HomeMy WebLinkAboutBuilding Permit ApplicationALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: /"'�/ Permit Number:
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x
PERMIT APPLICATION FOR: Roof
PROPOSED IMPROVEMENT LOCATION:
Address: 3200 South 7th Street Fort Pierce, FI. 34982 Lot 64
Legal Description: Maravilla Gardens S/D-Unit Three
Property Tax ID #: 2427-602-0060-000-0 Lot No.
Site Plan Name: Block No.
Project Name: Kathy Dourney
Setbacks Front Back: Right Side: _ Left Side:
DETAILED DESCRIPTION OF WORK:
Tear off existing shingle roof. Renail sheathing to code. Install Tribult Sand SA underlayment
FL16048-R-6 Install OC Tru Def. Shingles FL10674-R13
CONSTRUCTION INFORMATION:
Additional work to b rformed under this permit –check all that appy:
HVAC Gas Tank E]Gas Piping _ Shutters L Windows/Doors
Electric I—! Plumbing Sprinklers Generator Roof Roof pitch
Total Sq. Ft of Construction: S. of First Floor:
Cost of Construction: $ 5200 Utilities:n Sewer E]Septic Building Height:
OWNER/LESSEE: CONTRACTOR:
Name Kathy Dourney Name: Christopher A. Long
Address: 3200 S. 7th St. Lot 64 Company: The Roof Authority, Inc.
City: Fort Pierce State: FIL Address: 6771 N. Old Dixie Hwy
Zip Code: 34982 Fax: City: Fort Pierce State: FL
Phone No. 772-203-3256 Zip Code: 34946 Fax: 772-468-2247
E -Mail: Phone No. 772-468-7870
Fill in fee simple Title Holder on next page ( if different E -Mail: tral993@gmail.com
from the Owner listed above) State or County License: CCC056933
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: Not Applicable
Name:_
Address:
City:
Zip:
Phone
State
FEE SIMPLE TITLE HOLDER: Not Applicable
Name:_
Address:
City:
Zip:
Phone:
MORTGAGE COMPANY:
Name:
Address:
City:
Zip: Phone:_
BONDING COMPANY:
Name:
Address:
City:
Zip: Phone:
Not Applicable
State:
Not Applicable
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
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 jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recordiniz Vour Notice of Commencement. _ I
LAW" � o
Sign ture & Owner/ Lessee/CoUtractor as Agent for Owner Signature o Contrac r/License Holder
STATE OF FLORIDA // STATE OF FLORIDA
COUNTY OF COUNTYOF tlGl�
The forgoing instrument was acknowledged before me
this day of_ 20 (? by
Namb of person making statement
Personally Known OR Produced Identification_
Type of identification
Produced ,) / -L�) d .
The far Ding instrument was acknowledged before me
this day of „�.� 20� by
C it �_t
Name of person making statement'
Personally Known OR Produced Identification
Type of Identification
Produced
CJ rue- "f1..Sw`ia
(Signature of Notary Public- State of Florida) II (Signatur of Notary Public- State of Florida )
Commission No. C � ISS
REVIEWS FRONT ZONING
COUNTER REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev. 8/2/17
I11imothy W. Sutton
OTARY PUBLIC Commission No.
STATE OF FLORID 4
r'r,mm# GG 185982
Timoth utton
NOTA � LIC
STATE OF FLORIDA
)fres wzuV Ex'res 3/ 20/2022
UPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
REVIEW REVIEW REVIEW REVIEW REVIEW
Drawing Report
Dourney Kathy 3200 S 7th Lot 64 Ft Pierce - Multi System Template 2016
Section: Reroof 30 Year Dimensionals
Page: SA/ 30 Year Dimensional "Lifetime" shingles Eagleview
1/22/2019
6771 N. Old Dixie Highway Fort Pierce, FL 34946 Phone: (772) 468-7870 Fax: (772) 468-2247
Drawing Report
Dourney Kathy 3200 S 7th Lot 64 Ft Pierce - Multi System Template 2016
Section: Reroof 30 Year Dimensionals
Page: SA/ 30 Year Dimensional "Lifetime" shingles Eagleview
Legend Pitch
Description
SF
LF
EA
Shingle Field
795.00
136.00
6.00
Measurable General Conditions
795.00
136.00
6.00
Shingle Tear Off
795.00
136.00
6.00
Eave
106.00
2.00
Gable
30.00
2.00
Ridge
53.00
1.00
40
2" Lead Stack Flashing
2.00
•
8" J Vent Flashing
1.00
0
12" J Vent Flashing
3.00
0
14" J Vent Flashing
1.00
1/22/2019 Page 2
6771 N. Old Dixie Highway Fort Pierce, FL 34946 Phone: (772) 468-7870 Fax: (772) 468-2247
TRINITY ERD
EVALUATION REPORT
TRI -BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203)262-9245
Evaluation Report A42960.30.12 -R6
FL16048-R6
Date of Issuance: 10/25/2012
Revision 6: 09/25/2017
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 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI -BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD 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 IERD 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
at0 .34 T?7�
a _
r,.,��,a,-,��, roti;•;
"IL .. The facsimile seal appearing was authorized by Robert Nieminen,
PE on 09/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity lERD 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.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI -BUILT Roof Underlayments, as produced by TRI -BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6th Edition (2017) 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 Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
540540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
540540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
544870,04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
544870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
543530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
540540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
06/07/2017
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, LLC, (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36 -inch sheet width; meets ASTM D1970.
4.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 2 of 6
TRINITY ERD
5.4 TRI -BUILT 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
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
& Shingles
No
No
No
Yes
Yes
Tri -Built Sand -R SA Shingle
Yes
Underlayment
Yes
Tri -Built S/A HT TU
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Yes
Tri -Built Smooth HT S/A Yes
Underlayment
No
No
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset® AH -160 FL6332 Tri -Built S/A HT TU Underlayment
Dow TileBond'" FL22525 Tri -Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI -BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI -BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri -Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6
Certificate of Authorization 119503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
I
TRINrry ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A
Underlayment 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. For installations under foam -on tile systems (Tri -Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maxi mu_m_De_sign Pressure = -45.0 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150.0 nsf:
Deck: Min. 15/32 -inch APA -rated BCX plywood (may be installed C -side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion, All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Desien Pressure = -60.0 Dsf:
Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6 -inch o.c. at the 4 -inch laps and 6 -inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
I TRINITY! ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, 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 ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri -Built Sand -R SA Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30 -days after installation
Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FR5A/TRI April 2012 (04-12)1:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max. 10 -tile stack 6:12
Lugged Max. 10 -tile stack 5:12
Max. 10 -tile stack (bottom 2 -tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
._ { 4
t
Tri -Built 5/A HT TU
Underlayment
Lugged
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 5 of 6
TRINITY ERD
6. INSTALLATION:
6.1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S HT TU Underlayment or Tri -Built Smooth HTMA
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI -BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3 -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, sealed in accordance with
TRI -BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI -BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12 -inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications Tri -Built S A HT TU Underlayment and :
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI -BUILT Materials Group, LLC published requirements for tile
staging.
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:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6
1/2/2018 Florida Building Code Online
In
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Product Approval Menu > VLpduCt or Application $gan;h > Appllcatlon List > Application Detail
FL # FL10674-R13
Application Type Revision
Code Version 2017
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 Robert I.M. Nleminen
Evaluation Report
Florida License PE -59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 05/16/2020
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
PLID674 R13 CO] 2017 01 COI Nlemingn.pof
Standard
ASTM D3161
ASTM D3462
ASTM D7158
Year
2016
2010
2011
Ilttp://www.floridabuilding.org/pdpr_app_dtl.aspx?param=wGEVXC1wt0gtBNhEYSV%2boQT%2b6w7ahRegIC08U aR6ixESFl1s7lvJgZew%3d%aid 112
1/2/2018
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Products
Florida Building Code Online
Model, Number or Name
Method 1 Option D
10/10/2017
10/11/2017
10/15/2017
12/12/2017
10674.1I Owens Corning Asphalt Roofing
Shingles and Starters
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to ER, Section 5,
Description
3 -tab, 4 -tab, 5 -tab, laminated, starter and hip & ridge shingles
Installation Instructions
��iQ,�,�4 R�II �D12.10 FLNAL ER OC ASPHALT
SHiNGLCS FL10674-R13 odf
Verified By: Robert ], M, Nleminen PE - 59166
Created by Independent Third Party: Yes
Evaluation Reports
FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT
Created by Independent Third Party: Yes
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TTP,�'INITYIERD
EVALUATION REPORT
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
(740)404-7829
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization 119503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report 037940.02.12-R8
FL10674-R13
Date of Issuance: 02/06/2012
Revision 8: 10/09/2017
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 6th Edition (2017) 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 and FBC 1507.2.7.1 / R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
�6�IStlr lig,
:a 01 The facsimile seal appearing was authorized b Robert
°���f'JU�kt 5,a•. PP g Y
Nieminen, P E on 10/09/2017 This does not serve as an
electronically signed document
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
V TRINITY ERD
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 6th Edition (2017) 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
2010
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161
2016
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2011
3. REFERENCES:
Entity
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
UL LLC (TST9628)
Physical Properties
Classification letter
10/02/2015
Miami -Dade (CER1592)
FBC HVHZ Compliance
Various NOAs
Various
UL LLC (QUA9625)
Quality Control
Service Confirmation
Exp. 05/16/2020
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 DevonshireTm 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 Hip & Ridge Shingles:
4.2.1 Berkshire' Hip & Ridge Shingles, High Ridge, 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 Accessory Starter Strips:
4.3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 2 of 8
TRINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt 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 use in all wind zones up to Vasd = 150 mph (Vnit = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle 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 use in all wind zones up to Vasd = 150 mph (Vtit = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof 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 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 611320-3, per FBC 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 Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
➢ Berkshire' shingles require minimum five (5) nails per shingle.
➢ WeatherGuarde HP shingles require minimum six (6) nails per shingle.
➢ Devonshire'" shingles require minimum six (6) nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require 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. See figures below for details.
6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus:
Felt underlayment Deck
Self -adhered
Weatherlocka
atrderlaymenl
Daipe Dreg edge
g
4
Nails located
2"-3" from save
Install first Self-sealing ndhesive
StarlerStripp _ positioned atong eave
shingle with
6" removed
Starter Strip shingle overhangs eaves and rakes'/
Fekunder4ymem
Deck Selkdhered
WeatherLock®
undedayment
Drip edge
Grip —
edge
NsIR fouled
-- 2'-3" hum eave
Arst Starter Strip Pkts
SffiInoal
posidoaling adhesive
Posidonsd akag leve
vdlh V removed �—�-
Starter Strip Plus overhangs eaves and rakes 1/4"-3/4"
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing — Classic® & Supreme:
Normal Mansard or Area pars
Wind Areas High Wind desysnes y
Aare pare vlenfos norraalaa Areas vientoe fuartes
IAs F1
EA
6"Exposure
Exposioidn
6.2.7 Minimum Nailing — Berkshire®:
Standard Fastening Pattern
VtR-INITY ERD
Normal Mansard or Area pars
Wind Areas High Wind deavanes y
Area para vientos normalas Areas vienros fuarres
8 618" Exposure
ExpOW06n
Sealant strip
La lira de sellador
•�� •- a 0-0 4!
8 Vi" 8 W. 8 rh" 8 Ik"
r
r
6 -Nail Fastening Pattern
Sealant strip
Le flea de sollador
�.t--►
04 ---------- 0� e e 84 ---------- P- •
t,. J
a
a
t7t-
2"
W Asphalt roofingoament
Cemenlo do Who do asfalto
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
Certificate ojAuthorization 119503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing — Devonshire*^":
I.J 711 811 8" 811 7"
-
clavas
5.518" exposure Sealant location
Exposlel6n de 5.518 pull; Ubicad6n del sellador
Standard 6 -Nail Fastening Pattern
�l TRINITY ERD
Nails
- r r
6Y
Ten 1" Spots of ASDhalt Roof Cement
Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition° Duration, Duration® Premium Cool & TruDefinition®
Duration® Designer Color Collection:
4 -Nell Fastening Pattern
SrreNAlw PaaSanlnQ area YndIT
Nail, Typical
mow:"��i • a � ��—:ti.ni_.—_ �Is��i.
5.17x"
e..pra"
Standard Fastening Pattern
6 -Nall Fastening Pattern
S■nNalla? Isomk9 e,r■ vAdlh
Nall, Typical
ll 12"
5.vB.•; .0-af
6 -Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SuraNeaA iaaWMil arae wldth
1T7ypiael
1` 12" 12^
4 T'
e.1re^ s•ve^
Four t- span ofAsphap Rnannp dmanP
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization 1!9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 5 of 8
\J'TRINITY RINITY ERD
6.2.1 Minimum Nailing—TruDefinition Oakridge®, Oakridge®:
4 Nail Pattern
Esquema con 4 clavos
r r
Is — 12"
5 618" Exposure Mails 6 518" Exposure
Exposfcl6ndo66/9pulg, clavos Exposicl6ndo6618pulg.
Standard Fastening Pattern
6 Nall Pattern
Esquema con 6 clavos
t• r
F [4— 12"
Mails
6 618" Exposure clavos 5 618" Exposure
Exposfei6n de 6 618pulg. Exposld6n de 6 6/8 paig.
Fastening for Slopes Greater Than 21:12
-_ "N+INDWOningm.—Idth
NMI, ryplcM
1^I 7i" � f 17"
e•+N" s.ya"
►out 1"ep"I. "r A•phee Ilbtlllnp C.-
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing — WeatherGuard° HP:
6 -Nail Fastening Pattern
Single Ode View
Pleb 1nEelrnl
MrMenrtr7lrw� Ndl 1i��
C'L� en •rilar i }lFdf�
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
'( TRINITY I ERD
6.3 Hip 1311 Ridge Shingles:
6.3.1 Installation of Berkshire® Hip and Ridge Shingles, High Ridge, WeatherGuard® HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply with the
Owens Corning 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:
Fig. 1
�— PravAIIng Aina
Dlredlon
Nal a
f
�
� A I I
q
I
A I
E111wauro
Fig. 2
TopMew slNevlew
Napa {k411s
1' � TopLMnlr651atl
4"
Piece
r' r
I
I
u
1
a
�17
6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge:
Fig. A T v
Pravaning Wind
Direction
Nails
Nails
I I
A b
I I I
A I I I
A I I I
I I I
Exp�s'—
esuro
"t
Fig. C Hip & Ridge Shingle Fastening
Top Vlaw
Nails Nalis
11 Exposure
12
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
Wind Direction Sealant Strip
B' Exposure
Fasten 7Il
Cover Exposed
Fasteners with
Roof Cement
�l TRINITY ERD
Standard
�1f■-.
Fastening
Pattern
ca
2 j'
�H
pumm CatNn9 SumNaN• •
r
12'
$salient
I
7110
ExpasuIre
I
dl�
6.3.6 Minimum Nailing — DuraRidgeT" 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.
Pranlins Wind Dir•elicn
Dire ctiondo inant•duxent
DlroadBn del rl" prodornimnte
<
Hdhl-
Cluuo f 1
aaar� I
e i
I
I I
P
!I•
Top vlan
vue en plan
VbtaI 1-r"r I -y
ca
2 j'
•
pumm CatNn9 SumNaN• •
[O,.w
I
I
dl�
CIO
iJJ
�s
I
l�
7. 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.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8
Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 8 of 8