HomeMy WebLinkAbout322 Cabana View Way - BR18-004450 - REROOFCITY OF
S A F®RD PERMIT APPLICATION
BUILDING DIVISION
Application No: (AISD
Documented Construction Value: $ XO, \5n.00
Job Address __) r r-&\t c cj Historic District: Yes NoEr
Parcel ID: e' C- - 1 C1 " ' bOOU'O - nMlO Residential [Commercial Type
of Work: New Addition Alteration Repair Demo Change of Use Move Description
of Work: C Q , - (- Cs(k- '— Plan
Review Contact Person:Cc-!A,5\ -S 5- \c: Title:QK\ce c Phone: (
ys)(6\c -Ga\3 Faxk-\01iio`1c1-6; Oli Email:Ccys-c,\@I-LoM Property Owner
Information Name 0
N(A6S=Az_ Phone: Street: Resident
of property?: City, State
Zip: _z (cycoya Contractor Information
Name 1-.
Q' 0-Lxc+\cw,\ A - SS1(_ Phone: (' A l) bc\c1- (0 a \ j Street: 'aF
o Ak:'Mcx Nola 0\Je- a-1 Fax: ( AC Coa, - \i City, State
Zip: W\ Mr_r f (ck(-) . ^1 1a State License No.: C\ Architect/Engineer
Information Name: Phone:
Street: Fax
City, St,
Zip: Bonding Company:
Address: E-
mail:
Mortgage Lender:
Address: 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a
separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 2
i
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6th Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value ofthejob at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature o /Agent Date Signature of Contractor/Agent Date
o
Signatu=el. e t 11at %ota
0 f111 L' a Date
CRY:
Expires
CIAtPyavn;
r° NotaryPublic-StateofFloridaaryPubofFlorida,ommis088777•
Commission ii GG 088777 Commul
24, 2021 = OPO My Comm. Expires Jul 24,2021 Bonded
through Nationa.N
0 OwndthrouaryAssn. Me Or ally Known to Me or Produced
ID Type of ID FL. 1_ Produced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing .Gas Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes []No # of Heads Fire Alarm Permit: Yes []No APPROVALS:
ZONING: UTILITIES: WASTE WATER: ENGINEERING:
FIRE: BUILDING: COMMENTS:
Grant Maloy, , Clerk Of The Circuit Court & Comptroller Seminole County, FLInst#2018126597 Book:9244 Page:626; (1 PAGES) RCD: 11/6/2018 11:01:09 AM
THIS INSTRUMENT PREPARED BY:
Name: Contractor
Address:
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number: Parcel ID Number. 29-19-31-501-0000-0720
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement.
4ESC"2`?IIl F A7KE 1L (Lee descdn9(he,property and street address if available)
32
I 'aLt. ttanna
L
ii(elTwttCwaYYyFliaa Lord,
yti
GENERA DESCRIPTION OF IMPROVEMENT:
re-roo
OWNER INFORMATION:
Name: Ruhul and Fatema Quddus
Address: 322 Cabana View Way Sanford, FL 34771
Fee Simple Title Holder (ifother than owner) Name:
CONTRACTOR:
Name: KC Construction & Maintenence Inc.
Address: 3500 Aloma Ave. W24 Winter Park, FL 32792
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER -CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
tooth est ofmy know) a and belief.
UL.
L of rest ar ] l Owners Printed
Florida Statute 713.13(1)(g): ' Theowner mustsignthe notice ofcommencementand no one else may be permitted to sign in hisorher stead'
State of Ft ort CAc. County of SeS \\R\6 l f-
The foregoing Instrument was acknowledged before me this day of nC_'tOb2.0 20 VR
by R A\S.41 Ck UCkISA` Who is personally known to me
Name of person maldngstatem nt
OR who has produced Identification type of identification produced: l Q L
YSTAL GARCIAblic-StateofFloridass&4NM-- GG 03R777.
Expires Jul 24, 2021gghNaltonalNotaryAssn.
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: \ 0 /\ \ /o6
I hereby name and appoint: E e_,A- 4 0r nA \ z'
an agent of hC Ccs\s+ - t_\ oyN A MUD nVe (Y,N e _ TRL .
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
C The .specific permit and application for work located at:
a C G`ocA:Ncx y a .
Street Addres )
Expiration Date for This Limited Power of Attorney:('
License Holder Name: e 1y 1 n r' 5-V% kv_
State License Number:
Signature of License H
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this day of
204 by kif n C \ \10 who is personally known
to me or o who has produced
identification and who did (did}oqt e an o
Notary Seal)
1P tY r'oe' " CRYSTAL GARCIA
Notary Public - State of Florida
Commission q GG 088777
Notary Public -State of F \ace c G
Commission No ( (- -1-1 "1
9 - p z= hRy Comm. Expires 1ul 24, 2021
600dM ! hrough National No!ary My Commission Expires: Assn.
Rev. 08.12)
M
oir cyt Proper y Record Card
Parcel: 29-19-31-501-0000-0720
I Property Address: 322 CABANA VIEW WAY SANFORD, FL 32771
Parcel Information Value Summary
Parcel 29-19-31-501-0000-0720
Owner(s) QUDDUS, RUHUL
QUDDUS, FATEMA
Property Address 322 CABANA VIEW WAY SANFORD, FL 32771
Mailing 322 CABANA VIEW WAY SANFORD, FL 32771-5222
Subdivision Name CELERY KEY
Tax District i
S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(2008)
60 147.06 38,11
co
r
co
iC6 10" 9
Y
c
25.14 Nn, P
4015 101-68,. h
cAsaHaviFtvwFl r•-----
7. o
Legal Description
LOT 72
CELERY KEY
PB 64 PGS 85 - 96
Taxes
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value $160 835 $132 053
I. --._ --___. _ a _ . _ _ _ _. _ w _
Depreciated EXFT Value
Land Value (Market) $37,000 $32,000
Land Value Ag
Just/Market Value " $197,835 $164,053
Portability d--_.
r_._ --
Save Our Homes Adj— $77,357 — $46,053
Amendment 1 Adj $0
P&G Adj I $0 1 $0
Assessed Value ; $12 7408 $118,000
Tax Amount without SOH: $2,335.00
2017 Tax Bill Amount $1,459.00
Tax Estimator
Save Our Homes Savings: $876.00
TRIM Notice Delp
Does NOT INCLUDE Non Ad Valorem Assessments J
Taxing Authority I Assessment Value Exempt Values i Taxable Value
County General Fund 120,478 ; 50,000 70,478
Schools 120,478 25,000 95,478
City Sanford 120,478 50,000 ' 70,478
SJWM(Saint Johns Water Management) 120,478 ; 50,000 70,478
County Bonds 120,478 50,000 ; 70,478
Sales
Description Date Book Page Amount Qualified Vac/Imp
SPECIAL WARRANTY DEED
CERTIFICATE OF TITLE
6/1/2007
4/1/2007
06745
06660
0558
1230
260 000
100
Yes
No
Improved
Improved
WARRANTY DEED 2/1/2006 06174 1943 310,000 Yes Improved
Fled Compambto Salo& 1
Land
Method Frontage Depth Units Units Price Land Value
LOT 1 $37,000.00 $37,000
Is Bed/Bath count incorrect? Click Here
Year BuiltDescriptionActual/Effective Fixtures I Bed Bath ( Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages
KC Construction & Maintenance Inc.
1425 Tuskawilla Rd. Unit 159
Winter Springs, FL 32708
Name / Address
Ruhul and Fatema Quddus
322 Cabana View Way
Sanford, FL 32771
Estimate
Date Estimate #
10/10/2018 615
Project
Description Qty Cost Total
Shingle roof: 10,150.00 10,150.00
Remove all roof material down to the wood decking on the existing
roof and dispose of all trash and debris will be dispose of properly,
there will be tarps on the ground to protect landscaping and keep
nails out of the grass and bushes, also a magnet will be used to
insured all nails are picked up when job is completed.
Re-nail all decking to comply with new building codes.
Install new GAF LIFETIME WARRANTY HD architectural
shingles with 1/2 coil roofing nails at least 6 per shingles, install
new SYNTHETIC felt paper, install all new lead boots over
plumbing pipes. Install new Leak Barrier Weather watch storm
guard over all valleys and roof to wall flashing.
The color of the shingles will be owners choice.
Some shingle colors are special order and will cause price to
increase).
Install off ridgevents, replace all lead boots, and goose neck vents.
Replace dripedge all around the house.
Install new hip, ridge, and starting strips.
Shingles are warranted to withstand winds up to 130 mph.
Includes all permit and inspections.
Release of lien will be issued at completion ofjob when job is paid
in full.
This estimate does not include any deteriorated or damaged
decking. Once old roof is removed we will inspect the decking and
General Contractors Lic# CGC1510908
Roofing Contractors Lic#CCC1329511 Total
Customer Signature
Page 1
KC Construction & Maintenance Inc.
1425 Tuskawilla Rd. Unit 159
Winter Springs, FL 32708
Name / Address
Ruhul and Fatema Quddus
322 Cabana View Way
Sanford, FL 32771
Estimate
Date Estimate #
10/10/2018 615
Project
Description Qty Cost Total
inform customer of extra charges for purchase and install of new
decking. Each sheet of decking will cost $50.
Customer initials.
Includes 5 year KC Construction labor warranty.
We are NOT responsible for an electrical or plumbing lines that
get damaged during roofing replacement or repair. Electrical and
plumbing lines should not be run along the roof decking.
All estimates/invoices pricing are subject to change with any
changes in materials, upgrades in products, and/or other jobs added
to the existing project.
Pricing is good for 30 days, if you choose to do the project after
30 days we will reevaluate the estimate depending and changes will
be made depending new pricing.
All billing will be taken as followed:
50% deposit
Remaining balance at time of completion.
General Contractors Lic# CGC 1510908
Roofing Contractors Lic#CCC1329511 Total $10,150.00
Customer Signature
Page 2
CITY OF
y1K: tr, SkNFORD
DEPARTMENTFIRE
PERMIT # IF (/(/-Z
Building & Fire Prevention Division
RESIDENTIAL RE -ROOF SCOPE OF WORK
JOB ADDRESS:
y 0_CXba \ CA.,
STRUCTURE TYPE: ® SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM
RE -ROOF TYPE: 4b REPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS)
O RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF
DECK TYPE (PLEASE SPECIFY): /I- ()\a
PLEASE NOTE: ONLY 100 SQUARE FEET OF THE EXISTING DEC%IS PERMITTED TO BE REPLACED"
ROOF VENTILATION: DOFF -RIDGE RIDGE OSOFFIT OPOWERED VENT OTURBINES
SKYLIGHTS: O YES ®NO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #:
MAIN ROOF AREA
ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 ® 4:12 OR GREATER
TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL
SHINGLE e FL# .
O METAL FL#
O MODIFIED BITUMEN FL#
O TORCH DOWN FL#
O INSULATED FL#
O TILE FL#
O OTHER: FL#
ROOF EXTENSIONS (PORCHES, PATIOS, ETC.) "IFAPPLICABLE"
ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 O 4:12 OR GREATER
TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL
O SHINGLE FL#
O METAL FL#
O MODIFIED BITUMEN FL#
O TORCH DOWN FL#
O INSULATED FL#
O TILE FL#
0 OTHER: FL#
Yy
w City of Sanfords
sir Building Prevention
Product Approval Specification Form
Permit #
Project Location Address ;ac' Ccba c I P (_, cJc (l c'c1 l_ '_'ia-Tl
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles A6%( etc4 O&c FL LN y -
Underla ments r t
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing'
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
CITY OF
Building & Fire Prevention DivisionORDRESIDENTIALRE -ROOF POLICY & PROCEDURES
FIRE DEPARTMENT
PERMITTING REQUIREMENTS — NO PLAN REVIEW REQUIRED
THIS DOCUMENT (SIGNED) ALONG WITH AN ACCURATE AND COMPLETED RESIDENTIAL RE -ROOF SCOPE OF WORK ARE
REQUIRED TO BE SUBMITTED AS PART OF YOUR PERMIT APPLICATION.
THE SCOPE OF WORK MUST INCLUDE ALL APPLICABLE FLORIDA PRODUCT APPROVAL NUMBERS FOR ALL ROOF
COMPONENTS THAT WILL BE INSTALLED ON THE PROJECT.
A PERMIT WILL NOT BE ISSUED WITHOUT THESE DOCUMENTS. COPIES WILL BE MADE TO POST ON THE JOB SITE.
PROJECTS LOCATED IN THE SANFORD HISTORIC DISTRICT WILL REQUIRE PLAN REVIEW AND APPROVAL BY THE
SANFORD HISTORIC PRESERVATION BOARD
INSPECTION POLICY & PROCEDURES
A FINAL ROOF INSPECTION IS THE ONLY INSPECTION REQUIRED FOR RESIDENTIAL (SINGLE FAMILY, TOWNHOUSE,
MOBILE HOME, APARTMENT AND/OR CONDOMINIUM) RE -ROOF PERMITS.
THE FOLLOWING IS REQUIRED TO BE PROVIDE ON THE JOB SITE:
PERMIT CARD, POSTED IN A CONSPICUOUS AND WEATHERPROOF LOCATION
COMPLETED RESIDENTIAL RE -ROOF SCOPE OF WORK
COMPLETED AND NOTARIZED INSPECTION AFFIDAVIT
ALL FLORIDA PRODUCT APPROVAL AND CORRESPONDING INSTALLATION INSTRUCTIONS
PRODUCT APPROVAL SHALL MATCH WHAT IS ON THE SCOPE OF WORK)
DIGITAL PHOTOGRAPHS (MUST INCLUDE THE PERMIT NUMBER OR ADDRESS IN EACH PICTURE)
o EACH PLANE OF THE ROOF, SHOWING THE UNDERLAYMENT INSTALLED
o ROOF DECK NAILING PATTERN & SPACING (INCLUDING A MEASURING DEVICE OR RULER)
O ROOF DECK NAILS USED (INCLUDING A MEASURING DEVICE OR RULER SHOWING SIZE OF NAILS)
o UNDERLAYMENT PATTERN & SPACING (INCLUDING A MEASURING DEVICE OR RULER)
o DRIP EDGE & VALLEY ATTACHMENT (INCLUDING A MEASURING DEVICE OR RULER)
o SHINGLES INSTALLED, NAIL PATTERN AND LOCATION OF NAILS
SKYLIGHTS (IF APPLICABLE)
o DIGITAL PHOTOGRAPHS SHOWING ALL INSTALLATION COMPONENTS, PER FL PRODUCT APPROVAL
o DIGITAL PHOTOGRAPHS SHOWING ALL REQUIRED FLASHING, PER FL PRODUCT APPROVAL
FAILURE TO FOLLOW THESE SPECIFIC GUIDELINES WILL RESULT IN AN AFFIDAVIT PROVIDED BY A FLORIDA DESIGN
PROFESSIONAL (ARCHITECT OR ENGINEER), CERTIFYING FBC CODE CflA4 S E BY PERSONAL INSPECTION.
CONTRACTOR (OR OWNER/BUILDER) SIGNATURE:1f DATE:
10/11 /2018 Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts I Publications Contact Us BCIS Site Map Links Search
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Product ARorovai Menu > Product or Application Search > Application List > Application Detail
2
FL # FL5444-1114
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer CertainTeed Corporation -Roofing
Address/Phone/Email 20 Moores Road
Malvern, PA 19355
610) 893-5400
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harrier
mark.d.harner@saint-gobain.com
Technical Representative Mark D. Harrier
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
610)651-5847
Mark.D.Harner@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By John W. Knezevich, PE
i Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL5444 R14 COI 2018 01 COI NIEMINEN.p?f
Standard
ASTM D3161
ASTM D3462
ASTM D7158
Year
2016
2010
2011
Sections from the Code
https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtahlgO7CSsoycOrl28CcpCFvg3°/a2bn2zFvlwgmLD%2fjjKDzQ%3d%3d 1/2
10/11/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
05/30/2018
06/05/2018
06/07/2018
08/15/2018
FL # Model, Number or Name Description
5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural
asphalt roof shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5444 R14 II 2018 05 FINAL ER CERTAINTEED ASPHALT
SHINGLES FL5444-R14.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER Section 5 for Limits of Use Evaluation Reports
FL5444 R14 AE 2018 05 FINAL ER CERTAINTEED ASPHALT
SHINGLES FL5444-R14.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Qpy1ight 2007-2013 State of Florida.:: EdvilcyStatement :: Accessibility. Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to thisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012,.licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. 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 with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
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https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtahlg07CSsoycOrl28CcpCFvg3%2bn2zFvlwgmLD°/`2fjjKDzQ%3d%3d 2/2
IZI
ENGINEER EVALUATE TEST
CertainTeed Corporation
20 Moores Road
Malvern, PA 19355
610)651-5847
NEMO I etc.
Certificate ofAuthorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
203) 262-9245
CONSULT CERTIFY
Evaluation Report 3532.09.05-R15
FL5444-R14
Date of Issuance:09/22/2005
Revision 15: 05/29/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and 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 6" Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roof Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1 / R905.2.6.1
CONTINUED COMPLIANCE: This Evaluation Report is valid until the named product(s) changes, the referenced Quality Assurance
documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report
by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality
Assurance or the production facility location(s). NEMO I etc. 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 "NEMO l etc. 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 the user 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 15.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 05/29/2018. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOJetc. 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. NEMO i etc. 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 NEMO Ietc. 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.
ONEMO I etc.
ROOFING SYSTEMS EVALUATION:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 611 Edition (2017) Florida Building Code and 61 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 Use set forth herein.
2. STANDARDS'
Section Property Standard Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Entity Examination Reference Date
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL (TST 1740) ASTM D3161 99NK26506 11/23/1999
UL (TST 1740) ASTM D3161 03CA12702 05/27/2003
UL (TST 1740) ASTM D3161 03CA12702 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 12/03/2004
UL(TST 1740) ASTM D3161 05NK07049 04/15/2005
UL (TST 1740) ASTM D3161 05NK16778 05/12/2005
UL (TST 1740) ASTM D3161 05CA16778 05/12/2005
UL (TST 1740) ASTM D3161 05NK14836 05/22/2005
UL (TST 1740) 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 IOCA41303 10/07/2010
UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010
UL (TST 1740) ASTM D7158 10CA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010
ULLLC (TST 9628) 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 ULLLC (
TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST
9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628)
ASTM D3161 4786821352 02/21/2015 UL LLC (TST 9628)
ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM
D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161,
D3462 & D7158 4787592174 10/21/2016 ULLLC (TST 9628) ASTM D3161, D3462 &
D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/
13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/
2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/
25/2017 ULLLC (TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4788362767 03/03/
2018 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/
2020 NEMO ETC, LLC Evaluation Report 3532.09.05-RlS Certificate of
Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION
FL5444-1114CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 1S: 05/29/
2018 Page 2 of 15
ONEMO I etc.
4.1.1 CT20'" XT` 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Arcadia"", Belmont®, Belmont® IR, Carriage House Shingle®, Grand Manor Shangle®, Landmark'"", LandmarkTM IR,
Landmark TM Pro, LandmarkTM Pro Solaris, Landmarkm Premium, Landmarkm TL, Landmark'"" Solaris, Landmark""
Solaris IR and Landmark'" Solaris Gold/Platinum are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 NorthGatem is a fiberglass reinforced, laminated, SIBS modified bitumen roof shingle.
4.1.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris' are fiberglass
reinforced, architectural asphalt roof shingles.
4.1.5 Hatteras'", Highland Slate"" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.6 Patriot' 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..2 Hip & Ridge Shingles:
4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'"', Shadow Ridge'', Cedar Crest', Cedar Crest" IR,
NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation.
4.3' Accessory Starter Strips:
4.3.1 High -Performance Starter is a starter shingle, measuring 10" x 36", comprised of a fiber glass mat base and ceramic -
coated mineral granules embedded in asphalt. These starter shingles are designed for use with Grand Manor
Shangle®, Hatteras*" and Highland Slate'".
4.3.2 Presidential Starter is a starter shingle, measuring 13-1/4" x 40" (overall), comprised of a fiber glass mat base and
ceramic -coated mineral granules embedded in asphalt with a reinforcement on its underside (for impact resistance
considerations). These starter shingles, applied using two (2) overlapping layers, are designed for use with
Presidential Shakem and Presidential Shake TL'"'.
4.3.3 Presidential Starter IR is a starter shingle, measuring 13-1/4" x 40" (overall), comprised of a fiber glass mat base and
ceramic -coated mineral granules embedded in asphalt. These starter shingles, applied using two (2) overlapping
layers, are designed for use with Presidential Shake'"' IR.
4.3.4 SwiftStart® Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4" yields two (2)
7-5/8" x 38-3/4" starter pieces per shingle.
4.3.5 Universal Starter is a starter shingle, measuring 7" x 36" (overall), comprised of a fiber glass mat base and ceramic -
coated mineral granules embedded in asphalt. These starter shingles are designed for use with any CertainTeed
shingle measuring 12" x 36" having a weather exposure < 5".
4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions.
5.1 This is a building code evaluation. Neither NEMOletc. 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.
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.
NEMO ETC, LLC Evaluation Report 3532.09.05-1135
Certificate ofAuthorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision IS: 05/29/2018
Page 3 of 15
ONEMO ( etc.
5.4 Wind Classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM 133161, Class
F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (Vast
194 mph). Refer to Section 6 for installation requirements 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 PLO Polyurethane
Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to
Va,d =150 mph (Vast =194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 High -Performance Starter, Presidential Starter, Presidential Starter IR, SwiftStart® Starter Shingle and Universal
Starter have been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.3.1 High -Performance Starter shingles are limited to use with Grand Manor Shangle®, Hatteras— and Highland Slate —
shingles.
5.4.3.2 Presidential Starter shingles must be applied using two (2) overlapping layers and are limited to use with Presidential
ShakeTM and Presidential Shake TL"" shingles.
5.4.3.3 Presidential Starter IR shingles must be applied using two (2) overlapping layers and are limited to use with
Presidential Shake' IR shingles.
5.4.3.4 Universal Starter shingles are limited to use with CertainTeed shingles measuring 12" x 36" having a weather exposure
5".
5.4.4 Classification by ASTM D7158 applies to exposure category B or C and 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.
5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt
Roof shingles listed in Section 4.1.1 through 4.1.6 (except Presidential SolarisT'11 Landmark' Pro Solaris and Landmark'"
Solaris Gold/Platinum) exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasa = 150 mph (Vast
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 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 FAC Rule 61G20-3.
NEMO ETC, LLC Evaluation Report 3532.09.05-R15
Certificate of Authorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018
Page 4 of 15
ONEIVIO I etc.
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.
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 published installation instructions.
6.4 HIGH-PERFORMANCE STARTER:
6.4.1 Eaves: For the first starter shingle in each roof corner, use five (5) nails as shown below. All other starter shingles
require four (4) nails per shingle. Nails must be of sufficient length to penetrate into the deck 3/4" or through the
thickness of the decking, whichever is less. Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8"
heads. Apply the 10" starter shingle with its factory -applied sealant stripes at the shingle's lower -most edge and nail
firmly into the roof deck as near as possible *(maximum 3") to the eaves edge while avoiding the sealant. With the
starter shingle well fastened to the deck and the sealant low on the starter shingle, it can firmly adhere to the first
course shingles. *If nailing within 3" is not possible, nail as closely as possible, then lift and adhere the starter shingle to
the underlayment and to the supporting structure with CertainTeed FlintBond' Asphalt Roofing Cement -Caulk Grade,
or approved equal.
Rakes: Prior to installation of the field shingles, starter shingles may be applied up the slope along the rake edge with
sealant edge placed closest to the rake edge. Fasten as indicated below.
HIGH-PERFORMANCE STARTER SHINGLES
36
1 318" (Max. 3")
9"
NEMO ETC, LLC Evaluation Report 3532.09.05-R35
Certificate ofAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision IS: 05/29/2018
Page 5 of 15
ONEMO I etc.
6.5 PRESIDENTIAL STARTER AND PRESIDENTIAL: STARTER IR:
6.5.1 General: These shingles shall be applied by using two (2) overlapping layers. Begin application of the bottom/lower
layer of starter shingles by cutting and applying a 13-3/4" x 20" piece at the lower left rake/eaves corner overhanging
rakes and eaves 1/4" to 3/4". Continue along the eaves with full-size 13-1/4" x 40" starter shingles. Each top/upper
starter course shingle shall have its 2" top section removed at the perforations, resulting in 11-1/4" x 40" shingles. The
colored granule portion of the "top" starter shingles shall be located nearest the lowermost eave edge. Install the first
top/upper starter shingle so that it is flush to the left side and bottom edges of the first bottom/lower starter shingle.
This first top/upper starter shingle shall be 11-1/4" x 38". Continue along the eaves with 11-1/4" x 40" top/upper
starter shingles ensuring that the lower edges are flush with the lower edges of the bottom/lower layer. Reference the
product's wrapper for more specific details.
Eaves: Fasten as shown below. Rakes: After applying the starter shingles at the eaves, but prior to installing the field
shingles, starter shingles may be applied up the slope at the rake edge. Fasten as shown below.
Fastening: Four nails are required per shingle. Nails shall be of sufficient length to penetrate into the deck 3/4" or
through the thickness of the decking, whichever is less. Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails
with 3/8" heads.
Presidential Starter and Presidential IR Starter Shingles
1st BottomStarter Full Bottom Starter
13+ 1stT3Starter . F.
a
6.
6 UNIVERSAL STARTER: 6.
6.1 General: While Universal Starter Strip shingles are specifically designed to be used with shingles 36" length and having a weather
exposure of < 5", they may be installed beneath shingles of any length if special precautions are taken. IMPORTANT:
In all cases the end joints of the starter and the first course shingles shall NEVER BE LESS THAN 3-1/2" apart.
Eaves:
The sealant on starter courses should face out and lie as close as possible to the eaves edge of the roof. Fasten as
described below. Rakes: After applying the starter shingles at the eaves, but prior to installing the field shingles, starter
shingles may be applied up the slope at the rake edge with sealant facing out and nearest to the outer roof edge. Fasten
as described below. Fastening:
Use four nails on these starter shingles as shown below. The sealant on starter courses shall lie as close as possible
to the eaves edge of the roof. Nails shall be of sufficient length to penetrate into the deck 3/4" or through the thickness
of the decking, whichever is less. Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8" heads.
UNIVERSAL
STARTER SHINGLES 36•
12'
12' 12•— Max.
a"L . __ ..s1 NEMO ETC,
LLC Evaluation Report 3532.09.05-1115 Certificate of
Authorization #324S567H EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-1114 CertainTeed Asphalt
Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018 Page 6
of 35
6.7 SWIFTSTART® STARTER SHINGLE:
Fastening: Use four nails, located as shown below
38-3/4' (984 mm)
1' (25 mm) from edge 1' (25 mm) from edge ( 7 81 *
0 9 (194 mm)
Max 3' WON® EME eNIM o _ MO ® OMM ®OWN OWN ® eNIN76mm) tThe
inner two fasteners must be placed such that they fall at least 3' (76 mm) from the
end joints of the shingle in the succeeding course. 6.
8 CT20TM, XT"" 25, XT"" 30, XT"" 30 IR: LOW
AND STANDARD SLOPE STEEP SLOPE ENGLISH
551e'' (
145 m 5
r12"for Norm Plant12"
12" 12" m)
305 mm) 305 mm)mm)
t(305
Sealant
1"(25mm o
METRIC
131/e" -+- 131/8" 13118" 1"(
25mm) _ Sealant jl"(25mm J)1-16
118" Figure
113: Use fournails forevery fullshingle. ON
EMO I etc. Use
four nails and slit spots of asphalt roofing cement* for every full shingle (
Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type
II is suggested. 4jRping
Cement Apply
1 " (25 mm) spots of asphalt roofing cement under
each lab corner. Figure
I1-4: Usefour nails andsir spots ofaspbalt mmenton steep slopes. CAUTION:
Excessive use of roofing cement can cause shingles to
blister. 6.
8.1 Hip & Ridge for CT20TM, XT" 25, X" 30, XT"" 30 IR: Cut Shingles 251m )
2" (50 mm} Remove I
i 11I rIl — — — l — — — — — li 12" Cap
Cap Cap 305,mm) Shingle
Shingle Shingle Figure
11-24: Cut tabs, then trim back to make cap sbingies Englisbdimensions
sbown). 12' (
305 nlnl)----O'
F
o 125
mm) z5mcal ow
t
L5 12 to Figure
11-25.• Installation of capsalong the bips and ridges. 6.
8.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI " adhesive or Henkel "PLO Polyurethane Roof & Flashing
Sealant", in accordance with CertainTeed requirements. NEMO
ETC, LLC Certificate
o/Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Evaluation
Report 3532.09.05-R35 FL5444-
R14 Revision
15: 05/29/2018 Page
7 of 15
6.9 ARCADIAT":
LOW AND STANDARD SLOPE STEEP SLOPE
Use SIX nails for every full shingle located as shown below.
1' (25 mm) 1' (25mm)
Nail Line '
Nail
Nail Line
Figure 2: Use sir nailsfor ever), fiX shingle.
6.9.1 Hip & Ridge for Arcadia': Cedar Crest', Cedar CrestTm IR
ONEMOjetc.
Use SLY nails and FOUR spots of asphalt roofing cement for every fall
shingle as shown below. Apply asphalt roofing cement 1"(25 mm)
from edge of shingle. Asphalt roofing cement meeting ASTM D 4586
Type 11 is suggested.
f V (25 mm) 1' (25 mm) f
L
Figure 3: Use sir nails andfour spots of asphalt
roofing cement on steep .slopes.
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 the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up
from its exposed butt edge and 1-inch from each side edge.
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 shingle's raised overlay on the top piece and extending approximately 4-inch
along the sides of the headlap 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,
apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers.
12" ---' —
2, $mm) I,r r (305 mm)
rs I
y \2151
Hand -sealing adhesive
4"
114" —
3/4"
1"
Dab of asphalt
cement between
1" shingle layers
NEMO ETC, LLC Evaluation Report 3532.09.05-R15
Certificate ofAuthorizotion#32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018
Page 8 of 15
ONEMOjetc.
b.10 BELMONT® OR BELMONT® IR:
Low and Standard Slope Steep Slope (greater than 21:12):
2.12 to 21:12): Use SEVEN nails and EIGHT spots of
Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full
located as shown below. Belmont shingle_ Apply asphalt roofing
cement 1" (25mm) from edge of shingle.
srs" 06 mm)
o Additional nails d required
W 06
See below. Asphalt roofing cement meefing
ASTM D4586 Type II is suggested.
Llif I
I' (2 rmn) - Roofing Cement
6.10.1 Hip & Ridge for Belmont® or Belmont® IR:
6.10.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar CreStTM or Cedar Crest' IR hip and ridge shingles. For
Belmont® IR, refer to instructions herein for Cedar CreStTM IR hip and ridge shingles.
6.10.1.2 Option 2: For Belmont®: Shangle® Ridge
Figure 17-18.• Shangle® Ridge.
18• Exposure Remove tape
from the right side
1',. f g• and fasten
SECOND
Fasten themeleftside 85/8,/ RIGHT
FIRST J LEFT
Figure 17-19: Installation ofShangle® Ridge shingles
on hips and ridges.
6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1` adhesive or Henkel "PLO Polyurethane Roof &
Flashing Sealant", in accordance with CertainTeed requirements.
NEMO ETC, LLC Evaluation Report 3532.09.05-R35
Certificate otAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14
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Page 9 of 15
6.11 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR'SHANGLE®:
LOW AND STEEP SLOPE
STANDARD SLOPE
Use five nails for every full Shangle.
L1" f1"
25 mm)L (25 mm)
5/8" 8 5/8"
16mm) (220 mm)
Figure 17-4: Usefar nailsfor eaegfull Grand Manor Shangle.
Carriage House Sbangle, or C'enlennial Slate.
ONEMO I etc.
Use seven nails and three spots of asphalt roofing cement for every
full Grand Manor Shangle. Use five nails and three spots of asphalt
roofing cement for every full Carriage House Shangle and: Centennial
Slate. Apply asphalt roofing cement 1" (25 mm) from edge of shingle
Figure17-5). Asphalt roofing cement meeting ASTM D4586 TW)e 11
is suggested.
1-
25 mm)
16mm) I or
less —1 +1- 25ym
Figure
17 _i Wben installing Grand ,ffanor Sbangles on steep slopes, use
seven trails and lbree spots of asphallroofing ceinent. 6.
11.1 Hip & Ridge for Carriage House Shanele® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip
and ridge shingles 6.
12 LANDMARK'",' LANDMARK? IR, LANDMARK*"" PRO, LANDMARK"" PRO $OLARIS, LANDMARKT" PREMIUM, LANDMARK"m SOLARIS, LANDMARK""
SOLARIS IR, LANDMARKTm SOLARIS GOLD/PLATINUM OR NORTHGATE: IV
DE NAILING
AREA
12"
14 314" 12* I+ (
305 mm) (375 mm) - — (305 mm) -I F
Nailing t omitsUpper
naiIne 1" 125mini— 1' (25 mm} Lower nail In& Nailing
areas for low and standard *pos (from 2:12 to 2112) Nat
began upper & lvetee kes as sWwn above. STEEP
12" 14-3/4" 12" NAILINGSLOPE(—(
305 mrn)-# 1(375 mrn ----(305 rr AREA
I Nailinq imits mm)
betweeh Qno. 1"(25 mmil Nailing
areas for steep slopes (greater than 21:12) and "
Storm -Nailing" Nail
between lower 2 nail lines as shown above. NEMO
ETC, LLC Certificate
of Authorization #32455 6"" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Evaluation
Report 3532.09.05-R15 FL5444-
R14 Revision
15: 05/29/2018 Page
10 of 15
ONEMOjetc.
6.12.1 Hip & Ridge for Landmark*", Landmark'" IR, Landmark'"" Pro, Landmark'"" Pro Solaris, Landmark'' Premium
Landmark'" Solaris, Landmark'"ASolaris IR, Landmark'" Solaris Gold/Platinum or NorthGate: 6,
12.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12"
9719 305mm) (
250mm) 6
415/
16" 415/16, 6„
150mm) (
i50mm} (125mm) (125mm) Notctifor
Notch for Centering
Centering 12"
131/4' 305mm)
Notches for Alignmentt (337mm)
Notches forAlignmentto the
Top Edge of the Previous 7 the Top Edge of the Previous /$ LLCapfor5"(125mm)Exposure (1( 0m) Capfor55/8`(141mm)Exposure (196 m) English
Dimension Metric Dimension Shadow
RidgeTM Shadow Ridge'" 9
27t32' 250
firm) 13s
mnsy 131iA'
337
rnm) Cer,
terirg Notch Align
these rMhes
to top edge
sal previous
course NorthGate
Ridge 131/
8" 333
mm) 6
5/8-1-6 5/8"- 168
mm) 168 mm a1
Centering —
131/
4" Notch 337
mm) 194mrn) Align these 7 5/8" notches
to top (194 mm) ofedgeofprevious
course. NorthGate
Accessory 12.
305mn)
Laying Notch I
I
I 5" (
125mm) reExP°S Figure
13-20: Use laying notches to center sbingtes on bips and ridges,
and to locate thecorrect exposure. 6.
12.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1` adhesive or Henkel "PLO Polyurethane Roof Flashing
Sealant", in accordance with CertainTeed requirements. 6.
12.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. NEMO
ETC, LLC Evaluation Report 3532.09.05-R35 Certificate
of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Revision 15: OS/29/2018 Page
11 of 15
6.13 LANDMARK'"' TL:
LANDMARK TL
LANDMARK TL
12" 13" 13t/2"
1 mm)--jam—(330 mm)--1 -(343 m
1"(25 mm) I 11" (25 mm)
Figure 13.4.: Usefour nailsfor etviyfill! shingle.
ONEMOjetc.
13112" 13" 131 /2"
343 mm) {330 mm) (343 mm)
lqrwo,4,ilm- i1; l
Roiling Cement
Figure 135 Use six nails andfour spots of
asphaltmgfmg cement on steep slopes.
6.13.1 Hip & Ridge for Landmark' TL: Refer to Option 1 or 2 for Landmark'""
6.14 PRESIDENTIAL SHAKETm, PRESIDENTIAL SHAKE*"' IR, PRESIDENTIAL SHAKE TLT"; PRESIDENTIAL SOLARIST"":
LOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full' Presidential shingle and
shingle, as shown below. apply i' diameter spots of asphalt roofing cement under each shingle tab.
After applying 5 nails in between the nailing guide lines, apply 4 nails 1 °
Nailing. F.-- 40" above tab cutouts maldng'certain tabs of overlying shingle cover nails
Guide Lines (1016 mm)
141/4"
1 tl2° 38mm) (362 mm)
i
NOTE: Apply nails on painted guideline.
Figure 16-6., Fastening Pmidential and Presidential TL Shake
sbingies on:low and standard slopes.
1
1' diameter asphalt roofing cement
T
Figure 16-7Fastening Presidential and Presidential T/LSiwke shingles
on steep slopes. 6.
14.1 Hip & Ridge for Presidential Shake'"" Presidential Shake TM IR Presidential Shake TLT", Presidential SolarisT": 6.
14.1.1 Option 1: Presidential Accessory PRESIDENTLAL
ACCESSORY Presidential
accessory shingles can be used for covering hips and ridges.
Apply shingles up to the ridge (expose no more than 7" from the
bottom edge of the "tooth." Fasten each accessory with two fas- teners.
The fasteners must be 13/4" long or longer, so they penetrate either
3/4" into the deck or completely through the deck. Presidential accessory
comes in two different sizes: Accessory produced in Birmingham,
AL is 12" x 12"; Portland, OR produces 97/8" x 131/4" accessory.
6.
14.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing
Sealant", in accordance with CertainTeed requirements. 6.
14.1.3 Option 2: Refer to instructions herein for Cedar CrestT"", Cedar Crest' IR hip and ridge shingles. NEMO
ETC, LLC Evaluation Report 3532.09.05-R15 Certificate
of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1114 CertainTeed
Asphalt Roof Shingles; (610) 6S3-5847 Revision 15: 05/29/2018 Page
12 of 15
OMEMO I etc.
6.15 HATTERAST :
LOW, STANDARD AND STEEP SLOPE: 9' a -
I (230 mrn) (230 mm) (230 mm) (230 mm)
9" —9"— • 9" +-9" l„
I (230 mm) (230 mm) (230 mm) (230 rnm) I r (25 mm) — — — — (25 mm)
j 93/8"
r (25 mrn) _ _ _ _ (25 mm)(240 mm)
tr
Figure 15-3t 17rslenhkgHatteras Shingles on
Loin and Stemetard Slopes
for low atn(l standard slopes; use fine nails for each full
l alteias dingle as sliown above.
6.15.1 Hip & Ridge for Hatteras":
6.15.1.1 Option 1: Accessory for Hatteras
9 3/8" VYIIIIIJ YGIIIG III
140 rnm) Figare 15-1 M.eleniugJlelleras Shigles ou Sleep S/opes
for steep slopes nse five nails and eight spots of asphalt roofing
cement for each fn11 1laneras shingle asshownabove. Apply P• 251nm)
diameter spots of roofing. cement (ASTM D 4586 Type 11 suggested)
under each lab corner. Press shingle into place; do not expose
cement. WITIONi
Too much roofing cement can cause shingles to blister. Figure
15-14: 18 tbrae.-piece units separate to make 54
Hatteras Ac cemry shingles. 6.
15.1.2 Option 2: Cut Hatteras Shingles 9,
230
mm) I I
I I
I m _ Faster
I
8'18" (460 1- — — -
1— — 18 (203 min) Dng
460Cap CapShingleShingleShingle93, 2aom
Figure
15-20.' Cut Hatteras sbingles to make cover cap. Figure 15-21: Installation of caps along hips and ridges. 6.
15.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM"' adhesive or Henkel "PLO Polyurethane Roof & Flashing
Sealant", in accordance with CertainTeed requirements. NEMO
ETC, LLC Evaluation Report 3532.09.05-R15 Certificate
of Authorization #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1114 CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018 Page
13 of 15
ONEMOletc.
6.16 HIGHLAND SLATET", HIGHLAND SLATE'""-IR:
LOW AND STANDARD SLOPE: STEEP SLOPE:
Use FIVE nails and BIGHT spots of asphalt roofing cement* for each
full Highland Slate shingle. For Mlami-Dade, SIX nails are required. 230 mm) (90 mm) (Z30 mm) (T30 mmm) b'u b` Q
Apply 1" diameter spots of asphalt roofing cement under each tab
1, 1„ corner. Asphal(roofing cement meeting ASTM D4586 Type 11 is suggested.
25 mm) (25 nm)---1
948' 240 mm)
Miami-Dadersquires
SIX nails (two veils 1' (25 mm)
nstalled over cents.
cutout as shown).
Figure 11-3: Use FIVE nails for every Highland Slate sbingle.
Miami -Dada requires
SIXnails (hvo nails
installed over center
wow! as shown)
Figure 11-3A: Use FIVE nails and eight spots ofasphalt
roofing cent under each tab corner.
CAUTION: Excessive use of roofing cement can cause shingles
to blister.
6.16.1 Hip & Ridge for Highland SlateT', Highland Slater" IR: Refer to instructions herein for Cedar Crest", Cedar Crest' IR
or Shangle Ridge" hip and ridge shingles.
6.17 PATRIOT'':
LOW AND STANDARD SLOPE STEEP SLOPE
Use FOUR nails for every full shingle located as shorn below
Sealant
25 MM)
156 MM)
1— is-118' --
333mm) (Mmm) (333 rm)
Use FOUR nails and four spots of asph:dt roofing cement for every full
shingle as shown below.. Asph dt roofing cement meeting ASl'11 D44586
Type 11 is suggested. Apply 1 "(25 nun) spots of asphalt roofing
cement as shown.
CAUTION: Excessive use of roofing cement. can cause shinghs to blis(er.
6-il8' `t' {25mm1 _ — — — — _ 1' (25nr(--+
156man)
1
1'
Roollnp Cement
Imo- i2-t9' - 13.11T -+- 12-IN +I32 (333mm) S3 -)
6.17.1 Hip & Ridge for Patriot': Refer to instructions herein for Cedar CreStTM, Cedar CrestTm IR, Shadow Ridge",
NorthGate or Shangle Ridge" hip and ridge shingles.
NEMO ETC, LLC Evaluation Report 3532.09.05-1115
Certificate of Authorization #32455 6Tw EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1114
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018
Page 14 of 15
OMEMO I etc.
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, 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.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product.
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 Q!A
requirements.
UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 3532.09.05-R35
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1114
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018
Page 15 of 15
Florida Building Code Online Page 1 of 2
a
r • . .
cy
BCIS Home Log In User Registration Hot Topics Submit Surcharge ! Stats & Facts Publications FBC Staff BCIS Site Map Links (^Search
FI nc
Product Approval
iy USER: Public User
i"N.n:ary -=.
Product Approval Menu > Product or Applicaton Search > Application List > Applicatlon Detail
y M' FL # FL6267-R14
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parisppany, NJ 07054
800)766-3411
mstieh@gaf.com
Authorized Signature Robert Nieminen
lindareith@trinityerd.com
Technical Representative William Broussard
Address/Phone/Email 1 Campus Drive
Parsippany, NJ 07054
800)766-3411
TechnicalQuestionsGAF@gaf.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/23/2019
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL6267 R14 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year (of Standard) Standard
ASTM E330
ASTM G155
TAS 100(A)
TAS 110
TAS 114, Appendix E
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2002
2005
1995
2000
1995
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Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/25/2017
09/30/2017
10/08/2017
12/ 12/2017
FL # Model, Number or Name Description
6267.1 GAF Roof Ventilation Products Low profile roof ridge vents
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6267 R14 II 2017 09 FINAL GAF Ventilation FL6267-
R14.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-215 Created by Independent Third Party: Yes
Other: 1.) The noted design pressures applies to one Evaluation Reports
particular vent installation. Refer to Section 5.4 for height FL6267 R14 AE 2017 09 FINAL GAF Ventilation FL6267-
R14.Ddflimitationsand/or Section 5.5 for vent installations and
allowable design pressures. 2.) Refer to ER Section 5 for Created by Independent Third Party: Yes
Limits of Use.
Back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by t2ditional mail. If you have anyquestions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may he used for official communication with the licensee. However email addressesare public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available tothe public. To determine ifyou are a licensee under
Chapter 455, F.S., please dick here .
Product Approval Accepts:
M M e0lreik
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu02YBW7bM... 1 /22/2018
IRTR ITY ERD
EVALUATION REPORT
GAF
1 Campus Drive
Parsippany, NJ 07054
800)766-3411
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
203) 262-9245
Evaluation Report 01506.02.06-1114
FL6267-R14
Date of Issuance:02/28/2006
Revision 14: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and 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 6th Edition (2017) Florida Building Code
sections referenced herein.
DESCRIPTION:, GAF Roof Ventilation Products
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the 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. Trinity) ERD 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 "Trinity IERD 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 the user 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.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
Thefacsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. This does not serve as an electronically signed
document. Signed, sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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 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.
5. 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 purpose.
jTRINITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System
Compliance Statement: GAF Roof Ventilation Products, as produced by GAF, have demonstrated compliance with
the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the
following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set
forth herein.
2. STANDARDS:
Section Pro a Standard Year
1504.3 Wind ASTM E330 2002
1506.5 / 1517.5.1 Corrosion Resistance (of nails) TAS 114, Appendix E 1995
1523.6.5.2.13 Wind Driven Rain TAS 100(A) 1995
1523.6.5.2.13.1 Physical Properties TAS 110 2000
2615.2 Weatherometer ASTM G155 2005
3. REFERENCES:
Entity Examination Reference Date
ATI (TST 1558) Physical Properties 01-49035.01 03/02/2004
ATI (TST 1558) Wind Driven Rain 01-44964.01 01/15/2004
ATI (TST 1558) Wind Driven Rain 60172.01-122-18 10/07/2005
ATI (TST 1558) Physical Properties 59665.02-106-31 09/16/2005
ATI (TST 1558) Wind Driven Rain 84608.01-106-18 11/12/2008
ATI (TST 1558) Wind Driven Rain A5250.01-109-18 02/18/2011
ATI (TST 1558) Wind Uplift 87074.01-109-44 12/03/2008
ATI (TST 1558) Wind Uplift C2396.01-109-44 11/05/2012
ATI (TST 1558) Wind Uplift D1957.01-109-44 03/04/2014
ATI (TST 1558) Wind Uplift E0818.01-109-44 09/23/2014
ATI (TST 1558) Physical Properties D2702.01-106-18 06/30/2014
ATI (TST 1558) Wind Uplift E6744.01-109-44 04/30/2015
ATI (TST 1558) Wind Driven Rain G2331.01-109-44 01/10/2017
ATI (TST 1558) Wind Driven Rain G4123.01-109-18 01/10/2017
ATI (TST 1S58) Wind Uplift G4123.02-309-44 01/10/2017
PRI (TST 5878) Weatherometer HBP-007-02-01 06/24/2004
PRI (TST 5878) Physical Properties HBP-002-02-01 06/06/2001
PRI (TST 5878) Wind Driven Rain HBP-01-02-01 11/02/2000
PRI (TST 5878) Wind Driven Rain BRY-021-02-01 12/31/2003
PRI (TST 5878) Physical Properties BRY-025-02-01 09/17/2004
PRI (TST 5878) Physical Properties GAF-138-02-06 02/09/2007
PRI (TST 5878) Wind Driven Rain GAF-138-02-04 02/09/2007
PRI (TST 5878) Wind Driven Rain GAF-310-02-01 07/07/2011
ETC Labs (TST 2411) Physical Properties ETC-01-718-10379.0 01/16/2000
ETC Labs (TST 2411) Physical Properties ETC-03-718-14602.0 01/20/2004
ETC Labs (TST 2411) Physical Properties ETC-07-718-19959.0 09/27/2007
Miami -Dade (CER 1592) Various Various NOAs Current
Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 17-0606.01 06/26/2017
Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 17-0821.08 09/25/2017
Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 15-0421.09 05/07/2015
UL, LLC. (QUA 9625) Quality Control Inspection Report, R15072, GA1 03/23/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R15072, GA2 04/15/2016
UL, LLC. (QUA 9625) Quality Control Service Confirmation, R15072, NC 06/08/2017
Exterior Research and Design, U.C. Evaluation Report 01506.02.06-1114
Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-R14
GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017
Page 2 of 12
r)0
I I RINITiIERD
4. PRODUCT DESCRIPTION:
4.1 Cobra® Exhaust Vent is a low -profile attic ridge vent of mesh -construction for use in shingle roof systems.
The product measures 10%2-inch wide supplied in 20 and 50 ft long rolls, and is supplied with corrosion
resistant 1%-inch coil nails (nail gun version) or 2%:-inch Smart NaiIST" (hand nail version). Cobra® Exhaust
Vent has a published net free ventilation area (NFVA) of 14.1 inZ / lineal foot for nail gun version and 16.9
in / lineal foot for hand nail version.
4.2 Cobra® Rigid Vent 3" is a plastic, low -profile attic ridge vent for use in shingle roof systems with 12-inch
width ridge caps. The product measures 13-13/16-inch wide supplied in 48-inch long sections, and is
supplied with 3-inch corrosion resistant ring shank nails. Cobra® Rigid Vent 3TM has a published net free
ventilation area (NFVA) of 18 inZ / lineal foot.
4.3 Cobra® Rigid Vent 3'" - 9" is a plastic, low -profile attic ridge vent for use in shingle roof systems with 10-
inch width ridge caps. The product measures 11%-inch wide supplied in 48-inch long sections, and is
supplied with 3-inch corrosion resistant ring shank nails. Cobra® Rigid Vent 3TM' - 9" has a published net
free ventilation area (NFVA) of 18 in / lineal foot.
4.4 Cobra® Snow Country'" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems.
The product measures 13-13/16-inch wide supplied in 48-inch long sections. Cobra® Snow Country"" has a
published net free ventilation area (NFVA) of 18 in / lineal foot.
4.5 Cobra® Snow Country Advanced' is a plastic, low -profile attic ridge vent with filter for use in shingle roof
systems with 12-inch width ridge caps. The product measures 13-13/16-inch wide supplied in 48-inch long
sections, and is supplied with 3-inch corrosion resistant ring shank nails. Cobra® Snow Country
AdvancedTM' has a published net free ventilation area (NFVA) of 18 inZ / lineal foot.
4.6 Cobra® Snow Country Advanced" - 9" is a plastic, low -profile attic ridge vent with filter for use in shingle
roof systems with 10-inch width ridge caps. The product measures Ma -inch wide supplied in 48-inch long
sections, and is supplied with 3-inch corrosion resistant ring shank nails. Cobra® Snow Country
AdvancedTM' - 9" has a published net free ventilation area (NFVA) of 18 inZ / lineal foot.
4.7 Cobra® RidgeRunner® is a polypropylene plastic, low -profile attic ridge vent for use in shingle roof
systems. The product measures 11%:-inch wide supplied in 20 ft long rolls, and is supplied with corrosion
resistant 1%-inch coil nails. Cobra® RidgeRunner® has a published net free ventilation area (NFVA) of 12.5
in'/ lineal foot.
4.8 TruSlate® Ridge Vent is a plastic, low -profile attic ridge vent for use in TruSlate® roof systems. The
product measures 11.4-inch wide supplied in 48-inch long sections. TruSlate® Ridge Vent has a published
net free ventilation area (NFVA) of 20 inZ / lineal foot.
4.9 Cobra® Hip Vent is a plastic, low -profile attic hip vent with filter for use in shingle roof systems. The
product, only for use on hips, measures nominal 11.4-inch wide supplied in 48-inch long sections, and is
supplied with corrosion resistant 1%-inch coil nails. Cobra® Hip Vent has a published net free ventilation
area (NFVA) of 9 in'/ lineal foot.
4.10 Cobra® IntakePro'" Rooftop Intake Vent is constructed from a woven plastic material being pressed to
form the molded shape. A woven fabric material is utilized on the top, bottom and front, below the vent
channel of the mold. The vent is configured into a roll -out form. Cobra® IntakePro'" Rooftop Intake Vent
has a published net free ventilation area (NFVA) of 9 inZ / lineal foot.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
Exterior Research and Design, U.C. Evaluation Report 01506.02.06-R14
Certificate ofAuthorization #9503 eH EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-R14
GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017
Page 3 of 12
5.3 Minimum Roof Slopes:
aS'•'i i`3 ziw' L ''s^.y +.".. S p»T b yi t.Y+ 3° f h.k?€ 6yProduct' a i a^' g "t .S
re Minimum Slope
Cobra® Exhaust Vent 2:12
Cobra® Rigid Vent 3'" 3:12
Cobra® Rigid Vent 3TM" - 9" 3:12
Cobra® Snow Country'"" 3:12
Cobra® Snow Country Advanced'"" 3:12
Cobra® Snow Country Advanced'"" - 9" 3:12
Cobra® RidgeRunner® 3:12
TruSlate® Ridge Vent 5:12
Cobra® Hip Vent Min. 3:12 to max. 12:12
Cobra® IntakePro'"" Rooftop Intake Vent 4:12
5.4 Unless otherwise determined through use of performance levels in Section 5.5, the maximum mean roof
height for Cobra® Exhaust Vent, Cobra® Rigid Vent 3, Cobra® Rigid Vent 3 — 9", Cobra® Snow Country-,
Cobra® Snow Country Advanced'", Cobra® Snow Country Advanced'" — 9", Cobra® RidgeRunner®,
TruSlate® Ridge Vent, Cobra® Hip Vent and Cobra® IntakePro'"" Rooftop Intake Vent shall be 33 ft.
5.5 Maximum Allowable Design Pressures: The following performance levels may be utilized for projects
where the maximum mean roof height exceeds 33 ft. The Allowable Design Pressure shall meet or exceed
critical design pressure determined by a qualified design professional in accordance with FBC Chapter 16.
No rational analysis is permitted.
Allowable esignD:. Js:nf pp V* Substrate
4 $ Pressure, s P,fl Min.
7/16-inch plywood Cobra® Exhaust Vent (nail gun version) 150 Min.
7/16-inch plywood Cobra® Exhaust Vent (hand nail version) 180 Min.
7/16-inch plywood Cobra" Rigid Vent 3'", Rigid Vent 31' - 9", Snow 215 Country'",
Snow Country Advanced'"' and Snow Country
Advanced'"" - 9" Min.
7/16-inch OSB or Cobra® RidgeRunner® 180 plywood
Min.
7/16-inch plywood TruSlate® Ridge Vent 190 Min.
7/16-inch plywood Cobra® Hip Vent 205 Min.
7/16-inch plywood Cobra® IntakePro'"" Rooftop Intake Vent 175 5.
5.1 Allowable 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 1 margin of safety per FBC 1504.9 has already
been applied). Refer to FBC 1609 for determination of design wind loads. 5.
6 Installation shall result in minimum net free ventilation area requirements set forth in FBC Sections 1203.
2. When more than one level of roof ridge existing over a single attic space, use ridge vents only at the
high ridge. Exterior
Research and Design, I.I.C. Evaluation Report 01506.02.06-1114 Certificate
ofAuthorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-1114 GAF Roof
Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 4
of 12
6. INSTALLATION:
6.1 GAF Roof Ventilation Products shall be installed in accordance with GAF published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
0. 6 2 v. s COBRAtEXHAUST VENT . r a . a Rye , ,P.,..; ,.,, '
tit, £
r . tisf r;' a .. e•nr
6.2.1 Chalk a cut -line 1-inch off each side of the ridge and cut a slot along the apex of the roof measuring 2-inch
for truss construction) or 3%:-inch (for ridge pole construction). The slot should terminate 6-inches from
each end and 12-inches from hip intersections or chimneys. Cut only the sheathing; do not cut trusses.
Figure A.
6.2.2 Unroll the vent along the entire length of the ridge, covering uncut 6-inch sheathing area on both ends.
Shorter lengths can be joined by caulking and butting the ends. Figure B.
6.2.3 Apply a bead of polyurethane roof sealant to the underside of the entire perimeter of the vent and nail
with min. 2Y2-inch galvanized roofing nails at each corner and 10-inch o.c. Do not use excessive roof
cement, as it may result in shingle blistering.
6.2.4 Apply a bead of polyurethane roof sealant in the shape of a "C" to the underside of the entire perimeter of
the cap shingles, and install cap shingles directly over the vent using Smart Nails'" or 1%-inch corrosion
resistant coil nails (supplied with the vent). Figure C. Do not use excessive roof cement, as it may result in
shingle blistering.
r
6.2.5 Cobra® Exhaust Vent (hand nail version) and Cobra® Exhaust Vent (nail gun version) have a %-inch or
5/8-inch nominal thickness, respectively, to facilitate ventilation. Care shall be taken not to crush or
compact the product during installation. Figure D.
Hand -Nail Version Nail Gun Version
Exterior Research and Design, LLC. Evaluation Report 01506.02.06-1114
Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-1114
GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017
Page 5 of 12
6.3.1 Mark -off and cut the slot opening as follows, ensuring that the ends of the opening stop at least 6-inch
from any end walls and at least 12-inch from hip and ridge intersections or chimneys.
No Ridge Board: Cut a 7/8-inch opening on each side of the ridge (Figure A).
With Ridge Board: Cut a 1-5/8-inch opening on each side of the ridge (Figure B).
7Aw
11/4"
No Ridge Board
1 W, 1 W,
Z
I I \
3'/4"
With Ridge Board
6.3.2 Sealant: Apply a bead of silicone caulking or roof cement to the underside of the outer baffle along both
edges and at exposed ends, ensuring the outside edges where the vent meets the shingles are sealed with
the caulk or flashing cement.
6.3.3 Vent Placement: Starting at one end of the slot, place, center and conform the Cobra" rigid vent over the
slot with the vent firmly against the roof surface, ensuring the vent extends past the slot opening by at
least 6-inch.
6.3.4 Fasteners: For Cobra® Rigid Vent 31, Cobra® Rigid Vent 3'" - 911, Cobra® Snow Country Advanced'"" and
Cobra® Snow Country Advanced'"" - 9" only, use the 3-inch corrosion resistant ring shank nails (included).
For Cobra® Snow CountryTM, use corrosion resistant nails at least 3-inch or longer. Nails must always
penetrate through plywood decks or at least %-inch into wood planks. NOTE: GAF recommends 3-inch
corrosion resistant ring shank nails for increased uplift resistance.
6.3.5 Spacing: Attach the vent section through the pre -molded nailing holes located at 3, 12, 24, 36 and 45-inch
from the start of each 48-inch vent piece.
6.3.6 Joints: Apply the subsequent Cobra® rigid vent sections over the length of the ridge using the
overlap/underlap tabs.
6.3.7 Ridge Shingles: Install ridge shingles in accordance with shingle manufacturer's published installation
instructions, using corrosion resistant nails detailed in 6.3.4. A nail line is inscribed on top of the Cobra®
rigid vent to serve as a guide.
Exterior Research and Design, U.C. Evaluation Report 01506.02.06-R14
Certificate ofAuthorization k9S03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.6267-1114
GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017
Page 6 of 12
6.4.1 Cut slot per 6.3.1.
6.4.2 Tear a 1-foot section to be used as a template for laying the vent out (Figure E-G) and center the template/
locator over the ridge cap shingles at the beginning of the vent slot. Note the location of the baffle (Figure
H). Make sure to do this at both ends of the installation.
6.4.3 Measure the distance from the edge of the roof slot to the exterior baffle (D). Establish a chalk line along
one side of the ridge (Figure 1). Unroll the vent and use the included 1-3/4-inch pneumatic corrosion
resistant roofing nails to attach the first side of the ridge vent with the exterior of the baffle aligned with
the chalk line (Figure 1). Proceed with using the 1' interval EasyTear'm system to custom size the vent to
the appropriate length. If the EasyTearTM system can not be utilized, use a utility knife to size the vent. Nail
gun targets are embossed on the part as a guide for property attaching vent to the roof. The vent should
be fastened on 6-inch centers (Figure K).
Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06•1114
Certificate of Authorization tt9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-1114
GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017
Page 7 of 12
6.4.4 NOTE: When fastening the vent and cap shingles, be sure that the included 1 3/4-inch corrosion resistant
coil nails completely penetrate plywood or provide at least 3/4-inch penetration into wood planks. In the
case they do not, you must use alternate corrosion resistant nails that provide the required penetration.
Proceed with attaching the other side of the vent. When beginning to nail down the second side, do NOT
begin at the end; begin between the first and second one -foot sections and then return to fasten the first
one -foot section. This will allow for proper fit.
6.4.5 Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using
the nail -lines on top of the ridge vent for proper lapping.
6.5.1 DO NOT use on hips.
6.5.2 Intall TruSlate® Ridge Vent before installing the field slates.
6.5.3 After determining the total length of TruSlate® Ridge Vent required (for proper ventilation), determine the
necessary slot opening. Mark -off and cut the slot opening, ensuring the ends of the opening stop at least
6-inch from any end walls and at least 12-inch from hip and ridge intersections or chimneys.
Roofs without a ridge board: Cut a 7/8-inch opening along the ridge on each side (Figure A).
Roofs with a ridge board: Cut a 1-5/8-inch opening along the ridge on each side (Figure B).
Fig. A
22 mm) 1/g" 7///8" (22 mm)
L
13/4" (44 min)
No Ridge Board
Fig. B
41 mm)1(41 mm!
31/4" (82 mm)
With Ridge Board
6.5.4 Install an 18-inch wide section of ASTM D1970 self -adhering leak barrier (holding Florida Statewide
Product Approval or Approved on a Local Basis) from the edge of the ridge slot extending down towards
the roof deck on both side of the slot.
6.5.5 Place the TruSlate® Ridge Vent over the ridge slot, "peaked" and centered over the ridge slot, and attach
using minimum 3-inch long corrosion resistant ring -shank nails through the pre -molded nail holes on the
vent, located 3-inch from the ends and 9-inch D.C. Fasteners shall penetrate through plywood decks or
embed minimum %-inch into wood plank decks.
6.5.6 Continue over the length of the ridge, utilizing the male/female connectors to connect units. Ensure the
finished ends include the pre -molded end caps. Cover all exposed nail heads on the vent with silicone
caulk. Intall a bead of exterior grade silicone sealant at the downslope leading edges of the ridge vent, at
the junction of the leading edge and the leak -barrier below.
6.5.7 Install the top course of TruSlate® field slates, UnderBlocklm UV & Moisture Barrier and TruSlate® trim
slates in accordance with GAF published installation instructions. Intall TruSlate® trim slates with 10-inch
exposure using minimum 1-5/8-inch long deck screws through pre -drilled holes, through the ridge vent to
engage the wood deck.
Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-1114
Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.6267-1114
GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017
Page 8 of 12
Prof Deck Pratactbn
I
Weathar Watch@ at
StormGuaidO Leak Barf*f
10" 257 m m
6 6s COBRA® HIP YENTT fs x ,''
6.6.1 The roof deck shall consist of minimum of 7/16 inch thick plywood or OSB wood structural panels. Use
only on roofs with slopes between 3:12 and 12:12. Install only on hips. Do not install Cobra® Hip Vent on
ridges.
6.6.2 Sequencing: If ridge ventilation will be installed, always install the ridge vent to the end of the ridge
before installing Cobra® Hip Vent.
6.6.3 Hip Air Slot: Determine the number of Cobra Hip Vent sections needed for proper ventilation and the
location for cuts in the roof hip. Cobra• Hip Vent is installed over a 2Y2 inch wide slot opening centered on
the hip beginning at 12 inches below the top of the hip and extending 36 inches down the hip for every 4
foot section of Cobra* Hip Vent needed. Leave 12 inches of the hip uncut after each 36 inch opening, and
the lowest opening must stop at the mid -point of the hip and more than 24 inches in from the exterior
warm wall. Wider openings and slots below the midpoint of the hip will not improve ventilation and must
be avoided. Cut away the shingles first with a roofing knife, and then cut the deck with a circular saw. The
saw should be adjusted so that the rafters or trusses are not cut.
Note: The roof decking must be re -nailed to the rafter at the edge closest to the hip to compensate for the
nails removed when the hip slot was cut.
Ridge
Air Slots
Hip Midpoint
I
I
I
1 -
I
Slot length nearest
eo midpoint may vary
No
d Deck
I
Eave
I
I
I
Must be at least 24" (610 mm) from the warm wall
Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-R34
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-1114
GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017
Page 9 of 12
6.6.4 Sealant: Seal all cut -edges of the asphalt shingles to the roof sheathing along all sides of the hip air slot
openings, using a bead of ASTM C92O polyurethane sealant, to prevent water infiltration.
6.6.5 Orientation: Always install Cobra® Hip Vent with the "Towards Peak" arrows on the top surface of the
vent pointing up towards the peak of the roof.
6.6.6 Attachment: Cobra* Hip Vent is fastened to the deck starting at the bottom of the hip and then up along
the entire length of the hip (this includes un-cut portions of the hip). Fasten Cobra Hip Vent to the deck
with the included 1%-inch inch long collated galvanized steel roofing nails, or longer corrosion resistant
roofing fasteners, to achieve penetration through plywood or OSB decks or minimum 3/4-inch embedment
into wood planks. Attach the Cobra® Hip Vent section through the pre -marked 6-inch increment nail
targets.
6.6.7 Joints & Terminations: Apply the subsequent Cobra® Hip Vent sections over the length of the hip using
the overlap/underlap tabs. For roofs with ridge vents, lengths of the hip vent must be butted tightly to
sections of ridge vents and install a 3 inch by 12-inch strip of self -adhering leak barrier over all junctions.
For roofs without ridge vents, sections of hip vent from adjacent hip runs must be mitered together tightly
where they intersect and install a 3 inch by 12-inch strip of self -adhering leak barrier over all junctions.
Refer to GAF published installation instruction for details.
6.6.8 Ridge Shingles: Cobra* Hip Vent is then covered with ridge cap shingles and this entire assembly is nailed
to the sheathing with the included 1%-inch inch long collated galvanized steel roofing nails. Depending on
the field and ridge cap shingles used, longer length corrosion resistant fasteners may be necessary. The
ridge cap shingles are installed per the shingle manufacturer's instructions and Florida Product Approval,
with a minimum of two nails per shingle and a shingle to shingle nail spacing of 8 inches on center or less.
Refer to the shingle manufacturer's Florida Product Approval for ridge cap shingle fastening and sealing
requirements. Do not overdrive the nails or crush/compact the product during installation.
6 7 COBRA® INTAKEPRO"" ROOFTOP'INTAKE VENT
6.7.1 The roof deck shall consist of minimum of 7/16 inch thick plywood or OSB wood structural panels. Use
only on roofs with minimum slope of 4:12. Install only on eave edges of the roof.
6.7.2 Determine the length of Cobra® IntakePro'" Rooftop Intake Vent sections needed for proper ventilation
and the location for cuts near the roof eave edge. Install a metal drip edge at the eave of the roof.
Measure up 6 and 7 inches up from the edge of the metal drip edge and strike chalk lines parallel to the
eave of the roof. Cut a 1 inch wide air slot opening along the chalk lines, stopping a minimum of 12" (305
mm) from rake/gable edges, side/end walls, and hip intersections, and stopping a minimum of 24" (610
mm) from the center of valley intersections. The saw should be adjusted so that the rafters or trusses are
not cut.
Exterior Research and Design, U.C. Evaluation Report 01506.02.06-R14
Certificate ojAuthorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-R14
GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017
Page 10 of 12
g`- }
TRIN-rY ERD
Note: After cutting the air slot, clear all debris blocking access into the attic space. Be sure to flatten attic
insulation near the air slot to allow for proper intake airflow near the air slot. Attic baffles may be used to
help prevent insulation from blocking intake airflow into the attic space.
6.7.3 Install a minimum 18 inch (457mm) wide FBC Approved peel -and -stick leak barrier down to the roof deck.
Align peel -and -stick leak barrier flush to the edge of the roof on top of the drip edge metal. Use a sharp
utility knife to cut the leak barrier, re -opening the 1 inch (25 mm) air slot that was previously cut in the
deck.
6.7.4 Each roll of Cobra® IntakePro'" Rooftop Intake Vent comes with two pieces of end cap fabric. To begin the
vent run, place one piece of end cap fabric overhanging halfway over the rake/gable edge and parallel to
the eave drip edge. Fasten the fabric to the roof deck using two roofing nails, one high and one low. If
necessary, a piece of FBC Approved peel -and -stick leak barrier can be used in lieu of end cap fabric.
6.7.5 With the pre -marked dotted nail line and GAF logo facing up toward the sky, position the vent on top of
the fabric end cap and flush to the rake/gable edge and eave drip edge. The front venting face of the vent
should be flush with the drip edge metal below. Using the included 1-3/4 inch (44 mm) pneumatic coil
nails, fasten the vent every 6 inches (152 mm) along the pre -marked nail line and fasten every 12 inches
305 mm), approximately 1-1/2 inches (38 mm) down from the up -slope edge of the vent. Do NOT nail
within 1 inch (25 mm) from the side, top, or bottom edges of the vent.
6.7.6 Continue installing vent toward the opposite gable/rake edge or termination point. When installing
multiple rolls, adjoin the rolls by butting them tightly together. There should be no gap between adjoining
sections. The vent must always extend a minimum of 12 inches (305 mm) past any air slots. Miter cut the
vent at any valley and hip intersections, ensuring the vent sections are butted tightly together. For
terminations at gable and rake edges, cover the end of the vent run using the included fabric end cap in
the same manner as the start of the vent run.
6.7.7 Install FBC Approved peel -and -stick leak barrier completely covering the top of the vent and extending
from the eave edge to a minimum of 24 inches (610 mm) in from the building's warm wall. The leak
barrier should not overhang the vent. Install rake drip edge if necessary.
MIn—orc"FL AardaL
COWa` mtakePm- Rooftop Intake Vent
18 (45J mm1 Mtle sbipof GAF LeakBaina
d3M05NmotmS!£aLsLaqp aeedges, mska11' wa; pInwb,anMUop. RrWmumof2s• (6lamml tromva"eyImefsxtlom:
ISlmm) up fmm edge ofINlp
edcA+meti. Ahr "om edge of Cobra' IMke
Rooftop..ke VentandGAFleak-0.
flush vdl" wivetldp ad9e nrefal. 6.7.8 Begininstalling the
shingle starter course. The starter course and first course of field shingles should overhang the front edge of the
Cobra® IntakeProT°" Rooftop Intake Vent by 1/4 — 3/4 inches (6 —19 mm) to provide a drip edge. Using the
included 1-3/4 inch (44 mm) pneumatic coil nails, fasten the starter strip and field shingles as per manufacturer'
s installation instructions. Ensure the field shingles are not fastened into the open air intake slot
below. Exterior Research and Design, U.C.
Evaluation Report 01506.02.06-R14 Certificate of Authorization #9503 6T" EDITION (
2017) F8C NON-HVHZ EVALUATION FL6267-1114 GAF Roof Ventilation Products; (800) 766-
3411 Revision 14: 09/25/2017 Page 11 of 12
4
Ij TRINITY ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Acworth, GA
Cumming, GA
Enka, NC
9. QUALITY ASSURANCE ENTITY:
UL, LLC. — QUA9625; (847) 664-3281
END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 01506.02.06-1114
Certificate ojAuthori:ation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-1114
GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017
Page 12 of 12
4/30/2018 GAF I Cobra Rigid Vent 3 Roof Ridge Vent (Attic Exhaust Vent)
COBRA®
Rigid TMVent
A premium rigid -style vent with 3" (76 mm)
ring shank nails that helps exhaust heat and
moisture from your attic (Available in warmer
climates)
Features
Cobra® Rigid Vent 3TM Exhaust Vent for Roof Ridge allows heat and moisture to escape at the ridge.
It provides 18 sq. inches per linear foot (67,720 m2/Im) of net free ventilating area and its unique
EasyTear'rm Sizing feature allows you to hand -tear product in 3" (76 mm) increments — no knives
necessary and less waste!
Benefits
Cap Shingle Compatible: Available in two widths to work with 12' (305 mm) or 10' (254 mm)
width ridge cap shingles.
Effective: External baffles help deflect wind and rain.
Versatile: Extra -flexible hinge design allows installation on 3:12 to 16:12 sloped roofs.
Peace Of Mind: Eligible for up to a Lifetime Itd, warranty when installed on Lifetime Shingle
roofs. I
https://www.gaf.com/en-us/roofing-products/residential-roofing-products/ventilation-and-attic-vents/exhausVplastic-ridge-vents/cobra-rigid-vent-3 1/
4/30/2018 GAF I Cobra Rigid Vent 3 Roof Ridge Vent (Attic Exhaust Vent)
NOTE: Always have a balanced ventilation system. In ho cdse should the amount of exhaust
ventilation at the ridge exceed the amount of soffit ventilation.
See GAFShingle & Accessory Ltd. Warrontyfor complete coverage and restrictions. The word 'Lifetime' refers to the length of a
coverage provided by GAFShingle & Accessory Ltd. Worrantyand means as long as the original individual owner(s) of a single-
family detached residence (or the second owner(s) in certain circumstances] owns the property where the shingles and accessories
are installed. For owners/structures not meeting the above criteria, Lifetime coverage is not applicable. Lifetime ltd. warranty on
accessories requires the use of at least three qualifying GAF accessories and the use of Lifetime Shingles.
Documents
APPLICATION INSTRUCTIONS +
BROCHURES +
CODES - EVALUATION REPORTS (ATI, ICC AND UL LLC) +
CODES - FLORIDA BUILDING CODE REPORTS
Cobra® Ridge Vents, Cobra® IntakeProTm Rooftop Intake
Vent, Cobra® Hip Vent and TruSlate® Ridge Vent - Florida
Approval FL6267-RI
Format: PDF (/en-us/document-
librory/documents/residentialroofi ng/ atticventil atlonproducts/ cobraexhou stventforroofridge/cobra-ridge_vents_cobro_intokepro_roottop_intake vent_cobra_hip vent and tru:
CODES - MIAMI DADE NOAS +
CODES - TDI EVALUATION REPORTS +
DATA SHEETS +
SAFETY DATA SHEET (SDS) }
WARRANTY INFORMATION -
https://www.gaf.com/en-us/roofing-products/residential-roofing-products/ventilation-and-attic-vents/exhaustlplastic-ridge-vents/cobra-rigid-vent-3 2/
11/6/2018
RlORIOA'06PARTMQN7 OF
Business &Professional Regula#ion
A Cidd
Product Approval
M USER: Public User
Florida Building Code Online
r
r
Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links ( Search
Product Ap12roval Menu > Product or Application Search > Application List > Application Detail
FL # FL10626-R14
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parisppany, NJ 07054
800) 766-3411
mstieh@gaf.com
Authorized Signature Robert Nieminen
lindar@nemoetc.com
Technical Representative William Broussard
Address/Phone/Email 1 Campus Drive
Parsippany, NJ 07054
800)766-3411
TechnicalQuestionsGAF@gaf.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 06/16/2019
Validated By John W. Knezevich, PE
Certificate of Independence
Referenced Standard and Year (of Standard)
Validation Checklist - Hardcopy Received
FL10626 R14 COI 2018 01 COI NIEMINEN.{Ldf
Standard Year
ASTM D1970 2015
ASTM D226 (physicals) 2009
ASTM D4533 (tear) 2015
ASTM D6164 2011
ASTM D6757 2016
FM 4474 2011
FRSA/TRI April 2012 (04-12) 2012
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQY9nVE2RUHVOuwgULxCexQlywp01%2b2iL%2fA%3d%3d 1/2
11 /6/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/05/2018
Date Validated 06/16/2018
Date Pending FBC Approval 06/26/2018
Date Approved 08/15/2018
Summary of Products
FL # Model, Number or Name Description
10626.1 GAF Roof Underlayments Roofing Underlayments for use in sloped roof systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10626 R14 II 2018 06 FINAL ER GAF UNDERLAYMENTS FL10626-
R14.p_1fApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Niemien 59166
Design Pressure: +N/A/-442.5 Created by Independent Third Party: Yes
Other: 1.) The design pressure noted in this Evaluation Reports
application relates to one particular underlayment FL10626 R14 AE 2018 06 FINAL ER GAF UNDERLAYMENTS FL10626-
R14.pdfsystemforuseunderfoam -on tile systems. Refer to
ER Section 5.6.4 for details. 2.) Refer to ER Section 5 Created by Independent Third Party: Yes
for other Limits of Use.
Fs_-_ckj Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. CC Rynght 2007-2013 State of Florida.:: P 'va v Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic
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 Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. 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 with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
f M N cClieik M
Credit Card
Safe
https://www.floridabuilding,orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQY9nVE2RUHVOuwgULxCexQlywp0l%2b2iL%2fA%3d%3d 2/2
MEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
REPORTEVALUATION
GAF Evaluation Report 01506.04.08-1114
1Campus Drive FL10626-1114
Parsippany, NJ 07054 Date of Issuance: 04/25/2008
800) 766-3411 Revision 14: 06/06/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and 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 6' Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until the named product(s) changes, the referenced Quality
Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMOIetc. 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 the user 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 11.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
Zl-
The facsimile seal appearing was authorized by Robert
FS V ,.; Nieminen, P.E. on 06/05/2018. This does not serve as ans`c
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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. NEMO ETC, LLC 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 NEMOletc. 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.
ONEMOletc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the
following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
Section Pro a Standard Year
1504.3.1 Wind Uplift FM 4474 2011
1507.1.1, R905.1.1 Exception Unrolling, Breaking Strength, ASTM D226 2009
Pliability
1507.1.1, R905.1.1 Exception Tear Strength ASTM D4533 2015
1507.2.3 / 1507.1.1 Physical Properties ASTM D6757 2016
1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical properties FRSA/TRI April 2012 (04-12) 2012
1507.11.2 Physical Properties ASTM D6164 2011
3. REFERENCES:
Enti Examination Reference Date
ERD (TST 6049) Physical Properties R3360.02.07-2-R1 03/13/2007
ERD (TST 6049) Physical Properties G12110.12.08 12/02/2008
ERD (TST 6049) FRSA/TRI April 2012 (Slippage) G34150.08.11 11/14/2011
ERD (TST 6049) ASTM D6164 G40630.01.14-2B 01/07/2014
ERD (TST 6049) ASTM D6164 G46160.09.14-3A 09/09/2014
ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-3 03/01/2017
ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-4 03/01/2017
PRI (TST 5878) Physical properties BRY-003-02-01 03/19/2002
PRI (TST 5878) ASTM D1970 GAF-026-02-01 03/26/2002
PRI (TST 5878) ASTM D1970 GAF-027-02-01 03/26/2002
PRI (TST 5878) Physical properties GAF-042-02-01 06/03/2005
PRI (TST 5878) Physical properties GAF-224-02-01 07/27/2009
PRI (TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010
PRI (TST 5878) ASTM D1970 GAF-275-02-01 11/11/2010
PRI (TST 5878) Physical properties GAF-349-02-01 07/03/2012
PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013
PRI (TST 5878) Wind Uplift GAF-434-02-03 09/16/2013
PRI (TST 5878) Wind Uplift GAF-434-02-04 09/16/2013
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-818-02-01 12/05/2017
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-826-02-01 06/04/2018
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-847-02-01 06/04/2018
UL (TST 1740) Physical properties 02NK22569 06/04/2002
UL (TST 1740) ASTM D6757 IONK11990 05/18/2011
Miami -Dade (CER 1592) HVHZ compliance 16-1216.02 02/02/2017
Miami -Dade (CER 1592) HVHZ compliance 18-0119.15 02/22/2018
ICC-ES (EVL2396) IBC/IRC compliance ESR-2053 07/01/2017
ICC-ES (EVL2396) IBC/IRC compliance ESR-2808 07/01/2017
ICC-ES (EVL2396) IBC/IRC compliance ESR-1322 01/01/2018
ICC-ES (EVL2396) IBC/IRC compliance ESR-3286 02/01/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (BC) 06/27/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (CA) 07/07/2017
UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (GA) 02/02/2018
UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (IN) 01/10/2018
NEMO ETC, LLC Evaluation Report 01S06.04.08-R34
Certificate ofAuthori:ation#32455 6T"EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 2 of 11
ON EMO I etc
Enti Examination Reference Date
UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (NC) 03/14/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (OK) 06/20/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (ON, QC) 05/18/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (SC) 06/16/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (TX) 05/24/2016
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (INDIA) 04/13/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (LA) 04/23/2018
4.1 Self -Adhering Underlayments:
4.1.1 Liberty"' SIBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified
bitumen roof underlayment; meets ASTM D1970.
4.1.2 StormGuard® Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified
bitumen roof underlayment; meets ASTM D1970. StormGuard® Film Surfaced Leak Barrier is also used as a
secondary water barrier to seal roof decks.
4.1.3 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen roof underlayment; meets ASTM D1970. WeatherWatch® Mineral Surfaced Leak Barrier is also
used as a secondary water barrier to seal roof decks.
4.2 Mechanically Fastened Underlavments:
4.2.1 VersaShield® Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or
fire barrier; meets physical requirements of ASTM D6757.
4.2.2 Deck -Armor' Premium Breathable Roof Deck Protection is a non -woven, spun -bonded polypropylene laminated
polyethylene scrim sheet roof underlayment, available in 48-inch or 54-inch roll widths; meets FBC 1507.1.1 &
R905.1.1(Exception).
4.2.3 RoofProTM SBS-Modified All -Purpose Underlayment is a fiberglass -reinforced, SBS modified bitumen roof
underlayment; meets AC165.
4.2.4 Shingle -Mate® Roof Deck Protection is a fiberglass reinforced, asphaltic roof underlayment; meets FBC 1507.1.1 &
R905.1.1(Exception).
4.2.5 StormSafe'" Anchor Sheet is a polypropylene woven fabric which serves as an anchor sheet in two-ply roof
underlayment systems; meets FBC 1507.1.1 & R905.1.1 (Exception).
4.2.6 Tiger Paw'" Roof Deck Protection is a non -woven, polypropylene reinforced, polymer coated roof underlayment;
meets FBC 1507.1.1 & R905.1.1(Exception).
4.3 Asphalt -Applied Underlayments:
4.3.1 Ruberoid® Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof
underlayment; meets ASTM D6164.
4.3.2 Ruberoid® Mop Granule FR is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof
underlayment; meets ASTM D6164.
NEMO ETC, LLC Evaluation Report 01506.04.08-1134
Certificate ofAuthorization#31455 6'"EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 3 of 11
ONEMOletc.
5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product.
5.4 GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1:_ -ROOF COVER OPTIONS
Asphalt Foam -On
Wood Slate or
Underlayment Nail -On Tile Metal Shakes & Simulated' Shingles Tile
Shingles Slate
Deck -Armor'" Premium Breathable Contact Contact Contact
Roof Deck Protection Yes No No
GAF GAF GAF
RoofProT" SBS-Modified All -Purpose
Underlayment
yes No No No Yes Yes
Shingle -Mate® Roof Deck Protection Yes No No No No No
Tiger Paw`' Roof Deck Protection Yes No No
Contact Contact Contact
GAF GAF GAF
VersaShield® Fire -Resistant Roof Deck
Yes No No No No No
Protection
Liberty- SBS Self -Adhering Base/Ply
Sheet
Yes No No No No No
StormGuard® Film Surfaced Leak Yes No No Yes No No
Barrier
WeatherWatch® Mineral Surfaced
Leak Barrier Yes No No No No No
Yes
Ruberoid® Mop Granule Yes Yes No Yes Yes
See 5.5.1
Yes
Ruberoid® Mop Granule FR Yes Yes No Yes Yes
See 5.5.1
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 01506.04.08-R34
Certificate ofAuthorization#32455 6T"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 4 of 11
OMEMO I etc.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
LibertyT" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and Weather Watch®
Mineral Surfaced Leak Barrier self -adhered to new untreated plywood or existing untreated ASTM D41
primed plywood.
Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to ASTM D41 primed structural
concrete.
5.6.2 Bond to Mechanically Attached Base Laver:
Libertyt'. SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and WeatherWatche
Mineral Surfaced Leak Barrier self -adhered to ASTM D226, Type II felt
Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to GAFGLAS® #80 Ultima'" Base Sheet
or Ruberoid® 20 Smooth.
5.6.3 Bond to Other Substrate Types:
ASTM D41 primed metal (flashing metal, valley metal, etc.)
5.6.4 Wind Resistance for Underlavment Systems in Foam -On Tile Applications:
FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -
on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift
limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in
foam -on or mortar -set 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 1
margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A,
Table 3A or FBC 1609 for determination of design wind loads.
1 Maximum Design Pressure = -45 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLAS® #80 Ultima" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min.
1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c. at the
4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center in the field of the
sheet.
Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
2 Maximum Design Pressure = -75 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLAS® #80 Ultima'" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min.
1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 8-inch o.c. at the
4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the
sheet.
Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
3 Maximum Design Pressure = -442.5 psf.
Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction
Base Layer: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4,
Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312, Type IV hot asphalt at 20
to 25 Ibs/square.
Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
NEMO ETC, LLC Evaluation Report 01506.04.08-1134
Certificate o/Authoriration#32455 6-EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 5 of 11
ON EMO I etc.
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, 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 AN51/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention
Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
5.7.1 Deck -Armor'"" Premium Breathable Roof Deck Protection; RoofPro' SBS-Modified All -Purpose Underlayment;
Shingle -Mate® Roof Deck Protection; StormSafeTM' Anchor Sheet and Tiger PaWTm Roof Deck Protection shall not
be left exposed for longer than 30-days after installation.
5.7.2 VersaShield® Fire -Resistant Roof Deck Protection, Ruberoid® Mop Granule and Ruberoid® Mop Granule FR shall
not be left exposed for longer than 180-days after installation.
5.7.3 Liberty— SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and WeatherWatch® Mineral
Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
Underlayment Tile Profile Staging Method Maximum
Slope
Ruberoid® Mop Granule
Flat Max. 10-tile stack 4:12
Flat Max. 6-tile stack (4 over 2) 5:12
Lugged Max. 10-tile stack 5:12
Ruberoid® Mop Granule FR
Flat or Lugged Max. 6-tile stack (4 over 2) 5:12
Lugged I Max. 10-tile stack 4:12
6. INSTALLATION:
6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to
the Limitations set forth in Section 5 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 substrate (if applicable).
6.3 install self -adhering underlayments when ambient temperatures are minimum 45°F and rising.
6.4 All metal surfaces shall be primed with Matrix' 307 Premium Asphalt Primer or alternate GAF accepted ASTM
D41 primer prior to application of self -adhering membranes.
6.5 Deck-ArmorTM' Premium Breathable Roof Deck Protection:
6.5.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for
double -layer applications.
6.5.2 Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V It, equals or exceeds 150 mph.
NEMO ETC, LLC Evaluation Report 01506.04.08-1114
Certificate ofAuthorization#32455 6-EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 6 of 11
ONEMOjetc.
6.5.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'" SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof'"" 2 Polyester -Surfaced Leak Barrier or
WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the
underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install
the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the
underlayment.
6.5.4 Non -Tile Roof Installations:
Single Laver; Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch D.C. Fasten in the field of the roll 12-
inch D.C. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch D.C. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
Double Laver; 2:12 < Roof Slope < 4:12:
If leak barrier (6.3.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at
the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c. in
two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps for 48-inch wide rolls (resulting in
maximum 22.5-inch exposure) or minimum 28.5-inch side -laps for 54-inch wide rolls (resulting in maximum 25.5-
inch exposure) and minimum 6-inch end -laps. Fasten 6-inch D.C. along the low edge and end laps and 12-inch o.c.
in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
6.6 Tiger Paw'"" Roof Deck Protection:
6.6.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof .covering to be installed, considering the wider sheet -width for
double -layer applications.
6.6.2 Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V it, equals or exceeds 150 mph.
6.6.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'" SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof " 2 Polyester -Surfaced Leak Barrier or
WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the
underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install
the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the
underlayment.
6.6.4 Non -Tile Roof Installations:
Single Laver; Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch D.C. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch D.C. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
NEW ETC, LLC Evaluation Report 01506.04.08-R14
Certificate ofAuthorization#32455 6'"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 7 of 11
ONEMOjetc.
Double Laver: 2:12 < Roof Slope < 4:12:
If leak barrier (6.4.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at
the eave, fasten the eave edge and 6-inch wide end -laps 6-inch D.C. Fasten in the field of the roll 12-inch o.c. in
two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps (resulting in maximum 22.5-inch
exposure) and minimum 6-inch end -laps. Fasten 6-inch D.C. along the low edge and end laps and 12-inch D.C. in
two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
6.7 StormSafel Anchor Sheet:
6.7.1 StormSafeT" Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems.
6.7.2 Minimum fasteners shall be 1-inch diameter plastic- or steel -capped corrosion resistant nails; corrosion -resistant
nails & 1-5/8-inch tin -caps; or Drill-Tec screws and plates.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V it, equals or exceeds 150 mph.
6.7.3 Non -Tile Roof Installations:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch D.C. Fasten in the field of the roll 12-
inch D.C. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch D.C. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
One the same day, install LibertyT' SBS Self -Adhering Base/Ply; StormGuard® Film Surfaced Leak Barrier or
WeatherWatch® Mineral Surfaced Leak Barrier over the StormSafeTM Anchor Sheet.
6.8 RoofPro'" SBS-Modified All -Purpose Underlayment and Shingle -Mate® Roof Deck Protection:
6.8.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are
permitted.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V it, equals or exceeds 150 mph.
6.8.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'"" SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier at
vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and
valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment,
leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed
decking. At other areas, install the leak barrier over the underlayment.
6.9 VersaShield® Fire -Resistant Roof Deck Protection:
6.9.1 Shall be installed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted.
6.9.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced at vulnerable
leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install
the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to
8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At
other areas, install the leak barrier over the underlayment.
NEMO ETC, LLC Evaluation Report 01506.04.08-R14
Certificate ofAuthoriration#32455 6T"EDITION (2017) FBC NON-HVH2 EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 8 of 11
6.10 Liberty— SBS Self -Adhering Base/Ply Sheet:
ONEMOjetc.
6.10.1_ Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.10.2 The minimum and maximum roof slopes are %2:12 and 6:12, respectively. Back -nailing is required when slope is
1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" D.C. within 3-
inch side laps.
6.10.3 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. For direct -bond to deck applications plywood
shall be primed with Matrix' 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at %2 to
gallon per square.
Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to 'relax' for min. 30
minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the
eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip
edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix'" 201
Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-inch apart.
Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly
bond side and end laps.
6.11 StormGuard® Film Surfaced Leak Barrier:
6.11.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.11.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 3-inch side laps.
6.11.3 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets
properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch
overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the
overhanging 2-inch over the eave and nail into place 12" D.C. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch
troweling of Matrix' 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-inch apart.
Use a hand roller to firmly bond side and end laps.
NEMO ETC, LLC Evaluation Report 01506.04.08-1134
CertificateofAuthorization#32455 6-EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 9 of 11
ONEMOJetc.
6.12 WeatherWatch® Mineral Surfaced Leak Barrier:
6.12.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.12.2 WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-
inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system.
6.12.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 4-inch side laps.
6.12.4 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets
properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch
overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the
overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch
troweling of Matrix'' 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-feet apart.
Use a hand roller to firmly bond side and end laps.
6.13 Ruberoid® Mop Granule; Ruberoid® Mop Granule FR:
6.13.1 Ruberoid® Mop Granule or Ruberoid® Mop Granule FR shall be installed in compliance with current GAF
published installation requirements.
6.13.2 For use in tile applications, Ruberoid® Mop Granule or Ruberoid® Mop Granule FR are for use as an alternate to
Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-
12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
6.13.3 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.6. Side laps shall be
minimum 4-inch and end -laps minimum 6-inch wide, and offset end -laps minimum 3-feet from course to course.
Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending
approximately 3/8-inch beyond the lap edge.
6.13.4 Consult GAF instructions regarding back -nailing requirements.
6.14 Tile Stagine (Ruberoid® Mop Granule; Ruberoid® Mop Granule FR):
6.14.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and GAF published requirements for tile staging.
6.14.2 Battens and/or Counter -battens, as required by the the manufacturer and FRSA/TRI April 2012 (04-12) must be
used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or
nail -boards, to prevent the sliding and/or damage to the underlayment during the loading process.
NEMO ETC, LLC Evaluation Report 01506.04.08-R14
CertificateofAuthorization#32455 6 HEDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/OS/2018
Page 10 of 11
Contact the noted CIA agency for information on product locations covered for F.A.C. 611320-3 CA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant Specification Product s
Charleston, SC FBC 1507.1.1 (Exception) Tiger Paw'" Roof Deck Protection
Conover, NC ASTM D6757 VersaShield® Fire -Resistant Roof Deck Protection
Dadra, India FBC 1507.1.1 (Exception) Tiger Paw'" Roof Deck Protection
Fontana, CA AC165 RoofPro- SBS-Modified All -Purpose Underlayment
Homer, LA FBC 1507.1.1 (Exception) Tiger Paw'" Roof Deck Protection (WIP)
McGregor, TX FBC 1507.1.1 (Exception) Shingle -Mate® Roof Deck Protection
Mission, BC FBC 1507.1.1 (Exception) Tiger Paw" Roof Deck Protection
Mt. Vernon, IN ASTM D1970 Liberty" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced
Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier
North Bay, Ontario FBC 1507.1.1 (Exception)
Deck -Armor'" Premium Breathable Roof Deck Protection, StormSafe'"
Anchor Sheet, Tiger Paw'" Roof Deck Protection (conversion)
Pryor, OK FBC 1507.1.1 (Exception) Shingle -Mate® Roof Deck Protection
Savannah, GA
ASTM D1970 StormGuard® Film Surfaced Leak Barrier; WeatherWatch® Mineral
Surfaced Leak Barrier
ASTM D6164 Ruberoid® Mop Granule; Ruberoid® Mop Granule FIR
UL, LLC. — QUA9625; (847) 664-3281
END OF EVALUATION REPORT -
NENIO ETC, LLC Evaluation Report 01506.04.08-1114
Certificate ojAuthorization#32455 6T"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 11 of 21