HomeMy WebLinkAbout808-810 Paraquay CtRECEIVE
DEC 12 ppb D
ew�
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: % (o , -3 0,4q �6
Documented Construction Value: S 10,930.00
Job Address: 808-810 Paraquay Court, Sanford, FL. 32771 Historic District: Yes[] No ❑
Parcel ID: 31-19-31-300-0020-0000 Residential 0 Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: Roof Replacement - CertainTeed Landmark Asphalt Shingles - 35 squares
Plan Review Contact Person: Stephanie Williams Title: Admin
Phone: 321-441-2300 Fax: 321-441-2313 Email: swilliams@collisroofing.com
Property Owner Information
Name New Tribes Mission Phone: 407-221-4989
Street: 1000 E 1st Street, Sanford, FL. 32771 Resident of property?
City, State Zip:
Contractor Information
Name Collis Roofing, Inc. Phone: 321-441-2300
Street: P.O. Box 520668 Fax- 321-441-2313
City, State Zip:
Longwood, FL. 32752 State License No • CCC058022
n/a
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
n/a Mortgage Lender: n/a
Address: 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 51^ Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
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 of the 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 of the job 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 of Owner/Agent Date
Print Owner/Agent's Name
signature of Notery.State of Florida Date
Doi oma,.
12/8/2016
Signatur ofContnctor/Agent Date
J. Dougla2taAr /
Print Con Agent' e /
of Florida Date
STEPHANIE J. WILLIAb1S
• ? Notary Public •State of Florida
Commission # GG 008373
•'%"oIr F%. 11 , My CComm Expir s 0
Owner/Agent is Personally Known to Me or ' ' r/A ent is I `'�t9s3flii Known to Me or
Produced 1D Type of ID Pro uc A
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:
ENGINEERING:
COMMENTS:
UTILITIES: WASTE WATER:
FIRE:
BUILDING:
Revised: lune 30.2015 Permit Application
$COLLIS ROOFING, INC.
REROOF DEPARTMENT
P.O. Box 520668
Longwood,, FL.32752-0668
Ph. .(321) 441-2300 Project Estimator: Wally Martin
Fax. (321) 441-23.13 E-Mail::waUy@collisroofing.com.
Lica /<' CC.0058022 Cell.Phone f/: 407-509-7138
Date: September 29., 2016
,Phone:
1407-2214989 Richard
407-3304505 Office
Attention: Richard, See w/ NTM Homes,
Email:
I Richard Sce(a),ntm.org
Job Address: :808-81-0 Paraguay Ct. Sanford, F1.32771
Collis Roofing, Inc. proposes to supply all of the labor and materials needed to remove your existing roof and install. your new:roofas
follows:
A) Collis Roofing, Inc. will provide all applicable permits.
B) Remove the existing -,shingles and underlayment.to bare deck and dispose of in a proper manner.
C) Inspect -the existing wood for damage. We. will remove the damaged wood and replace. it at a rate of $65.00 per sheet of
plywood, $5.00 per lineal foot of lx decking, $2:50.: er.lineal-foot of 2x lumber $5.00' er•lineal: foot of all other 2x lumber,
and $8.00 per lineal foot -of fascia. i o e: s amount 's no in 1 ed in he total below
D) Re nail all of the decking to meet current Florida Building Code requirements with 8d ring shank nails.
E) Supply and install new code approved CertainTeed-Roofers Select high performance underlayment using simplex nails.
F) Supply and install new code�ved 2'/" alvanized and. aiked•eaves-dri p and secure to the. roof deck with nails
around all eaves and rakes. e e ea' a ve ri co or:
G) Supply and install CertainTeed' SwiftStart starter shingles at.all eaves, sealing to -the eaves drip with, flashing cement.
H) Supply and install new 16"/.'26 -gauge preformed metal in all of the valleys.
I) Supply and install new Bullet) for plumbing, penetrations.
J) Supply and install:new-Bullet Vents -for all kitchen and bath exhaust fans.
K) Cut.in, and install 2 additional exhaust vents.
L) Supply,'load, and install CertainTeed Landmark Lifetime architectural- shingeranitiifications and all
applicable building codes using, 6 nails per shingle:
(� .
M) Supply, and install 92. feet of CertainTee&Rid¢e Vent (Shingle Over) to pro vide:proper-attic ventilation.
N) Supply and install CertainTeed' Shadow Rfdl a cap shingles to the ridges.
O) Magnetically sweep the job site for loose nails, and clean up all job,related debris.
P) Collis Roofing Inc. will supply a written fully transferable workmanship'warranty and release of lien.upon receipt of final
payment.
The above work shall be performed in a substantial workmanlike manner for the sum, of:
CertainTeed Landmark Lifetime .architectural shingles. with a CertainTeed 5 Star Warranty - S10.93&00 (130 MPH Wind
Warranty/ 25 Year Workmanship Warranty)
With payment to be made as follows: Total Due Upon Completion
Respectfidly submitted: Wally Martin, Project Estimator/. Collis Roofing Inc.
Date: 12 - S. he Approved,By.:
ACCORDING.TO FLORIDA'S. CONSTRUCTION LIEN' LAW: (SECTIONS 713:001-713:37, FLORIDA.
STATUTES), THOSE'WHO WORK ON YOUR PROPERTY OR -PROVIDE MATERIALS -AND ARE
NOT PAID IN FULL HAVE. A RIGHT' TO ENFORCE THEIR CLAIM FOR PAYMENT' AGAINST
YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY'
SUBCONTRACTORS, SUB -SUBCONTRACTORS,. OR MATERIAL SUPPLIERS, THE PEOPLE
WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU
HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR
CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY.. THIS
MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO
PAY FOR LABOR, MATERIALS, OR OTHER :SERVICES, THAT YOUR CONTRACTOR OR A
SUBCONTRACTOR MAY HAVE FAILED 'TO .PAY. TO PROTECT YOURSELF, YOU SHOULD
STIPULATE IN THIS CONTRACT THAT BEFORE. ANY PAYMENT IS MADE, YOUR
CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM
ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER."
FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT YOU
CONSULT AN ATTORNEY.
Name: Qtr>Nnanrd vrmm�ry
Address: Collis Roofing, Inc.
P.O. Sox 520666. Longwood. F '42752
NOTICE OF COMMENCEMENT
LENT
State of Florida
County of Seminole
Permit Number. Parcel ID Number:
i i�1111 II111 11111 Iilll IIIII illll 1111 illi
MARYANNE MORSE, SEMINOLE COUNTY
CLERK OF.CIRCUIT COURT h COMPTROLLER
8Y\ 8822 Ps 1114 (1P9s)
CLERK'S : 20161'.8327
RECORDED 12/12/2016 09:40:05 All
RECORDING FEES $10.00
31
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.
the prppt:rty an street address if available)
50 —, /O -601JH. oxn U/c�'r �L . - d /
GENERAL DESCRIPTION OF IMPROVEMENT:
OWNER INFORMATION:
Name: w 1 J
Address: tOar-,p L.' i S1- j...
Fee Simple Title Holder (if other than owner) Name: n/a
Address:
CONTRACTOR:
Name: Collis Roofing, Inc.
Address: P.O. Box 520668, Longwood, FL. 32752
Persons within the State. of Florida Designated by Owner upon whom notice or other documents may be served
as. provided by Section T13.13(1)(b), Florida Statutes.
Name: n/a
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienors 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 OVVNER AFTER'THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.1,
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 sfated in it are -true
to the best of my knowled and bel' f t
� ��� (.� `-'� � • .fir-�.1 �•cS\ o...
must sign the notice of commencement and no one else mby be permitted to sign In his or her stead.'
State of 1 1 o— Cdudty of Se n l n ALS
The foregoing instrument was acknowledged before me this L day of :De_ CP_Mb e r __,20
by D0.n r% U �.. K re d e, Who is personally known to meg
ms of person making statement
OR who has produced Identification ❑ type of identification produced:
cc
00
� a
z cc
z n
�.• '�y tAURjC'WN EARRARA MEYERS
Notary Signature 6-1
Commission N FF 91191:67
MY Commission Expires
„7�n MoY 09, 2020
M I A M I�DA[>E MIAMI-DADE COUNTY, FLORIDA
_ METRO-DADE FLAGLER BUILDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
CertainTeed Corporation (TX)
3000'West Commerce Street
Dallas ,TX 75212
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUTTE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
CONTRACTOR LICENSING SECTION
(305) 375-2527 FAX (305) 375-2558
CONTRACTOR ENFORCEMENT DIVISION
(305) 375-2966 FAX (305) 375-2908
PRODUCT CONTROL DIVISION
(305) 375-2902 FAX (305) 372-6339
Your application for Notice of Acceptance (NOA) of:
CertainTeed Corp. CRV Aluminum Ridge Vent
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0105.03
EXPIRES: 04/05/2006 Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 04/05/2001
90*�_ i"
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
\\s045000I\pc2000\\temp1ates\nodce acceptance cover page.dot
Internet mail address: postmaster®buildingcodeonline.com 0Homepage: http://www.buildingcodeonline.com
CERTAINTEED CORPORATION
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roof Ventilators
Materials: Aluminum
Maximum Design Pressure N/A.
Fire Classification: N/A
Product Control No.: 01-0105.03
Approval Date: 04/05/2001
Expiration Date: 04/05/2006
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
CRV Aluminum Ridge See detail drawing PA -100 Low profile attic ridge vent for installation
Vent herein in shingle roof systems. Formed from .019
embossed aluminum.
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Test Product
Product Dimensions Specification Description Manufacturer
Roofing Nails Min. 11 ga. x PA 114
1'/011
Aluminum Screws #8 x 1'/z' PA 114
EVIDENCE SUBMITTED:
Test Agency/Identifier Name
Center for Applied PA 100
Engineering, Inc. Wind Driven Rain
Page 2 of 5
Aluminum screw shank generic
nails.
Aluminum screw generic
Report Date
07-07-00-68 04/27/94
Frank Zuloaga, RRC
Roofing Product Control Examiner
CERTAINTEED CORPORATION
APPROVED APPLICATIONS:
Product Control No.: 01-0105.03
Slot: Cut a minimum 1'/i' to 3" slot along the apex of the roof by cutting'/," to
1 %:" on each side of the ridge. The slot shall terminate approximately 6" from
the rake edge.
Installation: Join ridge vent sections with connector plugs. Extend ridge vent past ends of
slot to full length of ridge and cut final section. Place ridge vent centered over
the void and install end plug on the end of the vent sealed with 100% silicone
sealant. Apply 100% silicone sealant caulk to the bottom flange of the CRV
Aluminum Ridge Vent. Align joined ridge vent over slot and fasten in place
using 1'/? aluminum screw shank, or aluminum roofing nails at a maximum
spacing of 8" o.c. using the predrilled nail holes with the first nail 1 %i' to 2"
from the vent end. Place straps over joints and fasten in place with two
fasteners per side of strap. Use connector straps at each end of vent run.
Net Free Area: Refer to manufacturers published literature
Minimum
Slope: 2:12
LIMITATIONS:
1. Refer to applicable building codes for required ventilation.
2. CRV Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet.
Frank Zuloaga, RRC
Page 3 of 5 Roofing Product Control Examiner
CERTAINTEED CORPORATION
.665
.500
DETAIL
5.750
3.000
f f-1.750 —
9ENT
3.770
4.239
Page 4 of 5
Product Control No.: 01-6105.03
.25
7541
8.479
R
TYP
45-
Frank Zuloaga, RRC
Roofing Product Control Examiner
CERT,AINTEED CORPORATION Product Control No.: 01-0105.03
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2 Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4 Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5 Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the Notice of
Acceptance is displayed, then it shall be done in its entirety.
7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all times. The copies need not be resealed by the engineer.
8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9 This Acceptance contains pages I through 5.
END*OF THIS ACCEPTANCE
Frank Zuloaga, RRC
Page 5 of 5 Roofing Product Control Examiner
12/8/2016 ' Florida Building Code Online
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Product Approval Menu > Product or Application
Search > Application List > Application Detail
FL #
FL5444-R9
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer CertainTeed Corporation -Roofing
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
(610) 651-5847
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harner
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 Ucensed
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 07/03/2017
Validated By John W. Knezevich, PE
4' Validation Checklist - Hardcopy Received
Certificate of Independence FL5444 R9 COI 2016 01 COI Nieminen.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D3161, Class F 2009
ASTM D3462 2009
ASTM D7158, Class H 2008
Equivalence of Product Standards
Certified By
Sections from the Code
httpJ/www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDglahlgO7CSsoycOrl28CcpCIS%2bbcD1Om5s%3d 1/2
1218/2016
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
02/16/2016
Date Validated
02/16/2016
Date Pending FBC Approval
02/17/2016
Date Approved
04/12/2016
Summary of Products
FL # Model, Number or Name
Description
5444.1 CertainTeed Asphalt Roofing
3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural
Shingles
asphalt roof shingles
Umits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5444 R9 II 2016 02 FINAL ER CERTAINTEED Asphalt
Approved for use outside HVHZ: Yes
Shingle FL5444-R9.odf
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 Umits of Use
Evaluation Reports
FL5444 R9 AE 2016 02 FINAL ER CERTAINTEED Asphalt
Shingle FL5444-R9.pdf
Created by Independent Third Party: Yes
Back Nett
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 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
mall 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 emalls 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 dick hM.
Product Approval Accepts:
®®®
Credit Card
Safe
http:pwww.floridabuilding.org(pr/pr app dM.aspx?param=wGEVXOwtDgtahlgO7CSsoycOrl28CcpCIS%2bbcD1Om5s%3d 212
QOTRINITYIERD
EVALUATION REPORT
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 3532.09.05-R10
FL5444-R9
Date of Issuance: 09/22/2005
Revision 10: 02/16/2016
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 5th Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roofing Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1.
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. TrinityJERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD 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
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 02/26/2026 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. Trinity IERD 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.
S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
rTRINITY I ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated
compliance with the following sections of the Florida Building Code and 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
2009
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161, Class F
2009
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158, Class H
2008
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
OSNK16778
05/12/2005
UL (TST 1740)
ASTM D3161
OSCA16778
05/12/2005
UL (TST 1740)
ASTM D3161
OSNK14836
05/22/2005
UL (TST 1740)
ASTM D3161
OSNK22800
06/22/2005
UL (TST 1740)
ASTM D3462
R684
09/21/2005
UL(TST 1740)
ASTM D7158
OSNK08037
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
IOCA41303
10/27/2010
UL (TST 1740)
ASTM D3161 & D3462
IOCA44960
11/11/2010
UL LLC (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
UL LLC (TST 9628)
ASTM D3161 & D3462
4786334434
09/16/2014
UL LLC (TST 9628)
ASTM D3161 & D3462
4786570826
02/12/2015
ULLLC (TST 9628)
ASTM D3161, D3462 & D7158
4786570717
12/16/2015
UL LLC (TST 9628)
ASTM D3161 & D3462
4787195678
02/09/2016
UL LLC (QUA 9625)
Quality Control
Service Confirmation
Exp. 07/03/2017
4. PRODUCT DESCRIPTION:
4.1 CT20'", XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles.
4.2 Carriage House Shangle°, Centennial Slate'", Grand Manor Shangleo, Landmark'", LandmarkTM IR,
Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark' Solaris and Landmark'" Solaris IR are
fiberglass reinforced, laminated asphalt roof shingles.
4.3 NorthGatel is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1110
Certificate of Authorlcation #9503 FL5444-119
Revision 10: 02/16/2016
Page 2 of 12
TRINITY I ERD
4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass
reinforced, architectural asphalt roof shingles.
4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles.
4.6 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.
4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest", Cedar
CrestT' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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 the HVHZ
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
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
D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones
UP to Vasd = 150 mph (V„it = 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 PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application
instructions, for use in wind zones up to VW =150 mph (V,, =194 mph).
5.4.3 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.
5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed
asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the
calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V„ It = 194 mph) for
residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having
a mean roof height less than or equal to 60 feet.
The shingles are permissible under Code for installation in these conditions using the installation
procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to
minimum codified fastening requirements 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 the Florida Building
Code and F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
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CerHJ7eate of Authorl:otion p9S03 FL5444-R9
Revision 10: 02/16/2016
Page 3 of 12
6.2.1
6.2.2
6.3
6.3.1
6.3.1.1
�,�TRINITYJERD
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.
Installation of asphalt shingles shall comply with the manufacturer's 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.
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.
Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions.
CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the
limitations set forth in FBC Section 1510 and CertainTeed published installation instructions.
CT20`, XT" 25. XT" 30, XT" 30 IR:
LOW AND STANDARD SLOPE
ENGLISH 12•• 12" 12"
(305 mm) (305 mm) (305 mm)
—
1" �1" (25 mm) — Sealant
lant 1" (25 mm)-�{
5 5/e" (145 mm) 1
5 ppm mood
METRIC 131/8" 131/8" 131/8"
r-1" (25 mm) _ Ianl 1" (25 mm)
s pro'•
T
Figure 11.3: Usefovvr nails for every frit sbingla
Hip & Ridge: Cut Shingles
(251mm}1 � I [— 2.. (50 mm) ,Remove~,_
�if MSh1
— — — It
2Cap305 mm)
Shingle1
Figure 11-24: Cut labs, then Mm back to make cap sbingles
(fnglisb ditnewtons slmon).
STEEP SLOPE
Use four nails and six spots of asphalt roofing cement' (or every full
shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4536
Type Ii is suggested.
I� -
Rooling Cement
Apply 1"(25 mm) spots of asphalt roofing cement
under each tab corner.
Figure 11-4: Usefour nails middy spots ofaspbalt cement on sleep slopes
'CAUTION: Excessive use of roofing cement can cause shingles
to buster.
—►�r12^ (305 MM) __*.1 Fast
5'
(125 rpm) — —: �SAW- mm\
Nla
11
l
Figure 11.25: Installation of caps along the hips and ridges.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof &
Flashing Sealant, in accordance with manufacturer's instructions.
Exterior Research and Design, U.C.
Certificate of Authorization 09503
Evaluation Report 3532.09.05-R30
F15444 -R9
Revision 20:02/16/2016
Page 4 of 12
QOTP..INITYIERD
6.3.2 Carriaee House Shansle•, Centennial Slate'" and Grand Manor Shanele®:
LOW AND
STANDARD SLOPE
Use five nails for every fullshangle.
�—(25 mm) (25.)
F-
5/8" 8518"
(16 mm) (mm)
NJ
Figure 17-4.• Use fire nalis for Prervfull Grand Al(rnor Sbangle.
Carriage Nouse Sbangle. or Centennial Stare.
6.3.2.1 Hip & Ridge: Shangle• Ridge
Figure 17-18.• Sbangle' Ridge.
STEEP SLOPE
Use seven nails and three spots of asphalt roofing cemenl for every
full Grand Manor Shangle. Use five nails and three spots of asphalt
roofing cement for every full Carriage (louse Shangle and (Amtennial
Slate. Apply asphalt roofing ccmcnl I' (25 mm) from edge of shingle
(Figure 17.5). Asphalt raring cement aiming A..17M V458611pc II
is suggested.
l—(25tmm)
T-
5/81,
06mm)LI "
38 mm)
of less
C15 rmm)
(25mn)i 1 ' RootingesmomJ
Figure 17-5: Wben installing Grand Alanor Slurngles on sleep slopes.
use seven nails and lbree spolf of aspball roofing cement.
'Sthe;
` 1 Remove tape
8 Exposure
from the right side
1 g�` and fasten
�ECOND
FZ:j� RIGHT
FIRST
LEFT
Figure 17-19: Inslallalloll oJSbaltg/e® Ridge sbingles
on blps and ridges.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof &
Flashing Sealant in accordance with manufacturer's instructions.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1130
Certificate o/ Authorization N9S03 FL5444-R9
Revision 10: 02/16/2016
Page 5 of 12
TRINITY I ERD
6.3.3 Landmark'", landmark'" IR. landmarkTM Pro (formerly Landmark'" Plus), Landmark" Premium,
Landmark,* TL, Landmark' Solaris. Landmark'" Solaris IR. NorthGate:
LOW AND STANDARD SLOPE
METRIC DIMENSIONS
12" 143/4" 12"
1--(305 mm) ----(375 mm) -►+(305 mm) --i
�axv:�asrz+srasa cn�w^�nnr„ :�evlwsrusix
L I--1" (25 mm) Release Tape 1" (25 mm)—I
Iah"
Nailabler
Am
LANDMARK Tl
13th" 13" 13b2"
1-043 mm)-- --(330 mm)—I—(343 mm)--{
--1"(25 mm) 1" (25 mm)-- --
rA m N
figum 1.f•4. Use jour nails for ri-M- fill shingle.
NorthGate:
ADE
NAn1VG1
r 14 3r4' Ir
AREAI-- (305 mm) (375 mm) (3D$ mm) �1
T Naiing Umh
�~ 1'
05 mm)Upper nal lyre r (25 mm)-� f
Lotter nal Ire
NaSng areas for loge and standard slopes (hem 2:12 m 21:12)
Nal Detmen upper 8176er Ines m shoM above.
STEEP SLOPE
Use six nails and four spots of asphalt roofing cement for every, full
laminated shingle. Smbelow. Asphalt roofing cement should meet
ASTd1 D45861)pe II. Apply I" spots of asph:di roofing cement unde
rich corner and at :about 12" to 13" in from each edge.
METRIC DIMENSIONS
143/4" 1 12"—
(305 mm) (375 mm) 1 (305 mm)
I"(25mm) j Release Tape l"(25 mm) --
Nail Aea 1
For Steep
(25 mm) - - - - (25 mm;
Roolina Cement
Exterior Research and Design, LLC.
Certificate al Authorization #9503
Evaluation Report 3532.09.05 -RIO
i15444•R9
Revision 10: 02/16/2016
Page 6 of 12
Q0TP.,1NrrYjERD
LANDMARK TL
131/2"
13"
13'/2"
343 mm)
r(
(330 mm)
(343 mm)
�+1 "(25 mm)
I
1 "(25 mm) --1
I
MMK.r/j, =1001
Figure 13d: Use six nails and four spots of
asphalt roofing content on steep slopes
NorthGate:
STEEP 12" 14-314' 12"
SLOPE 1---(305 mm)—j— (375 mm)—' —(305 mm)—
NAILING
AREA I Nailin mils 1'(25 mm)
—1
��1'(25 mm) betwee�i�iptiver --1
rn�i inoc
r
Nailing areas for steep slopes (greater than 21:12)
and "StorniNailing"
Nail between lower 2 nail lines as shown above.
6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge" or NothGate Accessory
Figwe 13-16.• shadow Ridge accessory shingles dehwb easily f onr
lbree piece units to nate 72 individual cap pieces.
12' 97/8'
(Mnnnn) (250mm)
56 g15ry6' 415/iG
(,Win-)050mm) T {125mm) (125mm)
Notch for Notch for
Centering Centering
17 7 131!4' �� f
5mm) Notches for Alignment to (337mm
) Notches for Alignmemto 75/8'
the Top Edge of the Previous T the Top Edge of the Previous m
Cap for 5' (125mm) Exposure (180m8 m) L —t
Capfor55/8'(141mm) Exposure
(1 m)
English Dimension Metric Dimension
Shadow Ridge"' Shadow RidgeTM
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R10
Certificote olAuthorkotion #9S03 F15444 -R9
Revision 10: 02/16/2016
Page 7 of 12
13 1/4'
(337 mm)
9 2713r
(250 mm)
4 1516' 1125 mm►
centelir g Notch
Mian these
notches to top
edge of
previous course
NorthGate Ridge
Laying Notch
I
��TRINITYJERD
13 1/8"
—(333 mm)—s-
-0-6
m)—►•-6 5/8' -►I -e-6 5/8'-►
1_ (168 mm) 168 mm
I
Centering
131/4'Notch
(337 mm) `\At gn Mass/ 7518-
notches to top (194 mm)
Jli edge of
previous course. 1
NorthGate Accessory
Figure 13.20: Use laying notcbes to center shingles on hips and
ridges, and to locale the cormct erposum.
Note: For ASTM D3161 - Class F of Shadow Ridge'"', use BASF Sonolastic NP 1 adhesive or Henkel PL®
Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions.
6.3.3.2 Hip & Ridge, Option 2: Cedar Crest', Cedar Crest'" IR
Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and
about 2 -inch up from the starter shingle's exposed butt edge. 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.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10
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Revision 10: 02/16/2016
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"-,�TRINITY I ERD
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof &
Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of 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.
Hand -ata" od►ot3vo
114,
(O mm) .0— 1vo2MMl
1a'
119 MM)
1'
_ (2S mml
Dab or aeohob
cement Between 1'
elope triers (25 mm)
6.3.4 Presidential Shake'"', Presidential Shake'" IR. Presidential Shake TL'". Presidential Solaris'":
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 Wes, apply 4 nails 1'
Nailing ;. 40' above lab cutouts maldng certain labs of oterlying shingle toter nulls
Guide ones (1016 mm)
s 114' —�
(133 mm)
1112 T3877
(362 mm)
NOTE Apply nails on painted guideline.
Figure 16.6.• Fastening Pimulen#al and Pres"enlial TL Sbake
sbin& on loco and standout slopes
6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
i
1' diameter asphalt iooiing cement
Figure 16.7.• Fastening Presidential and Pnnidenifal M Sbaka
sbbow on $teep slopes.
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 13'/4'
accessory.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof &
Flashing Sealant in accordance with manufacturers instructions.
6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge
shingles.
Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R10
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Revision 10: 02/16/2016
Page 9 of 12
6.3.5 Hatteras'":
LOW, STANDARD AND STEEP SLOPE:
MM)
I- I..
:(25 mm)
9 ala"
4D mm)
rgruP 15.3• faAr ging 11allrms 8bbigles on
lorr and Randard.1"
For lo%v and slatdanl slopes. use Dir nails for each full
I laucras shingle as shown above.
6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras
NTINITY I ERD
I
!/jure 13. h hKieuug Ilallems 866tgles ou.Verp.Voprr
For steep slopes, n>e rhe halls and eight spots of asphalt roofing
cemem for each hill Worms shingle as shmcn abose. Apple 1-
I15non) diameter spas of roofing cement (AJTJt D 45561)pe II
sunned) under ruh tab corner. Press shingle into place: do not
eaposc temem.
CAUTION: Too ninth roofing cement can c-ause shingles to blister.
Figure 15-14: 181bree piece units separate to make
54 Hatteras Accessory sbingles
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof &
Flashing Sealant in accordance with manufacturer's instructions.
6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles
9,.
(230 mm) I
Cap
Shingle
Fag�e�
8'18 (460mm)�►i %o\h
1181,—(203 mm) _ : �� d `25mm1
60 mm)
��2AO mm
Figure 15-2o.- cut Haueras sbingles to nlake cover cap. Figure 15-21: Installation of caps along hips and ridges
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof &
Flashing Sealant in accordance with manufacturer's instructions.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R10
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Page 10 of 12
6.3.6 Highland Slate"", Highland Slate'" IR:
LOW AND STANDARD SLOPE:
6.3.6.1
6.3.7
7. LABELING:
Mi
MIrm6Dldenwu u
six nab (bo rails
installed —cants,
CA
UI as dwm)
Figaro //•3: Use F/VE nath for eeery Hrgbland Slate shingle.
",,�TRINITY I ERD
STEEP SLOPE:
Use FIVE nails and EIGHT spots of asphalt roofing cement* for each
full Highland Slate shingle. For Mand -Dade, SV( nails are required.
Apply I' diameter spots of asphalt roofing cement under each tab
comer. Asphalt roofing cement meeting ASTM D4586 Type 11 B suggested.
Mem.Dede requires
SIX Nle (Rxo rale
INtoled mr cantor
alai a Noxa).
Figure 11 34' Use MT nails and eight spots ofaspbalt
roofing cenenI under each tab corner.
'CAUTION: Ercesslve use of roofing cement can cause shingles
to blister.
Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR or Shangle Ridge'"
hip and ridge shingles.
Patriot'":
LOW AND STANDARD SLOPE
Use FOUR nails for ever' full shingle localed as shown below.
Sealant
6 118 y I' (25 mn) j i' (25 Rr r+
056 mm) ll
(333-) (fit.-.) ~� (333"
STEEP SLOPE
USC FOUR nails and four spr>ts of asphall roofing cement For tern' full
shingle as shown below. Asph:dt rmAng cement meeting A.KrrM 64586
Ty )e II is sugg(sk'd. Apply 1'(25 min) s)x)ls of asph:dl roofing
Cement :ts shown.
CAtrrlo\: i'Acessive use of rllofing cement can cause shingles to bli+ler.
1-1'It:m) 1'126cF�'
(156MR) t to O
TT- ,Reeling Cement
Hip & Ridge: Refer to instructions herein for Cedar Crest", Cedar Crest" IR, Shadow Ridge'", NorthGate
or Shangle Ridge'" hip and ridge shingles.
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.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R30
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QOTR'INITYIERD
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1110
Certificate of Authorization #9S03 FL5444-R9
Revision 10.02/16/2016
Page 12 of 12
12/8/2016 Florida Building Code Online
Business Regulation
r
BCIs Home I Log In 1 User Registration I Hot Topics I Submit surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Search I
Or*
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL11288-1115
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer CertainTeed Corporation -Roofing
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
(610) 651-5847
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 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 Robert Nieminen
the Evaluation Report
Florida License PE -59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/03/2017
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL11288 R15 COI 2016
01 COI Nieminen.odf
Referenced Standard and Year (of Standard) Standard
Year
ASTM D1970
2009
ASTM D226
2006
ASTM D4601
2004
ASTM D4869
2005
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2008
ASTM D6757
2007
FM 4474
2004
http://www.floridabuilding.org(pr/pr app dU.aspx?param=wGEVXOwtDgs6WGOndlUHYonUmKSG5yyaJM4c4BcWaVTRkRVeshObtg%3d%3d 1/2
12/8/2016 Florida Building Code Online
FRSA/TRI April 2012 (04-12) 2012
TAS 103 1995
TAS 110 2000
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
02/14/2016
02/16/2016
02/17/2016
04/12/2016
FL #
Model, Number or
Name
Description
11288.1
CertainTeed Roof
Roof underlayments for use below Approved prepared roof coverings.
Underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11288 R15 I1 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288-
Approved for use outside HVHZ: Yes
RiS.Ddf
Impact Resistant: N/A
Verified By: Robert Nieminen PE -59166
Design Pressure: +N/A/ -555.0
Created by Independent Third Party: Yes
Other: 1.) The DP in this application
Evaluation Reports
pertains to a particular application for use
FL11288 R3S AE 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288-
in adhesive -set tile applications. DP is N/A
R15.udf
for underlayments installed beneath
Created by Independent Third Party: Yes
mechanically attached prepared roof
covers. 2.) Refer to ER Section 5 for other
Limits of Use.
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Flonda is an AA/EEO employer. Copyright 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
mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls 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 dick here .
Product Approval Accepts:
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http://www.floridabuilding.orgtpr/pr app dU.aspx?param=wGEVXQwtDgs6WGOndlUHYonUmKSG5yyaJM4c4BcWaVTRkRVeshObtg%3d%3d 212
TTRINITYIERD
EVALUATION REPORT
CertainTeed Corporation
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 11610.09.08-1116
18 Moores Road FL11288-RlS
Malvern, PA 19355 Date of Issuance: 09/03/2009
Revision 16:02/04/2016
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 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: CertainTeed Roof Underlayments
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 IERD 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 "TrinitylERD 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 9.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Robert Nleminen, P.E on 02/04/2016
This does not serve as an electronically signed document. Signed,
sealed hardcoples have been transmitted to the Product Approval
Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl 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.
S. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
QOTR'INITYJERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by CertainTeed Corporation, 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.
2. STANDARDS:
Section
Prope
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2004
1507.2.3
Physical Properties
ASTM D226
2006
1507.2.3
Physical Properties
ASTM D4869
2005
1507.2.3
Physical Properties
ASTM D6757
2007
1507.2.4, 1507.2.9.2, 1507.5.3
Physical Properties
ASTM D1970
2009
1507.10.2
Physical Properties
ASTM D4601
2004
1507.11.2
Physical Properties
ASTM D6163
2000
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2008
1523.6.5.2.1
Physical Properties
TAS 103
1995
TAS 110
Accelerated Weathering
TAS 110
2000
FRSA/TRI April 2012 (04-12)
Underlayment Installation References
2012
3. REFERENCES:
inti
Examination
Reference
Date
ERD (TST6049)
Physical Properties
C7290.01.08
01/16/2008
ERD (TST6049)
Physical Properties
C8440.04.08
04/28/2008
ERD (TST6049)
Physical Properties
09560.05.08
05/25/2008
ERD (TST6049)
Physical Properties
C10080.09.08 -R3
04/17/2009
ERD (TST6049)
Physical Properties
022960.06.09
06/02/2009
ERD (TST6049)
Physical Properties
3530.12.05-1-R1
10/05/2009
ERD (TST6049)
Wind Uplift
C8370.08.08 -R1
10/05/2009
ERD (TST6049)
Physical Properties
3523.03.05-R2
01/12/2010
ERD (TST6049)
Physical Properties
030890.03.10-1
03/17/2010
ERD (TST6049)
Physical Properties
C3500.04.10
04/01/2010
ERD (TST6049)
Physical Properties
C31840.05.10
05/10/2010
ERD (TST6049)
Physical Properties
C31860.05.10
05/18/2010
ERD (TST6049)
Physical Properties
C31850.06.10
06/25/2010
ERD (TST6049)
Physical Properties
035460.05.11
06/16/2011
ERD (TST6049)
Physical Properties
C34940.09.11 -R1
10/04/2011
ERD (TST6049)
Accelerated Weathering
C40840SC
06/11/2012
ERD (TST6049)
Physical Properties
040050.09.12-2
09/28/2012
ERD (TST6049)
Wind Uplift
C39670.08.12
08/20/2012
ERD (TST6049)
Physical Properties
C31410.30.10 -R1
11/02/2012
ERD (TST6049)
Physical Properties
045240.01.14-1
01/15/2014
ERD (TST6049)
Physical Properties
032930.01.11-R2
01/20/2014
ERD(TST6049)
Physical Properties
C45240.01.14-2
01/24/2014
ERD (TST6049)
FM 4470
CTR-SC9920.01.16-R1
01/20/2016
ERD (TST6049)
Wind Uplift
CTR-SC10420.01.16
01/25/2016
MTI (TST 2508)
Physical Properties
DXO8C4A
03/22/2004
MTI (TST 2508)
Physical Properties
TX14B6A-001
02/27/2006
MTI (TST 2508)
Physical Properties
TX1466B-002
03/13/2006
MTI (TST 2508)
Physical Properties
TX1406F-006
03/13/2006
MTI (TST 2508)
Physical Properties
TX1486E-005
03/13/2006
PRI (TST5878)
Physical Properties
CTC -034-02-01
11/24/2008
PRI(TST5878)
Physical Properties
CTC -075-02-01
02/15/2011
PRI (TST5878)
Physical Properties
CTC -067-02-01
08/08/2011
PRI (TST5878)
Wind Uplift
CTC -112-02-01
12/12/2011
PRI (TST5878)
Physical Properties
CTC -163-02-01(x3)
05/10/2013
Exterior Research and Design, U.C. Evaluation Report 11610.09.08-R16
Certificate oJAuthor&ation N9S03 FL21288-RlS
Revision 16:02/04/2016
Page 2 of 9
��TRINrryIERD
Entity Examination Reference Date
PRI(TST5878) Physical Properties CTC -189-02-01 11/18/2013
UL, I.I.C. (QUA9625) Quality Control Service Confirmation Exp. 07/03/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adherina Underlayments:
4.1.1 WinterGuard'" HT is a glass scrim reinforced, self -adhering, film -surfaced waterproofing underlayment.
4.1.2 WinterGuard"" Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment.
4.1.3 WinterGuard' Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing
underlayment.
4.1.4 MetaLayment"" is a self -adhering, film -surfaced, waterproofing underlayment.
4.1.5 Black Diamond Base Sheet is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified
roof underlayment meeting ASTM D1970 requirements.
4.1.6 Flintlastic SA PlyBase is a self -adhering, glass mat reinforced, film -surfaced, SBS modified roof
underlayment meeting ASTM D1970 requirements for use as a base -layer in multi -ply underlayment
systems.
4.1.7 Flintlastic SA Mid Ply is a self -adhering, polyester reinforced, film -surfaced, SBS modified roof
underlayment meeting ASTM D1970 and ASTM D6164, Type I, Grade S requirements for use as a base -
layer in multi -ply underlayment systems.
4.1.8 Flintlastic Ultra Glass SA is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof
underlayment meeting ASTM D6163, Type 1, Grade S requirements for use as a base -layer in multi -ply
underlayment systems.
4.1.9 Flintlastic SA Cap FR is a self -adhering, glass mat reinforced, granule -mineral surfaced, SBS modified roof
underlayment meeting ASTM D6163, Grade G, Type I requirements.
4.1.10 Flintlastic SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, SBS modified roof
underlayment meeting TAS 103 and ASTM D6164, Grad G, Type I requirements.
4.2 Torch Applied Underlayments:
4.2.1 Flintlastic GTA is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment
meeting ASTM D6222, Grade G, Type I requirements.
4.3 Asphalt Applied Underlayments:
4.3.1 Flintlastic GMS or Flintlastic Premium GMS is an asphalt -applied, polyester reinforced, granule -surfaced,
SBS modified roof underlayment meeting ASTM D6164, Grade G, Type I and II requirements, respectively.
4.4 Mechanically Attached Underlayments:
4.4.1 Flintlastic SA NailBase is a glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting
ASTM D4601, Type II requirements for use as a mechanically attached base -layer in multi -ply
underlayment systems.
4.4.2 Roofers' Select is an asphalt -impregnated, organic felt reinforced with glass fibers roof underlayment
meeting ASTM D67S7 requirements.
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 the HVHZ.
5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials
Directory or test report from accredited testing agency for fire ratings of this product.
Exterior Research and Design, LIC. Evaluation Report 11610.09.08-R36
Certi leote ofAuthorlsotion #9503 FL112MR15
Revision 16:02/04/2016
Page 3 of 9
0
�l TRINITY I E R D
5.4 CertainTeed 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 AHJ
for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
11,`. ,;g..'
iY„17.
,OwwS%.
:
yTABI_E,1:aROOFMCOVER
,.�M.j..
Wood
Asphalt
Nail -On
Foam -On
Mortar-
Underlayment
Metal
Shakes &
Slate
Shingles
Tile
Tile
Set Tile
Shingles
Roofers' Select
Yes
No
No
No
No
No
No
WinterGuard HT
Yes
No
No
No
Yes
Yes
Yes
WinterGuard Sand
or Granular
Yes
No
No
No
No
Yes
Yes
Black Diamond Base
Yes
No
No
No
No
Yes
Yes
Flintlastic SA Cap
No
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Flintlastic SA Cap FR
No
Yes
No
No
No
Yes
Yes
MetaLayment
Yes
No
No
No
Yes
Yes
Yes
Flintlastic GTA
No
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Flintlastic GMS or
Yes
No
Yes
Yes
No
Yes
Yes
Premium GMS
See 5.5.1
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
3M 2 -Component Foam Roof Tile Adhesive AH -160 (FL6332): Flintlastic SA Cap, Flintlastic GTA,
Flintlastic GMS or Flintlastic Premium GMS.
Dow TILE BOND'" Roof Tile Adhesive (FL717): Flintlastic SA Cap, Flintlastic GMS or Flintlastic Premium
GMS
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to:
New or existing plywood
➢ FlintPrime or ASTM D41 primed new or existing plywood.
Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA
Cap or Flintlastic SA Cap FR self -adhered to:
➢ New or existing plywood;
➢ FlintPrime, FlintPrime SA or ASTM D41 primed new or existing plywood;
➢ FlintPrime, FlintPrime SA or ASTM D41 primed structural concrete.
Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to:
FlintPrime or ASTM D41 primed structural concrete.
Flintlastic GTA torch -applied to:
➢ FlintPrime or ASTM D41 primed structural concrete.
Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R16
Certificate of Authorization #9S03 FL21288-RIS
Revision 16:02/04/2026
Page 4 of 9
��TRINITYIERD
5.6.2 Wind Resistance for Underlayment 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 IA or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure = -240 psf:
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: FlintPrime or ASTM D41.
Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered.
Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS or Flintlastic Premium GMS, applied in hot
asphalt.
#2 Maximum Desien Pressure = -555 osf:
Deck:
Structural concrete to meet project requirements to satisfaction of AHJ.
Primer:
FlintPrime, FlintPrime SA or ASTM D41.
Base:
(Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered.
Underlayment:
Flintlastic SA Cap, self -adhered.
#3 Maximum Desien Pressure = -105.0 psf:
Deck:
Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Primer:
(Optional) FlintPrime, FlintPrime SA or ASTM D41
Base Ply:
(Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered.
Underlayment:
Flintlastic SA Cap, self -adhered.
#4 Maximum Design Pressure = -127.5 psf:
Deck:
Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Primer:
FlintPrime, FlintPrime SA or ASTM D41
Joints:
Min. 4 -inch wide strips of Flintlastic SA PlyBase, self -adhered over all plywood joints.
Base Ply:
(Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered.
Underlayment:
Flintlastic SA Cap, self -adhered.
All other direct -deck, adhered CertainTeed underlayment systems beneath foam -on or mortar -set the
systems carry a Maximum Design Pressure of -45 psf.
5.6.3 Bond to Base Sheet:
WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ASTM
D226, Type I or II felt.
➢ Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA,
Flintlastic SA Cap, Flintlastic SA Cap FR self -adhered to: Flintlastic SA NailBase or ASTM D226, Type I or
II felt.
➢ Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA PlyBase or Flintlastic SA MidPly.
➢ Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D226, Type I or II felt; ASTM D2626
felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA.
➢ Flintlastic GTA torch -applied to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II
base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA.
Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16
Cert!/!cote oJAuthorl:otion #9503 FL31288-R15
Revision 16:02/04/2016
Page 5 of 9
QOTRI'NITYIERD
5.6.3.1 For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on or mortar -set tile systems, base layer
shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), but not less than that
detailed below. 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 1A or
FBC 1609 for determination of design wind loads.
5.6.3.2 For mechanically attached base sheet in a 2 -ply system, the maximum design pressure for the selected
assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April
2012 (04-12), Appendix A, Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the
limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements
#5 Maximum Desipn Pressure = -37.5 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: ASTM D226, Type II felt or Flintlastic SA NailBase
Fasteners: 12 ga., 1% -inch long galvanized ring shank nails through 32 ga., 15/8 -inch diameter tin caps
Spacing: 6 -inch o.c. at the 4 -inch laps and 12 -inch o.c. at two (2) equally spaced, staggered rows in the field of
the sheet.
Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered.
Underlayment: Flintlastic SA Cap, self -adhered.
#6 Maximum Desien Pressure = -45.0 psf*:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 18 -inch o.c. at two (2) equally spaced, staggered center
rows.
Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied.
#7 Maximum Desien Pressure = -52.5 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced, staggered center
rows.
Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied.
#8 Maximum Desien Pressure = -52.5 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: Min. 1 -inch long, 12 ga. Simplex Metal Cap Nails
Spacing: 6 -inch o.c. at the min. 2 -inch laps and 6 -inch o.c. at four (4) equally spaced, staggered rows in the
field of the sheet.
Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered.
Underlayment: Flintlastic SA Cap, self -adhered.
Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16
Certificate of Authorization N9S03 FL11288-R15
Revision 16:02/04/2016
Page 6 of 9
Q0TP,.INrryJERD
#9 Maximum Design Pressure = -60.0 Dsf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga., 1Y.-inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the min. 2-inch laps and 8-inch o.c. at three (3) equally spaced, staggered rows in the
field of the sheet.
Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self-adhered.
Underlayment: Flintlastic SA Cap, self-adhered.
#10 Maximum Design Pressure = -67.5 Dsf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Cap nails: 1 -inch diameter, 0.032 -inch thick metal cap with 0.120 -inch shank diameter, annular ring
shank nails
Spacing: 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. at five (5) equally spaced, staggered center rows in the field of
the sheet.
Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt.
#11 Maximum Desien Pressure = -75.0 Dsf:
Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga., 1% -inch long galvanized ring shank nails through 32 ga., 15/8 -inch diameter tin caps
Spacing: 6 -inch o.c. at the min. 2 -inch laps and 6 -inch o.c. at four (4) equally spaced, staggered rows in the
field of the sheet.
Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered.
Underlayment: Flintlastic SA Cap, self -adhered.
#12 Maximum Design Pressure = -90.0 Dsf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced, staggered center
rows.
Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied.
#14 Maximum Design Pressure = -105.0 Psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced, staggered center
rows.
Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied.
#15 Maximum Design Pressure = -105.0 Dsf:
Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga., 3Y. -inch long galvanized ring shank nails through 32 ga., 15/8 -inch diameter tin caps
Spacing: 4 -inch o.c. at the min. 2 -inch laps and 4 -inch o.c. at four (4) equally spaced, staggered rows in the
field of the sheet.
Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered.
Underlayment: Flintlastic SA Cap, self -adhered.
Exterior Research and Design, U.C. Evaluation Report 11610.09.08-R16
Certificate of Authorization #9503 FL11288-R15
Revision 26:02/04/2016
Page 7 of 9
��TRINI-rYJERD
5.7 Exposure Limitations:
Roofers' Select shall not be left exposed for longer than 30 -days after installation. Refer to installation
instructions specific to anticipated exposure in Section 6.
Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall
not be left exposed for longer than 180 -days after installation.
Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS do not
have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile atop Flintlastic
SA Cap, GTA, GMS or Premium GMS, in which case the maximum exposure is 180 days.
Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA, for use as
a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than 30 -days after
installation, prior to placement of subsequent underlayment layer.
6. INSTALLATION:
6.1 CertainTeed Roof Underlayments shall be installed in accordance with CertainTeed published installation
requirements 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 primed the substrate (if applicable).
6.3 Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA:
6.3.1 Flintlastic SA NailBase, Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid -
layer in multi -ply underlayment systems beneath Flintlastic SA Cap, Flintlastic SA Cap FR.
6.3.2 Flintlastic Ultra Glass SA is limited to use as a base -layer in multi -ply underlayment systems beneath
Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS.
6.3.3 Install the base -layer underlayment to the substrates detailed in Section 5.6 in accordance with
CertainTeed published installation instructions, followed by the final underlayment layer in accordance
with the instructions outlined below for the particular top -layer underlayment.
6.3.4 Roof cover limitations are those are those associated with the top -layer underlayment, set forth in Table
1.
6.4 Black Diamond Base, Flintlastic SA Cap or SA Cap FR. WinterGuard or MetaLayment:
6.4.1 Shall be installed in compliance with current CertainTeed published installation requirements and FBC
Section 1507 for the type of prepared roof covering to be installed.
6.4.2 For Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4 -inch and
end -laps minimum 6 -inch wide, pressed firmly with a seam -roller, and offset end -laps minimum 2 feet
from course to course.
Consult CertainTeed instructions for use of FlintBond SBS Modified Bitumen Adhesive, trowel grade, on
the 6 -inch end laps and T -seam detailing.
Consult CertainTeed instructions regarding back -nailing requirements.
6.4.3 For Tile Applications (Flintlastic SA Cap, SA Con FR only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
6.5 Flintlastic GTA:
6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation
requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation
Manual, 5th Edition and Table 1 herein.
Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-1416
Certificate ofAuthorization #9503 FL21288-R35
Revision 16:02/04/2016
Page 8 of 9
TRINITY I ERD
6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps
shall be minimum 3 -inch and end (vertical) laps minimum 6 -inch wide, and offset end -laps minimum 3
feet from course to course. Side and end -laps shall be fully heat -welded and inspected to ensure
minimum 3/8 -inch flow of modified compound beyond the lap edge.
6.5.3 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
underlayment.
6.5.4 Consult CertainTeed instructions regarding back -nailing requirements.
6.6 Flintlastic GMS or Flintlastic Premium GMS:
6.6.1 Flintlastic GMS or Flintlastic Premium GMS shall be installed in compliance with current CertainTeed
published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012
(04-12) Installation Manual, 5th Edition and Table 1 herein.
6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt -applied to the substrates noted in
Section 5.6. Side (horizontal) laps shall be minimum 3 -inch and end (vertical) 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.
6.6.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
6.6.4 Consult CertainTeed instructions regarding back -nailing requirements.
6.7 Roofers' Select:
6.7.1 Standard -Slone Application (4:12 and greater): Starting at the lower edge of the roof, apply a single layer
of Roofers' Select parallel to the eaves, overhanging drip edge by Ya -inch. Overlap ends (vertical laps) at
least 4 -inch and sides (horizontal laps) at least 2 -inch. Offset end laps from course to course at least 6 -
feet. Apply flat and unwrinkled, fastening as required to hold in place.
6.7.2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by
applying a double layer of Roofers' Select parallel to the eaves. Begin by applying a 19 -inch wide starter
strip of Roofers' Select along the eaves, overlapping the drip edge by X -inch. Place a full -width sheet over
the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36 -inch wide courses up
the roof slope, overlapping the previous course by 19 -inch in "shingle -fashion". Overlap ends at least 12 -
inch. Offset end laps from course to course at least 6 -feet. Apply flat and unwrinkled, fastening as
required to hold in place.
6.7.3 Eaves Flashing for Ice Dam Protection (all slopes): Eaves flashing may be constructed from self -adhering
waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofers'
Select cemented together with asphalt roofing cement (ASTM D 4586, Type II). Eaves flashing should be
installed to a level of at least 24 -inch inside the interior wall line, or in areas of severe icing, at least up to
the highest water level expected to occur from ice dams to the satisfaction of the Authority Having
Jurisdiction.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
B. MANUFACTURING PLANTS:
Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 QA
requirements.
6. QUALITY ASSURANCE ENTITY:
UL, LLC.—QUA9625; (414) 248-6409; karen.buchmann@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-1116
Certlncote of Authorization #9503 FL11288•RIS
Revision 16:02/04/2016
Page 9 of 9
City of Sanford
Roof Permit Application Checklist
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
El Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
® Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
El A site specific notarized power of attorney shall be required from the licensed contractor if
hetshe appoints an employee of his/her company to sign the permit application as the contractor.
0 Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State .of
Florida (must be submitted with each application if contractor is the applicant).
da Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant).
These guidelines were compiled to assist the applicant in preparing a roofpermit application and may not be
complete. 77te applicant is required to meet all City of Sanford, state, and federal code requirements.
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 12/8/2106
hereby name and appoint:
Ray Henderson
an agent of: Collis Roofing, Inc.
(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):
t'r7 The specific permit and application for work located at:
808-810 Paraquay Court, Sanford, FL. 32771
(Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: J. Douglas Lanier
State License Number: CCC058022
Signature of License Holder: D �, D
STATE OF FLORIDA
COUNTY OF Seminole
The fgregoing instrument was acknowledged before me this day of c.t�l�lOr`v-
200 ! %, by J. Douglas Lanier who is 2S personally known
to me or o who has produced e A as
identification and who did (did not) takg,Cn
STEPHANIE J. WILLIAM
S I
�_°• ;° = Notary Public - State of Florida
Commission N GG 008373
My Comm. Expires Oct 29.2020
(Rev. 08.12)
Signature
Print or type name
Notary Public - State of-9&Me4
—dk-
Commission No.
My Commission Expires: