310 Beverly Ct 16-1377 Add porchIIIce E
MAY 1 1 2016
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
V
11
BY Application No: 1 1 57%
Documented Construction Value: $
Job Address: -
e
r %!t L , Historic District: Yes No_[]-'
Parcel ID: 140. -93, 5n . '_t)0I .
Type of Work: New Addition
Description of Work:
Residential Commercial
Alteration Repair Demo Change of Use Move
as •
Plan Review Contact Person: 1k/ K Q Toe &'T -t%&'oz_ Title:
Phone: ? -7 Fax: Email: 1Y f k2-Q-%e97ey l
Property Owner Information
C07
Name Ju'ot71 A932 -,c Phone: 7U r 3 15TI3
StreetResident of property? 3Z ? %
3 City, State Zip- h
evvzw ,Ex Contractor Information Name
Phone: Street:
City,
State Zip: Fax:
State
License No.: GSG /Oj g ':; 7 IV - Arch
itect/Engi nee r Information Name: -
S7 7/v „ Street:
3L/-Y- City,
St, Zip: 49'J6 Gt/ Oo. 11 i_ Bonding
Company: IL47_J Address:
Phone:
3z z2 2 zi- Fax: %
V7 d'-2b E-
mail: Mortgage
Lender: 4Z/ O dt/0Address:
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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b 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 orOwner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Contractor/Agent Date
gnituri of Notary -State of 1 rida Date
JOANN K JOHNSON
MY COMMISSION I FF t1 SM
EXPIRES: March 23,20)
Bonded Thru Notary Pubk Undenerhors
Owner/Agent is Personally Known to Me or Con own to Me or
Produced 1D Type of ID Produced 1D I/ Type of ID +Z—Pe—
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: . Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes[] No # o`f_Heads
APPROVALS: ZONING: --1TILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Ok to install concrete walkway and enclosing existing porch. Meets all area and dimension regulations
for SR-1 zoning district.
Revised June 30, 2015 Permit Application
THIB INBTR E,,N,7P REIAII D BYI,
Name:
Address
NOTICE OF COMMENCEMENT
State of Florida
MAKYAMML MOKStr 601NULE CUUN'IY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK 6666 P9 tilU (11'9S)
CLERK'S : 2016049012
KLUUKULU U7/ 11/'l(116 1'1 5'1 t 1L 1•'11
RECORDING FEES $10.00
County of Seminole
Ktcunutu SY
tZ
I th
Permit Number: 1 lY— 13 -17 Parcel ID Number: lie 3D 0
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.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if
1 — " C14 e; RD (/C"l// Fi _ 1/ /Imo! ,9 r F_" LJ Td
s • n.y rr
37" i I
GENERAL DESCRIPTION OF IMPROVEMENT: '
r
OWNER INFORMATION:
Name, %, '41 nT
o
Address: 3,/ 1) i vf rt L ti r," rS/j—/l rJ • r L i
Fee Simple Title Holder (if other than owner) Name:
2 rr
ao
Address: g
CONTRACTOR:
Name: Q`0F3E1k4 PAJRkee o Lu
Address: 017 IO AJ
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served Q
as provided by Section 713.13(1)(b), Florida Statutes. V
Name:
Address:
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 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.
mac ! /L. R • Q / 0,0
Owners Signature owners Printed Name
Florida Statute 713.13(1)(g):' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead'
State of kDrAOCounty of SeAYNt wee- The
foregoing Instrument was acknowledged before me this day of 'Nb> • 20 by '
UQ;I\!. Q, >.s Who is personally known to me Name
of person making statement OR
who has produced identification FSL type of Identification produced: V L Z __ Jow.,,
FMILTM.WALKEA ; y9
Notaly Public - Stale of •f
My Comm. Expires Mar Florida4, 2017 Notary signature Commission
I EE U9397 Bonded
Throiglt Nationel Notary Mae.
City of Sanford
Residential Alteration / Addition / Renovation
xn
lD Permit Application Guidelines
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:
PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS
Building Permit Application completed, signed and notarized.
Floodplain development application completed and signed if any portion of the property is in a flood
hazard area as identified on the most current flood insurance rate map.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
Application must include correct address and complete parcel I.D. number.
OfinformationContractor is required to be included on the permit application (if contractor is applicant).
Applicant must include the name of the designated plan review contact person, their phone number and
either a fax number or email address on the Building Permit Application form.
Copy of the contractor's license issued by the State of Florida (if contractor is 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).
o4l Completed and signed Owner Builder Statement / Affidavit (if owner is applicant).
Two (2) copies of all applicable plans and related documentation.
An accurate, signed and sealed, property survey which shows all improvements on the subject property
and within 10 feet on adjacent parcels.
Plot plan showing location of proposed improvement(s) and setbacks to property line(s). May need to
include infill lot requirements.
Contact Person information entered in Naviline?
Application forms stamped received and initialed
Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all
details that apply to the project, and must be legible.
Revised: February 2016 Page l of 5 Residential Alter/Add Permit Application Checklist
Address: 3)O IJ e o P t2 f z cot. Q 1 City: t!._) 'Q R 0 Zip: 307 7 3 Cell/Work: Install
Address: ` l @. V e Y Co L., k + City: SA /_) ,Po k Q E-mail: eJ A RENOVATION
EXPERTS, Inc. Quality,
Honesty, Warranty" STATE
CERTIFIED CONTRACTOR CBC 1258274 2750
Lake Howell Lane, Winter Park, FL 32792' renovationxpertsincOomail.
com 407)
252-3396 Office Page _
I of / e'`
x r_, ' Nam: : II
Job# (
3 5 `l b Home: VeS L/
o-?_ S3<8—S'83% The
Contractor and the Owner(s), for the consideration named, agree that the Contractor shall furnish all of the materials and perform the work shown on this Agreement,
including any of the following: agree
to F rnish I&
Install:
r^)
C vPc '%r'Afctru - b' e''X(?t/..r ice'%7aI n / nua-F L vo 7'r-'I.. /sue e Iz
e- g «, 10., u C, A I t n Q c- 4"tee 4o w 5 -{ ( J e vJ .) n. I! -Qa 6" 4 K rse
is % r 9 i A r,lg r ,v y 'Ter CO pe !lam 4P -i o -C /--row Se o o _C rG
o -I t? 2. to nu.-> r + `Y%l1 peg i /t. QUN /
iuC , ( 1 I./+t% o r rOOrt S/aG ..rci XISr / Pnv>
tp VotoX coveF,,j('_ Pei Pcr, _ R10WC AcJ nip be/"-r SPECIAL INSTRUCTIONS,
WORK NOT TO BE DONE, ETC.: Check) REPAIR
OR REPLACE LOOSE, DANAGED OR ROTTEN WOOD UP TO LINEAR BOARD FEET WITH UP TO MAN HOURS OF
LABOR. ANY ADDITIONAL REPAIR WORK DUE TO HIDDEN IYOOD DAMAGE OR OTHER REPAIR WORK (TIME & MATERIALS SHALL BE
THE OWNER'S EXPENSE % _ 1 Im r
I
Check) NOT
INCLUDED: ! Stn v"
cr4ave b k K`4:nli. REJECTION OF
AGREEMENT Renovation pert
t Inc. Reserves the right to canceltthis order if Management d
dd ss he j-ob willt a o proper installation Approo al:
Print 1(_.('/ '---
I v`/ ; .•', c. _...... Terms: _yLCash
Finance ab Total
Purchase
Price: $ Down Payment
at Signing: $ Z <, Oc Final Due
on Completion: $ 2 o6" - `' 0 BUYERS RIGHT
TO CANCEL Home Solicitation
Sale (CH 501 E.S.) 'This is a home solicitation sale, and if you do not want the good of
services, you may canal this agreement by providing written notice to the seller in person, by
telegraph, or by mail. This notice must indicate that you do not want the goods or services and
must be delivered or post marked before mid -night the third business day aaer you signed the
agreement. If you cancel this agreement• the seller may not keep all or pan of down payment. Representative.",-"-
Date
Customer Date
Customer Date
SCPA Parcel View: 10-20-30-501-0000-0240 Page 1 of 2
Property Record Card
I
Parcel: 1a20•30•501-0000•0240
Owner: DAVIS JUDITH R
wO`soO1A`
Property Address: 310 BEVERLY CT SANFORD. FL 32773
information
Parcel
Owner
10-2030-501.0000.0240 _ —
DAVIS JUDITH R
Property Address 310 BEVERLY CT SANFORD, FL 32773
Mailing 310 BEVERLY CT SANFORD, FL 327735943
Subdivlslon Name GROVEVIEW VILLAGE
Tax District S1-SANFORD ----------_•-_
DOR Use Code 101-SINGLE FAMILY
Exemptions MHOMESTEAD(2001)
01
Legal Description
LOT 24
GROVEVIEW VILLAGE
PB 19 PGS 4 TO 6
TaYaa
V Pv.vv
O
CID
O O
W
O
392, 85.00 35.00
Seminole County GIS
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Salnt Johns Water Management)
County Bonds
Sales
value summary
2016 Working Certified
Values 12015Values
Valuation Method CosuMarket Cowmarw
Number of Buildings 1 1
Depreciated Bldg Value 63,659 72,647
Depredated EXFT Value 951 1,001
Land Value (Market) 25,000 20.000
Land Value Ag
Just/Market Value " 109.610 93,648
Portability Adj
Save Our Homes Adj 33,400 17.968
Amendment 1 Adj
P&G Adj 50 s0
Assessed Value _ 76.210 75,660
Tax Amount without SOH: $1,084.52
2015 Tax Bill Amount $718.85
Tax Estimator
Save Our Horses Savings: $365.67
Does NOT INCLUDE Non Ad Valorem Assessments
Desaiptlon Date Book Page I Amount Qualified Vawmp
QUIT CLAIM DEED 411=5 05692 0339 100 No Improved
CORRECTIVE DEED 611/2000 03864 0824 100 No Improved
WARRANTY DEED 5H2O00 D3864 0826 sBDADD ' Yes Improved
SPECIAL WARRANTY DEED 11120M 03796 1127 61.400 No Improved
SPECIAL WARRANTY DEED 11/111999 03754 1997 100 No Improved
CERTIFICATE OF TITLE 9/1/1999 03720 1078 100 • No Improved
WARRANTY DEED SM111997 03248 1744 70.000 Yes Improved
WARRANTY DEED 5/1/1997 03248 1743 52,000 Yes Improved
SPECIAL WARRANTY DEED 41111997 03248 1741 50,10D No Improved
SPECIAL WARRANTY DEED 61111996 0313D 1327 100 No Improved
Page 1 of 2 (13 Items) [1] 2
Flnd Comparable Sales
Land
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=10203050100000240 5/10/2016
P, Vw
Revision t' City of Sanford
Response to Comments ECEIVE Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
MAY 2 3 2016 Email: building@sanfordfl.gov
BY:
Permit # I (P — / 7 7 Submittal Date
Project Address: U /mil ey i Contact:
Ph:
9`-07 ? 3 3 '3 `( 6 Email: &
A l N I f L `1=4 ( E?E1_ Trades
encompassed in revision: ff
Building Plumbing
Electrical
Mechanical
Life
Safety Waste
Water Lt.
12 Fax:
I
@ G A-A-i L . 6.J &-\, General
description of revision: F
I e,r P ro ow,cA pr000,, ROUTING
INFORMATION Department
Approvals Utilities
Waste
Water Planning
Engineering
Fire
Prevention 0
Building !Jr S ?A • I(,
t
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORDi FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 16-1377
Date: May 18, 2016
Contact Person:
Contact Fax Number:
Contact E-mail Address: mikefriesnerl(aminail.com
Project Description: Porch Addition
Job Address: 310 Beverly Ct
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by
the City of Sanford and enforced by the Building Division. The violations noted must be addressed before
the plans can be approved. Changes to plans shall be submitted on the same size format as the original
submittal. Changes to construction documents that require an Architect or Engineer's seal must be
submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental
information as requested. Provide two conies of affected Plan sheets and/or supplemental information as
requested. Permit submittals will not be accepted without two copies.
COMMENTS:
1. Please provide two (2) copies of Florida Product Approval and Manufacturer Installation Instructions for
the following products: Siding, Roofing Underlayment, Shingles.
FBC 107
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of
the adopted codes or municipal ordinances of this jurisdiction.
Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at
steve.fiorey_@sanfordfl.gg_v . Office meetings with the plans examiner will require an appointment,
arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey
Residential Plans Examiner
Legal Description.
Lot 24, GROVEVIEW VILLAGE, according to the
Plat thereof, as recorded in Plat Book 19, Pages 4-6, of
the Public Records of Seminole County, Florida.
Community Number. 120294 Panel. 0045
Suffix: E F.LR.M. Date: 411711995 Flood Zone: X
Field Work: 512312000 Completed: 5124/2000
Survey Updated. 4115102
Certified To:
Judith R. Grimes; First American Title Insurance
Company, Cendant Mortgage Corporation, its
successors and/or assigns.
Property Address:
310 Beverly Court
Sanford, Florida 32773
Survey Number: 0-61257
Notes:
Accepted By:
Fo. NA& R C-1 (P.) C- J (M.)
asA; sLX,Reo
25.0' A = 90,00,00" A = 9033'10"
4 R = 25.00' R = 25.00'
o
L = 39.27' L = 39.51 '
C = 35.36' C = 35.53'
W "CB "WuodCB = N45100 00 N44 37'30
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Legal Description.
Lot 24, GROVEVIEW VILLAGE, according to the
Plat thereof, as recorded in Plat Book 19, Pages 4-6, of
the Public Records of Seminole County, Florida.
Community Number. 120294 Panel: 0045
Suffix: E F.LR.M. Date: 411711995 Flood Zone: X
Field Work: 512312000 Completed: 512412000
Survey Updated: 4115102
Certified To:
Judith R. Grimes; First American Title Insurance
Company; Cendant Mortgage Corporation, its
successors and/or assigns.
Property Address.
310 Beverly Court
Sanford, Florida. 2773
Survey Number. 0-61257
Notes:
Accepted By:
FD NAIL & C-1 (P.) C- i (M.)
O/sA' / SOLI IRO
25.0' A = 90V0,00, A = 90'33'10"
a R = 25.00' R = 25.00'
o
L = 39.27' L = 39.5 1'
h C = 35.36'
W
C = 35.53'
C8 "WhC8 = N45190'00 N44 37'30
25
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REQUIRED INSPECTION SEQUENCE
ReraleDmG P€Rmr
Min Max Inspection IIDescri tion
O Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
2 c Sheathing — Roof
p Roof Dry In
O Frame
CIO Insulation Rough In
Firewall Screw Pattem
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Sidingpr
Insulation Final
Final Utility Building
Final Door
Final Window -
Final Screen Room
Final Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Farnify Residence
rim Final Building Other
Address: 3 i o
11 ELECTRICAL PERM..Ir - - -
Min I max I IInsneetion IIDescrnmtnnnn
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
lVIIin 1VIIax Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MEC:HAN AL PERMT
Nun Max. Inspection Description
Mechanical Rough
Mechanical Final
1VIIin Max Inspection Description
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
Sri
Aldrich, Dave
From: Ashlyn Friesner <michaelfriesnerl@gmail.com>
Sent-. Wednesday, June 29, 2016 9:34 AM
To: Aldrich, Dave
Subject: Re: 310 Beverly court,Sanford.these are the pictures of deck and nail off that you had
allowed us to dry in and thank you,will call in on timely manner, renovation experts
Attachments: IMAG0079 jpg; IMAG0078 jpg
On Jun 29, 2016 8:55 AM, "Aldrich, Dave" <Dave.Aldrich@a.sanfordfl.gov> wrote:
Where are the pictures for the dry- in?The decking inspection passed. It was the dry -in that was turned down
according to the computer record.
Sent from my BlackBerry 10 smartphone on the Verizon Wireless 4G LTE network.
From: Ashlyn Friesner
Sent: Wednesday, June 29, 2016 8:29 AM
To: Aldrich, Dave
Subject: 310 Beverly court,Sanford.these are the pictures of deck and nail off that you had allowed us to dry in and
thank you,will call in on timely manner,renovation experts
PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City
officials regarding City business is a public record available to the public and media upon request. Your e-mail
communications may be subject to public disclosures.
n
Page 1 of 2
rRAR10 j epan riyltd SCIS Home I Lop In I User Registration Hot Topics I submit surcharge I Stats S Facts Publications I FBC stall I Bcas site Map I Links I Search I
Busines
Professi V nal 0USEaPubblicUser
l
Regulation
ProOutt Aooroval Menu > ProCucc or Aoolkatbn SearM > Application List > Application Detail
FL * FL10477-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived O
Product Manufacturer James Hardie Building Products, Inc.
Address/Phone/Email 26300 La Alameda
Ste. 250
Mission Viejo, CA 92691
909)349-2927
pingsheng.zhu@jameshardie.com
Authorized Signature Pingsheng Zhu
pingsheng.zhu@jameshardie.com
Technical Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardie.com
Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardie.com
Category Panel Walls
Subcategory Siding
Compliance Method Certification Mark or Listing
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
16- 1377
Intertek Testing Services NA Inc. - ETL/Warnock Hersey
John Southard, P.E.
0 Validation Checklist - Hardcopy Received
Standard Year
ASTM C1186 2002
ASTM E136 2004
ASTM E330 2002
TAS202 1994
TAS 203 1994
Approved Certification Agency
Florida Licensed Professional Engineer or Architect
FL10477 R3 Eouly ASTM C1186 Eouivalencv.odf
FL10477 R3 Eouiv ASTM E136 Equivalency Sioned.odf
5/24/2016
Page 2 of 2
Product Approval Method Method 1 Option A
Date Sybmitted 04/23/201S
Date Validated 04/30/2015
Date Pending FBC Approval
Date Approved 05/11/2015
Date Revised 05/10/2016
Summary of Products
1 1
FL # Model, Number or Name Description
10477.1 Artisan® Lap Siding 5/8 inch thick fiber -cement horizontal lap siding with tounge
and groove end joints.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL10477 R3 C CAC Artisan Lao ATM.odf
Approved for use outside HVHZ: Yes FL10477 R3 C CAC Miami Dade NOA IS-0122.03.odf
Quality Assurance Contract Expiration DateImpactResistant: N/A
Design Pressure: N/A 01/01/2017
Other: For use in HVHZ install in accordance with Miami Installation Instructions
Dade County Florida NOA 15-0122.03; For use outside HVHZ
Install in accordance with manufacturer's installation
FL10477 R3 11 Artisan Installation Instructlon.Ddf
FL10477 R3 II Miami Dade NOA IS-0122.03.odf
instructions. Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Baea Neirt
Contact Us • 1940 North Monroe Street. Tallahassee FL 32399 Phone: BSO-487-1824
The State of Florida Is an AVEEO employer. Copyright 2007-2013 State of Florida.:: Pdvaa 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 publk-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 4S5.275(1), Flonda 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 click here .
Product Approval Accepts:
0 ® 0
CreditSC rrl
5/24/2016
Report prepared for: Pingsheng Zhu (lames Hardie Building Products, Inc.) on 4/2/2015 2:49:54 PM
AUTHORIZATION TO MARK
This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section
when made in accordance with the conditions set forth in the Certification Agreement and Listing Report(s). This authorization also
applies to the Multiple Listee model(s) identified on the correlation page of the Listing Report. This document is the property of
Intertek Testing Services and is not transferable. The Certification Mark(s) may be applied only at the location of the Party
Authorized to Apply Mark.
Applicant: James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana CA 92337
Country:
Contact: Chad Diercks
Phone: 909-356-6366
Fax: 909-427-0634
Email: chad.diercks@jameshardie.com / Marko.Suput@JHResearchUSA.com
Party Authorized to Apply Mark: See following page(s)
Evaluation Center: Intertek (Coquitlam)
Control/Client Number: 205963 G^
r- Authorized By: C
Thomas J. Patterson, Director of Certification
Intertek Testing Services NA, Inc.
545 E. Algonquin Road, Ste H, Arlington Heights, IL 60005 USA
Phone 847-439-5667 Fox 847-439-7320
iC US
Intertek
00"'sC
XftnV
Intertek
This document supersedes all previous Authorizations to Mark for the noted Report Number.
This Authorization to Mark is for the exclusive use of Inteneles Client end Is provided pursuant to the Certification agreement between Intertek and its Chem. InterteKs responsibility and liability
are limited to the terms and conditions of the agreement. Intenek assumes no liability to any party, other then to the Client In accordance with the agreement. for any loss, expense or damage
occasioned by the use of this Auftrization to Mark Only the Client Is sutlmorfzed to permit copying or distribution of this Authorization to Mark and than only In Its entirety. Use of Intertek's
Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material,
product or service must first be approved in willing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in
accordance with the agreement they are not for the purposes of production quality control and do not relieve the Client of their obligations In this respect.
Testing Standard(s): ASTM E330 (2002):EN 12467: 2000(E):ASTM E136 (2004):ISO 8336:1993 / Amd 1:2004
E):CAN / ULC S101 (2007):ASTM C1186 (2007):ASTM E84 (2011c):ASTM E84
2011b):ASTM E119 (2008):ASTM E84 (2008):ASTM E84 (2010):ASTM E119
2010):ASTM E84 (2011a):ASTM E84 (2012)
Product: James Hardie Artisan® Siding Products
ATM for Report 3097158; 3128317; 3133121; 3143474;
3097158; 3140071 COO-007; 3140071 COO-005;
3140071COQ-006(a), 101547645COQ, 10166397000O
James Hardie Building Products, Inc. 128273 1 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy
ATM Issue Date: 04/02/2015
ECZ-2: TEE
MAY 2 3 2016 , Page I of 12
BY :
Report prepared for: Pingsheng Zhu (lames Hardie Building Products, Inc.) on 4/2/2015 2:48:54 PM
Listing Section(s): EXTERIOR CLADDING SYSTEMS & COMPONENTS
OTHER PRODUCTS
CSI Code: 07 40 00 Roofing and Siding Panels
CSI Code: 07 44 56 Mineral -Fiber -Reinforced Cementitious Panels
Description:
Artisan® Siding Products are fiber -cement products that are manufactured with a nominal thickness of 518 inches, a
width of 5-1/4, 7-1/4 or 8-1/4 inches and a length of 12 feet.
Artisan® Siding Products are available as Artisan® Lap Siding and also under the product designation Artisan® V-
Rustic Premium Exterior Siding, which is available in the same dimensions but has a different edge lap design.
RATINGS
NOTE: The ratings granted below, where indicated for Artisan® Lap Siding, do not apply to
Artisan® V-Rustic Premium Exterior Siding. Ratings achieved by Artisan® V-Rustic
Premium Exterior Siding are indicated in the section allocated for that specific product
variant, noted further below.
ARTISAN® LAP SIDING
Artisan® Lap Siding has achieved the following ratings when tested in accordance with the
corresponding standards:
Standard Rating
ASTM C1186 Grade II, Type A, Non -Asbestos Fibre -Cement Flat
Sheets
ASTM E84 Flame Spread Rating: 0
Smoke Developed Rating: 5
ISO 8336 Category A, Class 2, Level I
BS EN 12467 Category A, Class 2, Level I
ASTM E119
CAN/ULC
1 hour Fire Resistance
S101 Refer to Design No. JH/FCS 60-04
ASTM E136 Non-combustible
ASTM E72 Assemblies:
James Hardie Building Products, Inc. 128273 1 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 2 of 12
Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 4/2/2015 2:49:54 PM
In addition to the ratings above, Artisan® Lap Siding has achieved performance ratings
in accordance with ASTM E72 as described below.
System 1:
The Artisan® Lap Siding (8-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8
ft. timber framing system constructed from nominal 2 in. x 4 in. softwood pine
studs of nominal specific gravity of 0.45. It was attached by fastening through the
boards at each stud 1-1/8in. down from the top edge, with the fastener concealed
under the 1-1/4 in. overlap of the board above it. Fasteners were Hitachi Coil
Round Head Nails 0.092 in. shank x 0.225 in. HD x 2-1/4 in. long installed with a
pneumatic Hitachi coil nailer.
System 1 results:
Ultimate Load (positive) Ultimate Load (negative) j
16 in. on center 257 psf 198.5 psf
24 in. on center 264 psf 55.6 psf11
System 2:
The Artisan® Lap Siding (5-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8
ft. timber framing system constructed from nominal 2 in. x 4 in. softwood pine
studs of nominal specific gravity of 0.45. It was attached by fastening through the
boards at each stud 1-1/8in. down from the top edge, with the fastener concealed
under the 1-1/4 in. overlap of the board above it. Fasteners were Hitachi Coil
Round Head Nails 0.092 in. shank x 0.225 in. HD x 2-1/4 in. long installed with a
pneumatic Hitachi coil nailer.
System 2 results:
Ultimate Load (positive) Ultimate Load (negative)
16 in. on center n/a 236 psf
24 in. on center n/a 125 psf11
System 3:
The Artisan® Lap Siding (8-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8
ft. steel framing system constructed from nominal 2 in. x 4 in. x 20ga steel studs. It
was attached by fastening through the boards at each stud 1-1/8in. down from the
top edge, with the fastener concealed under the 1-1/4 in. overlap of the board
above it. Fasteners were No. 8-18 x 0.323 in. HD x 1-5/8 in. long ribbed bugle
head screws.
James Hardie Building Products, Inc. 128273 1 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 3 of 12
Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 4/2/2015 2:48:54 PM
System 3 results:
Ultimate Load (positive) Ultimate Load (negative)
16 in. on center n/a 160 psf
24 in. on center n/a 125 psf
System 4:
The Artisan® Lap Siding (5-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8
ft. steel framing system constructed from nominal 2 in. x 4 in. x 20ga steel studs. It
was attached by fastening through the boards at each stud 1-1/8in. down from the
top edge, with the fastener concealed under the 1-1/4 in. overlap of the board
above it. Fasteners were No. 8-18 x 0.323 in. HD x 1-5/8 in. long ribbed bugle
head screws.
System 4 results:
Ultimate Load (positive) IFUltimate Load (negative)
16 in. on center n/a 1236 psf
24 in. on center n/a 233 psf
ASTM E330 Assemblies:
In addition to the ratings above, Artisan® Lap Siding has achieved performance ratings
in accordance with ASTM E330 as described below.
System 5:
The Artisan® Fiber Cement Lap Siding (8-% in. wide x 5/8 in. thick) was fastened
to a 4 ft. x 8 ft. timber framing system constructed from 2 in. x 4 in. SPF lumber
studs. The framing was secured together with (2) 16D nails at each connection.
Sample material applied to wood framing with a 2-3/8in. by 0.113 in. diameter
ring shank nail (blind) 1 in. down from top edge at each stud location, and a 2-1/2
in. 16ga finish nail (face) % in. down from top edge at each stud location. Overlap
was 1-1/4 in.
System 5 results: i
Ultimate Load (p jUltimate Load (negative)
16 in. on center n/a 240 psf
System 6:
James Hardie Building Products, Inc. 129273 1 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 4 of 12
Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 4/2/2015 2:48:54 PM
The Artisan® Fiber Cement Lap Siding (8-1/4 in. wide x 5/8 in. thick) was
fastened to a 4 ft. x 8 ft. timber framing system constructed from 2 in. x 4 in. SPF
lumber studs. The framing was secured together with (2) 16D nails at each
connection. Sample material applied to wood framing with a 2-1/2in. by 0.092 in.
diameter smooth shank nail (blind) 1 in. down from top edge at each stud
location, and a 2-1/2 in. 16ga finish nail (face)'/ in. down from top edge at each
stud location. Overlap was 1-1/4 in.
System 6 results:
Ultimate Load (positive) Ultimate Load (negative)
16 in. on center n/a 135 psf
ARTISAN® V-RUSTIC PREMIUM EXTERIOR SIDING
Artisan® V-Rustic Premium Exterior Siding has achieved the following ratings when
tested in accordance with the corresponding standards:
Standard Rating
ASTM C1186 Grade II, Type A, Non -Asbestos Fibre -Cement Flat
Sheets
ASTM E84 Flame Spread Rating: 0
Smoke Developed Rating: 5
ISO 8336 Category A, Class 2, Level I
BS EN 12467 Category A, Class 2, Level I
ASTM E119
CAN/ULC
1 hour Fire Resistance
S101 Refer to Design No. JH/FCS 60-04
ASTM E136 Non-combustible
ASTM E330 Assemblies:
In addition to the ratings above, Artisan® V-Rustic Premium Exterior Siding has
achieved performance ratings in accordance with ASTM E330 as described below.
Test frames, measuring 4 ft. x 8 ft., were constructed with SPF #2+BTR, nominal
2 in. x 4 in. lumber. Studs were oriented parallel to the 4 ft. long direction and
frames were fastened together using 2-1/2 in. wood screws. Three (3) different
configurations were tested for transverse load; the different assembly
configurations and fastener details are as follows:
James Hardie Building Products, Inc. 129273 1 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 5 of 12
Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 4/2/2015 2:48:54 PM
Average
System Stud Panel Fastener Ultimate
No. Framing Spacing Fasteners Spacing Negative Wind
11
Load* (psf)
0.092" Blind -nail,
shank one
diameter X fastener
Nominal 0.222" at each
7
2"x4" SPF
16"
head stud
99.9
2+BTR diameter X location
lumber 2" long along
corrosion- tongue
resistant and
nail groove
0.092" Blind -nail,
shank one
diameter X fastener
Nominal 0.222" at each
8
2"x4" SPF
24„
head stud
60.52+BTR diameter X location
lumber 2" long along
corrosion- tongue
resistant and
nail groove
Nominal
2"x4" SPF
2+BTR
lumber
0.090"
with 7/16"
shank
diameter X Every 6" sOSBheathin g 0.215 o/c
and
fastened
head spacing
9
with 3 in.
24" diameter X along 189.4
10d 1'/Z" long tongue
common
corrosion- and
nails
resistant groove
spaced 4 ring -shank
in. o/c on
nail
perimieter
and 8 in. Jl o/c in -field
James Hardie Building Products, Inc. 1 28273 1 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 6 of 12
Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 4/2/2015 2:49:54 PM
Positive wind load testing resulted in failure of the suporting construction and not in the
Hardie siding; as such, no maximum positive wind load for the product could be obtained.
Butt joints were typically incorporated at the 3rd and 5th rows on the test decks.
James Hardie Building Products, Inc. 128273 1 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 7 of 12
Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 4/2/2015 2:48:54 PM
Party(s) Authorized by Party(s) Authorized by Other Parties To Apply
Manufacturer To Apply Mark: Mark:
None James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337,
Chad Diercks
909-356-6366
909-427-0634
chad.diercks@jameshardie.com /
Marko.Suput@JHResearchUSA.com
James Hardie Building Products, Inc. (Auckland)
50 O'Rorke Road
Penrose, Auckland, New Zealand
John Cottier
612 8845 3241
612 8845 3333
john.cottier@jameshardie.com.au
James Hardie Building Products, Inc. (Cleburne)
820 Sparks Drive
Cleburne, TX 76031 ,
Judy Owens
972-923-536
judy.owens@jameshardie.com
James Hardie Building Products, Inc. (FL)
809 Woodrow Wilson Road
Plant City, FL 33566,
Ryan Storey
813-707-5300
ryan.storey@jameshardie.com
James Hardie Building Products, Inc. (IL)
17 Unytite Drive
Peru, IL 61354,
Brian Christiansen
815-220-3060
815-220-3087
brian.christiansen@jameshardie.com
James Hardie Building Products, Inc. (NV)
3000 Waltham Way
James Hardie Building Products, Inc. 128273 1 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 8 of 12
Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 4/2/2015 2:48:54 PM
McCarran, NV 89434,
Signe Judge
775-355-3046
775-355-3099
signe.judge@jameshardie.com
James Hardie Building Products, Inc. (VA)
1000 James Hardie Way
Pulaski, VA 24301 ,
Brian Belcher
540-878-1844
540-994-1999
brian.belcher@jameshardie.com
James Hardie Building Products, Inc. (WA)
18200 - 50th Avenue East
Tacoma, WA 98446,
Doug Cech
253-875-2384
doug.cech@jameshardie.com
James Hardie Building Products, Inc. (Waxahachie)
2425 Highway 77 North
Waxahachie, TX 75165,
Judy Owens
972-923-5336
judy.owens@jameshardie.com
James Hardie Building Products, Inc. 1292731 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 9 of 12
Report prepared for: Pingsheng Zhu (lames Hardie Building Products, Inc.) on 4/2/2015 2:49:54 PM
DRAWING INDEX
JH/FCS 60-04
James Hardie Building Products, Inc. 1292731 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 10 of 12
Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 4/2/2015 2:49:54 PM
A"CS 60-04
Division 07 — Thermal and Moisture ProtectionPage 1 of 2
07 46 00 Siding
07 46 46 Fiber -Cement Siding
James Hardie Building Products
JH/FCS 60-04
HardlePlank® Lap Siding, Prevall® Lap Siding, HardlPlank® HZ5 Lap Siding, Artisan® Lap
Siding, Artlsan® V-Rustle Premium Exterior Siding and PreToneTM Plank Siding
Load -Bearing Wall Assembly, 70% Design Load
1. Wood Studs — Nominal 2 in. x 4 in.
solid sawn wood studs located 24 in. on
center (oc), with two top plates and a
single bottom plate.
2. Gypsum Wallboard, Side A — 5/8 in.
Type X gypsum wallboard, oriented
vertically and fastened with 1-3/4 in.
cup -head gypsum nails, spaced 7 in. oc
at board edges and in field areas, or 1-
1/2 in. Type S drywall screws, spaced 8
In. oc at board edges and in field areas
of boards.
Gypsum Sheathing, Side B — 1/2 in.
Type X or 5/8 in. Type X gypsum
sheathing fastened with 1-3/4 in. long
roofing nails spaced 7 in. oc. Sheathing
edge joints shall be staggered from
those on opposite sides of the wall.
3. Insulation (optional) — R13 glass fiber
be# insulation.
Ontertek Testing Services
James Hardie Building Products, Inc. 128273 1 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 1 I of 12
Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 4/2/2015 2:49:54 PM
JH/FCS 60-04 (page 2 of 2)
Division 07 — Thermal and Moisture ProtectionPage
07 46 00 Siding
07 46 46 Fiber -Cement Siding
4. Furring (optional) — Min. 1.5 in. wide
by 3/8 in. thick furring (Wood: Min. 0.42
s.g.; Metal: Corrosion Resistant
Min. 20 GA 33 ksi metal hat channel, z-girt
or u-bar).
5. CERTIFIED MANUFACTURER: James
Hardie Building Products Inc.
CERTIFIED PRODUCT: HardiePlankO
Lap Siding, Prevail® Lap Siding,
HardiePlank® HZ5 Lap Siding, Artisan®
Lap Siding, Artisan® V-Rustic Premium
2of2
Exterior Siding or PreToneTM Plank
Siding.
Fibre Cement Exterior Siding, Side B
5116 in. thick HardiePlank® Lap
Siding, Prevail Lap Siding, HardiePlank
HZ5 Lap Siding, Artisan® Lap Siding,
Artisan® V-Rustic Premium Exterior
Siding or PreToneTM Plank Siding
applied horizontally with a 1-1/4 in.
headlap and fastened with a single 6d
corrosion resistant common nail driven
through the lapped planks at each stud
location.
Please refer to the James Hardie HardiePlank® Lap Siding, Prevail® Lap Siding, HardiePlank®
HZ5 Lap Siding, Artisan® Lap Siding and PreToneTM product certification listings on www.soec-
direct.com for the current Design Listing information. This is an uncontrolled copy.
Olntertek Testing Services
James Hardie Building Products, Inc.1292731 Rev: Dec 2 2014 12:41 PM I Uncontrolled Copy Page 12 of 12
Page 1 of 2
I
t
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ProAu[t Aooroval Menu > PloOutt or Aoolka[bn Searth > Aoolkatbn Ust > Application Detail
FL # FL16305-R4
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
0
Atlas Roofing Corporation
2000 RiverEdge Parkway
Suite 800
Atlanta, GA 30328
770)946-4S71
mcollins@atlasroofing.com
Meldrin Collins
mcollins@atlasroofing.com
Roofing
Asphalt Shingles
OvING SANFORD
P'
k>4 16_
377 Evaluation
Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Zachary R. Priest the
Evaluation Report Florida
License PE-74021 Quality
Assurance Entity UL LLC Quality
Assurance Contract Expiration Date 12/31/2020 Validated
By Locke Bowden 0
Validation Checklist - Hardcopy Received Certificate
of Independence FL16305 R4 COI ATL13002.4 2014 FBC Product Evaluation Shinoles.
odf Referenced
Standard and Year (of Standard) Standard ASTM
D 3161 ASTM
D 3462 ASTM
D 71S8 TAS
100 TAS
107 Equivalence
of Product Standards Certified
By Sections
from the Code Year
2009
2009
2008
1995
199S
5/
24/2016
Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 06/28/201S
Date Validated 06/29/2015
Date Pending FBC Approval 07/05/201S
Date Approved 08/19/2015
Summary of Products
r
FL # Model, Number or Name Description
16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16305 R4 II ATL13002.4 2014 FBC Product Evaluation
Shinoles.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See evaluation report for limits of use Evaluation Reports
FL16305 R4 AE ATL13002.4 2014 FBC Product Evaluation
Shinoles.Ddf
Created by Independent Third Party: Yes
Back Nest
Contact us :: 1940 North Monroe Street. Tallahassee Ft. 32399 Phone: SSO-487-1824
The State of Florida Is an A^/EEO employer. Copyright 2007-2013 State of Florida.:: Prwacv Statement :: Accessibility Statement :: Refund Statement
Under Florida low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact BSO.487.1395. -Pursuant to
Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address d
they have one. The emus provided may be used for official communication with the licensee. However email addresses ere 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 b=.
Product Approval Accepts:
a®
CreditSAFE
5/24/2016
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer: ATLAS ROOFING CORPORATION
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
770) 612-6267
Manufacturing Plants: Hampton, GA
Meridian, MS
Dangerfield, TX
Ardmore, OK
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.
Properties: Physical properties,
REFERENCES
Enti
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
FLORIDA BUILDING CODE W" EDITION (2014)
1,1523.6.5.1
Wind Resistance, Wind Driven Rain
Report No.
ATL-079-02-01
ATL-083-02-01
ATL-086-02-01 Rev 1
ATL-104-02-01
ATL-106-02-01
ATL-106-02-01 Rev 1
ATL-107-02-01
ATL-107-02-01.1
ATL-109-02-01
ATL-116-02-01
ATL-118-02-01
ATL-119-02-01
ATL-123-02-01
ATL-125-02-01
ATL-127-02-01 Rev 1
ATL-132-02-01
ATL-133-02-01
PRI Construction Materials Technologies (TST5878) ATL-135-02-01
PRI Construction Materials Technologies (TST5878) ATL-136-02-01
PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1
PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1
PRI Construction Materials Technologies (TST5878) ATL-143-02-01
PRI Construction Materials Technologies (TST5878) ATL-144-02-01
PRI Construction Materials Technologies (TST5878) ATL-151-02-01
PRI Construction Materials Technologies (TST5878) ATL-162-02-01
PRI Construction Materials Technologies (TST5878) ATL-167-02-01
PRI Construction Materials Technologies (TST5878) ATL-168-02-01
Issued June 29, 2015
Year
2009
1995
1995
2009
2009
2009
1995
2009
1995
1995
1995
2008d
2009
2009
1995
2008d
1995
2008d
2009
1995
2009
1995
2009
2009
2008d
2008d
2009
1995
2009
1995
2009
1995
2009
2009
1995
PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009
ATL13002.4 FL 16305-114 Page 1 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the dW .. for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other du I ut s tha are not
specifically addressed herein. 7
MAY 2 3 2016 '
BY.
Standard
ASTM D 3161
TAS 107
TAS 100
ASTM D 3462
ASTM D 3462
ASTM D 3161
TAS 107
ASTM D 3161
TAS 107
TAS 100
TAS 100
ASTM D 7158
ASTM D 3462
ASTM D 3462
TAS 100
ASTM D 7158
TAS 100
ASTM D 7158
ASTM D 3161
TAS 107
ASTM D 3161
TAS 107
ASTM D 3462
ASTM D 3462
ASTM D 7158
ASTM D 7158
ASTM D 3161
TAS 107
ASTM D 3161
TAS 107
ASTM D 3462
TAS 100
ASTM D 3161
ASTM D 3161
TAS 107
CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d
PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009
PRODUCT DESCRIPTION
GlassMaster® 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
Tough-MasterM 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D
3462.
Pro-Cu* Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed,
Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
ProLAM",' Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant
stripe that complies with ASTM D 3462.
Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant
Lifetime w/Scotchgard stripes that complies with ASTM D 3462.
Dangerfield, Hampton &
Meridian)
StormMaster® Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462.
StonmMasterO Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462.
ATL13002.4 FL 16305-114 Page 2 of 9
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
GlassMaster® 30 8 Basic Wind Speed (Vul):
Tough -Master® 20 Basic Wind Speed (V•so):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 5-inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installed with 5-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern' or "6 Nail Pattern' detailed below.
36'
Nails
tr . ?
1 Sir
y I J tG 12- tY 7
Figure 1. GlassMasterO 30 8 Tough -Master® 20
4 Nail Pattern (Non-HVHZ only)
38"
Nails
12" • ?
1 5/8"
I•---12" — •-12" 12"---
Figure 2. GlassMaster® 30 8 Tough -Master® 20
6 Nail Pattern
ATL130D2.4 FL 16305-114 Page 3 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ProLAMTM' Architectural Basic Wind Speed (Vur):
Basic Wind Speed (Vaw):
Deck (HVHZ):
I
r
L
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either '4 Nail
Pattern* or "6 Nail Pattern* detailed below.
Figure 3. ProLAM'" Architectural Shingle
4 Nail Pattern (non-HVHZ only)
uwr
Figure 4. Pro -LAM" Architectural Shingle
6 Nail Pattern
ATL13002.4 FL 16305-114 Page 4 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Pinnacle® Pristine & Basic Wind Speed (V,u):
StonmMaster® Shake Basic Wind Speed (Vaw):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either '4 Nail
Pattern* or °6 Nail Pattern' detailed below.
u
0 0 0 0 0 00 0 0 0 0 0 0r
occ= =1=
00000
Figure
S. Pinnacle® Pristine and StormMaster® Shake 4
Nail Pattern (Non-HVHZ only) Figure
6. Pinnacle® Pristine and StormMastel® Shake 6
Nail Pattern ATL13002.
4 FL 16305-114 Page 5 of 9 This
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical
Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically
addressed herein.
CREEK
TECHNICAL SERVICES, LLC
StonmMasterOD Slate Basic Wind Speed (Vul):
Basic Wind Speed (Vad):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 8.5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installed with 8.5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern* or "6 Nail Pattern* detailed below.
Figure 7. StormMastel® Slate
4 Nail Pattern
Figure B. StormMaster® Slate
6 Nail Pattern
ATL13002.4 FL 16305-114 Page 6 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Pro -Cut® Starter Strip Basic Wind Speed (Vul):
Basic Wind Speed (V&w):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed in accordance with RAS 115 and manufacturer's
published installation instructions. Shingles shall be
attached as shown below.
Installed in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles
shall be attached as shown below.
W
r
r u .. f•vY M .nrr iro
r 0'--} r / f•
o e o 6!
i
Figure 9. Pro -Cut® Starter Strip
ATL13002.4 FL 16305-R4 Page 7 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pro -Cut® Hip & Ridge Basic Wind Speed (VLia: Max. 194 mph
Basic Wind Speed (Vwd): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS
non-HVHZ): 115 (HVHZ only) and manufacturer's published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind.
r
12"--
i
12 ga. 1-1/2" ring
shank nail
12"
Lli
Figure 10. Pro-Cu* Hip & Ridge
ATL13002.4 FL 16305-114 Page 8 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ATLAS ROOFING CORPORATION
Asphalt Shingles
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 611320-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
I
R'
I
p i
10
No 74021
STATE OF Q?
e
t11
CERTIFICATION OF INDEPENDENCE
2015.06.2
9 12:55:48
04' 00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
ATL13002.4 FL 16305-R4 Page 9 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
r
Page 1 of 2
r
blickiDDp rM*Md BCIS Home I Log In I User Registration Hot Top.cs I Submit Surcharge I Stats B Facts PuDhcations FBC Staff BCIS Site Map Links Search
Busines
ProdProfessiPnal0USER:uPuublicUserAppal Regulation
Product
Approval Menu > Product or ApplKatlon Search > Application List > Application Detail FL #
FL11288-R15 Application
Type Revision Code
Version 2014 Application
Status Approved Comments
Archived
Product
Manufacturer Address/
Phone/Email Authorized
Signature Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Subcategory
Compliance
Method C
CertainTeed
Corporation -Roofing 18
Moores Road Malvern,
PA 19355 610)
651-5847 mark.
d. harner0sa int-goba in. com Mark
Harrier mark.
d.harner@saint-gobain.com Mark
D. Harrier 18
Moores Road Malvern,
PA 19355 610)
6S1-5847 Mark.
D.Harner@saint-gobain.com Roofing
Underlayments
16-
1377 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 RiS 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 FRSA/
TRI April 2012 (04-12) 2012 5/
24/2016
Page 2 of 2
TAS 103
TAS 110
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/14/2016
Date Validated 02/16/2016
Date Pending FBC Approval 02/17/2016
Date Approved 04/12/2016
Summary of Products
1995
2000
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 NVN2: No FL11288 R15 11 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288-
R15.odfApprovedforuseoutside
NVN2: Yes Verified By: Robert Nieminen PE-S9166
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-SSS.0 Evaluation Reports
Other: 1.) The DP in this application FL11288 R15 AE 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288-
R15.odfpertainstoaparticularapplicationfor
use in adhesive -set tile applications. Created by Independent Third Party: Yes
DP is N/A for underlayments Installed
beneath mechanically attached
prepared roof covers. 2.) Refer to ER
Section 5 for other Limits of Use.
Back Next
Contact Us : 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida is an ArVEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 4SS.27S(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 on email address which can be made available to the public. To determine If you are a licensee under
Chapter 45S, F.S., please dick h=.
Product Approval Accepts:
Credi'! fA fE
5/24/2016
Q0TwN1TYJERD
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 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 Slit 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:
oz
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearly was authorized
by Robert Illernlnen, P.E. on 02/04/2016
This does not serve as an electronically signed document. 516ned,
sealed hardcoples habeen transmitted to the Product Approval Administrator
and to the named client CERTIFICATION
OF INDEPENDENCE: 1.
Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing
products it evaluates. 2.
Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3.
Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which
the evaluation reports are being issued. 4.
Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product.
5.
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. CEr:
MAY
2 3 2016
VTRINITYIERD
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 Property 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 2DD4
1507.11.2 Physical Properties ASTM D6163 20DD
1507.11.2 Physical Properties ASTM D6164 2DD5
1507.11.2 Physical Properties ASTM D6222 2008
1523.65.2.1 Physical Properties TAS 103 1995
TAS 110 Accelerated Weathering TAS 110 2000
FRSA/TRI April 2012 (D4-12) Underlayment Installation References 2012
3. REFERENCES:
infisy 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-Ri 04/17/2009
ERD (TST6049) Physical Properties C12960.06.09 06/02/2009
ERD (TST6049) Physical Properties 3530.12.05-1-Ri 10/05/2009
ERD (TST6049) Wind Uplift C8370.08.08-RI 10/05/2009
ERD (TST6049) Physical Properties 3523.03.05-R2 01/12/2010
ERD (TST6049) Physical Properties C3D89D.03.10-1 03/17/2010
ERD (TST6049) Physical Properties C3S00.04.10 04/01/2010
ERD (TST6049) Physical Properties C31840.05.10 05/10/2010
ERD (TST6049) Physical Properties C31860.05.10 05/18/2010
ERD (TST6049) Physical Properties C31950.06.10 06/25/2010
ERD (TST6D49) Physical Properties C35460.05.11 06/16/2012
ERD (TST6D49) Physical Properties C34940.09.11-RI 10/04/2011
ERD (TST6D49) Accelerated Weathering C40MC 06/11/2012
ERD (TST6049) Physical Properties C400S0.09.12-2 09/28/2012
ERD (TST6D49) Wind Uplift C39670.08.12 08/20/2012
ERD (TST6049) Physical Properties C31410.10.10-R3 11/02/2022
ERD (TST6049) Physical Properties C45240.01.14-1 01/15/2014
ERD (TST6049) Physical Properties C32930.01.11-R2 01/20/2014
ERD (TST6049) Physical Properties C45240.01.14-2 01/24/2014
ERD (TST6049) FM 447D CTR-SC9920.01.16-RI 01/20/2016
ERD (TST6049) Wind Uplift CTR-SC1D420.01.16 01/25/2016
MTI (TST 2508) Physical Properties DX08C4A 03/22/2004
MTI (TST 2508) Physical Properties TX14B6A-WI 02/27/2006
MTI (TST 2508) Physical Properties TX148611-002 03/13/20D6
MTI (TST 25D8) Physical Properties TX14116F-006 03/13/2006
MTI (TST 2508) Physical Properties TX14B6E-005 03/23/2006
PRI (TST5878) Physical Properties CTC-034-02-01 11/24/2009
PRI (TST5878) Physical Properties CTC-075-02-01 02/15/2011
PRI (TSTS978) Physical Properties CTC-067-02-01 08/09/2011
PRI (TST5878) Wind Uplift CTC-112-02-M 12/12/2011
PRI (TST5878) Physical Properties CTC-163-02-01 (6) 05/10/2013
Exterior Research and Design, U.C. Evaluation Report 11610.09.08-R16
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Page 2 of 9
VTRINITY I ERD
infint 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-Adherin¢ 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 WinterGuardTM Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing
underlayment.
4.1.4 MetaLaymentm 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 D197O 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 D46O1, 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, I.I.C. Evaluation Report 11610.09.08-R16
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Q0TPuN1TYjERD
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:
TABIE 1: ROOF COVER OPTIONS
Asphalt Nail -On Foam -On Mortar-
Wood
Underlayment Metal Shakes & Slate
Shingles Tile Tile Set Tile
Shingles
Roofers' Select Yes No No No No No No
WinterGuard HT Yes No No No Yes Yes Yes
WinterGuard Sand
or Granular
Yes No No No No Yes Yes
Black Diamond Base Yes No No No No Yes Yes
Flintlastic SA Cap No Yes
es
Yes No Yes Yes
See S.
Flintlastic SA Cap FR No Yes No No No Yes Yes
MetaLa ment Yes No No No Yes Yes Yes
Flintlastic GTA No Yes
es
Yes No Yes Yes
See S.
Flintlastic GMS or Yes
Premium GMS
NoI Yes
I I See 5.5.1
Yes No Yes Yes
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, I.I.C. Evaluation Report 11610.09.09-R16
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QOTPtINITYIERD
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 DO:
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: FlintPrime or ASTM D41.
Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered.
Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS or Flintlastic Premium GMS, applied in hot
asphalt.
2 Maximum Desien Pressure = -555 Dsf:
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:
WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ASTM
D226, Type I or II felt.
Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA,
Flintlastic SA Cap, Flintlastic SA Cap FR self -adhered to: Flintlastic SA NailBase or ASTM D226, Type I or
II felt.
Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA PlyBase or Flintlastic SA MidPly.
Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D226, Type I or II felt; ASTM D2626
felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA.
Flintlastic GTA torch -applied to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II
base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA.
Exterior Research and Design, I.I.C. Evaluation Report 11610.09.0BA16
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QOTRINITYIERD
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 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 Dsf:
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., 1X-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 Design Pressure = -45.0 asf•:
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 DO:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AH1.
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.
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NTINITYIERD
9 Maximum Desien Pressure = -60.0 Dsf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga., 1%-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 Desien 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 0.12D-inch shank diameter, annular ring
shank nails
Spacing: 6-inch o.c. at 4-inch lap and 6-inch o.c. at five (5) equally spaced, staggered center rows in the field of
the sheet.
Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt.
11 Maximum Desien Pressure = -75.0 Dsf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga., 1%-inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin caps
Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows in the
field of the sheet.
Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered.
Underlayment: Flintlastic SA Cap, self -adhered.
12 Maximum Desien Pressure = -90.0 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps and &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 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at 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 Desien 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., IX -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.
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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 the 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 (Flintlostic SA Coo. SA Cop FR only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
6.5 Flintlastic GTA:
6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation
requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation
Manual, 5th Edition and Table 1 herein.
Exterior Research and Design, I.I.C. Evaluation Report 11610.09.06-R16
C&Wcote Of Authorkadon 09S03 FL112MR15
Revision 16: 02/04/2016
Page 8 of 9
I.., NTINITYIERD
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 tile applications, reference is made to FRSA/TRI April 2012
04-12) Installation Manual, Sth Edition and Table 1 herein.
6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt -applied to the substrates noted in
Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide,
and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully adhered in a
complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge.
6.6.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
6.6.4 Consult CertainTeed instructions regarding back -nailing requirements.
6.7 Roofers' Select:
6.7.1 Standard -Slone Application (4:12 and rtreater): Starting at the lower edge of the roof, apply a single layer
of Roofers' Select parallel to the eaves, overhanging drip edge by Y2-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 12:12 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 K-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 QA entity for information on plants covered under Rule 611320-3 QA
requirements.
6. QUALITY ASSURANCE ENTITY:
UL, I.I.C. — QUA9625; (414) 248-6409; karen.buchmann@ul.com
END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16
Certificate of Authorkadon 09503 FL112MR15
Revision 16: 02/04/2016
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