HomeMy WebLinkAbout800_802 Paraquary Ct5'0'0
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 11,130.00
Job Address: 800/802 Paraquary Court, Sanford, FL. 32771 Historic District: Yes NoEl Parcel
ID: 31-19-31-300-0020-0000 Residential 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: Phone:
321-441-2300 Name
New Tribes Mission Street:
1000 East 1st Street, City,
State Zip: Sanford, FL. 32771 Justin
Shelton Title' Roof Replacement Manager Fax:
321-441-2313 Email: swilliams@collisroofing.com Property
Owner Information Phone:
404-231-4989 Resident
of property? 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.: Architect/
Engineer Information Name:
n/a Phone:
Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: n/
a Address:
Mortgage
Lender: Address:
n/
a CCC058022
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. 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.
r
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 ]CC 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
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signatuke of Cont ctor/Agent Date
J. Doug]
Print Contra4
STEPHANIE J. WILLIAMS
Notary Public • State of Florida
Commission 0 GG 008373,
My Comm. Expires Oct29, 2020
Contractor/Agent is 'ox Persona ly Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Gas[] Roof
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
10/25/2016 SCPA Parcel View: 31-19-31-300-0020-0000
DaulcJotmson,CFA
1pi CCxxvrr, Fl.pains
Parcel Information
Property Record Card
Parcel: 31-19-31-300-0020-0000
Owner: NEW TRIBES MISSION INC
Property Address: CELERY AVE SANFORD, FL 32771
Parcel 31-19-31-300-0020-0000
Owner NEWTRIBES MISSION INC
Property Address CELERY AVE SANFORD, FL 32771
Mailing 1000 E 1 ST ST SANFORD, FL 32771-1441
Subdivision Name
Tax District S1-SANFORD
DOR Use Code 71-CHURCHES
Exemptions 36-CHURCH/RELIGIOUS(2011)
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MATIor43Ro-- Seminole County GIS
Legal Description
SEC 31 TWP 19S RGE 31 E
NE1/4OFNE1/4
LESS RY & RD & S 25 FT)
Taxes
Value Summary
2017 Working
Values
2016 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 64 64
Depreciated Bldg Value 7,081,930 6,685,131
Depreciated EXFT Value 199,892 199,994
Land Value (Market) 716,680 716,680
Land Value Ag
Just/MarketValue'* 7,998,502 7,601,805
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 7,998,502 7,601,805
Tax Amount without SOH: $0.00
2016 Tax Bill Amount $0.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
City Sanford 7,998,502 7,998,502 0
SJWM(Saint Johns Water Management) 7,998,502 7,998,502 0
County Bonds 7,998,502 7,998,502 0
County General Fund 7,998,502 7,998,502 0
Schools 7,998,502 7,998,502 0
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTYDEED 5/1/1988 01954 0336 600,000 No Vacant
WARRANTY DEED 1/1/1982 01373 0709 136,500 No Vacant
No Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
ACREAGE I 0.00 1 0.00 I 37.72 19,000.00 716,680
Building Information
Description
Year Built
Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages
Actual/Effective
1 ( SINGLE 1990 ( 5 2 I 1_5 1,120 1 1,520 1,120 SIDING I $73,711 $82,821 I Description I Area
http://parceldetai l.scpafl.org/Parcel Detai I Info.aspx?PID=31193130000200000
i
1/4
10/25/2016
11 1 FAMILY
2 I SINGLE
FAMILY 11990
3 I SINGLE
FAMILY
1990
4 1 SINGLE 1990
FAMILY
5 1 SINGLE
FAMILY 11990
6 I SINGLE
FAMILY 11990
7 1 SINGLE
FAMILY 11990
8 I SINGLE
FAMILY 11990
SCPA Parcel View: 31-19-31-300-0020-0000
1 1 1 GRADE 3 1
6 1 2 ( 2_0 1,120 1 1,520 ( 1,120 I SIDING
GRADE 3 I $74,607 $83,828
6 1 2 2_0 1 1,120 1 1,520 1 1,120 1 SIDING 1 $74,607 $83,828
GRADE3
6 2I 2_0 1,120 1 1,520I 1,120 1 SIDING 1 $74,607 $83,828
GRADE3
6 I 2 I 2_0 I 1,120 1 1,520 1,120 ( SIDING
GRADE 3 $
74,607 ( $83,828
6 1 2 2.0 1 1,120 1 1,520 1 1,120 I SIDING
GRADE3 ( $
74,607 $83,828
6 1 21 2_0 1 1,120 1 1,520 1 1,120 1 SIDING 1 $74,607 $83,828
GRADE3
6 1 2 ( 2_0 1,120 1 1,520 1,120 ( SIDING
GRADE3 ( $
74,607 I $83,828
CARPORT
FINISHED
260.00
OPEN
PORCH 100.00
FINISHED
UTILITY
40.00
UNFINISHED
Description Area
CARPORT
FINISHED
260.00
OPEN
PORCH 100.00
FINISHED
UTILITY
40.00
UNFINISHED
Description Area
CARPORT 260.00
FINISHED
OPEN
PORCH 100.00
FINISHED
UTILITY
40.00
UNFINISHED
Description Area
CARPORT
260.00
FINISHED
OPEN
PORCH 100.00
FINISHED
UTILITY
40.00
UNFINISHED
Description Area
CARPORT
FINISHED
260.00
OPEN
PORCH 100.00
FINISHED
UTILITY
40.00
UNFINISHED
Description Area
CARPORT
FINISHED
260.00
OPEN
PORCH 100.00
FINISHED
UTILITY
40.00
UNFINISHED
Description Area
CARPORT
260.00
FINISHED
OPEN
PORCH 100.00
FINISHED
UTILITY
40.00
UNFINISHED
Description Area
CARPORT
260.00
FINISHED
OPEN
PORCH 100.00
FINISHED
UTILITY
40.00
UNFINISHED
http://parceldetail.scpafl.orgVParcelDetaillnfo.aspx?PID=31193130000200000 2/4
COLL'IS, ROOFING,.INC.
REROOF DEPARTMENT
POr Box 520668
Longwood, :RL 32752-0668.
Ph (321) 4414300 Project Estimator: Wally Martin
Fax (321)•441-23131 -Maul: wally@cullisroofm,g:com Uc #
CCCO58022 Cell PhoneA 407-509-7138 Date:
Septeniber20,201;6 Phone: 407-221-4989.Richard, 407-,
3304505-Office Attention:
Richard See w/'NTMHomes I Email: Richard See tm.or Job.
Address: 800-802,Paraguay, Ct. Sanford, Fl. 32771, Collis
Roofing; Ine. proposes to supply all ofthe labor and materials.needed to remove your existing roof and installyour new roof as follows: A)
Collis '
Roofing, .Inc. williprovideall applicable .permits. Remove the
Odtig shingles and underaymentto bare deck and dispose of in a proper manner. ecttheewooti for
damage. We will.remove the damaged woodAnd replace'it at a rate of$65.00 per sheetof plywood, $5;00
per lineal foot of lx decking; 32.50 er lineal foot of2x lmnber $5.00 petlineal foot of" other 2x Iiunber, and $8I:00
per, lineal foot of fascia. PNote His amounfis notErgcl ude'd inb "re total u'elo D) Re -nail
all of the decking,to meet current Florida Buildine Code requirements with 8dring shank nails. E) Supply and .
install.new code;approved. CertainTeed Roofers Select:high performance undetlaymentiising simplex nails. F) Supply.and'
install new code approved 2'/: ealvamzed and ted caves dig" :and secure to the roof deck with nails around all eaves
and rakes. 3@le1s' s0e.`,ctfy e'auos dri color r G) Supply, and
install CertainTeed StviftStart 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 ofthe valleys., I) Supply and.
install new:Bullet Boots' for plumbing' ipenetrations. J) Supw B
ply and neullet-Vents,toratI kitchen and bath exhaust fans. K) Cut in, and
install 2 addit'onal exhaust vents. L) Supply; load, and
install.,CertainTeed Landmarlt Lifethne architectural shingles per.anut" ',-L r'S s ecitications,and.all lapplicable buildingcodes using 6
nailsershingle, p P 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 shinglesto the ridges. O) Magnetically sweep the jobsite for
loose nails,land.cleanup alljob related debris. P) ColliaRoofnig.vic. will supply a written
fully transferable workmanship warrantyandreleaseof lien upon.receipt'of final payment. Thee above 'work shall.be performed;
in
a substantial workmanlike manner for the sum of: Ofia. f. Lifetime architectural.shingles with a
CertainTeed Sure Start Warranty - , 10S •560.00, 1301V1PAWind Warrantyi 5'Year•WorlunanshipWarranty) do
t CertainTeed' Landmark Lifetime architectural shingles
with a CertainTeed 5Star Warranty 11' 130.00 (130 Wind Warranty/25 Year WorltmanshipWarranty) With payment
to be made, as. follows:
Total Due.Upon Completion Respectfully submitted: Wally Martin, Project:Estimator/Collis
Roofing Inc. Date: 1A.13. no Approved By: ACCORDING '
TO FLORIDA'S,CONSTRUCTION LIEN LAW (
SECTIONS 713,001-713 3:7, FLORIDA STATUTE S),'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 "T.
O' 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 STI'PULA'TE IN THIS CONTRACT THAT
BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQ;UIRED'TO PROVIDE YOU
WI.TH A WRITTEN' RELEASE': OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED '
TO YOU A, "NOTICE TO OWNER.
Name: 5repnante vvuiams
Address: Collis Roofing, Inc.
P.O. Box 520668, Longwood. FL. 32752 19PI31IIl11IISYI IIYII @Il01IIIII IIII IIII
I'`h`'ll'ri=l•ii1f: IiClft'.:,I_3 3E1`C[P•f(ii._E GOIJha1-'r
N,OTBCE OF COMMENCEMENT
GK ;119.3 F) 939 (11':as)
State of Florida CL.ERK'S v 2016111634•
Conant of Seminole RECORDED M/ 20/ 21:11t, I i; li;; ii:i :"11.
y
z t REGt,1RDINE i=EE i. l•lu
Permit Number: Parcel ID Number:
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.
DESCRIP Ok.OF PROPER iY: (Leggy{ description of he property and street address if availabl )
Sec S l TWP ict
5,10 __K04 PQ img tiorL Cz, Scu--) a tl -a} GErRAL
rzSCRWJION I
F
CIMPROVEMENT:
Pi/
I'
1 Name:Iy`
eC7J i('t it S MrsSiwl !/-t( Address: IL000
G 154' 5+r,- 4 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 713.13(1)(b), Florida Statutes. Name: n/
a - - In addition
to himself, Owner Designates of To receive
a copy of the Lienor's Notice as Provided in Section 713,
13(1)(b), Florida Statutes. Expiration Date
of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date
is specified) WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE O,F 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 siated in it are -true to the
best of Ey_krig6dedgp aka ow/ne
gnatureOwne s Printed Name in his
or her stead." 4c '' `'• {+1e
g): "The
owner must sign the notice of commencement and no one else may be permitted to sign Florid lute'I I .13 3 13A9•J
Eca State of
FIAQ r CA_ CIJUOty of 5 t 1'1Q L o The foregoing
instrument was acknowledged before me this — day of O GI—O YJ 120 1 UJ 0
0,
G z
r Who
is personally known to me Elz by JJOi.f1 I i ame of
person malting statement OR who
has produced identification ® type of identification produced: !Jet Je_i 15 L i cel s (a- a 0 it
a .0 a
EL i:
o`• . LAURA
JEAN BARBARA MEYERS w " O O = J Corp_,iLssion *
FF
989867 L My Expires
NoVignature
on E p
y o W_ Commission
Mey 08, 2020
u llllt hj1JJO W Y i U U
n CD C G C
c
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: L 1
I 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):
J The specific permit and application for work located at:
New Tribes Missing - 800/802 Paraquary 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 (n o
e
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this 25 day of October
200 16 , by J. Douglas Lanier who is E personally known
to me or o who has produced as
identification and who did (did not) take o
Signature
STEPHANIEJ. WILLIAMSNotaryPublic -
Y State of FloridaCommission0GG008373MyComm. Expires Oct 29, 2020ft"Mu-
Rev. 08.12)
Stephanie J. Williams
Print or type name
Notary Public - State of Florida
Commission No.
My Commission Expires:_
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:
b 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).
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.
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).
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.
10/25/2016 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 U
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-gobai n.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
U 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
t- 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 2O08
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.orglprlpr_app dtl.aspx?param=wGE\IXQwtDgtahlgO7CSsoycOrl28CcpCIS%2bbcDlOm5s%3d 1/2
10/25/2016 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
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5444 R9 II 2016 02 FINAL ER CERTAINTEED Asphalt
Shingle FL5444-R9.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER Section 5 for Limits of Use Evaluation Reports
FL5444 R9 AE 2016 02 FINAL ER CERTAINTEED Asphalt
Shingle FL5444-R9.pdf
Created by Independent Third Party: Yes
F.—a ck_1 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
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
eCliack
Credit Card
Sate
http://www.floridabui ldi ng.orglprlpr_app_c tl.aspx?param=wGE\IXQwtDgtahl gO7CSsoycOrl28C cpC IS%2bbcD 1 Om 5s%g3d 2/2
EVALUATION REPORT
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
EXTERIORAESEAR,CH & DESIGN, I.I.C.
Certificate ofAuthorization #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 51h Edition (2014) Florida Building Code sections noted herein.
DESCRIPnON: 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 "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to 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 Nieminen,
D.E. on 02/26/2016. 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 l 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.
TRINITY 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 2O08
3. REFERENCES:
fafty 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 03NK29947 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 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 05NK08037 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 IOCA41303 10/27/2010
UL (TST 1740) ASTM 03161 & D3462 IOCA44960 11/11/2010
ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL
LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL
LLC (TST 9628) ASTM D7158 TGAH.11684 04/22/2014 ULLLC (
TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST
9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628)
ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (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
CT20T", XTT"" 25, .
XTTM 30 and )Mm 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Carriage House Shangle®,
Centennial Slate"", Grand Manor Shangle®, Landmark Tm, LandmarkTM IR, Landmark' Pro, Landmark TM Premium,
LandmarkTm TL, Landmark' Solaris and LandmarkT" Solaris IR are fiberglass reinforced, laminated asphalt roof
shingles. 4.3 NorthGateTm is a
fiberglass reinforced, laminated, SBS modified bitumen roof shingle. Exterior Research and Design, LLC.
Evaluation Report 3532.09.05-R30 Certificate of Authorization #9503 FLS444-
R9 Revision 10: 02/16/2016
Page 2 of 12
TRINI-ry(ERD
4.4 Presidential Shake'"", Presidential Shake TM IR, Presidential Shake TL1m and Presidential SolarisTm are fiberglass
reinforced, architectural asphalt roof shingles.
4.5 Hatteras'"', Highland Slate'"" and Highland SlateTI IR are fiberglass reinforced, 4-tab asphalt roof shingles.
4.6 PatriotT 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 TM, Shadow Ridge TM, Cedar CrestTm, Cedar
CrestTm 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 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 PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application
instructions, for use in wind zones up to Vasd = 150 mph (V,,it = 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 SolarisT) 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.
Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R10
certificate of Authorization #9503 F15444-119
Revision 10: 02/16/2016
Page 3 of 12
6.2.1
6.2.2
6.3
6.3.1
Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
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^". X" 25, Xrm 30, Xrm 30 IR:
LOW AND STANDARD SLOPE
ENGLISH 12" 12" 12"
305 mm) (305T (305 mm)
1" (25 mm) — Sealant 1"(25 mm)
5 5/e" (145 mm)
5 tip" orrNorwood
T
Pla
METRIC
1131/
8"131ca" 13Ve"
Sealant 1"(25mm) y 6
Ire„ T
Figure
II.3: Use four nails for every full sbingce. 6.
3.1.1 Hip & Ridge: Cut Shingles 25
rn I-F 2" (50 mm) Removey r !
1 M
li12" Cap
Cap 305mm) Shingle
Shingle Figure
11-24. Cut tabs, then trim back to make cap sbtngles English
dimensions shown). STEEP
SLOPE Use
four nails and six spots of asphalt roofing cement* for every full shingle (
Figure 11-4). Asphalt roofing cement meeting ASTM D4536 Type
II is suggested. to
Rooting
Cement Apply
1 " (25 mm) spots of asphalt roofing cement under
each tab corner. Figure
114: Use four nails andsix spots ofasphalt cement on steep scopes. CAUTION:
Excessive use of roofing cement can cause shingles to
blister. 12° (
305 mm)FWOR\ 125
mm) Sae 25mm1l1A
m Shoo p a 1 Figure
11-25: Installation of caps along the kips 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, LLC. Certificate
of Authorization U9503 Evaluation
Report 3532.09.05-R10 FL5444-
R9 Revision
10: 02/16/2016 Page
4 of 12
6.3.2
6.3.2.1
Carriage House Shangle®, Centennial Slate•' and Grand Manor Shangle®:
LOW AND
STANDARD SLOPE
Use five nails for every full Shang -le.
25 mm) (25mm) F—
7 5/
8" 0i 8 5/8" 16
mm) (220 Figure
17-4Use fire Halls for every full Grand Afanor Shangle, Carriage house
Sbangle. or Ceniennial.Slate. Hip & Ridge:
Shangle® Ridge Figure 17-
18. Sbangle® Ridge. STEEP SLOPE
Use seven
nails and three spots of asphalt roofing cement for every full Grand
Manor Shangle. Use five nails and three spots of asphalt roofing cement
for every full Carriage House Shangle and Centennial Slate, Apply
asphalt roofing cement 1' (25 mm) from edge of shingle Figure 17-
5). Asphalt roofing cement meeting ASTN D4586 Tl pe 11 is suggested.
1" I—(
25
min) 16 min)
I-*\ 1 T (
25 min) 1 12-
38 min)
or less
1.• 25 min)
Figure 17-
5: When installing Grand Afanor Sbangles on steep slopes, use seven
nails and three spots of aspball roofing cement. Remove tape
18 Exposurefromthe
right side 1 • ; g•
and fasten r 'j
SECOND Fasten the
left side
85/8' RIGHT FIRST I
LEFT Figure 17-
19: Installation of Shangle® Ridge shingles on hips
and ridges. Note: For
ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL11 Polyurethane Roof & Flashing Sealant
in accordance with manufacturer's instructions. Exterior Research
and Design, U.C. Evaluation Report 3532.09.05-R30 Certificate of
Authorization #9503 FL5444-R9 Revision 10:
02/16/2016 Page 5
of 12
TRINITY ( ERD
6.3.3 LandmarkTM, LandmarkTM IR. LandmarkTM Pro (formerly Landmark TM Plus), Landmark"" Premium,
LandmarkTM TL, Landmark' Solaris. LandmarkTM' Solaris IR, NorthGate: LOW
AND STANDARD SLOPE METRI(
DIMENSIONS 12"
14314" 12" r-(
305 mm)--r-(375 mm)-- —(305 mm)- Ir-
1" (25 mm) Release Tape 1" (25 mm)—I 1112"
Nailable'
Area
LANDMARK
TL 131/
2" 13" 131/2" 1--(
343 mm)-y--(330 mm)——(343 mm)-j 1-
1 " (25 mm) 1" (25 mm)--I •- VA
M M F//" Figure
13-4 Usefour nails for ererp frill shingle. NorthGate: WIDE
hb"
G
12" 14 3/4' 12* AREA 1+ (
305 mm) — (375 mm) (305 mm) —I Nelirg LIT&
1" (25
mm) Uppernai lne
r (25 mm)— Lower nail Ine
Naiing areas for
low and standard slopes (from 2:12 to 21:12) Nal between upper &
Hoer Ines as shown above. STEEP SLOPE Use
six nails
and four spots of asphalt roofing cement for every, full laminated shingle. See
below. Asphalt roofing cement should meet ASTM D4586 Type
It. Apply I" spots of asphalt roofing cement unde each corner and
at about 12" to 13" in from each edge. METRIC DIMENSIONS 12" -
14s/4"---
12"— 305 mm) (375
mm) 1 (305 mm) 1"(25 mm)
Release Tape 1 "(25 mm) —' --
Nail Area i
For Steep 25
mm) {---- (25
mm; Roolina Cement Exterior
Research and
Design, I.I.C. Certificate of Authorization #
9503 Evaluation Report 3532.
09.05-1110 FL5444-R9 Revision
10: 02/
16/2016 Page 6 of
12
6.3.3.1
LANDMARK TL
13 /2" 13' 13 /2"
343 mm) (330 mm) (343 mm)
1--1 "(25 mm) 1 l 1 "(25 mm)-+
M Fle M pm" 0 mon
Irr. ". Nz
Figure 13 5: Use six nails and fo ur spots of
asphalt roofing cement on steep slopes
NorthGate:
STEEP 12" 14-3/4" 12"
SLOPE 1 -(305 mm)-• (375 mm) --(305 rr
NAILING
Nailin EmitsAA ^I -
1 —1' 25 mm betwee i,Qwer 1•(25 mmF I ( ) K n2i Once
Nailing areas for steep slopes (greater than 21:12)
and "Stor"ailing"
Nail between lower 2 nail lines as shown above.
Hip & Ridge, Option 1: Shadow Ridge TM or NothGate Accessory
Figure 13-16.• Sbadow Ridge ac=ory shingles detacb easily from
three pt" units to make 72 individual cap pieces.
12'
305mm)
G 6'
150mm) (150mm)
t
Notch for
Centering
s305mm) Notches for Alignment to
the Top Edge of the Previous
7
Cap for 5' (125mm) Exposure (1 m)
English Dimension
Shadow Ridge-
TRINITYJERD
97M
250 mm m)
415/ 16 —415/16
125mm) I (125mm)
f
Notch for
Centering
131l4" f337mm) Notches fuAlignmerd to
Top Edge the Previous
75lg
the of 1 nLCapfor55i8'(141mm)Exposure
1
Metric Dimension
Shadow Ridge —
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R10
Certificate of Authorization #9S03 FLS444-119
Revision 10: 02/16/2016
Page 7 of 12
927W
250 mm)-
415/1 ti (125 mrn)
1
Centering Pfatch
13114' T
337 min) \
Align this, I
notches to top 7 S/gr
edge of (194 mm)
previous course
NorthGate Ridge
3050im) —"I
Laying Notch
5. (125mm) I I I I Jai/
Evosure
Figure 13-20: Use laying notches to center sbingles on baps and
ridges, and to locate the correct exposure.
I TRINITY I ERD
13 1 /8"
0 333 mm)—
f 6 5/8" I--6 5/8"
168 mm)
T/
168 mm
Centering
13 1/4' Notch
337 mm Align these t'
notches to top
7(
194/
8
edge of
previous course.
NorthGate Accessory
Note: For ASTM D3161 - Class F of Shadow RidgeTM', 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 CrestTM, Cedar Crest'"A 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, U.C. Evaluation Report 3532.09.05•1170
Certificate of Authorization #9503 F1.5444-119
Revision 10: 02/16/2016
Page 8 of 12
TRINITYJERD
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO 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.
Hanbsea3np adhesive
v4• 4•
e mm) 11102mmi
3t4• _) 19 mm)
t•
25 mml
Dab of aVhaM
cement between 1.
shingle 1e1*3 (25.)
6.3.4 Presidential Shake'"". Presidential ShakeTM' IR. Presidential Shake TLTM". Presidential Solarisl:
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 1" diameter spots of asphalt roofing cement under each shingle tab.
After applying 5 nails in between the nailing guide lines, apply 4 nails 1'
Nailing l: 40" :; above tab cutouts making certain tabs of overlying shingle corer nails.
Guide ones (1016 mm)
5114' - 133mm) . .
141/4"
1 1/2' 38 mm) (362 mm)
I
NOTE: Apply nails on painted guideline.
Figure 16-6.• FasteningPretidengal and Pn%identia[TL Shake
shingles on low and standard slopes.
6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
1
1' diameter asphalt roofing cement
Figure 16-7.• Faslaring Presidential and Presidential T/L Shake
sbiugias on steep 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 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 CreStTM, Cedar CreStTM IR hip and ridge
shingles.
Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R10
Certificate of Authorization #9503 FLS444-R9
Revision 10: 02/16/2016
Page 9 of 12
6.3.5 HatteraSTM:
LOW, STANDARD AND STEEP SLOPE:
6.3.5.1
6.3.5.2
Figure 13-3. Fastening llatleras,%iugles on
Lair and b'landard .lopes
For lowand standard slopes, use five nails for each fitR I
lauerrs shingle au shown above. Hip &
Ridge, Option 1: Accessory for Hatteras CJ
Figure
15-14: 18 three-piece units separate to make 54
Hatteras Accessory sbingk. Figure
154. Fastening Hatteras 56ingfes orr.Verp.Vo/hn For
steep slopes, nse five nails and eight spots of asphalt roofing cement
for each hdl Hatteras shingle as shown above. Apply I' 25mm)
diameter spots of roofing cement (MMM D 4586 Ape II suggested)
under each tab corner. Press shingle into place; do not expose
cement. CAIITION:
Too notch roofing cement can cause shingles to blister. 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. Hip &
Ridge, Option 2: Cut Hatteras Shingles 9.,
1230
fnfn} I I
I I
I I
i 460mm)
Cap
Cap Cap Cap Shingle
Shingle Shingle Shingle Figure
15-20.• Cut Hatteras shingles to make cover cap. Faster
8' - •
I 18" (460 203
mm) I"'` w
93
l2aomm
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, U.C. Evaluation Report 3532.09.05-1110 eertiffcate
of Authorization #9503 FL.5444119 Revision
10: 02/16/2016 Page
10 of 12
6.3.6
6.3.6.1
6.3.7
7. LABELING:
TRINrry I ERD
Highland Slater", Highland Slatelm IR:
LOW AND STANDARD SLOPE: STEEP SLOPE:
9'_-'— t a• 9• Use FIVE nails and EIGHT spots of asphalt roofing cement' for each
r 1*-ao9';^^t 1'_
no^ ^t full HIghland Slate shingle. For Miami -Dade, SIX nails are required.
Apply I' diameter spots of asphalt roofing cement under each tab
t—ns'mm C24n1-.I L corner. Asphalt roofing cement meeting ASTM D4586 Type If is suggested.
Miami -Ma requiras,
SIX nails (two nails
installed over center
cutout as shown).
figure 11-3: Use FIVE nails for every Highland Slate shingle.
Msrnm Dade requires
SIX nails (Iwo nails
Installed war corder
cutout as shown).
Figure. 11-34•'Use FIVE nits and eight spots ofaspball
roofing cement under each tab corner.
CAUTION: Excessive use of rooting cement can cause shingles
to blister.
Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR or Shangle Ridger"
hip and ridge shingles.
PatriotTM :
LOW AND STANDARD SLOPE
Use FOUR nails for ever, full shingle located as shown below.
Sealant
118~
1' (25 mm) j 1- (25 ZM)
55-
156MM) Il
I.. 13.116' 13.118' 13-1)F 'j333mm) (333mm) (333-)
STEEP SLOPE
Use FOUR nails an([ four spots of asphall roofing cement for every full
shingle as shown below Asphalt roofing cement meeting ASTM D4586
Type 11 is suggested. Apply 1"(25 nim) spots of asphalt roofing
cement as shown.
CAUTION: Excessive use of roofing cement can cause shingles to blister.
tFtlB' "-V (25 mm) 1' (25 mi--t
1 6mmJ I Y
TT_'Rooting cemenij
I—(
rdll' --I— 13.1(d' --f— INA' --i 333
mm) (IM nm) Hip &
Ridge: Refer to instructions herein for Cedar Crest'"', Cedar Crest" IR, Shadow Ridge T1, NorthGate or
Shangle RidgeT"' 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.L.C. Evaluation Report 3532.09.05-R10 Certificate
ojAuthorization #9503 FL5444-R9 Revision
10: 02/16/2016 Page
12 of 12
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 #9503 F1.5444-119
Revision 10: 02/16/2016
Page 12 of 12
10/25/2016 Florida Building Code Online
k
BCIS Home Log In ( User Registration I Hot Topics I Submit Surcharge stats & Facts I Publications FBC Staff I BCIS Site Map I Links Search
Florida
R , Product Approval
USER: Public User
Uep`ro;aa((wwitP,uuxn9e,iaim
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL11288-R15
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived U
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@sai nt-gobai n. 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
U 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
i' 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.floridabui Idi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6W GOndlU HYonU m KSG5yyaJM 4c4BcWaVTRkRVeshObtg%3d%3d 1 /2
10/2512016 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
Florida Building Code
Online FRSA/TRI April
2012 (04-12) 2012 TAS 103 1995
TAS 110 2000
Method 1 Option
D 02/14/2016
02/16/2016
02/17/2016
04/12/2016
FL # Model, Number
or Description Name 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- R15.pdf Approved
for useoutsideHVHZ: Yes 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 R15 AE 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- R15.Ddf in
adhesive -settileapplications. DP is N/A 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 mail to this
entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here . Product Approva I
Accepts: F9 00 eCheck
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oridabui Idi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6W GOndl U HYonU m KSG5yyaJM 4c4BcWaVTRkRVeshObtg%3d%3d 2/2
EVALUATION REPORT
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
EXTERIOR RESEA(tCH & 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
FL11288-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 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. 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 9.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, 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 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. 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 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.
I TRINITY (ERD
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 Pro a 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:
Enifty 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 C10080.09.08-111 04/17/2009
ERD (TST6049) Physical Properties C12960.06.09 06/02/2009
ERD (TST6049) Physical Properties 3530.12.05-1-111 10/05/2009
ERD (TST6049) Wind Uplift C8370.08.08-111 10/05/2009
ERD (TST6049) Physical Properties 3523.03.05-112 01/12/2010
ERD (TST6049) Physical Properties C30890.03.10-1 03/17/2010
ERD (TST6049) Physical Properties C3500.04.10 04/01/2010
ERD (TST6049) Physical Properties C31840.05.30 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 C35460.05.11 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 C40050.09.12-2 09/28/2012
ERD (TST6049) Wind Uplift C39670.08.12 08/20/2012
ERD (TST6049) Physical Properties C31410.10.10-R1 11/02/2012
ERD (TST6049) Physical Properties C45240.01.14-1 01/15/2014
ERD (TST6049) Physical Properties C32930.01.11-112 01/20/2014
ERD (TST6049) Physical Properties C45240.01.14-2 01/24/2014
ERD (TST6049) FM 4470 CTR-SC9920.01.16-RI 01/20/2016
ERD (TST6049) Wind Uplift CTR-SC10420.01.16 01/25/2016
MTI (TST 2508) Physical Properties DX08C4A 03/22/2004
MTI (TST 2508) Physical Properties TX14136A-001 02/27/2006
MTI (TST 2508) Physical Properties TX14666-002 03/13/2006
MTI (TST 2508) Physical Properties TX1486F-006 03/13/2006
MTI (TST 2508) Physical Properties TX14136E-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, I.M. Evaluation Report 11610.09.o8-R36
Certificate oJAuthorizatlon #9503 FL11288-R15
Revision 16: 02/04/2016
Page 2 of 9
Enti Examination Reference Date
PRI (TST5878) Physical Properties CTC-189-02-01 11/18/2013
UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 07/03/2017
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments:
4.1.1 WinterGuard°" HT is a glass scrim reinforced, self -adhering, film -surfaced waterproofing underlayment.
4.1.2 WinterGuardTM Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment.
4.1.3 WinterGuardm 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 5 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.
S. 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, U.C. Evaluation Report 11610.09.08-R36
Certificate of Authorization #9503 FL11288-R15
Revision 16: 02/04/2016
Page 3 of 9
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:
TABLE 1 ROOF COVER_ OPTIONS
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
Yes No No No No Yes Yes
or Granular
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
No Yes
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 BONDTm 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, U.C. Evaluation Report 11610.09.08-R16
certificate of Authorization 89503 FL11288-RlS
Revision 16: 02/04/2016
Page 4 of 9
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 the 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 psf:
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 Dsf:
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:
WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ASTM
D226, Type 1 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
11 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 11
base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA.
Exterior Research and Design, LLC. Evaluation Report 11630.09.08-R36
Certificate of Authorization #9503 FL11288-R15
Revision 16: 02/04/2016
Page 5 of 9
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 Design 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., I% -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 Design 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 Design 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 Design Pressure = -52.5 DSf:
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, U.C. Evaluation Report 11610.09.08-R36
Cerdficote of Authorization #9503 FL11288-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., 1Y..-inch long galvanized ring shank nails through 32 ga., 15/8-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 Design Pressure = -75.0 osf:
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 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: 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., 1X-inch long galvanized ring shank nails through 32 ga., 1 5/8-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-R36
Certificate of Authorization #9503 FL11288-R15
Revision 16: 02/04/2016
Page 7 of 9
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 S.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 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 the 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 31630.09.08-R16
Certificate of Authorization &9503 FL11288-R15
Revision 16: 02/04/2016
Page 8 of 9
T.RINITI 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 tile 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 Y:-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 Yz-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.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA
requirements.
6. QUALITY ASSURANCE ENTITY:
UL, LLC. — QUA9625; (414) 248-6409; karen.buchmann@ul.com
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R36
Certificate of Authorization #9503 FL11288-RlS
Revision 16: 02/04/2016
Page 9 of 9
Em
s•
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
Permit
1, J. Douglas Lanier hereby acknowledge that I personally inspected
Qkof deck nailing and/or 6l/Secondary water barrier work
at o. (u a r4 . ).,,y FCJ and have determined that the work
Job Site Address) _/ J
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing with the intent to mislead a public servant in the
performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to
Section 837.06 F.S.
7 •J 7
Y i 1
Signature of Contractor
J. Douglas Lanier
Printed Name of Contractor
Date
CCC058022
License #
License Type: i., General 0 Building Residential ?I Roofing Contractor
or any individual certified in accordance with F.S. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OF Seminole
Sworn to (or firmed) and subscribed before me this _ day of 20 6 , by
J. Do las Hier who is Nl Personally Known to me or has Produced (type of
ident• J as identification.
SEAL)
Signature Notary Public [
jL107
a• STEPHANIE JOY WILLIAMS
State of Florida MY COMMISSION #EE847705
Stephanie J. Williams P°' EXPIRES October 29, 2016
Print/Type/Stamp Name 3Jn,;, RondaMota'Yse ice.com
of Notary Public .. . —
CITY OF SANFORD BUILDING SERVICES
Residential Re -hoof
Hurricane Mitigation Inspection Affidavit
j
Permit #: d
I, J. Douglas Lanier hereby acknowledge that I personally inspected
Roof deck nailing and/or Secondary water barrier work
at &Lq 9 UQ,;P1 J ,a Gv and have determined that the work
Job Site Address) Cli
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing with the intent to mislead a public servant in the
performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to
Section 837.06 F.S.
Signature of Contractor
J. Douglas Lanier
Printed Name of Contractor
j I -/I- //,/
Date
CCC058022
License #
License Type: C] General Building Residential ;'—A Roofing Contractor
or any individual certified in accordance with F.S. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OF Seminole
Sworn to or$!rmed) and subscribed before me this t day of O(elv"I&- , 20 16, by
J. Do laser . who is Lxl Personally Known to me or has Produced (type of
identi as identification.
SEAL)
Signature of No , y Public F—Ii,
B'-. STEPHANIE joy WILLIAMS
State of Florida _, M`( COMMISSION #EE847705
Ste hanie J, Williams PEXPIRES October 29, 2016 P . Print/
Type/Stamp Name of
Notary Public