HomeMy WebLinkAbout1109 W 10 StCITY OF SANFORD
RECEIVED BUILDING & FIRE PREVENTION
' PERMIT APPLICATION
LJUN 2 1016
y Application No: 1 I
Documented Construction Value: $
Job Address: 11( j�f _ DAK 2}. ^ nQk6 iFly 32� � Historic District: Yes ❑ No,�
Parcel ID: -S -00 — O ResidentialKCommercial ❑
Type of Work: New E4 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: ,rer0OP 123Q '<,hit (llf_ e.d a Q
Plan Review Contact Person: u ) Z !.C& P Y Title:
Phone: Fax:
Prope Owner Information
Name one:
Street: UResident of property?
City, State Zip:
Name TOTAL HOME ROOFING
Street: 165 W ST RD 434
City, State Zip:
Contractor Information
WINTER SPRINGS FL 32708
Phone: 4079603810
Fax:
State License No.: CCC1330489
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail:
Mortgage Lender.
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE' OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit most be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, beaters, 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 30,201 S
Permit Application O V
�:r
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 �"'1 and zonin �._
. 4 5
Signature of Owner/A t Date Si h.— of Co t Date
�a 4� R4P-J
PrintO /Agent's Name
Y
Signeitum of Notary -State of Florida Date
►*r "'ei,�
•'
CHRISTIW► MACAR MUR
MY COMMISSION 1 FF 064139
* *
EXPIRES: October 17.2017
Owner/Agent is Pe
nown to Me r
Produced ID
Print Contras Age r
Signature of Notary-Sta f Flonda Date
ro��pr vue��C LUZ K. LOPEZ
* MY COMMISSION 9 FF 959062
w �XPIIiC�B: Januery to. 2020
,S'Eorv� kmeaiAi49ud4N
10" 5
Contractor/Agent is
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑
Construction Type:
Total Sq Ft of Bldg;
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
# of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures,
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING: UTILITIES:
-COMMENTS:
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
THIS INSTRUMENT PREPARED BY:
Name: TOTAL HOME ROOFING
Address: 165 W ST RD 434 Winter Springs. FL 32708
11ARYANNE 11ARSEr SE111NOLE COUNTY
CLERK'OF CIRCUIT COURT 6 COMPTROLLER
BK 8711 Ps 1784 (1Pgs)
CLERK'a 2016064
NOTICE OF COMMENCEMENT RECORDEDT06/ 21/2016111:33:5, AN
kECURDING FEES $1.0.00
State of Florida RECORDED BY jeckenre
County of Seminole
Permit Number: Parcel ID Number: 2.5-19::3Lt SRJA— O UUO— -2�
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 available)
-r-0 f--4 Orr ,1 150 5+ 0F 14
GENERAL DESCRIPTION OF IMPROVEMENT:
re -roof ONLY
OWNER INFORMATI N:
Name Qom. _1 hf-I
Address
Fee Simple Title Holder (if other than owner) Name.
Address -
CONTRACTOR:
Name: Total Home Properties DBA Total Home Roofing
Address. 165 W ST RD 434 Winter Springs, FL 32708
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates
w
To receive a copy of the Lienor's Notice as Provi 4d in
Section 713.13(1)(b), Florida Statutes. J�N V
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless `'
different date is r
2
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.
rte`";o!�q
�f
Owner's Signature Omer's Punted Name
i "
Y
a�
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.'
c s y
�hs.1►�V��
y '1
tai 1`�
State of FLORIDA County of SEMINOLE
W
`a
O
00
Z
The foregoing instrument wa cknowledged before me this day of 20 W F
b 1
Y �� Che W s personally know e ❑
Z? o
> o O:
Name o1 person making statement
Q ? W
OR who has produced identification ❑ type of identification produced:
6
Cr
W
8�-i
'P •�e4t. CHRISTINA MACARTHUR
IdY C(, 131SSION 9 FF (',44159x
o o
a z
Notary Signature
o: g
7 EXviRF$: 0,',ober 17, 2017
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�R•0, i,� Ba. 9"j Tkti £4'�g,'l M171'ery Strrices
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m
POWER OF ATTORNEY
Date: 6/15/16
I hereby name and appoint HELGA TORRES
of TOTAL HOME ROOFING
In fact to act for me and apply to the
RE -ROOF permit.
CITY OF SANFORD
For work to be performed at a location described as:
Parcel ID: 25-19230-5AH-0000-023B
Subdivision: ROBINSONS SURVEY OF AN ADD TO SANFORD
to be my lawful attorney.
Building Department for a
Owner of property and address: DALE REICHEL-1109 W 10TH ST, SANFORD FL 32771
And to sign my name and do all things necessary to this appointment.
ROBERT DONOVAN CCC1330489
(Type or print name.eft tft)Fd contractor and license number)
(Signature of certified contrac-erg
The foregoing instrument was acknowledged before me this 15 day of_i5of 20_U,,,_
by Robert Donovan, who is personally known to me.
State of Florida
County of Seminole r°�rv`���� LUZK LOPEZ
MY COMMISSION H FF 949082
EXPIRES: January 10, 2020
f,�fFOf F�OQ�f ft4od Thru 8udP1 N0W y SavkM
(Notary signature)
t: ` -"
JUIV 2 z 2016
TOTAL HOME
•
RANGEANDSEMINOLE COUNTYOFFICE
407-960-3810
BREVARD COUNTY OFFICE
• 321-452-9223
VOLUSIA COUNTY OFFICE
386-233-3244
Name: I— .- L
DATE- ! '
Street / 0 V/. / 0 T H STeCFT
CCC1330489
City/State/Zips(4N�` I` 0/ F� 3
Phone J �rVV n
'•
Home
Cell Phone y O%-�a9 _g yb7
ob
Emall
DESCRIPTION
($ )AMOUNT
ROOF Due Care taken to protect home exterior, shrubs and landscaping.
Includes labor to remove existing shingle roof and haul off
Includes Dumpster. Roll off dumpster for paver driveways
Includes inspecting deck for damage nd enailing to code with 8D rin shank nails G A
Includes replacing new ridge vents (Z �— i4 FOOT0F?-9Ia(0J5 uc , S
�,r�,),
Includes saving gutters, soffit, fascia on existing home (some damage may occur In construction)
Includes replacing existing drip edge In hoice of Z >NN/�/ Beow v o1E- �t
4o�or
Includes 11/4"
roofing collated nailsF6/�rlxJ L,,, p��
Q W6 "f � 0 l %� �
Includes installing new shingles in choice of color H�
Includes replacing all lead boots and goose vents (does not include gas related vents)( 1'
Includes new galvanized metal In all valleys
Includes starter shingles and rige cap per code
Includes obtaining and posting permit W=ocal jurisdiction
Includes magnetically sweeping job site, cleaning out gutters and hauling away debris.
SHINGLES Architectural halt Lifetime Shinglesrr 30m h
UNDERIAYMENT Peel � LL V eA, LL GY S
and stick
301b Fe
MISC 0 e�JT(9-E FLAT i2volC /+(LF j 2/v5�►-ALL !�
Z—i0LY IZQL Le -o 12oi4K' sYs-rt
NCCItb>F
Fv Q 1�
wju C -z) - S HlfS l
Deteriorated existing decking replaced at SS? per sheet of plywood Initial
Deteriorated existing decking replaced at $ 5r per linear ft
'Does not Include painting to match
-7/ 80
'Does not include any stucco repairs where deteriorated (lashing had to be replaced.
WARRANTIES o -Free Gold IS yr non -prorated WORKMANSHIP INCLUDED
Worry -Free Platinum 25 yr all inclusive $
'Flat roofs cavy a 7 year wodunartship warranty N 6 r S I TT
,1 w
INCLUDES NEW WIND MITIGATION INSPECTION TOTAL is(2,986""'
rte—
Aluminum -Fascia and Vinyl Soffit $ EASY FINANCING OPTIONS
Blown in Insulation R $ ;. Monthl -Payment'
Seamless Gutters $ 9.90%•APR' . $ 0
EzteFib Pain'Ttn'
•Not Included In roof price unless specified 'Through Welts Fargo tank with approved credit
•Fin cIng In st b mpl p to start of project.
AIL
Customer: Date: Total a Roofing Date:
I HAVE READ AND UNDERSTAND THIS PROPOSAL, THE TERM AND CONDITIONS AND ALL DOCUMENT
REFERENCED THEREIN AND AGREE TO BE BOUND BY THEIR TERMS.
ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are Satisfactory and are hereby accepted.
Contractor is authorized to do the work as specified. By signing Customer acknowledges that Customer is the owper of the
property where work is to be performed.
ALL PAYMENTS ARE DUE UPON COMPLETION OF THE ROOF. Any delay In payments may result In a 1:5%•interest per 30 days
Wind mitigations are not considered part of the project but offered as a service to our customers through;a•third.party
certified licensed Inspection company and shall not be used as reason for any delay of final payment •
This agreement constitutes the entire contract by and between contractor and owner and parties are not bound by oral expressions
or aaent of either
SCPA Parcel View: 25-19-30-5AH-0000-023B
Page 1 of 2
Property Record Card
rPANW00%CFAParcel: 2579-30•SAH-00000238
Owner. REICHEL DALE J WOR REICHEL CATHY
Oe�Oi°OO1J� Property Address: 1109 W 10TH ST SANFORD, FL 32771
Parcel Information
Parcel
2519-305AH-0000.023B
Owner REICHEL DALE J WOR REICHEL CATHY
Property Address
1109 W 10TH ST SANFORD, FL 32771
Mailing
114 PINEAPPLE CT LONGWOOD, FL 32750
Subdivision Name
ROBINSONS SURVEY OF AN ADD TO SANFORD
Tax District
St-SANFORD
DOR Use Code 01 -SINGLE FAMILY
Exemptions
-
Seminole County GIS
Legal Description
E 50 FT OF W 150 FT OF N
120 FT OF LOT 23
ROBINSONS SURVEY OF AN ADD
TO SANFORD
PB 1 PG 93
Taxes
Value Summary
Tax Amount without SOH: $724.32
2015 Tax Bill Amount $724.32
Tax Estimotor
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
Assessment Value
2016 Working
2015 Certified
Amount Qualified
County General Fund
Values
Values
Valuation Method
$36.485
Cost/Market
i Improved
-1� -Cost/Market
-
Number of Buildings
1 1
1
Depreciated Bldg Value
528,568
$27,674
Depreciated EXFT Value
$100 ' No
$36.485
Land Value (Market)
$7,917
1$7,917
---- - - - -- - - --
-- - - -- ---
336.485 • -
- ^ - - --
$O •
Land Value Ag-
- - - - - - -
- - - -- - - j- - ^ -- - - --
JusVMarket Value'
$36,485
$35,591
Portability Adj—
02850 ; 1218
' so -
-
Save Our Homes Adj -
Amendment 1 Adj
— ISO -
1 s0
Yt50 i
P6G Adj
$0 11 s0
Assessed Value
1$36,485
j $35,591
Tax Amount without SOH: $724.32
2015 Tax Bill Amount $724.32
Tax Estimotor
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
Assessment Value
I Exempt Values
Taxable Value
Amount Qualified
County General Fund
QUIT CLAIM DEED
336.485 -
10
$36.485
Schools
i Improved
336.485
s0
$36.485
-------- •-- ---- ---•-----------
-- 4-•--- - - --
---- - - - -
- --- -
--
City Sanford
$100 ' No
$36.485
s0
$36.485
- -- -- --- ------ ----- - .
SJWM(Saint Johns Water Management)
---- - - - -- - - --
-- - - -- ---
336.485 • -
- ^ - - --
$O •
- -
$36.485
- - - - - - -
- - - -- - - j- - ^ -- - - --
-
t r - — - --
- - - - --
ADMINISTRATIVE DEED
County Bonds
02850 ; 1218
336.485
3100 No
$36.485
-__-.__ - ___ --..-_--_-- - -
-__.-_
y
-- __
. . _ - -_____ ...
-
Sales
Description
Date
Book Page
Amount Qualified
Vac/Imp
QUIT CLAIM DEED
3/1/2008
06950 0035
$100 1 No
i Improved
WARRANTY DEED - -
-
11/1/2006
106484 1502
-
325,000 Yes Improved
-
CORRECTIVE DEED
12/1/2002
04635 1967
$100 ' No
Improved
CORRECTIVE DEED 12/1/2002
WARRANTY DEED 3/1/2002
04635 - 11969
+ 04494 1273
3100 , No
$13,000 No NN
Improved
roved
WARRANTY DEED --- -
- 3/1/2002
- -- 04494 - 1084
__
---- $3,500 No -s
- Improved --
ADMINISTRATIVE DEED
11/1/1994
02850 ; 1218
3100 No
Improved
-__-.__ - ___ --..-_--_-- - -
-__.-_
y
-- __
. . _ - -_____ ...
-
-_-.}______ _
PROBATE RECORDS
7/1/1994
02807 2127
$100 No
Improved
Find Comparable Sales
Land
i --
Method. Frontage Depth Units Units Price Land Value
FRONT FOOT d DEPTH 50.00 120.00 0 $174.00 $7,917
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AH0000023B 6/21/2016
7/10/2015
Florida Building Code-Ordine
R0ijda r)pM nWd SCIS Home I Log In I User Registration I Not Topics Submit Surcharge Stats B Facts . Publications I FOC Staff SCIS Site Map - Links I Search
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USER: Public user
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protluct Approval Menu > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
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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)
FL16709-R2
Revision
2014
Approved
CertainTeed Corporation -Roofing
18 Moores Road
Malvern, PA 19355
(610) 651-5847
mark.d.harner@saint-gobain.com
Mark Harrier
mark.d.harner@saint-gobain.com
Mark Harper
1400 Union Meeting Road
P.O. Box 1100
Blue Bell, PA 19422
(215) 274-2443
Mark.D.Harner@saint-gobain.com
Roofing
Modified Bitumeystem
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE -59166
UL LLC
07/03/2017
John W. Knezevich, PE
4. Validation Checklist - Hardcopy Received
R!"
ASTM D6162
2000
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2008
ASTM D6509
2009
FM 4470
1992
FM 4474
2004
https:/Mrww.11oridabuilding.org/pr/pr_app dN.aspx?param=wGEVXOwlDqu8obl%2flZm6Tv250ccWynek2f7EijnwRnMlzClOjXmYnFadQ%3d%3d 1/2
7/10/2015
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Florida Building Code Online
Method 1 Option D
03/16/2015
03/24/2015
03/26/2015
06/22/2015
FL of Model, Number or Name
Description
16709.1 Flintlastic Modified Bitumen
SBS and APP modified bitumen roof systems
Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16709 R2 11 2015 03 FINAL Al ER CERTAINTEED MODBIT FL16709-
Approved for use outside HVHZ: Yes
R2.Ddf
Impact Resistant: N/A
Verified By: Robert Nieminen PE -59166
Design Pressure: +N/A/ -97.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this application
Evaluation Reports
pertains to the maximum design pressure for one
FL16709 RZ AE 2015 03 FINAL ER CERTAINTEED MODBIT FL16709-
particular assembly for use in Zone 1 (field area)
R2.Ddf
of the roof. Refer to ER Appendix for all systems
Created by Independent Third Party: Yes
and attachment limitations. 2.) Refer to ER
Section 5 for Limits of Use.
enck Nett
Contact Us • • 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487-1824
The State of Florida is an WEED employer. Coovrlaht 2007.2013 State of Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact $50.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address of they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please dick here .
Product Approval Accepts:
® ®®—
CreditSAFE
haps://www.floridabuilding.orglpr/pr_app M.aspx',,Wam=wGEVXQvADqu8obl%2flZm6Tv25QccWyn%2f7EiijnwRnMlzCIOjXmYnFadQ%3d%3d 212
Q0T1mN1TYJERD
EVALUATION REPORT
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report C40730.12.13 -R2
FL16709-R2
Date of Issuance: 12/02/2013
Revision 2: 03/11/2015
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. The product described herein has been evaluated for
compliance with the 51h Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: Flintlastic• Modified Bitumen Roof Systems
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 '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 4, plus 14 -page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
•.e;1K OF, ••'W - The facsimile seal appearing was authorized
R, .. C!r :?`: by Robert Niemmen. P E. on 03/11/2015
C '' ' A t••'•s' J� This does not serve as an electronically signed document. Signed.
:gyp„�7 Vj1LE `� seated hardcopres have been transmitted to the Product Approval
Administrator and to the named client
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.
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.
VTRINITYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Flintlastic° Modified Bitumen Roof Systems, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the
following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Prope
Standard
Year
1504.3.1
Wind
FM 4474
2004
1504.7
Impact
FM 4470
1992
1507.11.2
Physical Properties
ASTM D6162
2000
1507.11.2
Physical Properties
ASTM D6163
2000
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2008
1507.11.2
Physical Properties
ASTM D6509
2009
1519.11
Attachment Requirements
RAS 117
1995
3. REFERENCES:
iniint
Examination
Reference
Date
ERD (TST6049)
Physical Properties
07290.01.08
01/16/2008
ERD (7576049)
Physical Properties
C10080.09.08
09/04/2008
ERD (TST6049)
FM 4470/4474
C8370.08.08 -RI
10/05/2009
ERD (7576049)
FM 4470/4474
C30330.12.09
12/17/2009
ERD (TST6049)
FM 4470/4474
C30560.03.10
03/18/2010
ERD (TST6049)
FM 4470/4474
3539.12.03-R1
04/15/2011
ERD (TST6049)
Physical Properties
C42110.08.12
08/13/2012
ERD (TST6049)
FM 4470/4474
C46090.11.13 -A
11/20/2013
FM (7571867)
FM 4470/4474
3048520
09/19/2013
MTI (TST2508)
Physical properties
DX08C4A
03/22/2004
MTI (TST2508)
Physical properties
DX20E3A
03/22/2004
MTI (TST2508)
Physical properties
DX20E3A-001
01/04/2006
MTI (TST2508)
Physical properties
AX31G8A
08/21/2008
MTI (TST2508)
Physical properties
AX31G8D
09/05/2008
MTI (TST2508)
Physical properties
AX32GBF
06/05/2009
MTI (TST2508)
Physical properties
AX21G8C
01/28/2011
PRI (TST5878)
Physical Properties
CTC -032-02-01
01/16/2008
PRI(TST5878)
Physical Properties
CTC -034.02-01
11/24/2008
PRI(TST5878)
Physical Properties
CTC -066-02-01
08/08/2011
PRI(TST5878)
Physical Properties
CTC -067-02-01
08/08/2011
PRI(TST5878)
Physical Properties
CTC -068-02-01
08/08/2011
PRI(TST5878)
Physical Properties
CTC -070.02-01
08/08/2011
PRI(TST5878)
Physical Properties
CTC -071.02-01
08/08/2011
PRI(TST5878)
Physical Properties
CTC -093-02-01
08/08/2011
PRI(TST5878)
Physical Properties
CTC -116-02-01
04/03/2012
PRI(TST5878)
Physical Properties
CTC -183-02-01
10/04/2013
UL, I.I.C. (QUA9625)
Quality Assurance
Service Confirmation, R11656
Exp. 07/03/2017
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Flintlastic° Modified Bitumen Roof Systems installed in accordance with CertainTeed Corporation
published installation instructions and the Limitations / Conditions of Use herein. The following CertainTeed products make up
the subject systems.
Exterior Research and Design, I.I.C. Evaluation Report 040710.12.13-R2
CertiJkate oJAuthor4otion i19S03 FL16709-R2
Revision 2: 03/11/2015
Page 2 of 4
rTRINITYleRo
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report 040710.12.13-R2
FL16709-R2
Revision 2: 03/11/2015
Page 3 of 4
TABLE 1: ROU -GOODS FOR FLINTLASTIC• MODIFIED BITUMEN ROOF SYSTEMS
Type
Product
Reference
Spec ication
Grade
Type
Base Sheets
Flintlastic SA NailBase
ASTM D4601
N/A
II
Glasbase'" Base Sheet ASTM D4601 N/A
II
All Weather/Empire'" Base ASTM D4601 N/A
II
Flexiglas'" Base ASTM D4601 N/A
II
Flintlastic'" Base 20 ASTM D4601 N/A
It
Flintlastic Poly SMS Base Sheet ASTM D4601 N/A
II
Yosemite Venting Base ASTM D4897 N/A
II
Ply Sheets
Flintglas Ply Sheet Type IV
ASTM D2178
N/A
IV
Flintglas Premium Ply Sheet Type VI ASTM 02178 N/A
VI
Base/Ply Membranes (APP)
Flintlastic APP Base T
ASTM D6509
N/A
N/A
Flintlastic STA ASTM D6222 S
I
Flintlastic STA Plus ASTM D6222 S
I
Cap Membranes (APP)
Flintlastic STA
ASTM D6222
5
I
Flintlastic STA Plus ASTM D6222 S
I
Flintlastic GTA ASTM D6222 G
I
Flintlastic GTA CoolStar'" ASTM D6222 G
I
Flintlastic GTA -FR ASTM D6222 G
I
Flintlastic GTA -FR CoolStar'" ASTM 06222 G
I
Base/Ply Membranes (SBS)
Flintlastic SA PI Base
ASTM D1970
N/A
N/A
Black Diamond* Base Sheet ASTM D1970 N/A
N/A
Flintlastic SA Mid Ply ASTM D6163 S
I
Flintlastic Ultra Glass SA ASTM D6163 S
I
Flintlastic Base 20 ASTM D6163 S
I
Flintlastic Base 20 T ASTM D6163 S
I
Flintlastic FR Base 20 T ASTM D6163 S
I
Flintlastic Ultra Poly SMS Base Sheet ASTM D6164 S
I
Cap Membranes (SBS)
Flintlastic FR Dual Cap
ASTM D6162
G
I
Flintlastic SA Ca FR ASTM D6163 G
I
Flintlastic SA Cap FR CoolStar'" ASTM D6163 G
I
Flintlastic'Cap 30 ASTM D6163 G
I
Flintlastic Cap 30 CoolStar'" ASTM D6163 G
I
Flintlastic FR Cap 30 ASTM D6163 G
I
Flintlastic FR Cap 30 CoolStar'" ASTM D6163 G
I
Flintlastic FR Cap 30 T ASTM 06163 G
I
Flintlastic FR Cap 30 T CoolStar'" ASTM D6163 G
I
Flintlastic SA Cap ASTM D6164 G
I
Flintlastic SA Cap CoolStar'" ASTM D6164 G
I
Flintlastic FR -P ASTM D6164 G
I
Flintlastic FR -P CoolStar'" ASTM D6164 G
I
Flintlastic GMS ASTM D6164 G
I
Flintlastic GMS CoolStar'" ASTM D6164 G
I
Flintlastic GTS ASTM D6164 G
11
Flintlastic GTS CoolStar'" ASTM D6164 G
II
Flintlastic GTS -FR ASTM D6164 G
11
Flintlastic GTS -FR CoolStar'" ASTM D6164 G
11
Flintlastic Premium FR -P ASTM D6164 G
11
Flintlastic Premium FR -P CoolStar'" ASTM D6164 G
11
Flintlastic Premium GMS ASTM 06164 G
11
Flintlastic Premium GMS CoolStar'" ASTM D6164 G
II
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report 040710.12.13-R2
FL16709-R2
Revision 2: 03/11/2015
Page 3 of 4
��TRINITYJERD
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway, 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 HVHZ jurisdictions.
5.3 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.4 The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC
requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper
codified and/or FBC Approval documentation.
5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510.
5.6 The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure
determined in accordance with FBC Chapter 16. This is already addressed in the Appendix tables via "N/A" reference if
the baseline system is "Not Applicable" to Zone 1 design pressure requirements.
5.7 For 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.
5.8 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter
16 and tested for resistance in accordance with ANSI/SPRI ES -1 or RAS 111, except the basic wind speed shall be
determined from FBC Figure 1609.
5.9 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Flintlastic° Modified Bitumen roof systems shall be installed in accordance with CertainTeed Corporation published
installation instructions, subject to the Limitations / Conditions of Use herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. System listings are based on
allowable wind loads per FBC 1609 and a 2 to 1 margin of safety per FBC 1504.9.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
B. MANUFACTURING PLANTS:
Contact the named CW entity for manufacturing facilities covered by F.A.C. Rule 611520-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC. — QUA9625; (414) 248-6409, karen.buchmann@us.ul.com
- THE 14 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior
EPORT-
Exterior Research and Design, I.I.C. Evaluation Report 040710.12.13-R2
Certificate ofAuthorization #9S03 FL16709-RZ
Revision 2:03/11/201S
Page 4 of 4
QOTRINITYIERD'
APPENOIx 1: ATTACHMENT REQUIREMENTS FOR WINO UPLIFT RESISTANCE
Table Deck Application Type Description Page
1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4-5
2 Wood New, Reroof (Tear -Off) or Recover C Mech Attached Insulation, Bonded Roof Cover 6-8
3 Wood New, Reroof (Tear -Off) or Recover 0 Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 9-10
4 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 11-12
5 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-14
The followine notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the QA requirements of F.A.C. Rule 61G20-
3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover.
3. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the tables that follow via
"N/A" reference if the baseline system is "Not Applicable" to Zone 1 design pressure requirements.
S. For existing 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.
6. For Recover Applications using System Type 0, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
7. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report 040710.12.13-R2 for F1.16709-112
Certificate of Authorization #9503 Revision 2:03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 1 of 14
TABLE A: GERTAINTEEO FUNTIASTIC- MODIFIED BITUMEN COMPONENTS Ji: APPLICATION METHODS
Reference
Layer Material
Application
BP -AA
Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
(Base and Ply sheets, Asphalt-
Hot asphalt at 20-40lbs/square
Applied)
Ply Flintglas Ply Sheet Type IV; Fliniglas Premium Ply Sheet Type VI
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS -AA
(SBS, Asphalt -Applied)
Hot asphalt at 20-40 lbs/square
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap;
Cap Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS;
Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar
Base Flintlastic Base 20 T; Flintlastic FR Base 20 T
S8S-TA
Torch -Applied
Ply Flintlastic Base 20 T; Flintlastic FR Base 20 T
Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar, Flintlastic GTS -FR; Flintlastic
(SBS, Torch -Applied)
Cap GTS -FR CoolStar; FlintClad
Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report 040710.12.13-R2 for F1.16709-112
Certificate of Authorization #9503 Revision 2:03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 1 of 14
��TRINITYJERD
8. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. The following summary is the basis for
the attachment tables herein. Table 8 assumes a directionality factor Kd = 0.85, no topographical variations Kzt = 1.0, roof slope < 7' for enclosed buildings, roof slope < 2.4' for open buildings and unobstructed flow
for open buildings, as defined in ASCE 7-10,
TAtiIE A (CONTINUED): CERTAINTEEO fIINTIASTIC-ZMOOIFIEO BIttIMEN COMPONENTS & APPLICATION METHODS
Reference
layer
Material Application
APP -TA
Base
Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus
Exposure
Enclosure
Torch -Applied
(APP, Torch -Applied)
Cap
Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA, Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR CoolStar
Ultimate Design Wind speed - V.% (mph) - FBC Figures 1609A,16098 or 16090
Base
Flintlastic SA PlyBase; Flintlastic SA Mid Ply
565 -SA
(585, Self -Adhering)
Ply
Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self -Adhering
Open
slope < 2.4'
unobstructed
now
Cap
Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar
8. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. The following summary is the basis for
the attachment tables herein. Table 8 assumes a directionality factor Kd = 0.85, no topographical variations Kzt = 1.0, roof slope < 7' for enclosed buildings, roof slope < 2.4' for open buildings and unobstructed flow
for open buildings, as defined in ASCE 7-10,
Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report 040710.12.13-R2 for FL16709-112
Certificate of Authorization #9503 Revision 2: 03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 14
TAaIE B: ROOF CLI1DDIN
DESIGN PRESSURES, AuOWAEIE STRESS DESIGN, PASO (PSF)
Exposure
Enclosure
Roof Height (k)
Ultimate Design Wind speed - V.% (mph) - FBC Figures 1609A,16098 or 16090
Zone
120 130 140 ISO 160 170
180
Open
slope < 2.4'
unobstructed
now
0 < h < 30
1
-12.7
-14.9
-17.2
-19.8
-22.5
-25.4
-28.5
2 -19.4 -22.7 -26.4 -30.3 -34.4 -38.9
43.6
3 -38.0 -44.6 -51.7 -59.4 -67.5 -76.2
-85.5
30<h<40
1 -13.7 -16.1 -18.7 -21.5 -24.4 -27.6
-30.9
2 -21.0 -24.7 -28.6 -32.9 -37.4 -42.2
47.3
3 -41.2 48.4 -56.1 -64.4 -733 -82.8
-92.8
8
Enclosed
slope < 7'
0 < h < 30
1
-15.5
-18.2
-21.1
-24.3
-27.6
-31.2
-34.9
2 -26.1 -30.6 -35.5 -40.7 -46.3 -52.3
-58.6
3 -39.2 -46.0 -53.4 -61.3 -69.7 -78.7
-88.2
30 < h < 40
1 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8
-37.9
2 -28.3 -33.2 -38.5 -44.2 -50.3 -56.8
-63.7
3 -42.6 -50.0 -58.0 -66.5 -7S.7 -85.5
-95.8
C
Open
slope < 2.4'
unobstructed
How
0 < h < 15
1
-15.4
-18.0
-20.9
-24.0
-27.3
-30.9
-34.6
2 -23.5 -27.6 -32.0 -36.8 -41.8 -47.2
-52.9
3 -46.1 -54.1 -62.8 -72.1 -82.0 -92.6
-103.8
15 < h < 20
1 -16.3 -19.1 -22.2 -25.4 -28.9 -32.7
-36.6
2 -24.9 -29.2 -33.9 -38.9 -44.3 -50.0
-56.0
3 -48.8 -57.3 -665 -76.3 -86.8 -98.0
-109.9
20 < h < 30
1 -17.7 -20.8 -24.1 -27.7 -31.5 -3S.6
-39.9
2 -271 -31.8 -36.9 -42.4 -48.2 -54.4
-61.0
3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7
-119.7
30 < h < 40
1 -18.8 22.1 -25.6 -29.4 -33.4 -37.8
-42.3
2 -28.8 -33.8 -39.2 -45.0 -51.2 -57.8
-64.8
3 -56.4 1 -66.2 -76.8 1 -88.2 1 -100.3 1 -113.3
1 -127.0
Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report 040710.12.13-R2 for FL16709-112
Certificate of Authorization #9503 Revision 2: 03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 14
��TRINITYJ ERO
Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report C40710.12.13 -R2 for F1.16709 -R2
Certificate of Authorization 119503 Revision 2: 03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 14
TABIE B (CONTINUED): ROOF liUlD01N5jOF3XN PRESSURES, AUOWA6LE STRES$DESIGN, PASO (PSF)
Exposure
Enclosure
Roof Height (ft)
Ultimate Design Wind Speed - V p (mph)
Zone 120 130 140 1S0 160 170
180
C
Enclosed
slope < 7•
0 < h < 15
1
-18.9
-22.1
-25.7
-29.5
-33.5
-37.8
42.4
2 -31.6 -37.1 43.1 -49.4 -56.3 -63.5
-71.2
3 -47.6 -55.9 -64.8 -74.4 -84.7 -95.6
-107.1
15 < h < 20
1 -20.0 -23.4 -27.2 -31.2 -35.5 -40.1
44.9
2 -33.5 -39.3 45.6 -52.3 -59.6 -67.2
-75.4
3 -50.4 -59.2 -68.6 -78.8 -89.6 -101.2
-113.5
20 < h < 30
1 -21.7 -25.5 -29.6 -34.0 -38.7 -43.6
48.9
2 -36.5 -42.8 49.7 -57.0 -64.9 -73.2
-82.1
3 -54.9 -64.4 -74.7 -85.8 -97.6 -110.2
-123.5
30 < h < 40
1 -23.1 -27.1 -31.4 -36.1 -41.0 -46.3
-51.9
2 -38.7 -45.4 -52.7 -60.5 -68.8 -77.7
-87.1
3 -58.3 -68.4 -79.3 -91.0 -103.6 -116.9
-131.1
D
Open
slope < 2.4•
unobstructed
flow
0 < h < 15
1
-18.6
-21.9
-25.4
-29.1
-33.1
-37.4
-41.9
2 -28.5 -335 -38.8 -44.5 -50.7 -57.2
-64.1
3 -55.9 -65.6 -76.1 -87.3 -99.4 -112.2
-125.8
15 < h < 20
1 -19.5 -22.9 -26.6 -30.5 -34.7 -39.2
44.0
2 -29.9 -35.1 -40.7 -46.7 -53.1 -60.0
-67.3
3 -58.6 -68.8 -79.8 -91.6 -104.2 -117.6
-131.9
20 < h < 30
1 -21.0 -24.6 -28.6 -32.8 -37.3 -42.1
-47.2
2 -32.1 -37.7 -43.7 -50.2 -57.1 -64.4
-72.2
3 -63.0 -73.9 -85.7 -98.4 -111.9 -126.3
-141.6
30 < h < 40
1 -22.1 -25.9 -30.0 -34.5 -39.2 44.3
49.7
2 -33.8 -39.6 -46.0 -52.8 -60.0 -67.8
-76.0
3 -66.2 -77.7 -90.1 -103.5 -117.7 -132.9
-149.0
Enclosed
slope < 7•
0 < h < 15
1
-22.9
-26.8
-31.1
-35.7
-40.6
-45.9
-51.4
2 -38.3 45.0 -52.2 -59.9 -68.2 -77.0
-86.3
3 -57.7 -67.7 -78.5 -90.2 -102.6 -115.8
-129.8
15 < h < 20
1 -24.0 -28.1 -32.6 -37.4 -42.6 -48.1
-539
2 -40.2 -47.2 -54.7 -62.8 -71.5 -80.7
-905
3 -60.5 -71.0 -82.4 -94.5 -107.6 -121.4
-136.1
20 < h < 30
1 -25.7 -30.2 -35.0 -40.2 -45.7 -51.6
-57.9
2 -43.2 -50.7 -58.8 -67.5 -76.8 -86.7
-97.2
3 -65.0 -76.3 -88.5 -101.5 -115.5 -130.4
-146.2
30 < h < 40
1 -27.1 -31.8 -36.8 -42.3 -48.1 -54.3
-60.9
2 -45.4 -53.3 -61.8 -71.0 -80.7 -91.1
-102.2
3 -68.4 -80.2 1 -93.0 1 -106.8 1 -121.5 1 -137.2
-153.8
Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report C40710.12.13 -R2 for F1.16709 -R2
Certificate of Authorization 119503 Revision 2: 03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 14
��TRINITYJERD
TABLE 1: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE A: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
NOMENCLATURE: W = MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIOE LAP FASTENER SPACING (INCH
D.C.);
Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.)
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover
Attach
System
Deck
MOP
At Lap
Staggered
Center Rows
No.
(See Note 1)
Type
Fasteners
Type
Attach
Type
Attach
Base
Ply
Cap
(Psf)
W I X
Y
I Z
SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA) ANCHOR SHEET ATTACHMENT:
W-1
Min. 19/32•
inch plywood;
See Note 1
Glasbase, All
Weather Empire,
Plexiglas Base,
Po SMS or
N
Ultra Poly SMS
32 ga., 1-5/8-
inch dia. tin
caps with 11
ga. annular ring
shank nails
3
8
3
8
Min. 1.5 -inch
ACFoam II,
FlintBoard 150,
ENRGY-3, H -Shield
or Multi -Max FA3
Hot
asphalt,
full
coverage
Min. 0.25 -inch
DenSDeck primed
with ASTM 041
Primer or OensOeck
Prime
Hot
asphalt,
full
coverage
SP -AA,
SBS -AA
SBS -TA or
APP -TA
(Optional)
SP -AA,
SBS•AA,
SBS -TA or
APP -TA
SBS -AA,
SOS -TA or
APP -TA
•52.5
SYSTEM W-1; ZONE 2 & 3; PERIMETER & CORNER AREA ANCHOR SHEET ATTACHMENT:
Ultimate Design Wind Speed - V t (mph)
Exposure
Enclosure
Roo,H'ight
Zone
120
130
140
ISO
160
170
180
X
Y
Z
X Y
Z
X
Y
Z X Y Z
X Y
Z X
Y Z
X
Y Z
2 -Perimeters 8
3
8
8 3
8
8
3
8 8 3 8
8 3
8 8
3 8
8
3 8
0<h<30
3 -Corners 8
3
8
8 3
8
8
3
8 7 3 7
6 3
6 7
4 7
6
4 6
Open
2 -Perimeters 8
3
8
8 3
8
8
3
8 8 3 8
8 3
8 8
3 8
8
3 8
30<h<40
3 -Corners 8
3
8 1
8 3
8
7
3
7 7 3 7
7 4
7 6
4 6
7
5 1 7
B
2 -Perimeters 8
3
8
8 3
8
8
3
8 8 3 8
8 3
8 8
1 3 1 8
7
3 7
0<h<30
3 -Corners 8
3
8
8 3
8
7
3
7 6 3 6
7 4
7 6
4 6
7
5 7
Enclosed
2 -Perimeters 8
3
8
8 3
8
8
3
8 8 3 8
8 3
8
7 4 7
7
4 7
30<h<40
3 -Corners 8
3
8
8 3
8
7
3
7 6 3 6
7 4
7 6
4 6
7
5 7
2 -Perimeters 8
3
8
8 3
8
8
3
8 8 3 8
8 3
8
8 3 8
8
3 8
0<h<15
3 -Corners 8
3
8
8 3
8
7
3
7 6 3 6
6 4
6 7
5 7
6
5 6
2 -Perimeters 8
3
8
8 3
8
8
3
8 8 3 8
8 3
8 8
3 8
7
3 7
15<h<20
3 -Corners 8
3
8
7 3
7
6
3
6 7 4 7
6 4
6 6
5 6
6
5 6
C
Open
2 -Perimeters 8
3
8
8 3
8
8
3
8 8 3 8
8 3
8
7 3 7
7
3 1 7
20<h<30
3 -Corners 8
3
8
7 3
7
6
3
6 6 4 6
7 5
7 6
5 6
N/A
2 -Perimeters 8
13
8
8 3
8
8
3
8 8 3 8
8 3
8
7 1 3 1 7
8
4 8
30<h<40
3 -Corners 7
3
7
6 3
6
7 1
4 1
7 1 6 4 6
6 1 5
1 6 1
N/A
N/A
Exterior Research and Design, U.C. d/b/a Trinity l ERD Evaluation Report C40710.12.13 -R2 for FL16709-R2
Certificate of Authorization #9503 Revision 2: 03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 14
VTRINITYIERD
TABLE I (CONTINUED): WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE A: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
NOMENCLATURE: W = MINIMUM SIOE LAP WIDTH (INCH); X = MAXIMUM SIOE LAP FASTENER SPACING (INCH O.C.);
Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.)
SYSTEM W-1; ZONE 2 & 3; PERIMETER & CORNER AREA ANCHOR SHEET ATTACHMENT:
Ultimate Design Wind Speed — Vw, (mph)
Exposure
Enclosure
RoofHeight
Zone 120
130
140
150
160
170
180
X Y
Z
X
Y
Z X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
7
3
7
7
3
7
6
3
6
0<h<15
3 -Corners 8 3
8
7
3
7 6
3
6
7
4
7
6
4
6
7
5
7
6
5
6
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
7
3
7
6
3
6
7
4
7
15<h<20
3 -Corners 8 3
8
7
3
7 6
3 1
6
7
4
7
7
5
7
6
5
6
N/A
C
Enclosed
2 -Perimeters 8 3
8
8
3
8 8
3
8
7
3
7
6
3
6
7
4
7
6
4
6
20<h<30
3 -Corners 7 3
7
7
3
7 7
4
7
6
4
6
6
5
6
N/A
N/A
2 -Perimeters 8 3
8
8
3
8 8
3
8
7
3
7
6
3
6
7
4
7
6
4
6
30<h<40
3 -Corners 7 3
7
6
3
6 7
4
7
7
5
7
6
5
6
N/A
N/A
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8
7
3
7
8
4
8
0<h<15
3 -Corners 7 3
7
6
3
6 7
4
7
6
4
6
6
5
6
6
5
6
N/A
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
7
3
7
7
3
7
8
4
8
15<h<20
3.Corners 7 3
7
6
3
6 7
4
7
7
5
7
6
5
6
N/A
N/A
Open
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
7
3
7
7
3
7
7
4
7
20<h<30
3 -Corners 7 3
7
7
4
7 6
4
6
6
5
6
N/A
N/A
N/A
2 -Perimeters 8 3
8
8
3 1
8 8
3
8
1 8
3
8
7
3
7
8
4
8
6
5
8
30<h<40
3 -Corners 6 3
6
7
4
7 6
4
6
6
5
6
N/A
N/A
N/A
0
2 -Perimeters 8 3
8
8
3
8 8
3
8
7
3
7
6
3
6
7
4
7
6
4
67
O<h<15
3 -Corners 7 3
7
6
3
6 7
4
7
7
5
7
6
S
6
N/A
N/A
2 -Perimeters 8 3
8
8
3
8 7
3
7
7
3
7
7
4
7
7
4
7
15<h<20
3 -Corners 7 3
7
7
4
7 6
4
6
7
5
7
N/A
N/A
Enclosed
2 -Perimeters 8 3
8
8
3
8 7
3
7
6
3
6
7
4
7
6
4
6
20<h < 30
N/A
3 -Corners 6 3
6
7
4
7 7
5
7
6
5
6
N/A
N/A
2 -Perimeters 8 3
8
7
3
7 7
3
7
7
4
7
7
4
7
30< h <40
N/A
3.Corners 6 1 3 1
6
1 7
4
7 7
5
7
6
5
6
N/A
Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report C40710.12.13 -R2 for FL16709-R2
Certificate of Authorization #9503 Revision 2: 03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 5 of 14
VTRINITYIERD
TABLE 2: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Deck
Top Insulation Layer Roof Cover
Base Insulation layer
MOP (psf)
Type Fasteners Attach Base Ply Cap
No.
(See Note 1)
SYSTEM DESCRIPTION wrrH ZONE 1 (FIELD AREA) INSULATION ATTACHMENT:
Min. 19/32 -inch
(Optional) One more layers,
Min. 1.5 -Inch ACFoam II, ENRGY 3, H-
Flintfast 3 in. Insulation
Pattern
W-2
plywood; See Note 1
n, loose laid
any combination,
Shield, Multi -Max FA3 or FlintBoard ISO
Plates with Flintfast #12
(Optional)
t'
1 per 2 ft
SBS SA
SBS -SA
SBS -SA
-45.0
primed with FlintPrime SA
or #14
INSULATION ATTACHMENT PATTERN REFERENCES:
PATTERN #1:
PATTERN #2:
PATTERN 113:
PATTERN #4:
PATTERN #S:
PATTERN #6:
1 per 2 ft=
1 per 1.4S ft'
1 per 1.33 ft=
1 per 1.14 ft=
1 per 1.00 ft"
1 per 0.84 ft=
+
+++
Z♦
fiA1
�
.
+
+ + +
+++++
...
(♦.. .♦
+ +
++ +
++++
+ +
+ + +
+ + + +
®g�D
+
LL
+ ++
++ + +
�
+ + +
+ +
♦...
�.
+
++++
—►�`°�r-
t
}
�I>b
��1 t
—J.L—
-►(>ol♦ f
�®ir I
��VZ
L_�J__s--I
3Wc --'•�1
-J.If
SYSTEM W-2; ZONE 1, 2 & 3; FIELD, PERIMETER & CORNER AREA INSULATION ATTACHMENT:
Roof Height
Ultimate Design Wind Speed — Vot (mph)
Exposure
Enclosure
(k)
Zone
120 130 140 ISO 160 170 180
1 -Field
#1 #1 #1 #1 #1 #1 #1
2 -Perimeters
#1 #1 #1 #1 #1 #1 #1
0 < h < 30
3 -Corners
#1 #1 #2 #2 #4 #5 #5
8
Open
1 -Field
#1 #1 #1 #1 #1 #1 #1
2 -Perimeters
#1 #1 #1 #1 #1 #1 #2
30 < h < 40
3 -Corners
#1 a2 #2 #3 #4 #5 #6
Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report 040710.12.13-112 for FL16709-R2
Certificate of Authorization #9503 Revision 2:03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 6 of 14
TABLE 2 (1
QOTRINITYIERD
.ONTINUED): WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
SYSTEM W-2; ZONE 1, 2 & 3; FIELo, PERIMETER & CORNER AREA INSuLAnoN ATTACHMENT:
Exposure
Enclosure
Roof Height
Ift)
Zone
120
130
Ultimate Design Wind Speed — V„ a (mph)
140 ISO 160
170
180
8
Enclosed
0 < h < 30
1 -Field
#1
#1
#1
#1
#1
#1
#1
2 -Perimeters #1 #1 #1 #1 #2 #2
#2
3 -Corners #1 #2 #2 #3 #4 #5
#6
30 < h < 40
1 -Field #1 #1 #1 #1 #1 #1
#1
2 -Perimeters #1 #1 #1 #1 #2 #2
#3
3 -Corners #1 #2 #2 #4 #4 #5
#6
Open
0 < h < 15
1 -Field
#1
#1
#1
#1
#1
#1
#1
2 -Perimeters #1 #1 #1 #1 #1 #2
#2
3 -Comers #1 #2 #3 #4 #5 #6
N/A
15 < h < 20
1 -Field #1 #1 #1 #1 Ni #1
#1
2 -Perimeters #1 #1 #1 #1 #2 02
#3
3 -Corners #2 #2 #4 #5 #5 #6
N/A
20 < h <,10
1 -Field #1 #1 #1 #1 #1 #1
#1
2 -Perimeters #1 #1 #1 #1 #2 #2
#3
3 -Corners #2 #3 #4 #5 #6 N/A
N/A
30 < h < 40
1 -Field #1 #1 #1 #1 #1 #1
#1
2 -Perimeters #1 #1 #1 #1 #2 #2
#3
3 -Corners #2 #4 #5 #6 #6 N/A
N/A
C
Enclosed
0 < h < 15
1 -Field
#1
#1
#1
#1
#1
#1
#1
2 -Perimeters #1 #1 #1 #2 #2 #3
#4
3 -Corners #2 #2 #3 #4 115 116
N/A
15 < h < 20
1 -Field #1 #1 #1 #1 #1 #1
#1
2 -Perimeters #1 #1 #2 #2 #2 #4
#4
3 -Corners #2 #2 #4 #5 #6 #6
N/A
20 < h < 30
1 -Field #1 #1 #1 #1 #i #1
#2
2 -Perimeters #1 #1 #2 #2 #3 #4
#5
3 -Corners #2 #3 #4 #5 96 N/A
N/A
30 < h < 40
1 -Field #1 #1 #1 #1 91 #2
#2
2 -Perimeters #1 #2 #2 #3 #4 #5
#6
3 -Corners #2 #4 #5 #6 N/A N/A
N/A
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report C40710.12.13 -R2 for F1.16709-112
Certificate of Authorization #9503 Revision 2:03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 7 of 14
TABLE 2 (1
��TRINITYJERD'
:ONTINUED): WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
SYSTEM W-2; ZONE 1, 2 & 3; FIELD, PERIMETER & CORNER AREA INsutATioN ATTACHMENT:
Exposure
Enclosure
Roof Height
(ft)
Zone
120
130
Ultimate Design Wind Speed — V,* (mph)
140 ISO 160
170
180
Open
0<h<15
1 -Field
#1
#1
#1
#1
#1
#1
#1
2 -Perimeters #1 #1 #1 #1 #2 #2
#3
3 -Corners #2 #4 #4 #6 #6 N/A
N/A
1S < h < 20
1 -Field #1 #1 #1 #1 #1 #1
#1
2 -Perimeters #1 #1 #1 #2 #2 #2
#4
3 -Corners #2 #4 #5 #6 N/A N/A
N/A
20<h<30
1 -Field #1 #1 #1 #1 #1 41
#2
2 -Perimeters #1 #1 #1 #2 #2 #3
#4
3 Corners #3 #4 #S #6 N/A N/A
N/A
30 < h < 40
1 -Field #1 #1 #1 #1 #1 #1
#2
2 -Perimeters #1 #1 #2 #2 #3 #4
#4
3 -Corners #4 #5 #6 N/A N/A N/A
N/A
D
Enclosed
0 < h < 15
1 -Field
#1
#1
#1
#1
#1
#2
#2
2 -Perimeters #1 #1 #2 #2 #4 #5
#5
3 -Corners #2 #4 #5 #6 #6 N/A
N/A
15 < h < 20
1 -Field #1 #1 #1 #1 #1 #2
#2
2 -Perimeters #1 #2 #2 #3 #4 #5
#6
3 -Corners #3 114 #5 #6 N/A N/A
N/A
20 < h < 30
1 -Field #1 #1 #1 #1 #2 #2
#2
2 -Perimeters #1 #2 #2 #4 #5 #5
#6
3 -Corners #3 #5 #6 #6 N/A N/A
N/A
30 < h < 40
1 -Field #1 #1 #1 #1 #2 #2
2 -Perimeters #2 #2 #3 #4 #5 #6
3 -Corners #4 #5 #6 N/A N/A N/A
N/A
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report 040710.12.13-R2 for FL16709-R2
Certificate of Authorization #9503 Revision 2: 03/11/2015
Prepared by: Robert Neeminen, PE -59166 Appendix 1, Page 8 of 14
QOTRINITYIERD
TABLE 3: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE D: INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
NOMENCLATURE: W = MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING
(INCH
D.C.);
Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.)
Insulation Layer(s)
Base or Anchor Sheet
Roof Cover
Attach
System
Deck
MOP
At Lap
Staggered Center
ROWS(s)
No.
(See Note 11
Type
Attach Base
Fasteners
Ply
Cap
(psf)
W
x
Y
z
SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA) BASE SHEET ATTACHMENT:
W-3
Min. 15/32-
inch plywood;
See Note 1
Min. 1.5 -inch, One
or more layers, any
combination
Prelim.
Attach
Glasbase; Flexiglas; Flintlastic
Base 20, Poly SMS Base; Ultra
Poly SMS Base; Yosemite
Flintfast 3 in. Insulation Plates
With Flintfast #12 or #14
4
6
3
6
(Optional) BP -AA,
SBS -AA, SBS -TA or
APP -TA
SBS -AA,
SBS -TA or
APP -TA
-97.5
SYSTEM W-3; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT:
Ultimate Design Wind Speed — V„h (mph)
Exposure
Enclosure
Roof Hight
(ft2-Perimeters
Zone 120
130
140
150
160
170
180
6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6
0<h<30
3 -Corners 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6
Open
2 -Perimeters 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6
30<h<40
3 -Corners 6 3
6
6
3
6
6
3
66
3
6
6
3
6
6
3
6
6
3
6
B
2 -Perimeters 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6
0<h<30
3 -Corners 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6'
Enclosed
2 -Perimeters 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6
30<h<40
3 -Corners 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6
2 -Perimeters 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6
0<h<15
3 -Corners 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
7
4
7
2 -Perimeters 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6
15<h<20
3 -Corners 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
7
4
7
C
Open
2 -Perimeters 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6
20<h<30
3 -Corners 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
7
4
7
6
4
6
2 -Perimeters 6 3
6
6
3
6
6
3
6
6 3
6
6
3
6
6
3
6
6
3
6
30<h<40
3 -Comers 6 3
6
6 1
3 _Lj
6
3
6
1 6 3
6
7 1
4 1
7
6 1
4
6
6
4
6
Exterior Research and Design, I.I.C. d/b/a Trinity(ERD Evaluation Report 040710.12.13-112 for FL16709-R2
Certificate of Authorization #9503 Revision 2:03/11/2015
Prepared by: Robert Niemmen, PE -59166 Appendix 1, Page 9 of 14
QININ I ERD
TABLE 3 (CONTINUED): WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE D: INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
NOMENCLATURE: W = MINIMUM SIDE UIP WIDTH (INCH); X = MAXIMUM SIOE LAP FASTENER
SPACING (INCH D.C.);
Y = MINIMUM N OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.)
SYSTEM W-3; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT:
Ultimate Design Wind Speed — VA (mph)
Exposure
Enclosure
Roof Hight
Zone
120
130
140
ISO
160
170
ISO
X
Y
Z
X
Y
2 X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
6
3
6
0<h<15
3 -Corners 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
7
4
7
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
6
3
6
15<h<20
3 -Corners 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
1 7
4
7
6
4
6
C
Enclosed
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
6
3
6
20<h<30
3 -Corners 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
7
4
7
6
4
6
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
6
3
6
30<h<40
3 -Corners 6
3
6
6
3
6 6
3
6
6
3
6
7
4
7
6
4
6
7
5
7
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
6
3
6
0<h<15
3 -Corners 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
7
4
7
6
4
6
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
6
3
6
15<h<20
3 -Corners 6
3
6
6
3
6 6
3
6
6
3
6
7
4
7
6
4
6
7
5
7
Open
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
6
3
6
20<h<30
3 -Corners 6
3
6
6
3
6 6
3
6
6
3
6
7
4
7
6
4
6
6
5 1
6-
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
6
3
6
30<h<40
3 -Corners 6
3
6
6
3
6 6
3
6
7
4
7
6
4
6
6
4
6
6
5
6
0
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
6
3
6
0<h<15
3 -Corners 6
3
6
6
3
6 6
3
6
6
3
6
7
4
7
6
4
6
6
4
6
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
1 6
3
6
15<h<20
3 -Corners 6
3
6
6
3
6 6
3
6
6
3
6
6
4
6
6
4
6
6
5
6
Enclosed
2 -Perimeters 6
3
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
6
3
6
20<h<30
3 -Corners 6
3
6
6
3
6 6
3
6
7
4
7
6
4
6
6
4
6
6
5
6
6
6
3
6 6
3
6
6
3
6
6
3
6
6
3
6
7
4
7
30<h<40
ff2-!erimetters36
3 -Corners 6
3
6
6
3
6 6
3
6
6
4
6
6
4
6
6
S 1
6
1 6
5
6
—
Exterior Research and Design, I.I.C. d/b/a Trinity l ERD Evaluation Report C40710.12.13 -R2 for FL16709-R2
Certificate of Authorization #9503 Revision 2:03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 10 of 14
��TRINITYJERD
TABLE 4: WOOD DECKS — NEW CONSTRUCTION OR REROOF TEAR -OFF; SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
NOMENCLATURE: W = MINIMUM SIDE LAP WIDTH (INCH; X = MAXIMUM SIDE LAP FASTENER SPACING
(INCH O.C.);
Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER
SPACING (INCH O.C.(
Base Sheet
Roof Cover
Base
Fasteners
Attachment
Pty
Cap
System
No.
Deck
(See Note l)
MOP (psf)
At Lap
Staggered Center Row(s)
W
X
Y
Z
SYSTEM DESCRIPTION WITH ZONE 1(FIE10 AREA) BASE SHEET ATTACHMENT:
W -4
Min. 19/32 -inch
plywood; See Note 1
Flintlastic SA NailBase
32 ga.,1-5/8-inch dia. tin
caps with 11 ga. annular
ring shank nails
2
8
3
8
(Optional) SBS -
SA
SBS -SA
-600
SYSTEM W-4; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT:
Ultimate Design Wind Speed — V,* (mph)
Exposure
Enclosure
Roof Hight
Zone 120
130
140
ISO
160
170
180
X Y
Z
X
Y
Z X
Y Z
X
Y
Z
X
Y
Z X
Y
Z X
Y
Z
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
0<h<30
3 -Corners 8 3
8
8
3
8 8
3
8
8
3
8
7
3
7 6
3
6 5
4
5
Open
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
30<h<40
3 -Corners 8 3
8
8
3
8 8
3 1 8
7
3
7
7
3
7 5
4
5 5
4
5
B
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
0<h<30
3 -Corners 8 3
8
8
3
8 8
3 8
8
3
8
7
3
7 5
3
5 4
3
4
Enclosed
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
30<h<40
3 -Corners 8 3
8
8
3
8 8
3
8
7
3
7
5
3
5 4
3
4 4
3
4
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
O<h<IS
3 -Corners 8 3
8
8
3
8 8
3 8
7
3
7
5
4
1 5 5
4
5 5
5
S
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
15<h<20
3 -Corners 8 3
8
8
3
8 7
3 7
6
3
6
5
4
5 5
4
5 5
5
5
C
Open
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 7
3
7
20<h<30
3 -Corners 8 3
8
1 7
3
7 7
3 7
5
4
5
5
4
5 5
5
5 4
5
4
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 6
3
6
30<h<40
3 Corners 8 3
8
7
3
7 6
3 6
5
4
5
5
5
5 4
5
4 4
S
4
—
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 040710.12.13-R2 for F1.16709-112
Certificate of Authorization #9503 Revision 2:03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 11 of 14
QOTRINITYIERD
TABLE 4 (CONTINUED): WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
NOMENCLATURE: W = MINIMUM SIOE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER
SPACING (INCH D.C.);
Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.)
SYSTEM W-4; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT:
Ultimate Design Wind Speed — V, k (mph)
Exposure
Enclosure
Roof
�Htl ight
Zone
120
130
140
ISO
160
170
ISO
X
Y
Z
X
Y
Z X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
8
3
8
7
3
7
0<h<1S
3 -Corners 8
3
8
8
3
8 7
3
7
6
3
6
4
3
4
4
3
4
4
4
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
7
3
7
5
3
5
15<h<20
3 -Corners 8
3
8
8
3
8 7
3
7
5
3
5
1 4
3
4
4
3
4
4
4
4
C
Enclosed
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
7
3
7
7
3
7
S
3
5
20<h<30
3 -Corners 8
3
8
7
3
7 6
3
6
4
3
4
4
3
4
4
4
4
4
5
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
7
3
7
5
3
5
4
3
4
30<h<40
3 -Corners 8
3
8
7
3
7 S
3
5
4
3
4
4
4
4
4
4
4
4
5
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
8
3
8
6
3
6
0<h<15
3 -Corners 8
3
8
7
3
7 6
3
6
S
4
5
5
5
5
4
5
4
4
5
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
8
3
8
S
1 3
5
15<h<20
3 -Corners 8
3
8
7
3
7 6
4
6
S
4
5
5
5
5
4
S
4
4
5
4
Open
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
6
3
6
6
4
6
20<h<30
3 -Corners 8
3
8
6
3
6 S
4
5
S
4
S
5
5
S
4
5
4
4
5
4.
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
7
4
7
6
4
6
30<h<40
3 -Corners 7
3
7
6
4
6 S
4
5
5
S
S
4
S
4
4
5
4
4
6
4
0
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
7
3
7
S
3
S
4
3
4
0<h<1S
3 -Corners 8
3
8
7
3
7 5
3
5
4
3
4
4
3
4
4
4
4
4
5
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
7
3
7
4
3
4
4
3
4
15<h<20
3 -Comers 8
3
8
7
3
7 6
3
6
S
3
5
4
4
4
4
S
4
4
5
4
Enclosed
2 -Perimeters 8
3
8
8
3
8 8
3
8
7
3
7
5
3
5
4
3
4
4
3
4
20<h<30
3 -Corners 7
3
7
5
3
S 4
3
4
4
3
4
4
4
4
4
5
4
4
6
4
2 -Perimeters 8 1
3
8
8
3
8 8
3
8
7
3
7
4
3
4
4
3
4
30 < h < 40
1
1
N/A
3 -Corners 1 7 1
3 1
7
1 4 1
3 1
4 1 4
1 3
4
4
4
4
4
S
4
4
5
4
Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report C40710.12.13 -R2 for FL16709-R2
Certificate of Authorization #9503 Revision 2:03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 12 of 14
QOTRINITYIERD'
TABLE 5: WOOD DECKS — NEW CONSTRUCTION OR REROOF TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
NOMENCLATURE: W = MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIOE LAP FASTENER SPACING
(INCH D.C.);
Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.)
Base Sheet
Roof Cover
Base
Fasteners
At Lap
Attachment
Staggered Center Row(s)
Ply
Cap
System
No.
Deck
(See Note 11
MDP (psF)
W
X
Y
Z
SYSTEM DESCRIPTION WITH ZONE 1 (FIELD AREA) BASE SHEET ATTACHMENT:
W-5
Min. 19/32 -inch
plywood; See Note 1
Glasbase; Flexiglas; Flintlastic
Base 20; Poly SMS Base; Ultra
Poly SMS Base; Yosemite
32 ga., 1 -5/8 -inch dia.
tin caps with 11 ga.
annular ring shank nails
4
8
3
8
SP -AA, SBS -AA,
SBS -TA or APP-
TA
585 -AA, 585 -TA
or APP -TA
-60.0
SYSTEM W -S; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT:
Ultimate Design Wind Speed — V.% (mph)
Exposure
Enclosure
RoofHeight
Zone 120
130
140
ISO
160
170
180
X Y
Z
X
Y
Z X
Y Z
X
Y
Z
X
Y
Z X
Y
Z X
Y
Z
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
0<h<30
3 -Corners 8 3
8
8
3
8 8
3 8
8
3
8
7
3
7 6
3
6 5
4
5
Open
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
30<h<40
3 -Corners 8 3
8
8
3
8 8
3 8
7
3
7
6
3
6 S
3
5 S
4
5
8
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
0<h<30
3 -Corners 8 3
8
8
3
8 8
3 8
7
3
7
6
3
6 6
3
6 4
3
4
Enclosed
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 7
3
7
30<h<40
3 -Corners 8 3
8
8
3
8 8
3 8
7
3
7
6
3
6 4
3
4 4
3
4
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
0<h<15
3 -Corners 8 3
8
8
3
8 7
3 7
6
3
6
5
3
5 5
4
5 4
4
4
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 8
3
8
15<h<20
3 -Corners 8 3
8
8
3
8 7
3 7
6
3
6
5
4
5 5
4
5 4
5
4
C
Open
2 -Perimeters 8 3
8
8
3
8 8
3
8
8
3
8
8
3
8 8
3
8 7
3
7
20<h<30
3 -Corners 8 3 1
8
7
3
7 6
3 6
5
3
5
S
4
5 5
5
5 4
5
4
2 -Perimeters 8 3
8
8
3
8 8
3
8 1
8
3
8
8
3
8 1 8
3
1 8 1 7
1 3
7
30 < h < 40
3 -Corners 8 3
8
7
3
7 6
3 6 1
5
4
5
5
5
5 4
5
1 4 1 4
1 5 td
Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report C40710.12.13 -R2 for FL16709-R2
Certificate of Authorization #9503 Revision 2:03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 13 of 14
��TRINITYJERD
TABLE 5 (CONTINUED): WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
NOMENCLATURE: W = MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIOE LAP FASTENER
SPACING (INCH O.C.);
Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.)
SYSTEM W -S; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT:
Ultimate Design Wind Speed - V„ft (mph)
Exposure
Enclosure
RooHeight
Zone
120
130
140
150
160
170
180
X
Y
Z
X
Y
Z X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
8
3
8
7
3
7
O<h<15
3 -Corners 8
3
8
8
3
8 7
3
7
6
3
6
5
3
S
4
3
4
4
4
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
7
3
7
6
3
6
15<h<20
3 -Comers 8
3
8
8
3 1
8 7
3
7
6
3
6
4
3
4
4
3
4
4
4
4
C
Enclosed
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
7
3
7
7
3
7
6
3
6
20<h<30
3 -Corners 8
3
8
7
3
7 6
3
6
5
3
5
4
3
4
4
4
4
4
S
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
7
3
7
6
3
6
5
3
5
30<h<40
3 -Corners 8
3
8
7
3
7 6
3
6
4
3
4
4
3
4
4
4
4
4
5
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
8
3
8
7
3
7
O<h<15
3 -Corners 8
3
8
7
3
7 6
3
6
5
4
S
5
4
5
4
5
4
4
5
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
8
3
8
7
3
7
15<h<20
3 -Corners 8
3
8
7
3
7 6
3
6
5
4
5
S
5
S
4
S
4
4
6
4
Open
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
8
3
8
7
3
7
6
4
6
20<h<30
3 -Corners 7
3
7
6
3
6 5
4
S
5
4
S
5
6
S
4
6
4
4
6
4
2 -Perimeters 8
3
8
8
3 1
8 1 8
3
8
8
3
8
8
3
8
7
4
7
6
4
6
30<h<40
3 -Corners 7
3
7
6
3
6 5
4
5
4
4
4
4
5
4
4
6
4
N/A
D
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
7
3
7
6
3
6
5
3
5-
0<h<15
3 -Corners 8
3
8
7
3
7 6
3
6
4
3
4
4
3
4
4
4
4
4
S
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
8
3
8
7
3
7
6
3
6
4
3
4
15<h<20
3 -Corners 8
3
8
7
3
7 6
3
6
S
3
S
4
4
4
4
S
4
4
5
4
Enclosed
2 -Perimeters 8
3
8
8
3
8 8
3
8
7
3
7
6
3
6
5
3
5
4
3
4
20<h<30
3 -Corners 7
3
7
6
3
6 4
3
4
4
3
4
4
4
4
4
S
4
4
6
4
2 -Perimeters 8
3
8
8
3
8 8
3
8
7
3
7
6
3
6
4
3
4
30 < h < 40
N/A
3 -Corners 7
3 1
7 1
6
3
6 4
1 3
4
4
4
4
4
5
4
4
5
4
Exterior Research and Design, U.C. d/b/a TrinityjERD Evaluation Report 040710.12.13-R2 for FL16709-R2
Certificate of Authorization #9503 Revision 2:03/11/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 14 of 14
7/29/2015 Florida Building Code Online
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Product Aooreval Menu > Product or Acolication Search > Aoohat,on List > Application Detail
ITHE FL # FL10674-R10
SECRETARY Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
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 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
Robert J.M. Nieminen
PE -59166
UL LLC
08/20/2017
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Standard
ASTM D3161
ASTM D3462
ASTM D7158
Year
2009
2009
2008
http://www.floridabuilding.orglpr/pr_app M.aspx?pwam=wGEVXQwtDgtBNbEY5WoZwQT%Z*w7ahReglCO8ucR6ixEAoiMeKNJKxMw%3d%3d 1/2
7/29/2015 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
04/22/2015
Date Validated
04/23/2015
Date Pending FBC Approval
04/25/2015
Date Approved
06/23/2015
Summary of Products
FL # Model, Number or Name
Description
10674.1 Owens Corning Asphalt Roofing
3 -tab, 4 -tab, 5 -tab, laminated, starter and hip & ridge
Shingles and Starters
shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL10674 R10 II 2015 04 FINAL ER OC ASPHALT
Approved for use outside HVHZ: Yes
SHINGLES FL10674-1110.Odf
Impact Resistant: N/A
Verified By: Robert 3. M. Nieminen PE - 59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to ER, Section S.
Evaluation Reports
FL10674 R10 AE 2015 04 FINAL ER OC ASPHALT
SHINGLES FL10674-R10.Ddf
Created by Independent Third Party: Yes
BaIM Nett
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone, 850.487.1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement • • Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The smalls 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 it you are a licensee under Chapter
455, F.S., please click here_.
Product Approval Accepts:
® ® FM
CreditSAFE
Illtp://www.11oridabuilding.org/pr/pr_appM.aspx?param=wGEVXQwtDgtBNbEYSV%�oQT%2b6w7ahReglCO&xR6ixF�biMeKNJKnMw%3d%3d 2/2
QOTRINITYIERD
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate oJAuthorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Owens Corning Evaluation Report 037940.02.12-R5
One Owens Corning Parkway FL10674-R10
Toledo, OH 43659 Date of Issuance: 02/06/2012
Revision 5: 04/22/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 04/22/2015. 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. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
QOTRINITYIERD
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 Prope Standard Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1, R905.2 6.1 Wind Resistance ASTM D3162 2009
1507.2.7.1, R905.2.6.1 wind Resistance ASTM D7258 2008
3. REFERENCES:
iniibf Examination Reference Date
UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007
UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012
UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014
UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC (TST9628) Physical Properties Classification letter 02/13/2014
Miami-Dade (CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation, R2453 Exp. 08/20/2017
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 Devonshire'" are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration*, TruDefinition Duration*, Duration* Premium Cool, TruDefinition* Duration* Designer Color Collection,
TruDefinition Oakridge, Oakridge and WeatherGuard* HP are fiberglass reinforced, laminated asphalt roof shingles.
4.2 Berkshire Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard' HP Hip & Ridge Shingles,
ProEdge Hip & Ridge Shingles and DuraRidge'" 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. 1JIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Wind Classification:
5.4.1 All 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
V,:d = 150 mph (V„ h = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.2 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„ h = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12 -RS
certificate of Authorization #9S03 FL10674-R10
Revision S: 04/22/201S
Page 2 of 6
1� l 1 RINIIY I ERD
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations
by a qualified design professional are required for conditions outside these limitations. Contact the shingle
manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and
F.A.C. Rule 61G20-3.
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 61G20-3, 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:
i Berkshire shingles require minimum five (5) nails per shingle.
9 WeatherGuard* HP shingles require minimum six (6) nails per shingle.
D Devonshire'" shingles require minimum six (6) nails per shingle.
9 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:
tl� Ames M Mansard
na d�iraw y
Area pan Wwrtos normaM Arws vhmtoa har"s
11 21
..
5'Exposuh
Espealtfdn
6.2.6 Minimum Nailing — Berkshire•:
Exterior Research and Design, I.I.C.
Certificate oJAuthorirotion #9503
Normal Mansard or Area pars
IMnd Areas High NRnd dosvanas y
Area pare vim"" norma/as Areas 11,10mas /wms
5 W8' Exposuh
Exposlcl6n
boabnlsnip
b 16s dr stidn
f 8W 0 V 8W 8W
1'
1
r Asphak roolin8o/lnlat
CoWto dr 1whodr etab
Evaluation Report 037940.02.12 -RS
FL10674-R30
Revision S: 04/22/2015
Page 3 of 6
QOTRINITYIERD
6.2.7 Minimum Nailing—Devonshire":
o a
r 7
—� 1ws
r r ♦ • r r r r r r
yw w• q� {III' v
sw W i ... ►v
Nails Ten I'Spw of Asphalt Roof Cemem
6.2.8 Minimum Nailing — Duration•, TruDefinition• Duration, Duration• Premium Cool & TruDefinition' Duration Designer
Color Collection:
4 Nab PAsm
Esgtrama do 4 dwas
SuSal wwtA
Arra d. dalof so r
1• 1'
6Va" E:pbww Nabi W Bila e
bis poly. d azavrlalbn abow W pulp. do mposiclM
L 7 n nA:-:..-..— LI..:1:.-� _ T...fI..R�:�:��'/1..L.:J....O f1..L.:J....•.
4 Nall Patton
Esquama can 4 davos
r r
It— >r --il Imo— 1r —l•I
6 Sff & basun W6s 6 Sir Exposu!
6ryoddbsda66/4PdG Cbr o Ea�edddndr66/4pd¢
6.2.10 Minimum Nailina — WeatherGuard• HP:
Lrmromdcbresbapp��
6 Nall lobo btn• tunN>M
Pattern 7Mnnolad""Oks.
do6deves aSwaka o"a
• • •
ep+ofu�M>war..Vr•.LL
funpl� � � La♦4U►
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Aloe. r
Lo �jN 1r ^ /T _ $w al►
SW Expasuro Naa 5w Epoftuo
W pdy. da arp *Vn aav a PA prto. do aapostd4n
6 Nall Paftm
Esquema wn 6 dams
1111111flealb �dVUat
:� fRstirs7bwtrf Msll itb
arisr�riri�sdb
Exterior Research and Design, LLC. Evaluation Report 037940.02.12 -RS
Certificate of Authorization #9S03 FL10674-R10
Revision S: 04/22/2015
Page 4 of 6
r r
wNab
OIL",
25
6618" Bgwwo
Ckwoes
6 SW Eq•sttw
BrD=Wnd#66/ypd9
Expmlaldnda 661#pufa
1111111flealb �dVUat
:� fRstirs7bwtrf Msll itb
arisr�riri�sdb
Exterior Research and Design, LLC. Evaluation Report 037940.02.12 -RS
Certificate of Authorization #9S03 FL10674-R10
Revision S: 04/22/2015
Page 4 of 6
��TRINITYJERD
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard' HP Hip and
Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions,
using four (4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply with the manufacturer's
current published instructions, using two (2) 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 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.
6.3.3 Minimum Nailing — Berkshire' Hip & Ridge and High Ridge:
6.3.4 Minimum Nailing — Hip & Ridge with Sealant:
Fig. 2
TopV11W SiOovisr
Mip1
M r
—
Top Lunka d r T
1-
AMD
T
1
1
i
I
1
r
�I
i
1
I
I
I
F:n[m
�' ind
a aafty
Shingle
Discard2"xcess 1" 1"
SSttrip T 12"
Fastening 515/a' 5"Exposure
Distance
12"
6.3.5 Minimum Nailing — WeatherGuard° HP Hip and Ridge:
Fig. C Hip & Ridge Shingle Fastening
Top Vbw
mi11 Elks
r
r
r r
t• 1
it —►I
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R5
Certificate of Authorization #9503 FL10674-R10
Revision S: 04/22/2015
Page 5 of 6
6.3.6 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
Wand Direction s h."
A--' 6' wmm -
Fastoa Tb•
Fas�ta
Roof Gnat _
rTRINITYIERD
Standard t f•—�
Fastening
Pattern
12S"km
7'h• B.t
I•-12'—�
6.3.7 Minimum Nailing - DuraRidge'" Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
~ Dind'euWbdolmim
dm*nK&dur=t
(linmEn dd d nm pr danlooat•
Ndb '
•
i i
LABELING:
7.1 Labeling shall be in accordance with the requirements 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.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements.
QUALITY ASSURANCE ENTITY:
UL LLC- QUA9625; (414) 248-6409; karen.buchmann(Mul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12 -RS
Certificate o/Authoriration u9S03 FL10674-R10
Revision S: 04/22/2015
Page 6 of 6
Toy View
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LABELING:
7.1 Labeling shall be in accordance with the requirements 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.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements.
QUALITY ASSURANCE ENTITY:
UL LLC- QUA9625; (414) 248-6409; karen.buchmann(Mul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12 -RS
Certificate o/Authoriration u9S03 FL10674-R10
Revision S: 04/22/2015
Page 6 of 6
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
PP.Tmit
1, ROBERT DONOVAN hereby acknowledge that 1 personally inspected
oof deck nailing and/or Secondary water barrier work
at JIM W. I bth 56. 5Q0Gjn3 I F.?=—j-3 I _ and have determined that the work
(Job Site Address)
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing with the intent to mislead a public servant in the
performance of his or her official d shall constitute a misdemeanor of the second degree pursuant to
Section 837.06 F.S. -
%�l
Signature of Contractor Date
1biwl �aYl
Printed flame of Contractor License
License "type: 0 General 0 Building 0 Residentia, Roofing Contractor
0 or any individual certified in accordance with F.S. 68 to make such an inspection.
STATE OF FLORIDA COUNTY OF SEMINOLE
Sworn to (or affirmed) and subscribed before me this _g,," day of C�- , 20 14', by
ROBERT DONOVAN , who is IR Personally Known to me o has 0 Produced (type of
identification) as identification.
(SEAL)
Signature try Public
St e f lor'
Prin y S mp Name
of Notary Public LUZK LOPEZ
MY COMMINION A Pi 949092
��#: EXPIf785: JAAWIfy 10, 292(1
�'F•�v�oa� Bonbed 1hm BUW Noteey toYb e
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