HomeMy WebLinkAboutproduct approval (2) ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
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Date: Permit Number:
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Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
Phone- (772)462-1553 Fax: (772)462-1578 Commercial Residential x
PERMIT APPLICATION FOR: Roof
PROPOSED IMPROVEMENT LOCATION �(
2614 Newport Dr Fort Pierce,FL 34982
Address: P
Le gal Description:
ORANGE BLOSSOM ESTATES-2ND ADDN-2ND PLAT BLK 7 LOTS 7 AND 8(0.72 AC)(OR 1879=2689;2324-2637)
Property Tax ID#: 2421-609-0015-000-6 , ,I Lot No.7
Site Plan Name: Block No. 7
Project Name: James Trinidad
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Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK
Install new 30 yr shingle roof FI5444-R12
Install SWR Underlayment F12569-R13 -
CONSTAUCTION INFORMATION.Acid
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itional work to be nertormed under this permit—check all appy: !
HVAC Gas Tank Das Piping _Shutters Q Windows/Doors
Electric 0 Plumbing ❑Sprinklers E Generator ✓ Roof X12 Roof pitch
Total Sq. Ft of Construction: 5996 Sq. Ft.of First Floor:
Cost of Construction:$ 17134.00 Utilities:Sewer E]Septic ;Building Height:
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OWNER/LESSEE
CONTRACTOR,,�h
Name ,lames Trinidad Name: James Cody Thomas !I
Address: 2614 Newport Dr Company: Florida Retrofits,!',Inc
City: FT.Pierce State:F: Address: 2840 Kirby'Circle#31
Zip Code: 34982 Fax: City: Palm Bay State:Fl
Phone No.561-262-5084 Zip Code: 32905 I 1 Fax:
E-Mail: Phone No. 877-659-8354 !
Fill in fee simple Title Holder on next page(if different E-Mail: info@floridaretrofits.com
from the Owner listed above) State or County License: CCC1330830/CBC1259135
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
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SUPPLEMENTAL CONSTRUCTION,LIEN LAW INFORMATION
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name:James Trinidad Name:JamescodyThomas
Address:2614 Newport Dr Fort Pierce,FL 34982 Address: 2614 NewportDr.1
City. FT.Pierce State: City: Palm Bay State:
Zip: Phone Zip: Phone:
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FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
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Add ress:284010rby circle#3 Address: I
City: City: II
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the'work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
StI.Lucie County makes no representation that is granting a permit will authorize the permit holderto build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrencyi�review-room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result!in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or�an attorney before
commencing work or recording our Notice of Commencement.
Signature of caner/Lessee/Contractor as Agent for Owner Signature ontractor/License older
(STATE OF FLORIDA STATE OF FLORID
COUNTY OF 40`e,_—_J COUNTY OF / -✓
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this S- day of 20/r— by this--r day of--Q b :120)r"by
'V 4i✓19 f C
Na of pers n making statement Nim f person making statement
iPersonally Known OR Produced Identification Personally Known �� OR Produced Identification
Type of Identification Type of Identification) :1
Produced Produced
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of Elod
(Signatui a QW654tY �y� j�lLa gc LF/ 1);HIP (Signature of Nota iPubl' -
0 A, '�..,
' n................
MY COPAMISSION#F 153833 :,a�Pw.°�f4. SHARON LISA BLANI(ENSHIP
Com
miss '�y �`pi gust 2 B Commission No. �: '- 1 COMMIS�tFF153a33
ir I:'oi I
(407)398.0153 FlorldnNota 9arvlce.com �,?�. - oar.IEXPIRESAugust24, 201B
orr�
Iorldallota 5."ce.com
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION ISEATURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW ;i REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev.8/2/17 i
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IRD
TRINIW
5.6.3 Bond to Mechanically Attached Base Laver:
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Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY q0,
LastoIbbnd Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Last:)bond 195, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector,RESISTO L81244,Lastobrnd Smooth Seat HT or Colphene FR GR
applied to:
> ASTM D226,Type I or 11 felt;Sopra-G;Modified Sopra
-G.
For Installations under mechanically attached prepared roof covelngs base- layer shall be attached per
minimum codified requirements. For installations under foam-onlItile'sy ms (Lastobond TU HT only),
I stel,
base layer shall be attached in accordance with FRSA/TR1 April 2012(04-12)1 1:
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Aoolications.,r JFRSA R1 April 2012 (04-12)
does not address wind uplift resistance of all underlayment systen" beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift lim,it'ations apply to underlayment
systems,
that are not addressed in FRSAtTRI April 2012(04-12) and are use, in foam-on tile applications.
Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,
and reflects the ultimate passing pressure divided by 2 (the 2 to I margin]I of safety per FBC 1504.9 has
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already been applied). Refer to FRSAITRI April 2012(04-12)or FBC!1609 f6e.determination of design wind
pressures.
.#I Maximum Design Pressure=-45.0 p
Deck: Min. 15/32-inch plywood to meet project firements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)Elastocol Stick,Elastocol 600c or RESISTO U EX I ERIOR PRIMER
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Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
#2 Maximum Design Pressure=-67.5 ps
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Elastocoi 600c
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhere
#3 Maximum Design Pressure=-150.0 Ps
Deck: Min. 15/32-inch APA-rated BCX plywood (may be instaliIid C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
uriscliction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be dri7n flush`"with the surface. All sharp
splinters and wood projections shall be removed/sanded.,
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly roll using hand roller and/or
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weighted roller to ensure there are no voids, and,ensure are no voids/bridging at
side and end-laps.
#4 Maximum Design Pressure=,60.0 v
Deck: Min. 19/32-inch plywood to meet project reqU,rementsj to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with;nails (FBC 1517.5.1) and tin
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caps (FBC 1517.5.2) spaced 6-Inch o.c. at the 4-,inch laps,and 6-Inch o.c. in three (3),
equally spaced rows In the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered
5.6.4.1 All other direct-deck, adhered Soprema underlayment systems beneath;'foam-on tile systems carry a
Maximum Design Pressure of-45 psf.
Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-R11
Cerdficate OfAuthorkaftn#9503 6P EDITION(2017)FBC NON-HVHZ EVAWAYION j
FL2569-1113
Soprerna,Inc. Revision 11:10/06/2017
Page 5 of 8
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TABLE 1: RObF:COVER OPTIONS '
Asphalt Nail-On Foam-On Wood Shakes&
llnderlayment Shingles Tile Tile �I Metal Shingles Slate
Lastobond Smooth Seal HT Yes No'. No,`•�� Ye's Yes
' �r`
Colphene FR GR Yes Yes Yes Nlo t Yes Yes"`
See 5:5.1, i l ,
5.5,1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations.
TABLE 1A ALLOWABLE TILE.AD,HESIVE UNDERLAYMENT COMBINATLONSl
_.
Adhesive Florida Product Approval Il Underlayments
Dow TileBondTM' FL22525 Lastobond TU HT j
ICP Adhesives Polyset®AH-160 FL6332 Lastobond TU HT or Colphene FR GR
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH P 1Y 40, Lastobond Shield HT, Lastobond
Pro HT-S,Lastobond TU HT,Lastobond Eaves Protection Sheet,Lastobond 1195,Lastobond ECO,RESISTO
LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
➢ Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
Colphene FR GR applied to:
➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends
priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within
24 hours.
➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to
installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond
Pro HT-S,Lastobond TU HT,Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond ECO,RESISTO
LB1236, Grip-Rite Eave &Valley Protector,RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR
GR applied to:
Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems(Lastobond TU HT only),insulation att'achmenti shall be designed by a qualified
design professional and installed based on testing of the insulation /underlayment system in accordance
with FM 4474,Appendix D,Testing Application Standard TAS 1141 Appendix J or UL1807.
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I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for oiverturning�Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report 518030.06.09-1111
CertiJlwte ofAutharkadon#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13
Soprema,Inc. ! i Revision 11:10/06/2017
Page 4 of 8
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vl 'TRI�IBTYERD
6. INSTALLATION:
6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation
requirements subject to the Limitations set forth in Section S herein and the,specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the isubstrate;with Elastocol Stick, Elastocol
600c or RESISTO EXTERIOR PRIMER(if applicable).
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6J Lastobond TU HT,Lastobond Shield,Lastobond Pro HT;N;RESISTOR SA SMOOTH PLY 40,Lastobond Shield.
HT, Lastobond Pr'o HT S, Lastobond Eaves•Protection Sheet; Lastobond 195, Lastobond Eco,,Lastobond
Smooth Seal HT,-RESISTO L81236;Grip Rite Eave&Valley:Protector,RESISTO 1.61244 or Colphene FR 11-:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1976 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications:
While priming is optional, Soprema recommends priming with EI i tocol Stick, Elastocol 600c or RESISTO
EXTERIOR PRIMER if the final roof cover is not slated for installation within N hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 it of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining!membrahe as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water.! Vertical seams should be 6-
Inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
11
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12,Soprema recommends back-'nailing i61the overlap area at the top of
the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working frlom the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and'�work upward.
6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR onlvi:
Reference is made to'FRSA/TRI April 2012 (04-12) Installation Manual land Table 1 herein, using the
instructions noted above as a guideline.
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For foam-on the applications,reference is made to Section 5.6.4 herein for;wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents Utile slippage and/or damage to the
underlayment. See Table 2 herein,and Soprema published requireirnents for the staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Exterior Research and Design,I.I.C. ; Evaluation Report S18010.06.09-R11
Certileate of Authorization 89303 6'EDITION(2017)FBC NON-HVH2 EVALUATION FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
Page 7 of 8
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Kj TR1NffY!ERD
8. MANUFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F.AIC. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plat Saecificatioli: . Product(s)
Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,
Lastobond Pro HT-N,Lastobond Pro HT-S,Lastobond 195,Lastobond
Drummondville, a i.�t
ASTM D1970 Eaves Protection Sheet,Lastobond Eco Lastobond Smooth Seal HT,
QC(Canada) a ,'
RESISTO LB1236,PrimeSource Grip-Rite Eave'&Valley Protector,
RESISTO L81244
ASTM D1970&FRSA/TRI 04-12 Colphene FR GR
Wadsworth,OH
Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
n
ASTM D1970 Lastobond Smooth Seal HT,RESISTO.�LB1236I ,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO L81244
ASTM D1970&FRSA/TRI 04-12 Lastobond TLI HT;Colphene!.FR GR
Gulfport,MS
Lastobond 195,Lastobond Eaves Protbction Sheet,Lastobond Eco,
+ �I;,
ASTM D1970 Lastobond Smooth Seal HT,iRESISTO LB1236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB1244
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
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Exterior Research and Design,LLC. Evaluation Report S18010.06.09-R11
Cerdf ate of Authorkaflon#9S03 6r"EDITION(2017)FBC NON-HVHZ EVALUATION I i FL2569-1113
Soprema,Inc. Revision 11:10/06/2017
Page 8 of 8
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1/1912013 Honda Building 0006 Unline
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SCIS Home Log In User Registration i Hot Topics 1 Submit Surcharge j Stats&Facts 3 Publications ; FBC Staff i3C
Product Approval
USER: Public User
Product Approval Menu>Product or Application Search>Application List
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t �` � x Search Criteria
Code Version 2017 FL# I 4,I
Application Type ALL Product Manufacturer
Category ALL Subcategory
Application Status ALL ComplianceIlMethadj,i
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired
Product Model, Number or Name ALL Product Descriptionj,�
Approved for use in HVHZ ALL Approved for use outside HVHZ
Impact Resistant ALL Design Pressure
Other ALL i
Search Results-Alications i
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Tvae Manufacturer Validated 13v
FL2569-Ri3 Revision Soprema, Inc. (Canada) � ,' Sohn W. Knezevich, PE
Histo Category: Roofing (954) 772-6224
Subcategory: Underlayments
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the OC and/birthe Commission if necessary.
Contact Us::2601 Blair Stort OI d Tallahassee FL 32399 Phone:850-487-1824
i
The State of Florida is an AA/EEO employer.Conyrlaht 2007-2013 State of Florida. ::Privacy Stakement::Accessibility State
1
Under Florida law,email addresses are public records.If you do not want your e-malladdress released in response to a public-recor
mail to this entity.Instead,contact the office by phone or by tiadltional:mall.If you have any questions,please contact 850.48'
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chilker 455,F.S.must provide the Department w
one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If yo
address,please provide the Department with an email address which can belmade w4iable to the public.To determine if you are a
please cilck)tlere.
Product Approvatl Accepts:
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1/10/2018 Florida Building Code Online
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BCIS Home ( Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff BC
Florida
�:. Product Approval
.� o i .'USER: Public User
Product Approval Menu> Product or Application Search>Aoolication List>Application i66tail
i"
o FL# FL5444�-R12
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer' CertainTeed Corporation-Roofing
Address/Phone/Email 20 Moores Ro'a'd
Malvern, PA 19355
(610)1893-54'6;O
mark.,d.ha rner@saint-gobain.com
Authorized Signature Mark Harner' 1
mark.d.harner@saint-gobain.com
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Technical Representative, Mark D. Harn'er
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
(610)i651-5847
Mark.D.Harner@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
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Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Arc[
Professional Engineer
J Evaluation]Report'- Hardcopy Received
Florida Engineer or Architect Name who developed Robert Niemi'nen
the Evaluation Report
Florida License PE-591166 j
Quality Assurance Entity LIL L IC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By John W. Knezevich, PE
R Validation Checklist- Hardcopy Received
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https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtah1gO7CSsoycOd28CcpCm5j9JS3Osk4S7sljNdlwNg%3d%3d 1/3
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1/19/2018 Florida Building Code Online
CO
Certificate of Independence FL5444 R12 OI 2017 01 COI Nieminen.Ddf
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Referenced Standard and Year(of Standard) Standard w
ASTM D3161 i !
ASTM D3462 „
ASTM D7158
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Equivalence of Product Standards ;
Certified By
Sections from the Code
Product Approval Method Method.1 Option D
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Date Submitted 09/07/2017
Date Validated 09/12/1,2017
Date-Pending FBC Approval 09/15/12017
Date Approved 12/12%2017
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Summary of Products
FL# Model, Number or Name I Description
5444.1 CertainTeed Asphalt Roof Shingles) 3-tab, 4-tab, strip-(no-cut-outs), lam
asp' Qt roof shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5444 R12 II 2017 09 FINAL ER
Approved for use outside HVHZ: Yes SHINGLES FL5444-R12.Ddf
Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-
Design Pressure: N/A Created by Independent Third Party:
Other: Refer to;ER Section 5 for Limits of Use Evaluation Reports
FL5444 R12 AE 2017 09 FINAL El.
SHINGLES FL5444-R12.Ddf
Created by Independent Third Party:
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Contact Us:: 2601 Blair Stone Roajd.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida. :: Privacy Statement::Accessibility State
�I
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-recor•
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.48'
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department w
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If yo
address,please provide the Department with an email address which can bel made available to the public.To determine if you are a
please click hire-
Produ4Approvab Accepts:
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Gredit.C'ard
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BCIS Home Log In User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications ( FBC Staff BC
djFlodda
;i ■.r.l Product Approval
" f USER: Public User r
Product Approval Menu > Product or Application Search>Application List
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Search Criteria
Code Version . 2017 FL#
I
Application Type ALL Product Manufacturer
Category ALL Subcategory
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Application Status ALL Compliance Method
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired
Product Model, Number or Name ALL Product Descriptionll
Approved for use in HVHZ ALL Approved for use outside HVHZ
! Impact Resistant ALL Design Pressure
Other ALL
Search Results-Applications
FL# Type Manufacturer Validated By
FL5444-R12 Revision CertainTeed Corporation-Roofing John W. Knezevich, PE
History Category: Roofing j (954) 772-6224
Subcategory: Asphalt Shingles I'
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or;the Commission if necessary.
Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
11 1 j,l
The State of Florida is an AA/EEO employer.Copvright 2007-2013 State of Florida. :: Privacy Statement::Accessibility State
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-recor•
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.48'
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chaptbr 455,F.S.must provide the Department w
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If yo
address,please provide the Department with an email address which can beimade available to the public.To determine if you are a
please click h're.
Prodlu.t Approval(,Accepts:
eCheck �-�.
Credit Card
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TRINITY ERD
Certificate of Authorization#9503
pr.
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January l,'2017 i
RE: Certification of Independence, Florida F.A.C. Rule 61 G20-3'
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To Whom It May Concern: j
i
This letter serves to document the following in accordance with Florida F.A.C.IRule 61 G20-3:
1. Exterior Research&Design, LLC.d/b/a Trinity I ERD does not have, nior doe's;it intend to acquire or
will it acquire,a financial interest in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I 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 the product.
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5. Building Code Evaluations issued by TrinitylERD and Robert Nieminen, P.E.a je not,in any way,to be
construed to mean or imply that TrinitylERD or Robert Nieminen, P:E. are the Designer of Record
. Ir'rl
for any project on which the Evaluation Report is/was used for permitqting or design guidance unless
retained specifically for that purpose on a given project. j
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Please contact our office with any questions.
Sincerely,
H.
Robert Nieminen, P.E.
Florida Reg.No.59166
Vice President I
Email:robermieminen@trinityerd.com
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TRINITYIERD
WA: 80 Yesler Way,Suite 200 Seattle,WA 98104 P: (206)467-0054 F: (206)267-0272
CT: 353 Christian Street, Unit 13 Oxford,CT 06478 P: (203)262-9245 F: (203)262-9243
wr. ISIAH} ECOUNTY ..
SC: 10 Mauney Court Columbia,SC 29201 P: (803)988-8133 F: (803)988-8111 . a
HI: 735 Bishop Street,Suite 430 Honolulu,HI 96813 P: (808)535-3144 F: (808)535.3147 ACCREDITED
na+x
lxmi+r
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F1[TERRESEARCH&DESIGN, LLC.
Certificate of Authorization//9503
QTRIM 1 1 I ERD 353 CHRISTIAN STREET,UNIT#13
j OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 3532.09.05-1113
20 Moores Road FL5444-1112
Malvern, PA 19355 Date of Issuance:09/22/2005
(610)651-5847 I Revision 13:09/05/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules viand regulations governing the use of
_ construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,P.E.for
Use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 6u'Edition(2017)Florida Buildiing Code sections noted herein.
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DESCRIPTION: CertainTeed Asphalt Roof Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality!Xssurance Agency noted herein
and FBC 1507.2.7.1/R905.2.6.1 i
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CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named products) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to ithe product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. TrinityjERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityij ERD Evaluated" may be displayed in
advertising 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 theluser by the manufacturer or its .
distributors 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.
• i
Prepared by:
Robert J.-M.Nieminen P.E. '• '�
r The facsimile seal appearing was authorized by Robert Nieminen,
an P.E.09/ 05/2017.This does not serve as an electelectronically signed
Florida Registration No.59166,Florida DCA ANE1983
tJJtnri�grt�}s document.
CERTIFICATION OF INDEPENDENCE: II
1. Trinity jERD does not have, nor does it intend to acquire or will it acquire, a financiall 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.E.does not have,nor 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 Trinity ERD nor Robert Nieminen, P.E. are] in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting;or design guidance unless retained
specifically for that purpose.
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TRINITY ERD
ROOFING SYSTEMS EVALUATION:
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1. SCOPE: i
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Product Category: Roofing
Sub-Category: Asphalt Shingles I'
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of-the 6th Edition (2017)FloridalBuilding Code and 6a' Edition
(2017) Florida Building Code,*.Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of U,se set forth herein.
2. STANDARDS:
Section Property Standard I 1; Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 !,1 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 1 2011
1.
3. REFERENCES'
Enti Examination Reference I ! Date
UL.(TST 1740) ASTM D3161 94NK9632 ;I 05/15/1998
UL(TST 1740) ASTM D3161 99NK26506 11/23/1999
UL(TST 1740) ASTM D3161 03CA12702 "i I 05/27/2003
UL(TST 1740) ASTM D3161 03CA12702 I 06/16/2003
UL(TST 1740) ^ASTM D3161 03NK29847 { 10/03/2003
UL(TST 1740) ASTM D3161 .04CA11329 05/24/2004
UL(TST 1740) ASTM D3161 04CA32986 p l 12/03/2004
UL(TST 1740) ASTMD3161 05NK07049 I,i 04/15/2005
UL(TST 1740) ASTM D3161' 05NK16778 , 05/12/2005
UL(TST 1740) ASTM D3161 OSCA16778 1 I r 05/12/2005
UL(TST 1740) ASTM D3161 05NK14836 i; 05/22/2005
UL(TST 1740) ASTM D3161 05NK22800 06/22/2005
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UL(TST 1740) ASTM D3462 R684 ,' i 09/21/2005
UL(TST 1740) ASTM D7158 05NK08037 06/28/2006
UL(TST 1740) ASTM D3161&D3462 09CA28873 i 07/23/2009
UL(TST 1740) ASTM D3462 10CA41303 10/07/2010
UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010
UL(TST 1740) ASTM D7158 10CA41303 I, j 10/27/2010
UL(TST 1740) ASTM D3161&D3462 10CA44960 i i 11/11/2010
UL LLC(TST 9628) ASTM D3161,D3462&D7158 13CA32897 ' 11/21/2013
UL LLC(TST 9628) ASTM D3161,D3462 TFWZ.R684 I 04/22/2014
UL LLC(TST 9628) ASTM D7158 TGAH.R684 ,; 04/22/2014
UL LLC(TST 9628) ASTM D3161&D3462 4786334434 j 09/16/2014
UL LLC(TST 9628) ASTM D3161&D3462 4786570826 02/12/2015
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4786570717 112/16/2015
UL LLC(TST 9628) ASTM D3161&D3462 4787195678 j ! 02/09/2016
UL LLC(TST 9628) ASTM 63161,D3462&D7158 4787380356 r 10/26/2016
UL LLC(TST 9628) ASTM D3462 4787380357 10/13/2016
UL LLC(TST 9628) ASTM D7158 4787380357 11/08/2016
UL LLC-(TST 9628) ASTM D3161 4787380357 f 11/09/2016
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787586427 01/25/2017
UL LLC(QUA 9625) Quality Control Service Confirmation Exp.03/09/2020
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-1113
Certificate ofAutharlration#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)651-5847 f Revision 13:09/05/2017
l f{ Page 2 of 12
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TRINITY I ERD
4. PRODUCT DESCRIPTION:
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4.1 CT20'"",XT'"'25,Xrm 30 and XTI 30 IR are fiberglass reinforced,3-tab asphalt roof shingles.
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4.2 Arcadia"", Belmont®, Belmont® IR, Carriage House Shangle®, Grand ;Manor: ShangleO, LandmarkTm,
Landmark'"' IR, Landmark'"' Pro, Landmark' Premium, Landmark'm',i'1TL, Landmark" Solaris and
Landmark*"'Solaris IR are fiberglass reinforced,laminated asphalt roof shingles.
4.3 NorthGate)is a fiberglass reinforced,laminated,SBS modified bitumen ro f'shingle.
4.4 Presidential Shake'"', Presidential Shake"" IR, Presidential Shake TLTIA''and Presidential Solaris'"' are
fiberglass reinforced,architectural asphalt roof shingles. I'
4.5 Hatteras'"',Highland Slate""'and Highland Slate'"IR are fiberglass reinforced,4-tab asphalt roof shingles.
4.6 PatriotTM is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'"", ShadowJRidgel, Cedar Crest'"', Cedar
Crest'"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.8 Any of the above listed shingles may be produced in AR(algae resistant)versions.
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S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that p",
5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5A.1 All shingles noted herein are Classified in accordance with FBC Tables 1507:2.7.1,and R905.2.6.1 to ASTM
D3161,Class F and/or ASTM D7158,Class H, indicating the shingles are acceptable for us in all wind zones
UP to Vasd = 150 mph (Vit= 194 mph). Refer to Section 6 for installationir�equirements to meet this wind
rating.
5.4.2 Presidential Accessory,Accessory for Hatteras,Shangle Ridge,Shadow Ridge,Cedar Crest, NorthGate Ridge
and NorthGate Accessory hip&ridge shingles have been evaluated in accordance.with ASTM D3161,Class
F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or
Henkel PL®Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application
instructions, for use in wind zones up to Vasa=150 mph(V„It=194 mph).!.
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5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a liuilding height of 60 feet or less.
Calculations by a qualified design professional are required for conditib ns outside these limitations.
Contact the shingle manufacturer for data specific to each shingle.
5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance(RT)for the CertainTeed
asphalt Roof shingles listed in Section 4.1 through 4.6(except Presidential Solaris'') exceeds the calculated
uplift force (FT) at a maximum design wind speed Of Vasd = 150 mph (V„It = 194 mph) for residential
buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean
roof height less than or equal to 60 feet. The shingles are permissible under Code for installation-in these
conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements l'established within any local
jurisdiction,which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C.Rule 61G20-
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Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-R13
Certificate ofAuthori:ation#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
iiPage 3 of 12
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6. INSTALLATION: j
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 /,R905.2 and the shingle
manufacturer's minimum requirements.
6.1.1 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 or
R905.2.3. I J i
6.2 Installation of asphalt shingles shall comply with the CertainTeed ;Corporation current published
instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6
and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements; but not less.than FBC
1507.2.6 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 the
limitations set forth in FBC Section 1511 or R908 and CertainTeed piublished 1ristallation instructions.
6.4 CT20'"",XT7M 15' ""30,X1'""301Ft )� tai++ w ¢•
,. }
LOW AANND STANDARD 12LOPE 12 12 STEEP SLOPE JI J J
LOW_
ENG
se four:nails and six spots of aspiialt roofing cement*for every full
(305'mm); (305mm) (305,mm)—� Shingle(Figure 11-4).Asphalt rooRng:cementmeeting ASTM D45.8G
1+1,(25 mm) Sealant1"(25inm) �{ TyPe,:III&suggested I;
5•$1e'..(145 mm) 1 -J,
5 i�211"fol Norwnotf
Phird j I
METRIC
13118" 93?/e'' nm)
'zoling Cement(25 mm) slant 1Apply'I�t(25 mm)spotsof asphalt roofing cement
I under each tab corner.
6,1.A Figure114:Usejournall!:idskrspotsofa3p#dltce»iwiton'steepslopes:
*CAUTION'Excessive use;of roofing cement canscause shingles,
to blister. ill
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Ftgure713i Usefour-nalisforeveryfriiishing(e.
6.4.1 Hip&Ridge for CT20Tm,XTrm 25,XTrm 30,XTrm 30 IR: Cut Shingles j F
( 2 ) liemoVe
25mm)�I� (� "(50 mm`first 5.. 12"(865inm)r' Fas�e
.ir Ir ti il�
�,L
_ '12"
Cap Cap Cap 305 mm)
Shingle Shingle Shingle
Figure11-24;Crit tabs,Ylien ulna back to vndke cap skngtas �o�N.•
(English dinrenslons shown).
Ftgrare f Il5r lns1611141ion ofcaps'atong kPips 4 ndgini,
6.4.1.1 For ASTM D3161,Class F performance use BASF"Sonolastic®NP1TM"'adhesive or Henkel "PL®Polyurethane
Roof&Flashing Sealant",in accordance with CertainTeed required ents.
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Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13
CerditcateofAuthorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION i k FL5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847 I Revision 13:09/05/2017
Page 4 of 12
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6.5 ARCADIA"m:,,"
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LOW AND STANDARD SLOPE STEEP SLOPE
Use SIX nails for every full shingle located as shown below. Use six nails and FOUR spots onasphalt roofing cement for eeem full
shingle as shown below.Apply asphalt roofing cement 1"(25 mm)
from edge of shingle.Asphalt roofing cement meeting ASTit D 4586
1l1m it is suggested.
1'(25 mm) 1'(25 mm) ', i
Nal Line i'.f
Nail i
Nal Line ✓—PIIS mm) I, � 1'(25 mm)--►
lil
Figura 2:Use six nalhs for eue,3,f:r/l sbingle.
t
Figure 3:Use six nails and four spots of asphalt
(roofing coindlit oil steep Slopes.
6.5.1 Hip&Ridge for ArcadiaTm: Cedar Crest'"',Cedar Crest'TM IR
Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch
from each side edge and about 2-inch up from the starter shingle's exposed butt edge,ensuring minimum
%-inch embedment into the deck,or full penetration through thelldeck. For each full Cedar Crest shingle,
place fasteners 8-5/8-inch up from its exposed butt edge and 1-14 fromeach side edge.
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For ASTM D3161,Class F performance use BASF"Sonolastic®NP11"adhesive or Henkel"PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements,to hand-seal
Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingles raised overlay on the
top piece and extending approximately 4-inch along the sides of the headla�p along a line%to 1-inch from
each side of the shingle's headlap. Immediately align and apply the overlying shingle,gently pressing tab
sides into the adhesive,and"install nails. To secure the other side,11 apply 41'-inch.diameter spot of NP 1 or
PL adhesive between the shingle layers. I I;l,t
Hand-sealing adhesive
4"
114"
I� _85 re) (305 m
I� lF2U�'
_
Dab of asphalt
cement bet,,e6en I„
shingle layers
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Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization#9503 6T"EDITION(2017)FBC.NON-HVHZ EVALUATION FL5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
,I Page 5 of 12
TRINITY I ERD
6.6 BELMONT®OR BELMONT®IR: _-
Low and Standard Slope Steep Slope(greater than 21:12):
11(2:12 to 21:12): Use SEVEN nails and EIGHT spots of
Use FIVE nails for every fall Belmont shingle, asphalts,roofing'cement"for every full
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located as shown below. Belmont shingle''Apply"asphalt roofing
+ cement)1"(25mm)from edge of shingle.
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t to(38mm} See below.Asplialt roofing cement meeting
or lac 4
;-- �— ,•(25mm) ,'tis ASTM D45$6 Type II is suggested_
W(16 nnn) • 6 5ra t t2'(38
inml i
Lj R
(2211 mm) Ju la-
+-
o Additional nails if required. I . I
518'(16 mm) 6 516'
(226
0
�•
1'(25 nnn)�Hooting Cement
6.6.1 Hip&Ridge for Belmont®or Belmont®IR:
6.6.1.1 Option 1:'For Belmont®,refer to instructions herein for Cedar Crest"'or Cedar Crest'"IR hip and ridge
shingles. For Belmont®IR,refer to instructions herein for Cedar Crestm IRI hip and ridge shingles.
6.6.1.2 Option 2: For Belmont®: Shangle®Ridge
i 8, Exposure 1 Remove tape
—12.
I from the right side
1 II 8• and fasten
SECOND
Fasten the RIGHT
left side
Remove FIRST 85/8 /
This Tape LEFT �I
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Figure 17-19:Installation of Sbangle®Rld l e sbingles
Figure 17-18.Sbangle Ridge. on blps and.ridges.
6.6.1.3 For ASTM D3161,Class F performance use BASF"Sonolastic®NP1I1"adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with Certa�inTeed requirements.
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Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-R13
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847 j Revision 13:09/05/2017
Page 6 of 12
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TRINITY I ERD
6.7 CARRIAGE-HOUSE SHANGLE®AND GRAND MANOR SHANGLE®
LW AND
STANDA D SLOPE Use seven nails and three spat
STEEP SLOPE
s of asphalt roofing cement for every
full Grand Manor Shangle.Usnailsnails and:drrcc spots of asphalt
Use five nails for every fall Shangle. roofing cement for every full('uriage libuse Shangle and Centennial
Slate.Apply asphalt roofing cement 1"(25 mm)from edge of shingle.
(111gnre-17 5).Asphalt ronfing'cement meeting ASTM 1)4586;3) II
y• fps is suggested
J +(25 mm) (25 mm)
11/2"
(38 mm)
518" 6 518"
(16 mm) (220 mm) 1" or loss 1,..
I—
If(l5mm) (25—)
ligure]74:UseJirenatlsforeivgfidl,GrrurdAlanorSpahgle, 518 85I8•'
Carriage House Shangle,or Centennial Stale. (16 mm) 1 I�` (220
'(25rnm) I ,,I Hoofing Cement
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Figure 17-5:W1 6n Inslallink Gmnd Slanor Sbangles on sleep sloyws,
vise seven Bails and tbi'il shols ojasphalt roofrng cemeni.
6.7.1 Hip&Ridge for Carriage House Shangle®and Grand Manor Shangle:Refer to instructions herein for
Shangle®Ridge hip and ridge shingles II
6.8 LANDMARK"",LANDMARKT°'^IR,LANDMARK"" PRO,.LANDMARK'm PIREMIUNII;LANDMARKT"'TL,LANDMARK'"'
SOLARIS,'LANDMARK"SOLARIS IR,NORTHGATE:
LOW AND STANDARD SLOPE LANDMARK TL
13" i3f/2
METRIC DIMENSIONS 113th"
��—('343 mm)—► ;�—(330 mm)--•—(393 mm)—j
12" 143/4" 12" (25 mm)1 1 1"(25 mm)
—� I1. —. —
r—(305.mm)—j-4--(2175 mm)—l---(305 mm)—►�
1
-n"32"•.-`:T2�S4:9�S bLT�iReleaoS:.�.34kti:kY
• 2
se Tape ( 5mm)
h 1" 25 mmF �I
1
1'tl2"
VIA
Nahple F V
Aiea Figu il31 Usejoirrnailsforerrgjills(iingle
NorthGate:
'VIDE ! '
MILINc 12" 14 V4' 12'
AREA Imo-- (305 mm) —►a—(375 mm) + (3105 mm)— 1
Naling!rusts
+.1"(25 mm) Upper nal[no i"(26 mm)'
Lower nal lne
Iii { )1
, I
� 1(
Naaing areas for low and standard slop-o3(from 2:12 to 21:12)
No]behaelen upper&b'aertres as shovvn abova.
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Exterior Research and Design,I.I.C. I, Evaluation Report 3532.09.05-Ri3
Certificate of Authorization#9503 6T"EDITION(2017)F13C NON-HVHZ EVALUATION F1.5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
Page 7of12
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TRINITY J
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STEEP SLOPE
Use_six nails anddour spots of aspliall:rooling cement for eveiy full LANDMARK'TL
laminated shingle-See belonv.Asphalt.rooting.cement should meet.
A$ni 645.561)�a II.Apply t"spols of asphall,roo*cement unce 13� 1313Y"
each d 3"in fromach,edge• { 9L" 12 33'mm�)
II
METRI(DIMENSIONS14-11'(25I'I Mrn)
7 F777
1.
143/4" -12" VZZ
(305 mm) (375 mm) (305 mm) 1'-rj 11"
(25 mm) (25 mni)
:?sx xsin.srk F�-,raa air s, II Roofing Cement
i� 1 (25 mm) 1'�(25mm)-•' �—
f Release Tape i
Nail Area
Fo(Steep F - Figu�e 13 5:Use s�xnails and Torr§Pols of
aspualt roo,frrrg'.cenrent on.steep.slopea.
(25 mm) ---- "..(25 mrn; � i •
Roofing Cement I,I
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NorthGate:
STEEP 12" 14-314" 12" j1!.
SLOPE I*(305 mm) (375 rnrn)--X305 mm}'-ri
NAILINAREA I Nailing imits Ij i j
—1"(25 mm) between�?1 1"(25 mm)—i
nal Imes. II I
Roofing Cement
Nailing areas for steep slopes(greater an 21:12)!
and"Storm-Nailing"
Nail between lower 2 nail lines as shown above.
6.8.1 Hip&Ridge for Landmark'"' LandmarkTM IR Landmark""Pro.Landmark'"'i�Premium,Landmark'"TL,
Landmark•"'Solaris,Landmark""Solaris IR,NorthGate: i 1
6.8.1.1 Option 1: Shadow Ridge'""or NothGate Accessory
12" !''i! 97/8°
(305mm) I (250nim)
F. 6' 415!46°--�—415/16° ..
(150mm) (150mm) (125inm) I (125mm}
°It
Notch for i l Notch for
Centering f Centering
12• 131/4°
(305mm} N chestoGAll oment� (337mm) NotchesforAlignmentto,
Lthe Top Edge of the.Previous the Top Edge of the:Previous 196mam
Cap for 5°(125mm)Exposure(1�m) Capfor56/8°(141mm)Fxposuie }
Engiisli'Ditnension Metric Dimension
Shadow Ridge' Shadow RidgeTM
1 til
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-1113
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION ! FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)651-5847 1 Revision 13:09/05/2017
Page 8 of 12
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9 27132'
I+ —(250 MM)
415115'(125 mrn)
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131/8"
+-
-L,--(333 mm)—►II
Centenag Notch fi'5/8•-►14-6 5/8—►1
168 mm) 168 mm
13114• I T
(337 mm) Align these T centering
—
notches totop 7 51(194mm) 131/4• /
edge or (337 mm) / t
i i Align these
previous cnutse I notches to top (1mm)
I+ edge of
previous course.
NorthGate Ridge NorthGate Accessory
12°
Laying Notch'
b.,
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5`,(125mm) I I i I JAI!
�osure I I i
Figure 13-20,-:Use klng noldbes to ccmfcrsbhrgles on baps and
rldges,'and'lo locale this correct ep;-I,re.
6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NK!m" adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
6.8.1.3. Option 2: Refer to instructions herein for Cedar Crestm,Cedar Crest'IR hip and ridge shingles.
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Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-1113
Certiflcate of Authorization 119509 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R32
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
Page 9 of 12
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.. _ . .. TM ' TM TM�I 'iac�'��8-,I TM
6.9 "PRESIDENTIAL SHAKE PRESIDENTIAL SHAKaE. IR,PRESIDENTIAL SHAKE TL i'j RESI[)ENTIAL.SOLARIS
- STEEP Slt)PE. r .
LOW AND STANDARD SLOPES I I
For low an.d standard slopes,p'se.five nallsffor each'full:Presidential For steep slopes;:use rune nails for each full Presidenfl4AIngle and
§hiligle,as shown below, apply 1°diameter spil is of asphalilroohng cemeiilunder.eachAingle.tab,
Afterapplying'S nalls,in between the nailing guide Lines,apply.4 nails l
Nailing. 1. — 40"—moi above llabcutouls maldng.cerlatn'labs of overlying shingle corer adds
Guide Lines
51/4'
(133 corn) • • • . .
14,1/4" 1
L-1.112' 38 mm) (362,mm)' • .— _ i
NOTE:App.ly'nails on painted guideline. II I+
d
Figure 16=''6 FastentngFraslilenA!al anyl`Pissfdat1' iameter asphalt rooting cement'tial TL Stipke, I,
.sbingles'on-lotu and.standard'slopes
Figrcre'16-7.•Fastening Fresfdentta!and`FresAknUalIM$bake
sbingltik',on sleepstopes,
6.9.1 Hip&Ridge for Presidential Shake',Presidential Shake'IR.Prii)dentia)(Shake TLT",Presidential
SolarisTM': i
6.9.1.1 Option 1:Presidential Accessory
PRESIDENTIAL ACCESSORY
Presidential accessory-shinglesean:be;used for.covering.hips-and
ridges:Apply.shingles up to the-ridge (expose no more than,? from
the`bottom edge of the'`tooth."Fasten each accessory with two las-
teners.,The fasteners mu"st'be 13 4'.long''or.;longer so they penetrate
either 3/4'into-the de&,or completely through the deck Presidential j
accessory comes,in hvo Werent s)zes Accessory produced.#
Birmingham,.AL is 12 ',x 12 ;.Poriland,-Okproduces g.7� x 1:31/4
accessory.
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6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11 adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
6.9.1.3 Option 2:Refer to instructions herein for Cedar Crest",Cedar Crlescm IR Hip and'ridge shingles.
6.10 HATTERAS'M
LOW,;STANOARDAND STEEP SLOPE: --0 �� — r
I (230 inm) �(230 inm)7�230 mm) (230 mm) I
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(230mm). (230.mm) (230_mm) (230mm) t Lolm),25 —r
L�25
�i9318„
-- --(25,mm)� (240mm)
-- -- ---- —f t II, % I',' %�
9 318" Roofing Cement
(240 mm) L.i
_ £i�wel5•kI'rrsfrning11-iI tSGi�r�lrs,011SMrpSlo/res
`G
for steep stn)'s,Ilse Osc a�ll5!and ctglnspott'or asPITA 0fing
f/grtre95.3 FnticiringllnlMrns:SLingles ou ceuMBt roreach full rtane m,sGiii�lc:u shown abme.l 00*
lair andkajdard.4lo%�es (25ifi-1 it-orispasofrotifing cement(, %IDi586''!}pel1
for low:and-stnndani slopes,use five nails for each full suggesteJ)tin Jercuh 1.1 cornet Pros shingle into#lice;knot
llauer s shingle asdiownabove, esposrcemen1.
WITIQN:Too lunch ro00ng cemem nn rtusc side 1.s to blister.
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Exterior Research and Design,I.I.C. I, Evaluation Report 3532.09.05-R13
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION I FL5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847 i, Revision 13:09/05/2017
Page 10 of 12
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6.10.1 Hip&Ridge for Hatteras m:
6.10.1.1 Option 1: Accessory for Hatteras Fasten boths'des
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Figifre 1514+18 three.piece amts separate to make:
54 Hatteras•Accessory sbingtd-
t
6.10.1.2 Option 2: Cut Hatteras Shingles
'(230;MM I,
I I j I I ,5 sties
G -�I F�
I I g �g!'�{4601nm) !E"11
——�.:— •(203 mm� "spa 25mm1
— —— 460rnrn)
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Cap Cape Cap Cap. I g31$
Shingle: Shingle Shingle Shingle
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Figure,15=20:CufAiteras shingles to make.cover cap.: Figure 15121 Insta ration of caps a,6ij bips:'anid.ridos.
6:10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NP1TM" adhesive or Henkel "PL® Polyurethane
Roof&Flashing Sealant";in accordance with CertainTeed requirements.
6.11 HIGHLAND,$}LATE*"';•HIGHLAND&ATE'"' STE
• LOW.AND STANRDiaAR�D:SIjDaaP�E:y` P-SLb ,?Hspots`
of asphalt and SC cement,for eachUse
og,
fiillHivhland Slate shingle.For M)amt-Dade,SIX nails are required.
Apply i'
dlameter spoltsof asphali.roollngcementunder e, tab
tz> ) as'm j corner..As)halt rooang,cement meeting ASTM D4586 type H is suggested.
9.318• �somm_1 trsc_m�V` R?e�. lrn,°"'j,
1240 mm), SIV'
Miani,•Dadarequires' --
SlXnatls M1vo n2ils �r '
�I M��
inslnlled over ceriler --.s��1�.--. a
cAul asshown)., T Kami-D¢da requ'vss R+a mmJ.
S)xnalsityo nails.
' "adoul as tlrovmE� �— I i
Figumjj-3:.UseFMnadsfor imyHigbiandSlatesbtngta• ! Roofmg;Ceinent
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Figure 11-j iirse Flnw nails andeiibi,soon ojaspbdf
root cmnmi finder eacb iib comer.
"CAUrIOY Excessi%tIe ise ofrool)ng cement`cnn.catise sfitng[es
to til sterl' I I
6.11.1 Hip&Ridge for Highland Slatel,Hiahland Slate'IR:Refer to instructions!herein for Cedar CrestTm,Cedar
Crest m IR or Shangle Ridge'""hip and ridge shingles.
Exterior Research and Design,I.I.C. I'I'1 Evaluation Report 3532.09.05-R13
CerdflcateofAuthori:ation#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION j �';, FL5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847j Revision 13:09/05/2017
Page 11 of 12
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6.12 PATRIOT*"' f } -_
1} l,.i( i_ w
LOW AND STANDARD SLOPE STEEP SLOPE '.
Use POUR nails and lour',(pots of asphalt roofing cement for every full
{ Use FOUR nails for every fill shingle located as slto«,n bel0w. t
shingle as slioivn beloNti;::Asplfalt roofing cement muting ASTM Dv586
Type 11 is suggeste(l.Appl}•1'(25 mm)spots of asphalt roofing
lant cement as sliown.
_ CAUTION:F i�cessive use li f roofing celnGri can cause shingles to blister.
fr1B' +t'(25 mm) 1 1'(25 t»a�}-+y r
(158 mm)
TIt (-ti ( ' a t31'z 1 l -—'———-—
s aa:i`i tea mm) r to rte}-
"ll ng Cement
P—) Win) {30arm}
6.12.1 Hip & Ridge for Patriot'"": Refer to instructions herein for Cedar Crest"!, Cedar,Crest'"" IR, Shadow Ridge-,
NorthGate or Shangle RidgeTm hip and ridge shingles.
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7. LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer's nameIlogo, 'city, state and logo of the
Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required'classifications detailed in FBC Table
1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required.by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this
product. j'y
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered ,by Florida Rule 61G20-3 QA.
requirements.
10. QUALITY ASSURANCE ENTITY: j
'UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com
-END OF EVALUATION REPORT-
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1Evaluation Report 3532.09.05-R13
I. Exterior Research and Design,I.I.C. p„I P
Certificate afAuthorization 119503 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
j Page 12 of 12
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