 15.27

* PLUM0519-001 04/01/2024

Rates Fringes

PLUMBER..........................$ 31.43 13.94

PLUM0725-001 07/16/2023

Rates Fringes

PIPEFITTER (Includes HVAC Pipe, Unit and Temperature Controls Installations)..........$ 42.08 16.25

SFFL0821-004 01/01/2024

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 32.03 23.01

SHEE0032-001 08/12/2023

Rates Fringes

SHEET METAL WORKER, Includes HVAC Duct Installation...........$ 29.10 14.68

* SUFL2014-024 08/16/2016

Rates Fringes

CARPENTER, Includes Acoustical Ceiling Installation, Drywall Finishing/Taping, Drywall Hanging, Form Work, Metal Stud Installation................$ 18.04 3.24

CEMENT MASON/CONCRETE FINISHER...$ 13.06 ** 0.70

ELECTRICIAN, Includes Low Voltage Wiring...................$ 29.60 9.38

IRONWORKER, REINFORCING..........$ 17.72 0.00

LABORER: Common or General, Including Cement Mason Tending...$ 11.79 ** 0.70

LABORER: Pipelayer..............$ 13.56 ** 1.34 https://sam.gov/wage-determination/FL20240215/4 4/6

OPERATOR: Bulldozer.............$ 15.40 ** 1.90

OPERATOR: Grader/Blade..........$ 18.97 0.00

OPERATOR: Loader................$ 16.00 ** 2.82

OPERATOR: Roller................$ 14.43 ** 4.78

PAINTER: Brush, Roller and Spray............................$ 16.00 ** 3.48

ROOFER...........................$ 19.98 4.77

TILE SETTER......................$ 18.01 0.00

TRUCK DRIVER: Dump Truck........$ 13.22 ** 2.12

TRUCK DRIVER: Lowboy Truck......$ 14.24 ** 0.00

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

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658 ($12.90). Please see the Note at the top of the wage determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

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) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the https://sam.gov/wage-determination/FL20240215/4 5/6 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.

https://sam.gov/wage-determination/FL20240215/4 6/6

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: 481817 Army Reserve Center and AMSA

SECTION 08 44 00

CURTAIN WALL AND GLAZED ASSEMBLIES

05/19

Amendment 0002 16 April 2024

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.

ALUMINUM ASSOCIATION (AA)

AA ADM (2020) Aluminum Design Manual

AA ASD1 (2017; Errata 2017) Aluminum Standards and Data

AA DAF45 (2003; Reaffirmed 2009) Designation System for Aluminum Finishes

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 501.1 (2017) Standard Test Method for Water Penetration of Windows, Curtain Walls and Doors Using Dynamic Pressure

AAMA 501.2 (2015) Quality Assurance and Diagnostic Water Leakage Field Check of Installed Storefronts, Curtain Walls and Sloped Glazing Systems

AAMA 501.4 (2018) Recommended Static Test Method for Evaluating Window Wall, Curtain Wall and Storefront Systems Subjected to Seismic and Wind-Induced Inter-Story Drift

AAMA 501.5 (2007) Test Method for Thermal Cycling of Exterior Walls

AAMA 501.7 (2017) Recommended Static Test Method for Evaluating Windows, Window Wall, Curtain Wall and Storefront Systems Subjected to Vertical Inter-Story Movements

AAMA 609 & 610 (2015) Cleaning and Maintenance Guide for Architecturally Finished Aluminum

AAMA 800 (2016) Voluntary Specifications and Test Methods for Sealants

AAMA CW-10 (2015) Care and Handling of Architectural Aluminum from Shop to Site

SECTION 08 44 00 Page 1 Amendment 0002-CERTIFIED FINAL

AAMA MCWM-1 (1989) Metal Curtain Wall Manual

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

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISC/AISI 121 (2007) Standard Definitions for Use in the Design of Steel Structures

AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

AMERICAN WELDING SOCIETY (AWS)

AWS A5.1/A5.1M (2012) Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding

AWS A5.10/A5.10M (2021) Welding Consumables - Wire Electrodes, Wires and Rods for Welding of Aluminum and Aluminum-Alloys - Classification

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A27/A27M (2020) Standard Specification for Steel Castings, Carbon, for General Application

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A47/A47M (1999; R 2018; E 2018) Standard Specification for Ferritic Malleable Iron Castings

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2016a) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A240/A240M (2020a) Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications

ASTM A283/A283M (2013) Standard Specification for Low and

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Intermediate Tensile Strength Carbon Steel Plates

ASTM A424/A424M (2009a; R 2016) Standard Specification for Steel Sheet for Porcelain Enameling

ASTM A501/A501M (2021) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

ASTM A572/A572M (2021; E 2021) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A1008/A1008M (2021a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A1011/A1011M (2018a) Standard Specification for Steel Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

ASTM B26/B26M (2018; E 2018) Standard Specification for Aluminum-Alloy Sand Castings

ASTM B85/B85M (2018) Standard Specification for Aluminum-Alloy Die Castings

ASTM B108/B108M (2019) Standard Specification for Aluminum-Alloy Permanent Mold Castings

ASTM B136 (1984; R 2013) Standard Method for Measurement of Stain Resistance of Anodic Coatings on Aluminum

ASTM B137 (1995; R 2021) Standard Test Method for Measurement of Coating Mass Per Unit Area on Anodically Coated Aluminum

ASTM B152/B152M (2019) Standard Specification for Copper Sheet, Strip, Plate, and Rolled Bar

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B211/B211M (2019) Standard Specification for Aluminum and Aluminum-Alloy Rolled or Cold Finished Bar, Rod, and Wire

ASTM B221 (2021) Standard Specification for Aluminum

SECTION 08 44 00 Page 3 and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B244 (2009; R 2021) Standard Method for Measurement of Thickness of Anodic Coatings on Aluminum and of Other Nonconductive Coatings on Nonmagnetic Basis Metals with Eddy-Current Instruments

ASTM B308/B308M (2010; R 2020) Standard Specification for Aluminum-Alloy 6061-T6 Standard Structural Profiles

ASTM B316/B316M (2020) Standard Specification for Aluminum and Aluminum-Alloy Rivet and Cold-Heading Wire and Rods

ASTM B429/B429M (2010; E 2012) Standard Specification for Aluminum-Alloy Extruded Structural Pipe and Tube

ASTM C542 (2005; R 2017) Standard Specification for Lock-Strip Gaskets

ASTM C864 (2005; R 2015) Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM C1048 (2018) Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass

ASTM C1087 (2016) Standard Test Method for Determining Compatibility of Liquid-Applied Sealants with Accessories Used in Structural Glazing Systems

ASTM C1135 (2015) Standard Test Method for Determining Tensile Adhesion Properties of Structural Sealants

ASTM C1184 (2014) Standard Specification for Structural Silicone Sealants

ASTM C1363 (2019) Standard Test Method for Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus

ASTM C1401 (2014) Standard Guide for Structural Sealant Glazing

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

ASTM D1730 (2009; R 2020) Standard Practices for

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Preparation of Aluminum and Aluminum-Alloy Surfaces for Painting

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

ASTM D4214 (2007; R 2015) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films

ASTM E84 (2020) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E90 (2009; R2016) Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

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 E330/E330M (2014; R 2021) Standard Test Method for 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 Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E546 (2014; R 2020) Standard Test Method for Frost Point of Sealed Insulating Glass Units

ASTM E576 (2014; R 2020) Standard Test Method for Frost Point of Sealed Insulating Glass Units in the Vertical Position

ASTM E783 (2002; R 2018) Standard Test Method for Field Measurement of Air Leakage Through Installed Exterior Windows and Doors

ASTM E1105 (2015) Standard Test Method for Field Determination of Water Penetration of Installed Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or Cyclic Static Air Pressure Difference

ASTM E1332 (2016) Standard Classification for Rating Outdoor-Indoor Sound Attenuation

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ASTM E1886 (2019) Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials

ASTM E1996 (2017) Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes

ASTM E3061 (2017) Standard Test Method for Analysis of Aluminum and Aluminum Alloys by Inductively Coupled Plasma Atomic Emission Spectrometry (Performance-Based Method)

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM AMP 500 (2006) Metal Finishes Manual

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

NFRC 500 (2010) Procedure for Determining Fenestration Product Condensation Resistance Valves

PORCELAIN ENAMEL INSTITUTE (PEI)

PEI 1001 (1996) Specification for Architectural Porcelain Enamel (ALS-100)

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC 7/NACE No.4 (2007) Brush-Off Blast Cleaning

SSPC SP 1 (2015) Solvent Cleaning

SSPC SP 3 (2018) Power Tool Cleaning

SSPC SP 12/NACE No.5 (2002) Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating

1.2 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 SUBMITTAL

PROCEDURES:

SECTION 08 44 00 Page 6

SD-02 Shop Drawings

Glazed Curtain Wall System; G, AE

Installation Drawings

Shop-Painting Aluminum; G, AE

Shop-Painting Steel; G, AE

SD-03 Product Data

Glazed Curtain Wall System; G, AE

Metals For Fabrication; G, AE

Nonskinning Sealing Compound; G, AE

Metal Accessories; G, AE

Curtain-Wall Framing Members; G, AE

Aluminum Doors and Frames; G, AE

Laminated Panels; G, AE

Thermal Insulation Materials; G, AE

Masonry Anchorage Devices; G, AE

Recycled Content of Aluminum Doors and Frames; S

Recycled Content of Aluminum Curtain-Wall Framing Members; S

Recycled Content of Aluminum Windows; S

Sample Warranties; G, AE

SD-05 Design Data

Anodic Finish; G, AE

Exposed-to-View Aluminum Finish; G, AE

Seismic Calculations; G, AE

Structural Calculations for Deflection; G, AE

Design Analysis; G

SD-06 Test Reports

Standard Airblast Test; G

Field Water Spray Test Results; G

Air Infiltration Test Results; G

SECTION 08 44 00 Page 7

Water Penetration Test Results; G

SD-07 Certificates

Energy Performance Certificates; G AM0002***************************************************************************

DELETED

***************************************************************************AM0002

Qualifications for the Curtain-Wall Installer; G

SD-08 Manufacturer's Instructions

Glazed Curtain Wall System; G

Insulating Glass; G

Preventive Maintenance and Inspection; G

SD-11 Closeout Submittals

Warranty; G

1.3 QUALITY ASSURANCE

AM0002

1.3.1 DELETED

AM0002

1.3.2 Qualification of Welders

Welding must be performed by certified welders qualified in accordance with AWS D1.1/D1.1M using procedures, materials, and equipment of the type required for the work.

1.3.3 Qualifications for the Curtain-Wall Installer

Submit a written description of the proposed curtain-wall system installer giving the name of the curtain-wall manufacturer, qualifications of personnel, years of concurrent contracting experience, lists of projects similar in scope to the specified work. Installer must be approved by the Manufacturer as a Certified Installer and have a minimum of 5 years experience installing curtain wall systems, and have completed projects similar in size to this project.

1.3.4 Testing Requirements

The components listed below must be tested in accordance with the requirements below, and meet performance requirements specified.

a. Joint and Glazing Sealants: Perform tests as required by applicable publications referenced.

b. Preformed Compression Gaskets and Seals: ASTM C864.

c. Preformed Lock-strip Gaskets: ASTM C542, modified as follows: Heat age specimens seven days at 158 degrees F, in zipped or locked

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AM0002

AM0002

position under full design compression. Unzip, cool for one hour, re-zip, and test lip seal pressure, which must be minimum 2.5 pounds per linear inch on any extruded or corner specimen.

d. Spandrel Glass: Fallout resistance test, ASTM C1048.

e. Porcelain Enamel: Acid resistance, color retention, and spall resistance tests, PEI 1001 .

f. Anodized Finishes: Stain resistance, coating weight, and coating thickness tests, ASTM B136, ASTM B137, and ASTM B244, respectively.

g. Insulating Glass: ASTM E546 or ASTM E576 at minus 20 degrees F , no frost or dew point.

1.3.5 Mockup

1.3.5.1 Construction

Construct at approved testing laboratory full size typical wall unit which incorporates horizontal and vertical joints, framing, window units, panels, glazing, and other accessories as detailed and specified. Mock-up wall unit size and design must be as indicated.

1.3.5.2 Performance Test

Conduct tests after approval of visual aspects has been obtained.

Finished work must match approved mock-up.

1.3.5.3 Approved Mock-Up

After completion and approval of test results transport mock-up to job site and install, where directed, for reference during construction.

1.3.6 Factory Tests

Perform the following tests except that where a curtain wall system or component of similar type, size, and design as specified for this project has been previously tested, under the conditions specified herein, the resulting test reports may be submitted.

1.3.6.1 Deflection and Structural Tests

Curtain wall framing members must not deflect, in a direction normal to the plane of the wall, more than 1/175 of its clear span or 3/4 inch, whichever is less, when tested in accordance with ASTM E330/E330M , except that when a plastered surface will be affected the deflection must not exceed 1/360 of the span. Framing members must not have a permanent deformation in excess of 0.2 percent of its clear span when tested in accordance with ASTM E330/E330M for a minimum test period of 10 seconds at

1.5 times the design wind pressures specified. Provide Structural Calculations for Deflection.

1.3.6.2 Water Penetration Test

Water penetration must not occur when the wall is tested in accordance with ASTM E331 at a differential static test pressure of 20 percent of the inward acting design wind pressure as specified, but not less than 12 psf.

Make provision in the wall construction for adequate drainage to the

SECTION 08 44 00 Page 9 outside of water leakage or condensation that occurs within the outer face of the wall. Leave drainage and weep openings in members and wall open during test. Test curtain wall systems in areas subject to hurricanes and typhoons in accordance with AAMA 501.1 Dynamic Testing.

1.3.6.3 Air Infiltration Test

Air infiltration through the wall, when tested in accordance with ASTM E283, must not exceed 0.06 cfm per square foot of fixed wall area, plus the permissible allowance specified for operable windows within the test area, at a static air pressure differential of 6.2 psf.

1.3.6.4 Delamination Test

Adhesively bonded metal-faced panels must show no evidence of delamination, warpage or other deterioration or damage when subjected to the six "Accelerated Aging Cycles" specified in ASTM D1037.

1.3.6.5 Sealant Adhesion and Compatibility Testing

ASTM C1401, submit to structural glazing sealant manufacturer, for testing indicated below. Samples of each glazing material type, tape sealant, gasket, glazing accessory, and glass-framing member that is in close proximity to or is touching the structural or nonstructural sealants of a structural glazed system.

a. Compatibility: Test materials or components using ASTM C1087.

b. Adhesion: Test for adhesion or lack of adhesion of a structural sealant to the surface of another material or component using

ASTM C1135.

c. Submit no fewer than 8 pieces of each type of material, including joint substrates, shims, joint-sealant backings, secondary seals, and miscellaneous materials.

d. Schedule sufficient time for testing and analyzing results to prevent delaying the Work.

e. For materials failing tests, obtain sealant manufacturer's written instructions for corrective measures, including the use of specially formulated primers.

f. Testing will not be required if data based on previous testing of current sealant products match those submitted.

1.3.6.6 Energy Performance Tests

Energy Performance Certificates for Glazed Aluminum Curtain Wall, Accessories, and Components from Manufacturer Confirming NFRC- Certified Energy Performance Values for Each Glazed Aluminum Curtain Wall.

The thermal transmittance of opaque panels must not exceed specified U-value, when tested in accordance with ASTM C1363. Certify and Label Energy Performance according to NFRC as follows:

a. Thermal Transmittance (U-factor): Fixed glazing and framing areas as a system must have U-factor of not more than 0.50 Btu/sq. ft. x h x deg F as determined according to NFRC 100.

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b. SHGC: Fixed glazing and framing areas as a system must have a SHGC of no greater than 0.22 as determined according to NFRC 200.

c. Condensation Resistance: Fixed glazing and framing areas as a system must have an NFRC-certified condensation resistance rating of no less than 65 as determined according to NFRC 500.

1.3.6.7 Window Tests

Windows must meet the requirements specified in 08 81 00.00 48 except where the requirements of this section differ, this section governs.

Provide windows that meet the same requirements for deflection and structural adequacy as specified for framing members when tested in accordance with ASTM E330/E330M , except permanent deformation must not exceed 0.4 percent; there must be no glass breakage, and no permanent damage to fasteners, anchors, hardware, or operating devices. Provide windows that have no water penetration when tested in accordance with

ASTM E331.

1.3.6.8 Fire Resistance Tests

Insulation field applied in conjunction with the curtain wall system must have a flame spread rating not exceeding 75 and a smoke developed rating not exceeding 150 when tested in accordance with ASTM E84, except as specified otherwise herein.

a. Insulation: Insulation isolated from the building interior by masonry walls, masonry cavity walls, or encased in masonry cores is not required to comply with the flame spread and smoke developed ratings specified.

1.3.6.9 Noise Reduction

Test according to ASTM E90, with ratings determined by ASTM E1332, as follows: Outdoor-Indoor Transmission Class: Minimum 30 . Sound Transmission Class: Minimum 37 .

1.4 FIELD TESTS

Testing must be performed by a testing agency regularly engaged in testing of architectural products, not affiliated with the curtain wall installer, and experienced with these test methods. Notify the Contracting Officer a minimum of seven calendar days prior to performing field tests.

1.4.1 Field Water Spray Tests

Engage a qualified testing agency to perform tests and inspection.

Perform test on a representative area of glazed curtain wall. Perform water-spray test before interior finishes have begun, in accordance with AAMA 501.2 . Test area must not show evidence of water penetration.

Perform a minimum of 3 tests. Submit Field Water Spray Test Results.

1.4.2 Air Infiltration

ASTM E783 at 1.5 times the rate specified for laboratory testing under factory test paragraph, but not more than 0.06 cfm/sq.ft at a static air pressure differential of 6.24 lbf/sq.ft. Perform a minimum of 3 tests in

SECTION 08 44 00 Page 11 representative areas. Submit Air Infiltration Test Results.

1.4.2.1 Water Penetration

ASTM E1105 at a minimum uniform and cyclic static-air-pressure differential of 0.67 times the static-air-pressure differential specified for laboratory testing in "Performance Requirements" Article, but not less than 6.24 lbf/sq. ft., and must not evidence water penetration. Submit Water Penetration Test Results.

1.5 GLAZED CURTAIN WALL SYSTEM REQUIREMENTS

Provide system complete with framing, mullions, trim, panels, windows, glass, glazing, sealants, insulation, fasteners, anchors, accessories, concealed auxiliary members, and attachment devices for securing the wall to the structure as specified or indicated.

Submit installation drawings for curtain wall system, accessories, and mock-up. Tentative approval of drawings must be received before fabrication of mock-up. Final approval of drawings will be deferred pending approval of mock-up and accessories. Drawings must indicate in detail all system parts including elevations, full-size sections, framing, jointing, panels, types and thickness of metal, flashing and coping details, field connections, weep and drainage system, finishes, sealing methods, glazing, glass sizes and details, firestopping insulation materials, and erection details.

1.5.1 Source

Furnish curtain wall system components by one manufacturer or fabricator;

however, all components need not be products of the same manufacturer.

1.5.2 Design

Unit and mullion system with mullions, horizontal rails, panels, window units, screens framed pre-assembled units . Fully coordinate system accessories directly incorporated, and adjacent to contiguous related work and insure materials compatibility, deflection limitations, thermal movements, and clearances and tolerances as indicated or specified.

1.5.3 Tolerances

Design and erect wall system to accommodate tolerances in building frame and other contiguous work as indicated or specified. Provide with the following tolerances:

a. Maximum variation from plane or location shown on approved shop drawings: 1/8 inch per 12 feet of length up to not more than 1/2 inch in any total length.

b. Maximum offset from true alignment between two identical members abutting end to end in line: 1/16 inch.

1.5.4 Structural Requirements

Members may not deflect in a direction parallel to the plane of the wall, when carrying its…