AMD 06 -EIE439-9 JUN 2025.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

EIE439 FUELS MANAGMENT AND LABORATORY FACILITY

1. This amendment provides changes to the solicitation as indicated on the continuation pages of this document.

2. Proposals shall be submitted in accordance w ith section 00 21 00, Para 1.12, Proposal Submittals

3. You are required to acknow ledge receipt of this amendment on the reverse side of the standard form 1442.

4. The Proposal due date remains the same: 13 JUN 2025, 2:00PM AKDT.

All other terms and conditions outlined in the Solicitation remain the same.

POC for this Amendment is MAJ Raven S. Donelson, 907-753-5611

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 09-Jun-2025

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 W911KB25R0020

X 9B. DATED (SEE ITEM 11)

21-Apr-2025

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 is extended, X 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

09-Jun-2025

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

2204 TALLEY AVENUE

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded documents/sections:

- Revised Drawing A-601 provided

- Revised Drawing S-101 provided

- Revised Drawing S-502 provided

b. The following drawings are deleted:

NONE

c. The following revised documents/sections are substituted for the superseded documents/sections. The identifier “AM#06” appears before and after new and/or revised materials, except as noted below.

- Revised Section 07 21 13 provided

NOTE: Revisions within the following documents do not contain the above referenced identifiers:

NONE

d. The following sections are deleted:

e. The following documents are added:

f. The following revisions are incorporated:

g. Other:

- Bidder Inquiry #11345923 is appended in Projnet

(End of Summary of Changes)

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME.

I On: May 15 2025. I I IIGovernment Response . . the EAFB design guide that is in RFP is version used On: May 20 2025

I llcurrent Request Status: Request Closed

I Information for this report is procurement sensitive.

11134591611 General II II II General

Comment Classification: UNCLASSIFIED (U)

Due to limited available space at the project site, please confirm whether the Government will provide a designated laydown and/or stockpile area for contractor use. If so, please identify the location and any associated access or use restrictions.

On: May 15 2025.

I IIGovernment Response . . Please see RFP for all laydown and stockpile areas On: May 20 2025 I I llcurrent Request Status: Request Closed I I Information for this report is procurement sensitive. I 11134591111 General II 11 11 General I Comment Classification: UNCLASSIFIED (U)

Can the contractor utilize a portion of the paved area located south of the project site for temporary storage or laydown purposes during construction? If so, please confirm any limitations or coordination requirements associated with its use.

On: May 15 2025.

I IIGovernment Response . . Please refer to RFP for all approved laydown areas. On: May 20 2025 I I llcurrent Request Status: Request Closed I I Information for this report is procurement sensitive. I 11134591911 General II 11 11 General I Comment Classification: UNCLASSIFIED (U)

Please confirm that the communications service to the new building is not routed through a utilidor. If not, please specify the intended method and path of entry.

On: May 15 2025.

I IIGovernment Response . . Communications services are not to be routed in utilidors. On: May 23 2025 I I llcurrent Request Status: Request Closed I I Information for this report is procurement sensitive. I 11134592011 General II II II General I Comment Classification: UNCLASSIFIED (U)

If the contractor does not mobilize due to pending approval of the QAPP, will the Government provide snow removal services at the project site through the following winter season?

On: May 15 2025.

D IIGovernment Response . . Snow removal will occur as it normally would if Mobilization is not till next season. On:

May 20 2025

I llcurrent Request Status: Request Closed I I Information for this report is procurement sensitive. I 111345921 11 General II II II General I Comment Classification: UNCLASSIFIED (U)

Both Specification Sections 01 91 00.14 10 and 28 31 76 reference the use of a Qualified Fire Protection Engineer (QFPE).

Please confirm whether the contractor is required to retain a QFPE, or if coordination with the Government's QFPE Designer of Record (DOR) will be sufficient.

On: May 15 2025.

D IIGovernment Response. . This requirement is fully outlined in Section 1.7 of Fire Alarm and Life Safety Commissioning Specification 01 91 00.14 10. It is also a requirement of ufc 3-600-0 On: May 23 2025

I llcurrent Request Status: Request Closed I I Information for this report is procurement sensitive. I 11134592311 General II II II General I

Comment Classification: UNCLASSIFIED (U)

Is the Government expecting the contractor to perform any deferred design as part of this contract? If so, please identify the specific systems or scopes of work that are considered deferred design.

On: May 15 2025.

D Government Response. . There is not any deferred design with this project at this time. This however does not dismiss the possibility of any modifications during execution. On: May 20 2025

Government Response. . The text below appends or clarifies ALL previous replies.

Fire protection will need to be completed and should be reflected in the as-builts upon building turn-over On: Jun 09

I llcurrent Request Status: Request Closed I I Information for this report is procurement sensitive. I 11134592411 General II 11 11 General I Comment Classification: UNCLASSIFIED (U)

Is it a concern to the Government that the installed utiliduct will sit below the groundwater table and remain submerged?

On: May 15 2025.

D Government Response . . The utiliduct is to be waterproofed as shown on C-103 Detail C14 and 33 05 41 .00 29 p2.3. On: May 23 2025

I llcurrent Request Status: Request Closed I I Information for this report is procurement sensitive. I 11134592611 General II II II General I Comment Classification: UNCLASSIFIED (U)

Due to the limited size of the project site constrained by the existing building, if dewatering is required, would the contractor be permitted to conduct dewatering operations outside the established project limits?

On: May 15 2025.

I IIGovernment Response . . Only after approval of the dewatering plan/permit from ADEC. On: May 23 2025 I I llcurrent Request Status: Request Closed I I Information for this report is procurement sensitive. I 11134592911 General II II II General I Comment Classification: UNCLASSIFIED (U)

Does the Government have a designated snow dump location available for contractor use, or should the contractor plan to haul snow offsite for disposal?

On: May 15 2025.

I IIGovernment Response . . An off project-site snow dump site can be coordinated . On: May 23 2025 I I llcurrent Request Status: Request Closed I I Information for this report is procurement sensitive. I 111345931 11 General II II II General I Comment Classification: UNCLASSIFIED (U)

Can the existing asphalt be removed prior to receiving an approved QAPP?

On: May 15 2025.

I IIGovernment Response . . All preconstruction submittals must be complete prior to any field work. On: May 20 2025 1

I llcurrent Request Status: Request Closed I I Information for this report is procurement sensitive. I 11134593311 General II II II General I Comment Classification: UNCLASSIFIED (U)

Can the existing asphalt be removed prior to an approved Dig Permit?

On: May 15 2025.

I IIGovernment Response . . All preconstruction submittals must be complete prior to any field work On: May 20 2025 I

M1

M1A

M4F1

UL# U465

5/8" TYPE X GYPSUM WALL BOARD, EACH SIDE

5/8" TYPE X NOISE-REDUCING GYPSUM WALL

BOARD EA. SIDE

3-1/2" GLASS FIBER INSULATION

M1F1A

UL U465

STC 56

STC 55 MIN.

SIM TO GA WP 1011

M1F1

5/8" TYPE X GYPSUM WALL BOARD

5/8" TYPE X NOISE-REDUCING GYPSUM

WALL BOARD

3-1/2" GLASS FIBER INSULATION

5/8" TYPE X GYPSUM WALL BOARD

M5A

6" METAL STUDS AT 16" O.C.

5/8" TYPE X GYPSUM WALL BOARD

M5

5/8" TYPE X GYPSUM WALL BOARD, EACH SIDE

5/8" TYPE X GYPSUM WALL BOARD

3-1/2" GLASS FIBER INSULATION

PARTITION TYPES

3-5/8" METAL STUDS AT 16" O.C.

3-5/8" METAL STUDS AT 16" O.C.

3-5/8" METAL STUDS AT 16" O.C.

3-5/8" METAL STUDS AT 16" O.C.

3-5/8" METAL STUDS AT 16" O.C.

3-5/8" METAL STUDS AT 16" O.C.

UL# U465

M2A

5/8" TYPE X NOISE-REDUCING GYPSUM WALL

BOARD EA. SIDE

3-1/2" GLASS FIBER INSULATION

STC 55 MIN.

SIM TO GA WP 1011

4" METAL STUDS AT 24" O.C.

M2F1A

UL U465

STC 56

5/8" TYPE X GYPSUM WALL BOARD

5/8" TYPE X NOISE-REDUCING GYPSUM

WALL BOARD

3-1/2" GLASS FIBER INSULATION

4" METAL STUDS AT 24" O.C.

5/8" TYPE X GYPSUM WALL BOARD

M6

1-5/8" METAL STUDS AT 16" O.C.

HORIZONTAL ASSEMBLY

MH-1

UL# I501

4" METAL STUDS @ 24" O.C.

3 LAYERS TYPE X GYPSUM WALL BOARD

US Army Corps of Engineers ®

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sschell Text Box *NOTE: PROVIDE STRUCTURAL STEEL STRAPPING WHERE INDICATED IN STRUCTURAL DRAWINGS. STRAPPING TO BE INSTALLED BELOW GWB.

sschell Text Box *NOTE: PROVIDE STRUCTURAL STEEL STRAPPING WHERE INDICATED IN STRUCTURAL DRAWINGS. STRAPPING TO BE INSTALLED BELOW GWB.

sschell Cloud sschell Cloud sschell Text Box sschell Text Box sschell Text Box sschell Text Box

REVISED IN ACCORDANCE WITH AMMENDMENT 006 06/05/2025

1 2 3 4

A

B

C

HSS5X5X1/2

HSS5X5X1/2

6' - 8" 25' - 0" 32' - 0" 19' - 0"

76' - 0"

6" CONC WALL WITH ICF

2'-0" DP X 2'-0" WIDE

PERIMETER CONC GRADE

BEAM TYP, SEE SCHED

6" CONC SLAB

REINF W/ #5 @ 12" OC EW BOT, #4 @ 18" OC EW TOP

1'-4" WIDE X 10" DP

THICKENED SLAB FTG

4" STL STUD BRG WALL

400S200-43 STUD @ 2'-0" OC

ADD 3" X 18 GAUGE STEEL

"X" STRAPPING ON ALL 3

WALLS W/ 6 - #12 SCREWS

EA END AND 2 - #10 SCREWS

TO EA STUD

7'

4" 9'

4"

8'

0"

K7

S-501

E2

S-501

K2

S-501

FIN FLR EL 0' - 0"SLOPE DN

GB4

G B

GB4

GB4

GB4

G B

GB3GB3 GB3 GB3 GB3 GB3

G B

G B

G B

G B

G B

G B

G B

G B

G B

G B

G B

3'-0" DP X 2'-0" WIDE

INTERIOR CONC GRADE BEAM

TYP, SEE SCHED

6" CONC SLAB

REINF W/ #5 @ 12" OC EW BOT, #4 @ 18" OC EW TOP

M16

S-501

K12

S-501

G B

6' - 0"

8" CONC WALL BELOW

BAR GRATING 1 1/2"X3/16" BRG

BARS @ 1 3/16" OC

CROSS BARS @ 4" OC

UTILIDOR PIT

E12

S-501

FIN FLR -12' - 0"

A16

S-501

2'

8" 2'

8"

2'

8"

L4X4X1/4

L4X4X1/4

A2

S-501

TYP AT

ENTRY

A12

S-501

TOC -0' - 6"

10 7/8"

/8

GB4

G B

G B

GB4

G B

5'

4" 2'

4"2' - 4"

4"

4' - 8"

2'

4"

5/

8"

1'

0" 1'

0"

1'

0" 1'

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SUMP PUMP

(DTL E7/S501,

SEE MECH DWGS)

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SCALE: 1/4" = 1'-0"A2

FOUNDATION PLAN

PLAN

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ENGIN

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TROY J. FELLER

SE 13687

10/30/2024 sschell

2 1/2" CONC FILL OVER

1 1/2" X 20 GA STL

DECK SEE PLAN

400T150-43

#10 ES TO STUD

#10 @ 6" OC

600S200-43 FLR JOISTS

@ 24" OC, ALIGN JOIST

WITH STUD

600T200-43

#10 @ 12" OC

#10 AT EA JOIST

16GA BENT PL

4"

4" X CONT

SEAL

CAP PL 1/4

@ TOP OF COL

PLATE, BOLTS,

AND WELD

PER TABLE 1

W BM

TOS

W BM

HSS COL SLOT

FOR SHEAR PLATE

CL COL

SEE TABLE 1

W BEAM

GIRDER

SHEAR PL & BOLTS

SEE TABLE 1 TYP

PL 3/16 BENT

CONT

EA SIDE

3-163/16

1/

2"

ROOF DECK

SEE TABLE 1

3/ 4"

SHEAR PLATES

LAYOUT WHEN BMS

FRAME INTO BOTH

SIDES OF GIRDER

W BM

TOS

SHEAR PLATE

AND BOLTS

SEE TABLE 1 TYP

SHEAR PLATE

LAYOUT WHEN BM

FRAMES INTO ONE

SIDE OF GIRDER ONLY

SEE

TABLE 1

TYP

W GIRDER

SEE

TABLE 1

TYP

FACE OF BM WEB

2" MAX

PL 3/8X5X5

W/ 2 - 3/4" Ø X 6"

WHS @ 4" OC

6" CONC WALL

W/ ICF

2"3/16

BENT PL 3/16

X 1 1/2"

4" CONT

1 1/2" STL ROOF DECK

W BM

1"3/16

TOP OF WALL

10'-8"

CONT WT COPE

WEB OVER W BM

FLANGE

3/16

FILL W/

NON-SHRINK GROUT

1/4" STIFFENER PL

EA SIDE

3/16

3/16

6" CONC WALL

W/ ICF

T Y

P

1/

2"

W BM

1 1/2" STL ROOF DECK

SEE DTL E2/S-502

EMBED PL1/2X8X1'-4"

W/ 3 - ROWS OF

3 - 3/4"Ø X 4" WHS @ 3" OC

BOTH SIDES

3"1/4

PL1/4X5"X0'-10"PL

PL3/8X5X0'-5"

W/ 2 - 3/4"Ø X 6"

WHS @ 4" OC

(WHS NOT SHOWN

FOR CLARITY)

3 1 /2"

M

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PLAN

SECTION A-A

W BM SKEWED

45° OR MORE

W BM SKEWED

A

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NOTE:

SIM AT CHANNEL

3 1 /2"

M

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W BM

3 1/2" MAX MAX

3 1/2" 2 1/2"

SEE TABLE 1

FOR BOLT, PL

1/2"

3/16" BENT PL

X 2" X 2"

X 7 1/2" CONT

SHEAR TAB

PER TABLE 1

SEE K12/S-502

W BM

1 1/2" STL

ROOF DECK

V

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VARIES

L D L D

NOTE:

SEE E16/S-601 FOR LD.

2 - #5 TOP & BOT

2 - #5 TOP & BOT

#5 X 4'-0" DIAG

EA CORNER

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SHEAR TAB

SEE TABLE 1

W BM

EMBED PL5/8X6X0'-16"

W/ 2 - 3/4" ØX4" WHS

W BM

W/ 3/4" Ø X 6" WHS @ 16" OC

6" CONC

WALL W/ ICF

ROOF DECK

4"

STIFFEN PL TO

EMBED PL 3/16

WT TO WF

3/16

WT4X6.5 COPE WEB TO

MATCH ROOF DECK

ELEVATION AND PITCH

STIFFENER TO WF

1/4

FLANGE TO FLANGE

1/4

STIFFENER PL1/4

3"@12"

PL TO FLG BOTH

SIDES 3"3/16

PL1/4"X5"X0'-12"

6 1/2"

W8X10

CONN PER TABLE 1

6" CONC WALL

W/ ICF

STL ROOF DECK

EMBED PL3/4X8

W/ 4-3/4"Øx5"

WHS @ 4" GAGE

PL3/8X4XCONT

W/ 3/4"Ø X 6" WHS

@ 16" OC

GRID

CONC WALL

WHERE OCCURS

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6" CONC WALL

W/ ICF

1 1/2" STL ROOF DECK

CONT WT, COPE WEB

OVER W BM FLANGE12

TOP OF WALL

EL 10'-8"

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SCALE: 1 1/2" = 1'-0"E16

MEZZ JOIST AT BRG WALL

SCALE: 3/4" = 1'-0"K2

W BEAMS AT HSS COL

SCALE: 3/4" = 1'-0"K7

SLOPED BEAM TO GIRDER

SCALE: 3/4" = 1'-0"K12

BEAM TO BEAM

SCALE: 3/4" = 1'-0"E2

W BM TO CONC WALL

SCALE: 3/4" = 1'-0"E7

CANTILIEVER W BM TO CONC WALL

SCALE: 3/4" = 1'-0"E12

SKEWED BEAM TO BEAM

SCALE: 3/4" = 1'-0"A2

CANOPY BEAM TO BENT PL

SCALE: 3/4" = 1'-0"A7

TYPICAL WALL OPENING

SCALE: 3/4" = 1'-0"A12

CANTILEVER WIDE FLANGE BEAM TO

CONCRETE WALL

SCALE: 3/4" = 1'-0"A16

W8X10 GABLED WALL ROOF BRACING

SCALE: 3/4" = 1'-0"K16

ROOF DECK TO CONC WALL

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49 TH

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REG

ISTERED STRUCTURA L

ENGIN

EER

TROY J. FELLER

SE 13687

10/30/2024 sschell

W911KB24R0028 Eielson Fuels Management and Laboratory Facility EIE439 Eielson Air Force Base Task 7, RTA

SECTION 07 21 13

BOARD AND BLOCK INSULATION

08/23

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM C578 (202 3) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C930 (2019) Standard Classification of Potential Health and Safety Concerns Associated with Thermal Insulation Materials and Accessories

ASTM D1621 (2016) Standard Test Method for Compressive Properties of Rigid Cellular Plastics

ASTM E84 (2023) Standard Test Method for Surface Burning Characteristics of Building Materials

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (202 4) International Building Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 31 (2020) Standard for the Installation of Oil-Burning Equipment

NFPA 54 (2021) National Fuel Gas Code

NFPA 70 ( 2023; ERTA 7 2023; TIA 23-15 ) National Electrical Code

NFPA 211 (2019) Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appliances

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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

SECTION 07 21 13 Page 3 September 2024

Manufacturer's Standard Details ; G

SD-03 Product Data

Environmental Data for Materials ; G

Block or Board Insulation ; G

Protection Board or Coating ; G

Accessories including sealants; G

SD-08 Manufacturer's Instructions

Insulation Installation and Handling

Adhesive

SD-11 Closeout Submittals

Draft Guarantee ; G

Final Guarantee ; G

Draft Warranty ; G

Final Warranty ; G

1.3 MANUFACTURER'S DETAILS

Submit manufacturer's standard details indicating methods of attachment and spacing, transition and termination details, and installation details. Include verification of existing conditions.

1.4 PRODUCT DATA

Include environmental data for materials descriptions, recommendations for product shelf life, requirements for protection board or coatings, and precautions for flammability and toxicity. Include data to verify compatibility of sealants with insulation.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

Deliver materials to the site in original sealed wrapping bearing manufacturer's name and brand designation, specification number, type, grade, R-value, and class. Store and handle to protect from damage. Do not allow insulation materials to become wet, soiled, crushed, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storing, and protecting of materials before and during installation.

1.5.2 Storage

Inspect materials delivered to the site for damage and store out of weather in manufacturer's original packaging. Store only in dry locations, not subject to open flames or sparks, and easily accessible for inspection and handling. Keep materials wrapped and separated from

SECTION 07 21 13 Page 4 September 2024 off-gassing materials (such as drying paints and adhesives). Do not use materials that have visible moisture or biological growth. Comply with manufacturer's recommendations for handling, storage, and protection of materials before and during installation.

1.6 SAFETY PRECAUTIONS

1.6.1 Other Safety Considerations

Comply with the safety requirements of ASTM C930.

1.7 SPECIAL WARRANTIES

1.7.1 Guarantee

Guarantee insulation installation against failure due to ultraviolet light exposure for a period of three years from the date of Beneficial Occupancy or Substantial Completion. Submit draft guarantee and final guarantee in accordance with Sections 01 78 00 CLOSEOUT SUBMITTALS and 01 78 23

OPERATION AND MAINTENANCE DATA.

1.7.2 Warranty

Provide manufacturer's material warranty for all system components for a period of three years from the date of Beneficial Occupancy or Substantial Completion. Submit draft warranty and final warranty in accordance with Sections 01 78 00 CLOSEOUT SUBMITTALS and 01 78 23 OPERATION AND

MAINTENANCE DATA.

PART 2 PRODUCTS

2.1 BLOCK OR BOARD INSULATION

Provide thermal insulating materials as recommended by manufacturer for each type of application indicated. Provide insulation with the following physical properties and in accordance with the following standards:

c. Extruded Preformed Cellular Polystyrene (XPS): ASTM C578 REV A, TypeIV

2.1.1 Thermal Resistance

Provide R-values as indicated on the drawings.

2.1.2 Fire Protection Requirements

a. Flame spread index of 75 or less when tested in accordance with

ASTM E84.

b. Smoke developed index of 450 or less when tested in accordance with

ASTM E84.

c. Provide insulated assemblies in accordance ICC IBC Chapter Fire and Smoke Protection Features.

2.1.3 Other Material Properties

Provide thermal insulating materials with the following properties:

a. Rigid cellular plastics: Compressive Resistance at Yield: Not less

SECTION 07 21 13 Page 5 September 2024 than AM#6... 40 pounds per square inch (psi) ...AM#6 when measured according to ASTM D1621.

2.1.4 Prohibited Materials

Do not provide materials containing asbestos.

2.2 PROTECTION BOARD OR COATING

As recommended by insulation manufacturer.

2.3 ACCESSORIES

2.3.1 Adhesive

As recommended by insulation manufacturer.

2.3.2 Mechanical Fasteners

Corrosion resistant fasteners as recommended by the insulation manufacturer.

PART 3 EXECUTION

3.1 EXISTING CONDITIONS

Prior to installation, ensure all areas that will be in contact with the insulation are dry and free of projections that could cause voids, compressed insulation, or punctured vapor retarders. For foundation perimeter or under slab applications, check that subsurface fill is flat, smooth, dry, and well tamped. Do not proceed with installation if moisture or other conditions are present and notify the Contracting Officer of such conditions. Do not proceed with the work until conditions have been corrected and verified to be dry.

3.2 PREPARATION

3.2.1 Blocking Around Heat Producing Devices

Provide noncombustible blocking at all spaces between heat producing devices and the floors, ceilings and roofs through which they pass.

Provide in accordance with ICC IBC Section 2111.13 Fireplace Fireblocking and with the following clearances:

a. Recessed lighting fixtures, including wiring compartments, ballasts, and other heat producing devices, unless certified for installation surrounded by insulation: 3 inches from outside face of fixtures and devices or as required by NFPA 70 and, if insulation is placed above fixture or device, 24 inches above fixture.

b. Masonry chimneys or masonry enclosing a flue: 2 inches from outside face of masonry. Masonry chimneys for medium and high heat operating appliances: Minimum clearances required by NFPA 211 .

c. Vents and vent connectors used for venting products of combustion, flues, and chimneys other than masonry chimneys: Minimum clearances as required by NFPA 211 .

d. Gas Fired Appliances: Clearances as required in NFPA 54 .

SECTION 07 21 13 Page 6 September 2024

e. Oil Fired Appliances: Clearances as required in NFPA 31 .

Blocking is not required if chimneys or flues are certified in writing by the chimney or flue manufacturer for use in contact with specific insulating materials.

3.3 INSTALLATION

3.3.1 Insulation Installation and Handling

Provide insulation in accordance with the manufacturer's printed installation instructions. Keep material dry and free of extraneous materials.

3.3.2 Electrical Wiring

Do not install insulation in a manner that would enclose electrical conductors, that are not installed in conduit, between two layers of insulation.

3.3.3 Cold Climate Requirement

Place insulation on the outside of pipes.

3.3.4 Continuity of Insulation

Butt tightly against adjoining boards, studs, rafters, joists, sill plates, headers and obstructions. Provide continuity and integrity of insulation at corners, wall to ceiling joint, roof, and floor. Avoid creating thermal bridges and voids. Provide and verify continuity of insulative barrier throughout the building enclosure.

3.3.5 Coordination

Verify final installed insulation thicknesses comply with thicknesses indicated and with the approved insulation submittal(s).

3.4 PERIMETER AND UNDER SLAB INSULATION

Install perimeter thermal insulation where heated spaces are adjacent to exterior walls, slab edges in slab-on-grade, or floating slab construction.

3.4.1 Manufacturer's Instructions

Layout insulation, tape edges, provide vapor retarder and other required accessories to protect against vermin, insects, and damage in accordance with manufacturer's printed instructions.

3.4.2 Insulation on Vertical Surfaces

Provide thermal insulation on exterior of foundation walls Fasten insulation with adhesive or mechanical fasteners.

3.4.3 Insulation Under Slab

Provide insulation horizontally under AM#6... slab on grade and ...AM#6 outside of foundation walls for a distance as indicated in the drawings.

SECTION 07 21 13 Page 7 September 2024

3.4.4 Protection of Insulation

Protect insulation from damage during construction and back filling by application of protection board or a coating. Do not leave installed vertical insulation unprotected overnight. Protect installed insulation from weather, including rain and ultraviolet light, from mechanical abuse, compression, and dislocation. Install protection over entire exposed exterior insulation board. Extend protection at least one foot below grade.

-- End of Section --

SECTION 07 21 13 Page 8 September 2024