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HomeMy WebLinkAboutbuilding permitAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 04/27/202o
planning and Development Services
Building and Code Regulation Division
2300 Virginicl Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
Permit Number:
Building Permit Application
Commercial Residential x
PERMITIYPE:reroof
-
Bi`©
Address: 6031 Adonidia p|
Property Tax lD #:
Site Plan Name:
Project Name:
3410-503-0340-000-7 Lot No.2
BIock No. L
reroof shingle to shingles peel and stick underlayment
fl-10674 shingles and fl-16048 underlayment 5/12 pitch
2800 SF
Additional work to be performed underthis permit -check all that apply:
Mechanical Gas Tank Gas piping Shutters Windows/Doors
Electric Plumbing _ Sprinklers Generator Roof
Total Sq. Ft of Construction:
Cost of Construction: S 10250.00
Sq. Ft. of First Floor:
5 pitch
Utilities: Sewer _ Septic Building Height:
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:.{`,,-*.:i,,-Z!r`,:.,-,`>,.`'`',``'.I,(,1> ,=1^ '`)'it c+,YciA:>`' .`=„ '\.` \ `r, .`. )``/I ;:\ ,8 /\ `¥ ,. `,r` `,',',; {< ..: , `, r.£' : ±\ I, {``.`.,/..I,\1 I ,i ' I.¢:`J _`| `\Z ```\\`>i:I+l{``Z,I,'\ \ ;`.;A I ,. ; J' I;;`\? '1 '`\.; `< v r' , / `#St`I,J`.:.I,¢.;`'.';I,,..:i-.`.,,':i,I)
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Namepaul MCDaniel Name: roland wiley
Address:6031 Adonidia PL Com an .Shoreline roofing
city: ft pierce State:Address: 1973 Sw Glendale st
zip code: 34982 Fax:city: port st lucie state:fl
Phone No.zip code: 34987 Fax:
E-Mail:Phone No772-260-9565
Fill in fee simple Title Holder on next page ( if different E_Maiishorelineroofing@yahoo.com
State or County Licenseccc1331170from the Owner listed above)
lf value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required.
c=
pplicable
u
DESIGNER/ENGINEER: _ Not A MORTGAGE COMPANY: Not Applicable
N.Name.
Add.Address.City: State: -•city, State: -
Zip: Phone Zip: Phone,
FEE SIMPLE Tl TLE HOLDEn:_ Not Applicable B0NDING COMPANY: Not Applicable
N.Name.
Add.Address.
C.t.Cit.
Zip: Phone:Zip: Phone:
OWNER/ CONTRACTOR AFF lDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
1 certify that no work or .Installation has commenced prior to the issuance of a permit.
#LLc:hcj!::?iT:n:t!:#c:w:,:i,:a?wy::ahpp;a:iu:Fn#:tL3:5h;aE;#arsgst£,:ota#n?i:o:n:tr#t#aa#:o#zi:te!d:ip.;:a#nj#e3s!##i8n%ua#:I.#:r#8a:pgpriyttriubi{usruech
ln consideration of the granting of this requested permit,I do hereby agree that I wiH, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following build in8 permit app ications 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
``W^RNlhlc T0 0YYNER: YOUR FAILURE T0 RECORD A l`10TICE 0F COMMENCEMENT MAY RESULT IN YOUR P^YINC
TWICE FOR IMPROYEMEN Ts TO youR pFropEfITy. A NOTicE OF COMMENCEME ur MusT BE RHcORDED AND
POSTED ON THE JOB SIT E BEFORE T HE FIRST iNspECTION, iF you iNTEND TO OBTAIN FiN^Noine, coNsuLT
w]THmuR LENDER OR AN ATTORNEy BEFORE RECORDING YOULB NOTICE OF COAOMENCEMENT."rj L=i fi i,L»
Signature of owner/ LesseEi{€eSractor as Agent for owner Sigfiature of contractor/Lic -e Ho-er
§bAUTNE£FOFFL°ENmhjfu ibAUTNET%FFLounedin
The forgoing instrument was acknowledged before me g instrument was acknowledged before meivofac'enrlNnd\l\'hat is|jihdayof mav ,2oio by
Onnd iALha
Name of person mak-ing statendBht.Name of person making staterfu3nt.
Personally KnowTypeofldentificProduced nation
8gr ocfe'£ent'ficat!°n €:;iffl{{±N8;a;Y;P;:m!#::n.;S:t,:8n§E°!%E:Ir r3 a
01J II|,--dllll-Ill-.
(
(Signature of N€}Fry public-State of Florida )(SignatureCommissio
nofNg€Ty6u\b6c2t£3;arid;s,ea,,commission No.ee\C)2%, fi (seal)
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGFTATION SEATURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATERECEIVED
DATECOMPLETED
RIR!N . Z|7 I T£
ShoroLlno Roofing LLC
1973 SW Glendale St.
Port St. Lucie, FL 34987 US
shorelineroofing@yahoo.com
shorelineroofingfl.com
Estimate
ADDRE8§
Paul MCDaniel
6031 Adonidia PI
Ft Pierce, Fl 34982
ShoreLine Roofing
L.L.C.
qaRE5REEREgr
Lic©no6#1 331 170
ESTIMATE # 2840
DATE 05/06/2020
ACT!\/Fry
Shlngle Reroof:Shlng]es D[m®nslonal
Bemoval and disposal of current shingle roof system down to
plywood
Re-nail all plywood decking using 8D rink shank nails to
current local code
Include two (2) sheet Of plywood replacement
Install Upgraded peel and stick underiayment ,nailed to code
using plastic caps and or tin tags
Install all accessory metals,including but not limited to:drip
edge,valley,L metal,wall metal, etc.
Install new 30yr Dimensional Shingles (Antique Silver)
Includes installation of new pipes and vents at existing
locations
Includes all roof permit fees and removal of all roofing debris
upon completion with daily clean-up
includes a five (5) year No Leak and Workmanship Warranty
and any applicable Manufacturer's Warranties,upon receipt
of final payment
Paxp®nt Schedule
This proposal becomes a contract upon signing
3oo/o Acceptance Deposit
4oo/o ln-Progress Payment
30o/o Payment is due when wori{ is completed
Additional sheets of Plywood is $55.00 per sheet
Homeowners are responsible for the removal and installation
TOTAL
OTY BATE AMOUNT
10,250.00 10,250.00
0.00 0.00
$10,250.00
•#-I¥s,I:.;i-....`,.;?.:...,....:.,``\`.ilI;i:.:.i::.*..i:,-.`f.,.,:.::...:i....`:.-i
ProdLict Approval
USER: Public User
FL#
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluatlon 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
Sectlons from the Code
FL16048-R6
Revision
2017
Approved
Trl-Built Materials Group, LLC
P0 Box 70
Rutherferd, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
David Rulz
david.ruiz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@tribulltmaterialsgroup.com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
' Evaluation Report -Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
OJ/±812:02:0
John W, Knezevich, PE
:v' Validation Checklist - Hardcopy Received
FL16048 R6 Col 2017 01 Col Niemjnen.Ddf
Standard
ASTM D1970
ASTM G155
FM 4474
FRSArRI April 2oi2 (o4-12)
UL 1897
Product Approval Method
Date Su bmitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 10ption D
O9|2:5/2fJLJ
10/01/2017
10/03/2017
T2/r2PjJLJ
Summary of Prodiicts
FL#Model, Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments
Limits of use Installation Instl.uctions
Approved for use in H VHZ: No FL16048 R6 11 2017 09 FINAL ER TRI-
Approved for use outside HVHZ: Yes BulLT UNDERLAYMENTS FL16048-R6.Ddf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for one pa rticular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6.Ddf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes
Use.
EE±
Contact Us : ; 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State Of Florida is an AA/EEO employer. CoDvriaht 2007-2013 State Of Florida. ; : Privacy Statement : : Accesslbilitv Statement : : Refund Statement
UndeLrin:Tif#th%Wdr€;#n++#cona£#;'ffii:##yn°euodr°b?i+#i:hyL++gi#'y3€#:i:e#;#s#o:i#L\=:tot&P#u#8-5To#i#u.¥hdfj:ffti:'|i#|#r°nie
455.275(1), Florlda Statutes, effectlve October 1, 2012, llcensees lkensed under Chapter 455, FS. must provide the Department wlth an emall address lf they have
one. The emajis provided may be used for official communication wth the licensee. However emall addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an emall address which can be made available to the publlc. To determine if you are a licensee under Chapter
455, F.S., please ctick hg[g..
Product Approval Accepts:
RE RE EEEE RE EE
Credit CardSate
`\`5\^TRIN|ttiERD
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
TRl-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Date of lssuance: 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.
DEscRlpTloN: TRl-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| ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTlsEMENT: The Evaluation Report number preceded by the words '`Trinity| 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,
lNspECTloN: 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 Regl.stration No. 59166, Florida DCA ANE1983
.t-..;i?t5¥i:i;:.:;sS:-;f§§fRE;-_
€~-..i;5;S;,,;;;-;;{`+ff5`:;`iE.`=S
The facsimile seal appearing was authorized by Rcibert Nleminen,
P.E. on 09/25/2017. Thls does not serve os an electronically signed
document.
CERTll:lcATION Of INDEPENDENCE:
1. Trinity|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. 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 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 fo r that purpose.
(
1..`,./
TRINITY [RD
Compliance Statement: TRl-BUILT Roof underlayments, as produced by TRl-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.
Roofing
Underlayment
ROOI:lNG COMPONENT EVALUATION :
1. ScOpE:
prod uct Category;
Sub-Category:
2. STAN DARDS:
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1,1507.2.9.2
1507.3.3
3. REFERENCES:
EEfty
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLC. (QUA9625)
Property
Wind Resistance
Wind Uplift
Accelerated \^/eathering
Physical Properties
Physical Properties
Examination
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
Standard
FM 4474
UL 1897
ASTM G155
ASTM D1970
FRSAITRI April 2012 (04-12)
Reference
S40540.02.13-1
S40540.11.13
S40540.03.14
S44870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-RI
S43530.05.14
S40540.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-RI
M ultiple-Listing R16814
Service Confirmation
Qats
onN8|2:or3
11/19/2013
cei2f>n:f]LA
04Nh|2:014
04ion.n:f]iA
04/ronfjLA
04/10/2014
05/14/2014
05n:8/Tf]L4
coi3in:O+4
C12|T3|2:Ou5
ciF, n] n!fjus
or>/rJil|2f)T]
12/10/2015
Exp.rJii|T8n:flirf]
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, ncin-woven polyester fabric surfaced, SBs modified
bitumen roof underlayment; meets ASTM D1970 and FRSAITRI 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. LIM ITATIONS:
5,1 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,
5.2 This Evaluation Report is not for use in FBC HVHzjurisdictions.
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, LLC.
Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION
TRl-BUI LT Roof underlayments; (800) 516-1485
Evaluatlon Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 2 of 6
TRINITYtRD
5.4 TRl-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,
Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS )
Underlayment AsphaltShingles Nail-On Tile Foam-On Tile Metal Wood Shakes&Shingles Slate
Tri-Built Sand-R SA ShingleUnderlayment Yes NO No No Yes Yes
Tri-Bullt S/A HT TU Yes Yes
Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/AUnderlayment Yes No No Yes Yes Yes
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE1A:ALLOWABLETIL'EADHESIVE/uNDERIJ"ENTCOMBINATldNS]
Adhesive Florida Product Approval Under]ayments
lcp 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:
5.6.2
Tri-Built Sand-R SA Shingle UnderLayment, Tri-Built S/A HT TU Underiayment or Ti'i-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, TRl-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRl-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
Bo n d-to-I n su I ation :
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,
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC.
Certificate of Authorlzatio n #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A4Z960.10.1Z-R6
FL16048-R6
Revision 6: 09/25/2017
Page 3 of 6
TRINITY [RD
5.6.3 Bond to Mechanically Attached Base Laye_r:
Tri-Built Sand-R SA Shingle Underlayment, Ti'i-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
> ASTM D226, Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foamron tile systems ITri-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 \Mnd Resistance for underla\rment svstems in Foam-On Tile Aoolications: 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 Aprn 2012 (04-12) and are used in foamron 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 lA or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design pressure =-45.O psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority
HavingJurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Builts/A HTTU underlayment, self-adhered.
#2 Maximum Design pressure=-67.5psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: TrLBuilt s/A HTTU underlayment, self-adhered.
#3 Maximum Design pressure =-150.Opsf:
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.
Deckpreparation: 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 Design pressure=-60.Opsf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Ju risdiction .
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, LLC.
Certoficate of Authorization #9803 6" EDITION (2017) FBC NON-li-VHZ EVALUATION
TRl-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A4Z960.10.1Z-R6
FL1604S-R6
Revision 6: 09/25/2017
Page 4 of 6
•. `,._,/
TRINITY I RD
5.6,4.1
5.7
5.8
For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April Z012 (04-1Z), Appendix A, Table lA.
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 ANsl/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
AApplication 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.
Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smcoth 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.
Tile SlipDage Limitations (TAS 103 oer FRSA/TRI ADril 2012 (04-12)):
When loading roof tiles on the underlayment in directrdeck 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.
i
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATloNS
Underlayment Tile Profile Staging Method MaximumSlope
Tri-Built S/A HT TUUnderlayment
Flat Max. 10-t e stack 6:12
Lugged Max. 10-t e stack 5:12
Lugged
Max. 10-tshallbeinvOn ile stack (bottom 2-tile stackerted,followedby8tileshighslope,asshownbelow)
6:12
REes,wh
:::,:;i;.;i;;;ffl#
r:`,'`h,fl?.-•"RE's'{.i -.I ,,I-
:., +I;i; . , ,- + :\ `t`'` i, , a
-,.,i:,-
;:;-;,,.,:,.:::;;I;§:I;
a-1,-~;,````-
ife, . . ,. ,- '. I#*~Tess.,`t``r,'.`.,`^_EE
I /Jexv``-
f:%-•=
I.,*
^1 1-h-
.I Ip
+L, € ,.::I,r +`t`;,,i:;t;i lr`(,`t`'
\`r',2rrs,4S
-.,,-,`gse
Exterior Research and Design, LLC.
Certificate Of Authorization us03 6" EDITION (2017) FBC NON-HVHZ EVALUATION
TRl-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 5 of 6
:A;TRiNirv;;ERD
6. INSTALLATION :
6.1 TRI-BulLT Roof Underlayments shall be installed in accordance with TRl-BUILT Materi.als 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-Bulrt sand-R SA shlnRl. Und®r[.vment, Trl-Bullt s/A HT TU under]avment or Trl-Bullt smooth HT S/A
Underlavment:
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 aDDlications:
While priming is optional, TRl-BUILT Matel.ials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
6.3.3
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, con figured 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
TRl-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.
Tile ADDlications ITri-Built S/A HT TU Underlavment onM:
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 foamron tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI Aprl.I 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:
Gulf port, MS
9. QUALITY ASSURANCE ENTITY :
UL, LLC -QUA9625; (314) 578-3406; k.chancellor@us.ul.com
-END 01= EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate of Authorize.tion ff9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION
TRl-BUI LT Roof underlayments; (800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 6 of 6
givrdEREifeREREE3BHEEHBREzfiREffirm
BasHome ' Logln i UserReglstratlon HotToplcs ( Submitsurcharge \ Stats&Facts ( Publlcatlons
Product Approval
USER; Public User
Product Aooro\ial Menu > Product or ADolication Search > ADDlication List > Application DetaM
FL#
Applicatlon Type
Code Version
Application Status
Comments
Archived
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Address/Phone/Emall
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Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Cateoory
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Florida Englneer or Architect Name who developed
the Evaluatlon Report
Florida License
Quallty Assurance Entlty
Quality Assurance Contract Explration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Ec|uivalence of Product Standards
Certlfied By
Sectlons from the Cocle
FL10674-R15
Revlslon
2017
Approved
Owens Coming
One Owens Coming Parkway
Toledo, OH 43659
(740) 404-7829
greg.keeler@owenscomlng.com
Greg Keeler
greg.keeler@owenscomlng.com
Mel Sancrant
1 0wens Coming PKWY
Toledo, OH 43659
(419) 376-8360
mel.sancrant@owenscornig.com
ROofino
Asphalt Shingles
Evaluatlon Report from a Florida Reglstered Archltect or a Llcensed
Florlda Professional Engineer
(. -: Evaluation Report -Hardcopy Recelved
Robert J.M. Nieminen
PE-59166
PRI Construction Materials Technologles, LLC
01/01/2099
John W. Knezevlch, PE
i+`, Validation Checklist - Hardcopy Received
FL10674 R15 C012019 01 Col NIEMINEN.Ddf
Product Approval Method
Date Submitted
Date Valldated
Date Pending FBC Approval
Date Approved
of Products
Method 10ptlon D
08/15/2019
08/15/2019
08/21/2019
10/15/2019
F|#Model, Number or Name Description
10674.1 Owens Coming Asphalt Roofing 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge
Shingles and Starters shingles
Limits of use Installation Instructiong
Approved for use ln H VHZ: No FL10674 R15 11 2019 08 FINAL ER 0C ASPHALT
SHINGLES FL10674-R15.DdfApproved for use out side HVHZ: Yes
Impact Resistant: N/A Verifled By: Robert J. M. Nlemlnen PE -59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER, Section 5.Evaluation Reports
FL10674 R15 AE 2019 08 FINAL ER 0C ASPHALT
SHINGLES FL10674-R15.Ddf
Created by Independent Third Party: Yes
11
Contact Us : : 2601 Blajr Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida ls an AA/EEO employer. Coovriaht 2007-2013 St;ate Of Florida : : Pnvacv Statement : : Accesslbllirv Statement : : Refund Statement
Under Florida few, email addresses are public records. If you do not want your e-mall address released ln response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditronal mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, heensees licensed under Chapter 455, FS. must provide the Department with an emaw address if they have
one. The emaiis provided may be used foi. 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 wth an emall address which can be made avaifeble to the public. To determine if you are a licensee under Chapter
455, F.S., please clicl( be[g.
Pi.oduct Ap|]ro`/®l Accepts:
ERE Hill BEE rna EE
Credit CardSate
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER
Owens Coming
One Owens Coming Parkway
Toledo, OH 43659
( 740) 404-7829
CONSULT CERTIFY
Evaluation Report 037940.02.12-R10
FL10674-R15
Date of lssuance: 02/06/2012
Revision 10: 08/15/2019
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.
DESCRIPTloN: Owens Coming Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements of 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 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. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO |etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTlsEMENT: The Evaluation Report number preceded by the words '`NEMO|etc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INspECTloN: 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 10.
:=Re==nm=6=o~„"d:::AArvEjg83 .-=:::::`;:::[':;i:'::
The facsimlle seal appearing was authorized by Robert
Niemlnen, P.E. on 08/15/2019. This does not serve as an
electronically slgned document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO|etc. 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. NEMO|etc. is not owned, operated orcontrolled 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 NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any proj.ect
on which th is Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically
for that purpose.
©2018, NEMO ETC, LLC
©NEMO|etc.
ROOFING SYSTEMS EVALUATION:
Product Category:
Sub-Category:
ROofin8
Asphalt Shingles
Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Coming, 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.
Section
1507.2.4, R905.2.3
1507.2.5, R905.2.4
1507.2.7.1, R905.2.6.1
1507.2.7.1, R905.2.6.1
EEfty
Owens Coming
PRl (TST5878)
uL LLC (CER9626)
uL LLC (CER9626)
uL LLC (TST9628)
UL LLC (TST9628)
uL LLC (TST9628)
uL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
Miami-Dade (CER1592)
PRl (QUA9110)
Property
Physical Propertl.es
Physical Properties
Wind Resistance
Wind Resistance
Examination
Declaration
ASTM D1970
Physicals & Wind Resistance
Physicals & Wind Resistance
Physical Properties
Wind Resistance
Physicals & Wind Resistance
Wind Resistance
Physical Properties
Physical Properties
FBC HVHZ Compliance
Qua lity Control
Standard
ASTM D1970
ASTM D3462
ASTM D3161
ASTM D7158
Reference
Equivalency Declaration
OCF-382-02-01
File R2453, Vol. 3
20120516-R2453
06CA20263
11CA34308
4786093137
4786126532
Classification letter
Classification letter
Various NOAs
Service Confirmation
Date
ci8/06nf]yf3
yf)|24/2fJT]
rj2/T5njjoii
usNb/2I)T2
04/w8njyas
CJ2N8|TOT2
on|Oi/2flLA
u2Nfjn:f]iA
rn./T3n!f]L4
uf)/rJ2/2:I)T5
Various
04|rlF,nfn!J
4.1.1 Starter strip shingle, Starterstrip plus and SRS Topshield starter are starter strips for asphalt roofshingles. Meets
ASTM D3462.
4.1.2 Starter Shingle Roll is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen starter strip,
nominal 7.2-inch wide x 33-ft 4-inch long roll, for use with asphalt shingles. Meets ASTM D1970.
4.2 ASPHALT SHINGLES:
4.2.1 Classic® and supreme® are fiberglass reinforced, 3-tab asphalt roofshingles. Meets ASTM D3462.
4.2.2 Berkshire® are fiberglass reinforced, 4-tab asphalt roof shingles. Meets ASTM D3462.
4.2.3 Duration®, TruDefinition® Duration®, Duration® Premium cool, TruDefinition® Duration® Designer color collection,
TruDefinition® Oakridge®, Oakridge® and WeatherGuard® HP are fiberglass reinforced, laminated asphalt roof
shingles. Meets ASTM D3462.
4.3 HIP & RIDGE SHINGLES:
4.3.1 Berkshire® Hip& Ridgeshingles with sealant, DuraRidge® Hip & Ridgeshingles withsealant, ProEdge® Hip & Ridge
Shingles and WeatherGuard® HP Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
Meets ASTM D3462,
MEMO ETC, LLC
Ce.rtifir.ateofAuthor{zat{on#32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
Evaluation Report 037940,02.1Z-ftl0
FL10674-R15
Revision 10 : 08/15/2019
Page 2 of 10
©NEMo|etc.
5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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.
5,4 Wind classification:
5.4.1 The Owens Coming asphalt shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161, aass F and/or AS"\/I D7158, aass H, indicating acceptable use in all wind zones
up to Vasd = 150 mph (Vut = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating,
Note: Classification by AS" D7158 applies only to exposure category a 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.
5.4.2 Starterstrip shingle, Starterstrip plus and SRS Topshield starter noted in section 4.1.1 and the owens coming hip
& ridge shingles noted in Section 4.3 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2,6.1 to
ASTM D3161, Class F, indicating acceptable use in all wind zones up to Vasd = 150 mph (Vult = 194 mph). Refer to
Section 6 for installation requirements to meet this wind rating.
5.4.3 Refer to owens coming 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.
6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
6.1.2 Underlayment shall be acceptable to the shingle manufacturer 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.
6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC
1507.2.6 or R905,2.5. Staples are not permitted.
6.1.4 0wens Coming asphalt shingles are acceptable for use in reroof (tear-off) or recover applications, subject to the
limitations set forth in FBC Section 1511 or R908 and published installation instructions.
6 , 2 ACCESSORY STARTERS :
6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS Topshield Starter shall comply with the Owens
Coming current published instructions, using minimum five (5) nails per strip.
Figure 1: Minimum Nailing, Starl:er Strip
NEMO ETC, LLC
Certificate Of Auth orizotio n #32455
Figure 2: Minimum Nailing, Starter Strip Plus
6" EDITloN (2017) FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
Evaluation Report 037940.02.12-R10
I:L10674-R15
Revision 10: 08/15/2019
Page 3 of 10
6.2.2
©NEMo|etc.
Installation of Starter Shingle Roll shall comply with the Owens Coming current published instructions.
I:igure 3: Starter Shingle Roll
6.3 ASPHALT SHINGLES:
6.3.1 Installation of asphalt shingles shall comply with the owens Coming 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.
> WeatherGuard® HP shingles require minimum sin (6) nails per shingle.
Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required
Refer to Owens Coming published information on wind resistance and installation limitations.
6.3,1.1 Classic® & Supi.eme:
ffETFTimtl
Normal M.rts®rd or Arae p4ra
Wind Arce3 High win a d®8vaneB yf\rca parL\ vientoS norrn®|es ^roco vl.ntoe fu.rto.
'- .LdflAlha .1"T" ire,{B€srfu 1-11 , \ 11--I -o c-~'--,',-,
I5y Expo.uro
Expo&icich
Figure 4: Minimum Nailing, Classic & Supreme
(Sta nda rd size)
NEMO ETC, LLC
Certificate of Authorization #32455
I,/-I
Normal lv]eneed or Ama p4ro
Wirld Are lligh wind deevem3 y
Aro& pan vi®nto. normales Lll.®. vl.r\to. fu.rt®s
':z,Aurf{A'\Tfa,2,:"ri. jha,{Bkdi 1- I-•--,-,.--0I `,-,
I6 5/or Elim8uro
Exposdei6n
Figure 5: Minimum Nailing, Classic & Supreme
(Metric Size)
6" EDITION (Z017) FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
Evaluation Report 037940.02.1Z.R10
FL10674-R15
Revision 10 : 08/15/2019
Page 4 of 10
©NEMo|etc.
6.3.1.2 Berkshire®:
iFT
deahnd alrip
/hathadsgu»Nbe11-,i--.-,-,-8y2"9y?'9V+'8MT'
1" 1`.
Figure 6: 5-Nail Pattern, Berkshire
NEM0 ETC, LLC
Certificate Of Authorization #32455
L
§cal8rt 8t)ip
/Latiradosolledoro+-O+--...-O,-,-,
8 w' 8 teu 8 ife" 8 fa"
1"1",,'\1,11
Figure 7: 6-Nail Pattern, Berl(shire
Seafairtstrip
!La{tradeedlQder-,-,,-,-,
S w' 8 fy¥' 8 1/r' 8 fy2'1" 1.,I,,-L+.+,~`I``t+IJ``-I
T Asgivo\rootjngfment,
C€rnei\to de t8cho de asttho
Figure 8: Mansard or Steep Slope Pattern, Berkshire
6" EDITION (2017) FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
Evaluatlon Report 037940.OZ.12-R10
FL10674-R 15
Revision 10: 08/15/2019
Page 5 of 10
©NEMo|etc
6.3.1.3 Duration®. TruDefinition® Duration, Duration®.Premium cool & TruDefinition® Duration® Desi ner Color Collection:
Figure 9: Standard 4-Nail Pattern, Duration
6INail Fastening Pattern
a
Surehfail® fas€eniri8 area widtllNail,Tmal,"`12:'_1I11-_1T:_-i
_I. _I
11
esn!Com!- st"al® `0 `dnee,Jngap,unsuro I . \ 't\o~crmifes'deieN£9 '. ,.'`
6-1/a"5ee„-•`i.i)\
+i;
Figure 10: 6-Nail Pattern, Duration
Fastenlng for Slopes Greater Than 21 :12
a6.ii8»5.5ro''Oquue
SureNell® fa3tenfng area wlthNa'',Typlcal1"I12"II12" il"
2n
I I` , 'dvetry Conth8 9utchla8®I '' ,,aEifefty038+lBAAO `\'. \ .Osepo c6+rfsho slSl¢Na!9 I . \ ,
(/•:`-I..-``'`..`1 i:....,i
Four 1 " Spots of A8phalt Roofing Corn®nt
Figure 11: Mansard or Steep Slope Pattern, Duration
MEMO ETC, LLC
Certificate Of Authorlzatio n #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
Evaluation Report 037940.02.12-R10
FL10674-R15
Revision 10: 08/15/2019
Page 6 of 10
®NEMO|etc
6.3.1.4 TruDefinition®Oakridge®, Oakridge®:
4 Nail Pattern
Esquena Con 4 ctavos
E55roEkp
1" 1''
I+ 12" -I ht-1z'Th
T77
V8 pu[g.
I Exposure Naii§ 5 5re" Exposure
itlth de 6 5/8 pulgr Of6S-as E}apsioi6n de 5
Figure lz: Standard 4-Nail Pattern, Oakridge
6 Nail Panorn
Esquona ¢o1\ 6 ¢1avos
E
1"t'
reF
|{-t2'' --tl h+ 12'' Th-I- :LI
Eta
b brew ExpOsu re cry#& 5 5re" ExpO§u
Expesichn de 8 5/e pulg. Expostct6n de 6 5/G pu]g.
Figure 13: 6-Nail Pattern, Oakridge
Fastonlrig foi. Slopes Greater Than 21 :12
i--:i
SuroNall® faBIet`lng area wldihNalI,lyplca'r'|TII11_1T -'^`i
2',
11''
:' :`-I..``-.'\-=±
Four 1 " SpoB Of Asplialt Roofing C®m®nt
Figure 14: Mansard or Steep-Slope Pattern, Oakridge
NEMO ETC, LLC
Certificate Of Authorization #3245S 6" EDITION (2017) FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
Evaluation Report 037940.02.12-R10
I:L10674-R15
Revision 10: 08/15/2019
Page 7 of 10
®NEMo|etc.
as Cha
£#REo¥ a„qiap frp,zrfu# #8; RE
Figure 15: 6-Nail Pattern, WeatherGuard HP
g#£:Etkernn6ctaves
L5#:cfapede§ur5e5repulg.
Nail 6 1/8. from bottom
66soiestffier¥s #€¥6:'i8di.t#a fa
cunroquF#:£peun%rf####G###deipugiva
Figure 16: Mansard or Steep-Slope Pattern, WeatherGuard HP
6.3.1,5 WeatherGuard® HP:
6.4 HIP & RIDGE SHINGLES:
6.4.1 Installation of asphalt shingles shall comply with the owens coming current published instructions.
> Berkshire® Hip and Ridge Shingles wi.th Sea/ant and DuraRidge® Hip & Ridge Shingles w/.rh Sec7/ant require
minimum two (2) nails per shingle.
> WeatherGuard® HP Hip and Ridge Shingles and ProEdge® Hip & Ridge Shingles require minimum four (4)
nails per shingle.
Refer to Owens Coming published information on wind resistance and installation limitations.
MEMO ETC, LLC
Certificate of Autliorlzation #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
Evaluatlon Report 037940.02.12.R 10
FL10674-R15
Revision 10: 08/15/2019
Page 8 of 10
©NEMo|etc.
6.4.1.1 Berkshire® Hip & Ridge wi.th 5eo/antand DuraRidge® Hip & Ridge shingles w/.th sea/out:
Figure 17: lsometric View, Berkshir.e and DuraRidge
6.4.1.2 WeatherGuard® HP Hip & Ridge shingles:
Figure 19: Isometric View, WeatherGuard HP Hip & Ridge
NEMO ETC, LLC
Certlf icate Of Authorization #32455
Fio. B Top view
iigr I,n Vi8tasuponor ]„
MallC'8Vo
I
• Oirms €o+ing sueNIl' .
I
II-
•!:€
3i.i
I
II
1{ ,2"
Figure 18: Plan View, Berkshire and DuraRidge
Fig. C Hip & Flidge Shingle Fastening
TOpvlew
T7"5"i Malts Halts
2„1"2„ 1"i 1'
Exposure
12„
Figure 20: plan View, WeatherGuard HP Hip & Ridge
6" EDITION (2017) I:BC NON-HVHZ EVALUATION
Owens Cornlng Asphalt Roof Shingles
Evaluation Report 037940.02.12-R 10
FL10674-R15
Revision 10: 08/15/2019
Page 9 of 10
®NEMO|etc.
Figure 21: lsometric View, ProEdge Figure 22: Plan View, ProEdge
7.1 Labeling shall be in accordance with the requirementstheAccredited QualityAssuranceAgency 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.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation
of this product.
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3
QA requirements.
PRI Construction Materials Technologies, LLC-QUA9110 ; [§|3| 621-5777; bwilson@pricmt,com
- END OF EVALUATION REPORT -
NEIVIO ETC, LLC
Certlf[cate of Authorlzatlon #32455 6" EDITION (2017) FBC NON-IIVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
Evaluation Report 037940.02.12-R10
FL10674-R15
Revlsion 10 : 08/15/2019
Page 10 of 10