14105 ADDENDA 1.pdf

PDF 2 MB Posted Jul 16, 2025

Attached to: Powder River Correctional Facility Roof Replacement
Solicitation number: S-29100-00014105
Issued by: Baker County, Barlow City, Oregon

About this file

Written by GovTribe AI · Dec 1, 2025

This is Addendum 1 to an Invitation to Bid issued by the Oregon Department of Corrections Purchasing Section for the Powder River Correctional Facility roof replacement project (S-29100-00014105). The addendum provides three key revisions to the original bid specifications: clarification on metal roof panel lengths with an attached drawing detailing specific dimensions, approval of a substitution request for Taylor Metal Products' MS200 2" mechanical seam roof panels in place of the originally specified product, and scheduling of an optional bid walk on September 4th, 2025. The bid closing date and time has been revised from the original schedule to September 18th, 2025 at 2:00 p.m. PST, representing a material change to the Invitation to Bid. Bidders are required to sign and return this addendum by the new bid closing date and time, with failure to do so potentially resulting in bid rejection.

The approved Taylor Metal Products substitution specifies MS200 mechanical seam panels available in 12", 14", 16", and 18" coverage widths with 2" vertical ribs, manufactured in Salem, Oregon. The product features a floating clip system allowing for panel expansion and contraction, factory-injected butyl sealant, concealed fastener design, and standard panel lengths from 1' to 60'. The panels meet comprehensive technical and safety standards including UL 580 Class 90 wind uplift rating, UL 790 Class A fire rating, UL 2218 Class 4 impact rating, and FM Class 4471 certification. The manufacturer certifies equivalent or superior quality to the originally specified product with identical warranty, maintenance service, and replacement parts availability, with no adverse effects on other trades or project schedule impact.

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Other files

File	Type	Posted
14105 Specs.pdf	PDF	Jul 16, 2025
7043 NOIA.pdf	PDF	Jul 16, 2025
14106 Addenda 1.pdf	PDF	Jul 16, 2025
14105 ITB TCs.pdf	PDF	Jul 16, 2025
14105 Plan Holder List.pdf	PDF	Jul 16, 2025
14105 Drawings.pdf	PDF	Jul 16, 2025
14105 Bid Tab.pdf	PDF	Jul 16, 2025

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Oregon Department of Corrections Purchasing Section

3723 Fairview Industrial Dr SE Salem, OR 97302

(971)707-0238 Ryan.N.Kirtley@doc.oregon.gov

08/21/25

ADDENDUM 1

For

S-29100-00014105 PRCF Roof Replacement

Below you will find Revisions, clarifications, deletions and/or additions to the bid specifications.

This addendum modifies the related Invitation to Bid only to the extent specifically indicated herein. All other areas not specifically mentioned or affected by this addendum shall remain in full force and effect.

This addendum shall be added to and become part of the original Invitation to Bid.

1. Clarification: Panel lengths for roofs.

Answer: Attached drawing has the panel lengths listed.

2. Revision: Substitution request for Taylor Metal Products Answer: Approved for attached product, see notes on attached.

3. Revision: An optional bid walk will be held on September 4th, 2025 due to the substitution approval.

4. Revision: Bid Opening/Closing Date deleted in its entirety and replaced with September 18th, 2025 at 2:00 p.m. (PST)

This addendum represents a material change to the ITB and is required to be signed and returned by the Bid Closing Date and Time. Failure to do so may result in bid rejection.

Company Name: __________________________________________________________

Authorized Signature: ______________________________________________________

Date:_______________________________________

17’9”

18’1”

18’2”

18’4”

12’8” 12’8”

19’2”

30’2”

13’8”

24’6”

4’3”

7’

12’

22’11” 7’

23’5”

40’4”

10’

41;6” 41’6”

50’

22’ 22’

10’5”

36’6”

26’10”

22’1”

17’6” 17’6”

6’10”

6’8”

41’4”

50’10”

22’2” 22’2”

41’

40’4”

10’

3’7”x15’3” awning

SUBSTITUTION

REQUEST

Project:

To:

Re:

Substitution Request Number:

From:

Specification Title: Description:

Section: Page: Article/Paragraph:

Proposed Substitution:

Manufacturer: Address: Phone:

Trade Name: Model No.:

Attached data includes product description, specifications, drawings, photographs, and performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified.

Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation.

The Undersigned certifies:

Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product.

Same warranty will be furnished for proposed substitution as for specified product.

Same maintenance service and source of replacement parts, as applicable, is available.

Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule.

Proposed substitution does not affect dimensions and functional clearances.

Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution.

Submitted by:

Signed by:

Firm:

Address:

Telephone:

A/E’s REVIEW AND ACTION

Substitution approved - Make submittals in accordance with Specification Section 01330.

Substitution approved as noted - Make submittals in accordance with Specification Section 01330.

Substitution rejected - Use specified materials.

Substitution Request received too late - Use specified materials.

Signed by: Date:

Supporting Data Attached: Drawings Product Data Samples Tests Reports

Page of September 1996 CSI Form 1.5C

Taylor Metal Products

Taylor Metal 800-574-1388

Taylor Metal Products

Travis Waldie

503-728-8832

4566 Ridge Drive NE Salem, OR. 97301

Date:

Brianna Valencourt

Powder River Correctional Facility Re-Roof

Ryan Kirtley 07/28/2025

Metal Roof Panels 2" Mechanical Seam Roof

074113 2 1.4 Design/Performance Requirements

2" x16" MS200 aaronb Text Box REVIEW NOTE: NO EXCEPTION TAKEN TO MANUFACTURER. ONLY MANUFACTURER'S CUT SHEET PROVIDED FOR SUBSTITUTION REVIEW. FULL REVIEW TO OCCUR DURING THE SUBMITTAL PROCESS aaronb Text Box X

RIVERSIDE CA • SACRAMENTO CA • SALEM OR • AUBURN WA • SPOKANE WA • TAYLORMETAL.COM

TAYLOR

M E T A L P R O D U C T S

KEY FEATURES TESTING

FLAT

CLIP RELIEF

STRIATIONS

ACCENT RIBS

2 Accent ribs for 12” & 14” panels (Salem & Riverside)

3 Accent ribs for 16” & 18” panels (Salem & Riverside)

2 Accent ribs for all panels (Sacramento)

MS200™

Mechanical Seam Panel Technical Data Resource

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

• 12”, 14”, 16” & 18” coverage options

• 24 and 22 Tru-Gauge™ and .032” and .040 Aluminum

• Zinc Coil (inquire for thickness)

• Floating clip system: allows for expansion and contraction of panels in longer lengths

• 2” vertical rib, factory notching available

• 1/2:12 minimum pitch recommended (For lower pitches, please inquire)

• Standard panel lengths 1’ to 60’ (For longer length panels, please inquire)

• On-site roll forming available for longer panels

• Factory injected Butyl sealant available

• Clip Relief is not standard, available upon request

• Concealed fastener: fasteners cannot leak

• Weathertightness warranty available (Contact TMP representative for details)

• OverEZee retro-fit system available

• Panel options: Striations, Accent Rib, Flat Pan

• Manufactured in Salem OR, Riverside CA & Sacramento CA

• ICC-ESR #5046 with CBC-CRC Supplement

• Code compliance UL Evaluation Report

UL ER #25913-01

• UL Construction No. 90, 176, 180, 238, 238A, 238B, 238C, 312, 335, 403, 435, 435A, 437, 449, 451, 487, 506, 506A, 506B, 576, 577, 583, 608 & 610

• UL 580 Class 90 - Wind Uplift

• UL 790 Class A (ASTM E108) - Fire rated

• UL 2218 Class 4 - Impact (hail) rated

• FM Class 4471 - 1-75/120 wind uplift, Class A fire spread, severe hail & foot traffic (up to 16” panel with 180º seam only)

• ASTM E1680 - Air infiltration (roof)

• ASTM E1646 - Water infiltration (roof)

• ASTM E1592 - Structural uniform static air pressure

• ASTM E331 - Water infiltration (wall)

• ASTM E283 - Air infiltration (wall)

• ASTM A653/A924 - G90 Galvanized

• ASTM A792 - Zincalume/Galvalume AZ-50/55

• ASTM B209 - Aluminum Substrate

• ASTM E2140 - Standard Test Method for Water Penetration (full immersion)

• ASTM E1514 Standard for Structural Standing steel roof panels systems.

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

12", 14", 16", 18" Coverage

2 [2"]

BUTYL INJECTED SEAL

(AVAILABLE)

BUTYL INJECTED SEAL

(AVAILABLE)

2"2"

90º SEAM DETAIL 180º SEAM DETAIL

Brianna Valencourt Highlight

Brianna Valencourt Highlight aaronb AB_sm Check Mark aaronb AB_sm Check Mark aaronb Cloud+ aaronb Cloud+

REQ'D

aaronb Cloud+ aaronb Cloud+

MAX PANEL WIDTH ALLOWED BY ENGINEERED "FM" CLIP SHOWN

aaronb AB_sm Check Mark aaronb AB_sm Check Mark aaronb Cloud+ aaronb Cloud+

REQ'D

aaronb Cloud+ aaronb Cloud+

REQ'D

aaronb Text Box ±43'...

aaronb Text Box REQ'D NOTE: REQUIRED OPTION TO BE CONSIDERED AN "APPROVED EQUAL" COMPARED TO SPECIFICATIONS & B.O.D. PRODUCT

RIVERSIDE CA • SACRAMENTO CA • SALEM OR • AUBURN WA • MARYSVILLE WA • SPOKANE WA • TAYLORMETAL.COM

GR-7™

ROOF AND WALL

RIVERSIDE CA • SACRAMENTO CA • SALEM OR • AUBURN WA • MARYSVILLE WA • SPOKANE WA • TAYLORMETAL.COM

GR-7™

ROOF AND WALLTAYLOR

� � T A L � � R O � � � T �

ASTM E 1680/E283

Air Penetration

ASTM E 1646/E331

Water Penetration

25 PSF<0.01 CFM/ft2-PASS 40 PSF - Pass Force Engineering Test Result 696-0081T-21A-H Force Engineering Test Result 696-0003T-20A-D Force Engineering Test Result 696-0003T-20E-H Force Engineering Test Result 696-0003T-20I,J

Intertek Test Result M0874.01-901-442.162 LBS

1.621 LBS

0.848 LBS

0.636 LBS

WEIGHT/LINFT

WEIGHT/SQFT

16"

1.790 LBS

1.343 LBS

0.032"

0.696 LBS

0.772 LBS

0.662 LBS

0.02850.0236"

1.469 LBS

1.630 LBS

WEIGHT/SQFT

WEIGHT/LINFT

WEIGHT/SQFT

1.774 LBS

1.968 LBS

1.687 LBS1.397 LBS

24 GA STEEL 22 GA STEEL .032" ALUM

WEIGHT/LINFT 18" 1.951 LBS 2.356 LBS 0.924 LBS

12"

14"

MS-200 WEIGHT

THICKNESS

WEIGHT/LINFT

WEIGHT/SQFT 18" 1.300 LBS 1.570 LBS 0.616 LBS

.040" ALUM

0.040"

0.870 LBS

0.965 LBS

0.827 LBS

1.060 LBS

0.795 LBS

1.155 LBS

0.770 LBS

WEIGHT TABLE

Panel Clips Clip Spacing Panel clip spacing is based on structural design loads, engineered spanning capability of the panels and substrate.

Clips are fabricated from Grade 50 G90 base steel. The upper portion of the clip is 22ga thick, with a base of 16ga.

Floating clips will accommodate 1/2” and 1-1/4” of movement in both directions. This will allow the panel to easily expand and contract with thermal changes. Contact TMP rep. for applications requiring allowances for more movement.

Fasteners All fasteners into steel and plywood must extend at least 3 full threads beyond the material. When attaching to dimensional lumber, 1” embedment is required.

90° Seam

OSB: #10 Burr Buster Plywood and Dimensional Lumber: #10

Screw 16ga (or less) Steel deck: #10 or #12

Screw with DP-1

180° Seam OSB: #10 Burr Buster Plywood and Dimensional Lumber: #10 or #12 Screw 16ga (or less) Steel deck: #14 Screw with DP-1

FM (Factory Mutual) All fasteners #14

4.875" [47 8"]

1.063" [11 16"]

2" [2"]

.857" [7 8"]

.75" [3 4"]

2" [2"]

G E

D R

N E

M , O

C T:

D R

B Y:

1 1:

G C

M S2

STANDARD CLIP: For UL rated non-engineered and solid deck applica-tions Accommodates for 1/2” of thermal movement in both directions.

STANDOFF CLIP: For engineered and open framing applications Accommodates for 1-1/4” of thermal movement in both directions.

4.25" [41 4"]

2" [2"]

4.25" [41 4"]

3" [3"]

2" [2"] 2" [2"]

G E

D R

N E

S A

, O R

S H

E E

S C

R E

P R

C T:

D R

A W

N B

1 1:

M S

C Y

R A

3" [3"]

4.25" [4 14"]

2" [2"]

Brianna Valencourt Highlight

Brianna Valencourt Highlight aaronb AB_sm Check Mark aaronb AB_sm Check Mark aaronb AB_sm Check Mark aaronb AB_sm Check Mark aaronb AB_sm Check Mark aaronb Rectangle

RIVERSIDE CA • SACRAMENTO CA • SALEM OR • AUBURN WA • MARYSVILLE WA • SPOKANE WA • TAYLORMETAL.COM

GR-7™

ROOF AND WALL

RIVERSIDE CA • SACRAMENTO CA • SALEM OR • AUBURN WA • MARYSVILLE WA • SPOKANE WA • TAYLORMETAL.COM

GR-7™

ROOF AND WALLTAYLOR

� � T A L � � R O � � � T �

BUTYL INJECTED SEAL

(AVAILABLE)

BUTYL INJECTED SEAL

(AVAILABLE)

BUTYL INJECTED SEAL

(AVAILABLE)

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft 1' 1.5' 2' 2.5' 3' 3.5' 4'

18 24 50 1.33 0.2350 0.2100 0.1350 0.1478 0.1731 0.1488 59.9 53.4 46.9 40.4 33.8 27.3 20.8 18 22 50 1.67 0.2868 0.2560 0.1623 0.1821 0.2125 0.1824 98.9 88.1 77.2 66.4 55.5 44.7 33.8 18 0.032" 19 0.62 0.2070 0.2070 0.1220 0.2070 0.2070 0.5696 36.4 32.5 28.6 24.7 20.8 16.9 13.0 18 0.040" 19 0.76 0.2560 0.2560 0.1510 0.2560 0.2560 0.7010 46.9 42.6 38.2 33.4 29.5 25.2 20.8

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft 2' 2.5' 3' 3.5 4' 4.5' 5' 5.5' 6' 8'

12 24 50 1.47 0.2350 0.2100 0.1350 0.1478 0.1731 0.1488 276.4 221.1 184.2 157.9 138.2 122.8 110.6 100.5 92.1 52.7 12 22 50 1.875 0.2868 0.2560 0.1623 0.1821 0.2125 0.1824 400.3 320.4 267.0 228.8 200.2 178.0 160.2 134.1 112.7 63.4 12 0.032" 19 0.83 0.3290 0.3290 0.2102 0.3290 0.3290 0.6599 50.5 37.3 25.9 19.0 14.6 11.5 9.3 7.7 6.5 3.6 12 0.040" 19 1.01 0.4050 0.4050 0.2582 0.4050 0.4050 0.8133 74.1 57.5 39.9 29.3 22.5 17.7 14.4 11.9 10.0 5.6 16 24 50 1.36 0.1850 0.1640 0.1020 0.1110 0.1325 0.1100 207.3 165.8 138.2 118.4 103.6 92.1 82.9 75.4 69.1 39.8 16 22 50 1.71 0.2320 0.2050 0.1220 0.1380 0.1653 0.1394 300.5 240.4 200.3 171.7 150.2 133.5 120.2 100.8 84.7 47.7 16 0.032" 19 0.76 0.2660 0.2660 0.1610 0.2660 0.2660 0.6450 33.2 21.3 14.8 10.8 8.3 6.6 5.3 4.4 3.7 2.1 16 0.040" 19 0.92 0.3270 0.3270 0.1980 0.3270 0.3270 0.7940 51.6 33.0 22.9 16.8 12.9 10.2 8.3 6.8 5.7 3.2 18 24 50 1.28 0.1670 0.1470 0.0900 0.0990 0.1187 0.0970 184.1 147.3 122.7 105.2 92.1 81.8 73.6 66.9 61.4 35.2 18 22 50 1.61 0.2090 0.1840 0.1080 0.1220 0.1472 0.1236 266.8 213.5 177.9 152.5 133.4 118.6 106.7 89.3 75.0 42.2 18 0.032" 19 0.74 0.2420 0.2420 0.1430 0.2420 0.2420 0.6370 26.2 16.8 11.7 8.6 6.6 5.2 4.2 3.5 2.9 1.6 18 0.040" 19 0.90 0.2970 0.2970 0.1764 0.2970 0.2970 0.7840 40.8 26.1 18.1 13.3 10.2 8.1 6.5 5.4 4.5 2.6

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft 1' 1.5' 2' 2.5' 3' 3.5' 4' 4.5' 5'

16 24 50 1.36 0.1549 0.1370 0.0789 0.0925 0.1106 0.0908 161.3 147.6 134.0 120.3 106.7 93.0 79.4 67.7 52.1 16 22 50 1.71 0.2040 0.1800 0.1010 0.1210 0.1451 0.1213 163.9 150.9 137.9 124.9 111.9 98.9 85.9 72.9 59.9 18 24 50 1.28 0.1400 0.1230 0.0708 0.0820 0.0988 0.0809 109.3 101.1 93.0 84.9 76.7 68.6 60.5 52.3 44.2 18 22 50 1.61 0.1850 0.1620 0.0880 0.1070 0.1296 0.1079 156.1 143.4 130.7 118.0 105.4 92.7 80.0 67.3 54.7 18 0.032" 19 0.62 0.2070 0.2070 0.1220 0.2070 0.2070 0.5696 83.3 77.4 71.5 65.7 59.8 54.0 48.1 42.3 36.4

Width, in. Gauge Yield ksi Weight psf

Top in Compression Bottom in Compression Negative Load

Top in Compression Bottom in Compression

ALLOWABLE UNIFORM LOADS, psf For various clip spacings (i.e. span values)

SECTION PROPERTIES

Positive load

SECTION PROPERTIES

ALLOWABLE UNIFORM LOADS, psf

For various clip spacings (i.e. span values)

Width, in. Gauge Yield ksi Weight psf

Top in Compression Bottom in Compression Negative Load

ALLOWABLE UNIFORM LOADS, psf For various clip spacings (i.e. span values)

SECTION PROPERTIES

180O SEAM (DOUBLE FOLD)

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft 1' 1.5' 2' 2.5' 3' 3.5' 4'

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft 2' 2.5' 3' 3.5 4' 4.5' 5' 5.5' 6' 8'

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft

Ixx in4/ft.

Ixx (eff) in4/ft.

Sxx in3/ft 1' 1.5' 2' 2.5' 3' 3.5' 4' 4.5' 5'

Width, in. Gauge Yield ksi Weight psf

Top in Compression Bottom in Compression Negative Load

Top in Compression Bottom in Compression

ALLOWABLE UNIFORM LOADS, psf For various clip spacings (i.e. span values)

SECTION PROPERTIES

Positive load

SECTION PROPERTIES

ALLOWABLE UNIFORM LOADS, psf

For various clip spacings (i.e. span values)

Width, in. Gauge Yield ksi Weight psf

Top in Compression Bottom in Compression Negative Load

ALLOWABLE UNIFORM LOADS, psf For various clip spacings (i.e. span values)

SECTION PROPERTIES

• Charted Load/Span values are based on ASTM E1592-02 / ASTM E1592-05 testing protocol

• Charted Allowable Uniform Loads are based on the Ultimate Uniform Load (per ASTM E1592-05 testing) divided by 2.00 Factor-of-Safety.

• Minimum recommended substrate (structure) recommendations:

o Open-framing (i.e.purlins) -16ga (design thickness=0.0566”) o Plywood/OSB - 15/32” or thicker is recommend to assure an effective degree of fastener thread engagement.

o Metal deck - 22 ga. (design thickness=0.0283”)

• Allowable loads for Steel panels are calculated in accordance with 2020 AISI S100 specifications considering bending, shear, combined bending and shear and deflection. Allowable load considers a 3 or more equal span condition.

• The Versa-Span Panel when installed as a three-span condition with spans of 5 ft. on-center for Steel and

3.0 ft.on-center for Aluminum are capable of withstanding the minimum uniform distributed load of 20 psf (0.958 kPa) noted in Table 1607.1 of the IBC and a minimum concentrated load of 300 lbf (1.33 kN).

• When panels are installed over solid or closely fitted deck sheathing, the capacity is limited to the capacity of the underlying sheathing.

180O SEAM (DOUBLE FOLD)

DOUBLE LOCK NEGATIVE LOAD CHART

DOUBLE LOCK POSITIVE LOAD CHART

**Spec requires safety factor of 1.67**

**Existing deck is 5/8" plywood - more than adequate**

Brianna Valencourt Highlight

Brianna Valencourt Highlight aaronb AB_sm Check Mark

AB_sm Check Mark

TAYLOR

M E T A L P R O D U C T S

MS-200™ FM Installation Guide - 2025

Main Menu

SFS 3/8" (2-3/8" overall) Standoff Floating Panel Clip w/ injected sealant SFS 1" (3" overall) Standoff Floating Panel Clip w/ injected sealant (for use with 1" thermal blocks)

2-3/8" Clip shown below

FM Approvals Class: 4471 Factory Mutual Rated: 1-120/1-75 A SH (Wind Uplift)

Per FM Testing Criteria clip spacing:

Clip spacing 24" OC 120 PSF Clip spacing 60" OC 75 PSF

FM Testing criteria based on 24ga 16" wide panels.

Additional panel widths available in 12" & 14"

Factory Mutual (FM Global) Project Requirements/Notes

• WTW GUIDELINES - FM projects may or may not require manufacturer’s weathertightness warranties.

Refer to project specifications for warranty requirements.

• ROOF SLOPE - Minimum slope for FM projects is 1/2” in 12”

• SEAM TYPES - MS-200, 180 degree seam required for FM projects

• REQUIRED UNDERLAYMENT - FM has no requirement for underlayment. If a manufacturer’s weathertightness warranty is specified, consult TMP rep. for required underlayments.

• ENGINEERING/CALCULATIONS - FM does not require engineering. Follow test method for fasteners and frequency of clip attachment.

• TRAINING - FM does not require training or shop drawings. TMP weathertightness warranties require approved applicators, attachment & drag load calculations, and shop drawings.

• INSPECTION SCHEDULES/FREQUENCY - FM does not require inspections. TMP requires weathertightness warranties inspections by the TMP Technical Representative.

• FM PROJECTS - PROPER FORM/INFORMATION/DOCUMENTATION - See attached. FM projects require documentation about the material used and panel formed.

• FM Approved Clips and fasteners required for FM specified projects.

• FM standing seam panels will be 16” or narrower in width.

Standoff / FM Floating Clip

** Lowest slope on project is 3/12

Brianna Valencourt Highlight

Brianna Valencourt Highlight aaronb AB_sm Check Mark aaronb Highlight TMP requires aaronb Highlight weathertightness warranties inspections by the TMP Technical Representative.

Line

14105 ADDENDA 1

PRCF Roof Measurements

Project 1:

Project 2:

To:

Date:

Re 1:

Specification Title:

Description:

Section:

Page:

ArticleParagraph:

Proposed Substitution:

Address: 4566 Ridge Dr NE, Salem

Trade Name:

Model No:

Substitution approved Make submittals in accordance with Specification Section 01330: Off

Substitution approved as noted Make submittals in accordance with Specification Section 01330: Off

Substitution rejected Use specified materials: Off

Substitution Request received too late Use specified materials: Off

Drawings: Off

Product Data: On

Samples: Off

Tests: Off

Reports: Off

undefined: Off

File details come from the government source that posted it. Updated Sep 1, 2025.