HomeMy WebLinkAboutBuilding Permit Application I ,
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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number:LJ
Mks
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
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PERMIT APPLICATION FOR: Roof
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PROPOSED,IMPROUEMENT LOCATION
Address: 8367 Gallberry Cir, Port St Lucie, FL 34952
Legal Description: SAVANNA CLUB PLAT THREE BLK 24 LOT 87(OR 783-2978)
Property Tax ID#: J`1 . w_- oc)o I' Lot No.87
Site Plan Name: Block No. 24
Project Name: �I
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Setbacks Front Back: Right Side: Left Side;:
DETAILED DESCRIPTION.OF WORK}
Reroof- Remove existing roof covering, Dry in with self adhering underlayment and install new asphalt
shingles.
.CONSTRUCTION INf0RNrATIOtV
Additional work to be performed under this permit—check all appy:
1]HVAC O Gas Tank E]Gas Piping _Shutters Q Windows/Doors
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Electric ❑Plumbing Sprinklers Generator Roof F I 1 LI Roof pitch
Total Sq. Ft of Construction: 1876 S . Ft.of First Floor:
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Cost of Construction:$ 8710 Utilities: Sewer Septic Building Height:
OWNER/LESSEE CONTRACTOR,j= I'
Name Patricia.Lajoie Name: Michael Miller
Address:8367 Gallberry Cir Company: Trade Winds Roofing, Inc
City: Port St Lucie State:FL Address: P.O Box,13208
Zip Code: 34952 Fax: City: Fort Pierce State:FL
Phone No.772-340-4240 Zip Code: 34979 i Fax: 772-466-9725
E-Mail: Phone No. 772-466-9420 i .'
Fill in fee simple Title Holder on next page(if different E-Mail: Mike@tradewinds�gofing.com
from the Owner listed above) State or County License: CC C057399
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.'
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SUPPLEMENTAL-CONSTRUCTION LEEN LAW INFORMATION
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DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
,Name: Name:
Address: Address: I'
City: City:
Zip: Phone: Zip: Phone:
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. i
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 a'ny 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 knendments.
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 cion-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 'oran attorney before
Commencing/work or recording our Notice of Commencement.
-55
Signature of Owner -Lessee/Contractor as Agent for Owner Signature of Contra ctor/Licerise' Holder
STATE OF FLORIDk, STATE OF FLORIDA-
COUNTY
LORIDCOUNTY OF QCA COUNTY OF J-�— A l
The forgoing insicgment was ackn, wledged before me The forgoing in rument was;acknowledged before me
this day of 20�� by this L day of � Q%20� by
Name of person mnmg statement Name of person king statement
Personally Known ✓ OR Produced Identification Personally Known I'�OR Produced Identification
Type of Identification Type of Identification
Produced Produced
1VL11-
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(Signature of Notary Pub ic-Sta of Florida) (Signature of Notary P is to of Florida)
Commission No. Seal) Commission No. !� �' Fel. ela nebVilkin
tp A
Felicia Lyne Wi in N Pio PUBLIC
NOTARY,PUBLI[C ;STATE OF FLORIDA
-� E FLORIDA Comm#GG103866
?Comm# G10386d 'P/* t9�b E=xpire 9/4/2021
REVIEWS FRONT.s�N I Ido$9 VISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUER NTREVIE REVIEW REVIEW REVIEW i; REVIEW REVIEW
DATE
RECEIVED
DATE "
COMPLETED
Rev. 8/2/17
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Tff:ERD
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TABLE 1: ROOF COVER OPTIONS
Asphalt Nail-On Foam-On I ; Wood Shakes&
Underlayment � Metal Slate
Shingles Tile Tile Shingles
Lastobond ECO /RESISTO
LB1236,Grip.Rite.Eave&Valley Yes No No I No Yes Yes
Protector--/RESISTO LB1244
Lastobond Smooth Seal HT Yes No No Yes Yes Yes
Colphene FR GR Yes Yes Yes No, Yes Yes
See 5.5.111
5.5.1 "Foam-bn Tile" is limited to use of the following adhesives unless tensile aldhesion/long term aging data
from an accredited testing laboratory is provided.
Underlayment Adhesive(s)
Lastobond TU HT ICP Adhesives"Polyset AH-160"(FL6332);Dow Chemical"Tilegond'"Roof Tile Adhesive"(FL717)
Colphene FR GR ICP Adhesives"Polyset AH-160"(FL6332) ! i'
5.6 Allowable substrates are noted below: jl
5.6.1 Direct-Bond to Deck:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 410, LastO6ond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lasitobond IT95, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT 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.
Colphene FR GR applied to:
� Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
v While not required over plywood, OSB or Southern Yellow Pine substrates; Soprema recommends
priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within
24 hours.
v Soprema 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: ! 'i'
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, La i�tobond�'195, Lastobond ECO, RESISTO
LB1236, Grip-Rite Eave&Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
> Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. !
For installation under mechanically attached prepared roof cov(rings, ins,ulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on the systems(Lastobond TU HT only),insulation attachmen6hall be designed by a qualified
design professional and installed based on testing of the insulation/underlaymeht system in accordance
with FM 4474,Appendix D or TAS 114,Appendix J. !
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Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R10
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION - ! F1.2569-1112
Soprema,Inc. Revision 30:06/12/2017
i Page 4 of 7
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TRINRYERD
5.6.3 Bond to Mechanically Attached Base.LaVer:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip-Rite Eave&Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
a ASTM D226,Type I or II felt;Sopra-G;Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, bake layer shall be attached per
minimum codified requirements. For installations under foam-onlltile systems (Lastobond TU HT only),
base layer shall be attached in accordance with FRSA/TRI April 2012(04-12),
5A4 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 lirriitations apply to 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)or FBC11609 fdr-determination of design wind
pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project req1l irements to satisfaction of Authority
Having Jurisdiction.
Primer:' (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TO HT or Colphene FR GR,self-adherid. 1,
5.6.4.2 Maximum Design Pressure=-67.5 psf:
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Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Elastocol 600c l '
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered, ,p
5.6.4.3 Maximum Design Pressure=-150.0 psf:' �±
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirementsto satisfaction of Authority Having'llurisdictibn. ij
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: Lastobond TU HT, self-adhered, shall be tho11 roughlyl'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, j �'i
5.6.4.4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction. I'
Base Sheet: 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 Ial s and-6-inch o.c. in three (3),
equally spaced rows in the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered j
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Exterior Research and Design,LLC. i Evaluation Report 518010.06.09-R10
Certificate oJAuthorization 49503 FBC NON-HVHZ EVALUATION �I f FL2569-R12
5oprema,Inc. i? Revision 10:06/12/2017
Page 5 of 7
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5.7 Exposure Limitations: I°
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Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco,, Lastobond Smooth Seal HT, RESISTO
LB1236, Grip-Rite Eave&Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-
days after installation.
Lastobond Shield;Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond
Pro HT-S shall not be left exposed for longer than 90-days after installation.
Lastobond TU HT or Colphene FR GR shall not be left exposed for loniger than 1180-days after installation.
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6. INSTALLATION:
6.1 Soprema Roof Underlayments shall be installed in accordance) with Suprema, 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!with Elastocol Stick, Elastocol
600c or RESISTO EXTERIOR PRIMER (if applicable).
6.3 Lastobond TU HT,Lastobond Shield,Lastobond Pro HT-N,RESIST ISA SMOOTH PLY 40,Lastobond Shield
HT, Lastobond Pro HT-S, Lastobond Eaves Protection Sheet, Lastobond 1! 5, Lastobond Eco, Lastobond
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Smooth Seal HT,RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESIST`O L61244 or Colphene FR GR:
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6.3.1 Shall be installed in compliance with the requirements for ASTMIlD19701underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed. li 1'
6.3.2 Non-Tile Applications:
While priming is optional, Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO
EXTERIOR PRIMER if the final roof cover is not slated for installationlwithin 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membran'e 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 the membrane into place to achieve a .bond. I'
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. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques. i{;
When installing at slopes above 8:12, Soprema recommends back-'nailing 1,ri'the overlap area at the top of
the sheet at 12-inch o.c.
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For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.(Pee)the(release paper and center sheet
over valley or.ridge. Drape and press sheet into place, working from the icenter of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and„work u''pward.
6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manuall'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 .preventJtile slippage ;and/or damage to the
underlayment.
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Exterior Research and Design,LLC. !,!Evaluation Report S18010.06.09-1110
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION 1 FL2569-R12
Soprema,Inc. Revision 10:06/12/2017
! { Page 6 of 7
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ERD
6.3.3.1 Lastobond TU HT has met the tile slippage test requirements specified in FRSA/TRI April 2012(04-12) up
to a 10-tile stack to a maximum roof pitch of 6:12 for flat tiles and 5'.12 for lugged tiles. Lugged tiles staged
at pitch>5:12 may use alternate staging method (bottom 2-tile stack shall k b inverted,followed by 8 tiles
high on slope,as shown below).
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' Figure 1: Alternate Staging Method I'I�
Alternatively, at roof slopes greater than these limitations, all tiles shall b I loaded onto a nominal 1"x 2"
horizontal batten to prevent slippage or damage to the underlaymint
6.3.3.2 Colphehe FR GR has met the file slippage test requirements specifiled in FRSA/TRI April 2012(04-12)up to
a 10-tile stack to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tile's. At roof slopes greater
than these limitations,all'tiles shall be loaded onto a nominal 1"x 2"horizontal batten to prevent slippage
or damage to the underlayment. i
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7. BUILDING'PERMITREQUIREMENTS: I ';
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As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA
requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
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-END OF EVALUATION REPORT- I;
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Exterior Research and Design,U.C. I''Evaluation Report S18010.06.09-R10
Certificate ofAutharization 719503 FBC NON-HVHZ EVALUATION j FL2569-R12
Soprema,Inc. Revision 10:06/12/2017
Page 7 of 7
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Florida Building Code Online ! Page 1 of 2
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BCIS Home - Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff BCIS Site Map Links Search
(E f )Product Approval
o USER:Publtc User
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Product Approval Menu>Product or Application Search>Application List>Application Detail
r - _
*> FL# FL10674-R1212
Application Type Revision
Code Version 2014
Application Status Approved ;I
*Approved by DBPR.Approvals by DBPR shall,be reviewed and ratified
by the POC and/or the Commission if Necessary.
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Comments
Archived
Product Manufacturer Owens Coming
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Address/Phone/Email One Owens Corning Parkway '
Toledo,OH 43659 ,I
(740)404-7829 �l,I
greg.keeler@owenscoming.com
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Authorized Signature Greg Keefer
greg.keeler@owenscoming.com
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Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo,OH 43659 !
(419)376-8360 ?'1
mel.sa ncra nt@owenscom ig.com
Quality Assurance Representative
Address/Phone/Email
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Category Roofing '
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a FI rida Registered Architect ora Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M. Nieminen
the 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 I'
Validation Checklist-Hardcopy Received
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Certificate of Independence FL10674 R12 COI 2016 O1 COI Nieminen.Ddf
Referenced Standard and Year(of Standard) Standard I it Year
ASTM D3161 ! 2009
ASTM D3462 2009
ASTM D7158 j !' 2008
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Equivalence of Product Standards
Certified By I'
Sections from the Code !
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http://www.floridabuilding.org/pr/pr app_dtl.aspx?paraln=,AGEVXQDwtDgtBNbEYSV%2b... 8/4/2017
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Florida Building Code Online i ': Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/18/2016
Date Validated 04/19/2016 I iI ii
Date Pending FBC Approval 04/20/2016
Date Approved 06/08/2016
Summary of Products j
FL# Model,Number or Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-ta6,laminated,starter and hip&ridge
Shingles and Starters shingles i I„
Limits of Use Installation Instructions;,
Approved for use in HVHZ:No FL10674 R12 II'I2016 04 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES 1`1_10674-R12.pdf I
Impact Resistant:N/A Verified By: Robert]-M. Nieminen PE-591166
Design Pressure:N/A Created by Independent Third Party: Yes
Other:Refer to ER,Section 5. Evaluation Reports I'
1`1_10674 R12 AE 2016 041 FINAL'ER OC ASPHALT
SHINGLES FL10674-R12.pdf
Created by IndependentThiird Party:Yes
Back Ne#
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy State I ent::AccessIiibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address releaseldi in response�to a public records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have an f 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 proOde the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.Hmveverjema0 addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
chapter 455,F.S.,please click here.
Product Approval Accepts: i
Crcdri€Curd _ II
Safe
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litt ://v ww.floridabuildin ora r/ i_a dtl.as x? cram=wGEVX wtD tBNbEY5V%2b... 8/4/2017
P g• �p p PP_ p P Q rl
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Eki ERIOFt'.RESEARCH &DESIGN, LLC.
Certificate of Authorization#9503
_
353 CHRISTIAN STREET,UNIT#13
TRINITY. ERD it i, OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning i Evalu7tion Report 037940.02.12-R7
One Owens Corning Parkway FL10674-1112
Toledo,OH 43659 bate of Issuance:02/06/2012
i'. Revision 7: 04/18/2016
SCOPE: i"
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 Mieminen,
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 5 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 ti he named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that rdilate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreementlto notif,i,,Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. TriniityJERD 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 "TrinityilERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be( 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 gfficial.
This Evaluation Report consists of pages 1 through 8. i!
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' Prepared by: I,p;arn;».,,�— ,
A.
RobertJ.M.Nieminen, P.E. The'facsimile seal appearing was authorized byRobert Niemineo
.. ,, t^,•;�l�;�: P.E.on 0.1/18/2016.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 r document.signed,sealed hardmpies have been transmitted to the
Product Approvai'Administrator and to the named client
CERTIFICATION OF INDEPENDENCE: I;'
1. Trinity IERD does.not have, nor does it intend to acquire or will it acquire, a financial linterest iiiany company manufacturing or
distributing products it evaluates. it i;i,
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing praiiucts 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.
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ROOFING SYSTEMS EVALUATION: f
1. SCOPE: j I'
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 tothe Installation Requirements
and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard I Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009
' 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 r 2008
3. REFERENCES: �
Enti Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3� 111, 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 ; 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 i i' II 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 i', 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 i r 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 it 1 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter i 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter I 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs !I I; i Various
UL LLC (QUA9625) Quality Control Service Confirmation,R24.53 Exp.08/20/2017
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4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme6 are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles. '
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4.1.3 Devonshire T1 are fiberglass reinforced,5-tab asphalt roof shingles. II i'
4.1.4 Duration, TruDefinition Duration, Duration Premium Cool, Tr Definito' Duration® Designer Color
Collection, TruDefinition�Oakridge x, Oakridgem and WeatherGuardm HP are fiberglass reinforced, laminated
asphalt roof shingles.
G 4.2 Berkshire0 Hip & Ridge Shingles, High Ridge,WeatherGuard' HP Hip & Ridge;!Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgel Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
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4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are sta ter strios;;for asphalt roof shingles.
5. LIMITATIONS: I iii
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Niemin'en, P.E. are, in any way, the
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I Designer of Record for any project on which this Evaluation Report, or previous versions thereof,is/was used
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for permitting or design guidance unless retained specifically for that purpose'
5.2 This Evaluation Report is not for use in the HVHZ.
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5.3 Fire Classification is not part of this Evaluation Report;refer to curre lit Approved Roofing Materials Directory
for fire ratings of this product.
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I,
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-117
Certificate of Authorization x9503 FL10674-R12
I' Revision 7:04/18/2016
Page 2 of 8
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