HomeMy WebLinkAboutSUBMITTED PAPERS01A
Permit #: 120 - /
- Planning & Development Services Department
ICOUNTYBuilding & Code Regulation Division 8G,
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652
Tel. 772462-1553 St t4oe
APPLICATION FOR ROOF PERMIT CoU {
SEE REVERSE SIDE FOR INSTRUCTIONS nlJ
1. Location/Site Address: /-/I F4 pi`PXCP, �L 3K.S77l
2. Parcel ID Number: 131 a - Soo - o oat - 06o/9
Office Use
Only
Section
Township
Range
I Map Ppge
I Zoning
Land Use
Initials
.3q5
f
/ ��i
`I L
q
3. Description of Project or Work Activity:
4. Total Roof Area (square feet): �_d 5. Roof Pitch: /fz
6. Type of Roof Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel ( ] Modified Bitumen [ ] Other `
[ ] Product Approval required for all types of Roofing Material (2 Sets) 46)0 59��
[ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
** Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8. Contractor Information
Name: kmdi ai&�el aahez►s FL Reg/Cert #: e&,, U,S-PO a--/
Address: Ea-1, Pnd ZM . County Cert #: 0_05V
City: �r State: Business Name:
9,'c!„e TAe Rooi'ei
Zip: S S7 Phone: M?-" d8"0�0l� CellPhone:
9. Value of Construction: $ lay W
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
PRINT QUALIFIERS/OWNERS NAME URE OF QUALIFIER/OWNER
I
STATE OF FLORIDA, COUNTY OF I _ Le'i e,
ACKNOWLEDGED BEFORE ME THIS _ DAY OF jU,4-� 20 ZBY %C
O IS PERSONAL Y KN ✓ TA E OR HAS PRODUCED AS II?y4NTIFICATION
4�It'�� AU,, Nancy L, Hamilton
COMMISSION#EE035845
ISNAT F NOTARY TYPE OR PRINT NAME OF NOTARY (s � c
'o- r EXPIRES: OCT. 19, 2014
COMMISSION NUMBER rnEo3S84'�_
,,;��°�, www,AARONNoTARY.com
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
I- j
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit # 26r 60 I )
I, P'A. //eW/0-/7d licensed as d(n)Contractor*/Engineer/Architect
(Please print name & circle license type) *FS468 Building Inspector
*General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection.
On or about , I did personally inspect the roof deck nailing
(Date)
work at: hall / Z-/, FI-.101 e1P-C-e) FL -�WS/
(Job site address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S.)
Signature and Seal License #
STATE OF FLORIDA
COUNTY OF c5�• L I.CG!
Swo n-to and sub�c�.ibed�before � me this � � day ofiwtt 20 �
by X e�{Oi r2L DVZ�%Gwu-rn Who is personally kn�to me or who has produced
as identification.
Notary Public, Stat Florida
Signature of Nota .: __
Commission NumbeW EEd q'c (Seal) "lton
T'Y"!"
Nancy L. �Y PGM- OM.N SSI E 315845
En 01/19/2011 3�.'.'o e
fit
ww" WW.
?�� WAARONN TARYccom
Permit No.
State of Florida County of St. Lucie
NOTICE OF COMMENCEMENT
Tax Folio No. /3 / a 8LI9 0 - 00,P-9 - D0%j
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.
of
General description of improvement:
address if
Owner info ation r s ee 'nfor ation if the Lp� ee co tracted for the improvement:
Name
Address `
Interest in property: �f,Ui'I PAY
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor's Name:
Contractor Address:
Surety (if applicable, a co,fp�y� f the payment bond is attached): Amount of bond: $
Name and address: /V� Phone number:
Lender Name:/" Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section,
713.13(1) (a)7., Florida Statutes:
Name: NIP,- Phone Number:
Address:
In addition to himself or herself, Owner designates
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the 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 penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my knoyAeoge and belief. n _
(Signature of Owner or see, or Owner's iir Lessee's Authorized Officer/Director/Partner/Manager
(Signatory's Title/Office)
The foregoing Instrument was acknowledged before me this day o20 -/ �Ll
By&;ai4aw&&s as to for sa4w
Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed
Personally known V or produced Identification
Sign ur of Notary Public - State of Florida)
(Prin T e, or Stamp Commissioned Name of Notary Public) Type of Identification produced
!q,.yPq ,, Nancy L. Hamilton
CAM!11SSION#EE035845
EXPIRES: OCT. 19,2014
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Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
Ronald J Stephens Record: 1 of 1
<<Prev Next » Spec.Assmnt
Taxes Exemptions Permits Home Print
Property Identification
Site Address: 5211 INDIAN BEND LN
ParcellD: 1312-800-0028-000-9
��VdI;IEC�G2
SecJTown/Range: 12 :34S :39E
Account #: 4439
y� _
Map ID: 13/12S
Zoning: RS-4
Land Use: SF Res
City/Cnty: St Lucie County
{
1
Ownership and Mailing
Legal Description
Owner: Ronald J Stephens Patricia
A Stephens HOLIDAY PINES S/D-PHASE II -A- LOT 197 (MAP 13/12S) (OR 752-
Address: 5211 Indian Bend Ln
2856)
Fort Pierce FL 34951-2398
Sales Information
Assessment 2011 Final
Total Land and Building
Date Price Code Deed
Book/Page 2011 Final: 115600
Land Value: 19700 Acres: 0.39
8/28/1991 144000 00 WD
0752 / 2856 Assessed: 115600
Building Value: 95900
2/1/1986 24000 00 CV
0492 / 0455 Ag.Credit: 0
Finished Area: 1832 SgFt
4/1/1985 25000 00 CV
0460 / 1202 Exempt: 50000
8/1/1983 23000 00 CV
0409 / 2196 Taxable: 65600
10/1 /1980 22800 00 CV
0343 / 2476 Taxes: 1531.63
BUILDING INFORMATION
Exterior Features
View: -
RoofCover:
SA - Asph Shingle
RoofStrud:
HP - Hip
ExtType: HC+ - HC+
YearBlt:
1987
Frame:
-
Grade: C+ - C+
EffYrBlt:
1987
PrimeWall:
BS - CB Stucco
StoryHght: 0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAir
AvgHtIFI:
STD
1/213ath: 0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C: 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units Qual. Cond.
YrBlt.
No. Land Use
Type
Measure Depth
SWAV - RES POOL AVG Y 1
300
AV AV
1987
1 0100-SF Res
GFI -Front Ft
91 184.67
PA01 - POOL DK-AVG Y 1
492
AV AV
1987
ENC2 - POOL ENC-AVG Y 1
792
AV AV
1987
4CNT - 4CNT S 1
1
AV AV
1987
SDSF - SITE DEV S-F Y 1
1
AV AV
2001
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/prc.asp?prclid=131280000280009 5/22/2012
REVISIONS
BUILDING ROOF LAYOUT
SCALE: N.TS.
IlAr jAr jAr
.A JQJ (9) 10101 0
L
A
r JA�
ROOF ZONES
SCALE: N.T.S.
COMPONENT & CLADDING DESIGN PRESSURES:
ROOF
LOCATION
ACTUAL
ALLOWABLE
ZONE 1
FIELD
-27.8 PSF
-90.0 PSF
ZONE 2
PERIMETER
-62.4 PSF
-90.0 PSF
ZONE 3
CORNERS
-88.1 PSF
-90.0 PSF
WOOD DECKING:
19/32" (MIN.) PLYWOOD OR WOOD PLANKING @ 24" O.C. SPANS ATTACHED WITH 8d NAILS
@ 6" O.C. MAX. IN THE FIELD & 6" O.C. MAX. AT THE PERIMETER.
CALCULATIONS BASED ON THE ROOFING APP. STANDARD (RAS117)
BONDED ROOF COVER:
COVER PLYWOOD WITH SBS-SA BASE & CAP SHEET (BASED ON FLORIDA PRODUCT
APPROVAL #FL6785-R4).
ZONE 1:
ALLOW. UPLIFT = -90.0 PSF > ACTUAL = .27.8 PSF
ZONE 2:
ALLOW. UPLIFT = -90.0 PSF > ACTUAL = -62.4 PSF
ZONE 3:
ALLOW. UPLIFT w -90.0 PSF > ACTUAL = -88.1 PSF
USE SYSTEM NO. W 32 FROM THE "CARLISLE COATINGS & WATERPROOFING" PRODUCT
APPROVAL #FL6785-R4
NOTES:
1. ROOFING OVER EXISTING WOOD DECK.
2. INSTALL FASTENERS PER REQUIRED
FREQUENCY LISTED ABOVE FOR WOOD
DECKING & ROOF COVER.
3. FOLLOW ALL LOCAL & REGIONAL
ORDINANCES.
4. USE BONDING/FASTENERS AS PER
REQUIRED MANUFACTURERS
SPECIFICATIONS & FL#6785-R4.
5. ALL DIMENSIONS ARE TO BE VERIFIED BY
CONTRACTOR.
9�
PP,
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DESIGN CRITERIA:, •
F
2010 FBC
ASCE 7-10
3
WIND LOAD: 160 MPH
WIND BORNE DEBRIS REGION
MEAN ROOF HEIGHT:' < -16
DRAWN MAY 12
HIP/GABLE ROOF CONDITION..
RY JASON w. a . .R
ENCLOSED BLDG.
f1JDhTJ-asn
BLDG CATEGORY II
Jws
EXPOSURE: "C"
ADJUSTMENT FACTOR: 1.21
AS SHOWN
GCPI: +/- 0.18
END ZONE (A): 5.6'
SF=
Sr1
Florida Building Code Online
FLORIDA 011PARTMIENT OF
Business & l
Professional Regulation
^^�' r��rrr
flodda Departn'te t BCIS Home I Log In I user Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links search
Busines
Professi �"dl Product Approval
■ USER: Public User
Regulation
Product Approval Menu > Product or ADolication Search > Aoolication Llst > Application Detail
FL # FL6785-R4
Application Type Editorial Change
Code Version 2010
Application Status Pending FBC Approval
Comments
Archived ❑
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License`
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Page 1 of 2
Carlisle Coatings & Waterproofing
900 Hensley Lane
Wylie, TX 75098
(717)245-7000 Ext7456
wert@syntec.carlisle.com
Chad Wert
wert@syntec.carlisle.com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
02/20/2013
John W. Knezevich, PE
❑J Validation Checklist - Hardcopy Received
FL6785 R4 COI Trinity ERD CI - Nieminen.pdf
Standard
ASTM D1970
Year
2001
h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvkdyKrmfaLgB... 5/22/2012
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Method 1 Option D
04/11/2012
04/25/2012
04/28/2012
Summary of Products
FL # 1 Model, Number or Name
Description
6785.1 JICCW Roof Underlayments
Self -Adhesive Roofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6785 R4 II er041912FINAL CARLISLE UNDERLAYMENTS FL6785-
R4.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen 59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: 1.) Refer to ER Section 5 for
Evaluation Reports
of Use 2.) Refer to ER Section 6 for
FL6785 R4 AE er041912FINAL CARLISLE UNDERLAYMENTS FL6785-
R4.odf
,Limits
Installation.
Created by Independent Third Party: Yes
Back Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, e-mail addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web
accessibility, please contact our Web Master at webmaster(aadbpr.state.fl.us.
Product Approval Accepts:
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cin..
Norton. secant'"eca"'
SECURED '�
PoWurcd by VeriSigb
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvkdyKrmfaLgB... 5/22/2012
,l TPJNITYIERD
EVALUATION REPORT
Carlisle Coatings & Waterproofing
900 Hensley Lane
Wylie, TX 75098
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report C39180.12.11-R1
FL6785-R4
Date of Issuance: 12/09/2011
Revision 1: 04/22/2012
SCOPE:
This Evaluation Report is issued under Rule 9N-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 designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: CCW Roof Underlayments
LABELING: Each unit shall bear labeling 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. TrinitylERD 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 4.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 04/22/2012
This does not serve as an electronically signed
document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE.'
1. TrinityJERD 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. TrinitylERD is not awned, 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.
- ROOFING COMPONENT EVALUATION: TRINITY I ERD
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: CCW Roof Underlayments, as produced by Carlisle Coatings & Waterproofing,
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
1507.2.4, 1507.2.9.2, Physical Properties ASTM D1970 2001
1507.5.3
3. REFERENCES:
Entity
Examination
Reference
Date
MTI (TST2SO8)
Physical Properties
PX02MOA
01/17/2011
MTI (TST2508)
Physical Properties
PXI6MOA
01/18/2011
MTI (TST2508)
Physical Properties
PXI3MOB
01/18/2011
M-D (CER1592)
HVHZ Compliance
09-0630.13
08/12/2009
ICC-ES (EVL2396)
2006 IBC Compliance
ESR-1556
08/01/2007
UL, LLC. (QUA9625)
Quality Control
Inspection Report, R18678
02/20/2012
4. PRODUCT DESCRIPTION:
4.1 CCW WIP 100 is a self -adhering, fiberglass reinforced, granule surfaced, rubberized asphalt
roof underlayment.
4.2 CCW WIP 250 is a self -adhering, fiberglass reinforced, film surfaced, rubberized asphalt roof
underlayment.
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.3 CCW 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 AH] for approval based on this evaluation combined with supporting data for the prepared
roof covering.
5.4 Allowable roof covers applied atop the underlayments are follows:
Table 1: Roof Cover Options
Asphalt
Foam -On
Wood
Slate &
Underlayment
Shingles
Nail -On Tile
Tile
Metal
Shakes &
Synthetic
Shingles
Slate/Shake
CCW WIP 100
Yes
No
No
No
No
No
CCW WIP 250
Yes
No
No
Yes
No
No
Exterior Research and Design, LLC. Evaluation Report C39180.12.11-R1
certificate of Authorization #9503 FL6785-R4
Revision 1: 04/19/2012
Page 2of4
��TRINITYJERD
5.5 Allowable substrates are noted below:
5.5.1 Direct -Bond to Deck:
Self -adhering membranes applied to:
➢ New untreated plywood;
➢ Primed new untreated plywood;
➢ Existing plywood;
➢ Primed existing plywood;
Note: While not required, CCW-702 or CAV-GRIP primer may be used when deemed
appropriate or when temperatures are below 40°F.
5.5.2 Bond to Mechanically Attached Base Layer:
Self -adhering membranes applied to:
➢ ASTM D226, Type I or II felt;
For installations under mechanically attached prepared roof coverings, base layer shall be
attached per minimum codified requirements.
5.6 Exposure Limitations:
5.6.1 CCW WIP 100 and CCW WIP 250 shall not be left exposed for longer than 30-days after
installation.
6. INSTALLATION:
6.1 CCW Roof Underlayments shall be installed in accordance with Carlisle Coatings &
Waterproofing 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. Prime the substrate
(if applicable) with CCW-702 or CAV-GRIP Primer.
6.3 CCW WIP 100 and CCW WIP 250:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC
Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 While not required, CCW-702 or CAV-GRIP primer may be used when deemed appropriate.
Priming is required when temperatures are below 40°F.
6.3.3 Cut WIP roofing underlayment into 10 to 15 ft lengths. Remove 2 to 3 ft of release film and
align the edge of the membrane, sticky -side down, so it overhangs the drip edge by 3/8-inch.
Continue to remove release film and press as you move across the roof. Use a hand roller
and/or hand pressure to press into place.
6.3.4 Horizontal seams should be minimum 3.5-inches, configured to shed water. Vertical seams
should be 6-inches and staggered not less than 2-ft from vertical seams in the course below.
6.3.5 Consult Carlisle Coatings & Waterproofing for steep slope & back nailing requirements.
6.3.6 For Valleys and Ridges: Cut WIP 100 roofing underlayment into manageable lengths. Align
over the center of the valley, hip or ridge. Remove release film. Press the middle of the
membrane first before working toward the edges. For open valleys, cover roofing
underlayment with metal valley liners.
Exterior Research and Design, LLC. Evaluation Report C39180.12.11-R1
CertiFcate of Authorization #9503 FL678S-R4
Revision 1: 04/19/2012
Page 3 of 4
i
Q�TRINJTYJERD
7. LABELING:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for plants covered under Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL, LLC- QUA9625; (847) 664-3281
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report C39180.12.11-R1
certiFcate of Authorization #9503 FL6785-R4
Revision 1: 04/19/2012
Page 4 of 4
- EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
TRINITY ERD Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P9290.02.08-118
150 Lyon Drive FL1654-R10
Fernley, NV 89408 Date of Issuance: 02/11/2008
Revision 8: 12/06/2011
SCOPE:
This Evaluation Report is issued under Rule 9N-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. The
product described herein has been designed to comply with the 2010 Florida Building Code sections
noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
LABELING: Each unit shall bear labeling 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 "Trinity I ERD Evaluated"
may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then
it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 5, plus a 30-page Appendix.
Prepared by:
5�=
The facsimile seal appearing was authorized
-pp_ ;'4 by Robert Nieminen, P.E. on 12/06/2011
This does not serve as an electronically signed
'�sbq tiC'r`.: •' document. Signed, sealed hardcopies have been
Robert J.M. Nieminen, P.E. '��,s�ip��l�;��7 transmitted to the Product Approval Administrator and
Florida Registration No. 59166, Florida DC ANEd983 4"""" to the named client pp
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a
financial interest in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a 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.
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by
Polyglass USA, Inc., 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
FM 4474
2004
1504.7
Impact
FM 4470
1992
1507.11.2
Physical Properties
ASTM D6163
2000
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2002
3. REFERENCES:
Entit
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P30540.11.09-R1
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970
12/02/2009
FM Approvals (TST1867)
FM 4470
2W7A7.AM
08/04/1994
FM Approvals (TST1867)
FM 4470
OD3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
2D5A9.AM
06/22/1999
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000
FM Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
3001334
02/15/2000
FM Approvals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
07/29/2002
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals (TST1867)
FM 4470
3019317
06/30/2004
FM Approvals (TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
3018332
01/31/2006
FM Approvals (TST1867)
FM 4470/4474
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
302,4594
05/23/2006
FM Approvals (TST1867)
FM 4470/4474
3023458
07/18/2006
FM Approvals (TST1867)
FM 4470/4474
3030668
09/12/2007
FM Approvals (TST1867)
FM 4470/4474
3032172
06/12/2009
PRI (TST5878)
Physical Properties
PUSA-062-02-01
12/04/2007
PRI (TST5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST5878)
Physical Properties
PUSA-064-02-02
02/27/2008
PRI (TST5878)
Physical Properties
PUSA-062-02-02
12/04/2008
UL (QUA1734)
Quality Control
UL File R14571
Exp. 11/30/2012
Miami -Dade (CER1592)
HVHZ Compliance
Various NOAs
Various
Miami -Dade (CER1592)
Proposal for Review
10-0823
10/12/2010
Exterior Research and Design, LLC. Evaluation Report P9290.02.08-R8
Certificate of Authorization #9503 FL1654-R10
Revision 8: 12/06/2011
Page 2of5
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with
Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein.
The following Polyglass membranes make up the subject systems.
Table 1: Roll -Goods for Polyglass Modified Bitumen Roof Systems
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Modibase
ASTM D4601
N/A
II
SBS Membranes
Elastobase
ASTM D6163
S
I
Elastoflex V
ASTM D6163
S
I
Elastoflex SA V Base
ASTM D6163, Table 2
S
I
Elastoflex SA V FR Base
ASTM D6163, Table 2
S
I
Elastoflex SA V Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastoflex SA V Vent
ASTM D6163
S
I
Elastoflex SA V Vent FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
I
Elastoflex S6
ASTM D6164
S
I
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko MOP
ASTM D6164
S
I
Polyfresko MOP FR
ASTM D6164
S
I
Elastoshield TS G
ASTM D6164
S
I
Elastoshield TS G FR
ASTM D6164
G
I
Elastoflex SA P
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I
Polyfresko SBS SAP
ASTM D6164
S
I
Polyfresko SBS SAP FR
ASTM D6164
S
I
APP Membranes
Polyflex
ASTM D6222
S
I
Polyflex G
ASTM D6222
G
I
Polyflex G FR
ASTM D6222
G
I
Polyfresko Torch
ASTM D6222
S
I
Polyfresko Torch FR
ASTM D6222
S
I
Polybond
ASTM D6222
S
I
Polybond G
ASTM D6222
G
I
Polyflex SA P
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
G
I
Polyfresko APP SAP
ASTM D6222
S
I
Polyfresko APP SAP FR
ASTM D6222
S
I
Polykool
ASTM D6222
S
I
Polybianko
ASTM D6222
S
I
Exterior Research and Design, LLC. Evaluation Report P9290.02.08-118
Certificate of Authorization #9503 FL1654-RIO
Revision 8: 12/06/2011
Page 3 of 5
�..TRINITY I I ERD
5. LIMITATIONS:
5.1 This Evaluation Report is not for use in HVHZ.
5.2 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior
in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and
installed to meet project design criteria to the satisfaction of the AHJ.
5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510.
5.6 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum
design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure
determined in accordance with FBC Chapter 16. 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 and FM LPDS 1-29. '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.
5.7 For fully -adhered insulation, the maximum design pressure for the selected assembly shall
meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems
5.8 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be
tested in the existing deck for withdrawal resistance. A qualified design professional shall
review the data for comparison to the minimum requirements for the system. Testing and
analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
5.9 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover
installation, the existing deck or existing roof surface shall be examined for compatibility with
the adhesive to be installed. If any surface conditions exist that bring system performance into
question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or
TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
5.10 For bonded insulation or membrane over existing substrates in a recover installation, the
existing roof system shall be capable of resisting project design pressures on its own merit to
the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM
E907, FM LPDS 1-52 or TAS 124.
5.11 Metal edge attachment (exept gutters), shall be designed and installed for wind loads in
accordance with FBC Chapter 16 and tested for for resistance in accordance with ANSI/SPRI
ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.
5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC
and F.A.C. Rule 9N-3.
6. INSTALLATION:
6.1 Polyglass Modified Bitumen roof systems shall be installed in accordance with Polyglass USA,.
Inc. published installation instructions, subject to the Limitations / Conditions of Use noted
below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1.
Ekterior Research and Design, LLC. Evaluation Report P9290.02.08-118
Certificate of Authorization ##9503 FL1654-RIO
Revision 8: 12/06/2011
Page 4of5
t'RINITY I ERR
6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without
adverse effect on the system wind load performance. Refer to current Roofing Materials
Directory for fire ratings associated with coating usage.
➢ PG200 Non Fibered Roof Coating or Mule -Hide 111 Non-Fibrated Roof Coating;
➢ PG300 Fibered Roof Coating or Mule -Hide 102 Fibrated Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof
Coating;
➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating;
➢ PG700 White Reflective Roof Coating;
➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated;
➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated
Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum
Roof Coating;
➢ Polybrite 70 White Elastomeric Roof Coating.
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 noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA
requirements
9. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories - QUA1743; (314) 578-3406, k.chancellor@us.ul.com
- THE 30-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 139290.02.08-118
Certificate of Authorization #9503 ' • FL1654-R10
Revision 8: 12/06/2011
Page 5 of 5
',j TRIM Y { ER®
TABLE IE: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Base Sheet
Roof Cover
MDP (psf)
Base
Fasteners
Attach
Ply
Cap
No.
Roof Deck
Min. 19/32-inch plywood at
32 ga., 1-5/8-inch diameter
6-Inch o.c. In 4-inch lap
and Inch in four,
(Optional) One or
more
SBS-AA, SBS-
112.5
W-30
max. 24-inch spans attached
Elastobase or Elastobase Poly
tin caps with 11 ga. annular
spaced,
equally spaced,
11
A, SB
SBS-AA, SBS-TA
TA, APP-TA
6-Inch o.c. with #8 screws
ring shank nails
staggered center rows
or APP-TA
(Optional) One or
Min. 19/32-Inch plywood at
Elastobase or Elastobase Poly with poly
32 ga., 1-5/8-inch diameterSBS-
tin caps with 11 ga. annular
In 4-Inch lap
6-inch
and 6-inch o.c. In four,
and
more Ilex SA (no
E/astofiex SA V
SBS-SA, APP-
112.5
W-31
max. 24-Inch spans attached
top surface
ring shank Halls. Note: Tin
equally spaced,
Base or ElastoFlex
SA, SBS-TA or
AP; -TA
6-Inch o.c. with #8 screws
caps are to be primed with
staggered center rows
SA Base),
PG100 orASTM D41 primer.
-FR
SBS-TA or APP-TA
TABLE 1F: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System N..N
Deck
Primer;
Roof Cover
MDP_-(Psf)-�
]oint Treatment Base
x24-inch spans attached 6
r
SS -
(Optional) 565 SA,
SB5=5A; APP SA _
90 0
W-32
I a.¢, with 8d rfg shank
gg��
(Opaonaf) PG100
- - —
-SBS TA APP-TA
(Optional) SBS SA,
to or APP-T!C
SBS-SA, APP-SA,
-97 5
MI 15/32-inch plywood at
Plywood joints are covered with 4-Inch
ElastoFlex SA V
W-33
ma . 24-inch spans attached 6-
(Optional) PG100
wide strips of ElastoFlex SA V Plus, rolled
Base or ElastoFlex
SBS-TA or APP-TA
S85-TA or APP-TA
in o.c. with #12 screws
into place to create continuous bond.
SA V FR Base
. 15/32-Inch plywood at
Plywood joints are covered with 4-inch
ElastoFlex SA V Plus
(Optional) SBS SA,
SBS SA, APP-SA,
_
mi x. 24-Inch spans attached 6-
(Optional) PG100
wide strips of ElastoFlex SA V Plus, rolled
I
or ElastoFlex SA V
SBS-TA or APP-TA
SBS-TA or APP-TA135.0
o.c. with #12 screws
Into place to create continuous bond.
Plus FR
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R8 for FL1654-R30
Certificate of Authorization #9503 Revision 8: 12/06/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 9 of 30
l� Florida Building Code Onlit
O
Page 1 of 2
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo, OH 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo, OH 43659
(419)376-8360
mel.sancrant@owenscornig.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Robert J.M. Nieminen
developed the Evaluation Report
Florida License PE-59166
Quality Assurance Entity Underwriters Laboratories Inc.
Quality Assurance Contract Expiration Date 09/26/2014
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL10674 R6 COI Trinity ERD CI Nieminen.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D3161, Class F 2006
ASTM D3462 2007
ASTM D7158, Class H 2O07
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2b... 6/5/2012
Florida Building Code Onlii ) Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Iry of Products
Method 1 Option D
02/16/2012
02/21/2012
02/24/2012
04/03/2012
FL #
Model, Number or Name IlDescriDtion
10674.1
Owens Corning Asphalt Roofing
3-tab, laminated, starter, and hip & ridge
Shingles and Starters
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Installation Instructions
FL10674 R6 II er020612FINAL OC FL10674-
R6 Asphalt Shingles.pdf
Impact Resistant: N/A
Verified By: Robert 1. M. Nieminen PE - 59166
Design Pressure: N/A
Other: Refer to ER, Section 5.
Created by Independent Third Party: Yes
Evaluation Reports
FLI 74 R6 AE er02061.2FINAL OC FL10674-
R6_ Asphalt Shinclles.pdf
Created by Independent Third Party: Yes
Stack Pdext
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web
accessibility, please contact our Web Master at webmasterOdbor.state.Fl.us.
Product Approval Accepts:
rz
���� i 5CY.'ldCit55ti SSi14::�°
i 3 sre ':p yxexl9igf�
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2b... 6/5/2012
F EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
I 353 CHRISTIAN STREET, UNIT #13
' , T 1 ERR OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12
One Owens Corning Parkway FL10674-116
Toledo, OH 43659 Date of Issuance: 02/06/2012
SCOPE:
This Evaluation Report is issued under Rule 9N-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 designed to
comply with the 2010 FBC and 2010 FBC Residential Volume sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Each unit shall bear labeling 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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 02/06/2012
This does not serve as an electronically signed
document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and
to the named client
CERTIFICATION or- INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity] 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.
(TTRINITYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have
demonstrated compliance with the following sections of the Florida Building Code and Florida Building
Code, Residential Volume through testing in accordance with the following Standards. Compliance is
subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2007
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161, Class F
2006
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158, Class H
2O07
3. REFERENCES:
Entity
Examination
Reference
Date
UL (CER1739)
Physicals & Wind Resistance
File R2453, Vol. 3
02/15/2007
UL (TST1740)
Physical Properties
06CA20263
04/18/2006
Miami -Dade (CER1592)
FBC HVHZ Compliance
07-1116.12
02/14/2008
Miami -Dade (CER1592)
FBC HVHZ Compliance
09-0915.12
12/16/2009
Miami -Dade (CER1592)
FBC HVHZ Compliance
10-0817.09
10/27/2010
Miami -Dade (CER1592)
FBC HVHZ Compliance
10-0817.10
10/27/2010
Miami -Dade (CER1592)
FBC HVHZ Compliance
10-0817.08
10/27/2010
Miami -Dade (CER1592)
FBC HVHZ Compliance
10-0817.07
10/27/2010
Miami -Dade (CER1592)
FBC HVHZ Compliance
11-0411.03
06/16/2011
Miami -Dade (CER1592)
FBC HVHZ Compliance
11-0919.05
10/13/2011
UL (QUA1743)
Quality Control
Service Confirmation
Exp. 09/26/2014
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic® and Supreme® are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire° are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 Duration®, Duration° Premium, Oakridge° and WeatherGuard° HP are fiberglass reinforced,
laminated asphalt roof shingles.
4.2 Berkshire® Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant and WeatherGuard° HP
Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Wind Classification:
5.3.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables
1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating
the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V,it = 194 mph).
Refer to Section 6 for installation requirements to meet this wind rating.
Exterior Research and Design, LLC. Evaluation Report 037940.02.12
Certificate of Authorization #9503 FL10674-1116
Date of Issuance: 02/06/2012
Page 2 of 6
6.2.6 Minimum Nailing - Berkshire@:
V1�s
Seatamstrip
!a bra de sdtador
84
8 ya' 911f a+/f 8 ys"
1'
t
1
2" Asphalt rooting oement
Cemaeto de texho de aataho
6.2.7 Minimum Nailing - Duration@ & Duration@ Premium:
4 Nail Pattern
Esquoma de 4 claws
SureNaitslpsteningata'r V*11h
Areade dawsSureNaita
t' t'
IV Exposure rags Erb"Exposure
S%Patg.deexposlddn Clavos 6%pu1g.dedxpos1c16n
6.2.8 Minimum Nailing - Oakridge@:
4 Nail Pattern
Esquema con 4 claws
1r
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— t —
5618"Exposure Nails 66/S"Exposure
Exposidande66/81u# CIAvS Exposiddndo66/6ptdg.
(a"raetdaMSWPS6Nel nunlam 4
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Esquema
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do 6 daws
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6 Nail Pattern
Esquema con 6 claws
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6 6/8" Exposure Claws 6 6/8" Exposu e
Fxpostddn de 65/BPrdg. Exposiddn & G&T putg.
Exterior Research and Design, LLC. Evaluation Report 037940.02.12
Certificate of Authorization #9503 F1.10674-116
Date of Issuance: 02/06/2012
Page 4 of 6
6.3.5 Minimum Nailing — WeatherGuard@ HP Hip and Ridge:
Fig. A � 4
Prevalling Wnp
4 Olrecibn ... A
A\
Nails "_""--------->44
i
t I
1 1
7. LABELING:
Fig. C Hip & Ridge Shingle Fastening
TopVbvi
Nails Nails
VT
_I 1
51 , Exposure
12
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo
of the Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications
detailed in FBC Table 1507.2.7.1 / R905.2.6.1.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule
9N-3 QA requirements.
10. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories — QUA1743; (414) 248-6409; karen.buchmann(cbul.com
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 037940.02.12
Certificate of Authorization #9503 FL10674-116
Date of Issuance: 02/06/2012
Page 6 of 6
5.3.2 All Owens Corning hip & ridge shingles and Starter Strip Plus noted herein are Classified in
accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V,,,t = 194 mph). Refer
to Section 6 for installation requirements to meet this wind rating.
5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60
feet or less. Calculations by a qualified design professional are required for conditions outside
these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.3.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.4 All products in the roof assembly shall have quality assurance audit in accordance with the
Florida Building Code and F.A.C. Rule 9N-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4
or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published
instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2
or R905.2, with the following exceptions:
➢ Berkshire° shingles require minimum five (5) nails per shingle.
➢ WeatherGuard° HP shingles require minimum six (6) nails per shingle.
➢ Starter Strip Plus requires minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of
fastening are required. Contact the shingle manufacturer for details.
6.2.5 Minimum Nailing - Classic® & Supreme:
Normal Mansard or Area paro
Wind Areas High Wind dosvanos y
Aron pars viontos normalos Ames viontos luertes
5"Exposuro
ExposicMa
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Normal Monsord or Ara& pars
Wind Areas High Wind dosvanoa y
Aron porn viontos normalos Aroas viontos firertos
r r
•L__._
8 W8 Exposure
Exposicl6n
Evaluation Report 037940.02.12
FL10674-R6
Date of Issuance: 02/06/2012
1 Page 3 of 6
6.2.9 Minimum Nailing - WeatherGuard® HP:
Ciw�r IeY°ri lwaib
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire° Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant and
WeatherGuard° HP Hip and Ridge Shingles shall comply with the manufacturer's current
published instructions, using four (4) nails per shingle. Refer to Owens Corning published
information on wind resistance and installation limitations, including the use of hand -sealing for
wind warranties.
6.3.2
C-193
6.3.4
Fasteners shall be in accordance with the manufacturer's published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
Minimum Nailing - Berkshire® Hip & Ridge and High Ridge:
Fig.1 4
Direction
VNnU \�A�
Nails fe,
i A
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i 1 1 i
1 i
v v w r
Exposure
Minimum Nailing - Hip & Ridge with Sealant:
tternn Fig. 2 -High WM Fastening ftttem
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rriYii�n ryShingrk- - �•
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„ Fastening S Vtk? S Er ExRosti e
Distance �
12
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Fig. 2
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Evaluation Report 037940.02.12
FL10674-R6
Date of Issuance: 02/06/2012
Page 5 of 6