ROOF SUPPLEMENTAL FOR City of Daytona Beach

ROOF SUPPLEMENTAL FORCity of Daytona Beach

Jobsite Address 25(lY KJ, [Wfii IaJ/>. Contractor Kenneth Lewis/WKL Roofing, I C. .r [—r _ , , -~ ,__, (as listed on peirmiTawlicliton)1) Job Type: Commercial U Residential FT 2) Work Type: New Roof [H ReJ£oof0' RejahD

3) Roof Deck Type: /z" Plywood B %" QSB fl 5/8" Plywood [~1 5/8" OSBfl ilBy 6Ja .10. 12" ['"]

Metal D Concrete Fl Lightweight Concrete f~1 (other) [~"|

(Provide information below in "SQUARES" example: 1,200 square feci divided by 100 =12 squares) (1 squareHOx 10")

4) Sloped Area Total Squares l\ +Flat Area Total Squares ty _=Total Squares 30

5) Sloped Roof Informatiou

6) Slope ± /\:r

7) Deck Nailing JD N/A [7] Approx. 6" en center8) SecondaryWater Barrier

(if applicable)

9) Dry In Material/Underlayment

10) Layers of Dry InMaterial

1) Roof CoveringManufacturer

12) Roof CoveringProduct

13) Roof CoveringApproval Method or

ASTM //

D N/A • Approved Tape&Tcel-N-Stick Q See ft 9

• l5#Fellt [&Peel-N-SticlD 30// FeltD Atlas Summit (Other)

07Layer • \,\[J 2 Layers

Certainteed

Landmark

D3462

4) Flat Roof Information

[3 Yes15) Positive Drainage?If "No how will it be

achieved? ->

16) DcckNailim

17) SecondaryWater Barrier

(ii' applicable)

18)l3asc~Sheet/Under layment

19) How Many 1 ayers?

20) BaseSheet/UnderlaymenlApproval Method or

ASTM ••-

21) Roof CoveringManufacturer

22) Roof CoveringProduct

23) Roof CoveringApproval Method or

astm n

No

D N/A [/] Approx. 6" on center

LJ N/A L] Approved TapeIZ] Peel-N-Stick Q See •• 18

Certainteed Flintlastic Plybase

D6401

Certainteed

Flintlastic SA Cap

D6164

24) Insured or Appraised (Just) Value of Single Family Site Built Reside mini Building Structure (ifiequhedV(Attach Properly Appraiser Assessment) $ ijJo QjA\

25) Explain Work*(Mease. Print) ^^M^tJ^V

or to use proauefsrip edge, flash in

3/11/12FILE COPY

lutam

CITY OF DAYTONA BEACH

rtit^n^ m&

which comply with the Florida Building Code 2010 . Thf"« pmHn^ck, valley material, skylights, vents, fasteners, etc.

i:2 COMPLETED CO of this sheet

riuiiua ounuint' v_.uuc winiuc rage t oxi

Business//DrnfacriMnM : product Approval

Regulation

'•

BCIS Home | Login User Registration j Hot Topics | Submit Surcharge Stats &Facts ; Publications i FBC Staff ! BCIS Site Map [ Links . Se

froriur.t Appiovai Menu > Product or Application Search > Application List > Application Detail

AFL#

Application Type

Code Version

Application Status

Comments

Archived

Product Manufacturer

Address/Phone/Email

Authorized Signature

Technical Representative

Address/Phone/Email

Quality Assurance Representative

Address/Phone/Email

Category

Subcategory

Compliance Method

FL2533-R13

Revision

2014

Approved

CertainTeed Corporation-Roofing

18 Moores Road

Malvern, PA 19355(610) 651-5847mark.d.harner(<8saint-gobain.com

Mark Harner

ma rk.d.harnerfj&sa int-gobain.com

Mark D. Harner

18 Moores Road

Malvern, PA 19355(610) [email protected]

Roofing

Modified Bitumen Roof System

Evaluation Report from a Florida Registered Architect or a LicensedFlorida Professional EngineerVi Evaluation Report. - Hardcopy Received

Florida Engineer or Architect Name who developed Robert Nieminenthe Evaluation Report

Florida License

Quality Assurance Entity

Quality Assurance Contract Expiration Date

Validated By

Certificate of Independence

Referenced Standard and Year (of Standard)

Equivalence of Product StandardsCertified By

PE-59166

UL LLC

07/03/2017

John W. Knezevich, PE

V' Validation Checklist - Hardcopy Received

FL253J R13 COI 20ll> 01 CO! Nieminen.odt

Standard. Year

ASTM D6162 2000

ASTM D6163 2000

ASTM D6164 2005

ASTM D6222 2008

ASTM D6509 2009

FM 4470 1992

FM 4474 2004

httn://www.floridabuiklini!.or2/nr/nr arm dtl.asnx?naram=wGF,VXOwtDcivweTwRFXRvl I... 7/2/7.015

rionua Diuiuiiig ûuc umuie

Sections from the Code

Product Approval Method

Date Submitted

Date Validated

Date Pending FBC Approval

Date Approved

Summary of Products

FL#

2533.1

Model, Number or Name

Flintlastic Modified BitumenRoof Systems

Limits of Use

Approved for use in HVHZ: NoApproved for use outside HVHZ: YesImpact Resistant: N/ADesign Pressure: +N/A/-630Other: 1.) Refer to ER Section 5 for Limits

of Use. 2.) The design pressure noted in thisapplication relates to one specific system.Refer to the ER Appendix for all systems andmax design pressures.

Method 1 Option D

03/16/2015

04/07/2015

04/11/2015

06/23/2015

Description

Modified Bitumen Roof Systems

rage I otl

Installation Instructions

FL2533..Bsl3„JJ. 2015.Q3 F.I.NAL2 Al ER CERTAINTE.ED MODBIT Fl253.3-R13.pdf ' " ~ " "Verified By: Robert Nieminen, PE PE-59166Created by Independent Third Party: YesEvaluation ReportsFL2533 R13 AE 2015 03 FINAL2 ER CERTAINTEED MODBIT FL2533-

Rl3.Pdf

Created by Independent Third Party: Yes

Q?"tt?ct Ms :: 1940 Worth Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824

TheStateof Florida is an AA/EEO employer. Coovnoht 2007-2013 State of Florida. :: Privacy Statement:: Accessibility Statement:: Refund Statement

Under Florida law,emailaddressesare public records. Ifyoudo not wantyoure-mail address released in responseto a public-records request,do not sendelectronic mail to this entity. Instead, contact the officeby phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursu.int to

Section455.275(1), Florida Statutes, effective October1, 2012, licenseeslicensed under Chapter455, F.S.must providethe Departmentwithan emailaddress iftheyhaveone.Theemails provided maybe usedforofficial communication with the licensee. However emailaddressesare public record. Ifyoudo notwish to

supplya personaladdress, please provide the Departmentwithan emailaddress which can be made available to the public. To determine ifyou are a licenseeunderChapter 455, F.S., please click here .

Product Approval Accepts:

httn://www.floririahiii1fiinp.orp/nr/nr arm dtl asnY^narflm—wGF.VXOwtnnvwp.TwRFX'RvT-r 7/9/901^

Appendix 1: Attachment Requirements for Wind Uplift Resistance

Table Deck Application

1A Wood New or Reroof (Tear-Offj

IB Wood New, Reroof (Tear-Off) or Recover

1C Wood New, Reroof (Tear-Off) or Recover

ID Wood New, Reroof (Tear-Off) or Recover

Wood New. Reroof (Tear-Off)

1E-2 Wood New, Reroof (Tear-Off) or Recover

IF Wood New or Reroof (Tear-Off)

2A Steel or Cone. New, Reroof (Tear-Off) or Recover

2B Steel or Cone. New, Reroof (Tear-Off) or Recover

2C Steel or Cone. New, Reroof (Tear-Off) or Recover

3A Concrete New or Reroof (Tear-Off)

3B Concrete New or Reroof (Tear-Off)

3C Concrete New or Reroof (Tear-Off)

4A LWIC New or Reroof (Tear-Off)

4B LWIC New or Reroof (Tear-Off)

LWIC New, Reroof (Tear-Off)

5A CWF New or Reroof (Tear-Off)

5B CWF New or Reroof (Tear-Off)

5C CWF New, Reroof (Tear-Off) or Recover

5D CWF New, Reroof (Tear-Off)

6A Gypsum Reroof (Tear-Off)

6B Gypsum Reroof (Tear-Off)

6C Gypsum Reroof (Tear-Off)

Gypsum Reroof 'Tear-Off1

7A Various Recover

7B Various Recover

Type Description

A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover

Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover

Mech. Attached Insulation, Bonded Roof Cover

Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover

Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover


Non-lnsuiated, Bonded Roof Cover

Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover


Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover

A-l Bonded insulation, Bonded Roof Cover

A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded RoofCover

Non-Insulated, Bonded Roof Cover

A-l Bonded insulation, Bonded Roof Cover

A-2 Mech. Attached Anchor Sheet, Bonded Insuiation, Bonded Root Cover


A-l Bonded Insulation, Bonded Roof Cover




A-l Bonded Insulation, Bonded Roof Cover


Mech. Attached Insuiation, Bonded Roof Cover

Non-Insulated, Mech. Attached Base Sheet. Bonded Roof Cover

Bonded Insulation, Bonded Roof Cover

Non-Insulated, Bonded Roof Cover

Page

5-6

8-9

10-11

12-14

15-16

16

17-19

20-24

25-26

35

•is

36-37

39-43

44

45

45

46

47-48

49

49

50

51-57

57

The following notes apply to the systems outlined herein:

1. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to thesatisfaction of the AHJ. Load resistance of the roof deck shall bedocumented through proper codified and/or FBCApproval documentation.

2. Unless otherwise noted,fastenersand stress platesfor insulation attachment shallbe as follows. Fasteners shallbe ofsufficient lengthfor the following engagements:> Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in.Galvalume Steel Piate, Dekfast #14 with Hex Piate or 3" Round Insuiation Plate, Trufast HD with Trufast 3"

Metal Insulation Plates or FlintFast #14 Fastener with FlintFast3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment.> Steel Deck: OMG #12 or#14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or3" Round

Insulation Plate,Trufast DP or HD with Trufast 3" Metal Insulation Platesor FlintFast #1? or #14 Fastenerwith FlintFast 3" Insulation Plates. Minimum 0.75-inch steel penetration andengage the top flute of the steel deck.

> Concrete Deck: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" RoundInsulation Plate,Trufast HD or CF with Trufast 3" MetalInsulation Platesor FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners installedwith a njlot hole in accordance with the fastener manufacturer's published installation instructions.

Exterior Research and Design, LLC. d/b/a Trinity |ERDCertificate of Authorization #9503

Prepared by: Robert Nieminen, PE-59166

Evaluation Report 3520.03.04-R14 for FL2533-R13Revision 14: 03/27/2015

Appendix 1, Page 1 of 57

3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanurate, polystyrene, woodfiberboard, periite,GlasRoc Roof Board or gypsum-based roofboardthat meets the QA requirements

4. Minimum 2G0 psi, minimum 2-inch lightweight insulating concrete may besubstituted for rigid insulation board for System Type D(mechanically attached base sheet, bonded roof cover), whereby the base sheetfasteners are installedthrough the LWIC to engage the structural steel or concrete deck. Thestructural deckshall be of equal or greater configuration to the steel and concrete deck listings.

5. Unless otherwise noted, insulation adhesive application ratesare as follows. Ribbon or beadwidth isat the timeofapplication; the ribbons/beads shall expand as notedinthe manufacturer's published instructions.> Hot asphalt (HA): Full coverage at 25-30 ibs/square> Ashland Pliodeck (A-PD): Continuous 0.75inch wide ribbons, 12-inch o.c. Ribbons ofsubsequent layers shall beperpendicular tothose in the layer below.> Dow Insta-Stik (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c.> Dow Spray-N-Grip (D-SG): Full coverage>

> MillenniumOne Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.> Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c.> OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons,12-inch o.c. (PaceCart or SpotShot)> 3M CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. (Mote: TITESET may be used where CR-20is referenced).> Note: When multiple layers(s} of insulation and/or coverboard are installed in ribbon-applied adhesive, adhesive ribbons shallbestaggeredfrom layer-to-layer a distance ofone-half theribbon spacing.> Note: The maximum edge distancefrom theadhesive ribbon to theedge of the insulation boardshallbe not less thonone-halfthespecifiedribbons spacing.

6. Unless otherwise noted, all insulations are flat stockor taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substitutedwith the following MaximumDesign Pressure (MDP) limitations. In nocaseshall these values be used to 'increase' the MDP listings in the tables; ratherifMDP listing below meetsor exceeds that listed fora particular system inthe tables, thenthe thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:

> Ashland Pliodeck (A-PD) @ 12-inch o.c.

> Ashland Pliodeck (A-PD) @ 6-inch o.c.

> Dow Insta-Stik (D-IS):

> Millennium One Step Foamable Adhesive (M-OSFA):

> Millennium PG-1 Pump Grade Adhesive (M-PG1):

> OMG OlyBond 500 (OB500):

> OMG OlySond 500 (OB500;

> OMG OlyBond 500 (OB500)

> OMG OlyBond 500 (OB500)

> 3M CR-20:

7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.

8. For mechanically attachedcomponents or partially bonded insulation, the maximum design pressure for the selected assembly shall meetor exceed the Zone 1 design pressure determined inaccordance with FBCChapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29.Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.

9. Forfully bonded assemblies, the maximum design pressure forthe selected assembly shall meet or exceed critical design pressure determined inaccordance with FBC Chapter 16,and no rational analysis ispermitted.

10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. Aqualified design professional shali review the data for comparison to theminimum requirements for the system. Testing and analysis shall be in accordance with TAS105 or ANSI/SPRI FX-1.

11. For existing substrates ina bonded recover or re-roof installation, the existing roof surface or existing roof deck shall beexamined forcompatibility and bond performance with the selected adhesive, andthe existingroofsystem (for recover) shallbe capable of resisting project design pressures on itsownmeritto the satisfaction ofthe AHJ, as documented through field uplift testing inaccordance withASTM E907, FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.

12. For RecoverApplications using System Type D,the insulation is optional; however, the existing roof system shall be suitable for a recover application.

Exterior Research andDesign, LLC. d/b/a Trinity (ERD Evaluation Report 3520.03.04-R14 forFL2533-R13Certificate of Authorization #9503 Revision 14:03/27/2015Preparedby: Robert Nieminen, PE-59166 Appendix 1, Page 2 of57

MDP -105.0 psf (Min. 1.0-inch)





MDP -45.0 psf (Min. 0.5-inch Multi-Max FA3)

MDP .loy c jjjf ?M:rs 0 5-inch ISO 95+ GLi

MDP -315.0 psf (Min. 0.5-inch ENRGY 3)

MDP -487.5 psf (Min. 0.5-inch ACFoam 11)


£K

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isenoted,

referto

thefollow

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base,ply

orcap

sheetapplications.

CE

STA

INT

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FIIN

TIA

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Base

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Hot

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ide

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as

no

ted

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BP

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Base;

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Base

20H

enry#903

Adhesive

at1.5

gal/sq

uare

BP

-CA

3B

ase/Ply

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eather/E

mp

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Base;

Flintlastic

Base

20M

illen

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urric

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em

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Ad

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ch

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SB

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A

(SBS,A

sphalt-Applied)

Base

FlintlasticB

ase20;

Flintlastic

PolySM

SB

ase;Flintlastic

Ultra

PolySM

SB

ase

Hot

asph

altat

20

-40

ibs/sq

uare

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lintlasticB

ase2

0;

Flin

tlasticP

oly

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Flin

tlasticU

ltraP

oly

SMS

Base

Cap

FlintlasticC

ap30;

Flintlastic

Cap

30C

oolStar;Flintlastic

FRC

ap30;

FlintlasticFR

Cap

30C

oolStar;

FlintlasticFR

Dual

Cap;

Flintlastic

FR-P;

Flintlastic

FR-P

CoolS

tar;F

lintlasticP

remiu

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lintlasticP

remiu

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oolStar;

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MS

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remiu

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Prem

ium

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lintB

on

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igh

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Cap

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Cap

FlintlasticC

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Exterior

Research

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RD

Certificate

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Prep

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E-59166

Evaluation

Rep

ort

35

20

.03

.04

-R1

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FL

2533-R13

Revision

14:0

3/2

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5A

pp

end

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Pag

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57

trinity erd

Certain!eed Funtlastkb Modified BrruMSNComponents & application fviETHOos (continued}

Reference | Layer Material Application

SBS-TA

(SBS,Torch-Applied)

Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T

Torch-AppliedPly Flintlastic Ultra Poly SM5 Base; Flintlastic Base 20 T

CapFlintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS-FR;Flintlastic GTS-FR CoolStar; FlintClad

APP-TA

(APP,Torch-Applied)

Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus

Torch-AppliedCap

Flintlastic STA; Flintlastic STAPlus; Flintlastic GTA; Flintlastic 6TA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FRCoolStar

SBS-SA-H

(SBS,Self-Adhering, HybridSystems)

Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self-Adhering

SBS-SA

(SBS,Self-Adhering)

Base Flintlastic SA PlyBase; Fiintiastic SA Mid Ply

Self-AdheringPly Flintlastic SAPlyBase; Flintlastic SA Mid Ply

Cap FlintlasticSACap; FlintlasticSACap CoolStar; Flintlastic SACap FR; Flintlastic SACap FRCoolStar

14. Insulation is optional for Recoveror Concrete DeckApplicationsusingSystem Type D(MechanicallyAttached BaseSheet, Bonded RoofCover).

15. "MDP"= Maximum DesignPressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.

Exterior Research and Design, LLC. d/b/a Trinity | ERDCertificate of Authorization #9503Prepared by: Robert Nieminen, PE-59166

Evaluation Report 3520.03.04-R14 for FL2533-R13Revision 14:03/27/2015Appendix 1, Page 4 of 57

I« ,<( iZ'i\i

SYSTEM TYPE

TABLE ID: WOOD DECKS- NEW CONSTRUCTION, RLKOOF (TEAR-OFF) OR RECOVER

D: PRELIMINARILY ATTACHEDINSULATION, MECHANICALLY ATTACHEDBASESHEET, SOfvDED ROOF COVER

System

No.

Deck

(See Note 1}

insuiation Layer(s) Base or Anchor Sheet Roof Cover MDP

(psf)Type j Attach Base Fasteners Attach Ply Cap

SElf-AOHFRING Syufms:

W-32

!

Min. 19/32-inch

plywood at max 24-

inch spans

1

Min. 1.5-inch, One

or more layers,any combination

!

Prelim.

AttachFlintlastic SANailBase

1

See Note 2

o-llll.ll O.l.. cat linn, o-itil.ii lap aitu u-

inch o.c. in two, equally spaced,staggered center rows; Stress platesshall be primed with FlintPrime(ASTM D41) primer or FlintPrime SA

(Optional)

SBS-SASBS-SA -82.5*

W-33

Min. 15/32-inchplywood at max 24-

inch spans

Min. 1.5-inch, One


Prelim.

AttachFlintlastic SA NailBase

Flintfast 3 in. Insulation Plates

with FlintFast #12 or #14;

Trufast MP3 with DP or HD;

OMG 3 in. Round Metal Plates

with OMG #14 HD

6-inch o.c. at min. 2-inch lap and 6-inch o.c. in three, equally spaced,staggered center rows; Stress platesshall be primed with FlintPrime(ASTM D41) primer or FlintPrime SA.

(Optional)SBS-SA

SBS-SA -97.5*

W-34

Min. 15/32-inchplywood at max 24-inch spans

Min. 1.5-inch, One


Prelim.

AttachFlintlastic SANailBase





with OMG #14 HD

6-inch o.c. at min. 2-inch lap and 6-inch o.c. in four, equally spaced,

staggered center rows; Stress platesshall be primed with FlintPrime(ASTM D41) primer or FlintPrime SA.

(Optional)SBS-SA

SBS-SA -127.5*

1 Hybrid Systems:

W-35

Min. 1S/32-i.r:ch

plywood at max 24-inch spans

Min. 1.5-inch, One


Prelim.

Attach

Glasbase; Flexiglas;

Flintlastic Base 20; Poly SMSBase; Ultra Poly SMS Base

Flintfast 3 in. Insulation Plates...:*u rjj_.»c--{. jji 2 -;• #14-


OMG 3 in. Round Metai Piates

with OMG #14 HD

6-inch o.c. at 4-inch lap and 6-inch*-» r- »»^ *-!"iT<:"^ '>r,' '2!!v si">2'*0'"'

staggered center rows; Stress platesshai! be primed with FlintPrime(ASTM D41) primer or FiintPrime SA.

SBS-SA-HSBS-AA, SBE

TA or APP-TA-97.5

W-36

Min. 19/32-inch

plywood at max 24-

inch spans

Min. 1.5-inch, One


Prelim.

Attach

Glasbase; Flexiglas;Flintlastic Base 20; Poly SMS

Base; Ultra Poly SMS Base

See Note 2

7-inch o.c. at 3-inch lap and 7-incho.c. in three, equally spaced,staggered center rows

SBS-SA-HSBS-AA, SBS-

TA or APP-TA-105.0

W-37

Min. 15/32-inch

plywood at max 24-inch spans

Min. 1.5-inch, One


Prelim.

Attach

Glasbase; Flexiglas;Flintlastic Base 20; Poly SMSBase; Ultra Poly SMS Base





with OMG #14 HD

6-inch o.c. at 4-inch lap and 6-inch

o.c. in four, equally spaced,staggered center rows; Stress platesshall be primed with FlintPrime(ASTM D41) primer or FlintPrime SA.

SBS-SA-HSBS-AA, SBS-

TA or APP-TA-127.5

CONVENTIONAl SYSTEMS:

W-38

Min. 23/32-inchexterior gradeplywood at max. 24-

inch spans

Min. 1.5-inch, One


Prelim.

Attach

Glasbase; All

Weather/Empire Base;Fiexigias Base; FiintiasticBase 20; Yosemite

See Note 2

12-inch o.c. at 4-inch lap and 36-inch BP-AA, S8S-o.c. in two, equally spaced, AA, SBS-TAorstaggered center rows APP-TA

SBS-AA, SBS-

TA or APP-TA-30.0*

Exterior Research and Design, LLC. d/b/a Trinity |ERDCertificate of Authorization #9503


Evaluation Report 3520.03.04-R14 for FL2533-R13Revision 14: 03/27/2015


TABLE 1E-2: WOOD DECKS-NtW COrvSTRUVfiON, REROOF (Tear-Off}or RECOVER

SYSTEM TYPE E: NON-l)\2SULATED, MECHAiviiCALLY ATTACKED BASE SHEET, DOf\.'DED ROOF COVER

System

No.

Deck

(See Note 1)

SELr-AOnf SING SYSTEMS:

W-72

W-73

Min. 19/32-inch plywood at

max 24-inch spans

Min. 15/32-inch plywood at

max 24-inch spans

Min. 15/32-inch plywood atmax 24-inch spans

HYBRtoSYSlEWIS:

W-75

W-77

Min. 15/32-inch plywood atmax 24-n ili i spans



CONVENTIONAL SYSTEMS:

W-78

W-79

Min. 23/32-inch exterior

grade plywood at max. 24-inch spans

Min. 23/32-inch exterior

grade plywood at max. 24-inch spans

Base

Flintlastic SANailBase

Flintlastic SA NailBase

plj_il..,-t:- C£ fJ3||C

Glasbase; Flexiglas; FlintlasticBase 20; Poly SMS 8ase; Uitra

Poly SMS Base

Giasbase; Fiexigias; Fiintiasticr>-.-~ ->n. o~i.. ckac oôo- i 'j*fo

Poly SMS Base

Glasbase; Fiexigias; FlintlasticBase 20; Poly SMS Base; UltraPoly SMS Base

Glasbase; All

Weather/Empire Base;Flexiglas B3se; Flintlastic Base20; Yosemite

Glasbase; All

Weather/Empire Base;Flexiglas Base; Flintlastic Base20; Yosemite

Exterior Research and Design, LLC. d/b/a Trinity|ERDCertificate of Authorization #9503


Roco Choot

Fasteners

Sec Note 2

Flintfast 3 in. Insulation Plates with

FiintFasr #12 or #14; Trufast MP3 with DPor HD; OMG 3 in. Round Metal Plates withOMG#14HD


FlintFast #12 or #14; Trufast MP3 with DP

or HD; OMG 3 in. Round Metal Plates with

OMG#14HD


FlintFast #12 or #14; Trufast MP3 with DPcr HD' OMG 3 in. Round Meta' P'?tes with

OMG#14HD


FlintFast #12 or #14; Trufast MP3 with DPor HD; OMG3 in. Round Metai Plates withOMG#14HD

See Note 2

See Note 2

Attach

S-inch o.c. at min. 3-inch lap 3r,d 8-inrh n.r. intwo, equally spaced, staggered center rows.Stress plates shall be primed with FlintPrime(ASTM D41) primer or FlintPrime SA

6-inch o.c. at min 2-inch lap and 6-inch o.c. inthree, equally spaced, staggered center rows.Stress plates shall be primed with FlintPrime(ASTM D41) primer or FlintPrime SA.

6-inch o.c. at min. 2-inch lap and 6-inch o.c irfour, equally spaced, staggered center rows.Stress plates shaii be primed with FlintPrime(ASTM D41) primer or FlintPrime SA.

6-inch o.c. at 4-inch lap and 6-inch o.c. in three,equally spaced, staggered center rows. Stressplates shall be primed with FlintPrime(ASTMD41) primer or FlintPrime SA.

7-inch o.c. at 3-inch lap and 7-inch o.c. in three,

equally spaced, staggered center rows

6-inch o.c. at 4-inch lap and 6-inch o.c. in four,equally spaced, staggered center rows. Stressplates shall be primedwith FlintPrime (ASTMD41) primer or FlintPrime SA.

12-inch o.c. at 4-inch lap and 36-inch o.c. in two,equally spaced, staggered center rows

12-inch o.c. at 4-inch lap and 24-inch o.c. in two,equally spaced, staggered center rows

Roof Cover

Ply

(Optional)

SBS-SA

(Optional)SBS-SA

Cap

SBS-SA

SBS-SA

MDP

(psf)

-82.5*

-97.5*

(Optional)SBS-SA

SBS-SA j 127.5*

SBS-SA-H

i SBS-SA-H

SBS-SA-H

BP-AA, SBS-

AA, SBS-TA or

APP-TA

BP-AA, SBS-

AA, SBS-TA or

APP-TA

SBS-AA, SBS-

TA or APP-TA

SBS-AA, SBS-

SBS-AA, SBS-

TA or APP-TA

SBS-AA, SBS-

TA or APP-TA j

SBS-AA, SBS-

TA or APP-TA

-97.5

-105.0

-127.5

-30.0*

-45.0*

EvaluationReport 3520.03.04-R14for FL2533-R13Revision 14: 03/27/2015


Florida Building Code Online Page 1 of 2

,:•:•'

II" \ •'' "—•Hi*

BCIS Home Login UserRegistration HotTooics SubmitSurcharge Stats &Facts Publications FBC Staff BCIS Site Map Links Search

Business ^~-NProfessional ( » KEâ™'Pfflfflhf-fB!M:Bff.lMffi?!i ''""'"<' Al?i>'.«»V.«>< Mi<i>ii >Product 01 Appliouion Smirch >Anilic.ilion List >Application Detail

FL#

Application Type

Code Version

Application Status

Comments

Archived


Address/Phone/Email



Address/Phone/Email


Address/Phone/Email

Category

Subcategory

Compliance Method

Florida Engineer or Architect Name who developedthe Evaluation Report

Florida License



Validated By


Referenced Standard and Year {of Standard)



FL 17989

New

2014

Approved

Atlas Roofing Corporation

2000 RiverEdge ParkwaySuite 800

Atlanta, GA 30328(770) [email protected]

Meldrin Collins

[email protected]

Roofing

Roofing Insulation

Evaluation Report from a Florida Registered Architect or a licensedFlorida Professional Engineer

•s Evaluation Report - Hardcopy Received

Zachary R. Priest

PE-74021

UL LLC

12/31/2020

Locke Bowclen

•^ Validation Checklist - Hardcopy Received

LL1798.9 RQ OOJ ATL15Q0] /OHiiu I'tprjucl EvaluationInsulation.pdl

StandardASTM C 1289

ASTM E 84

FM 4450

UL790

XfiFU

2008

2009

1989

2004

http://www.floridabuilding.org/piVpr_app_dtl.aspx?param=wGEVXQwtDquTIuhTqK2°/o2... II13/2016

Florida Building Code Online


Date Submitted

Date Validated


Date Approved

Method 1 Option D

08/13/2015

08/13/2015

08/22/2015

10/16/2015

Page 2 of 2

Summary of Products

FL# Model, Number or Name Description

17989.1 Atlas Roofing Insulations Polyisocyanurate and polyisocyanurate composite roofinsulations

Limits of Use Installation Instructions

Approved for use in HVHZ: No FL17989 RO II An 15001 2014 FBC Product Evaluation

Approved for use outside HVHZ: Yes Insulation.odf

Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021Design Pressure: N/A Created by Independent Third Party: YesOther: See evaluation report for limitations of use. Evaluation Reports

Fl 1/089 R0 AE ATL15001 2014 FBC Product EvaluationInsulation, pdfCreated by Independent Third Party: Yes

[I'.ick] |Next]

Contiict Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824

The State of Florida is an AA/EEOemployer. Copyright 2.007-2013 State of Florida. :: Pnvacv Statement :: Accessib Refund Statement

Under Florida law, email addresses are puolic records. If you do not want your e-mail address released in response to a public-records request, do not sendelectronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to

Section455.275(1), Florida Statutes, effectiveOctober 1, 2012, licenseeslicensedunder Chapter 455, F.S. must providethe Department withan emailaddress ifthey have one. The emails provided may be used for official communication withthe licensee. However emailaddresses are publicrecord. If you do not wishto

supply a personal address, please provide the department with an email address which can be made available to the public. To determine if you are a licensee underChapter 455, F.S., please click here .


i.:•-:!.: • Card

Safe

http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTqK2%2... 7/13/2016

Technical Services, LLC

Certificate of Authorization No. 2982417520 Edinburgh Dr

Tampa, FL33647

(813) 480-3421

EVALUATION REPORT Florida BuildingCode 5th Edition (2014)

Manufacturer: ATLAS ROOFING CORPORATION

2000 Riveredge Parkway, Suite 800Atlanta, GA 30328(770)612-6267www.atlasroofiTci.com

UL LLC (QUA9625)

Issued August 12, 2015

Quality Assurance:

Scope

Category:Subcategory:Code Sections:

Properties:

References

RoofingInsulation

1508.1, 1508.2

Physical Properties

EntitylExova (IAS TL-407)Exova (IAS TL-407)Exova (IAS TL-407)Exova (IASTL-407)FMApprovals (TST1867)FM Approvals (TST1867)FM Approvals (TST1867)FM Approvals (TST1867)FM Approvals (TST1867)FM Approvals (TST1867)FM Approvals (TST1867)Intertek Testing Services NA (TST6781)Intertek Testing Services NA (TST6781)PRI Construction Materials Technologies (TST5878)PRI Construction Materials Technologies (TST5878)PRI Construction Materials Technologies (TST5878)UL LLC (TST9628)

Product Description

Report No. Standard Year

11-06-M0398-C ASTM C 1289 2008

11-06-M0355-C- 289-P ASTM C 1289 2008

11-06-M0355-AC1289-P ASTM C 1289 2008

11-06-M0355-B-C1289-P ASTM C 1289 2008

409A8.AM FM 4450 1989

3009226 ASTM E 84 2009

3016150 FM 4450 1989

3023974 FM 4450 1989

3028857 FM 4450 1989

3031262 FM 4450 1989

3009226 ASTM E 84 2009

101339841SAT-001A ASTM E 84 2009

101339841SAT-001B ASTM E 84 2009

ATL-077-02-01 ASTM C 1289 2008

ATL-129-02-01 ASTM C 1289 2008

ATL-129-02-02 ASTM C 1289 2008

R13089 UL.790 2004

ACFoam®-ll

Tapered ACFoam©-ll

AC Foam®-!

ASTM C1289, Type II, Class 1, Grade 2 or 3 board stock roof insulations comprised ofa polyisocyanurate core faced on both sides with organic felt, glass reinforced facers.Thickness ranges from 1" to 4" and available boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type II, Class 1, Grade 2 or 3 board stock roof insulations comprised ofa polyisocyanurate core faced on both sides with organic, felt, glass reinforced facers.Thickness ranges from 0.5" to 4.5" and available boards sizes are 4x4 ft.

ASTM C12&9, Type II, Class 2, Grade 2 or 3 board stock roof insulations comprised ofa polyisocyanurate core faced on both sides with coated-glass. Thickness ranges from1" to 4" and available boards sizes are 4x4 ft and 4x8 ft.

Tapered ACFoam®-!

ATL15001

ASTM C12&9, Type II, Class 2, Grade 2 or 3 board stock roof insulations comprised ofa polyisocyanurate core faced on both sides with coated-glass. Thickness ranges from0.5" to 4.5" and available boards sizes are 4x4 ft.

FL17989 Page 1 of 3

This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechnical Services, LLCof any product changes or quality assurance changes throughout the duration for which this report is valid.This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are notspecifically addressed herein.

CREEKTECHNICAL SERVICES, LLC

ATLAS ROOFING CORPORATIONACFoam Insulations

ACFoam®-IV

Tapered ACFoam©-IV

ACFoam® Supreme

ACFoam® Recover Board

ACFoam®-HS

Coverboard

ACFoam® Composite/FB

Tapered ACFoam®Cornposite/FB

ACFoam® Composite/GB

Tapered ACFoam®Cornposite/GB

ACFoam® Cornposite/PB

Tapered ACFoam®Cornposite/PB

ACFoam® Nail Base

ACFoam® CrossVent®

ATL15001

ASTM C1289, Type II, Class 2, Grade 2 or 3 board stock roof insulations compiised ofa polyisocyanurate core faced on both sides with heavy coated-glass. Thicknessranges from 0.5" to 3.3" and available boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type II, Class 2, Grade 2 or 3 board stock roof insulations compiised ofa polyisocyanurate core faced on both sides with heavy coated-glass. Thicknessranges from 0.5" to 4.5" and available boards sizes are 4x4 ft.

ASTM C12&9, Type I, Class 1, Grade 2 or Grade 3 board stock roof insulationcomprised of a polyisocyanurate core faced on both sides with a tri-laminate foil facer.Thickness ranges from 1" to 3.5' and available boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type II, Class 2, Grade 2 board stock roof insulation comprised of apolyisocyanurate core faced on both sides with coated-glass. Thickness ranges from0.5" to 1" and available boards sizes are 4x4 ft and 4x8 ft.

Board stock roof insulation comprised of a high density polyisocyanurate core faced onboth sides with a coated polymer-bonded glass fiber mat. Thickness is 0.5" andavailable board sizes is are 4x4 ft 4x8 ft.

ASTM C1289, Type IV board stock roof insulation comprised of a polyisocyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.5" thick high density wood fiberboard. Thickness ranges from 1.5" to 4" andavailable boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type IV board stock roof insulation comprised of a polyisocyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.5" thick high density wood fiberboard. Thickness ranges from 1" to 3" andavailable board size is 4x4 ft.

ASTM C1289, Type VII board stock roof insulations comprised of a polyisocyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.25" or 0.5" thick primed glass-mat gypsum board. Thickness ranges from 1.25"to 4" and available boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type VII board stock roof insulation comprised of a polyisocyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.25" or 0.5" thick primed glass-mat gypsum board. Thickness ranges from 1" to3" and available board size is 4x4 ft.

ASTM C1289, Type III board stock roof insulation comprised of a polyisocyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.5" thick perlite. Thickness ranges from 1.5" to 4" and available boards sizes are4x4 ft and 4x8 ft.

ASTM C12&9, Type III board stock roof insulation comprised of a polyisocyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.5" thick perlite. Thickness ranges from 1" to 3" and available board size is 4x4 ft.

ASTM C1289, Type V board stock roof insulation comprised of a polyisocyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 7/16" thick APA'TECO rated oriented strand board (OSB) or 19/32" CDX plywood.Thickness ranges from 1.5" to 4.5" and available boards sizes are 4x4 ft and 4x8 ft.

Venting composite insulation board comprised of an organic felt, glass reinforcedfaced polyisocyanurate core insulation board with a middle layer of EPS vent spacerstrips and a top layer of 7/16" thick APA/TECO rated oriented strand board (OSB) or19/32" CDX plywood. Thickness ranges from 2.5" to 6.5" and available boards size is4x8 ft.

FL17989 Page 2 of 3

This evaluation report is provided for StateofFlorida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are notspecifically addressed herein.

If* F? P P tC ATLAS R00FING CORPORATIONV-^ IV a—y "UmIV ACFoarn Insulations


ACFoarn® CrossVent® Venting composite insulation board comprised of an organic felt, glass reinforcedRB faced polyisocyanurate core insulation board with a middle layer of EPS vent spacer

strips and a lop layer of 7/16" thick APA/TECO rated oriented strand board (OSB) or19/32" CDX plywood. Includes a 'radiant barrier' on the underside of the nailingsurface. Thickness ranges from 2.5" to 6.5" and available boards size is 4x8 ft.

INSTALLATION

Products shallbe installed inaccordancewth the Approved roof system requirements and Atlas Roofing's publishedinstallation instructions. Maximum board size for aohered applications is 4 x 4 ft.

Limitations

1) Fire Classification is not within the scope of this evaluation.2) This report is not for use in the HVHZ.3) Roof systems are Approved under the product approval granted for the specific roof cover.4) All products listed in this report shall be manufactured under a quality assurance program in compliance with

Rule61G20-3.

COMPLIANCE STATEMENT

The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida BuildingCode 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.

? / No 74021A •• 2015.08.132 * ;

o:= 'J^Ô— 06:46:04

V^/A7:;VV^\v Zachary R. Priest, P.E.''//, NAl.a^ Florida Registration No. 7

CERTIFICATION OF INDEPENDENCE

gistration No. 74021Organization No. ANE9641

CREEK Technical Services, LLC does not have, norwill it acquire, a financial interest in any company manufacturing or distributingproducts under this evaluation.

CREEK TechnicalServices, LLC is not owned, operated, or controlled by any company manufacturing or distributing products underthis evaluation.

Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing productsunder this evaluation.

Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of theproduct.

End of Report

ATL15001 FL17989 Page 3 of 3this evaluation report is provided for State ofFlorida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes thai are notspecifically addressed herein.

I

ITechnical Services, LLC

Certificate of Authorization No. 2982417520 Edinburgh Dr

Tampa, PL33647

(813)480-3421

EVALUATION REPORT Florida Building Code 5th Edition (2014)

Manufacturer: ATLAS ROOFING CORPORATION

2000 Riveredge Parkway, Suite 800Atlanta, GA 30328

(770) 612-6267www.atlasroofinq.com

UL LLC (QUA9625)

Issued August 12, 2015

Quality Assurance:

Scope

Category:Subcategory:Code Sections:

Properties:

References

RoofingInsulation

1508.1. 1508.2Physical Properties

EntityExova (IAS TL-407)Exova (IAS TL-407)Exova (IAS TL-407)Exova (IAS TL-407)FM Approvals (TST1867)FM Approvals (TSTI 867)FM Approvals (TST1867)FM Approvals (TST1867)FM Approvals (TST1867)FM Approvals (TST1867)FM Approvals (TSTI867)Intertek Testing Services NA (TST6781)Intertek Testing Services NA (TST6781)PRI Construction Materials Technologies (TST5878)PRI Construction Materials Technologies (TST5EI78)PRI Construction Materials Technologies (TST5878)UL LLC (TST9628)

Product Description

Report No. Standard Year

11-06-M0398-C ASTM C 1239 2008

11-06-M0355-C 1289-P ASTM C 1289 2008

1 I-06-M0355-AC1289-P ASTM C 1289 2008

11-06-M0355-B-C1289-P ASTM C 1289 2008

4D9A8.AM FM 4450 1989

3009226 ASTM E 84 2009

3016150 FM 4450 1989

3023974 FM 4450 1989

3028857 FM 4450 1989

3031262 FM 4450 1989

3009226 ASTM E 8-1 2009

101339841SAT-001A ASTM E 84 2009

101339841 SAT 001B ASTM E 84 2009

ATL 077-02-01 ASTM C1289 2008

ATL-129-02-01 ASTM C 1289 2008

ATL-129-02-02 ASTM C 1289 2008

R13089 UL790 2004

ACFoam®-ll

Tapered ACFoam®-ll

ACFoam®-!

Tapered ACFoam®-!

ASTM C'1289. Type II, Class 1, Grade 2 or 3 board stock roof insulations comprised ofa polyisocyanurate core faced on both sides with organic felt, glass reinforced facers.Thickness ranges from 1" to 4" and available boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type II, Class 1, Grade 2 or 3 board stock roof insulations comprised ofa polyisocyanurate core faced on both sides with organic felt, glass reinforced facers.Thickness ranges from 0.5" to 4.5" and available boards sizes are 4x4 fl.

ASTM C1289, Type II, Class 2, Grade 2 or 3 board stock roof insulations comprised ofa polyisocyanurate core faced on both sides with coated-glass. Thickness ranges from1" to 4" and available boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type II, Class 2, Giade 2 or 3 board stock roof insulations comprised ofa polyisocyanurate core faced on both sides with coated-glass. Thickness ranges from0.5" to 4.5" and available boards sizes are 4x4 ft.

ATL15001 FL17989 Page 1 of 3

This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechnical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.This evaluation report does not express nor implywarranty, installation, recommended use, or other product attributes that are notspecifically addressed herein.

I CREEKTechnical Services, i


AC Foam®-!V

Tapered ACFoam®-IV

ACFoam® Supreme

ACFoam® Recover Board

ACFoam®-HS

Coverboard

ACFoam® Composite/FB

Tapered ACFoam®Composite/FB

ACFoam® Composite/GB

Tapered ACFoam®Composite/GB

ACFoam® Cornposite/PB

Tapered ACFoam®Cornposite/PB

ACFoam® Nail Base

ACFoam® CrossVont®

ATL15001

ASTM C1289, Type II, Class 2, Grade 2 or 3 board stock roof insulations comprised ofa polyisocyanurate core faced on both sides with heavy coated-glass. Thicknessranges from 0.5" to 3.3" and available boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type II, Class 2, Grade 2 or3 board stock roof insulations comprised ofa polyisocyanurate core faced on both sides with heavy coated-glass. Thicknessranges from 0.5" to 4.5" and available boards sizes are 4x4 ft.

ASTM C1289, Type I, Class 1, Grade 2 or Grade 3 board stock roof insulationcomprised of a polyisocyanurate core faced on both sides with a tri-laminate foil facer.Thickness ranges from 1" to 3.5" and available boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type II, Class 2, Grade 2 board stock roof insulation comprised of apolyisocyanurate core faced on both sides with coated-glass. Thickness ranges from0.5" to 1" and available boards sizes are 4x4 ft and 4x8 ft.

Board stockroof insulation comprised of a high density polyisocyanurate core faced onboth sides with a coated polymer-bonded glass fiber mat. Thickness is 0.5" andavailable board sizes is are 4x4 ft 4x8 ft.

ASTM C1289, Type IV board stock roof insulation comprised of a polyisccyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.5" thick high density wood fiberboard. Thickness ranges from 1.5" to 4" andavailable boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type IV board stock roof insulation comprised of a polyisccyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.5" thick high density wood fiberboard. Thickness ranges from 1" to 3" andavailable board size is 4x4 ft.

ASTM C1289, Type VII board stock roof insulations comprised of a polyisccyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.25" or 0.5" thick primed glass-mat gypsum board. Thickness ranges from 1.25"to 4" and available boards sizes are 4x4 ft and 4x8 ft.

ASTM C1289, Type VII board stock roof insulation comprised of a polyisocyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.25" or 0.5" thick primed glass-mat gypsum board. Thickness ranges from 1" to3" and available board size is 4x4 ft.

ASTM C12&9, Type III board stock roof insulation comprised of a polyisocyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.5" thick perlite. Thickness ranges from 1.5" to 4" and available boards sizes are4x4 ft and 4x8 fl.

ASTM C12&9, Type III board stock roof insulation comprised of a polyisccyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 0.5" thick perlite. Thickness ranges from 1" to 3" and available board size is 4x4 ft.

ASTM C12&9, Type V board stock roof insulation comprised of a polyisccyanuratecore faced on one side with an organic felt, glass reinforced facer and the other sidewith 7/16" thick APA/TECO rated oriented strand board (OSB) or 19/32"CDX plywood.Thickness ranges from 1.5" to 4.5" and available boards sizes are 4x4 ft and 4x8 ft.

Venting composite nsulation board comprised of an organic felt, glass reinforcedfaced polyisocyanurate core insulation board with a middle layer of EPS vent spacerstrips and a top layer of 7/16" thick APA/TECO rated oriented strand board (OSB) or19/32" CDX plywood. Thickness ranges from 2.5" to 6.5" and available boards size is4x8 ft,

FL17989 Paqe 2 of 3

This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechnical Services, LLC of any product changes, or quality assurance changes throughout the duration lor which this report is valid.This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are notspecifically addressed herein.



ACFoam® CrossVent®

RB

Installation

Venting composite insulation board comprised of an organic felt, glass reinforcedfaced polyisocyanurate core insulation board with a middle layer of EPS vent spacerstrips and a top layer of 7/16" thick APA/TECO rated oriented strand board (OSB) or19/32" CDX plywood. Includes a 'radiant barrier' on the underside of the nailingsurface. Thickness ranges from 2.5" to 6.5" and available boards size is 4x8 ft.

Products shall be installed in accordance with the Approved roof system requirements and Atlas Roofing's publishedinstallation instructions. Maximum board size for adhered applications is 4 x 4 ft.

Limitations

1) Fire Classification is not within the scope of this evaluation.2) This report is not for use in the HVHZ.3) Roof systems are Approved under the product approval granted for the specific roof cover.4) All products listed in this report shall be manufactured under a quality assurance program in compliance with

Rule61G20-3.

Compliance Statement

The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida BuildingCode 5m Edition (2014) as evidenced in the referenced documents submitted bythe named manufacturer.

* / No 74021 \ C

•£•£'•. STATE OF :Mj£ c

i ®$!r '^ v Zachary R. Priest, P.E,'''//, ^ AU \\K%>> Florida Registration No. 74021

""M,° Organization No. ANE9641

Certification of Independence

I

2015.08.13

5— 06:46:04

-04'00'

CREEK Technical Services, LLC does not have nor will it acquire, a financial interest in any company manufacturing or distributingproducts under this evaluation.

CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products underthis evaluation.

Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing productsunder this evaluation.

Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of theproduct.

End of Report

ATL15001 FL17989 Page 3 of 3

This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechnical Services, LLCof any product changes or quality assurance changes throughout the duration for which this report is valid.This evaluation report does not express nor implywarranty, installation, recommended use, or other product attributes thai are notspecifically addressed herein.

W2/2016 Florida BuildingCode Online

BCISHome LogIn User Registration Hot Topics Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Map Links Search

/•'•\| f\ |<'\ ff ( 14UProduct ApprovaI{ j! f ilfv-' H \ f-it-./USER: Public User

Product Approval Menu > 116atJuSi._'.AlHll»Sftasn.a!SdU;!» > „WJj.Ci!lig!Li>_S > Application Detail rW* 3-H6KFL#

Application Type

Code Version

Application Status

Comments

Archived


Address/Phone/Email



Address/Phone/Email


Address/Phone/Email

Category

Subcategory

Compliance Method


Florida License



Validated By




FL17084-R2

Revision

2014

Approved

RESISTO, a division of Soprema, Inc.

1675 rue HaggartyDrummondville, NON-US 00000(819) 478-2400 Ext [email protected]

Marc Mathieu

[email protected]

Marc Mathieu

1675 rue HaggartyDrummondville, NON-US 00000(819) 478-2400 Ext [email protected]

Roofing

Modified Bitumen Roof System

Evaluation Report from a Florida Registered Architect or a LicensedFlorida Professional Engineer

Evaluation Report - Hardcopy Received

Robert Nieminen

PE-59166

ULLLC

07/29/2017

John W. Knezevich, PE

Validation Checklist - Hardcopy Received

R.17084 R2 CQI 2015 01 CQ1 Nieminen.pdf

Standard Year

ASTM D1970 2009

ASTM D6163 2000

FM 4470 1992

FM 4474 2004


https://www.noridabuilding.org/pr/pr_app_dtl.aspx7paramswGEVXQwtDqv2aBQpHpQQe9gmYq%2bqxZ1uy74VhQJWtt32RyYAHUrNHQ%3d%3d 1/2

8/2/2UTb Florida Building Code Online

Product Approval Methoc Method 1 Option D

Date Submitted

Date Validated


Date Approved

07/22/2015

08/07/2015

08/13/2015

10/16/2015

Summary of Products

Model, Number or Name DescriptionFL#

17084.1 RESISTO Modified Bitumen Roof SBS modified bitumen roof systemsSystems

Limits of Use

Approved for use in HVHZ: NoApproved for use outside HVHZ: YesImpact Resistant: N/ADesign Pressure: +N/A/-L12.5Other: 1.) The design pressure noted herein pertains

to one assembly. Refer to ER Appendix for allassemblies and maximum design pressures. 2.) Referto ER Section 5 for Limits of Use.


Ekl7J__ _2 | ___ Q2 FINAI Ai l B •! S__ (' •;•: 'R __djVerified By: Robert Nieminen PE-59166Created by Independent Third Party: Yes

Evaluation ReportsEL12Q8J _2 A___Q_5 Q2 F___ SJ jJQ _,___]] Fj 7Q84j

R2.pdfCreated by Independent Third Party: Yes

! Zl

Contact Us :: 2601 Blair Stone Koad. Tallahassee FL 32399 Phone: 850-187-1821

The State of Florida is an AA/EEO employer. Copyright 2007-2013 Stateof Florida. :: Privacy Statement :: Accessibility Statemen: :: Refund Statement

Under Florida law, email addresses aie public iccords. If you donot want your e-mail address released inresponse toa public-records request, do not send electronicmail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.13<)5. 'Pursuant to Section

455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with anemail address ifthey haveone. The emails provided may beused for official communication with the licensee. However email addresses are public, record. Ifyojdo not wish :o supply a

personal address, please provide the Department with anemail address which can bemade available to the sublic. To determine if you area licensee under Chapter455, F.5., please click here .


• rSlEDG

i :re : •

Safe

SCCUritVMlTKlCS

https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param~wGEVXQwtDqv2aEJQpHpQQe9gmYq%2bqxZ1uy74VhQJWU32RyYAHUrNH 2/2

APPENDIX1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFTRESISTANCE

Table Deck Application Type Description Page

1A Wood New or Reroof (Tear-Off) F Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 2

IB Wood New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 2


1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ.Load resistance of the roof deck shall be documented through proper codified and/or FBCApproval documentation.

2. Base sheet fasteners shall be of sufficient length for minimum 0.75-inch penetration through the wood deck.

3. For mechanicaiiy attached components, the maximum design pressure for the selected assembly shaii meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter16, and Zones 2 and 3 snail employ an attachment density designed by a quaiifinH ripsign professional fo rpsisf the eievaipd pressure criteria. Commonly used methods are RAS117 ai\d FiVILPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.

4. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and norational analysis is permitted.

b. For mechanicaiiy attached components over existing decks, fasteners shaii be tested in the existing deck for withdrawal resistance. A qualified design professional shaii review the data forcomparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.

6. For existing substrates in a bonded recover installation, the existing substrate shall be examined for compatibility and bond performance with the selected adhesive to the satisfaction of theAHJ.

7. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.

Table 1: RESISTO Roof Covers

Reference Layer Material Application

SBSSA

(SBS, Self-Adhering)

Base SA Base, SA Smooth Ply 40Self-Adhering

Cap SA Cap GR

8. "MDP" = Maximum Design Pressure is the result of testing for wind ioad resistance based on allowable wind loads. Refer to FBC 160S for determination of design wind loads.

f xterior Research and Design, LLC. ci/b/a TCertificate of Authorization #9503Prepared by: Robert Nieminen, PL 59166

cvaluation Reoor 7215.06.14-R2 for FL17084-R2

Revision 2: 07/22/2015


\ PJ\ D r-\

TABLE 1A: WOOD DECKS - NEW CONSTRUCTION OR REROOF (Tear-Off)

SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER

System

No.Deck (See Note 1)

Base SheetPrimer

Roof CoverMDP (psf)

Base Fasten Attach Base Primer Cap

W-lMin. 7/15-inch OSB or

min. 15/32-inch plywoodSopra G or

Modified Sopra G

32 ga., l-S/8-mchdiameter tin caps with 11

ga. annular ring shank nails

6-inch o.c. at the 4-inch laps and6-inch o.c. at four (4), equallyspaced, staggered center rows

RESISTO

EXTERIOR

PRIMER

SBS-SA

RESISTO

EXTERIOR

PRIMER

SBS-SA -37.5*

W-2 Mm. 19/32-inch plywood Sopra-G

32 ga., 1-5/8-inchdiameter tin caps with ll

ga. annular ring shank nails

7-inch o.c. at the 4-inch laps and

7-inch o.c. at three (3), equallyspaced, staggered center rows

RESISTO

EXTERIOR

PRIMER

SBS-SA

RESISTO

EXTERIOR

PRIMER

SBS-SA -37.5

VV-3Min. 15/32-incr> OSRor

min. 15/32-inch plywood —

32 ga., 1-5/8-inch | 6-inch o.c. atthe 4-inch laps andGiarrictcr tin caps vvitri ±i i G-men o.c. at tour ^»}, equally

ga. annular ring shank nails spaced, staggered center rows

RESISTO

La i i_m\_m

PRIMER

jSj-jA

RESISTO |CAICf\H_m 1 JDJ-JH

PRIMER 1-45.0 j

TABLE IB: WOOD DECKS-NEW CONSTRUCTION or REROOF (Tear-Off)

SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER

1System !', Deck (See Note 1)NO. 1

PrimerRoof Cover

MDP (psf)Joint Treatment Base Primer Cap

I Mm. 7/16-inch OSB or min. 15/32-inch plywood

RESISTO EXTERIOR PRIMER None SBS-SA RESISTO EXTERIOR PRIMER SBS-SA 45.0

W-S | Mm. 15/32-inch OSB None None SA Smooth Ply 40 None SBS-SA 67.5

W-6 Mm. 15/32-inch OSB RESISTO EXTERIOR PRIMER None SA Smooth Ply 40 None•- - -

SBS-SA -75.0

W 7 Min. 15/32-inch plywood None None SA Smooth Ply 40 None SBS-SA 105.0

W-8 j Min. 15/32-inch plywood RESISTO EXTERIOR PRIMER None SA Smooth Ply 40 None SBS-SA 112.5

Exterior Research and Design, LLC. d/b/a Trinity jERDCertificate of Authorization If9503Prepared by: Robert Nieminen, PE 59166

Evaluation Report 72i:">.06.i4-R2 for TLi7084-R2

Revision 2: 07/22/2015Appendix 1. Page 2 of 2

TRINITY erd

EVALUATION REPORT

RESISTO

a division ofSoprema, Inc.

1640 rue Haggerty

Drummondville, OX J2C 5P8

Canada

EXTERIOR RESEARCH & DESIGN, LLC.Certificate of Authori/otion U9503

353 Christian Street

Oxford, CT 06478

PHONE: (203) 262-9245

FAX: (203) 262-9243

Evaluation Report 7215.06.14-R1

FL17084-R2

Date of Issuance: 06/20/2014Revision 2:07/22/2015

Scope:

This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use ofconstruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. foruse of the product under the Florida Building Code. The product described herein has been evaluated for compliance withthe 5th Edition (2014) Florida Building Code sections noted herein.

Description: RESISTO Modified Bitumen Roof Systems

Labeling: Labeling shall be in accordance with the requirements the Accredited QualityAssurance Agency noted herein.Continued Compliance: This Evaluation Report is valid until such time as the named product(s) changes, the referencedQuality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of thisEvaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or thereferenced Quality Assurance documentation changes. Trinity |ERD requires a complete review of this Evaluation Reportrelative to updated Code requirements with each Code Cycle.

Advertisement: The Evaluation Report number preceded by the words "Trinity | ERD Evaluated" may be displayed inadvertising literature. Ifany portion of the Evaluation Report isdisplayed, then it shall be cone in its entirety.

Inspection: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or itsdistributors and shall be available for inspection at the job site at the request of the Building Official.

This Evaluation Report consists of pages 1 through 3, plus a 2-page Appendix.

Prepared by:

/ H * ):Robert J.M. Nieminen, P.E. \£\._ i""z *t>->.'"Florida Registration No. 59166, Florida DCA ANE1983 '''%&;&?&'Certification of Independence:

1. Exterior Research & Design, LLC. d/b/a Trinity | ERD does not have, nor does it intend to acquire or will it acquire, a financial interestin any company manufacturing or distributing oroducts it evaluates.

2. Exterior Research & Design, LLC. d/b/a Trinity | ERD is not owned, operated or controlled by any company manufacturing ordistributing products it evaluates.

3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products forwhich the evaluation reports are being issued.

4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of theproduct.

5. This is a building code evaluation. Neither Trinity | ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyproject on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retainedspecifically for that purpose.

The facsimile seal appeal mi; \:

0//.'2/201S This does not se

sealed hardcopies have been

and lo the named client

. authorized by Robert Nii-mm

• .!• an electronically sigiu-d (c

remitted to the Product Appr.

3 I Hi's IP'8'V !:!'! '•

Roofing Systems Evaluation:

1. Scope:

Product Category: RoofingSub-Category: Modified Bitumen Roof SystemsCompliance Statement: RESISTO Modifiec Bitumen Roof Systems, as produced by RESISTO, a division ofSoprema,Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing inaccordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations /Conditions of Use set forth herein.

STANDARDS:

Section Propertv1504.3.1 Wind

1504.7 Impact1507.6.3 Physical Properties1507.11.2 Physical Properties

REFERENCES:

Entitv ExaminationERD (TST6049) Physical PropertiesERD (TST6049) Physical PropertiesERD (TST6049) Physical PropertiesERD (TST6049) Physical PropertiesERD (TST6049) Wind

ERD (TST6049) Physical PropertiesERD(TST6049) Wind

FM Approvals (TST1867) FM 4470

FM Approvals (TST1867) FM 4470

UL LLC (QUA9625) Quality Control

Standard

FM 4474

FM 4470

ASTM D1970

ASTM D6163

Reference

2968.05.04-2

S35860.05.12-1-R2

S11440.01.11-R2

S42600.06.14

S47190.06.14-2

SOPC-SC8970.15

SOPC-SC9315.07.15

3B1A0.AM

797-08591-267

Service Confirmation

Yeai2004

1992

2009

2000

Date

05/14/2004

03/14/2013

04/03/2013

06/20/2014

06/20/2014

07/22/2015

07/22/2015

01/08/1998

08/14/2013

Exp. 07/29/2017

4. Product Description:

5.

This Evaluation Report covers RESISTO Modified Bitumen Roof Systems installed in accordance with RESISTOpublished installation instructions and the Limitations / Conditions of Use herein. The following RESISTO membranesmake up the subject systems.

Type

Base Sheets

Base Ply

Cap Ply

LIMITATIONS

5.1

Table 1: Roll-Goods for RESISTO Modified Bitumen Roof Systems

Product

Sopra G

Modified Sopra GSASmooth Ply 40SA Base

SACapGR

Reference

ASTM D4601

ASTM D4601

ASTM D1970

ASTM D6163

ASTM D6163

Specification

Grade

_n//T~_N/A ~

N/A~

JVPe._M _

ifN/A

5.2

5.3

This is a building code evaluation. Neither Trinity| ERD nor Robert Nieminen, P.E. are, in any way, the Designerof Record for any project on which this Evaluation Report, or previous versions thereof, is/was used forpermitting or design guidance unless retained specifically for that purpose.This Evaluation Report is not for use in HVHZ.

Refer to a current Roofing Materials Directory for fire ratings of this product.

Exterior Research and Design, LLC.Certificate ofAuthorization ((9503

Evaluation Report 72X5.06.14-R2

FL17084-R2

Revision 2: 07/22/2015

Page 2 of 3

IRINI'fY '=ko5.4 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural

members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of theroofdeckshall be documentedthrough proper codified and/or FBC Approval documentation.

For recover installations, the existing roof shall be examined in accordance with FBC 1510.

For mechanically attached components, the maximum design pressure for the selected assembly shall meet orexceed theZone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3shall employan attachment density designed by a qualified design professional to resist the elevated pressure criteria.Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry thelimitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.

5.7 For fully-adhered components, the maximum design pressure for the selected assembly shall meet or exceedcritical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted forthese systems

5.8 For mechanically attached components over existing roof decks, fasteners shall be tested in the existing deckforwithdrawal resistance. Aqualified design professional shall review the data for comparison to the minimumrequirementsfor the system. Testing and analysis shall be in accordance with TAS 105or ANSI/SPRI FX-1.

5.9 For bonded components over existing substrates in a re-roof (tear off) installation, the existing deck shall beexamined for compatibility with the adhesive to be installed. If any surface conditions exist that bring systemperformance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124 shall beconducted on mock-ups of the proposed new roof assembly.

5.10 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBCChapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic windspeed shall be determined from FBC Figure 1609.

5.11 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and l-'.A.C. Rule61G20-3.

6. INSTALLATION:

6.1 RESISTO Modified Bitumen roof systems shall be installed in accordance with RESISTO published installationinstructions, subject to the Limitations / Conditions of Use noted herein.

6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" •• MaximumDesign Pressure is the result of testing for wind load resistance based on allowablewind loads, and reflects theultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied).Refer to FBC 1609 for determination of design wind loads.

7. BUILDING PERMIT REQUIREMENTS:

As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation ofthis product.

8. MANUFACTURING PLANTS:

Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements

9. Quality Assurance Entity:

UL LLC - QUA9625; (314) 578-3406, [email protected]

- THE TWO(2) PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -

5.5

5.6

Exterior Research and Design, LLC.Certificate ofAuthorization ((9503

Evaluation Report 72L5.06.14-R2FL17084-R2

Revision 2: 07/22/2015Page 3 of 3

T~R!Nj!l~Y ERD

Appendix 1: Attachment Requirements for Wind Uplift Resistance

Table Deck Application Type Description Page

Wood New or Reroof (Tear-Off) Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover

IB Wood New or Reroof (Tear-Off) Non-Insulated, Bonded Roof Cover


1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ.Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.

2. Base sheet fasteners shall be of sufficient length for minimum 0.75-inch penetration through the wood deck.

3. For mechanically attached components, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter"• **• ^."vi Vr..-.c< ~i D.-./-1 "2 c'->^!! c •>-.»-»!,-.». 2.-. a*-*- ^^j>«"|A£..î .-to.-jcjtw a cm c j<•* j-.cm a k». o r»« .^j; j \or\ ricc'.af\ '^rGfes^^na. to resist the elevated nressure criteria Common!*' used methods are RAS 11/ and Ffvl

LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.

4. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and norational analysis is permitted.

5. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data forcomparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.

6. For existing substrates in a bonded recover installation, the existing substrate shall be examined for compatibility and bond performance with the selected adhesive to the satisfaction of theAHJ.

7. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.

Table 1: RESISTO Roof Covers

Reference Layer Material Application

SBSSA Base SA Base, SA Smooth Ply 40Self-Adhering

(SBS, Self Adhering) Cap SA Cap GR

8. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.

Exterior Research and Design, LLC. d/b/a Trinity! TRECertificate of Authorization ((9503Prepared by: Robert Nieminen, Pt S9166

evaluation Report 7215.06.14-R2 for rL17084-R2Revision 2: 07/22/2015


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bW;HB FloridaBuilding Code Online

BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Hap Links Searchj! il! >• -i.

f^¥^Y*\¥' (. {^Product ApprovalR Mi $P- M V. 'fe^/USER: Public UserViî ii"*^ ji^-S^ [' ^^—'

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Pro<)'ftt ABBISL'̂ lLiaenM > CCO.teLW:./SaalLcaJlMl.SS5!0;h > <&î.t„__k!ft > Application Oetail

FL#

Application Type

Code Version

Application Status

Comments

Archived


Address/Pho ne/EmaiI



Address/Phone/Email


Address/Pho ne/Ema iI

Category

Subcategory

FL5444-R9

Revision

2014

Approved

CertainTeed Corporation-Roofing18 Moores Road

Malvern, PA 19355(610) [email protected]

Mark Harner

[email protected]

Mark D. Harner

18 Moores RoadMalvern, PA 19355(610) [email protected]

Roofing

Asphalt Shingles

m

•Htlrf- J?9

6

Compliance Method Evaluation Report from a Florida Registered Architect or a LicensedFlorida Professional Engineer

Evaluation Report - Hardcopy Received


Florida License



Validated By





Robert Nieminen

PE-59166

ULLLC

07/03/2017

John VV. Knezevich, PE

Validation Checklist - Hardcopy Received

Standard

ASTM D3161, Class F

ASTM D3462

ASTM D7158, Class H

https://www.floridabuilding.org/pr/pr_app_dtl .aspx?param=wGEVXQwtDqtah1g07CSsoycOrl28CcpCIS%2bbcD10m5s%3d

Year

2009

2009

2008

1/2

i-ionaa building uocie online


Date Submitted

Date Validated


Date Approved

Summary of Products

Method 1 Option D

02/16/2016

02/16/2016

02/17/2016

04/12/2016

FL#

5444.1

Model, Number or Name

CertainTeecl Asphalt RoofingShingles

Description

3-tab, 4-tab, strip (no-cut-outs), laminated and architecturalasphalt roof shingles


EL54J | R_ il. 20J_ 02 FIIMAI I U CJ RTA1NJ1 Efi A5hinqle : i 5444-R9.pdlVerified By: Robert Nieminen, PE PE-59166Created by Independent Third Party: Yes

Evaluation Reports

FL5444 R9 AE 2016 Q2 FINAI ER CERTAJNT.EEPShingle FL5444-R9.pdlCreated by Independent Third Party: Yes

Limits of Use

Approved for use in HVHZ: NoApproved for use outside HVHZ: YesImpact: Resistant: N/ADesign Pressure: N/ACither: Refer to ER Section 5 for Limits of Use

Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: »50-487-1824

The State of Florida is an AA/EEO employer. Corvnqht 2007-2013 State of Flonda. :: Privacy Statement :: Accessibility Statement :: Refund Statement

UnderFlorida law, email addresses are public records. If you do not want your e-mail address released in response to a public-recordsrequest, do not send electronicmail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. 'I'uisuant to Section

455.275(1), Florida Statutes, effectiveOctobei I, 2012, licenseeslicensed underChapter455, F.S. must provide the Departmentwith .in email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a

personal address, please provide the Department withan email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here .


•Ham

Safe

securitymetrics-

https://www.noridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqlah1g07CSsoycOrl28CcpCIS%2bbcD10m5s%3d 2/2

TRINITY tRD

EXTERIOR RESEARCH & DESIGN, LLC.Cettifkalt- of Authonzation lt950'i

353 CHRISTIAN STREET, UNIT #13

OXFORD, CT 06478

PHONE: (203) 262 9245

FAX: (203) 262-9243

EVALUATION REPORT

CertainTeed Corporation18 Moores Road

Malvern, PA 19355

Scope:

This Evaluation Report is issued under Rule 51G20-3 and the applicable rules and regulations governing the use ofconstruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Niemiren, P.E foruse of the product under the Florida Building Code and Florida Building Code, Residential Volume. The procucts describedherein have been evaluated forcompliance with the 5,n Edition (2014) Florida Building Code sections noted herein.

Description: CertainTeed Asphalt Roofing Shingles.

Ubeling: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted hereinand FBC 1507.2.7.1.

Continued Compliance: This Evaluation Report is valid until such time as the named product(s) changes, the referencedQuality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of thisEvaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or thereferenced Quality Assurance documentation changes. Trinity!ERD requires a complete review of this Evaluation Reportrelative to updated Code requirements with each CodeCycle.Advertisement: The Evaluation Report number preceded by the words "Trinity!ERD Evaluated" may be displayed inadvertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.Inspection: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or itsdistributors and shall beavailable for inspection at tne job site at the request ofthe Building Official.

ThisEvaluation Report consists of pages 1 through 12.

Prepared by:...•lll'.'l"....


FL5444-R9

Date of Issuance: 09/22/2005

Revision 10: 02/16/2016

Robert J.M. Nieminen, P.E.Florida Registration No. 59166, Florida DCA ANE19SS

"ilvt.iCiiniiip sfjU-pi!e.!iiii,;V.'3b.)iHl>pri."CilE-, k? i ivtG2/.ir.,>0Ii. •••••'. d.ift? .-lOtsri.-'- .V..ili' •<

iioujtni-1-.t ivigin-U ><:-ri»'U 1',-iL-dcoi'":-. hs.'ebr. r.Prodi).'! Approval AdrtKiiiM.-atoi and So llif m.mi <

Certification of Independence:1. Trinity!ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or

distributing products it evaluates.2 Trinity |ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for

which the evaluation reports are being issued.4. Robert Nieminen, P.F.. does not have, no. will acquire, a financial interest in any other entity involved in the approval process of the

product.5 This is a building code evaluation. Neither Trotyl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Recoro for any

project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retainedspecifically for that purpose.

TY ERDRoofing Systems Evaluation:

1. Scope:

Product Category: RoofingSub-Category: Asphalt Shingles

Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstratedcompliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volumethrough testingin accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions ofUse set forth herein.

2.

4.

Standards:

Section Property Standard Year

1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009

1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009

1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008

REFERENCES:

Entitv Examination Reference Date

UL (TST 1740) ASTM D3161 94NK9632 05/15/1998UL(TST 1740) ASTM D3161 99NK26506 11/23/1999

UL{TST 1740) ASTM D3161 03CA12702 05/27/2003UL(TST1740} ASTM D3161 03CA12702 06/15/2003UL(TST 1740) ASTM D3161 03NK29847 10/03/2003

UL(TST 1740) ASTM D3161 04CA11329 05/24/2004

UL(TST1740) ASTM D3161 04CA32986 12/03/2004UL(TST1740) ASTM D3161 05NK07049 04/15/2005

UL (TST 1740) ASTM D3161 05NK16778 05/12/2005UL (TST 1740) ASTM D3161 05CA16778 05/12/2005UL(TST1740) ASTM D3161 05NK14836 05/22/2005

UL(TST1740) ASTM D3161 05NK22800 06/22/2005

UL (TST 1740) ASTM D3462 R684 09/21/2005

UL (TST 1740} ASTM D7158 05NK08037 06/28/2006

UL (TST 1740) ASTM D3161& D3462 09CA28873 07/23/2009

UL (TST 1740) ASTM D3462 10CA41303 10/07/2010

UL (TST1740) ASTM D3161 10CA41303 10/08/2010

UL (TST 1740) ASTM D7158 10CA41303 10/27/2010

UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010

UL LLC (TST9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013

UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014

UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014

UL LLC (TST 9628) ASTM D3161 & 03462 4786334434 09/16/2014

ULLLC (TST9628) ASTM D3161 & D3462 4786570826 02/12/2015

UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015

UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016

ULLLC (QUA9625) Quality Control Service Confirmation Exp. 07/03/2017

Product Description:

4.1 CT20™, XT,M 25, XT™ 30 and XT™ 30 IR are fibergl,3ss reinforced, 3-tab asphalt roof shingles.

4.2 Carriage House Shangle®, Centennial Slate™, Grand Manor Shangle*, Landmark™, Landmark"-'

4.3

IR,Landmark™ Pro, Landmark™ Premium, Landmark™ TL, Landmark™ Solaris and Landmark™ Solaris IR are

fiberglass reinforced, laminated asphalt roof shingles.

NorthGate™ is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.

Exterior Research and Design, LLC.Certificate of Authorization U9S03


FL5444-R9

Revision 10:02/16/2016Page 2 of 12

6.

4.4

4.5

4.6

4.7

i! I\\n mi :.;il

Presidential Shake,M, Presidential Shake™ IR, Presidential Shake TL™ and Presidential Solaris '•' are fiberglassreinforced, architectural asphalt roof shingles.

Hatteras™, Highland Slate1M and Highland Slate™ IR are fiberglass reinforced, 4 tab asphalt rool shingles.

Patriot™ is a fiberglass reinforced asphalt roof strip-shingle (with nc cut-outs) providing a laminatedappearance through an intermittent shadow line with contrasting blend drops for color definition.

Presidential Accessory, Accessory for Hatteras, Shangle Ridge™, Shadow Ridge™, Cedar Crest™, CedarCrest™ IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hipand ridge installation.

4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions.

Limitations:

5.1 This is a building code evaluation. Neither Trinity!ERD nor Robert Nieminen, P.E. are, in any way, theDesigner of Record for any project on which this Evaluation Report, or previous versions thereof, is/wasused for permitting or design guidance unless retained specifically for that purpose.

5.2 This Evaluation Report is not lor use in the HVHZ

5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing MaterialsDirectory for fire ratings of this product.

5.4 Wind Classification:

5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R90S.2.6.1 to ASTM

D3161, Class F and/or ASTM 07153, Class H, indicating the shingles are acceptable for us in all wind zonesup to Vas(i = 150 mph (VU|. - 194 mph). Refer to Section 6 for installation requirements to meet this windrating.

5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridgeand NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, ClassF. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic N^ J. adhesive orHenkel PL' Polyurethane Roof &. Flashing Sealant, applied as specified in manufacturer's applicationinstructions, for use in wind zones up to Vi1sd -• 150 mph (Vl]lt = 194 mph).

5.4.3 Classification by ASTM D715S applies to exposure category B or C and a building height of 60 leet or less.Calculations by a qualified design professional are required for conditions outside these limitations.Contact the shingle manufacturer for data specific to each shingle.

5.4.3.1 Analysis in accordance with A.STM D7158 indicates the measured uplift resistance (Ri) lor ihe CertainTeedasphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris™) exceeds thecalculated uplift force (F,-) at a maximum design wind speed of Vil5C1 = 150 mph (Vlji: - :l94 mph) forresidential buildings located in Exposure D conditions with no topographical variations (fiat terrain) havinga mean roof height less than or equal to 60 feet.

The shingles are permissible under Code for installation in these conditions using v. he installationprocedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject tominimum codified fastening requirements established within any local jurisdiction, which shall takeprecedence.

5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Floiida BuildingCode and F.A.C. Rule 61G20-3.

Installation:

6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shinglemanufacturer's minimum requirements.

Exterior Research and Design, LLC.

Certificate of Authorization X9S03

Evaluation Report :tt32.09.05-R10

FL5444-R9

Revision 10: 02/16/2016

Page 3 of 12

TRINITY ERD6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide

Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 orR905.2.3.

6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, usingminimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimumrequirements herein.

6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC1507.2.6 or R905.2.5. Staples are not permitted.

6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions.

6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear-off) or recover applications, subject to thelimitations set forth in FBCSection 1510 and CertainTeed published installation instructions.

6.3.1 CT20™, XT™ 25, XT™ 30, XT™ 30 IR:

LOW AND STANDARD SLOPE

ENGLISH ='"'s-*--':"££ !;•••) S"~r'-•:'•#?. TflV ...t*~4. (.:*.-•,•!• '"*•,••••*"

•!>• h*-1 C&nwi- I S'-2!a*:i \ * ;£'; ':! i-'i ••»-:

JL -JL•^/3T:tf "}:!'-', 1* ii-.-i.-lN' " Punt

''!»«(></ 1

METRIC

t..

:' Ve'

T

Figtiiv Il~j: Usefour milsJarmryftif! shingle.

-*-- u'-'/3 --t*

Steteni

-»— .' if. •-»-

1

6.3.1.1 Hip & Ridge: Cut Shingles

.riHÔVS

sntFigure il-2-i: Cut labs, tkm Mm(nick to maketv(> shingles

(F.uglisb dimensions shown)

STEEP SLOPE

Use four nailsami si\ spots orasphaltrooting<y mint* lor every lullshingle (Figure //-/). Asphah rootingcement weeiingA$TMI)i>X6Type 11 is suggestcil.

Roofing Cement

Figure II-4:Usefour nailstautsixspots o/tisfilm/l irnutiion sleefi fhpt's

*CAUTION: Excessive use ol roofing cc-mcui can c.ut>e shinglesto blister.

figure ll-2r. Iialullufion oj capsalongthebifis aval ridge:

Note: For ASTM D3161 - Class F, use BASF Sonolastic IMP 1 adhesive or Henkel PL® Polyurethane Roof &Flashing Sealant, in accordance with manufacturer's instructions.

Exterior Research and Design, LLC.Certificate of Authorization #3503


FL5444-R9


TRINITY ERD6.3.2 Carriage House Shangle®, Centennial Slate™ and Grand Manor Shangle®:

6.3.2.1

LOWAND

STANDARD SLOPE

i nc five nails lor e\er\ lull Sit:iu«le.

I..

r'

<i-mu Yy-l.

"Tv^T"

L- -y

rV y A

rsX4

STEEP SLOPE

l s«r seven naih and three sp;>ts of asphalt i-iothi;.;lull draml Manor Shaiujle. I se Tne nails and threerueifin^ it'liK-itl toreven luil tarriav-e House Slum;.Stan*. \ppKasphalt n-olin<; cur-em I (Ji nino W<iliguiv l~•>>. Vsjilialt i-oMiiti}: eeiueni imvlm;; \Sin >ii«eeMed.

ceniem loi cu-rv

: »piilM-l asphalt;!c;iii(l Crim-tinJal

urn t(i;;i •>! slim-aleI'M HiS-Si. T.iu-ll

Figure P-1: Ise/ilc millsfor i-trn fit!!tinue!Miniur.>l>'iiii;!:>.tiiiriuy Housesb.iugle o> CiMennta!S'ulc

1 ,••;.,.,.•,,,., , , . T -.

'*'s*.- >

ty/>•'.'.

!••.-'/.., :•••: ">.•::

K'' '"'•' y y y

- «:-::••>• ••",-'-•' S.'.''

Yy-y^•

"< VnJ r;-; < :'.'".''.'.

: XaU-v'- ••'. *••',' 'y•t_7rS^J *>• Y

Hip & Ridge: Shangle® Ridge

Figure 17-18: Shangle Ridge.

/

Fasten the

lefi sideFIRST

'" ~" • ftoolfnoCement

Figure /" Win;nhUt1!-^ in.w.i -,lt(r>n sluii.Ûve Mien ;.-.,- •'* «/.;•/ //.;<<• >/«•.;> r.i^.%/</i..// , <«.

Exposwe , Remove topefiom Hie nghi side

and fasten

SECOND

LEFT

Figure 17-/0: Insinuation ofShangle0 Kidge shingleson hipsandridges.

Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof &Flashing Sealant in accordance with manufacturer's instructions.

Exterior Research and Design, LLC.Certificate of Authorization ((9503

Evaluation Report 3532.09.05-R10FL5444-R9


TRINITY ERD6.3.3 Landmark™. Landmark™ IR, Landmark™ Pro (formerly Landmark™ Plus). Landmark™ Premium.

Landmark™ TL. Landmark™ Solaris. Landmark™ Solaris IR. NorthGate:

LOWAND STANDARD SLOPE

METRIC DIMENSIONS

--(305 mm)--;- (3/1! mm) <-\7

N*lab!MAfea

LANDMARK TL

I— •1-^5 mm) | Roteasc |«ipe i"(Ar)";«'i)

13'/?" '•'<" &!•'"- (3*13 nun)-—j- •(330 mm) —j- (.M'< -in)•-

!-.- I' (?I> iiWl) if (%«=r.)--|

MOILIligiue /.)'•/ t'sc/oiiriiiiilsfoi en rj/nlt thutglr

NorthGate:

:&L

i •!•!•

.ag i

'K*

h-r;2-

l. I . . : ii ;, ".».. •! **.-

V?5 r;.m>

"t.'••{' -".'7

STEEP SLOPE

I so sixnails and four spots of asphalt roofim; cement for cuuy fullliiniiiiaicd shingle. See below. Asphalt rooliiii; cement should meetASTM n:»586'lVpe II. Apply 1" spots of asphalt moling cement muleeach corner and at about 12" to 13" in from each ed«e

METRIC DIMENSIONS

Natl Ai-flKm Sleep J

I--•.

(25 mm)

•- I?' -H M»/.!"—(3!;> !!i) (3?!.« mm)


Certificate of Authorization U9503

l?'--H

{305nil.!) :

/'-':(?!)H!l[-:


FL5444-R9


LANDMARK TL

j** l-Wi' *^** 13 ——o»-Ui 1?-','.: -• (343 mm) ! (&Mn-:"ni I i343nwn

£0tm)

Figure tj-.x Use six nailsanilfour spots ofasphaltroofing cementon sleepslopes.

NorthGate:

STE6?SLOPE:NAll INGAREA !

^ r.i~*"

i }{

-P05m»iJ-»-

«— 5 (25 urn

'753

N\

U-3/4" 12'

;J75 -iti^~*-S -'-'305 ioifir*N;tti:nrj frills j

Hi —

_L

=+:

Nailing areas for steep slopes \Ci.c..vr '.f»a-i 21 Y7.)and "Storm-Nailing"

fv.'l bsrv.iion Ic.vet 2 i-aj I'lt-o ?? r-'o.v' ;'!>o.u

INITY ERD

6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge™ or NothGate Accessory

f*

i i ! Jv. A / ^ _— y

Figure 1,1-16: Shadow Ridge accessory shingles detach easilyfromthree-pieceunits lo make 12mdividnal cappieces.

12

-* (305mtn) *i

6

(150mm)6

i150mrn;

1

12(305mm)

I '4

Notch forCentering

"v *"

Notches forAlignment tothe TopEdgeof the PreviousCaptor5"(125mm) Exposure

Exterior Research and Design, LLC.Certificate of Authorization K9S03

English Dimension

Shadow Ridge™

1180mm}

9-/8 „1250mm)

_. ,ji 5/i6 --4*--l'V16•-*{125mm} I (12Smm;>

13V4(337mm)

r~—

1

Notch for

Centering

Notches forAlignment to'.heTopEdge of the Previous

Cap tor55'8' (141mm;i Exposure\

;5/8(196mm)

t \ / I

Metric Dimension

Shadow Ridge™

Evaluation Report 3S32.09.0S-R10

FL5444-R9


6.3.3.2

^3 i.-TIvtfrr" \ „, /

rA «k s;-; tr>t>'••)<»•: is-'

::'. ,m : > . i'":

NorthGate Ridge

•2" v, .. jOSrpm) " ir*"" ^^-îip\ Laying Notch

•^KiX .•/*>•/. ii^>-*

13 ».'4"

(337 mm)

!3 ?'lt

-9 (333 mmi &~

•" 6 5-ri' *-•-* 6 5/tV >

<168 mm}' (168 mm)

CemetingNotch

> •

Align'.hoselic-itrhei to lop

eUye of

?~ *V„J?i?vii5i!? ::ouriL''-_^ ?

NorthGate Accessory

Y ERD

7 S<v

1V'. in:

Figure l}-20: Use laying notches locenter shingles on hips andridges, audio locate tbeconvct exposure.

Note: For ASTM D3161 - Class F of Shadow Ridge™, use BASF Sonolastic NP 1 adhesive or Henkel PL®Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions.

Hip & Ridge, Option 2: Cedar Crest,M, Cedar Crest'M IR

Use two fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge andabout 2-inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, placefasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge.


Certificate of Authorization ((9503


FL5444-R9


6.3.4

6.3.4.1

6.3.4.2

ITY ERDNote: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof &Flashing Sealant to hand-seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of theshingle's raised overlay on the top piece and extending approximately 4-inch along the sides of theheadlap along a line %to 1-inch from each side of the shingle's headlap. Immediately align and apply theoverlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side,apply a 1-inch diameter spot of NP 1 or PLadhesive between the shingle layers.

i-j-1 :vy *.)a-

OOin -I

(Sok..»)

it, >3'o !<r,o-:itfSii*'!

Presidential Shake™, Presidential Shake" IR, Presidential Shake TL™, Presidential Solaris™:

STEEP SLOPE:

Forsleepslopes,use nine nails loreach lullPresidential shingle andapply 1"diameter spotsofasphalt rooting reaient muter caeh shingle tab.Alter applying 5 nailsin between thenailing guide lines, apply i nails I"above tab cutouts making certain tabs ol overlying shingle cover nails

LOW ANDSTAHDARD SLOPE:

For towand standard slopes, use five nailsfor each hillPresidentialshingleas shown below.

Hailing |< 40Giiiiic linos (1016 mm)

:> M(133 nun) K ' ' I 1

1 • X 0 0 • o 14 1/4t_l i/?(3»mm)

t3Ttlj- 1..(362 mm)

INOTE: Apply nails on painted guideline.

Figure Id-C: Fastening Pivsidentialttrd Presidential 71. tlxikeshingles on lowmidstandard slopes.

Hrbfun^ri

r̂V (li.tllieltM .IsptKill h.ioflllll '>:ll|i;llt

•histeniug Presidenlicd and Preside!.lull VI Slmkeshingleson steip iioh^

Figtnr /ft-

Hip & Ridge, Option 1: Presidential Accessory

PRESIDENTIAL ACCESSORY

Presidential accessory shingles can be used for covering hipsandridges. Apply shingles tip to Hie ridge {expose no more than 7" fromthe bottom edge of the "tooth." Fasten each accessory with two fasteners. The fasteners must be l^t" Jong or longer, so they penetrateeither *A" into the deck or completely through the deck. Presidentialaccessory comes in two different sizes: Accessory produced inBirmingham, Ai. is 12" x12". Portland, OR produces°~/&" x 151/\'accessory.


Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest™, Cedar Crest™ IR hip and ridgeshingles.


Certificate of Authorization #9503

Evaluation Report 3S32.09.05-R10

FL5444-R9


6.3.5 Hatteras™:

LOW, STANDARD AND STEEP SLOPE:

t-iginr 15-i. tity.'.-tihigllallausSt:-'j>!i>imI, >:s -mlsuiiilmd s.'vf., .<

lor low;iii<l stimilsiixl slop{s. ti»cfive nails for i-aeli fullllitllci-.is sinuate ;isslimvij alx«v

6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras

Figure 15-14: IS three-piece millsseparate towak54 Hatlems Accessory shingles.

T ERD

LV

— i l

kJl| " "j I i l' 1 "T 1^.Oiitiiiij Cem'.'fll '

l:\Ufr l> i '...-Ifin...- Wit'.. •".; -'••:

i-.l •[:•'. j. <!';{•. • ••••• III. I!:l|!> .1!!.! , i.;j.; •.(.;;•» iif ..<.|.!t.<!i |...il.(»•(.•!> t:>i i.nll !'''» Ill«i 'v -Hm;,!,- .* I ;..•!«.- \|>ji, Iitv<-.D .In-mat i ••( .:. .,! i.«iin^..i,.,. ><ASi\! |i r\fr> l\|- if•i; ;•• 'i-iil iimk-t > . I-I awitri i'rt •% •'nil.,!.- »•! i |»ln.\ i!-> m.;

< \l. I'lON: it- >•..in !i ..,i•!.,.., -.,,. in ,.:1 . .,«••. ~.\v,.;; i. • i • !•'• \ ,

\\

"\

Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL* Polyurethane Roof &Flashing Sealant in accordance with manufacturer's instructions.

6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles

(230 rnni) |

CapShin*

CapSNngi

•160 nsrn)Up

Figure 15-20: CutHatteras shingles lo makecorn-cap.


Certificate of Authorization ((9S03

:*S^

iABO flti

Figure15-21:Installationof caps along hip* andndgrs.



FL5444-R9


6.3.6

6.3.6.1

6.3.7

Highland Slate™, Highland Slate™ IR:

10W AND STANDARD SLOPE:

Figure IJ-J: I:seFlIEunitsfor a ay Highland Slate- shingle

* "l i

TRINITY ERD

STEEP SLOPE:

l.'se FIVE nailsand KIGHT spotsr»i asphalt rootingreim-iit* lor e.idilull Highland Siaieshingle, for MUiul-baile. SIX ruills .ire rtquiroif.Ap[)|y r diameter spots ot .isph:ili rooiing cement utiilej each tabcorner. Asphalt roofing cement nuvting ASIM Vmb Type 11 issnggesie.!

SW-.-•&•••• ','ii

eritk-ni as >hown

(AITKIN: l:\tcsM\v »••».• .>l K«>lifiM a/iimit rail uii'-i Single.* to blwii

.*•.•:£

r*- •'•-•'•:• /•""""v :••••••-! *-f*-

¥•—yH—S$%—£i tRootiirj Cement

lignre 11 <A:' *eFli/i millsandeights/xilsofasphaltroofing(euieul undereach tabcorm'i:

'CAMION: Excessive useol fooling eenvfiican causeshinglesto blisier.

Hip &Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest™ IR or Shangle Ridge™hip and ridge shingles.

Patriot™:

LOW AND STANDARD SLOPE STEEP SLOPE

I ><• l:( )l It naib lor even lull slnn«le I-nuutl as slim',n Mow ' M'H" H,!ails :llul lo'"' N"^ "i ;«ni»Ii»1" r«*MA <vm. us i"< «-\.n It'll-InmjY as sliiiwti Ix-hiv. .\»plull i'»-lin• <• tiRiil irntlinu VSI \| Diî.

r -— -j T}pi II issu^r^ni. \|ipl*. I *Jr> iIhid .j)nl>iit a-ph.if t... .hii-;

:Assti«3(t.iitr.i:

Hip & Ridge: Refer to instructions herein for CedarCrest™, CedarCrest™ IR, Shadow Ridge™, NorthGateor Shangle Ridge™ hip and ridge shingles.

Labeling:

7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of theAccredited Quality Assurance Agency noted herein.

7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBCTable 1507.2.7.1/ R905.2.6.1.


Certificate of Authorization 1(9503Evaluation Report 3532.09.05-R10

FL5444-R9

Revision 10:02/16/2016

Page 11 of 12

TRINITY ERD8. Building Permit Requirements:



Contact the named QA entityfor information on which plantsproduce products covered by Florida Rule 61620-3 QArequirements.


UL LLC-QUA9625; (414) 248-6409; [email protected]

- END OF EVALUATION REPORT -


Certificate ofAuthorization ((9503


FL5444-R9


'RINITY ERD

EXTERIOR RESEARCH & DESIGN, LLC.Certificate ofAutliorization U9503

353 CHRISTIAN STREET, UNIT #13

OXFORD, CT 06478

PHONE: (203) 262-9245FAX: (203) 262-9243

Evaluation Report iJ532.09.05 RIO

FL5444-R9

Date of Issuance: 09/22/2005

Revision 10: 02/16/2016

EVALUATION REPORTCertainTeed Corporation18 Moores Road

Malvern, PA 19355

Scope:

This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use ofconstruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. foruse of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products describedherein have been evaluated forcompliance with the 5th Edition (2014) Florida Building Code sections noted herein.

Description: CertainTeed Asphalt Roofing Shingles.

Labeling: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted hereinand FBC 1507.2.7.1.

Continued Compliance: This Evaluation Report is valid until such time as the named product(s) changes, the referencedQuality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of thisEvaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or thereferenced Quality Assurance documentation changes. Trinity| ERD requires a complete review of this Evaluation Reportrelative to updated Code requirements with each Code Cycle.

Advertisement: The Evaluation Report number preceded by the words "Trinity| ERD Evaluated" may be displayed inadvertising literature. Ifany portion of the Evaluation Report is displayed, then it shall be done in its entirety.

Inspection: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or itsdistributors and shall be available for inspection at the job site at the request of the Building Official.

This Evaluation Report consists of pages 1 through 12.

Prepared by:

Robert J.M. Nieminen, P.E.

Florida Registration No. 59166, Florida DCA ANE1983 '.''*£i'io"\'

Certification of Independence:

1. Trinity| ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any compary manufacturing ordistributing products it evaluates.

2. Trinity | ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for

which the evaluation reports are being issued.

4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of theproduct.

5. This is a building code evaluation. Neither Trinity | ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyproject on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retainedspecifically for that purpose.

.,-,im>/„.

s— -= o*The facsimile seal appearing was authoizei: !>y Robe:: Niernmen.P.E. on 02/16/2016. This does not serv? as an eli ctromcaliy signeddocument Signed, sealed hardcopies have be jn ti.insmitted 10 the

Product Approval Administrator and to the naniej client

o i iv!..! vt..'

Roofing Systems Evaluation:

1. Scope:

Product Category: RoofingSub-Category: Asphalt ShinglesCompliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstratedcompliancewith the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testingin accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions ofUse set forth herein.

2.

4.

Standards:

Section

1507.2.5, R905.2.4

1507.2.7.1, R905.2.6.1

1507.2.7.1, R905.2.6.1

References:

Entity

UL (TST 1740)

UL (TST 1740)

UL(TST 1740)

UL(TST 1740)

UL(TST 1740)

UL(TST1740)

UL(TST 1740)

UL (TST 1740)

UL (TST 1740)

UL (TST 1740)

UL (TST 1740)

UL (TST 1740)

UL(TST 1740)

UL (TST 1740)

UL (TST 1740)

UL (TST 1740)

UL (TST 1740)

UL (TST 1740)

UL (TST 1740)

UL LLC (TST 9628)

UL LLC (TST 9628)

UL LLC (TST 9628)

UL LLC (TST 9628)

UL LLC (TST 9628)

UL LLC (TST 9628)

UL LLC (TST 9628)

UL LLC (QUA 9625)

Property

Physical Properties

Wind Resistance

Wind Resistance

Examination

ASTM D3161

ASTM D3161

ASTM D3161

ASTM D3161

ASTM D3161

ASTM D3161

ASTM D3161

ASTM D3161

ASTM D3161

ASTM D3161

ASTM D3161

ASTM D3161

ASTM D3462

ASTM D7158

ASTM D3161& D3462

ASTM D3462

ASTM D3161

ASTM D7158

ASTM D3161 & D3462

ASTM D3161, D3462 & D7158

ASTM D3161, D3462

ASTM D7158

ASTM D3161 & D3462

ASTM D3161& D3462

ASTM D3161, D3462 & D7158

ASTM D3161 & D3462

Quality Control

Standard

ASTM D3462

ASTM D3161, Class F

ASTM D7158, Class H

Reference

94NK9632

99NK26506

03CA12702

03CA12702

03NK29847

04CA11329

04CA32986

05NK07049

05NK16778

05CA16778

05NK14836

05NK22800

R684

05NK08037

09CA28873

10CA41303

10CA41303

10CA41303

10CA44960

13CA32897

TFWZ.R684

TGAH.R684

4786334434

4786570826

4786570717

4787195678

Service Confirmation

Year

2009

2009

2008

Date

05/15/1998

11/23/1999

05/27/2003

06/16/2003

10/03/2003

05/24/2004

12/03/2004

04/15/2005

05/12/2005

05/12/2005

05/22/2005

06/22/2005

09/21/2005

06/28/2006

07/23/2009

10/07/2010

10/08/2010

10/27/2010

11/:,1/2010

11/21/2013

04/22/2014

04/22/2014

09/16/2014

02/12/2015

12/16/2015

02/09/2016

Exp.07/03/2017

Product Description:

4.1 CT20™, XT™ 25, XT™ 30 and XT™ 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles.

Carriage House Shangle00, Centennial Slate™, Grand Manor Shangle®, Landmark™, Landmark™ IR,Landmark™ Pro, Landmark™ Premium, Landmark™ TL, Landmark™ Solaris and Landmark™ Solaris IR are

fiberglass reinforced, laminated asphalt roof shingles.

NorthGate™ is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.

4.2

4.3


Certificate of Authorization K9503


FL5444-R9


4.4

4.5

4.6

4.7

4.8

)

Presidential Shake™, Presidential Shake™ IR, Presidential Shake TL™ and Presidential Solaris™ are fiberglassreinforced, architectural asphalt roof shingles.

Hatteras™, Highland Slate™ and Highland Slate™ IR are fiberglass reinforced, 4-tab asphalt roof shingles.Patriot™ is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs) providing a laminatedappearance through an intermittent shadow line with contrasting blend drops for colordefinition.

Presidential Accessory, Accessory for Hatteras, Shangle Ridge™, Shadow Ridge"'1, Cedar Crest™, CedarCrest™ IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hipand ridge installation.

Any of the above listed shingles may be produced in AR (algae resistant) versions.

LIMITATIONS

5.1

5.2

5.3

5.4

5.4.1

5.4.2

5.4.3

5.4.3.1

5.5

This is a building code evaluation. Neither Trinity| ERD nor Robert Nieminen, P.E. are, in any way, theDesigner of Record for any project on which this Evaluation Report, or previous versions chereof, is/wasused for permitting or design guidance unless retained specifically for that purpose.This Evaluation Report is not for use in the HVHZ

Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing MaterialsDirectory for fire ratings of this product.

Wind Classification:

All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTMD3161, Class Fand/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zonesup to Vasd = 150 mph (VLI|t = 194 mph). Refer to Section 6 for installation requirements to meet this windrating.

Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridgeand NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, ClassF. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive orHenkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's applicationinstructions, for use in wind zones up to Vasd = 150 mph (Vul! = 194 mph).

Classification by ASTM D7158 applies to exposure category Bor Cand a building height of 60 feet or less.Calculations by a qualified design professional are required for conditions outside these limitations.Contact the shingle manufacturer for data specific to each shingle.

Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeedasphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris™) exceeds thecalculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (Vuit = 194 mph) forresidential buildings located in Exposure Dconditions with no topographical variations (flat terrain) havinga mean roof height less than or equal to 60 feet.

The shingles are permissible under Code for installation in these conditions using the installationprocedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject tominimum codified fastening requirements established within any local jurisdiction, which shall takeprecedence.

All products in the roof assembly shall have qualityassurance audits in accordance with the Florida BuildingCode and F.A.C. Rule 61G20-3.

INSTALLATION

6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 anc the shinglemanufacturer's minimum requirements.



FL5444-R9


6.1.1

6.2

6.2.1

6.2.2

6.3

6.3.1

fl S\H\!I I i *-*\»->

Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida StatewideProduct Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 orR905.2.3.

Installation of asphalt shingles shall comply with the manufacturer's current published instructions, usingminimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimumrequirements herein.

Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC1507.2.6 or R905.2.5. Staples are not permitted.

Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions.

CertainTeed asphalt shingles are acceptable for use in reroof (tear-off) or recover applications, subject to thelimitations set forth in FBC Section 1510 and CertainTeed published installation instructions.

CT20™, XT™ 25, XT™ 30, XT™ 30 IR:

LOW AND STANDARD SLOPE

ENGLISH

Jl

•- kW

T

METRIC

Y/«•--( iZ-.- nn)- «- ~i ; .0- Tin' -•l3-mt— •y vr\ , -».

r:2-> rn) S;a:ar:: 2: rn'; -*-T

e- I.si/

l"(>n-rii' ':':alr.f!>. {'.': im'i-M

STEEP SLOPE

1'.se four nails andsixspols ol asphalt roofing cement- lor every lullshingle [Figure li-4). Asphalt roofingcement meeting AS'LM I)-i?SdType II is suggested.

K

...

A h 1 i 'if" • " • —*kRooting Cement

f

Figure 11-3: Usefour nailsfor emyfull shingle.

6.3.1.1 Hip & Ridge: Cut Shingles

Figure tl-4: Usefour nails andsixsfvjls ofasphalt cvmenl onsteep slope:

*CAl"TION: Excessive use ofroofingcement can causeshinglesto blister.

i/\ k

:CC.n-n-

Figure J1-24: Cut tabs, then trim back tomake capshingles(English dimensions shown/.

Figuiv IJ-25: installation ofcapsalongthehipsandridges*

Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof &Flashing Sealant, in accordance with manufacturer's instructions.


Certificate ofAuthorization ((9503


FL5444-R9

Revision 10: 02/16/2016

Page 4 of 12

6.3.2CarriageHouseShangle®.CentennialSlate™andGrandManorShangle®:

LOWAND

STANDARDSLOPE

1st;fivenailsforeveryfullSliaugk'.

L3r~-

5/r(16mm!

v>y.

•-pm

\'/y'sf/yy

55/6"i^riiiw:

i

STEEPSLOPE

1st-sevennailsandthreespotsofasphaltroofingcementforeveryfull(handManorSliatigle.Ise.fivenailsandthreespotsofasphaltroofingci'itteutforeveryfullliimagt-HouseShangleandCentennialSlate.Applyasphaltroofinga-meiui"t2Smm)fromedgeofshingle(Figure/."->).AsphaltroofingcementmeetingASTM!)i5.S(>IVpeIfissiigt'esied.

Figure17-i:Use.fuvnullsforereiyfull(handManm.\haugle.CarriageHouseShangle.«/•CentennialState

RootingCemont

Figurel~-r.11beninstallingGaudManorShanglesonsleepslufies.usesevennailsandll„vesj.»tsnfasplhdtlo-ifiugcement.

6.3.2.1Hip&Ridge:Shangle®Ridge

•12'

Remove

ThisTape

-t»-

S

Figure17-18:Shangle''Ridge.

Faslentheleftside

FIRST

Exposure

LEFT

Remove(apefromthefightside

andfastenSECOND

RIGHT

Figure17-19:InstallationofShangle^Ridgeshinglesonhipsandridges.

Note:ForASTMD3161-ClassF,useBASFSonolasticNP1adhesiveorHenkelPL®PolyurethaneRoof&FlashingSealantinaccordancewithmanufacturer'sinstructions.

ExteriorResearchandDesign,LLC.CertificateofAuthorization((9503

EvaluationReport3I532.09.05-R10FL5444-R9

Revision10:02/16/2016Page5of12

METRIC DIMENSIONS

I?"

(305 mm)- (3/!immi-

T

i'/rMailable, f

Aifla

j- |-rtfixnni) | Re**c laps

WyWmimLANDMARK TL

—(30;. iiiii) —-

i'(2:>(M:i)'

13'A"-(3-13 mm)—;

\X vytf(330 iim)-«-!-• (3-13 mm)

Figure l.i-i: Ise fournailsfor ereijfull shingle

NorthGate:

•Vllt

12' '-H-:J0Jf,ivi •-—\-»— : 37Srr.ini •

________

i / ,1-w.l^li ••,: t^.

•**-— i'V* ' ••' —**.

V ;25

im^ o5cT«!

i_i nfifing aics'i forlevae.d -Jisndaro <bp:s :!'•>; IIJ :i it'

Mi«-ll;flw);r.»-'hs.-i<"c^«;v.i,

STEEP SLOPE

Ise six nails ami lour spots of asphalt roofing cement for every fulllaminated shingle Sec below. Asphalt roofing cement should meetASTM 04586TVpe II. Apply 1" spots of asphalt roofing cement muleeachcornerand at about 12" lo I.V in from eachedge.

METRIC DIMENSIONS

Mai Atea JFor SteepT

(?.'i mm)


(?5'mii

NITY ERD6.3.3 Landmark™, Landmark™ IR. Landmark™ Pro (formerly Landmark™ Plus). Landmark™ Premium.

Landmark™ TL. Landmark"" Solaris. Landmark™ Solaris IR. NorthGate:

LOWAND STANDARD SLOPE



UNDfMRK TL

(25 mn

Figure tf-5: Use sixnailsandfour spofs ofasphalt moflngcement on sleepslopes.

NorthGate:

STEEPSLOPEKAlLlNGAREA I

12"

-(305 mm)14-3/4"

(3?5mriTr~*-Nailino L nuts

•V(25mmu oetween lowerv ' i /;• nail |:nes,

RooT.'io CemsirNailing areas for steep slopes (greaser man21i2;

and "Storm»Nai|ing''Nail beween lower ? nail lines as sôv/n above.

12"

-i'30b rnpVV-4-

1"(25 mni'i-

TRINITY ERD

6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge™ or NothGate Accessory

&

n V. -J

Figure 15-16: Shadow Ridge accessory shingles detach easilyfromthree-piece units to make 72individual cappieces.

12

(305mm)

Exterior Research and Design, LLC.Certificateof Authorization 1(9503

12

(305mn) •

— 6 —

(150mm) t— 6- —

(150mm|

Notch for

Centering

Notches lor Alignment totheTopEdge of the Previous

Capfor5"(125mi~) Exposure

EnglishDimension

Shadow Ridge™

(180mm)

97/8' w(250mm)

-415/16—4—415/16 -.(125mm) (125mm)

13V4-(337mm)

!.

1ii

Notch for

Centering

> y

Notches forAlignment totheTop Edge ofthe Previous

Capfor 5% (141mm) Exposure

\ /

Metric Dimension

Shadow Ridge™

75/8(196mm)



6.3.3.2

W.) -r\-

It. G :t2br

C£.-;.3i::3Hc-,r

^3 IPC >

i.~371'f: ' | \ i$v\-tr.Jii /

,(l25mi^)

;jlOllC5!'MS|>••;ilin: li

. CViiUJSC, HI

NorthGate Ridge

12" i A, . /30SD-"11) n

—-*00kLayin9N0,ch

13 M'ViCui?mm)

13 1'8"-<j {333 mm) >•

< 6 5/8 "-l«t 6 5/8' t"\(»6amm)i (168 mmV

CenteringMoteb '

Alignthesenotches to top

edge of^ previous course. / y

7 5/0

JI9-1 mm)

NorthGate Accessory

ERD

/7>'««? /J-.20: fee laying notches' lo center shingles on hips andridges, andlo locate theconvctexposure.

Note: For ASTM D3161 - Class F of Shadow Ridge™, use BASF Sonolastic NP 1 adhesive or Henkel PL®Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions.

Hip & Ridge, Option 2: Cedar Crest™, Cedar Crest™ IR

Use two fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge andabout 2-inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, placefasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge.

itfn^^rxr:

/A V




TRINITY BM.)Note: For ASTM D3161 •• Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLM Polyurethane Roof &Flashing Sealant to hand-seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of theshingle's raised overlay on the top piece and extending approximately 4-inch along the sides of theheadlap along a line %to 1-inch from each side of the shingle's headlap. Immediately align and apply theoverlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side,apply a 1-inch diameterspot of NP 1 or PL adhesive between the shingle layers.

lo ii-.'.o 4-

M <<".- "i

V -'3-> i.c-s>'ii n 0

6-3.4 Presidential Shake™, Presidential Shake™ IR. Presidential Shake TL™. Presidential Solaris1

6.3.4.1

6.3.4.2

I0W AND STANDARD SLOPE:

For lowand standardslopes,use live nails lor each lull Presuleiiii.ilshingle as shown below.

14 1/462 mm

NOTE Applynails on painted guideline

Figure 16-6: laslenmg Pre>idtn!>alandPn-sideiil'a!.'/ vAv/Z/eshingles on loira.idsimulant staffs

STEEP SLO!'-.

For sleepslopes, use ninenails lor each lullI'resideuiial shiu:;!e an:lapply 1' diameter spots of..u»pli.ilt roofing cement mile/ each simigie LibAlter applyiny, 5 n.iils inbciuecn '.he nailing guide lines, apply i nails I'above tabcutouts uiakiiis. certain Libs o;overhinn slrnslecy.er t't.ds

I ill.illi-li'l .iSpll.ill l.v.iuitl Otlli-rnl

Figmv lv-7- PttskTiiug Presidentialand Presidential PL shakesi ingles rn. sleepslope*.

Hip & Ridge, Option 1: Presidential Accessory

PRESIDENTIAL ACCBSORV

Presidential accessory shingles can be used tor covering hips andridges. Apply shingles up to the ridge (expose no more than ~" Iromthe bottom e(\gc of the "tooth." Fasten each accessory with iwo fasteners. The fasteners must be l-vr" long or longer, so ihey penetrateeither W into the deck or completely through the deck. Presidentialaccessory comes in two different sizes: Accessory produced inBirmingham, AL is 12" x 12"; Portland, OK produces n'/s" x 15 '-Vaccessory.


Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest"", Cedar Crest™ IK hip and ridgeshingles.

Exterior Research and Design, LLC.Certificate of Authorization K9503



6.3.5 Hatteras™:

10W, STANDARD AHP STEEP SLOPE:

(230 mm)...... 9" ..*.

(XJO mm)- B' -

r

(25iiî>> *-j.~

r

».»* ..... /L* kt

1

si/fi'i.2'10mri)

1r

figure/.i-.r tlistening llitllems shingles o»/.-,• andStumlan!ShfHs

Forlowamisuiiulaul slopes, wivfive nails loreach hiltlliiltoi-.is sliiiij'Je a>>\\t,v.n abou-.

6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras

Figure 15-14:18 three-piece unitsseparate to wake54 Hatteras Accessory shingles.

nooluiu Ct'i»cnl

/ u ./.•,' •: i :,;.•/<•/>•;.„ Hull., ,v.a/. te ?<>.. •• / Aft.;;..'< ;*.<

I>>| slc«'ji •lop. • ...( |ti.' (|.si-.:l.ii! iT.-.lll .(rois . I .^j,.,.i!l hk.Ii.i

fi mititl.-i iv<l> lull Si;Uloi.i% :!ii»,-i. ,'s slitmjt alinr .\|i|)lv I'U-> ' <il.mirli.-i |'.!|.- i)i lo.ifm, i.it.iii! i VMM I) l>Si. !,j.;- |lMtj'C'-U'ii) Wlili; i .li1'1>l> (oiiii-i l'n-<s sli;n;.;!t- uUn pl.it t-, <ti. m.i, \jlNf .((Jis|||

CAN'tOiS: 1'f.iitiui li nm!:n/ii'iii.'ui, .Hi t.|ii«.' xriu^loitj Wt-ii;

TRINITY ERD

JsV--\


6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles

Ha 9" *•]I (230 mm) i

|| ' ?— i ' fJ V^

i" ••

i

!

A

CapShingle

CapShingle

CapShingi?.

1

CapShingle

18'

4G0p

*2*&tfV

Figure 15-20: Cut Hatteras shingles tomade cover cap. Figure 15-21: Installation of capsalonghipsand ridges.


Exterior Research and Design, LLC.Certificate of Authorization #9503

Evaluation Report 3S32.09.05-R1OFL5444-R9

Revision 10: 02/16/2016Page 10 of 12

6.3.6 Highland Slate™, Highland Slate™ IR;

LOW AND STANDARD SLOPE:

-*"" "J-—T*— *'—*»-— *'—*?*•••• •••~.ii»i-.« ! :;siT~i fi:f.m\ : .xs,-.-.-.

Figure ll-f. I'seFll'F nailsfor every Highland Stale shingle.

TRINITY ERD

STEEP SLOPE:

f'se FIVE tuiiis and KIGHT spotsof ::spliali rooting cement" lor each(nit Highland Shite shingle. For Miami-Dad?, SIX nails are rectiiiml.Apply 1"diameter spots ol asphalt roofing cement mirier each tabcorner, Aspliati roofing cement meeting ASTM DtiSc-Type II issuggested.

f.i.srci 0-i(«i*<a,^!>s ,.. .,SIXTaisa.'.t-'̂ S ' ''S:Vm<

•.-itafie on-aeis-

Roofing Cement

Figure ll-.ii: UseFlVH nullsand eightspotsoj asphaltroofingcement undereach lab corner.

"CAUTIOX: Excessive use of rooting, cementcm causeshinglesto blister.

6.3.6.1 Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest™, Cedar Crest™ IR or Shangle Ridge™hip and ridge shingles.

6.3.7 Patriot™:

LOW AND STANDARD SLOPE STEEP SLOPE

I m- K>I'U nails lot cu-j\ full siting lenami a.- shown In-low ' H"mu ,,ail>aml lH,i ^'^ "l :,sP,w!l r"ofil,:;<>,iU"f'">' '-un luiisttiti«!<-.isshuvn Ivhiw. .ispli.iii iDulinu(TitK-ni iiuciiiiÂSTM DpXd

.— - , lypell i> sti»;;oiecl. .\pp}i 1 (_'> mm' spois of .tsph.tii roiilint:?:,s|.r: cuneiil .is AfHivvn.

C.Al'ilON:IAiissivv uh'<>l rnufiiH:niiieiitcm vanseslmmies i<> blister

•-MC

\ I— I'H- ~\>

i Healing Ctf.tenlf

Hip & Ridge: Refer to instructions herein for Cedar Crest™, Cedar Crest™ IR, Shadow Ridge™, NorthGateor Shangle Ridge™ hip and ridge shingles.

7. Labeling:

7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of theAccredited Quality Assurance Agency noted herein.

7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBCTable 1507.2.7.1 / R905.2.6.1.


Certificate of Authorization ((9503


FL5444-R9

Revision 10: 02/16/2016Page 11 of 12

TRINITY ERD8. Building Permit Requirements:



Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QArequirements.


UL LLC-QUA9625; (414) 248-6409; [email protected]

- END OF EVALUATION REPORT -


Certificate of Authorization U9S03


FL5444-R9


Documents

ROOF SUPPLEMENTAL FOR City of Daytona Beach