ra111I - Florida Building Commission

---

Varco Pruden Buildings A Division of BlueScope Buildings North America, Inc.

PRODUCT EVALUATION REPORT VP HWR Panel

State of Florida Professional Engineer Evaluator: Larry L. Boozer, PE No. 44236 Varco Pruden Buildings 7031 Albert Pick Rd., Suite 200 Greensboro, NC 27409 Validator: Locke Bowden, PE No. 49704 9450 Alysbury Place Montgomery, Al 36117

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ra111 I)

Manufacturer: Varco Pruden Buildings a division of BlueScope North America 3200 Players Club Circle Memphis, TN 38125

SUBJECT: Structural standing seam steel roof panel Description: VP HWR consists of a 24” wide, 24 gage, 50 ksi (nominal) yield panels joined together at the sidelaps to form a trapezoidal profile with a 3” high seam. The panels are attached to secondary roof structurals (purlins) with 4” (nom.), 8”or 12” long two piece movable clips. The clips are attached to roof structurals with (3)-1/4”-14 self-drilling fasteners. The panel sidelaps are mechanically seamed in the field to form the “Quad Lok” seam. CODE CRITERIA: CHAPTER 15, FLORIDA BUILDING CODE 2010, ROOF ASSEMLBIES AND ROOFTOP STRUCTURES 1503.1 General. “Roof decks shall be covered with approved roof coverings

...“

VP HWR is currently an approved Florida panel. 1503.4.3 Gutters. “Gutters and leaders

...,

shall be of noncombustible material...”

VP HWR gutters and leaders are 26 gage painted galvanized steeL Refer to installation drawings. 1504.1 Wind resistance of roofs. “Roof decks and roof coverings shall be designed for wind loads in accordance with Chapter 16...” Design loads and forces calculated from Chapter 16 by manufacturers staff licensed engineers and compared to allowable strengths. 1504.3.2 Metal panel roof systems. VP HWR Panel has been tested per UL 580 and TAS 125 inclusive of ASTM E1592. See referenced tests. 1504.6 Physical properties. VP HWR Panel has been tested and passed ASTM G 154. See referenced tests.

1504.9 Margin of Safety. Refer to calculations. 2.0 F of S used for uplift (wind), AISI S100 specified F ofSfor gravity. 1505.1 General. VP HWR has been tested in accordance with ASTM E 108 as part of the FM 4471 approval standard. 1505.2 Class A roof assemblies. VP HWR is a non combustible steel roof system and meets the Class lAfire Classification per the FM 4471 approval standard.

1506.7 Clips. All VP HWR clips are G90 galvanized measured according to ASTM A 90.

1507.4 Metal roof panels. VP HWR complies with the provisions of the section. 1507.4.2. Deck slope. The minimum slope for VP HWR standing seam roof panel is X:12. Refer to installation drawings and limits of use. 1507.4.3 Material standards. VP HWR design is in accordance with the 2007 Edition of the “North American Specification for the Design of Cold-Formed Steel Structural Members” as referenced Chapter 22 and Chapter 35. Panels are manufactured in accordance with ASTM A 792 AZ 50 or AZ 55. Refer to material specifications 1507.4.4 Attachment. See attached installation instructions for fasteners. 2209.1 General.. The design of VP HWR conforms with AISI 5100.

LIMITATIONS OF USE FOR NON HIGH VELOCITY HURRICANE ZONES

Minimum Slope:

Y4:12 (per FBC 2010)

Panel limitations:

4”, 8” & 12” clips for use with NON HVHZ, 5’ maximum span. End laps are permitted.

Substrate:

Steel

Substrate Description and Limits:

.059” thickness minimum with 4” & 8” CLIPS, .082” minimum with 12”CLIPS.

Substrate Attachment:

Designed by FL P.E. minimum quantity indicated on installation drawings.

Allowable panel strengths with 4” clips: Allowable strengths for gravity loads: +Ma -Ma

=

=

4.69 k-in/ft 2.89k-in/ft

Additionally: Allowable shear(Va) = .84k/ft. allowable web crippling with end bearing at 2.5”= .065k/ft, allowable web crippling with intermediate bearing at 2.5”=.189 k/ft Allowable strengths for uplift loads: Outside of Panel in Compression Ma

=

1667 lb-in per ft. width of panel

Inside of Panel in Compression

=

1202 lb-in per ft. width of panel

Panel Shear Va

=

Ma

157 lb

Int Panel Reaction Pa

mt = 296 lb

Ext. Panel Reaction Pa ext =102 lb Deflection: Gravity El min= 4,652,150 lb-in’2

Uplift El eff= 258995 1 lb-in ’ 2

Allowable panel strengths with 8” clips: Allowable strengths for gravity loads: +Ma

=

4.69 k-in/ft

-Ma

=

2.89k-in/ft

Additionally: Allowable shear(Va) = .84k/ft, allowable web crippling with end bearing at 2.S”= .065k/ft, allowable web crippling with intermediate bearing at 2.5”=.189 k/ft Allowable strengths for uplift loads: Outside of Panel in Compression Ma

=

2149 lb-in per ft. width of panel

Inside of Panel in Compression

=

1550 lb-in per ft. width of panel

Ma

Panel Shear Va =203 lb lnt Panel Reaction Pa

mt = 382 lb

Ext. Panel Reaction Pa ext =131 lb Deflection: Gravity El min= 4,652,150 lb_inA2 Uplift El eff = 641,750 lb-in”2

Allowable panel strengths with 12” clips: Allowable strengths for gravity loads: +Ma -Ma

=

=

4.69 k-in/ft 2.89k-in/ft

Additionally: Allowable shear(Va) = .84k/ft, allowable web crippling with end bearing at 2.5”= .065k/ft, allowable web crippling with intermediate bearing at 2.5”=.189 k/ft Allowable strengths for uplift loads: Outside of Panel in Compression Ma

=

2631 lb-in per ft. width of panel

Inside of Panel in Compression

=

1897 lb-in per ft. width of panel

Ma

Panel Shear Va =248 lb mt Panel Reaction Pa

mt = 468 lb

Ext. Panel Reaction Pa ext =161 lb

Deflection: Gravity El min= 4,652,150 lb-in”2 Uplift El eff = 642,267 lb-in”2

Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the FBC 2010 for roof cladding wind loads. The design engineer must calculate panel spans and design M, V, P, deflections and compare to allowable strengths above. NOTE: ROOF SHEAR DIAPHRAGM VALUES ARE OUTSIDE THE SCOPE OF THIS REPORT Documentation Supporting the Compliance Statement: The product has been tested in accordance with: TAS 125-03 PER ASTM E 1592-01: Test Report No. 201-0254T-09D-F by Force Engineering and Testing, Inc. DATED 09-01-09

TAS 125-03 PER ASTM E 1592-01: Test Report No. 201-0254T-09I-K by Force Engineering and Testing, Inc. DATED 09-01-09

TAS 125-03 PER ASTM E 1592-01: Test Report No. 201-0254T-09A-C by Force Engineering and Testing, Inc. DATED 09-01-09

Additional Documentation Supporting the Compliance Statement: VALSPAR COATING CERTIFICATIONS AND TEST RESULTS-APPENDIX B MATERIAL SPECIFICATIONS-APPENDIX A

CODE COMPLIANCE CERTIFICATION As product evaluator, the undersigned certifies that the listed products are in compliance with the requirements of the 2010 Florida Building Code.

Sincerely,

LL’y-’ Larry L. Boozer, PE No. 44236

‘\

APPENDIX A

4

BlueScope Buildings North America Inc. Material Specifications

DlNGS

MS-05-01

Number: Title:

0312912011

Issued Date:

Rev #:

5

Cold Form Parts Panels and Trims -

Prepared By:

Al Harrold I Susan Piburn

Approved By:

j

Richard Ley I Skip Hyder

A. PRODUCT END USE

Galvalume and galvanized steel sheets in coil or cut lengths covered by this specification are intended for use in manufacture of roll formed roof and wall panel coverings and miscellaneous roll formed and press break trims, flashing, and flat stock. B. MECHANICAL PROPERTIES SUMMARY

Grade of steel varies by panel type. See Design Procedures (DP) Sections shown below and Table 1 for details. • • • •

DP DP DP DP

Section Section Section Section

Table I

—

22 for Butler panels 23 for HCI panels 24 for Liberty panels 25 for Varco Pruden panels

Permissible ASTM Types & Grades

ASTM Specification

Yield

Tensile

Strength F

Strength F

ksi [MPa]

ksi [MPa]

SS 80 Class 1 or Class 2

80 [550]

82 [550]

HSLAS 80

80 [550]

90 [620]

10% 2”

HSLAS-F 80

80 [550]

90 [620]

12% 2”

80 Class I or Class 2

80 [550]

82 [570]

SS 50 Class 1

50 [3401

65 [450]

12% 2”

1

50 [340]

70 [480]

12% 2”

1

50 Class 1

50 [340]

65 [450]

12% 2”

1

50 Class 4

50 [340]

60 [410]

12% 2”

1

Grade

2 Elongation

Grade 80

A653

(Galvanized)

A792 (Galvalume)

—

-

-

Grade 50 A653 (Galvanized) A792 (Galvalume)

SS 50 Class 3

-

-

-

-

-

Notes: 1. MR-24 panels have a 20% elongation requirement. 2. Equivalent metric elongation gage length is 50 mm. 3. A792 Grade 50 Class 4 is for MR-24 coils only.

Page 1 of 5

WINGS

N umber: Title: Prepared By:

BlueScope Buildings North America Inc. Material Specifications MS-05-O1

Issued Date:

Rev #:

Cold Form Parts Panels and Trims -

Al Harrold I Susan Piburn

Approved By:

C. RAW MATERIAL SPECIFICATIONS

-

Richard Ley I Skip Hyder

PURCHASE ORDER LANGUAGE

(Note, coil is available in either “mill edge” or “cut edge” ordered for each raw material.

Cl.

0312912011

The P0 description should specify which is being

Galvanized —80 ksi GALVANIZED STEEL SHEET, COIL, MILL or CUT EDGE, NO OIL ASTM A653-09 SS GRADE 80 CLASS I OR CLASS 2; HSLAS GRADE 80; OR HSLAS-F GRADE 80; (Select one option based on panel type:) (28 ga. Mod 36) G60 COATING; PAINTED (All other panels) G90 COATING; PAINTED MTR SHALL IDENTIFY ASTM DESIGNATION, GRADE, AND CLASS MTR SHALL IDENTIFY COUNTRY OF ORIGIN PHYSICAL AND CHEMICAL TEST REPORTS REQUIRED ON TRUCK

C2.

Galvanized —50 ksi (MR-24 panels only)

GALVANIZED STEEL SHEET, COIL, MILL or CUT EDGE, NO OIL ASTM A653-09 SS GRADE 50 CLASS I OR CLASS 3; G90 COATING; PAINTED EXCEPTIONS: 20% MIN ELONGATION IN 2” COIL CAMBER MAX: 1/16” PER 5’ OF LENGTH NOT TO EXCEED ¼” IN ANY 40’ LENGTH MTR SHALL IDENTIFY ASTM DESIGNATION, GRADE, AND CLASS MTR SHALL IDENTIFY COUNTRY OF ORIGIN PHYSICAL AND CHEMICAL TEST REPORTS REQUIRED ON TRUCK

C3.

Galvanized —50 ksi (All other usage)

GALVANIZED STEEL SHEET, COIL, MILL or CUT EDGE, NO OIL ASTM A653-09 SS GRADE 50 CLASS I OR CLASS 3; G90 COATING; PAINTED MTR SHALL IDENTIFY ASTM DESIGNATION, GRADE, AND CLASS MTR SHALL IDENTIFY COUNTRY OF ORIGIN PHYSICAL AND CHEMICAL TEST REPORTS REQUIRED ON TRUCK

C4.

Galvalume (Aluminum-Zinc)

—

80 ksi (Acrylic or Painted)

ALUMINUM-ZINC COATED STEEL SHEET, COIL, MILL or CUT EDGE, NO OIL ASTM A792-09 GRADE 80 CLASS 1 OR CLASS 2; (Select one option based on finish desired:) (Acrylic, unpainted) AZ55 COATING; ACRYLIC (Painted) AZ5O COATING; PAINTED MTR SHALL IDENTIFY ASTM DESIGNATION, GRADE, AND CLASS MTR SHALL IDENTIFY COUNTRY OF ORIGIN PHYSICAL AND CHEMICAL TEST REPORTS REQUIRED ON TRUCK

Page 2 of 5

BiuSw tflLPINGS

Number: Title: Prepared By:

C5.

BlueScope Buildings North America Inc. Material Specifications MS-05-01

Issued Date:

0312912011

5

Cold Form Parts Panels and Trims -

Al Harrold I Susan Piburn

Approved By:

Richard Ley I Skip Hyder

Galvalume (Aluminum-Zinc) —50 ksi (Acrylic) (MR-24 panels only) ALUMINUM-ZINC COATED STEEL SHEET, COIL, MILL or CUT EDGE, NO OIL ASTM A792-09 GRADE 50 CLASS 1 OR CLASS 4; AZ55 COATING; ACRYLIC EXCEPTIONS: 20% MIN ELONGATION IN 2” COIL CAMBER MAX: 1/16” PER 5’ OF LENGTH NOT TO EXCEED MTR SHALL IDENTIFY ASTM DESIGNATION, GRADE, AND CLASS MTR SHALL IDENTIFY COUNTRY OF ORIGIN PHYSICAL AND CHEMICAL TEST REPORTS REQUIRED ON TRUCK

C6.

Rev#:

%“

IN ANY 40’ LENGTH

Galvalume (Aluminum-Zinc) —50 ksi (Acrylic or Painted) (All other usage) ALUMINUM-ZINC COATED STEEL SHEET, COIL, MILL or CUT EDGE, NO OIL ASTM A792-09 GRADE 50 CLASS 1; (Select one option based on finish desired:) (Acrylic, unpainted) AZ55 COATING; ACRYLIC (Painted) AZ5O COATING; PAINTED MTR SHALL IDENTIFY ASTM DESIGNATION AND GRADE MTR SHALL IDENTIFY COUNTRY OF ORIGIN PHYSICAL AND CHEMICAL TEST REPORTS REQUIRED ON TRUCK

C7.

Acrylic Coating See MS-08-08 for P0 description requirements.

C8.

Paint See MS-08-03 (PVDF finish), MS-08-05 (Metta Mette for Texture-Cote), and MS-08-07 (Interior Polyester) as appropriate for P0 description requirements.

Page 3 of 5

BlueScope Buildings North America Inc. Material Specifications

wi$wi WJPDINGS

Number: Title: Prepared By:

I

MS-05-01

Issued Date:

ERDEO’S

0312912011

Rev #:

Cold Form Parts Panels and Trims -

Al Harrold I Susan Piburn

Approved By:

Richard Ley I Skip Hyder

D. STEEL THICKNESSES & WEIGHTS Thickness and weight in Table 2 is common for all BBNA companies unless noted otherwise in brand specific information.

TABLE 2

—

Base Metal (Nominal) & Minimum Thicknesses & Weights (all Brands)

AISI Gauge

Design Base Metal T (in)

Minimum Base Metal T (in)

28

0.014

0.01 33

Minimum Receiving Thickness 1,3 (in)

Coating I Finish AZ5OIG6O Painted AZ55 Plain AZ5O/G90 Painted AZ55 Plain AZ5OIG9O Painted AZ55 Plain AZ5O/G90 Painted AZ55 Plain -

-

-

26

0.018

0.0171

-

-

24

0.023

0.0218

-

-

22

0.029

0.0275

-

Order Thickness (in)

2

4 Nominal Coil Wei ht 9 Lb I f

0.015

0.015

0.6029

0.015

0.015

0.6029

0.020

0.019

0.7663

0.019

0.019

0.7694

0.025

0.023

0.9704

0.023

0.023

0.9735

0.030

0.029

1.21 54

0.029

0.029

1.2185

Notes: 1. Mm. receiving thicknesses shown include all coatings and paint as applicable. 2. Order thicknesses are specified as minimum thickness and include an allowance for the galvanized and galvalume coatings. Paint thickness is NOT included in the order thickness. 3. The following allowances have been made for the coatings: AZ5O 0.50 oz./W = 0.0016” AZ55 0.55 oz./ft 2 = 0.0018” G60 0.60 oz./ft 2 = 0.0010” (ref only for thickness caics, AZ5O ‘t’ was used due to interchangeability) G90 0.90 oz./ft 2 = 0.0015” (ref only for thickness caics, AZ5O ‘t’ was used due to interchangeability) Paint (28 Ga) = 0.0012” (0.1 mils top primer, 0.1 mils back primer, 0.6 mils topcoat, 0.4 mils back topcoat) Paint (26 Ga thru 22 ga) = 0.0014” (0.2 mils top primer, 0.1 mils back primer, 0.7 mils topcoat, 0.4 mils back topcoat) 4. Weights are calculated assuming design base metal T (490 lb/ft ) plus coating weight (AZ5O or AZ55) as 3 given above. AZ5O and G90/G60 coatings are considered interchangeable and are calculated assuming *250 coating weight for nominal weight values. Ex. 26 Ga x 43.25” painted coil Wt = (43.25”/12) x 0.7663 = 2.762 lb/LF. 5. All Plain (unpainted) finish panels will include an acrylic topcoat. The acrylic is of negligible thickness. —

—

Page 4 of 5

e. nLuL5co1

BlueScope Buildings North America Inc. Material Specifications

rWII DINGS

Number: Title: Prepared By:

I

MS-05-01

Issued Date:

Cold Form Parts

-

0312912011

zERODcTS Rev#:

5

Panels and Trims

Al Harrold I Susan Piburn

Approved By:

Richard Ley I Skip Hyder

Document Revision History REV. # 0 1

DATE

NAME

08/0112009

A.Harrold

Original document

04/15/2010

S. Hyder

Added P0 fomiat. Removed old Butler 10,000 series spec language.

2

08/10/2010

A.Harrold

Renumbered document from MS-06 to MS-05-01 with no technical changes. Material that was previously in MS-05-01 is now ri a document numbered MS-04-02.

3 4

1110812010

Al Harrold

Added country of origin requirement to MTR.

01/26/2011

Al Harrold

Add metric values for yield and tensile limits.

5

3/29/2011

Al Harrold

Add A792 Grade 50 Class 4 as an acceptable material for MR-24 coils only. Technical approval provided by Dave Evers.

DESCRIPTION

Page 5of5

APPENDIX B

THE AMERICAN ASSOCIATION FOR LABORATORY ACCREDITATION

th 29

day of October 2007.

For the tests or types of tests to which this accreditation applies, please refer to the laboratory’s Mechanical Scope of Accreditation.

President For the Accreditation Council Certificate Number 2184.01 Valid to December 31, 2009

Presented this

V

This laboratory is accredited in accordance with the recognized Interna tional Standard ISO/IEC 17025:2005 General Requirements for the Competence of Testing and Calibration Labora tories. This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint ISO-ILAC-IAF oinmuniqué dated 18 June 2005).

for technical competence in the field of Mechanical Testing

Myers, FL

VALSPAR CORPORATION EXTERIOR EXPOSURE SITE Fort

A2LA has accredited

ACCREDITED LABORATORY

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4A

i

IFIL1U[]PL(O)P(O)N® Li (CERT][ JFI[JEID ]LA]B(O)RATORY T]BST ]RJBPORT SALT SPRAY

SALT SPRAY

TEST PROCEDURES:

SALT SPRAY- 2000 HOURS PER ASTM B 117, INCLUDING SCRIBE REQUIREMENT

PRODUCT TESTED:

VALSPAR FLUROPON COATING ON GALVALUME® SUBSTRATE

TESTS RESULTS:

.ACCEPTABLE

SCRIBE:

TEST RATING OF 7, 4MMCREEPAGE FROM SCRIBE PER ASTM D 1654, PROCEDURE A

FIELD:

TEST RATING OF 8, PER ASTM D 1654 PROCEDURE B (REF. ASTM D 714)

SAMPLE NUMBER:

433X5 15

LOCATION:

THE VALSPAR CORPORATION FT. MYERS, FL

The VALSPAR CORPORATION certifies these tests to be true and accurate and performed by our laboratory.

]FJUL][R(O)]P(O)N® C]ERTJ(F1[IBID LABORATORY TEST REPORT ACCELERATED WEATHERIENG

ACCELERATED WEATHERING

TEST PROCEDURES:

ACCELERATED WEATHERING 5000 HOURS PER ASTM D 4587 CONDITION B OR ASTM G 53, METHOD 1 OR METHOD 2, TYPE ER APPARATUS OR ASTM G 154

PRODUCT TESTED:

VALSPAR FLUROPON COATING

TESTS RESULTS:

ACCEPTABLE

FILM INTEGRITY:

NO CRACKING, PEELING, BLISTERING, LOSS OF ADHESION OF THE PROTECTIVE COATING, OR CORROSION OF THE BASE METAL

CHALKING:

CHALK RATING OF 8 OR BETTER PER ASTM D 4214, METHOD A (ASTM D 659)

COLOR CHANGE:

LESS THAN 2AE HUNTER UNITS PER ASTM D 2244

SAMPLE NUMBER:

433B1 73

LOCATION:

THE VALSPAR CORPORATION FT. MYERS, FL

The VALSPAR CORPORATION certifies these tests to be true and accurate and performed by our laboratory.

FLUROPON® N

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PHYSICAL AND PERFORMANCE PROPERtIESV Specular Gloss at 60° ASTM.D 523” Pencil Hardness ASTM D 3363 T-Bend ASTM D 4145 Cross Hatch Adhesion ASTM D 3359

Typical: 20-35 HB to 2H .OT to 3T, No loss of adhesion No loss of adhesion I—IDG or Galvalume: 3x metal thickness inch-pounds, No loss oadhesion Aluminum: 1.5x metal thickness inch-pounds, No loss of adhesion

Reverse Impact ASTM D 2794 Humidity Resistance 100% RH 2,000 Hours ASTM D 2247 100% RH 3,000 Hours ASTM 0 2247 Salt Spray Resistance 1,000 hours ASTM B 117

HOG or Galvalume: no field blisters Aluminum: no field blisters HDG or Galvalurne: creep from scribe no more than 1u16 (2mm), no blisters Aluminum: no creep from scribe, no blisters

3,000 hours ASTM B 11.7 South Florida Exposure ASTM D 2244 ASTM D 4214

Color: No more than 5t Hunter units at 20 years Chalk: Rating no less than 8 at 20 years Film integrity: 25 years Class A coating No loss of adhesion Color change: : NOV more than 5A Hunter units Chalk: Rating no less than 8

Flame Test ASTM E 84 Water Immersion 500° Hours 100 F ASTM D 870 V

‘;

V

V

V

Dew Cycle Weatherometer 1000 Hrs ASTM D 3361

V

V

Abrasion Resistance ASTM D 968, Method A

65 ± 10 liters

APPLICATIOt’ CHARACTERIST(CS<>

: Reverse roll coat I-IDG Steel, Aluminun. or Galvalume 0.9 to 1.1 mils 0.2 to 0.3 mils 0.7 to 0.8 mils 25 to 35 seconds

Application Method Substrate Total Dry Film Thickness: ASTM D4138 Primer: PMYO3O2 Color coat Viscosity ASTM D 4212 (VNumber4 Zahn Cup) Weight per Gallon ASTM D 1475 Solids by Volume ASTM D 2697 Solids by Weight ASTM D 2369 Reducing Thinner VOC (Theoretical) ASTM D 3960 Clean-Up Solvent Peak Metal Temperature Flash Point ASTM 0 3278 Contains Lubricant MEK Double Rubs ASTM D 5402

V

VV

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.

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10.0 to 12.0 pounds per gallon t41 42% 52 to 56% (4) Glycol Ether Acetate or lsophororte

VV36to

V

.

V

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4.4 to 4.8 pounds per gallon t41 Aromatic Ketone:blend

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V

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1

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460°F to 490°F 83°F Yes 100 Plus V

V

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V

V

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V

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(1) All substrates must be property pretreated. (2) American Society for Testing and Materials. (3) Fluropon is not designed to bridge cracks in the

substrate. Due to variability of heavy gauge and HDG metal, some fracturing or rupturing of the substrate is possible with subsequent rupturing of the coatings. (4) Varies by color. For details on health, safety and handling information, Material Safety Data sheets are available at www.paintandcolor.com.

For more information, visit www.paintandcolor.com or contact the Vaispar Coil Coatings Division:

901 701 645 838

North Greenwood Avenue• Kankakee IL 60901 FAX 815-936-7811 TELEPHONE 888.306.2645 or 815.936.7813 S. Shiloh Road GarIand TX 75042 USA• FAX 972.487.7245 TELEPHONE 800.406.6480 or 972.487.7217 Coronation Drive• West Hill, Ontario M1E 4R6 Canada• FAX 416. 284.6549 •TELEPHONE 416. 284.1681 JiaXin Road•Jiadinq District.Shanqhai 201818 China• FAX: 86.21.5990.1940 TELEPHONE 86.21.5990.1345.106

www.paintandcolor.com

VAL#3 120715 © The Vaispar Corporation All Rights Reserved

FLUROPON®

7alspur END USES For exterior use on monumental high-rise structures and pre-engineered buildings including roofing systems, wall panels, column covers and brake metaL

Fluropon® coatings premium are fluoropolymer coatings containing 70% Kynar 500® or Hylar 5000® proprietary resins. Fluropon coatings are field-proven, high performance exterior quality finishes, They provide outstanding resistance to ultraviolet radiation resulting in exceptional color retention, resistance to chalking and chemical degradation. All exterior components of aluminum, HDG steel or Galvalume® that will lend themselves to a factory-applied finish can be coated with Fluropon. Fluropon coatings are applied to long-life exterior products such as pre engineered -

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Li

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building panels, residential and architectural roofing, louvers, fascia, spandrel paneling and column covers. The excellent adhesion and flexibility properties of Fluropon provide superior post forming performance to enhance the coated products appearance for years to come. Fluropon is available in a wide variety of color hues including standard and custom earth tones, pastels and restoration colors. It is also available in an energy efficient, solar reflective formulation, Fluropon SR coatings. (For pearlescent, metallic, or bright options, read Fluropon Classic® II, Fluropon Classic®, and Fluropon® Premiere.)

TO SPECIFY, WRITE: Factory applied, baked-on 70% Kynar 500 or Hylar 5000 PVDF fluoropolymer resin based Fluropon paint coating as manufactured by Vaispar.

The data on this sheet represent typical values. Since application variables are a major fbctor in product performance, this information should

serve only as a general guide. Vaispar assumes no obligation or liability for use of this information. UNLESS VALSPAR AGREES OTHERWISE IN WRITING, VALSPAR MAKES NOWARRANTIES, EXPRESS OR IMPLIED, AND DISCLAIMS ALL IMPLIED WARRANTIES INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR FREEDOM FROM PATENT INFRINGEMENT. VALSPAR WILL NOT BE LIABLE FOR ANY SPECIAL, INCIDENTAL OR CONSE QUENTIAL DAjIIAGES. Your only remedy for any defect in this product is the replacement of the defective product, or a refund of its purchase price at our option.