8534 Yankee Street, Suite 2B Dayton, Ohio 45458-1889 (937) 435-8584 www.cesoinc.com

Project Narrative

The subject site is located at the NE corner of I-71 & S.R. 665, to the West of the parcel containing the Arby’s restaurant located at 2986 London Groveport Road, Grove City, Franklin County OH. The parcel does not yet have an address for the facility but will be given a Meadow Pond Court address. The parcel is Part of V.M.S. survey #1434 Part of Lot 2B of Gateway Business Park, Re-subdivision of Lot #2 that contains 0.698 acres. The site is presently undeveloped with a zoning classification of PUD-C. Currently there are no access drives to either adjacent road but the proposed access drive will be to the north of the site and connect to the south side of Meadow Pond Court.

The proposed user of this site will be Valvoline Instant Oil Change which was established in 1986, and is the second largest quick lube change in the United States. Valvoline Instant Oil Change has over 1,100 locations in 45 states. The proposed improvements include 2 service bays, a dumpster enclosure and associated pavement and parking improvements that will support the site. Valvoline prides themselves as being a socially responsible partner within the community in which they live and work. They demonstrate this commitment by creating and maintaining sustainable environments and businesses by: Minimal impact on the environment

• 100% of materials generated from primary services are recycled • No underground tanks

• No exhaust, or paint services • Minimal water and power usage

Positive impact on surrounding communities

• Low traffic volume generator-No contributor to congestion • Minimal parking requirements

• Typical business hours are 8am-7pm • No overnight vehicles

• Limited delivery schedule, No tractor trailers

• Professionally maintained and landscaped Valvoline Instant Oil Change also takes pride in giving their employees real careers that feature in-depth training and opportunities for advancement. They have very low turnover and create teams that are very passionate about providing quality, trusted services to every customer, every visit.

3

Sign Paint Colors

Monument Signage

Logo Wall Sign

77.5 SF

Logo Wall Sign

62.5 SF

Wall Signs Structural Schematic

Bay Indicators

Merchandise Signs

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S 83° 39' 23" E126.41'

N 6° 2

0' 36

" E24

1.69'

S 6° 4

0' 50

" W24

2.01'

PROPOSED REMAINDER

PARCEL

PART OF LOT 2B OF THE GATEWAY

BUSINESS PARK SUBDIVISION

PLAT BOOK 107, PAGE 8

MEADOW POND PARTNERS LLC.

IN 201611160158223

PART OF PARCEL 040-013250

OURS S LTD.

IN 199911300296314

LOT 2

GATEWAY BUSINESS PARK

PLAT BOOK 86, PAGE 4

OHL

OHL

OHL

OHL

OHL

OHL

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OHL

OHL

OHL

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10' UTILITY EASEMENTPB 107, PAGE 8

10.00

'

100' ELECTRIC EASEMENTCOLUMBUS AND SOUTHERN OHIOELECTRIC COMPANYDB 1715, PAGE 290

100.00'

15.00

'

15' ELECTRIC EASEMENTAEPIN 201102010016625

COLUMBUS AND SOUTHERN OHIOELECTRIC EASEMENT

IN 200705230089980

20' NATURAL GAS EASEMENTCOLUMBIA GASIN 201008310112377

20.00

'

15' SANITARY SEWER EASEMENTPB 107, PAGE 8

15.00'

10.00'

CROSS LANDSCAPINGEASEMENT ANDCONSTRUCTIONAGREEMENT, IN

199911300296316

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

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STM

N 83° 30' 42" W124.99'

INV 18" CPP = 829.57'

EX. CBT/G = 832.16'INV24" CPP ( N) = 829.26'INV24" CPP (S) = 829.21'INV 18" CPP (W) = 829.46'

SANSAN

EX. DRAINAGE MHRIM = 833.29INV24" CPP ( N,W) = 829.39'

EX. DRAINAGE MHRIM = 833.08'INV24" CPP ( N,W) = 828.43'

EX. SAN MH(FORCE MAIN)RIM = 832.16'INV 6" PVC(N,E) = 823.02'

(R - N83°31'49"W)

(R - S83°40'31"E)

(R - N06°19'29"E)

(R - S06°39'43"W)

SITE BENCHMARK

SET 5/8" X 30" REBAR WITH CAP

STAMPED "CESO"

FOUND 5/8" IRON PIN AND CAP

STAMPED "IBI GROUP"

FOUND 3/4" IRON PIPE AND CAP

STAMPED "EMHT"

BOUNDARY LINE

ADJOINER LINE

CENTERLINE

22.56

'

25' SANITARY SEWER EASEMENTIN. 20122230025616

25.00'

PARCEL 9 - SL2SLOPE EASEMENTIN 201202230025616

N 83° 30' 42" W204.00'

N 6° 4

0' 50

" E70

.07'

N. M

EA

DO

W

S D

RIV

E

N 6° 4

0' 50

" E70

.07'

N 6° 4

0' 50

" E70

.07'

(R - N06°38'33"E)

(R - N83°31'49"W)

SITUATED IN THE STATE OF OHIO, COUNTY OF FRANKLIN, CITY OF GROVE CITY, VIRGINIA MILITARY SURVEY NO.

1434, AND BEING 0.698 ACRE OF THAT 1.907 ACRE TRACT OF LAND AS DESCRIBED IN A DEED TO MEADOW POND

PARTNERS LLC OF RECORD IN INSTRUMENT NO. 201611160158223, ALSO BEING PART OF LOT 2B AS SHOWN AND

DELINEATED UPON THE PLAT "GATEWAY BUSINESS PARK RE-SUBDIVISION OF LOT 2, DEDICATION OF MEADOW POND

COURT AND EASEMENTS" A SUBDIVISION OF RECORD IN PLAT BOOK I07, PAGE 8, ALL REFERENCES TO RECORDS

HEREIN ARE THOSE LOCATED IN THE RECORDER'S OFFICE OF FRANKLIN COUNTY, OHIO, AND BEING MORE

PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING FOR REFERENCE AT I" REBAR FOUND IN A MONUMENT BOX LOCATED AT THE CENTERLINE INTERSECTION

OF LONDON-GROVEPORT ROAD (S.R. 665) (WIDTH VARIES) AND NORTH MEADOWS DRIVE (WIDTH VARIES); THENCE

NORTH 06° 40' 50" EAST, ALONG THE CENTERLINE OF NORTH MEADOWS DRIVE A DISTANCE OF70.07 FEET TO A

POINT BEING AT THE INTERSECTION OF THE EASTERLY EXTENSION OF THE NORTHERLY RIGHT-OF- WAY LINE OF

LONDON GROVEPORT ROAD WITH SAID CENTERLINE; THENCE NORTH 83° 31' 49" WEST ALONG SAID EXTENSION, THE

NORTHERLY RIGHT-OF-WAY LINE OF LONDON GROVEPORT ROAD, THE NORTHERLY LINE OF THAT 0.088 ACRE TRACT

DESCRIBED AS PARCEL 6-WD, IN A DEED TO THE CITY OF GROVE CITY, OF RECORD IN INSTRUMENT NO.

200704060059951,THE SOUTH LINE OF LOT 2, AS SH.OWN AND DELINEATED UPON THE PLAT "GATEWAY BUSINESS

PARK'' A SUBDIVISION OF RECORD IN PLAT BOOK 86, PAGE 4, AND THE SOUTHERLY LINE OF THAT 1.066 ACRE

TRACT AS DESCRIBED IN A DEED TO OUR S. LTD, OF RECORD IN INSTN:UNENT NO. 199911300296314, A

DISTANCE OF204.00 FEET TO AN IRON PIN FOUND CAPPED "EMH&T'' LOCATED AT THE SOUTHEASTERLY COMER OF

SAID LOT 2B, THE NORTHWESTERLY CORNER OF SAID PARCEL 6-WD, THE SOUTHERLY CORNER OF SAID 1.907 ACRE

TRACT AND THE NORTHEASTERLY CORNER OF THAT 0.495 ACRE TRACT DESCRIBED AS PARCEL 9 IN A

DEED TO THE STATE OF OHIO OF RECORD IN INSTRUMENT NO. 201407230094843 AT THE TRUE PLACE OF

BEGINNING;

THENCE NORTH 83° 31' 49" WEST, CONTINUING ALONG SAID NORTHERLY RIGHT OF WAY LINE, THE NORTH LINE OF

SAID PARCEL 9-WL2, THE SOUTH LINE OF LOT 2B AND THE SOUTHERLY LINE OF SAID 1.907 ACRE TRACT, A

DISTANCE 124.99 FEET TO AN IRON PIN SET;

THENCE NORTH 06°19'29" EAST, THROUGH SAID 1.907 ACRE TRACT WITH A NEW DIVISION LINE, A DISTANCE OF

241.69 FEET TO AN IRON PIN SET IN THE SOUTHERLY RIGHT-OF WAY LINE OF MEADOW POND COURT (WIDTH

VARIES);

THENCE SOUTH 83° 40' 31" EAST, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 126.41 FEET TO AN

IRON PIN SET AT THE NORTHEASTERLY CORNER OF SAID 1.907 ACRE TRACT, THE NORTHEASTERLY CORNER OF

SAID LOT 2B AN IN THE WESTERLY LINE OF SAID 1.066 ACRE TRACT;

THENCE SOUTH 06° 39' 43'' WEST, ALONG THE EASTERLY LINE OF SAID LOT 2B AND THE WESTERLY LINE OF SAID

1.066 ACRE TRACT, A DISTANCE OF 242.0L FEET TO THE TRUE PLACE OF BEGINNING; CONTAINING 0.698 ACRE OF

LAND.

BEARINGS HEREIN ARE BASED ON NORTH 83°31'49" WEST A NORTHERLY RIGHT-OF-WAY LINE OF LONDON­

GROVEPORT ROAD AS REFERENCED IN INSTRUMENT NO. 201611160158223

IRON PINS SET CONSIST OF A 5/8 INCH REBAR, 30 INCHES LONG WITH AN ORANGE PLASTIC CAP STAMPED "IBI

GROUP, S-6872/S-7740".

THIS DESCRIPTION WAS PREPARED BY IBI GROUP SURVEY, WESTERVILLE, OHIO, AND IS BASED ON AN ACTUAL

FIELD SURVEY OF THE PREMISES PERFORMED IN JANUARY 2016

REVISIONS

NO. DATE DESCRIPTION

1 6/20/2017 COMMENTS

W:\PROJECTS\VALVOLINE\753824-GROVE CITY, OH\04-SURVEY\PLAN\753824 GROVE CITY VALVOLINE\753824 GROVE CITY VALVOLINE.DWG - 6/22/2017 4:54 PM

OF

CHECKED:

DRAWN:

DESIGN:

SHEET NO.:

JOB NO.:

SCALE: DATE:

ALTA/NSPS LAND TITLE SURVEY

VALVOLINE INSTANT OIL CHANGE

2986 LONDON GROVEPORT RD

CITY OF GROVE CITY

VMS SURVEY #1434

FRANKLIN COUNTY, OHIO

1" = 20' 04-11-17

JBA

N/A

JKH

753824

1 1

PROPOSED PARCEL LEGAL DESCRIPTION

VALVOLINE INSTANT

OIL CHANGE

3499 BLAZER PARKWAY

LEXINGTON, KY 40509

CESO, INC.

8164 EXECUTIVE COURT

SUITE B

LANSING, MI 48917

(517) 622-3000

MEADOW POND PARTNERS

150 E. BROAD STREET

SUITE 350

COLUMBUS, OH 43215

OWNER:

DEVELOPER:

SURVEYOR:

1. NORTH AND BEARING SYSTEM BASED UPON NAD 83,(11) AND FURTHER BASED UPON GPS

OBSERVATIONS PERFORMED BY CESO INC. IN APRIL OF 2017, USING A TOPCON GRS1

RECEIVER AND THE ODOT CORS V.R.S. NETWORK.

VERTICAL DATUM BASED ON NAVD 88 (12B) BASED UPON GPS OBSERVATIONS PERFORMED BY

CESO INC. IN APRIL OF 2017, USING A TOPCON GRS1 RECEIVER AND THE ODOT CORS

NETWORK.

2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. ALL INFORMATION

REGARDING RECORD EASEMENTS, AND OTHER DOCUMENTS THAT MIGHT AFFECT THE QUALITY

OF TITLE TO THE PARCEL SHOWN HEREON WE OBTAINED THROUGH A CERTIFIED TITLE

COMMITMENT CONDUCTED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, COMMITMENT

NCS NUMBER 6248757 17-55092, ISSUED 03-10-2017, WITH AN EFFECTIVE DATE OF FEB. 24, 2017.

AT 6:59AM

3. ALL UNDERGROUND UTILITIES ARE SHOWN TO THE BEST OF OUR KNOWLEDGE AND ARE BASED

ON LOCATIONS TAKEN FROM OBSERVED EVIDENCE. NO CERTIFICATION IS MADE OR IMPLIED

THAT THE UTILITIES SHOWN ARE CORRECT OR THAT ALL UNDERGROUND UTILITIES ARE

SHOWN.

4. ALL DATA SOURCES, DOCUMENTS AND RECORDS SHOWN HEREON ARE ON FILE IN THE

FRANKLIN COUNTY RECORDER'S OFFICE LOCATED IN COLUMBUS, OH.

5. ALL MONUMENTATION SHOWN HEREON IS IN GOOD CONDITION UNLESS OTHERWISE NOTED.

6. THE SUBJECT PARCEL CAN BE ACCESSED ALONG MEADOW POND COURT

7. EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING

ADDITIONS AT THE TIME OF SURVEY ARE AS SHOWN HEREON.

8. THE SURVEYOR WAS NOT MADE AWARE OF ANY PROPOSED CHANGES IN STREET

RIGHT-OF-WAY LINES AT THE TIME OF SURVEY.

9. THERE WAS NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION AT THE TIME OF

SURVEY.

10. THERE ARE CURRENTLY NO BUILDINGS ON THE SUBJECT PARCEL.

11. GENERAL SURFACE WATER RUNOFF IS AS SHOWN HEREON.

12. THIS IS NOT A RECORDABLE DOCUMENT FOR TRANSFER OF TITLE.

13. ACCORDING TO FEMA FLOOD MAP SERVICE CENTER, THE SUBJECT PROPERTY LIES WITHIN AN

AREA WHERE THERE IS NO FLOOD MAP PRINTED. IT DOES NOT APPEAR THAT THE SUBJECT

PROPERTY LIES WITHIN ANY SPECIAL FLOOD HAZARD AREA.

14. CENTER OF SITE LOCATION: LAT 39°50'26" N, LONG 83°05'10"W

15. THERE CURRENTLY EXIST 0 PARKING SPACES ON THE SUBJECT PARCEL.

16. THE SUBJECT PARCEL IS CURRENTLY ZONED PUD-C (PLANNED UNIT DEVELOPMENT -

COMMERCIAL) AND IS SUBJECT TO THE DESIGN STANDARDS OF THE APPROVED PUD.

17. THIS SURVEY MEETS OR EXCEEDS THE STATE OF OHIOSTANDARDS FOR BOUNDARY SURVEYS

PER OAC 4733-37.

SURVEYOR'S NOTES

TO VALVOLINE INSTANT OIL CHANGE, FIDELITY NATIONAL TITLE INSURANCE COMPANY IT'S

SUCCESSORS AND/OR ASSIGNS AS THEIR RESPECTIVE INTEREST MAY APPEAR.

THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED

WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS

FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND

NSPS, AND INCLUDES ITEMS 1-5, 7(a)(b), 8-9, 11, 13-14, 16-17, 19 AND 21 OF TABLE A

THEREOF. THE FIELD WORK WAS COMPLETED IN APRIL OF 2017.

DATE OF PLAT OR MAP: APRIL 11,, 2017

SIGNED DATE .

J. BRYANT ABT

OH P.S. # S-8593

ABT@CESOINC.COM

SURVEYOR'S CERTIFICATION:

SCHEDULE B - SECTION 2 EXCEPTIONS

THIS ALTA/NSPS SURVEY IS EXECUTED HEREON PER TITLE COMMITMENT PROVIDED BY FIDELITY NATIONAL TITLE

INSURANCE COMPANY, FOR THE PROPOSED INSURED VALVOLINE LLC,

THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING UNLESS THE SAME ARE

DISPOSED OF TO THE SATISFACTION OF THE COMPANY, COMMITMENT NCS NO. 6248757,

EFFECTIVE DATE: FEBRUARY 24, 2017. AT 6:59 M

THE FOLLOWING IS AN EXCERPT OF SURVEY RELATED EXCEPTIONS AS TO SCHEDULE B - II:

10. BUILDING SET-BACKS, EASEMENTS, RESTRICTIONS, COVENANTS, LIMITATIONS, AND/OR OTHER

CONDITIONS AS SHOWN ON PLAT FILED FOR RECORD MARCH 3, 1997, IN PLAT BOOK 86, PAGE 4, OF

THE FRANKLIN COUNTY, OHIO RECORDS.SUBJECT TO - AS SHOWN HEREON.

11. BUILDING SET-BACKS, EASEMENTS, RESTRICTIONS, COVENANTS, LIMITATIONS, AND/OR OTHER

CONDITIONS AS SHOWN ON PLAT FILED FOR RECORD JUNE 20, 2005, IN PLAT BOOK 107, PAGE 8, OF

THE FRANKLIN COUNTY, OHIO RECORDS. SUBJECT TO - AS SHOWN HEREON

12. EASEMENT TO COLUMBUS AND SOUTHERN OHIO ELECTRIC COMPANY, FILED FOR RECORD OCTOBER 26,

1938, IN VOLUME 1079, PAGE 319, OF THE FRANKLIN COUNTY, OHIO RECORDS. NOT SUBJECT TO

13. EASEMENT TO COLUMBUS AND SOUTHERN OHIO ELECTRIC COMPANY, FILED FOR RECORD NOVEMBER

25, 1952, IN VOLUME 1715, PAGE 290, OF THE FRANKLIN COUNTY, OHIO RECORDS

SUBJECT TO - AS SHOWN HEREON

14. EASEMENT TO COLUMBUS AND SOUTHERN OHIO ELECTRIC COMPANY, FILED FOR RECORD AUGUST 8,

1966, IN VOLUME 2752, PAGE 527, OF THE FRANKLIN COUNTY, OHIO RECORDS. NOT SUBJECT TO

15. RIGHT-OF-WAY TO COLUMBIA GAS OF OHIO, INC., FILED FOR RECORD AUGUST 25, 1986, IN OFFICIAL

RECORD 07993J08 OF THE FRANKLIN COUNTY, OHIO RECORDS. NOT SUBJECT TO

16. EASEMENT TO COLUMBIA GAS OF OHIO, INC., FILED FOR RECORD FEBRUARY 4, 1997, IN OFFICIAL

RECORD 34215C18, OF THE FRANKLIN COUNTY, OHIO RECORDS. NOT SUBJECT TO

17. EASEMENT TO THE OHIO BELL TELEPHONE COMPANY, FILED FOR RECORD FEBRUARY 14, 1997, IN

OFFICIAL RECORD 34301B10, OF THE FRANKLIN COUNTY, OHIO RECORDS. NOT SUBJECT TO

18. EASEMENT & RIGHT-OF-WAY TO COLUMBUS SOUTHERN POWER COMPANY, FILED FOR RECORD

FEBRUARY 18, 1997, IN OFFICIAL RECORD 34310F16, OF THE FRANKLIN COUNTY RECORDS.

NOT SUBJECT TO

19. DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS, FOR GATEWAY BUSINESS

PARK, GROVE CITY, FRANKLIN COUNTY, OHIO, FILED FOR RECORD NOVEMBER 6, 1997 IN

INSTRUMENT NO. 199711060138178, OF THE FRANKLIN COUNTY RECORDS.

AFORESAID DOCUMENT INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:

A) APPROVAL RIGHTS; WRITTEN CONSENT

B) MAINTENANCE EXPENSE

C) RIGHT TO REPURCHASE.

CERTIFICATE AND APPROVAL BY IRONWOOD PROPERTIES II, LLC, AN OHIO LIMITED LIABILITY

COMPANY (FORMERLY KNOWN AS IRONWOOD PROPERTIES II, LTD., AN OHIO GENERAL PARTNERSHIP

(SELLER)TO AND FOR THE BENEFIT OF MEADOW POND PARTNERS LLC, AN OHIO LIMITED LIABILITY

COMPANY (PURCHASER), FILED FOR RECORD NOVEMBER 16, 2016 IN INSTRUMENT NO.

201611160158222, OF THE FRANKLIN COUNTY RECORDS. SUBJECT TO-NOT PLOTTABLE

20. CROSS-ACCESS EASEMENT AND MAINTENANCE AGREEMENT BY AND BETWEEN IRONWOOD

PROPERTIES II, LTD., AN OHIO LIMITED PARTNERSHIP AND OUR S., LTD., AN OHIO LIMITED LIABILITY

COMPANY, FILED FOR RECORD NOVEMBER 30, 1999 IN INSTRUMENT NO. 199911300286315, OF

THE FRANKLIN COUNTY RECORDS.

AFORESAID DOCUMENT INCLUDES BUT IT NOT LIMITED TO THE FOLLOWING:

A) MAINTENANCE AND COSTS OBLIGATIONS. NOT SUBJECT TO

21. CROSS-LANDSCAPING EASEMENT AND CONSTRUCTION AND MAINTENANCE AGREEMENT BY AND

BETWEEN IRONWOOD PROPERTIES II, LTD., AN OHIO LIMITED PARTNERSHIP AND OUR S., LTD., AN

OHIO LIMITED LIABILITY COMPANY, FILED FOR RECORD NOVEMBER 30, 1999 IN INSTRUMENT NO.

199911300296316, OF THE FRANKLIN COUNTY RECORDS.

AFORESAID DOCUMENT INCLUDES BUT IT NOT LIMITED TO THE FOLLOWING:

A) MAINTENANCE AND COSTS OBLIGATIONS. SUBJECT TO - AS SHOWN HEREON

22. EASEMENT FOR SIGNAGE, FILED FOR RECORD NOVEMBER 30, 1999, IN INSTRUMENT NO.

199911300296317, OF THE FRANKLIN COUNTY, OHIO RECORDS. NOT SUBJECT TO

23. RESERVATIONS, RESTRICTIONS, COVENANTS, LIMITATIONS, EASEMENTS, AND/OR CONDITIONS, AS

ESTABLISHED IN INSTRUMENT, FILED FOR RECORD JUNE 22, 2005, IN INSTRUMENT NO.

200506220121351, OF THE FRANKLIN COUNTY, OHIO RECORDS. SUBJECT TO - NOT A PLOTTABLE DOCUMENT.

24. EASEMENT AGREEMENT BY AND BETWEEN IRONWOOD PROPERTIES II, LTD., AN OHIO LIMITED

PARTNERSHIP AND MOUNT CARMEL HEALTH SYSTEM, AN OHIO NOT-FOR-PROFIT CORPORATION, FILED

FOR RECORD JUNE 22, 2005 IN INSTRUMENT NO. 200506220121352, OF THE FRANKLIN COUNTY

RECORDS. NOT SUBJECT TO

25. EASEMENT & RIGHT-OF-WAY TO COLUMBUS SOUTHERN POWER COMPANY, FILED FOR RECORD MAY

23, 2007, IN INSTRUMENT NO. 200705230089980, OF THE FRANKLIN COUNTY RECORDS.

SUBJECT TO - AS SHOWN HEREON

26. EASEMENT TO COLUMBIA GAS OF OHIO, INC., FILED FOR RECORD AUGUST 31, 2010, IN INSTRUMENT

NO. 201008310112377, OF THE FRANKLIN COUNTY, OHIO RECORDS.

SUBJECT TO - AS SHOWN HEREON

27. EASEMENT & RIGHT-OF-WAY TO COLUMBUS SOUTHERN POWER COMPANY, FILED FOR RECORD

FEBRUARY 1, 2011, IN INSTRUMENT NO. 201102010016625, OF THE FRANKLIN COUNTY RECORDS.

SUBJECT TO - AS SHOWN HEREON

28. EASEMENTS AND LIMITATIONS AS SHOWN IN JUDGMENT ENTRY ENTRY GRANTING A FEE SIMPLE

INTEREST TO THE CITY OF GROVE CITY, FILED FOR RECORD FEBRUARY 23, 2012 IN INSTRUMENT NO.

201202230025616, OF THE FRANKLIN COUNTY RECORDS. ADDITIONAL DOCUMENTION REQUIRED.

PRELIMINARY

2986 LONDON GROVEPORT ROAD

CITY OF GROVE CITY, FRANKLIN COUNTY, OHIO

PART OF V.M.S. SURVEY NUMBER 1434

PART OF LOT 2B OF GATEWAY BUSINESS PARK,

RE-SUBDIVISION OF LOT NO 2,

PB 107, PAGE 8

CONTAINING 0.698 ACRES

ALTA/NSPS LAND TITLE SURVEY

NOT TO SCALE

VICINITY MAP:

BENCHMARK:

ARROW BOLT ON EXISTING FIRE HYDRANT LOCATED

12 FEET EAST OF EXISTING ELECTRIC BOX AND 2

FEET NORTH OF THE EXISTING BACK OF CURB OF

MEADOW POND COURT

ELEV = 834.89' (NAVD 88)

SITE BM

N

NAD 83(11)

BASED ON THE ODOT CORS

V.R.S. NETWORK

0

GRAPHIC SCALE (IN FEET)

20 20 40

SITE

MEADOW POND CT.

LONDON GROVEPORT RD.IN

TERS

TATE

71

N. M

EADO

W D

R.

10

11

11

13

21

25

26

27

11

~LEGEND~

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Outsulation System DS447

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This information conforms to the standard detail recommendations and specifications for the installation of Dryvit Systems, Inc. products as of the date of publication of this document and is presented in good faith. Dryvit Systems, Inc. assumes no liability, expressed or implied, as to the architecture, engineering or workmanship of any project. To ensure that you are using the latest, most complete information, contact Dryvit Systems, Inc.

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LOOK INSIDE THE OUTSULATION SYSTEM

STRUCTURAL FRAMING (by others) DRYVIT FINISH REINFORCING MESH EMBEDDED IN BASE COAT

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DETAIL MESH® BACK WRAPPED 2 in (50 MM) MIN.

© 2007 Brick Industry Association, Reston, Virginia Page 1 of 13

TECHNICAL NOTES on Brick Construction1850 Centennial Park Drive, Reston, Virginia 20191 | www.gobrick.com | 703-620-0010

9AOctober

2007

Specifications for and Classificationof BrickAbstract: This Technical Note describes the predominant-consensus standard specifications for brick and the various classifications used in each. Specific requirements — including physical properties, appearance features and coring — are described. Additional requirements for each brick specification also are covered.

Key Words: appearance, ASTM standards, brick, chippage, classification, CSA standard, dimensions, distortion, durability, exposure, grade, physical properties, specification, tolerances, type, use.

• Identify the appropriate brick specification for the intended use

• Specify each classification in the specification or verify that the default classification is valid

• Specify each required action of the purchaser and specifier

• Evaluate and specify any optional requirement• Use requirements in consensus-based specifications;

deviate from them only with consideration of effect on performance and cost

INTRODUCTIONBrick selection is made according to the specific application in which the brick will be used. Standards for brick cover specific uses of brick and classify the brick by performance characteristics. The performance criteria include strength, durability and aesthetic requirements. Selection of the proper specification and classification within that specification, along with proper design and construction, should result in expected performance.

ASTM International (ASTM) publishes the most widely accepted standards on brick. These standards are voluntary consensus standards that are reviewed and updated periodically to contain the most recent information. All have been through a thorough review process by a balanced committee of interested ASTM members classified as producers, users and general interest. All of the model building codes in the United States reference ASTM standards for brick.

Standards used in Canadian building codes are prepared by the Canadian Standards Association (CSA). The process used to prepare and revise CSA standards is similar to ASTM’s. The sole CSA standard for brick, A82 Fired Masonry Brick Made from Clay or Shale, is similar in content to the ASTM standards for face brick and hollow brick. It also includes test methods.

This Technical Note identifies the standards for brick and the specific requirements for its various classifications. Other Technical Notes in this series address the fundamentals of brick manufacturing and the proper selection of brick.

SUMMARY OF RECOMMENDATIONS:

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BRICK SPECIFICATIONSDepending on its use, brick is covered by one of several specifications. See Table 1. Because firebox brick, chemical resistant brick, sewer and manhole brick, and industrial floor brick are special uses, they will not be addressed in this Technical Note.

Title of Specification ASTM Designation1 CSA Designation2

Building Brick C 62 —

Facing Brick C 216 A82

Hollow Brick C 652 A82

Thin Veneer Brick Units Made from Clay or Shale C 1088 —

Pedestrian and Light Traffic Paving Brick C 902 —

Heavy Vehicular Paving Brick C 1272 —

Ceramic Glazed Structural Clay Facing Tile, Facing Brick, and Solid Masonry Units

C 126 —

Glazed Brick, Single Fired C 1405 —

Firebox Brick, Residential Fireplaces C 1261 —

Chemical-Resistant Masonry Units C 279 —

Sewer and Manhole Brick C 32 —

Industrial Floor Brick C 410 —

TABLE 1Specifications for Brick

1. ASTM International, 100 Bar Harbor Drive, West Conshohocken, PA 19428.2. Canadian Standards Association, 5060 Spectrum Way, Suite 100, Mississauga, Ontario, L4W 5N6 Canada.

Beginning with the 2007a edition of ASTM C 216, an appendix has been added. The appendix is designed to explain the specification, noting subtleties and relationships that might not otherwise be clear. In many instances the use of brick is similar to the title of its ASTM specification.

Facing BrickFacing brick are intended for use in both structural and nonstructural masonry, including veneer, where appearance is a requirement.

Hollow BrickHollow brick are used as either building or facing brick but have a greater void area. Most hollow brick are used as facing brick in anchored veneer. Hollow brick with very large cores are used in reinforced brickwork and contain steel reinforcement and grout.

Building BrickBuilding brick are intended for use in both structural and nonstructural brickwork where appearance is not a requirement. Building brick are typically used as a backing material.

Thin BrickThin veneer brick have normal face dimensions but a reduced thickness. They are used in adhered veneer applications.

Paving BrickPaving brick are intended for use as the wearing surface on clay paving systems. As such they are subject to pedestrian and light or heavy vehicular traffic.

Glazed BrickGlazed brick have a ceramic glaze finish fused to the brick body. The glaze can be applied before or after the firing of the brick body. These brick may be used as structural or facing components in masonry.

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CLASSIFICATIONSThere are several classifications used in each standard. Classifications include grade, class, type, application and use. The criteria for these classifications may include exposure or use conditions; appearance items; physical properties needed for performance; tolerances on dimensions and distortion; chippage; and void area.

Brick qualify for a particular classification based on their properties after manufacturing. While most brick can be manufactured to attain all the attributes desired by a user, certain attributes may be dictated by the production method, durability classification or appearance classification designated by the user. For example, a molded brick cannot be made to meet the classification for the tightest dimensional tolerances since the production method uses a higher percentage of water that may result in greater shrinkage. Brick manufactured by the extrusion process can be made to meet the classification for tight or loose dimensional tolerances.

When specifying brick each classification should be designated. Some ASTM brick specifications default to a certain classification if it is not designated. The default classification may not be suitable for the intended use. Table 2 contains a listing of the classifications in ASTM and CSA brick specifications.

Classification

Durability Appearance Void Area Use

ASTM Specification

C 62Building Brick

Grade None None None

C 216Facing Brick

Grade Type None None

C 652Hollow Brick

Grade Type Class None

C 1088Thin Veneer Brick

Grade Type None None

C 902Pedestrian and Light Traffic Paving Brick

Class and Type Application None Type

C 1272Heavy Vehicular Paving Brick

Type Application None Type

C 126Ceramic Glazed Facing Brick

None Grade and Type None None

C 1405 Single Fired Glazed Brick

Class Grade and Type Division None

CSA Specification

A82Fired Masonry BrickMade from Clay or Shale

Grade Type None1 None

TABLE 2Classifications in Specifications for Brick

1. No classification given, but solid, cored and hollow brick are defined. See Void Area.

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Durability

Classification

More Severe

Exposure

Less Severe

Exposure

ASTM Specification

C 62 Building Brick Grade SW MW NWC 216 Facing Brick Grade SW MWC 652 Hollow Brick Grade SW MW

C 1088 Thin Veneer Brick Grade Exterior Interior

C 902 Pedestrian and Light Traffic Paving BrickClass SX MX NXType I II III

C 1272 Heavy Vehicular Paving Brick Type F RC 126 Ceramic Glazed Facing Brick None —C 1405 Single Fired Glazed Brick Class Exterior Interior

CSA Specification

A82 Fired Masonry Brick Made from Clay or Shale Grade Exterior (EG) Interior (IG)

TABLE 3Durability Classifications

For durability classifications the letters S, M and N in C 62, C 216, C 652 and C 902 indicate the following exposure conditions:

S indicates severe weathering. M indicates moderate weathering. N indicates negligible or no weathering.

Physical Property Requirements. The physical property requirements in most specifications are compressive strength, water absorption and saturation coefficient. These properties must be determined in accordance with ASTM C 67, Standard Methods of Sampling and Testing Brick and Structural Clay Tile [Ref. 1] or CSA A82 [Ref. 3]. The minimum compressive strength, maximum water absorption and maximum saturation coefficient are used in combination to predict the durability of the bricks in use. The saturation coefficient, also referred to as the C/B ratio, is the ratio of 24-hour cold water absorption to the five-hour boiling absorption. The physical property requirements for each standard are listed in Table 4.

Some brick are durable but cannot be classified under the physical requirements shown in Table 4. Using alternates and alternatives in the specifications allows brick that are known to perform well to meet the durability requirement. A brick qualifying for a classification by an alternate or alternative does not signify that it is of a lower quality.

The Absorption Alternate is found in ASTM C 62, C 216, C 652, C 1088, C 902 and C 1405. The Freezing and Thawing Alternative is found in ASTM C 62, C 216, C 652, C 1088, C 902, C 1272 and C 1405. The Low Weathering Index Alternative is found in ASTM C 62, C 216 and C 1088. CSA A82 includes a freeze-thaw test as an alternative if the brick does not meet the physical property requirements. Other unit specifications include alternates as well. These are discussed in the Additional Requirements section.

Absorption Alternate- The saturation coefficient requirement does not apply, provided the cold water absorption of any single brick of a random sample of five brick does not exceed 8 percent.

Durability and Exposure Since the environmental and service conditions that brick are subjected to vary, each brick specification classi-fies brick for its specific durability. The classification is based on the severity of weather and the exposure of the brick. The classification assigned to the brick is typically based on physical properties of the brick. See Technical Note 9B for selection of the appropriate level of durability. The durability classifications for each specification are listed in Table 3.

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Minimum Compressive

Strength, Gross Area1 psi (MPa)

Maximum Cold Water Absorption,

%

MaximumFive-Hour Boiling

Absorption, %

Maximum Saturation Coefficient

Minimum Breaking Load, lb/in. (kN/mm)

Averageof 5 brick Individual Average

of 5 brick Individual Averageof 5 brick Individual Average

of 5 brick Individual Average of 5 brick Individual

ASTM Specification and Classification

C 62 Grade

SW 3000 (20.7)

2500(17.2) — — 17.0 20.0 0.78 0.80 — —

MW 2500 (17.2)

2200 (15.2) — — 22.0 25.0 0.88 0.90 — —

NW 1500 (10.3)

1250(8.6) — — No limit No limit No limit No limit — —

C 216 Grade

SW 3000 (20.7)

2500 (17.2) — — 17.0 20.0 0.78 0.80 — —

MW 2500 (17.2)

2200 (15.2) — — 22.0 25.0 0.88 0.90 — —

C 652 Grade

SW 3000 (20.7)

2500 (17.2) — — 17.0 20.0 0.78 0.80 — —

MW 2500 (17.2)

2200 (15.2) — — 22.0 25.0 0.88 0.90 — —

C 1088 Grade

Ext. — — — — 17.0 20.0 0.78 0.80 — —

Int. — — — — 22.0 25.0 0.88 0.90 — —

C 902 Class

SX

8000 [4000]2(55.2)

[(27.6)]2

7000 [3500]2 (48.3)

[(24.1)]2

8.0 [16.0]2

11.0 [18.0]2 — — 0.78 0.80 — —

MX 3000 (20.7)

2500 (17.2) 14.0 17.0 — — No limit No limit — —

NX 3000 (20.7)

2500 (17.2) No limit No limit — — No limit No limit — —

C 1272 Type

F 10,000 (69.0)

8800 (60.7) 6.0 7.0 — — — — 475

(83)333(58)

R 8000 (55.2)

7000 (48.3) 6.0 7.0 — — — — — —

C 126 Coring

Vert. 3000 (20.7)

2500 (17.2) — — — — — — — —

Horiz. 2000 (13.8)

1500 (10.3) — — — — — — — —

C 1405 Class

Ext. 6000 (41.4)

5600 (34.8) — 7.0 — — 0.78 0.80 — —

Int. 3000 (20.7)

2500 (17.2) — — — — — — — —

CSA Specification and Classification

A82Ext. 3000

(20.7)2500 (17.2) — 8.03 — 17.0 — 0.783 — —

Int. 2500 (17.2)

2200 (15.2) — — 22.0 25.0 0.88 0.90 — —

TABLE 4Physical Properties in Brick Specifications

1. Brick in bearing position or loaded in the same direction as in service.2. Numbers in brackets are for molded brick and apply provided the requirements for saturation coefficient are met.3. Either of these requirements must be met, not both.

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Freezing and Thawing Alternative- The requirements for five-hour boiling water absorption and saturation coefficient do not apply, provided a sample of five brick, meeting the strength requirements, passes the freezing and thawing test as described in the Rating section of the Freezing and Thawing test procedures of ASTM C 67 with a weight loss not greater than 0.5 percent in dry weight of any individual brick (for Grade SW). Unlike ASTM C 67, CSA A 82 stipulates that brick must be kept in a frozen state during any interruption of the freeze-thaw test.

Low Weathering Index Alternative- If the brick are intended for use where the weathering index is less than 50 and have a minimum average compressive strength of 2500 psi (17.2 MPa), the requirements given for five-hour boiling water absorption and for saturation coefficient shall not apply.

Consult the appropriate ASTM specification for specific alternates.

AppearanceClassification related to the appearance may include limits tolerances on dimensions, distortion, out-of-square and chippage. The appearance classification is established on the size and precision attained in manufacturing. The classifications for appearance of brick for each specification are listed in Table 5, and requirements for size variation, distortion and chippage are listed in Table 6, Table 7 and Table 8, respectively. There are no color-related tolerances in the ASTM standards for brick. Those are dictated by the sample panel or project specification.

Appearance

Classifications

More Stringent

Requirements

Less Stringent

Requirements

ASTM Specification

C 62 Building Brick None —C 216 Facing Brick Type FBX FBS FBAC 652 Hollow Brick Type HBX HBS HBA HBBC 1088 Thin Veneer Brick Type TBX TBS TBAC 902 Pedestrian and Light Traffic Paving Brick

Application PX PS PA

C 1272 Heavy Vehicular Paving Brick Application PX PS PA

C 126 Ceramic Glazed Facing BrickGrade SS SType II I

C 1405 Single Fired Glazed BrickGrade SS SType II I

CSA Specification

A82 Fired Masonry Brick Made from Clay or Shale

Type X S A

TABLE 5Appearance Classifications

For appearance classifications the letters X, S and A have the following meanings:

X indicates extreme or extra control in the criteria.S indicates standard production.A indicates architectural or aesthetic criteria that must be specified and in many specifications must be less

stringent than the S designation.

Dimensional Tolerances. Variations in raw materials and the manufacturing process will result in brick that vary in size. Permitted size variation is based on the brick classification and the relative dimensional range measured. These permitted variations in size are listed in Table 6A, Table 6B and Table 6C. The variation is plus or minus from the specified dimension. Size variation becomes important when vertical alignment of brick (stack bond) is used, when bands of brick from different production runs are combined, or when a short horizontal extent of brickwork is constructed, such as between closely spaced window openings.

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Specified Dimension orAverage Brick Size

in Job Lot Sample, in. (mm)

Maximum Permissible Variation, in. (mm), plus or minus from:

Column A (for Specified Dimension)

Column B (for Average Brick Size in Job Lot Sample)2

Type FBX Type FBS Type FBXType FBS Smooth3

Type FBS Rough4

3 (76) and under 1/16 (1.6) 3/32 (2.4) 1/16 (1.6) 1/16 (1.6) 3/32 (2.4)Over 3 to 4 (76 to 102), inclusive 3/32 (2.4) 1/8 (3.2) 1/16 (1.6) 3/32 (2.4) 1/8 (3.2)Over 4 to 6 (102 to 152), inclusive 1/8 (3.2) 3/16 (4.8) 3/32 (2.4) 3/32 (2.4) 3/16 (4.8)Over 6 to 8 (152 to 203), inclusive 5/32 (4.0) 1/4 (6.4) 3/32 (2.4) 1/8 (3.2) 1/4 (6.4)Over 8 to 12 (203 to 305), inclusive 7/32 (5.6) 5/16 (7.9) 1/8 (3.2) 3/16 (4.8) 5/16 (7.9)Over 12 to 16 (305 to 406), inclusive 9/32 (7.1) 3/8 (9.5) 3/16 (4.8) 1/4 (6.4) 3/8 (9.5)

TABLE 6ADimensional Tolerances for ASTM C 216 and CSA A821

1. Dimensional tolerances for Type FBA and A in C 216 and A82, respectively, shall be as specified by the purchaser, but not more restrictive than Type FBS and S (Rough), respectively.

2. Lot size shall be determined by agreement between purchaser and seller. If not specified, lot size shall be understood to include all brick of one size and color in the job order.

3. Type FBS Smooth brick have relatively fine texture and smooth edges, including wire cut surfaces. These definitions relate to dimensional tolerances only.

4. Type FBS Rough bricks are molded brick or extruded brick with tex-tured, rounded or tumbled edges or faces. These definitions apply to dimensional tolerances only.

TABLE 6BDimensional Tolerances

ASTM Specification

and Classification

Maximum Permissible Variation, in. (mm), plus or minus

3 (76) and under

Over 3 to 4 (102) inclusive

Over 4 to 6 (152) inclusive

Over 6 to 8 (204) inclusive

Over 8 to 12 (306) inclusive

Over 12 to 16 (408) inclusive

C 62 3/32 (2.4) 1/8 (3.2) 3/16 (4.8) 1/4 (6.4) 5/16 (8.0) 3/8 (9.5)

C 652

HBX 1/16 (1.6) 3/32 (2.4) 1/8 (3.2) 5/32 (4.0) 7/32 (5.6) 9/32 (7.1)HBS and HBB

3/32 (2.4) 1/8 (3.2) 3/16 (4.8) 1/4 (6.4) 5/16 (7.9) 3/8 (9.5)

HBA As specified by the purchaser, but not more restrictive than HBS and HBB

C 1088TBX 1/16 (1.6) 3/32 (2.4) 1/8 (3.2) 5/32 (4.0) 7/32 (5.6) 9/32 (7.2)TBS 3/32 (2.4) 1/8 (3.3) 3/16 (4.8) 1/4 (6.4) 5/16 (8.0) 3/8 (9.5)TBA As specified by the purchaser

C 126 See ASTM C 126

C 902 and

C 1272

PX 1/16 (1.6) 3/32 (2.4) — 1/8 (3.2) 7/32 (5.6) —PS 1/8 (3.2) 3/16 (4.8) — 1/4 (6.4) 5/16 (8.0) —PA No limit No limit — No limit No limit —

Specified Dimensionor Average Brick Size

in Job Lot Sample, in. (mm)

Maximum Permissible Variation in Dimensions, in. (mm) plus or minus from:

Column A (for Specified Dimension)Column B (for Average Brick Size

in Job Lot Sample)1

Grade S Grade SS Grade S Grade SS

3 (76) and under 1/16 (1.6) 1/16 (1.6) 1/16 (1.6) 1/16 (1.6)Over 3 to 4 (76-102), inclusive 3/32 (2.4) 1/16 (1.6) 1/16 (1.6) 1/16 (1.6)Over 4 to 6 (102-152), inclusive 1/8 (3.2) 1/16 (1.6) 3/32 (2.4) 1/16 (1.6)Over 6 to 8 (152-203), inclusive 5/32 (4.0) 1/16 (1.6) 3/32 (2.4) 1/16 (1.6)Over 8 to 12 (203-305), inclusive 7/32 (5.6) 1/16 (1.6) 1/8 (3.2) 1/16 (1.6)Over 12 to 16 (305-406), inclusive 9/32 (7.1) 1/16 (1.6) 3/16 (4.8) 1/16 (1.6)

TABLE 6CDimensional Tolerances for ASTM C 1405

1. Lot size shall be determined by agreement between purchaser and seller. If not specified, lot size shall be understood to include all brick of one size and color in the job order.

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Distortion. Permitted distortion, or warpage, of brick is listed in Table 7. The amount of distortion is based on the brick specification and face dimension. Distortion may be convex or concave and may be in the plane of the wall or perpendicular to it, as illustrated in Figure 1. Other terms for distortion are “bowed” or “banana” brick. A brick that is over the distortion limitations is difficult to lay and is easily noticeable in the brickwork.

Maximum Permissible Distortion, in. (mm)

8 (204) and underOver 8 to 12 (306),

inclusive

Over 12 to 16 (408),

inclusive

ASTM Specification and Classification

C 62 No limit No limit No limit

C 216FBX 1/16 (1.6) 3/32 (2.4) 1/8 (3.2)FBS 3/32 (2.4) 1/8 (3.2) 5/32 (4.0)FBA As specified by the purchaser

C 652HBX 1/16 (1.6) 3/32 (2.4) 1/8 (3.2)HBS 3/32 (2.4) 1/8 (3.2) 5/32 (4.0)HBA As specified by the purchaser

C 1088TBX 1/16 (1.6) 3/32 (2.4) 1/8 (3.2)TBS 3/32 (2.4) 1/8 (3.2) 5/32 (4.0)TBA As specified by the purchaser

C 902 and C1272

PX 1/16 (1.6) 3/32 (2.4) 1/8 (3.2)PS 3/32 (2.4) 1/8 (3.3) 5/32 (4.0)PA No limit.

C 126 Special requirements – see ASTM C 126

C 1405 SS 1/16 (1.6) 3/32 (2.4) 3/32 (2.4)S 1/16 (1.6) 3/32 (2.4) 1/8 (3.2)

CSA Specification and Classification

A82X (1.5) (2.5) (3.0)S (2.5) (3.0) (4.0)A As specified by purchaser, but not more restrictive than Type S (Rough)

TABLE 7Distortion Tolerances

Concave Surface Convex Surface

Average of4 Corners

Concave Edge Convex Edge

Maximum

Maximum Maximum

Figure 1Distortion Measurements

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Chippage. Brick may be damaged or chipped during packaging, shipping or on the job site. Limitations to the size and number of chips on individual brick are listed in Table 8. The amount of chippage is based upon the brick specification and classification.

A delivery of brick may contain up to 5 percent broken brick or brick chipped beyond the limits in Table 8. The chippage requirements in Table 8 are based on the remaining 95 percent of the shipment. The chips are measured from an edge or a corner, and the total length of these chips may not be greater than 10 percent of the perimeter of the face of the brick. Chips are more noticeable on brick that have a surface color different from the body of the brick. Chips on “through-body” color brick are less noticeable.

Specification and Type or ApplicationPercent

Allowed

Chippage in FromPercent

Allowed

Chippage in From

ASTM

C 216

ASTM

C 652

ASTM

C 1088

ASTM

C 902

ASTM

C 1272

CSA

A82

Edge,

in. (mm)

Corner,

in. (mm)

Edge,

in. (mm)

Corner,

in. (mm)

FBX HBX TBX — — X95 to 100%

0 to 1/8 (0 to 3.2)

0 to 1/4(0 to 6.4)

5% or less

1/8 to 1/4 (3.2 to 6.4)

1/4 to 3/8 (6.4 to 9.5)

FBS2 HBS2 TBS2 — — S290 to 100%

0 to 1/4 (0 to 6.4)

0 to 3/8(0 to 9.5)

10% or less

1/4 to 5/16(6.4 to 7.9)

3/8 to 1/2 (9.5 to 12.7)

FBS3 HBS3 TBS3 — — S385 to 100%

0 to 5/16 (0 to 7.9)

0 to 1/2(0 to 12.7)

15% or less

5/16 to 7/16 (7.9 to 11.1)

1/2 to 3/4 (12.7 to

9.1)

FBAHBA

TBA PA PA4 A As specified by the purchaser5

HBB

— — — PSPS

— 100%5/16 (7.9)

1/2(12.7)

— — —PX

— — — PX — — 100%1/4

(6.4)3/8

(9.5)— — —

1. There are no chippage requirements for C 62, C 126 or C 1405.2. Extruded brick with unbroken natural die finish face and dry-pressed brick.3. Extruded brick with finished face sanded, combed, scratched, scarified, or broken by mechanical means such as wire cutting or wire brush-

ing, and molded brick.4. No limit.5. Not more restrictive than FBS (Textured) in C 216 or HBS (altered).

TABLE 8Maximum Permissible Range of Chippage1

ADDITIONAL REQUIREMENTS

Void AreaIn ASTM standards brick are generally classified as solid or hollow. A solid brick is defined as a unit whose net cross-sectional area in every plane parallel to the bearing surface is 75 percent or more of its gross cross-sectional area measured in the same plane. Thus, a solid brick has a maximum coring or void area of 25 percent. A hollow brick is defined as a unit whose net cross-sectional area in every plane parallel to the bearing surface is less than 75 percent of its gross cross-sectional area measured in the same plane. A hollow brick has a minimum coring or void area greater than 25 percent, and a maximum of 60 percent. Brick are cored or frogged at the option of the manufacturer.

Cores. Holes in brick less than or equal to 1½ square inches (9.68 cm2) in cross-sectional area, referred to as cores, are used to aid in the manufacturing process and shipping of brick. The cores permit better utilization of raw materials, create more uniform drying and firing of the brick, reduce the amount of fuel necessary to fire the brick and reduce shipping costs by reducing weight. Additional advantages, such as aiding in mechanical bond in a wall, easier laying of the brick, etc., also may result from brick manufactured with cores. Cores are found only in brick manufactured by the extrusion or dry-press process. Limits to the amount of coring allowed in brick, the distance from a core to a face, and web thickness where applicable are listed in Table 9.

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Cells. Cells are similar to cores except that a cell is larger in minimum dimension and has a cross-sectional area greater than 1½ square inches (9.68 cm2). Some requirements for cells are shown in Table 9. Additional requirements for cells can be found in ASTM C 652, C 126 and C 1405 and CSA A82.

Frogs. Frogs are depressions in brick, usually located on one bed surface, and are included for the same reasons as cores and cells. Frogs are found in brick manufactured by the molded process. Panel frogs are limited to a specified depth and a specified distance from a face. Requirements for panel frogs are listed in Table 9. Deep frogs are depressions deeper than 3/8 in. (10 mm), and must conform to the requirements for coring, hollow spaces and void area of the applicable standard.

The Canadian Standards Association takes a different approach. CSA A82 defines a solid brick as one without cores, cells or frogs deeper than 3/8 in. (10 mm); cored brick as those of which the net cross-sectional area in any plane parallel to the bed face shall be at least 75 percent of the gross cross-sectional area measured in the same plane; and hollow brick as brick whose net cross-sectional area in a plane parallel to the bed face is not less than 40 percent and not more than 75 percent of its gross cross-sectional area measured in the same plane. Further, there is a required minimum dimension of 1/2 in. (6 mm) between cores; 1 in. (13 mm) between cells; and 3/4 in. (19 mm) to an edge from a core, cell or frog.

ASTMSpecification

VoidArea, %

Cores Frogs Cells

a A b c E e f g h

in. (mm), min.

in.² (cm²), max.

in. (mm), min.

in. (mm), min.

in.² (cm²), max.

in. (mm), min.

in. (mm), min.

in. (mm), min.

in. (mm), min.

C 62 < 25 3/4 (19.1) — 3/4

(19.1)3/8

(9.5) No Requirements for Cells

C 216 < 25 3/4 (19.1) — 3/4

(19.1)3/8

(9.5) No Requirements for Cells

C 6522H40V > 25,

≤ 405/8 (16)

≤ 1½ (9.68)

5/8 (16)

3/8 (9.5)

< 1½ (9.68)

3/4 (19.1)

3/4 (19.1)

1/2(13) —

H60V3 > 40,≤ 60

5/8 (16)

≤ 1½ (9.68)

5/8 (16)

3/8 (9.5)

> 1½ (9.68)

3/4 (19.1)

3/4 (19.1)

1/2(13) —

C 1088 — No Requirements for Cores, Frogs or CellsC 902 — No Requirements for Cores, Frogs or CellsC 1272 — Cores and Cells Not Permitted

C 1264 — No Requirementsfor Cores or Frogs

> 1½ (9.68)

3/4 (19.1)

3/4 (19.1)

1/2(13)5

1/2(13)

C 14052

Solid ≤ 25 3/4 (19.1) — 3/4

(19.1)3/8

(9.5) No Requirements for Cells

H40V > 25,≤ 40

5/8 (16)

1½ (9.68)

5/8 (16)

3/8 (9.5)

> 1½ (9.68)

3/4 (19.1)

3/4 (19.1)

1/2(13) —

H60V3 > 40,≤ 60 — 5/8

(16)1½

(9.68)5/8(16)

3/8 (9.5)

1½ (9.68)

3/4 (19.1)

3/4 (19.1)

1/2(13)

ge

fh

EA

ac

b

1. Deep frogs shall meet coring requirements of the applicable specification (see ASTM C 62, C216, C 652 and C 1405).2. Cored-shell and double-shell hollow brick shall meet additional coring requirements of applicable specification in ASTM C 652 and C 1405.3. Based on 3 in. (76 mm) and 4 in. (102 mm) nominal width (for larger dimensions see C 652 and C 1405).4. Cells shall meet additional requirements of ASTM C 126.5. Web thickness in cored brick shall meet additional requirements of ASTM C 126.

TABLE 9Requirements for Void Areas1

www.gobrick.com | Brick Industry Association | TN 9A | Specifications for and Classification of Brick | Page 11 of 13

EfflorescenceEfflorescence is a crystalline deposit of water-soluble salts that can form on the surface of some brickwork. The principal objection is an unsightly appearance, though it typically is not harmful to brick. The test for efflorescence is described in ASTM C 67 and CSA A82. Brick tested under C 67 are given a rating of “effloresced” or “not effloresced.” The specifier must invoke this part of the standard for the requirement of “not effloresced” to apply. CSA A82 also includes a rating of “slightly effloresced,” and it is this rating that must be met if efflorescence testing is invoked. Requirements on efflorescence are not included in C 62 and C 126.

StrengthBrickwork may be used as a structural material, so there may be instances when it is important to specify a minimum compressive strength of the brick. This possibility is noted in ASTM C 62, C 216, C 652 and C 1405. Most brick have compressive strengths considerably higher than the minimum compressive strengths required for durability and abrasion resistance.

Initial Rate of AbsorptionThe initial rate of absorption (IRA) is a measure of how quickly the brick will remove water from mortar spread on it. IRA is not a qualifying property or condition of brick in the ASTM or CSA specifications. IRA values may be of interest when selecting mortar and in use of the brick on the jobsite. If the purchaser wishes to learn the IRA of the brick, the IRA test must be requested. Initial rate of absorption information is included in ASTM C 62, C 216, C 652 and C 1405.

Sampling and TestingAll brick under ASTM specifications are sampled and tested in accordance with ASTM C 67. The purchaser designates the place of selection of the brick for testing when the order is placed. Brick for efflorescence testing must be sampled at the point of manufacturer. This is because the brick may be contaminated by efflorescing materials after leaving the brick plant. Brick are sampled and tested for compliance to their specification prior to use. ASTM C 126 and C 1405 include additional tests for properties of the glaze. These are described in the following section on Glazed Brick.

CSA A82 includes sampling and test methods as part of the standard.

Facing Brick, ASTM C 216 and CSA A82An additional tolerance is found in the ASTM standard for solid facing brick specification and in CSA A82. The amount that the exposed face of a brick can be “out-of-square” is limited. This is more critical as brick height increases. The maximum permitted dimension for out-of-square of the exposed face of the brick in C 216 is 1/8 in. (3.2 mm) for Type FBS brick and 3/32 in. (2.4 mm) for Type FBX brick. Tolerances on out-of-square for Type FBA brick shall be specified by the purchaser.

CSA A82 contains similar requirements: Type S of 3.0 mm and Type X of 2.5 mm. Tolerances on out-of-square for Type A brick shall be specified be specified but shall not be more restrictive than for Type S (Rough) brick.

Paving Brick, ASTM C 902 and C 1272 Not only must paving brick conform to the physical properties required in Table 4, but they also must have additional alternatives for durability and must meet requirements for abrasion resistance.

Alternative Performance Requirements. If information on the performance of brick in a pavement subject to similar exposure and traffic conditions is documented, then the physical property requirements in Table 4 may be waived. This is identified as the Performance Alternative.

An optional test for the freeze and thaw test is ASTM C 88 Test Method for Soundness of Aggregates by Use of Sodium Sulfate. The sulfate soundness test, like the freeze and thaw test, is not required unless the paving brick do not meet the saturation coefficient and absorption requirements.

www.gobrick.com | Brick Industry Association | TN 9A | Specifications for and Classification of Brick | Page 12 of 13

Abrasion Resistance. Since paving brick are used in a horizontal application and are exposed to traffic, they must meet a specified abrasion limit. Pedestrian and light traffic paving brick (C 902) are assigned a Type by the traffic or abrasion expected. Type I pavers are exposed to extensive abrasion, such as driveways or public entries. Type II pavers are exposed to high levels of pedestrian traffic, such as in stores, restaurant floors or exterior walkways. Type III pavers are exposed to light pedestrian traffic, such as floors or patios in homes.

Heavy vehicular paving brick (C 1272) are assigned a Type depending on their intended installation. Type R pavers are intended to be set in a mortar or asphalt setting bed supported by an adequate base. Type R pavers must be at least 2¼ in. (57.2 mm) thick. Type F pavers are intended to be set in a sand setting bed, with sand joints, and supported by an adequate base. Type F pavers must be at least 2⅝ in. (66.7 mm) thick. The abrasion requirements are the same for Type F and Type R pavers.

The abrasion resistance index can be determined in either of two ways: 1) by dividing the absorption by the compressive strength and multiplying by 100, or 2) by determining the volume abrasion loss in accordance with ASTM C 418 Test Method for Abrasion Resistance of Concrete by Sandblasting. The abrasion requirements are listed in Table 10.

ASTM Specification Traffic Type Abrasion Index, Max.Volume Abrasion Loss,

Max. (cm3/cm2)

C 902 Pedestrian andLight Traffic Paving Brick

Type I 0.11 1.7Type II 0.25 2.7Type III 0.50 4.0

C 1272 Heavy Vehicular Paving Brick Types F and R 0.11 1.7

TABLE 10Abrasion Resistance Requirements for Pavers

Glazed Brick, ASTM C 126 and C 1405ASTM C 126 and C 1405 are specifications for glazed brick and contain requirements for properties of the glaze. These properties include imperviousness, opacity, resistance to fading, resistance to crazing, flame spread, fuel contribution and smoke density, toxic fumes, hardness, and abrasion resistance.

SUMMARYThis Technical Note identifies brick specifications used in the United States and Canada. Classification designations for each brick specification and the criteria used to qualify for them are explained. Potential performance issues can be minimized by designating the proper brick specification and applicable classifications based on the environmental and service conditions of the project.

The information and suggestions contained in this Technical Note are based on the available data and the experience of engineering staff and members of the Brick Industry Association. The information contained herein should be used in conjunction with good technical judgment and a basic understanding of the properties of brick masonry. Final decisions on the use of the information discussed in this Technical Note are not within the purview of the Brick Industry Association and must rest with the project architect, engineer and owner.

www.gobrick.com | Brick Industry Association | TN 9A | Specifications for and Classification of Brick | Page 13 of 13

REFERENCES1. Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA 2006:

Volume 04.02 – Concrete and AggregateASTM C 88 Test Method for Soundness of Aggregates by Use of Sodium Sulfate ASTM C 418 Test Method for Abrasion Resistance of Concrete by Sandblasting

Volume 4.05 – Chemical Resistant Nonmetallic Materials; Vitrified Clay Pipe; Concrete Pipe; Fiber-Reinforced Cement Products; Mortars and Grouts; Masonry; Precast Concrete

C 32, Standard Specification for Sewer and Manhole Brick (Made From Clay or Shale)C 62, Standard Specification for Building Brick (Solid Masonry Units Made From Clay or Shale) C 67, Standard Test Methods for Sampling and Testing Brick and Structural Clay TileC 126, Standard Specification for Ceramic Glazed Structural Clay Facing Tile, Facing Brick, and Solid

Masonry Units C 216, Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale) C 279, Standard Specification for Chemical-Resistant Masonry UnitsC 410, Standard Specification for Industrial Floor BrickC 652, Standard Specification for Hollow Brick (Hollow Masonry Units Made from Clay or Shale) C 902, Standard Specification for Pedestrian and Light Traffic Paving BrickC 1088, Standard Specification for Thin Veneer Brick Units Made from Clay or Shale C 1261, Standard Specification for Firebox Brick for Residential FireplacesC 1272, Standard Specification for Heavy Vehicular Paving BrickC 1405, Standard Specification for Glazed Brick (Single Fired, Brick Units)

2. Borchelt, J. G., Danforth, L.. Jr., and Hunsicker, R., “Specifying Brick: Getting what you want for appearance and function,” The Construction Specifier, Construction Specifications Institute, Alexandria, VA, January 2006, pp. 20-28.

3. CSA A82, Fired Masonry Brick Made from Clay or Shale, Canadian Standards Association, Mississauga, Ontario, Canada, 2006.

UNA- CL AD™ M etal Ro ofing Systems

V E R S AT I L E • S U S TA I N A B L E • B E A U T I F U L

Since the introduction of UNA-CLAD Metal Roofing Systems more than 30 years ago, they have become one

of the leading architectural metal roofing products in the construction industry. Firestone Building Products

systems are recognized the world over for their outstanding construction and innovative design.

UNA-CLAD offers a variety of sustainable, reliable and environmentally-friendly roofing system options.

UNA-CLAD allows for maximum design freedom with a wide range of materials, widths and finishes.

To further protect your investment, install the roofing system over our innovative new CLAD-GARD™ roofing

underlayment. This easy-to-handle skid-resistant material is the ideal moisture barrier to protect your roofing

investment from corrosion and other environmental concerns.

And once your roof is installed, the unparalleled Red Shield® Warranty assures that your roof will provide

outstanding performance for decades to come.

Thank you for your interest in Firestone Building Products UNA-CLAD roofing systems. For detailed information

about anything covered in this brochure, please contact your local Firestone Representative or visit

www.firestonebpco.com.

U N A - C L A D ™ M E TA L R O O F I N G S Y S T E M S

FIRESTONE RED SHIELD WARRANTY

ROOFING PANEL PROFILES

To help prevent distortion (called “oil-canning”) that can occur on metal roofs, Firestone Building Products offers a variety of stiffening rib profile options. Striations, Flat Ribs and Pencil Ribs are subtly raised sections that run parallel to panel seams and add rigidity and visual interest. Not all profiles are available on all panels, please see each product description for details.

Striated Profile

Flat Rib Profile

Pencil Rib Profile

When we say “Nobody Covers You Better” we mean it. Red Shield Warranties provide industry-leading coverages from 5 to 20 years for most roofing systems, and can even be transferred from

owner to owner. No competitor can match our 100 year+ heritage of innovation and customer support. When you have a Firestone roof and Red Shield Warranty over your head, you can be

confident of outstanding roofing performance for decades to come.*

R E D S H I E L D ® W A R R A N T Y S Y S T E M S

Durable metal roofing systems that allow maximum versatility with the extra assurance of the Firestone Red Shield Warranty—the strongest protection available today.

• U C - 3 • U C - 4 • U C - 6 • U C - 1 4

A R C H I T E C T U R A L S Y S T E M S

Allow maximum design freedom to create roofs with distinct lines, radii and features while providing outstanding wind-load performance and aesthetics.

• U C - 7

S O F F I T S Y S T E M S

Superior versatility, security and weatherability in systems that allow great installation flexibility, including either vertical or horizontal applications.

• U C - 5 0 0 • U C - 5 0 1 • U C - 7 5 0

P R O F I L E D PA N E L S Y S T E M S

Strong, economical and low profile panels designed for a variety of Profiled Panel Systems, environments and applications.

• U R - P R O O M E G A • 5 V - C R I M P • H R - U LT R A O M E G A • U C - 6 0 0 • V R - C L A S S I C O M E G A • U C - 6 0 1

* Subject to certain terms and conditions. 25 year warranty coverage may be available with the UC-4 system.

U N A - C L A D ™ M E TA L R O O F I N G S Y S T E M S O V E R V I E W

R E D S H I E L D ™ W A R R A N T Y S Y S T E M S

FIRESTONE UNA-CLAD™ RED SHIELD SERIES Building on proven standing seam technology, Firestone developed the UNA-CLAD Red Shield Series

to provide designers, architects and building owners with a wide selection of beautiful, durable and functional metal roofs. The Red Shield Series is available in a variety of colors,

materials, widths, textures, profiles and seam designs.

RED SHIELD STANDING SEAM ROOFING SYSTEMS COMPRISE A SYSTEM OF

INTERLOCKING METAL PANELS THAT GENERALLY RUN VERTICALLY FROM THE ROOF

RIDGE TO THE EAVES. THE SEAM WHERE THE TWO PANELS JOIN TOGETHER IS RAISED

ABOVE THE SURFACE OF THE PANEL, THEREBY GIVING THE PRODUCT ITS NAME.

THESE METAL ROOFS FREELY EXPAND AND CONTRACT WITH THE WEATHER

WITHOUT DAMAGE TO THE SUBSTRATE, PROVIDE EXCEPTIONAL RAIN AND SNOW

RUNOFF, PERFORM WELL IN HIGH-WIND ENVIRONMENTS, MINIMIZE OIL-CANNING AND

PROVIDE GREAT DESIGN VERSATILITY.

UNA-CLAD UC-3 This double-lock standing seam system uses mechanical sealing for a durable, virtually leak proof seal.

UC-3 roofs create a traditional look, and allow specified radius profiles to enhance the architect’s design.

Standard UC-3 materials are painted steel; painted and anodized aluminum; architectural grade sheet copper and zinc.

Available with embossing, striations and ribs (flat and pencil) to minimize oil-canning.

UNA-CLAD UC-4 The patented seam design snap locks securely and fastens to a solid substrate without the use of clips.

This provides superior leak resistance and can reduce labor by up to 30%.

Standard UC-4 materials are painted steel; painted and anodized aluminum and architectural grade sheet copper. Available with embossing, striations and ribs (flat and pencil) to

minimize oil-canning.

UNA-CLAD UC-6The double-lock standing seam system utilizes proven Pittsburg Locking in conjunction with a floating concealed-clip assembly. This design allows for free expansion and contraction, and outstanding wind uplift resistance.

Standard UC-6 materials are painted steel; painted and anodized aluminum; architectural grade sheet copper and zinc. Available with embossing, striations and ribs (flat and pencil) to minimize oil-canning.

UNA-CLAD UC-14The concealed-clip snap-lock seam system eliminates the need for mechanical seaming or separate battens, accommodating very long panels while maintaining free expansion and contraction capability.

Standard UC-14 materials are painted steel; painted and anodized aluminum and architectural grade sheet copper. Available with embossing, striations and ribs (flat and pencil) to minimize oil-canning.

Red Shield Warranty Protection

P R O T E C T Y O U R I N V E S T M E N T

A R C H I T E C T U R A L

FIRESTONE UNA-CLAD™ ARCHITECTURAL SERIES Firestone developed the UNA-CLAD Architectural Series to allow designers, architects and building owners to utilize the unique profile a batten roof delivers. In addition to their beautiful appearance, these metal roofing systems are reliable and durable. The Architectural Series is

available in a variety of colors, batten widths, materials and panel widths.

BATTENS ARE DISTINCTIVE ARCHITECTURAL FEATURES. PANEL SYSTEMS WITH BATTENS OR CAPS

ALLOW FOR THE PANELS TO BE INSTALLED IN NON-SEQUENTIAL ORDER, THUS ACCOMMODATING

COMPLEX ROOF DESIGNS. THESE PANELS CAN BE COUNTED ON TO ALLOW FREE EXPANSION AND

CONTRACTION IN CHANGING WEATHER CONDITIONS, AS WELL AS PROVIDE EXCEPTIONAL RAIN/

SNOW RUNOFF AND GOOD WIND UPLIFT PERFORMANCE.

THESE PANELS AND BATTENS ARE ROLL-FORMED AND PROCESSED WITH STATE-OF-THE-ART

TECHNOLOGY TO ENSURE UNPARALLELED QUALITY AND SERVICE FROM COIL TO FINISHED PRODUCT.

UC-7 S N A P - O N A R C H I T E C T U R A L S E R I E S This concealed clip fastening system is capped with a narrow, low-profile snap-on batten that provides a thin-line appearance while providing the designer freedom to specify radius or high profile features. UC-7 delivers good thermal movement.

Standard UC-7 materials are painted steel; painted and anodized aluminum; architectural grade sheet copper and zinc. Available in heavier gauges, narrower widths, embossing and ribs (flat and pencil) to minimize oil-canning.

M E T A L R O O F I N G

M E T A L S O F F I T S Y S T E M S

FIRESTONE UNA-CLAD™ METAL SOFFIT SYSTEMS Designers, architects and building owners can create a comprehensive, finished look to their

buildings with Firestone UNA-CLAD Metal Soffit Systems. The wide selection of metal soffit and fascia products allows for an uninterrupted and consistent appearance. The Metal Soffit

Systems are available in a variety of colors, materials, widths, textures, profiles and seam designs to visually integrate with Firestone metal roofing products.

SOFFITS SERVE MANY PURPOSES IN COMMERCIAL ARCHITECTURE, INCLUDING WEATHER-

SHELTERING OVERHANGS, BUILDING VENTILATION PORTS, CONVENIENT CONCEALMENT

SECTIONS FOR HVAC OR ELECTRICAL SYSTEMS AND OTHER APPLICATIONS. THE RIGHT SOFFIT

AND FASCIA TREATMENT CAN PROVIDE A FINISHED LOOK TO THE STRUCTURE, AS WELL AS AID

WATER RUNOFF, BUILDING VENTILATION AND COOLING.

METAL SOFFIT SYSTEMS PROVIDE A STRONG, DURABLE AND RELIABLE MATERIAL THAT ENHANCES

THE LONGEVITY OF THE SOFFIT AND CREATES AN AESTHETICALLY-PLEASING APPEARANCE.

M E T A L S O F F I T S Y S T E M S

UC-500 F L U S H P A N E L This interlocking, concealed fastening metal panel system is engineered for both soffit and fascia applications. UC-500 delivers a flat or flush look that provides a neat, finished appearance.

Standard UC-500 materials are painted steel; painted and anodized aluminum; architectural grade sheet copper and zinc. Available in heavier gauges, narrower widths, embossing and pencil ribs to minimize oil-canning. Venting available for soffit applications.

UC-501 R E V E A L F L U S H P A N E L Similar in characteristics to UC-500, the Reveal Flush Panel system creates a flat appearance with a bold channels (reveals) that provide visual interest to the soffit.

Standard UC-501 materials are painted steel; painted and anodized aluminum; architectural grade sheet copper and zinc. Available in heavier gauges, narrower widths, embossing and pencil ribs to minimize oil-canning. Venting available for soffit applications.

UC-750 V - G R O O V E S O F F I T P A N E L This interlocking architectural aluminum panel is engineered specifically for soffit applications. UC-750 utilizes a concealed fastening system with interlocking leg. Subtle V-grooves run the length of the panel providing a clean, traditional appearance.

Standard UC-750 material is painted and anodized aluminum. Full- or half-vent options available.

FIRESTONE UNA-CLAD™ PROFILED PANEL SERIESTo answer the need for a durable and economical metal roofing solution, Firestone created the

UNA-CLAD Profiled Panel Series. Commercial-grade metal roof and wall panels provide a traditional metal panel appearance with bold recurring or successive ribs. Architects, designers and building owners

can choose from a variety of materials and rib patterns to best accentuate their structure.

FOR CENTURIES, LARGE STRUCTURES SUCH AS CATHEDRALS HAVE RELIED ON THE

INHERENT DURABILITY OF METAL ROOFING. IN MODERN USAGE, CORRUGATED METAL

ROOFING PANELS HAVE TWICE THE AVERAGE LIFESPAN OF ASPHALT ROOFING, AND

PROVIDE EXCEPTIONAL RAIN AND SNOW SHEDDING ABILITIES.

DESIRABLE BECAUSE OF THEIR DESIGN VERSATILITY, LOW MAINTENANCE REQUIREMENTS

AND HIGH STRENGTH-TO-WEIGHT RATIO, ARCHITECTS, DESIGNERS AND BUILDING

OWNERS ARE TURNING TO METAL ROOFS FOR NEW CONSTRUCTION AND RENOVATION.

UR-Pro 5-V-CrimpHR-Ultra VR-Classic UC-600 UC-601

P R O F I L E D M E

OMEGA SERIES U R - P R O O M E G A , H R - U LT R A O M E G A , V R - C L A S S I C O M E G AThe Omega Series is factory-formed corrugated metal roofing with exposed mechanical fasteners. Panels have overlapping seams with bold ribs for an appealing accent to any architectural design. Can be installed in non-sequential patterns. Each Omega Series product has identical physical characteristics but with a unique rib pattern to provide greater design versatility.

Standard Omega Series materials are painted steel; painted aluminum and architectural grade sheet copper.Omega Series panels are suitable for wall cladding.

5-V-CRIMP P R O F I L E D P A N E L S Like Omega Series panels, 5-V-Crimp panels are factory-formed corrugated metal roofing with exposed mechanical fasteners. Panels have overlapping seams with V-shaped ribs to add a unique “old world” styling to your roof profile.

Standard 5-V-Crimp materials are painted steel; painted aluminum and architectural grade sheet copper. 5-V-Crimp panels are suitable for wall cladding.

UC-600 & UC-601 C O R R U G AT E D P A N E L S

Like Omega Series panels, UC-600 and UC-601 panels are factory-formed corrugated metal roofing with exposed mechanical fasteners. Panels have overlapping seams with gently undulating striations to give you the option of a softer roof profile.

Standard UC-600 materials are painted steel; painted aluminum; architectural grade sheet copper and zinc. Standard UC-601 materials are painted steel and zinc. UC-600/UC-601 panels are suitable for wall cladding.

T A L R O O F I N G

C L A D - G A R D ™ R O O F I N G U N D E R L AY M E N T

CLAD-GARD Roofing Underlayment is easy to install and provides the ideal moisture barrier between the

roof deck and the adjacent metal roofing system. It features a skid-resistant surface; is watertight around

fasteners such as nails or other anchors; offers great high-temperature resistance; and is unaffected by

water so it can be left exposed for up to 3 months before applying the metal roofing system.

CLAD-GARD SA Underlayment Self-adhered underlayment for quick, simple installation.

– Premium non-reinforced product that minimizes wrinkling

– Available in a convenient 2-square roll 3' x 67' (.09 m x 20 m)

– Heavy-duty adhesive is protected by a split-release plastic liner, which is easily removed for quick installation and placement of the underlayment

– Two available formulations: CLAD-GARD SA-S (heat resistant up to 250°F [121°C]) and CLAD-GARD SA-N (heat resistant up to 230°F [110°C])

CLAD-GARD R Underlayment

Self-adhered underlayment at an economical price.

– Split-release backer for easy installation

– Comes unboxed which means less waste on the jobsite.

– Available in a 2-square roll (3’ x 66.7’) (.09 m x 20 m ).

– Can be applied directly to Firestone HailGard® Composite, OSB and plywood substrates.

– Eligible for up to a 20-year Red Shield® Warranty

CLAD-GARD MA UnderlaymentMechanically-attached choice for reliable results.

– Available in 10-square rolls that are 4' (1.2 m) wide for more square feet per roll and fewer seams

– Lighter than roofing felt at only 31 lb (14 kg) per roll

– Lays flat and stays wrinkle-free, meaning fewer nails are needed to fasten compared to felt underlayment

– Heat resistant up to 230°F (110°C) without degradation of the material

– Heat resistant up to 230°F (110°C) without degradation of the material

A VALUABLE ADDITION TO A SUSTAINABLE BUILDING PROJECT.

ON

E TEAM, ONE PLANETON

E TEAM, ONE PLANET

P R O T E C T Y O U R I N V E S T M E N T

Colors shown are as close to actual colors as allowed by the printing process.

Your local sales rep can provide actual metal samples and answer questions

about custom colors and other special requests.

SANDSTONE

SIERRA TAN

MATTE BLACK

MANSARD BROWN

ELECTRIC BLUE

DARK IVY

TROPICAL PATINA

STONE WHITE

SLATE GRAY

MEDIUM BRONZE

BRANDYWINE

REGAL RED

REGAL BLUE

SHERWOOD GREEN

SILVER METALLIC

BONE WHITE

CITYSCAPE

DARK BRONZE

COLONIAL RED

AWARD BLUE

TEAL

HARTFORD GREEN

CLASSIC COPPER

ALMOND

CHARCOAL GRAY

EXTRA DARK BRONZE

TERRA COTTA

SKY BLUE

PATINA GREEN

HEMLOCK GREEN

CHAMPAGNE METALLIC

ON

E TEAM, ONE PLANETON

E TEAM, ONE PLANET

C O L O R S E L E C T I O N G U I D E

©2012 Firestone Building Products Printed in U.S.A. Item #1181 11/13 (replaces 11/12)-1

Firestone Building Products 250 West 96th St., Indianapolis, IN 46260

Corporate Office: 1-800-428-4442 • 317-575-7000

International Offices:

Firestone Building Products Canada 2835 Argentia Rd., Unit #2Mississauga, ON L5N 8G6

1-888-292-6265 • 905-363-3150 Fax: 877-666-3022

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Firestone Building Products Latin Amer-ica

8200 NW 52nd Terrace, Suite #107Miami, FL 33166

305-471-0117 • Fax: 305-471-0377www.firestonebpco.com

Note: This brochure is meant only to highlight Firestone’s products and specifications. Information is subject to change without notice. ALL products and specifications are listed in approximate weights and measurements. For complete product and detail information, please refer to the Technical Manual. Firestone takes responsibility for furnishing quality materials

which meet Firestone’s published product specifications. As neither Firestone itself nor its representatives practice architecture, Firestone offers no opinion on, and expressly disclaims any responsibility for, the soundness of any structure on which its products may be applied. If questions arise as to the soundness of a structure or its ability to support a planned installation properly, the owner should obtain opinions of competent structural engineers before proceeding. Firestone accepts no liability for any structural failure or for resultant damages, and no

Firestone representative is authorized to vary this disclaimer.

Printed on Recycled Paper

MANUFACTURED WITH 100% WIND ENERGY

www.hardingpoorman.comHPG Uses 100% Green Power.

Trifab® VG (VersaGlaze®)Trifab VG 450, 451 & 451T (Thermal) Framing Systems

Design Versatilitywith UnmatchedFabrication Flexibility

Aesthetics

Trifab® VG (VersaGlaze®)Trifab VG 450, 451 & 451T (Thermal) Framing Systems

Design Versatilitywith UnmatchedFabrication Flexibility

Preston Pointe, Louisville, KYArchitect: Potter & Associates Architects PLLC, Louisville, KYGlazing Contractor: Kentucky Mirror & Plate Glass Company, Louisville, KY

Trifab® VG (VersaGlaze) is built on the proven and successful Trifabplatform – with all the versatility its name implies. Trifab set thestandard and Trifab® VG improves upon it. There are enoughfabrication, design and performance choices to please the mostdiscerning building owner, architect and installer. Plus theconfidence a tried and true framing system instills. Select from fourglazing applications, four fabrication methods and multiple infillchoices. Consider thermal options and performance, SSG andWeatherseal alternatives and your project takes an almost customshape whether your architecture is traditional or modern and thebuilding is new or retrofitted.

AestheticsTrifab® 450 has 1-3/4" sight lines and both Trifab® 451 and Trifab®451T

have 2" sight lines, while all three have a 4-1/2" frame depth.

Designers can not only choose front, center or back glass planes, they

can now add the versatility of multi-plane glass applications, thus

allowing a greater range of design possibilities for specific project

requirements and architectural styles. Structural Silicone Glazing (SSG)

and Weatherseal options further expand the designer's choices.

kawneer.com

PerformanceKawneer's IsoLock™ Thermal Break option is available on Trifab® VG 451T.

This process creates a composite section and prevents dry shrinkage.

U-factor, CRF values and STC ratings for Trifab® VG vary depending

upon the glass plane application. Project specific U-factors can now

be determined for each individual project. (See Kawneer

Architectural Manual or Website for additional information)

Performance Test StandardsAir Performance ASTM E 283

Water AAMA 501 and ASTM E 331

Structural ASTM E 330

Thermal AAMA 1503

Thermal Break AAMA 505 and AAMA TIR-A8

Acoustical AAMA 1801 and ASTM E 1425

FinishesPermadonic Anodized finishes are available in Class I and Class II in

seven different colors.

Painted Finishes, including fluoropolymer that meet or exceed

AAMA 2605, are offered in many standard choices and an unlimited

number of specially-designed colors.

Solvent-free powder coatings add the “green” element with high

performance, durability and scratch resistance that meet the

standards of AAMA 2604.

Trifab® VG can be used on almost any project due to virtually

seamless incorporation of Kawneer entrances, Sealair® windows or

GLASSvent™ for visually frameless ventilators. These framing systems

can also be packaged with Kawneer curtain walls and overhead

glazing, thereby providing owner, architect and installer with proven,

tested and quality products from a single source supplier.

EconomyTrifab® VG offers four fabrication choices to suit your project:

• Screw Spline – for economical continuous runs utilizing two piece

vertical members. Provides the option to pre-assemble units with

controlled shop labor costs and smaller field crews for handling

and installation.

• Shear Block – for punched openings or continuous runs using

tubular moldings. Provides the option to pre-assemble multi-lite

units using shear block clips under controlled shop labor

conditions. Clips provide tight joints for transporting large units.

Less field time is necessary to fill large openings.

• Stick – for fast, easy field fabrication. Field measurements and

material cuts can be done when metal is on the job.

• Type B – for multi-lite punched openings. Provide option for

pre-assembled units for installation into single openings and

controlled shop labor costs. Head and sill running through

provide fewer joints and require less time to fill large openings.

Trifab® VG 450, 451 and 451T

can be flush glazed from

either the inside or outside.

The Weatherseal option

provides an alternative to

the structural silicone glazed

vertical mullions. This

ABS/ASA rigid polymer

extrusion allows complete

inside glazing and creates a

flush glass appearance on

the building exterior,

without the added labor of

scaffolding or swing stages.

Optional patented HP

Flashing™ and HP Interlock

clip are engineered to eliminate the perimeter sill fasteners and their

associated blind seals and are compatible with all glass planes.

PerformanceKawneer's IsoLock™ Thermal Break option is available on Trifab® VG 451T.

This process creates a composite section and prevents dry shrinkage.

U-factor, CRF values and STC ratings for Trifab® VG vary depending

upon the glass plane application. Project specific U-factors can now

be determined for each individual project. (See Kawneer

Architectural Manual or Website for additional information)

Performance Test StandardsAir Performance ASTM E 283

Water AAMA 501 and ASTM E 331

Structural ASTM E 330

Thermal AAMA 1503

Thermal Break AAMA 505 and AAMA TIR-A8

Acoustical AAMA 1801 and ASTM E 1425

FinishesPermadonic Anodized finishes are available in Class I and Class II in

seven different colors.

Painted Finishes, including fluoropolymer that meet or exceed

AAMA 2605, are offered in many standard choices and an unlimited

number of specially-designed colors.

Solvent-free powder coatings add the “green” element with high

performance, durability and scratch resistance that meet the

standards of AAMA 2604.

© Kawneer Company, Inc. 2010 LITHO IN U.S.A Form No. 07-2007.03.10

Kawneer Company, Inc.Technology Park / Atlanta555 Guthridge CourtNorcross, GA 30092

kawneer.com770 . 449 . 5555

Trifab® VG can be used on almost any project due to virtually

seamless incorporation of Kawneer entrances, Sealair® windows or

GLASSvent™ for visually frameless ventilators. These framing systems

can also be packaged with Kawneer curtain walls and overhead

glazing, thereby providing owner, architect and installer with proven,

tested and quality products from a single source supplier.

EconomyTrifab® VG offers four fabrication choices to suit your project:

• Screw Spline – for economical continuous runs utilizing two piece

vertical members. Provides the option to pre-assemble units with

controlled shop labor costs and smaller field crews for handling

and installation.

• Shear Block – for punched openings or continuous runs using

tubular moldings. Provides the option to pre-assemble multi-lite

units using shear block clips under controlled shop labor

conditions. Clips provide tight joints for transporting large units.

Less field time is necessary to fill large openings.

• Stick – for fast, easy field fabrication. Field measurements and

material cuts can be done when metal is on the job.

• Type B – for multi-lite punched openings. Provide option for

pre-assembled units for installation into single openings and

controlled shop labor costs. Head and sill running through

provide fewer joints and require less time to fill large openings.

Trifab® VG 450, 451 and 451T

can be flush glazed from

either the inside or outside.

The Weatherseal option

provides an alternative to

the structural silicone glazed

vertical mullions. This

ABS/ASA rigid polymer

extrusion allows complete

inside glazing and creates a

flush glass appearance on

the building exterior,

without the added labor of

scaffolding or swing stages.

Optional patented HP

Flashing™ and HP Interlock

clip are engineered to eliminate the perimeter sill fasteners and their

associated blind seals and are compatible with all glass planes.

Brighton Landing, Cambridge, MAArchitects: ADD Inc., Cambridge, MAGlazing Contractors: Ipswich Bay GlassCompany,Inc., Rowley, MA

Front Center Back SSG Weatherseal Multi-Plane

Trifab VG 450

Front Center Back SSG Weatherseal Multi-Plane

Trifab VG 451/451T

Actu

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Leng

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Item N

umbe

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277001088

277002088

277003088

277004088

277005088

5/8" x 4"

5/8" x 6"

5/8" x 8"

5/8" x 10"

5/8" x 12"

5/8" x 3 1/2"

5/8" x 5 1/2"

5/8" x 7 1/4"

5/8" x 9 1/4"

5/8" x 11 1/4"

18'

18'

18'

18'

18'

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Full Unit

5/8" Cellular PVC Trim Woodgrain / Smooth

5/8" Cellular PVC Trim Smooth / Smooth

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

Includes sealed edges

Includes sealed edges

5/8"

WOODGRAIN

SMOOTH

SMOOTH

SMOOTH5/8"

Piec

es pe

r Ply

Pak

6

4

3

2

2

Desc

riptio

n

* Half Units must be purchased in multiples of 2.

Actu

al

Leng

th

Selli

ng U

nit

Item N

umbe

r

277056088

277057088

277058088

277059088

277060088

5/8" x 4"

5/8" x 6"

5/8" x 8"

5/8" x 10"

5/8" x 12"

5/8" x 3 1/2"

5/8" x 5 1/2"

5/8" x 7 1/4"

5/8" x 9 1/4"

5/8" x 11 1/4"

18'

18'

18'

18'

18'

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Full Unit

264

132

136

68

138

69

70

70

Piec

es pe

r Ply

Pak

6

4

3

2

2

Desc

riptio

n

* Half Units must be purchased in multiples of 2.

264

132

136

68

138

69

70

70

Total

Pcs

. per

Sell

ing U

nit

Total

Pcs

. per

Sell

ing U

nit

Total

Pcs

. per

Sell

ing U

nit

1" Cellular PVC Trim Woodgrain / Smooth

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

Includes sealed edges

3/4"

WOODGRAIN

SMOOTH

Actu

al

Leng

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Selli

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Item N

umbe

r

277086088**

277087088**

277008088

277009088

277010088

277011088

277012088

277013088

277014088

277015088

277016088

277017088

277018088

277019088

1" x 2"

1" x 3"

1" x 4"

1" x 4"

1" x 5"

1" x 5"

1" x 6"

1" x 6"

1" x 8"

1" x 8"

1" x 10"

1" x 10"

1" x 12"

1" x 12"

3/4" x 1 1/2"

3/4" x 2 1/2"

3/4" x 3 1/2"

3/4" x 3 1/2"

3/4" x 4 1/2"

3/4" x 4 1/2"

3/4" x 5 1/2"

3/4" x 5 1/2"

3/4" x 7 1/4"

3/4" x 7 1/4"

3/4" x 9 1/4"

3/4" x 9 1/4"

3/4" x 11 1/4"

3/4" x 11 1/4"

18'

18'

12'

18'

12'

18'

12'

18'

12'

18'

12'

18'

12'

18'

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Full Unit

Full Unit

Full Unit

300

120

240

120

240

120

240

120

180

60

180

60

120

60

120

60

120

60

120

60

60

60

60

60

Piec

es pe

r Ply

Pak

5

5

6

6

4

4

4

4

3

3

2

2

2

2

Desc

riptio

n

* Half Units must be purchased in multiples of 2.** Edges not sealed.

Total

Pcs

. per

Sell

ing U

nit

1" Cellular PVC Trim Smooth / Smooth

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

Includes sealed edges

3/4"

SMOOTH

SMOOTH

Actu

al

Leng

th

Selli

ng U

nit

Item N

umbe

r

277061088

277062088

277063088

277064088

277065088

277066088

277067088

277068088

277069088

277070088

1" x 4"

1" x 4"

1" x 6"

1" x 6"

1" x 8"

1" x 8"

1" x 10"

1" x 10"

1" x 12"

1" x 12"

3/4" x 3 1/2"

3/4" x 3 1/2"

3/4" x 5 1/2"

3/4" x 5 1/2"

3/4" x 7 1/4"

3/4" x 7 1/4"

3/4" x 9 1/4"

3/4" x 9 1/4"

3/4" x 11 1/4"

3/4" x 11 1/4"

12'

18'

12'

18'

12'

18'

12'

18'

12'

18'

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Half Unit*

Full Unit

Full Unit

Full Unit

Full Unit

240

120

240

120

120

60

120

60

120

60

120

60

60

60

60

60

Piec

es pe

r Ply

Pak

6

6

4

4

3

3

2

2

2

2

Desc

riptio

n

* Half Units must be purchased in multiples of 2.

Total

Pcs

. per

Sell

ing U

nit

5/4" Cellular PVC Trim Woodgrain / Smooth

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

Includes sealed edges

1"

WOODGRAIN

SMOOTH

Actu

al

Leng

th

Selli

ng U

nit

Item N

umbe

r

277026088

277027088

277028088

277029088

277030088

277031088

277032088

277033088

277034088

5/4" x 4"

5/4" x 4" with J-notch

5/4" x 5"

5/4" x 5"with J-notch

5/4" x 6"

5/4" x 6"with J-notch

5/4" x 8"

5/4" x 10"

5/4" x 12"

1" x 3 1/2"

1" x 3 1/2"

1" x 4 1/2"

1" x 4 1/2"

1" x 5 1/2"

1" x 5 1/2"

1" x 7 1/4"

1" x 11 1/4"

1" x 11 1/4"

18'

18'

18'

18'

18'

18'

18'

18'

18'

Full Unit

Half Unit*

Ply Pak

Full Unit

Half Unit*

Ply Pak

Full Unit

Half Unit*

Ply Pak

Full Unit

Half Unit*

Full Unit

Full Unit

180

90

3

88

44

2

88

44

2

88

44

44

44

Piec

es pe

r Ply

Pak

3

3

2

2

2

2

2

1

1

Desc

riptio

n

* Half Units must be purchased in multiples of 2.

Total

Pcs

. per

Sell

ing U

nit

5/4" Cellular PVC Trim Smooth / Smooth

5/4" Cellular PVC Corner Woodgrain

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

Includes sealed edges

Includes sealed edges1"

SMOOTH

SMOOTH

1"

WOODGRAIN

* Half Units must be purchased in multiples of 2.

Actu

al

Leng

th

Selli

ng U

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Item N

umbe

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277071088

277091088

277072088

277092088

277073088

277093088

277088088

277089088

277090088

5/4" x 4"

5/4" x 4" with J-notch

5/4" x 5"

5/4" x 5"with J-notch

5/4" x 6"

5/4" x 6"with J-notch

5/4" x 8"

5/4" x 10"

5/4" x 12"

1" x 3 1/2"

1" x 3 1/2"

1" x 4 1/2"

1" x 4 1/2"

1" x 5 1/2"

1" x 5 1/2"

1" x 7 1/4"

1" x 11 1/4"

1" x 11 1/4"

18'

18'

18'

18'

18'

18'

18'

18'

18'

Full Unit

Half Unit*

Ply Pak

Full Unit

Half Unit*

Ply Pak

Full Unit

Half Unit*

Ply Pak

Full Unit

Half Unit*

Full Unit

Full Unit

180

90

3

88

44

2

88

44

2

88

44

44

44

Piec

es pe

r Ply

Pak

3

3

2

2

2

2

2

1

1

Desc

riptio

n

Actu

al

Leng

th

Selli

ng U

nit

Item N

umbe

r

277041088

277043088

277045088

277047088

277049088

277051088

4" x 4"

4" x 4"

4" x 4" with J-notch

6" x 6"

6" x 6"

6" x 6" with J-notch

3 1/2" x 3 1/2"

3 1/2" x 3 1/2"

3 1/2" x 3 1/2"

5 1/2" x 5 1/2"

5 1/2" x 5 1/2"

5 1/2" x 5 1/2"

12'

20'

20'

12'

20'

20'

Ply Pak

Ply Pak

Ply Pak

Ply Pak

Ply Pak

Ply Pak

1

1

1

1

1

1

Desc

riptio

n

* Half Units must be purchased in multiples of 2.

Total

Pcs

. per

Sell

ing U

nit

Total

Pcs

. per

Sell

ing U

nit

5/4" Cellular PVC Skirt Board Woodgrain

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

1"

WOODGRAIN

5/4" Cellular PVC Corner Smooth

Includes sealed edges

1"

SMOOTH

Actu

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Leng

th

Selli

ng U

nit

Item N

umbe

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277040088

277042088

277044088

277046088

277048088

277050088

4" x 4"

4" x 4"

4" x 4" with J-notch

6" x 6"

6" x 6"

6" x 6" with J-notch

3 1/2" x 3 1/2"

3 1/2" x 3 1/2"

3 1/2" x 3 1/2"

5 1/2" x 5 1/2"

5 1/2" x 5 1/2"

5 1/2" x 5 1/2"

12'

20'

20'

12'

20'

20'

Ply Pak

Ply Pak

Ply Pak

Ply Pak

Ply Pak

Ply Pak

1

1

1

1

1

1

Desc

riptio

n

Leng

th

Selli

ng U

nit

Item N

umbe

r

277200088

277083088

277084088

4" Skirt Board

6" Skirt Board

8" Skirt Board

2 1/8"

5 1/2"

7 1/4"

18'

18'

18'

Ply Pak

Ply Pak

Ply Pak

2

2

2

Desc

riptio

n

Face

Dim

ensio

n

Total

Pcs

. per

Sell

ing U

nit

Total

Pcs

. per

Sell

ing U

nit

5/4" Cellular PVC Skirt Board Smooth

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

1"

SMOOTH

Face

Dim

ensio

n

Leng

th

Selli

ng U

nit

Item N

umbe

r

277203088

277201088

277202088

4" Skirt Board

6" Skirt Board

8" Skirt Board

2 1/8"

5 1/2"

7 1/4"

18'

18'

18'

Ply Pak

Ply Pak

Ply Pak

2

2

2

Desc

riptio

n

1/2" Notched Reversible Bead Board Smooth

NOTE: Painting recommended for this item.

Actu

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Selli

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Item N

umbe

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277085088 1/2" Notched

Reversible

Bead Board

6" 18' Ply Pak 4

Desc

riptio

n

Total

Pcs

. per

Sell

ing U

nit

Total

Pcs

. per

Sell

ing U

nit

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

Cellular PVC Sheet Woodgrain / Smooth

Includes sealed edges

48"

WOODGRAIN

SMOOTH

Actu

al

Leng

th

Selli

ng U

nit

Item N

umbe

r

277052088

277053088

277054088

277055088

1/2" PVC Sheet

5/8" PVC Sheet

1" PVC Sheet

5/4" PVC Sheet

1/2" x 48" x 96"

5/8" x 48" x 96"

3/4" x 48" x 96"

1" x 48" x 96"

8'

8'

8'

8'

Full Unit

Full Unit

Full Unit

Full Unit

10

10

10

10

Piec

es pe

r Ply

Pak

NA

NA

NA

NA

Desc

riptio

n

Cellular PVC 48" Sheet Smooth / Smooth

48"

SMOOTH

SMOOTH

Actu

al

Leng

th

Selli

ng U

nit

Item N

umbe

r

277204088

277205088

277094088

277095088

277096088

277097088

3/8" PVC Sheet

3/8" PVC Sheet

1/2" PVC Sheet

5/8" PVC Sheet

1" PVC Sheet

5/4" PVC Sheet

3/8" x 48" x 96"

3/8" x 48" x 120"

1/2" x 48" x 96"

5/8" x 48" x 96"

3/4" x 48" x 96"

1" x 48" x 96"

8'

10'

8'

8'

8'

8'

Full Unit

Full Unit

Full Unit

Full Unit

Full Unit

Full Unit

20

20

10

10

10

10

Piec

es pe

r Ply

Pak

NA

NA

NA

NA

NA

NA

Desc

riptio

n

Includes sealed edges

Total

Pcs

. per

Sell

ing U

nit

Total

Pcs

. per

Sell

ing U

nit

Cellular PVC Post Wrap and Accent Smooth

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

Includes sealed edges

Post

Size

Leng

th

Selli

ng U

nit

Posts

per S

ellin

g Uni

t

Item N

umbe

r

277074088

277075088

277076088

277077088

277078088

277079088

277080088

277081088

277082088

4" Post Wrap

4" Post Wrap

6" Post Wrap

6" Post Wrap

8" Post Wrap

8" Post Wrap

4" Accent

6" Accent

8" Accent

3 1/2" x 3 1/2"

3 1/2" x 3 1/2"

5 1/2" x 5 1/2"

5 1/2" x 5 1/2"

7 1/4" x 7 1/4"

7 1/4" x 7 1/4"

3 1/2" x 3 1/2"

5 1/2" x 5 1/2"

7 1/4" x 7 1/4"

8'6"

10'

8'6"

10'

8'6"

10'

10"

10"

10"

Ply Pak

Ply Pak

Ply Pak

Ply Pak

Ply Pak

Ply Pak

Carton

Carton

Carton

2

2

2

2

2

2

2

2

2

Piec

es pe

r Sell

ing U

nit

8

8

8

8

8

8

8

8

8

Desc

riptio

n

1/2"

1/2"

Des

cript

ion

Len

gth

Selli

ng U

nit

Item N

umbe

r

277101088

277102088

277103088

277104088

277105088

277106088

277107088

1/2" X 5-1/2" Bead Board

1 1/4" X 2" Brick Mould

1 1/4" X 2" Brick Mould

1 1/4" X 3" Brick J Mould

11/16" X 5 1/4" Crown

11/16" X 4 5/8" Crown

9/16" X 3 5/8" Crown

18'

7'

17'6"

17'6"

16'

16'

16'

Ply Pak

Carton

Carton

Carton

8

6

6

8

6

7

11

Ply Pak

Ply Pak

Ply Pak

3

9

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

Mouldings

1/2"

6 1/4"

2"

1 1/4"

2"

1 1/4"

3"

1 1/4"

11/16"

5 1/4"

11/16"

4 5/8"

9/16"

3 5/8"

Total

Pcs

. per

Sell

ing U

nit

277108088

277109088

277110088

277111088

277112088

277113088

277114088

3/4" X 3/4" Quarter Round

3/4" X 3/4" Cove/Scotia

11/16" X 1 5/8" Drip Cap

11/16" X 1 1/8" Base Cap

11/16" X 1 5/8" Shingle’

9/16" X 1 3/4" Bed Mould

16'

16'

16'

16'

16'

16'

16'

Carton

Carton

Carton

Carton

Carton

Carton

Carton

38

38

22

32

18

24

101 1/16" x 2"

Rake Moulding

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

Mouldings

3/4"

3/4" 3/4"

11/16"

1 5/8"

11/16"

1 1/8"

11/16"

1 1/8"

9/16"

1 1/16"

1 3/4"

1/2"

2"

Des

cript

ion

Len

gth

Selli

ng U

nit

Item N

umbe

r

Total

Pcs

. per

Sell

ing U

nit

277115088

277116088

277117088

277118088

277119088

277120088

277121088

16'

16'

16'

16'

16'

16'

16'

Carton

Carton

Carton

Carton

Carton

Carton

Carton

8

5

8

6

10

8

20

1 1/2" x 1 1/2"

Baluster/ Inside Corner

1 1/16" X 3 1/2"

Adams Casing

1 11/32" x 1 3/16"

Back Band (adj)

1 3/8" X 1 1/2"

Sub Sill nose

2" x 3/8"

Flex Garage Door Trim

1 3/4" x 2 1/32"

Historic Sill

1 13/32" x 2 1/16"

Rams Crown

Mouldings

NOTE: Product is naturally white, but can be painted. Please see Installation Guide for painting instructions.

2 1/16"

2 1/32"

1 1/2"

3 1/2"

1 3/16"

1 13/32"

1 3/4"

1 1/2"

1 1/16"

1 11/32"

1 3/8" 1 17/32"

1 1/2"

3/8"

2"

Des

cript

ion

Len

gth

Selli

ng U

nit

Item N

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Total

Pcs

. per

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Colonial Slate†

TruDefinition®

DURATION® Shingles with Patented SureNail ® Technology

TruDefinition® Duration® Shingles are specially formulated to provide great contrast and dimension to any roof. Through the use of multiple granule colors and shadowing, TruDefinition® Duration® Shingles offer a truly unique and dramatic effect. This exclusive combination of color and depth is what makes TruDefinition® Duration® Shingles like no other.

TruDefinition® Duration® Shingles are available in popular colors with bold, lively contrast and complementing shadow lines for greater dimension. They feature a Limited Lifetime Warranty*/‡‡ (for as long as you own your home) and a 130-MPH Wind Resistance Limited Warranty*. TruDefinition® Duration® Shingles are produced with StreakGuard™ Protection to inhibit the growth of airborne blue-green algae* that can cause unsightly dark streaks on your roof. Owens Corning provides a 10-year Algae Resistance Limited Warranty.* Beyond the outstanding curb appeal and impressive warranty coverage, they also come with the advanced performance of patented SureNail® Technology.

Bold contrast. Deep dimension. TruDefinition.®

TruDefinition®

DURATION® Shingles with Patented SureNail ® Technology

The SureNail® Difference — A technological breakthrough in roofing. The innovative features of

Owens Corning® TruDefinition® Duration® Shingles with patented SureNail® Technology offer the following:

Breakthrough Design. Featuring a tough, woven engineered reinforcing fabric to deliver consistent fastening during installation.

Triple Layer Protection.® A unique “triple layer” of reinforcement occurs when the fabric overlays the common bond of the shingle laminate layers that offers excellent fastener holding power.

Outstanding Grip. Our enhanced Tru-Bond®‡ sealant grips tightly to the engineered fabric nailing strip on the shingle below.

Excellent Adhesive Power. Specially formulated, wide adhesive bands help keep shingle layers laminated together.

Exceptional Wind Resistance. Engineered to deliver 130-MPH* wind warranty performance with only 4 nails. Fewer nails required can mean fewer deck penetrations.

Excellent Adhesive Power

Outstanding Grip

Breakthrough Design

Triple Layer Protection®+

Double the Common Bond

“No Guess” Wide Nailing ZoneTe

ak†

Teak†

Colonial Slate†

Amber†

Sierra Gray†

Desert Tan† Brownwood†

Quarry Gray† Shasta White†

COLORS AVAILABLE IN ALL SERVICE AREAS — see map below

Driftwood†

Terra Cotta†

Teak† Onyx Black†

Chateau Green†

Estate Gray†

Colonial Slate† Harbor Blue†

Slatestone Gray†Not available in Service Areas 4, 5, 7, 9.

Terra Cotta†

Estate Gray†

ADDITIONAL COLORS AVAILABLE BY SERVICE AREA — see map below

COLOR AVAILABILITY MAP

Product Attributes Warranty Length*

Limited Lifetime‡‡ (for as long as you own your home)

Wind Resistance Limited Warranty*

130 MPH

Algae Resistance Limited Warranty*

10 Years

TruPROtection® Non-Prorated Limited Warranty* Period

10 Years

TruDefinition® Duration® Shingles Product Specifications

Nominal Size 131⁄4" x 393⁄8"

Exposure 55⁄8"

Shingles per Square 64

Bundles per Square 3

Coverage per Square 98.4 sq. ft.

Applicable Standards and CodesASTM D228

ASTM D3018 (Type 1)

ASTM D3161 (Class F Wind Resistance)

ASTM D3462

ASTM D7158 (Class H Wind Resistance)

ASTM E108/UL 790 (Class A Fire Resistance)

ICC-ES AC438#

UL ER2453-01##

CSA A123.5

Shasta White color meets ENERGY STAR® requirements for initial

solar reflectance of 0.25 and 3-year aged solar reflectance of 0.15;

2013 California Building Energy Efficiency Standards, Title 24, Part

6 requirements; rated by the Cool Roof Rating Council (CRRC).

Similar to the energy-efficient appliances in your home, roofing products can provide energy-

saving qualities. Owens Corning® ENERGY STAR®-qualified shingles can help reduce your heating and cooling bills when installed properly. These shingles reflect solar energy, decreasing the amount of heat transferred to a home’s interior — and the amount of air conditioning needed to keep it comfortable. Actual savings will vary based on geographic location and individual building characteristics. Call 1-800-GET-PINK® or 1-888-STAR-YES for more information.

ENERGY STAR® IS FOR ROOFS TOO

* See actual warranty for complete details, limitations and requirements. ** 2016 Roofing Homeowner Brand Awareness Survey by Owens Corning Roofing and Asphalt, LLC. † Owens Corning Roofing strives to accurately reproduce photographs of shingles. Due to manufacturing variances, the limitations of the printing process and the variations in

natural lighting, actual shingle colors and granule blends may vary from the photo. The pitch of your roof can also impact how a shingle looks on your home. We suggest that you view a roofing display or several shingles to get a better idea of the actual color. To accurately judge your shingle and color choice, we recommend that you view it on an actual roof with a pitch similar to your own roof prior to making your final selection. Color availability subject to change without notice. Ask your professional roofing contractor for samples of colors available in your area.

†† The amount of Triple Layer Protection® may vary on shingle-to-shingle basis. ‡ Tru-Bond ® is a proprietary premium weathering-grade asphalt sealant that is blended by Owens Corning Roofing and Asphalt, LLC. ‡‡ 40-Year Limited Warranty on commercial projects. Owens Corning Roofing Preferred Contractors are independent contractors and are not an affiliate of Owens Corning Roofing and Asphalt, LLC, or its affiliated companies. SureNail® Technology is proprietary with U.S. and foreign protection including U.S. Patent Nos. 6,471,812; 7,836,654; 8,156,704; 8,181,413; 8,240,102; 8,430,983;

8,607,521; 8,623,164; 8,752,351; 8,991,130; 9,121,178; and other patents pending. SureNail® Technology is not a guarantee of performance in all weather conditions. SureNail® Technology is available only on Owens Corning® Duration® Series Shingles. ENERGY STAR and the ENERGY STAR mark are registered trademarks of the U.S. Environmental Protection Agency. # International Code Council Evaluation Services Acceptance Criteria for Alternative Asphalt Shingles. ## Underwriters Laboratories Evaluation Service Evaluation Report. ^ Excludes non-Owens Corning® roofing products such as flashing, fasteners and wood decking.

HOME SWEET HOMEYour home is your sanctuary. It’s the place where you want to feel the most comfortable. Safe. Protected. But no matter how much you love your house, it seems the work is never completely done. And if purchasing a new roof is on your to-do list, it may seem like a daunting task — especially if your roof is already damaged or leaking. Since a roof plays such an important role in protecting you and your family from the elements, you realize that you can’t let the damage get out of hand.

Don’t worry, we know that a roof replacement project is a big, important decision. You can feel confident about choosing our roofing products — Owens Corning has been a recognized leader in the building industry for over 75 years. In fact, we’re America’s most trusted roofing brand.** Not only can we help you choose the right shingle and roofing system components, we can also help you select the right contractor for the job — an Owens Corning Roofing Preferred Contractor.

Together we can make this a positive experience — an opportunity, really. This is your chance to choose a roof that not only has outstanding performance, but also has exceptional beauty. So for years to come, you’ll feel great every time you pull in the driveway.

Protected. Proud. Home.

OWENS CORNING ROOFING AND ASPHALT, LLC ONE OWENS CORNING PARKWAY TOLEDO, OHIO, USA 43659

1-800-GET-PINK® www.owenscorning.com/roofing

(Brookville, Kearny, Medina, Minneapolis, Summit)

Pub. No. 10013980-G. Printed in U.S.A. May 2017. THE PINK PANTHER™ & © 1964–2017 Metro-Goldwyn-Mayer Studios Inc. All Rights Reserved. The color PINK is a registered trademark of Owens Corning. © 2017 Owens Corning. All Rights Reserved.

Total Protection Roofing System®^

Owens Corning® Total Protection Roofing System®^ integrates engineered Owens Corning® components

that work together to address these three primary performance areas, critical to a high-performance roof,

while also making it easy to understand the importance of each. With Owens Corning, it’s easy to

confidently deliver total protection, beauty and peace of mind.®

TOTAL PROTECTION SIMPLIFIED™

Starter ShinglesShingles

Hip & Ridge Shingles

Intake VentsExhaust Vents

Ice & Water Barrier Synthetic Underlayment

HELPS CREATE A WATER-PROOF BARRIER

HELPS PROTECT AGAINST NATURE’S ELEMENTS

FOR BALANCEDATTIC VENTILATION

Revised: Oct 28, 2015

SHER-CRYL™ HPAHIGH PERFORMANCE ACRYLIC

B66-300 SerieS GloSSB66-350 SerieS Semi-GloSS

Protective &

MarineCoatings

1.26

www.sherwin-williams.com/protective

Product descriPtion

SHER-CRYL HPA is a new technology, ambient cured, one compo-nent acrylic coating with superior exterior performance properties. Provides performance comparable to high performance solvent based coatings such as urethanes and epoxies.• Chemicalresistant• Superiorcolorandglossretention• Outstandingearlymoistureresistance• Flashrust/earlyrustresistant•Lowodor,lowVOC•Corrosionresistant• Fastdry• Outstandingapplicationcharacteristics

Product characteristics

Finish: HighGlossorSemi-Gloss

Color: Wide range of colors available

Volume Solids: 38.5% ± 2%, Ultra White

Weight Solids: 51% ± 2%, Ultra White

VOC (EPA Method 24): <200g/L;1.66lb/gal

Recommended Spreading Rate per coat:Minimum Maximum

Wet mils (microns) 6.0 (150) 10.0 (250)Dry mils (microns) 2.5 (63) 4.0 (100)~Coverage sq ft/gal (m2/L) 154 (3.8) 247 (6.0)Theoretical coverage sq ft/gal (m2/L)@1mil/25micronsdft 616 (15.1)

NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance.

Drying Schedule @ 7.0 mils wet (175 microns):@ 50°F/10°C @ 77°F/25°C @ 120°F/49°C

50% RHTo touch: 1 hour 30 minutes 5 minutesTo handle: 8 hours 5 hours 15 minutesTo recoat: 8 hours 5 hours 15 minutesTo cure: 30 days 30 days 30 daysDrying time is temperature, humidity, and film thickness dependent.

Shelf Life: 36 months, unopenedStoreindoorsat50°F(10°C)to100°F(38°C)

Flash Point: >230°F(110°C)PMCC,mixedReducer: Water

R8K10 - WB Hot WeatherReducer up to 10%

Clean Up: Water

continued on back

recommended usesForuseoverprepared:• Steel • Galvanizing • Wood• Aluminum • Concrete • Masonry• ZincrichprimersExamples:• Buildings • StorageTanks • Watertreatmentplants• Machinery • Equipment • NewConstruction• Powerplants • Piping • StructuralSteel• SelectMarineStructures

• SuitableforuseinUSDAinspectedfacilities• Canbeusedasadryfallcoatingundercertainenvironmentalconditions(seeApplicationBulletin)

• ConformstoAWWAD102OCS#3• Acceptableforuseinhighperformancearchitecturalapplications• Acceptableforinterioruse/drywall• ConformstoMPI#'s154&164(Gloss);141,153,&163(Semi-

Gloss)• ComplieswithperformancecriteriaofSSPCPaint24.• FIRETEXHydrocarbonCoatings

Performance characteristics

Substrate*:SteelSurface Preparation*:SSPC-SP10System Tested*: 2cts.Sher-CrylHPA@3.0mils(75microns)dft/ct

*unless otherwise noted below

Test Name Test Method ResultsAdhesion ASTMD4541 946psi

Corrosion Weathering1

ASTMD5894,10cycles, 3,360 hours

Rating9perASTMD610forrusting;Rating10perASTMD714forblistering

Direct Impact Resistance ASTMD2794 >100 in. lbs.

Dry Heat Resistance ASTMD2485 300°F(149°C)Exterior Durability 3years,45°South Excellent

Flexibility ASTMD522,180°bend, 1/8" mandrel Passes

Humidity Resistance1

ASTMD4585,1,250hours

Rating9perASTMD1654forcorrosion;Rating10perASTMD714forblistering

Pencil Hardness ASTMD3363 2B

Salt Fog Resistance1

ASTMB117,1,250hours

Rating9perASTMD1654forcorrosion;Rating10perASTMD714forblistering

Thermal Cycling ASTMD2246,10cycles Passes

Footnote:1 1 ct. Sher-Cryl HPA over 1 ct. Pro Industrial Pro-Cryl Universal PrimerProvides performance comparable to products formulated to fed-eralspecification:AA50570,andPaintSpecification:SSPC-Paint23and24.

Revised: Oct 28, 2015

SHER-CRYL™ HPAHIGH PERFORMANCE ACRYLIC

B66-300 SerieS GloSSB66-350 SerieS Semi-GloSS

Protective &

MarineCoatings

1.26

www.sherwin-williams.com/protective

surface PreParation

Surfacemustbeclean,dry,andinsoundcondition.Removealloil,dust, grease, dirt, loose rust, and other foreign material to ensure adequateadhesion.

Do not use hydrocarbon solvents for cleaning.

RefertoproductApplicationBulletinfordetailedsurfacepreparationinformation.

Minimumrecommendedsurfacepreparation: Iron&Steel: SSPC-SP2 Aluminum: SSPC-SP1 Galvanizing: SSPC-SP1 Concrete&Masonry: SSPC-SP13/NACE6,or ICRINo.310.2R,CSP1-3* Wood: Dryandsandedsmooth* PrefinishedSiding: SSPC-SP1* Requiresprimer

Surface Preparation StandardsCondition of Surface

ISO 8501-1BS7079:A1

Swedish Std.SIS055900 SSPC NACE

WhiteMetal Sa3 Sa3 SP5 1NearWhiteMetal Sa2.5 Sa2.5 SP10 2CommercialBlast Sa2 Sa2 SP6 3Brush-Off Blast Sa1 Sa1 SP7 4HandToolCleaning Rusted CSt2 CSt2 SP2 -

Pitted&Rusted DSt2 DSt2 SP2 -PowerToolCleaning Rusted CSt3 CSt3 SP3 -

Pitted&Rusted DSt3 DSt3 SP3 -

tinting

TintwithCCEorEnviroTonercolorantsat100%strength.DonotuseBAC.

Fiveminutesminimummixingonamechanicalshakerisrequiredforcomplete mixing of color.

aPPlication conditions

Temperature: 50°F(10°C)minimum,120°F(49°C) maximum (air, surface, and material) Atleast5°F(2.8°C)abovedewpointRelative humidity: 85% maximum

RefertoproductApplicationBulletinfordetailedapplicationinformation.

ordering information

Packaging: 1gallon(3.78L)and5gallon(18.9L) containersWeight: 10.30±0.2lb/gl 1.24Kg/L

safety PrecautionsRefertotheMSDSsheetbeforeuse.

Published technical data and instructions are subject to change without notice. ContactyourSherwin-Williamsrepresentativeforadditionaltechnicaldataandinstructions.

WarrantyTheSherwin-WilliamsCompanywarrantsourproductstobefreeofmanufactur-ingdefectsinaccordwithapplicableSherwin-Williamsqualitycontrolprocedures.Liabilityforproductsprovendefective,ifany,islimitedtoreplacementofthedefec-tive product or the refund of the purchase price paid for the defective product as determinedbySherwin-Williams.NOOTHERWARRANTYORGUARANTEEOFANYKINDISMADEBYSHERWIN-WILLIAMS,EXPRESSEDORIMPLIED,STATUTORY,BYOPERATIONOFLAWOROTHERWISE,INCLUDINGMER-CHANTABILITYANDFITNESSFORAPARTICULARPURPOSE.

Product information

recommended systems Dry Film Thickness / ct. Mils (Microns)Steel:2cts. Sher-CrylHPA 2.5-4.0 (63-100) Steel:1ct. ProIndustrialPro-Cryl 2.0-4.0 (50-100) Universal Primer1-2cts.Sher-CrylHPA 2.5-4.0 (63-100)Steel:1ct. DTMAcrylicPrimer/Finish 2.5-5.0 (63-125)or KemBondHS 2.0-5.0 (50-125)or ZincCladPrimer 3.0-5.0 (75-125)2cts. Sher-CrylHPA 2.5-4.0 (63-100)

Steel:1ct. ZincCladXI 3.0-4.0 (75-100)2cts. Sher-CrylHPA 2.5-4.0 (63-100)

Aluminum:2cts. Sher-CrylHPA 2.5-4.0 (63-100)

Aluminum:1ct. DTMWashPrimer 0.7-1.3 (18-32)2cts. Sher-CrylHPA 2.5-4.0 (63-100)

Galvanizing:2cts. Sher-CrylHPA 2.5-4.0 (63-100)

Concrete Block:1ct. HeavyDutyBlockFiller 10.0-18.0 (250-450)2cts. Sher-CrylHPA 2.5-4.0 (63-100)

Concrete/Masonry:2cts. Sher-CrylHPA 2.5-4.0 (63-100)

Prefinished Siding: (Baked-on finishes)1ct. DTMBondingPrimer 2.0-5.0 (50-125)2cts. Sher-CrylHPA 2.5-4.0 (63-100)Wood, exterior:1ct. A-100ExteriorOilWoodPrimer1.5 (38)2cts. Sher-CrylHPA 2.5-4.0 (63-100)Wood, interior:1ct. PremiumWall&WoodPrimer 1.8 (45)2cts. Sher-CrylHPA 2.5-4.0 (63-100)

Thesystemslistedabovearerepresentativeoftheproduct'suse,other systems may be appropriate.

disclaimerTheinformationandrecommendationssetforthinthisProductDataSheetarebasedupontestsconductedbyoronbehalfofTheSherwin-WilliamsCompany.Suchinformationandrecommendationssetforthhereinaresubjecttochangeandpertaintotheproductofferedatthetimeofpublication.ConsultyourSherwin-WilliamsrepresentativetoobtainthemostrecentProductDataInformationandApplicationBulletin.

Revised: Oct 28, 2015

SHER-CRYL™ HPAHIGH PERFORMANCE ACRYLIC

B66-300 SerieS GloSSB66-350 SerieS Semi-GloSS

Protective &

MarineCoatings

1.26

www.sherwin-williams.com/protective

surface PreParationsSurfacemustbeclean,dry,andinsoundcondition.Removealloil,dust, grease, dirt, loose rust, and other foreign material to ensure adequateadhesion.Do not use hydrocarbon solvents for cleaning.Iron & SteelMinimumsurfacepreparation isHandToolCleanperSSPC-SP2.RemovealloilandgreasefromsurfaceperSSPC-SP1.Forbetterperformance,useCommercialBlastCleaningperSSPC-SP6.Primerrecommended for best performance.AluminumRemove all oil, grease, dirt, oxide and other foreign material per SSPC-SP1.GalvanizingThesurfaceshouldbeweatheredfor6monthspriortopainting.Re-movealloilandgreaseperSSPC-SP1.RustygalvanizingrequiresaminimumofHandToolCleaningperSSPC-SP2.PrimeareathesamedayascleanedwithProIndustrialPro-Cryl.Concrete and MasonryForsurfacepreparation,refertoSSPC-SP13/NACE6orICRINo.310.2R,CSP1-3.Surfacesshouldbethoroughlycleanedanddry.Surfacetemperaturesmustbeatleast55°F(13°C) beforefilling.Ifrequiredforasmootherfinish,useHeavyDutyBlockFiller,B42W46.Fillermustbe thoroughlydrybefore topcoatingpermanufacturer'srecommendations.Weathered masonry and soft or porous cement board must be brush blasted or power tool cleaned to remove loosely adhering contamina-tionandtogettoahard,firmsurface.ApplyonecoatLoxonCondi-tioner, following label recommendations.WoodSurfacemust be clean, dry and sound.Primewith recommendedprimer.Nopaintingshouldbedoneimmediatelyafterarainorduringfoggy weather. Knots and pitch streaks must be scraped, sanded and spotprimedbeforefullcoatofprimerisapplied.Allnailholesorsmallopenings must be properly caulked.Pre-Finished Siding:Remove oil, grease, dirt, oxides, and other contaminants from the sur-facebycleaningperSSPC-SP1orwaterblastingperNACEStandardRP-01-72.Alwayschecksforcompatibilityofthepreviouslypaintedsurfacewiththenewcoatingbyapplyingatestpatchof2-3squarefeet.Allowtodrythoroughlyfor1weekbeforecheckingadhesion.DTMBondingPrimerisrequired.Previously Painted SurfacesIfinsoundcondition,cleanthesurfaceofallforeignmaterial.Smooth,hard or glossy coatings and surfaces should be dulled by abrading the surface.Applyatestarea,allowingpainttodryoneweekbeforetestingadhesion.Ifadhesionispoor,additionalabrasionofthesurfaceand/or removal of the previous coating may be necessary. Retest surface foradhesion.Ifpaintispeelingorbadlyweathered,cleansurfacetosound substrate and treat as a new surface as above.

Surface Preparation StandardsCondition of Surface

ISO 8501-1BS7079:A1

Swedish Std.SIS055900 SSPC NACE

WhiteMetal Sa3 Sa3 SP5 1NearWhiteMetal Sa2.5 Sa2.5 SP10 2CommercialBlast Sa2 Sa2 SP6 3Brush-Off Blast Sa1 Sa1 SP7 4HandToolCleaning Rusted CSt2 CSt2 SP2 -

Pitted&Rusted DSt2 DSt2 SP2 -PowerToolCleaning Rusted CSt3 CSt3 SP3 -

Pitted&Rusted DSt3 DSt3 SP3 -

aPPlication Bulletin

aPPlication conditions

Temperature: 50°F(10°C)minimum,120°F(49°C) maximum (air, surface, and material) Atleast5°F(2.8°C)abovedewpoint

Relative humidity: 85% maximum

aPPlication equiPment

Thefollowingisaguide.Changesinpressuresandtipsizesmaybeneededforproperspraycharacteristics.Alwayspurgesprayequipmentbeforeusewithlistedreducer.AnyreductionmustbecompliantwithexistingVOCregulationsandcompatiblewiththeexisting environmental and application conditions.

Reducer ............................Water R8K10 - WB Hot Weather Reducer up to 10%Clean Up ..........................Water

Airless Spray Pressure.........................1500 psi Hose...............................1/4"ID Tip ...................................017"-.021" Filter ...............................60 mesh Reduction .......................Notrecommended

Conventional Spray Gun ................................Binks 95 FluidNozzle ...................66 AirNozzle.......................63PB AtomizationPressure .....50 psi FluidPressure ................15-20 psi Reduction .......................Asneededupto12½%byvolume

Brush Brush..............................Nylon/polyester Reduction .......................Notrecommended

Roller Cover .............................3/8" woven solvent resistant core Reduction .......................Notrecommended

Ifspecificapplicationequipmentisnotlistedabove,equivalentequipmentmaybesubstituted.

continued on back

Revised: Oct 28, 2015

SHER-CRYL™ HPAHIGH PERFORMANCE ACRYLIC

B66-300 SerieS GloSSB66-350 SerieS Semi-GloSS

Protective &

MarineCoatings

1.26

www.sherwin-williams.com/protective

aPPlication Bulletin

aPPlication Procedures

Surfacepreparationmustbecompletedasindicated.

Mixing Instructions:Mixpaintthoroughlytoauniformconsistencywith low speed power agitation prior to use.

Applypaintattherecommendedfilmthicknessandspreadingrate as indicated below:

Recommended Spreading Rate per coat:Minimum Maximum

Wet mils (microns) 6.0 (150) 10.0 (250)Dry mils (microns) 2.5 (63) 4.0 (100)~Coverage sq ft/gal (m2/L) 154 (3.8) 247 (6.0)Theoretical coverage sq ft/gal (m2/L)@1mil/25micronsdft 616 (15.1)

NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance.

Drying Schedule @ 7.0 mils wet (175 microns):@ 50°F/10°C @ 77°F/25°C @ 120°F/49°C

50% RHTo touch: 1 hour 30 minutes 5 minutesTo handle: 8 hours 5 hours 15 minutesTo recoat: 8 hours 5 hours 15 minutesTo cure: 30 days 30 days 30 daysDrying time is temperature, humidity, and film thickness dependent.

Application of coating abovemaximumor belowminimumrecommended spreading rate may adversely affect coating performance.

clean uP instructions

Cleanspillsandspattersimmediatelywithsoapandwarmwater.Cleanhandsandtoolsimmediatelyafterusewithsoapandwarmwater.Aftercleaning,flushsprayequipmentwithMineralSpiritstopreventrustingoftheequipment.Followmanufacturer'ssafetyrecommendationswhenusingMineralSpirits.

disclaimerTheinformationandrecommendationssetforthinthisProductDataSheetarebasedupontestsconductedbyoronbehalfofTheSherwin-WilliamsCompany.Suchinformationandrecommendationssetforthhereinaresubjecttochangeandpertaintotheproductofferedatthetimeofpublication.ConsultyourSherwin-WilliamsrepresentativetoobtainthemostrecentProductDataInformationandApplicationBulletin.

Performance tiPs

Stripecoatallcrevices,welds,andsharpanglestopreventearlyfailurein these areas.

When using spray application, use a 50% overlap with each pass of theguntoavoidholidays,bareareas,andpinholes.Ifnecessary,crossspray at a right angle

Duringtheearlystagesofdrying,thecoatingissensitivetorain,dew,high humidity, and moisture condensation. Plan painting schedules to avoidtheseinfluencesduringthefirst16-24hoursofcuring.

Spreadingratesarecalculatedonvolumesolidsanddonotincludeanapplicationlossfactorduetosurfaceprofile,roughnessorporosityofthesurface,skillandtechniqueoftheapplicator,methodofapplica-tion, various surface irregularities, material lost during mixing, spillage, overthinning,climaticconditions,andexcessivefilmbuild.

Excessivereductionofmaterialcanaffectfilmbuild,appearance,andadhesion.

Application temperature above 95°F (35°C) may cause dry spray, uneven sheen, and poor adhesion.

Applicationtemperaturebelow50°F(10°C)may cause poor adhesion and lengthen the drying and curing time.

Sher-CrylAcrylic is extremely sensitive to hydrocarbon containingsolvents.When cleaning the surface perSSPC-SP1, use only anemulsifyingindustrialdetergent,followedbyawaterrinse.Donotusehydrocarbon containing solvents.

Do not use hydrocarbon solvents for cleaning.

RefertoProductInformationsheetforadditionalperformancecharac-teristics and properties.

Sher-Crylcanbeusedasadryfallcoating incertainenvironmentalconditions. Testproductbeforeeachapplication. Testbyspraying15-25 feet towardpaint container. Allmaterial should readilywipeclean.Temperatureandhumiditywillaffectabilitytodryfall.Hotsur-facewillcauseoverspraytobondtosurface.Alwayscleanoversprayimmediately from hot surfaces.

RefertoProductInformationsheetforadditionalperformancecharacteristics and properties.

safety PrecautionsRefertotheMSDSsheetbeforeuse.

Published technical data and instructions are subject to change without notice. ContactyourSherwin-Williamsrepresentativeforadditionaltechnicaldataandinstructions.

WarrantyTheSherwin-WilliamsCompanywarrantsourproductstobefreeofmanufacturingdefects inaccordwithapplicableSherwin-Williamsqualitycontrolprocedures.Liabilityforproductsprovendefective,ifany,islimitedtoreplacementofthede-fective product or the refund of the purchase price paid for the defective product asdeterminedbySherwin-Williams.NOOTHERWARRANTYORGUARANTEEOFANYKINDISMADEBYSHERWIN-WILLIAMS,EXPRESSEDORIMPLIED,STATUTORY,BYOPERATIONOFLAWOROTHERWISE,INCLUDINGMER-CHANTABILITYANDFITNESSFORAPARTICULARPURPOSE.