HomeMy WebLinkAbout720-722 Panama Pl_ -- I%f
DEC i 2 2o�s
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: /&- 3 dpi 9 (P
Documented Construction Value: $ 10,930.00
Job Address: 720-722 Panama Place, Sanford, FL. 32771
Historic District: Yes ❑ No El
Parcel ID: 31-19-31-300-0020-0000 Residential Q Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: Roof Replacement - CertainTeed Landmark Asphalt Shingles - 35
Plan Review Contact Person: Justin Shelton
Title: ReRoof Manager
Phone: 321441-2300 Fax: 321-441-2313 Email: swilliams@collisroofing.com
Property Owner Information
Name NEW TRIBES MISSION INC
Street: 1000 E 1ST ST SANFORD, FL 32771-1441
City, State Zip:
Phone: 407-221-4989
Resident of property? :
Contractor Information
Name Collis Roofing, Inc. Phone: 321-441-2300
Street: P.O. Box 520668
City, State Zip:
Name: Na
Street:
City, St, Zip: _
Longwood, FL. 32752
Bonding Company:
Address:
n/a
Fax: 321-441-2313
State License No.: CCCO58022
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender: n/a
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. 1 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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 50, 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 Signature
J. Dou
Print Owner/Agent's Name Print Cop
Signature of Notary -State or Florida Date
12/9/2016
Date
• '" "O ' - STEPHANIE J. WILLIAMS
Notary Public •Slate of rlorlda
. _
Commission # GG 008373
My Comm. Expires Oct 29.2020
Owner/Agent is Personally Known to Me or own to Me or
Produced ID Type of ID Produced 1D Type of 1D
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
APPROVALS: ZONING:
COMMENTS:
UTILITIES:
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Revised: June 30, 201 S Pemnit Application
SCOLLIS'.ROOFI .G, INC.
REROOYDEPARTMENT
P.O. Bos 520668
Longwood, FL.32752-0668
Ph. (321)441-2300
F.ax (321)•4412313
laic.•# CCC058022
Project Estimator: Wally Martin,
E -Mall: waUy@coftrooting.com
Cell Phone #: 407;507138
Date: September 29, 2016
Phone:-
407-221.4989 Richard
407-330-11505 Office
Attention: Richard See w/ NTM Homes,
Email:
Richard See tm.or ,
Job -Address: 720-722.Panama'Pl. Sanford,Fl. 32771
Collis Roofing, Inc. proposes to supply all, of the labor and.materials needed to remove ,your existing roof and install your. new roof as
follows:
A) Collis Roofing, Inc.. will provide all applicable permits. 1
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-ger lineal -foot of 2x lumber- $5.00 er lineal foot of 611.other 2x'lumber,
and $8.00 per lineal foot offascia.'o e: s amour is 'noluded in he to a be ow
D) Re -nail all of the decking to meet current Florlda 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 a roved 2'/"' alvanized and ainted eaves dri and secure to the roof deck with nails
around all eaves and rakes. , ease pecifv e_a�es di3 olor iWil� a . L"1;
G) Supply and install CertainTeed'Swift5tart starter shingles at all eaves, sealing to ,the.eaves•drip with flashing. cement.
H) Supply'and install.new 116"/ 26 -gauge preformed metal, in, of the valleys.
I) Supply and install new Bullet Boots -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 shingles -per manutuctmer's-s eciiications and all
applicable building codes using 6 -nails per. shingle. �r 8>
M) Supply, and install 92 feet of CertainTeed Ridge Vent (Shingle Over)- to provide proper attic• ventilation.
N) Supply and install CertainTeed Shadow. Ridge.cap.shingles to the ridges.
O) Magnetically sweep the. job site for loose nail's,.aud 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 - S10.930:00 (130'MPH Wind
Warranty/ 25 Year Workmanship Warranty)
With payment to be made -as follows: Total Due Upon Completion
Respectfully. -submitted. Wally Martin, Project Estimator/ Collis Roofing Inc..
Z;S,I aDate: % ro Approved By:l�lz L
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 RELEASEOY LIEN FROM
ANY PERSON OR COMPANY THAT HAS, PROVIDED TO YOU A "NOTI.CE TO OWNER."
FLORIDA'S CONSTRUCTION LIEN' LAW IS COMPLEX AND IT IS RECOMMENDED. THAT YOU
CONSULT AN ATTORNEY.
Z...
Name: btepname vvinams
Address: Collis Roofing, Inc.
P.O. Box 520668. Longwood. FL 32752
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number.
Parcel ID Number:
MARYANNE MORSE, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT Ik COMPTROLLER
8K 8822•P9 1116 (iP9s)
CLERK'S T 2016128329
RECORDED 12/12/2016 09:40:05 AM
RECOIZOING FEES, $10.00
3 ` l`1-FD9 �o&�CJ
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.
DESCRIPTIOMOF P OPER a al description of the property and:street address if avai tile)
s�= c ►
Top ►! ���L I L- ��IJL t/4 �, F N� / Ctrs fere-,p
GENERAL DESCRIPTION OF
a6
Fee S)mple 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 713.13(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 OWNER AFTER -THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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
to the best of my knowledge and belief.
C, vt 1.`
ere Sign m Owner'sLiPrinted Name
Florida Stalu .13(1)(8): • The owner must sign tite notice of commencement and no one else mey be permitted to sign in his or her steed.'
State of EZoridc6_ county of SP.m %nO�'�
The foregoing Instrument was acknowledged before me this � day of
by ,(.t:.tllYLC/ L • Xreld g -r Who Is personally known to me Y
Name of person making statement
OR who has produced identification ❑ type of Identification produced:
amnq
,�.••' •n � LAURA JA N ARBARA MEYERS
ND US
Commission 0 FF 989887
My Commission Expires
May 08, 2020
M I A M I DADE 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, SUITE 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 COMMMEE
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
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
%V0450001 \pc200011templates\notice acceptance cover page dot
Internet mail address: postmaster@buildingcodeonline.com (9 Homepage: http://www.buildingeodeonline.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
Roofing Nails Min. 11 ga. x PA 114
1'/e"
Aluminum Screws #8 x P/2' 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
nails.
Aluminum screw
Report
07-07-00-68
Manufacturer
generic
generic
Date
04/27/94
6TT'-D--
Frank Zuloaga, RRC
Roofing Product Control Examiner
IV
f
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 W 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'/i' 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 %:" 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 Product Control No.: 01-0105.63
DETAIL
45-
Frank Zuloaga, RRC
Page 4 of 5 Roofing Product Control Examincr
Y
CERTAINTEED 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)
fa) 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
thc 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 1 through 5.
END'OF THIS ACCEPTANCE
Frank Zuloaga, RRC
Page 5 of 5 Roofing Product Control Examiner
12/9/2016, Florida Building Code Online
Professional Regulation
r
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USER: Public User
Product Approval Menu > Product or ADDlication Search > Application Lis[ > Application Detail
FL #
FL11288-R15
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.Ddf
Referenced Standard and Year (of Standard) Standar 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 o.aspx?param=wGEVXQwtDgs6WGOndlUHYonUmKSG5yyaJM4c4BcWaVTRkRVeshObtg%3d%3d 1/2
12/9/2016 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
r 1
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 II 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288-
Approved for use outside HVHZ: Yes
R 5.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
F111288 R15 AE 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288-
in adhesive -set tile applications. DP is N/A
R15,Ddf
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.
Back Next
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 here .
Product Approval Accepts:
®®
Credit Card
Safe
httpl/www.floridabullding.orgfpr/pr app dU.aspx?param=wGEVXOwtDgs6WGOndlUHYonUmKSG5yyaJM4c4BcWaVTRkRVeshObtg%3d%3d 2/2
QOTRINITYIERD
EVALUATION REPORT
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
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-R16
FL21288-RIS
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 51h 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 DCAANE1983
The facsimile seal appearing was authorized
by Robert Nleminen, P.E. on 02/00/2016
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 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 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 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.
Q0TRIN'ITYIERD
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:
imint
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
C9560.05.08
05/25/2008
ERD (TST6049)
Physical Properties
C30080.09.08 -R3
04/17/2009
ERD (7576049)
Physical Properties
C12960.06.09
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
C30890.03.1D-1
03/17/2010
ERD (7576049)
Physical Properties
C3500.04.30
04/01/2010
ERD (TST6049)
Physical Properties
031840.05.10
05/10/2010
ERD (TST6049)
Physical Properties
C31860.05.10
05/18/2010
ERD (TST6049)
Physical Properties
C31850.06.30
06/25/2010
ERD (TST6049)
Physical Properties
035460.05.11
06/16/2011
ERD (TST6049)
Physical Properties
C34940.09.11 -R3
10/04/2011
ERD (TST6049)
Accelerated Weathering
C409405C
06/11/2012
ERD (TST6049)
Physical Properties
C40050.09.12-2
09/28/2012
ERD (TST6049)
Wind Uplift
C39670.08.12
08/20/2012
ERD (TST6049)
Physical Properties
C31430.10.1D-R3
11/02/2012
ERD (TST6049)
Physical Properties
C45240.01.14-1
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-SC10420.01.26
01/25/2016
MTI (TST 2508)
Physical Properties
DX08C4A
03/22/2004
MTI (TST 2508)
Physical Properties
TX14B6A-001
02/27/2006
MTI (TST 2508)
Physical Properties
TX14130-002
03/13/2006
MTI (TST 2508)
Physical Properties
TX1486F-006
03/13/2006
MTI (TST 2508)
Physical Properties
TX14B6E-005
03/13/2006
PRI (TST5878)
Physical Properties
CTC -034-02-01
11/24/2008
PRI (TS71*5878)
Physical Properties
CTC -075-02-03
02/15/2011
PRI (7575878)
Physical Properties
CTC -067-02-01
08/08/2011
PRI (7575878)
Wind Uplift
CTC -112-02-02
12/12/2011
PRI (7575878)
Physical Properties
CTC -163-02.01(x3)
05/10/2013
Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R36
Certificate of Authorization #9503 FL11288-R15
Revision 26:02/04/2016
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I Q
TRINITY I ERD
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 -Adhering Underlayments:
4.1.1 WinterGuardT" 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 WinterGuardT" 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 I, 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 D6757 requirements.
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 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, LLC. Evaluation Report 11610.09.08-1136
CertlJkote ofAuthorization #9503 F1.11288-1115
Revision 16:02/04/2016
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QOTRIN'ITY I ERD
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:
e
''TEC7LQ
►�C10
AW.
Asphalt
Nail -On
Foam -On
Mortar-
Wood
Underlayment
Shingles
Tile
Tile
Set Tile
Metal
Shakes &
Slate
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
es
Yes
No
Yes
Yes
See
5.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
See5.5.1
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 11610.09.0&1116
Certificate ofAuthoriration #9503 FL112MR15
Revision 16:02/04/2016
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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 1A 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 Design 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 Design 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 tile
systems carry a Maximum Design Pressure of -45 psf.
5.6.3 Bond to Base Sheet:
D 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, LLC. Evaluation Report 11610.09.08-R16
Certificate o/Authorlration #9503 FL21288-R15
Revision 16:02/04/2016
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��TRINITYJERD
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 3A 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 WD3. 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 Desien Pressure = -37.5 osf:
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.,1Y..-inch long galvanized ring shank nails through 32 ga., 1 5/8 -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 osf*:
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 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: 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 osf:
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, LLC. Evaluation Report 11610.09.08-R36
Certificate of Authorization #9503 FL1128&R15
Revision 16:02/04/2016
Page 6 of 9
TRINITY I ERD
#9 Maximum Design Pressure = -60.0 psf:
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., 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 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: 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 Design Pressure = -75.0 usf:
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: 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 usf:
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 psi:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHI.
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 psf:
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, LLC. Evaluation Report 11610.09.08-1116
Cert►J►cote of Author►:ot►on #9503 FL11288-R15
Revision 16:02/04/2016
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Q0
TRINITY I ERD
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 Can, SA Cap 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, LLC. Evaluation Report 11610.09.08-1116
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Revision 16:02/04/2016
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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 the 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 -Slope 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 %-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 %-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 QA 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.
Certificate of Authorization #9503
Evaluation Report 11610.09.08-1136
FL11288-RlS
Revision 16:02/04/2016
Page 9 of 9
12/9/2016 Florida Building Code Online
OF
Professional Regulation
DBPR 11011E ABOUT DB PR ill PR DI Y I I IDMS CONTACT DBPR
b
a
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I� YSER: Vubllt User
l.Pf4r.ON1
Product Approval Menu > Product or Application Search > Application Ust > Application Detail
OFF10E OF FL # FL5444-R9
SECUTARY
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. Harner
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 Robert Nieminen
the Evaluation Report
Florida Ucense PE -59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/03/2017
Validated By John W. Knezevich, PE
46 Validation Checklist - Hardcopy Received
Certificate of Independence FL5444 R9 COI 2016 01 COI Nieminen.pdf
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
http://www.floridabuilding.orgtpr/pr app o.aspx?param=wGEVXOwtDglahlgO7CSsoycOrl28CcpCIS%2bbcD1Om5s%3d 1/2
12/9/2016
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Florida Building Code Online
Method 1 Option D
02/16/2016
02/16/2016
02/17/2016
04/12/2016
12/08/2016
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
Limits 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
Shinale FL5444-R9.pdf
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 R9 AE 2016 02 FINAL ER CERTAINTEED Asphalt
Shingle FL5444-R9.pdf
Created by Independent Third Party: Yes
Back Next
Contac: 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
mail 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
4S5, F.S., please dick here .
Product Approval Accepts:
N ®2 --
Credit Card
Safe
httpJ/www.floridabuilding.orgtpr/pr app o.aspx?param=wGEVXOwtDgtahlgO7CSsoycOr128CcpCIS%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 3532.09.05-1110
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 FOC 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 02/16/2016. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval Adndn¢trator 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.
5. 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.
QOTRIN'ITYIERD
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:
intitt
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
OSNK07049
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
OSNK14836
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
OSNK08037
06/28/2006
UL(TST 1740)
ASTM D3161 & D3462
09CA28873
07/23/2009
UL (TST 1740)
ASTM D3462
10CA41303
10/07/2010
UL (TST 1740)
ASTM D3161
10CA41303
10/08/2010
UL (TST 1740)
ASTM D7158
10CA41303
10/27/2010
UL(TST 1740)
ASTM D3161 & D3462
10CA44960
11/11/2010
UL LLC (TST 9628)
ASTM D3161, D3462 & D7158
13CA32897
11/21/2013
UL LLC (TST 9628)
ASTM D3161, D3462
TFWZ.R684
04/22/2014
ULLLC (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
UL LLC (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 CT20TM', 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,
LandmarkTM' Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are
fiberglass reinforced, laminated asphalt roof shingles.
4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1410
Certificate of Authorization #9503 FL5444-R9
Revision 10: 02/16/2016
Page 2 of 12
NTINi-rYIERD
4.4 Presidential Shake', Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass
reinforced, architectural asphalt roof shingles.
4.5 Hatteras'", Highland SlateTM 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
Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions.
S. 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 V,Sd = 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 V,Sd = 150 mph (V,,,t = 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 V,sd = 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.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05.1130
Certificate of Authorization #9S03 FL5444-119
Revision 10: 02/16/2016
Page 3 of 12
6.2.1
6.2.2
6.3
6.3.1
6.3.1.1
QOTRIN'ITYIERD
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'm. XT'" 25, XT" 30, XT'" 30 IR:
LOW AND STANDARD SLOPE
ENGLISH 12" 12" 12"
5 5/e" (145 rr
5u/7 Pkrdr
T
METRIC 131/8" -13r/e" 1m[-1"(25 mm)
Sealant 1 " (25
61/0"
T
Figure 11-3. Use jour nails for every full sbingk
Hip & Ridge: Cut Shingles
(25 -111- -1 [- 2" (50 mm), ,Remove,-
FCap
1 1
I� - 11-T
— -- ---t'17.
cap Cap 3D5mm)
ngle Shingle Shingle
Figure 11-24: Cut tabs, lben trim back to make cap sbingles
(Englisb dimensions sbown).
STEEP SLOPE
Use tour nails and six spots of asphalt roofing cement' for every full
shingle (Figure II -4). Asphalt roofing cement meeting ASTM D4586
Type 111s suggested.
I
Rooling cement
Apply 1"(25 mm) spots of asphalt rooling cement
under each lab corner.
Figure 11-4: Use jour naUs acrd str spots ojwpbrdt cm=t on steep slopes
'CAUTION: Excessive use of roofing cement can cause shingles
to blister.
�mc�l
Figure 11-25: Installation of caps along The bips 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, I.I.C. Evaluation Report 3532.09.05-R10
Certificate o/Authorization #9S03 FL5444-R9
Revision 10: 02/16/2016
Page 4 of 12
mm)
(305 mm)
n(305rrrn)(305
Selant
1"(25 mm)
T
METRIC 131/8" -13r/e" 1m[-1"(25 mm)
Sealant 1 " (25
61/0"
T
Figure 11-3. Use jour nails for every full sbingk
Hip & Ridge: Cut Shingles
(25 -111- -1 [- 2" (50 mm), ,Remove,-
FCap
1 1
I� - 11-T
— -- ---t'17.
cap Cap 3D5mm)
ngle Shingle Shingle
Figure 11-24: Cut tabs, lben trim back to make cap sbingles
(Englisb dimensions sbown).
STEEP SLOPE
Use tour nails and six spots of asphalt roofing cement' for every full
shingle (Figure II -4). Asphalt roofing cement meeting ASTM D4586
Type 111s suggested.
I
Rooling cement
Apply 1"(25 mm) spots of asphalt rooling cement
under each lab corner.
Figure 11-4: Use jour naUs acrd str spots ojwpbrdt cm=t on steep slopes
'CAUTION: Excessive use of roofing cement can cause shingles
to blister.
�mc�l
Figure 11-25: Installation of caps along The bips 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, I.I.C. Evaluation Report 3532.09.05-R10
Certificate o/Authorization #9S03 FL5444-R9
Revision 10: 02/16/2016
Page 4 of 12
\11,NTINITYIERD
6.3.2 Carriaee House Shangle•. Centennial SlateTM and Grand Manor ShanRle®:
LOW AND STEEP SLOPE
STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every
Use Oce nails for 1wery full Shangle. full Grand Manor Shangle. Use rove nails and three spots of asphalt
roofing cement for every full Carriage (louse Shangle and Cemennial
Slate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle
(Figure l7.5). Asphalt roofing cement n11.r.•ting ASTM D4596 Tpe 11
is suggestl.Kl.
}=
I —(25 mm)
(25 mm)
1 1/2"
518
6 5/8"
136 mm)
(16 mm)
(220 mm)
1••
or las
�
1 »
I—(25mm)
(� )
Figure 17-4 Use fire nalbs for everyjdl Grand Manor.Sbangle.
518"
`
6516'•
Carriage /louse Sbangle, or Centennial Slate.
(16 mm)l l+ �
(220 am)
----
6.3.2.1 Hip & Ridge: Shangle• Ridge
Figure 17-18: Sbangle° Ridge.
Figure 17.5: Wbra installing Grand Alanor Sbangles on steep slopes,
rise seven nails and lbree spots of asphalt roofing crnrent.
18' Exposure Remove tape
from the right side
1
S
and fasten
ZECOND
. Z/..
F85/8RIGHT
FIRST
LEFT
figure 17-19: Inslallallon of SbaztgleO Ridge sbingles
on 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, L.L.C.
Certificate ofAuthorization #9503
Evaluation Report 3532.09.05-R10
FL5444-R9
Revision 20:02/16/2016
Page 5 of 12
TRINITY I ERD
6.3.3 Landmarks". LandmarkTM IR. landmark'" Pro (formerly Landmark'" Plus), Landmark'" Premium.
Landmark'" TL. Landmark"" Solaris, Landmark'" Solaris IR, NorthGate:
LOW AND STANDARD SLOPE
METRIC DIMENSIONS
IV
Nailable
Area
17' 143/4' 12"
LANDMARK Tl
t3 X 13" 13'/2"
1—(343 mm)— —(330 mm)— —(343 mm) --j
--1" (25 mm) 1" (25 mm)—
Figure 13.4: le'sefoar anils for eroy full sbingre.
NorthGate:
HIDE
HUNG tr 14 314' it
AREA '+- (305 mm) (375 mm) + (305 mm) -�
Naling Urrits
�-1' (25 mm) /Uppornallho r as mm)—
ower na,l In*
Na31ng areas for low and standard elopes (hem 2:12 to 21:12)
Nal between upper & loner Ines a, shown above.
STEEP SLOPE
Use six nails and f0nr spots of asphalt roofing cement for even, full
laminated shingle. acc below. Asphalt roofing cement should meet
ASTd1 D4586 Type 11. Apply Ispots of asphalt roofing cement uncle
each corner and at about 12" 10 13" in from each edge.
METRIC DIMENSIONS
12" f-143/4' — 12"
(305 mm) (375 mm) (305 mm)
u�aaranur..uuw o catue: �iaen:r�.••.:�
-- �-- I"(25 mm) Release Tape 1"(25 mm)--� --
Nail Area
For Steep
1'.
(25 mm) - - - - (25 mm;
Rooling Cement
Exterior Research and Design, I.I.C.
CeRlficote of Authorization #9S03
Evaluation Report 3532.09.05-R30
FL5444,-R9
Revision 10: 02/16/2016
Page 6 of 12
x-(305 mm)—I--(375
mm) --
r-(305 mm)-►
aaxwr szv=z
1-1"(25 mm)
wmr:tr�+
Release Tape
'I'vm
1" (25 mm)-�I
T
LANDMARK Tl
t3 X 13" 13'/2"
1—(343 mm)— —(330 mm)— —(343 mm) --j
--1" (25 mm) 1" (25 mm)—
Figure 13.4: le'sefoar anils for eroy full sbingre.
NorthGate:
HIDE
HUNG tr 14 314' it
AREA '+- (305 mm) (375 mm) + (305 mm) -�
Naling Urrits
�-1' (25 mm) /Uppornallho r as mm)—
ower na,l In*
Na31ng areas for low and standard elopes (hem 2:12 to 21:12)
Nal between upper & loner Ines a, shown above.
STEEP SLOPE
Use six nails and f0nr spots of asphalt roofing cement for even, full
laminated shingle. acc below. Asphalt roofing cement should meet
ASTd1 D4586 Type 11. Apply Ispots of asphalt roofing cement uncle
each corner and at about 12" 10 13" in from each edge.
METRIC DIMENSIONS
12" f-143/4' — 12"
(305 mm) (375 mm) (305 mm)
u�aaranur..uuw o catue: �iaen:r�.••.:�
-- �-- I"(25 mm) Release Tape 1"(25 mm)--� --
Nail Area
For Steep
1'.
(25 mm) - - - - (25 mm;
Rooling Cement
Exterior Research and Design, I.I.C.
CeRlficote of Authorization #9S03
Evaluation Report 3532.09.05-R30
FL5444,-R9
Revision 10: 02/16/2016
Page 6 of 12
LANDMARK TL
(25 mm)
-131/2', 13' 13'12'—'
(343 mm) (330 mm) (343 mm)
1 "(25 mm) --1 I
Cemerd
Figure 13-5. Use six naps and jour spots of
asphalt roofing cmitent on steep slopes
NorthGate:
STEEP
12" 14-3/4"
SLOPE
I---(305 mm)— — (375 rn
NAILING
AREA I
e "in
betwee%
X1'(25 mm)
{
1..
(25 mm)
12"
---(305 rr
1'(25 mm;
Nailing areas for steep slopes (greater than 21:12)
and "Storm"Nalling"
Nail between lower 2 nail lines as shown above.
6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'" or NothGate Accessory
Figure 13-16.• Shadow Ridge accessory sbingles dekwb easily f urn
tbme-Diene units to unake 72 individual cap pieces.
12'
(305mm)
li 6'
(150mm) (150mm)
Notch for
Cantering
17 \ f
5mm) Notches for Alipnmemto
theTop Edge of the Previous 7
Cap for 5' (125mm) Exposure (180n
English Dimension
Shadow Ridge^'
TTRINITYIERD
97/r
(250mm)
415116' 4 15/16*
(125mm) 1 (125mm)
t
Notch for
Centering f
131/4' ',\ /
(337"Notches forAlipnment to
the Top Edge of the Previous
Cap for 55/6'(141 mm) Exposure
Metric Dimension
Shadow Ridge"
75/8'
(196mm)
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05•R30
Certilleate o/Authorltotion #9503 FL5444-R9
Revision 10: 02/16/2016
Page 7 of 12
9 27/3r
(250 mm)
4 15A6' (125 mm)
Cemetilq Notch
13 1/4' J
(337 mm) \ Align these /
notches to top 7 Sir
edge of (194 mm)
previous worse
NorthGate Ridge
(3o5mm)
Laying Notch
I
I
5.(125mm) 1 I 1�
I ISI
Figure 13.20: Use laying notches to center sbingler on bips and
ridges, and to locate tbo correct exposure.
��TRINITYJERD
13 1/8"
mm)—s.(333 mm)—
IL-6 5/8'-►{�-65/8•-►
(168 mm) 168 mm
NorthGate Accessory
Note: For ASTM D3161 - Class F of Shadow Ridge', use BASF Sonolastic NP 1 adhesive or Henkel PLO
Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions.
6.3.3.2 Hip & Ridge, Option 2: Cedar Crestm, 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.M.
Certifleate of Authorization #9503
Evaluation Report 3532.09.05-R10
FL5444•R9
Revision 10: 02/16/2016
Page 8 of 12
i
I'
Centering
131/4'
Notch
'*\Align
(337 mm)
these
notches to top
edge of
75/8,
(194 mm)
I
L
-previous course.
T
NorthGate Accessory
Note: For ASTM D3161 - Class F of Shadow Ridge', use BASF Sonolastic NP 1 adhesive or Henkel PLO
Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions.
6.3.3.2 Hip & Ridge, Option 2: Cedar Crestm, 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.M.
Certifleate of Authorization #9503
Evaluation Report 3532.09.05-R10
FL5444•R9
Revision 10: 02/16/2016
Page 8 of 12
QOTRINITYIERD
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.
Handaea" senosive
1u• 4'
tmmn,l 1,102nwn)
(19mm)
1•
_ (2S MM
Deb ofsspmm I
C belwe" 1•
shnpe tgWS (2S mm)
6.3.4 Presidential Shake'". Presidential Shake'" IR. Presidential Shake TV". Presidential Solaris'":
LOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standard slopes, use five nails for each full Presidential For seep slopes, use nine nails for each full Presidential shingle and
shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle lab.
After applying 5 nails In between the nailing guide Ones, apply 4 nails 1'
Nailing 40• above tab cutouts maldng cerlain tabs of o%wl)ing shingle costa nails
Guide ones (1016 mm)
51/4 �—
(133 mm) 14 1/4'
t 1/2 38 1 mm) (362 mm)
1 - 7d I
NOTE: Apply nails on painted guideline.
Figure 164 Fattening Fresidentlaf and Presidential TL Sdaix
shingles mr low and skurdwd slopes.
6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
Figure 16.7.• Faster; ft FresklenlW and PrssfdeWW M $bate
sbtngfes on $I" 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 dilyerenI sizes: Accessory produced in
Birmingham, AL is 12' x 12% Portland, OR produces 97/s' x 131/4'
accessory.
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.
6.3.4.2 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
Certificote o/Authori:otion #9503 FL5444-R9
Revision 10: 02/16/2016
Page 9 of 12
1
1' diameter asphalt roofing cement
Figure 16.7.• Faster; ft FresklenlW and PrssfdeWW M $bate
sbtngfes on $I" 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 dilyerenI sizes: Accessory produced in
Birmingham, AL is 12' x 12% Portland, OR produces 97/s' x 131/4'
accessory.
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.
6.3.4.2 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
Certificote o/Authori:otion #9503 FL5444-R9
Revision 10: 02/16/2016
Page 9 of 12
6.3.5 Hatteras'":
LOW, STANDARD AND STLLP SLOPE:
I" I"
r-(25 mm) _ — — _ —5 mm) -1
figure IS• i:1'mtraing 1101/rens .Mettles on
lotr and Slnnitard slopes
For Ion• and smodard slopes, use five nails for cath full
latterts shingle as sirovvn above.
6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras
��TRINITYJERD
Figure 13.1 • lituening 11anems Shingles ai Vmp.Vopa
For steep slopes, we five nails and eight spas of asphalt roofing
cement forexh full IlAtens shingle as shonn ahtne. Apply I-
(15mm) diameter spas of rooting cement (ASTM D 45861)pe II
suggestan under each tab corner. Press shingle into placr, do not
evposc cement.
GWr10N: Too itch roofing caucus can cause shingles to blister.
Figure. 15-14: 18 three-piece units separate to »rake
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
1"09"
(230 mm) I
I I
er
8" 18" (460 inm)----'� E�o�c es
— — — —1— — —I— — — 18" (203 rnrn
-- ------ -- 460 mm)
Cap Cap Cap Cap
Shingle Shingle Shingle Shingle �`2A rami
Figure 15-20.- Cut Hatteras shingles to make cover cap. Figwe 15-21: Instablion of caps along btps 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, L.L.C. Evaluation Report 3532.09.05-R10
Certificate olAuthorication #9503 FL5444-R9
Revision 10: 02/16/2016
Page 10 of 12
6.3.6
6.3.6.1
6.3.7
7. LABELING:
Highland Slate'", Highland Slate'" IR:
LOW AND STANDARD SLOPE:
STEEP SLOPE:
VTRINITYIERD
— r— r— rUse FIVE nails and EIGHT spots of asphalt roofing cement* for each
We." a.;— full Highland Slate shingle. For Miami -Dade, SLC nails are required.
Apply 1' diameter spots of asphalt roofing cement under each lab
Rsmm�—.t comer. Asphalt roofing cement meetlng ASTM D4586lype 11 B suggested.
Mutm.pdaraqutraa
SIX reb (Eva rw4 t• (25
irWeilad over cW tv
ono" ea shown).
Figure 11-3: Use FIVE nails for every Higbiand Slate sbingla
Ma=tch rsgiaraa
Set nab ("o rob
Inpabd over oarbr
ado" n ftwi
Figure // 3A: Use DIVE nails and etgbt spots of asplvdt
roofing anis;, under eacb tab corns,
'CAUTION: Eacesslve 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 TOUR nails for even' full shingle localed :Ls shone belon,.
Sealant
-•-t'125mn) j j t'g5rr.•}+
(156 fwn
t I' ISR) —j-111 -4 '� (Ii31r�r,�1)
STEEP SLOPE
Use FOUR nails and four spols of asphalt roofing cement for even• full
shingle as shown below rlsph:dt nocifmg cement meeting ASPM 04586
T%pe II is suggotenl. ripply 1'('155 mm) slots of acph:dl roofing
cement as shown.
CAUTION: Excessive use of rwfing cement can cause shinghs to blister.
11t`iyse>,i ------ i
o-,Rsrn=
U56mN Imo}•_ q C
T I +Rooling eemanl
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
Certiflcote of Authorization #9S03 FLS444-R9
Revision 10: 02/16/2016
Page 11 of 12
QOTRIN'ITYIERD
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
Certiftate oJAuthorizotion #9503 FL5444-R9
Revision 10:02/16/2016
Page 12 of 12
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:
D 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).
Ll A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
)O 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 roof permit application and may not be
complete. The 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: 12/9/2016
1 hereby name and appoint
an agent of:
Ray Henderson
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):
The specific permit and application for work located at:
720 - 722 Panama Place, 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:
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this 9 day of December
200 16 , by J. Douglas Lanier who is IN personally known
to me or o who has produced as
identification and who did (did not) take n h.
Ignatur
ry SMOHANIE J. WILLIAMS
? Notary Public - State o1 Florida
Commission N GG 008373
My Comm. Expires Oct 29, 2020
(Rev. 08.12)
Stephanie J. Williams
Print or type name
Notary Public - State of Florida
Commission No.
My Commission Expires: