720 SAILFISH DR - ROOF , 01414116
' -4 ` e?_, CITY OF ATLANTIC BEACH
R: A800 SEMINOLE ROAD
ci
JV - ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
ROOF PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 17-ROOF-2952
Job Type: ROOF PERMIT
Description: RE -ROOF
Estimated Value: $4,000.00
Issue Date: 1/9/2017
Expiration Date:: 7/8/2017
PROPERTY ADDRESS:
Address: 720 SAILFISH DR
RE Number: 171208-0000
PROPERTY OWNER:
Name: MATTOX SR ET AL, THOMAS M
Address: 3879 SAN BERNADO DR
GENERAL CONTRACTOR INFORMATION:
Name: KINNECORPS, LLC
Robert Van Den Bosch, RG291103914
Address: 14250 Falconhead CT
Phone: - -
FEES:
BUILDING PERMIT FEE $55.00
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $59.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACII ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845 1 -1 -R o c-F- Z95
Job Address:-1 91) SCt,k IV_ Permit Number:
Legal Description " c.)-(pe, 1-7-a ti-a q t; ect 1m, \'( ‘1 1 Uu+d33r Parcel# i� )12 o8
FlooryArea off' Sq.lr't. Sq.Ft
Valuation of Work$ LI;apo Proposed Work heated/cooled q-1' non-heated/cooled
Class of Work(circle one): 0 Addition Alteration Repair Mov- Demolition pool/spa window/door
Use of existing/proposed structure(s) circle one): Commercial '"esidential
If an existing structure,is a fire sprin er yst installed? (Circle one): Yes i . N/A
Florida Product Approval # IO L7 — LI S2 It -
c pp �� � � � FL
For multiple products use product approva form n
Describe in detail the type of work to be performed: R,e -kooc'
Property Owner Information:
Name: /1QYflU' .k -‘OX Address: ''Van ISL,eY\ O 011-
City ifA f.k I\Vi11C1 State1 Zip baa i i Phone bt . LIDS. amp
E-Mail or Fax# (Optional)
Contractor Information:
Company Name: k'\4\_P CC)( 1 L.1, ,,. Qualifying Agent:
Address: 1(4A e,(ryvek t�. ftir Nt 1-51061 ' .),1-e 10 . I-
S City )C4( U 1\1.,Q State t--t- Zip 3 2-z-I\o
Office Phone 0'-4I _?1 b33 Job Site/Contact Number Fax#
State Certification/Registration#
Architect Name& Phone#
Engineer's Name& Phone#
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six 16)months at any time after
is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, Furnaces, Boilers,Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereby certify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinanc,.governing this
type ofwork will be complied with whether specified herein or not. The granting of a permit does not presume to give auth�vi, ate or cancel the
provisions of any other federal,state, or local law regulating construction or the performance of construction.
, /
Signature of Owner % Signature of Contractor�� Ar
�iss
Print Name -k;1--0 Print Name y-sr - C
Sworn.to and subs ribed before me Sworn to and subscribed before me
this 3o Day f ' - . • , 20 I (a this 3o Day f b&.t v �tf ,20 No
Notary P lic Notary P 'J
Revised 01.26.10
leNfk Notary Pubic Stale of MMUS
t:r T: Jennifer Kkmebrew Saxe mousy Public state or Florida
w 10/06,2020 GO 0.98778 % 1.
,„,,,,e-
MCommission K mite
o,n Expires 10/08/2020
Number Pages: 1, Recorded 12/22/2016
Doc # 2016292471, OR BK 17821 Page 17,
at 01:27 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00
NOTICE OF COMMENCEMENT
:PREPARE IN DUPLICATE}
Permit No. ' • `, COO Tax Folio No.
State of Q,.L I County of OVU Gs.4
To whom it may concern:
The undersigned hereby Informs you that Improvements will be made to certain real property,and in
accordance with Section 713 of the Florida Statutes,the following Information Is stated in this NOTICE OF
COMMENCEMENT.
Legal descnption of property being improved: RC t* 11 t{30 5-tf tZ-(pO 11_2 s-a
Rod _A " arr •5 ()n t,A 1
Lit .33 Rtti .t3
Address of property being improved. •'moo al;A.tS1n DQ k.iCtiAtc, bocich FL 3)-2.3 3
General description of improvements: 9.e-- kof
Owner Th(l'tly44, 1 a•-to f. ,^� ` r^
Address`)1'R'ICI f-� PVC]Cl c t 4&) O J`, .x1 Ft. 3 aor)
Owners interest in site of the improvement—
Fee Simple Titleholder(if other than owner)
Name
Address
Contractor 14(MM)COY ;;yy.' ,r�
Addressfp( 4'x1 Y1w*et, t&Y i'71 �i t� FL 2-2--11.1/4,6n7{
Phone No.Ci&-}. I.8 3 33 Fax Nc
Surety of any)
Address
Amount of bona 3
Phone No. Fax No
Name and address of any person making a loan for the construction of the improvements.
Name
Address
Phone No. Fax No.
Name of person within the State of Florida.other than himself,designated by owner upon whom notices or other
documents may be served:
Name
Address
Phone No. Fax No.
In addition to himself.owner designates the fotbwing person to receive a copy of the llenor's Notice as provided in
Section 713.06(2)(b).Florida Statutes.(Fill in at Owner's option).
Name
Address
Phone No Fax No
Expiration date of Notice of Commencement(the expiration date is one i t)year from the date of recording unless a
different date is specified):_
'THIS SPACE FOR RECORDER'S USE ONLY 1 .
ATP (.21211/(„,tt(.21211/(„,
Before no his clay c+ I'l Crab tL n 1M
au at Duval—Ate win)••. • • rs• any appeared
/
him ft. t r iff' thit . Mem
�-`r't�� -
are the ena accurate
eye 'Notary PutWei*Wd Fonda
P JSnnibr KkMMbroW
ika...vejoi
My 9a 10JD ion 00 02d 0011778
1,17;•}•.'oak at Large.Stale• a L.ouhty of 11,914..M canonns:ea exp.res D 1 Lv `p
Personalty Krw.+n
Produced idenMkatior',_,�'- --� a
— — — — -- - - 4te, -4 I / \. t'7
\ l
EXTERIOR RESEARCH & DESIGN, LLC.
`•s.
£ Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
TRINITY ERD
OXFORD,CT 06478
PHONE: (203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Interwrap, Inc. Evaluation Report 140510.02.12-R2
32923 Mission Way FL15216-R2
Mission, BC V2V-6E4 Date of Issuance:02/17/2012
Canada Revision 2:04/27/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and re ulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Qtality 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 j roduct 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.
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 t e user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the :uilding Official.
•
This Evaluation Report consists of pages 1 through 3.
Prepared by: ,e5N,r;",�4'^
e�iti• SP1t0
yr.,�, s,19t ^T�
Robert J.M. Nieminen,P.E. ' F s.7• The facsimile al appearing was authorized by Robert Nleminen,
���t�Jl/a a�L�s, P.E.on 04/27 015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.510 ed,sealed hardcopies have been transmitted to the
Product App• .I Administrator and to the named client
CERTIFICATION 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 inv lved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any viiay, 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.
;i
S
` _'TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE: 4.
Product Category: Roofing
Sub-Category: Underlayment 1
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has emonstrated compliance with the
intent of following sections of the Florida Building Code through testing in accordance withiapplicable sections of the following
Standards. Compliance is subject to the Installation Requirements and Limitations/ConditiorMs of Use set forth herein.
2. STANDARDS:
Section Properties Standard Year
1507.2.3,1507.5.3,T1507.8, Unrolling,Breaking Strength,Pliability,Loss ASTM D226 2006
1507.8.3,1507.9.3,1507.9.5 on Heating
1507.2.3,1507.5.3,1507.8.3, Unrolling,Tear Strength,Pliability,Loss on ASTM 04869 ; 2005
1507.9.3 Heating,Liquid Water Transmission,
Breaking Strength,Dimensional Stability
3. REFERENCES:
Entity Examination Reference Date
ITS(TST1509) Physical Properties 100539395C00-006 10/27/2011
ITS(TST1509) Physical Properties 100539395C0Q-002 10/27/2011
ITS(TST1509) Physical Properties 100539395C00-006 03/14/2014
ITS(QUA1673) Quality Control Inspection Report 11/17/2014
4. PRODUCT DESCRIPTION:
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayme t intended as an alternate to ASTM
0226,Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is avail ble in 42-inch wide rolls,and can be
produced in various other sizes.
5. LIMITATIONS: i
5.1 This Is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, PiE. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions threof, is/was used for permitting or
design guidance unless retained specifically for that purpose. I
5.2 This Evaluation Report is not for use in the HVHZ. I
I
5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product. J
5.4 RhinoRoof 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 AH1 fbr approval based on this evaluation
combined with supporting data for the prepared roof covering. I
5.5 I
Allowable roof covers applied atop RhinoRoof Underlayments are follows:
taw 1 Ri:10000VER; P ... .,..,
Underlayment r Asphalt Nail-On Tile Foam-On M Wood Shakes Slats or
Shingles f! &Shingles Simulated Siete
RhinoRoof U20 I Yes No i No Yes Yes No
5.6 Exposure Limitations:
1
5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation.
6. INSTALLATION: I
6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, inc[ published installation instructions
subject to the Limitations set forth in Section 5 herein and the specifics noted beloVi.
6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the
requirements for ASTM 0226, Type I or II or D4869, Type II underlayments inI FBC Sections 1507 for the type of
prepared roof covering to be installed.
•
Exterior Research and Design,LLC. Evaluation Report 140510.02.12-R2
Certificate of Authorization#9503 FL15216-R2
Revision 2:04/27/2015
1 Page 2 of 3
r
p
N.I TRINITYERD
6.3 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.
6.4 RhinoRoof U20:
i
6.4.1 Fasteners:
For exposure< 24 hours, corrosion resistant fasteners may be 1-inch roofing nailwith a 3/8-inch diameter head, or
those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners hall be minimum 1-inch diameter
plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of
staples is prohibited.
6.4.2 Single Layer;Roof Slope>4:12:
End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches. Refer to Interwrap,
Inc.recommendations for alternate lap configurations and/or the use of sealant unser certain conditions.
For exposure<24 hours, use of every-other fastening location printed on the surface is acceptable. For exposure>24
hours up to maximum 30-days,use of every fastening location printed on the surface is required.
When batten systems are to be installed atop the underlayment,the underlaymentineed only be preliminarily attached
pending attachment of the battens on the same day. Battens shall not be posit(' ned over cap nails. If this occurs,
remove the cap nail and patch the hole In accordance with Interwrap published instructions.
6.4.3 Double Laver;2:12<Roof Slope<4:12:
End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum half-sheet-width plus 1-inch.
Double layer application; begin by fastening a half-width plus 1-inch starter strip along the eaves. Place a full-width
sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum
half-width plus 1-inch side(horizontal)laps,resulting in a double-layer application.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for Information on plants covered under Rt{le 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673;(604)520-3321
-END OF EVALUATION REPORT-
•
.f
z:
Exterior Research and Design,LLC. Evaluation Report 140510.02.12-R2
Certificate of Authorization#9503 FL15216-R2
Revision 2:04/27/2015
Page 3 of 3
4!
hi
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
TRINIT I E D 353 CHRISTIAOXFORD,,CT 06478
UNIT#13
I Cf` PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R7
One Owens Corning Parkway FL10674-R12
Toledo,OH 43659 Date of Issuance:02/06/2012
Revision 7: 04/18/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. Trinity 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 8.
Prepared by: s,,µttt)trq,3. ,,
.4-
-SI '-sr-No 391.es•
r;.T:
' ;:? p.�� The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen,P.E. •%css," E .� P.E.on 04/18/2016.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
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.
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 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 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 2008
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,R2453 Exp.08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme'are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire'"'are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration', TruDefinition Duration, Duration' Premium Cool, TruDefinition Duration' Designer Color
Collection, TruDefinition Oakridge, Oakridge and WeatherGuard' HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire' Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgeTM Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization 119503 FL10674-R12
Revision 7:04/18/2016
Page 2 of 8
TRINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Vasd= 150 mph (V,,,t= 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 (V,,,t= 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 and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations. Contact
the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following
exceptions:
r Berkshire°shingles require minimum five(5) nails per shingle.
> WeatherGuard HP shingles require minimum six(6) nails per shingle.
> Devonshiret'"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 Fel underYymmt ---Deck Sdt+dhand
Weatherlock r
Sell-adhered undedayment
WentherLocV
underlayrnent
Dna edge
Nip____N\ Dap edge ---`
edge
O 0
11110111
Na1s located
'Naas located 2--3 from can
' 2"-3'from gave
/ Sa/yegke9 ades•ve
hnvtall lust % SeM-sealing adhesive instal rest Starter Sant,Plus paginated along rave
Starter Stratpi / positioned along cave with 8-removed
shingle wRh \ -•,.
ti"removed overbuys'4"-1.' Starter Strip itoverbuys eaves and mess I/4..31 4'
Starter Strip shingle overhangs eaves and rakes .
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization 15503 FL10674-R12
Revision 7:04/18/2016
Page 3 of 8
TRINITY ERD
6.2.6 Minimum Nailing—Classic.&Supreme:
•
igimuzum
Normal Mansard or Area para Normal Mansard or Area pare
Wind Areas High Wind deavanes y Wind Areas High Wind desvnnes y
Area pare vrentos normals. Areas ',lentos fuertes Area pare vientos normal•. Areas vientos fuertes
1.7- - IN) r r 2" IB 2' 1-, 1-- (A) t. t- z•- (8) . 2- r=1,
I
5`Exposure 5 5/8'Exposure
Exposition Exposition
6.2.7 Minimum Nailing—Berkshire®:
S..alars.trip S.„1I.w.,tr,,
La tira dr re#actor /w ti,dr,r".,1m
_ '" 1„
t,. a�---+ a � + • ---s' •
Vx • b S k :” J}
I,
is
•
Standard Fastening Pattern 6-Nail Fastening Pattern
S.a tmi,iris,
Lo!.,e3 ii:..;Brier
•. •I.•. • •.- ••.---•t
•
R 8 R.
1 �•
` r Asphalt rooting cement -
Crmento de Who&aslafo
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
Page 4 of 8
TRINITY ERD
6.2.8 Minimum Nailing—DevonshireTM:
1'- 1.---.1_.-1--1--.1_1 88 8 7" —r
f: 41141/4aa� ii
r .. .
- iiiiwelanill---�
5-5/8'exposure Sealant location 1
Exposition de 5.518 pulg 1
Ubicacion del sellador Millirtilir
V
Ten 1"Spots of Asphah Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing— Duration®,TruDefinition® Duration, Duration® Premium Cool &TruDefinition. Duration*
Designer Color Collection:
4-Nail Fastening Pattern 6-Nail Fastening Pattern
su.Naw fmtem*tins',NOM w.Na It fastening mei MOal
Ilse,lyp,eal
Nae.Typical
rl IT 12" I' I..� 12-
-I
T tz '1`d=
6-141"1144"1
F— ..,..,,-,,,,,i0;;Aior .*ii- ' i....,...., ......,..-..,s...e.-. •
f„.14. Li 4.---',--...-•,-,. • •--,.....• •..-----,,...,,,, .
I II — I
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
unarm Inman,*arw+.el.
Nae.TTPWA
I. ,r._� ( 12
6.111-ssr
III:• .' ill1—Erl Lr
__
PCV I'spoor of Np,N Rook*Lama
Mansard or Steep Slope Fastening Pattern
I •
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 F110674-R12
Revision 7:04/18/2016
Page 5 of 8
TRINITY ERD
6.2.1 Minimum Nailing–TruDefinition•Oakridge®,Oakridge®:
4 Nail Pattern 6 Nail Pattern
Esquema con 4 claves Esqueina con 6 ciavos
MIIIIIMMIE -1.
14— T( ---PI 1
=r7T-w 1141111 I • • —
I t.
1/4V,Fir. A I w
5 5/8"Exposure Nil. 5 5/9'Expome• Nails
Exposition de 6 6/0 oulg. Claims Exposition de 6 6/8 pulg. 5 5/8'Exposunt Clams 5 VS'Expose'.
Exposition de 554 put g. Exposition de 6 5/8 pato.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12_______
,.. ,, 1 -SUI•11•41.wormy aim Ideo,
I "I,TYP.al
ir .
6.111- 5311 I
i ..
"q.1111141P1451.1511."'.—
ft.1'Spots of A091W1%W105 Cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard6 HP:
1 Owls Ode New
0. ----- -------
13;5. 2*-1111,\Nle-11,7 ,--li 7.1.
T1.•;:.i........:.:i if::::: 7.0 flosimmellweinh Ildl Um
Clots we li Mai do glib
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 F110674-R12
Revision 7:04/18/2016
Page 6 of 8
TRINITY ERD
6.3 Hip&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 manufacturer's current published instructions, using four
(4) nails per shingle. Installation of DuraRidgeTM Hip & Ridge Shingles shall comply with the manufacturer's
current published instructions, using two (2) nails per shingle. Refer to Owens Corning published
information on wind resistance and installation limitations, including the use of hand-sealing for wind
warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire® Hip& Ridge and High Ridge:
Fig.1 -4 Fla.2
DsedbnWI'd /4\ TopVler SMeVIew
NN$ ----0.
� Nass I I Wasj
\\4././..4 .\41111k‘ ae .
Y ? Top gantirte0 .H
.+114AWII 1
1 1
. \ '‘ , i
"\, _ \_,
l
, tr
6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.C Hip&Ridge Shingle Fastening
Fig.A ""
PrevailingWaa �:,^�— Top view
o
malts -------------0.4
--,��4 4 --- -
°\ --_. Nolle Naps
4 41 ,las
` \ 4.11-4, ,
1 Y
'j'
le-64w�
NI
2.7\ \ ,
`! 12
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
Page 7 of 8
TRINITY ERD
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard 11.__•
Wind Direction Fastening
Sealant Strep Pattern fi
Ir---- 6'Exposure • .....r...-/-'--?, . f r ~f•1 I.r
1. N. 12 8..l.„,
,�1NO Fasten 74t• 1711'
+ 8•Ea i
. Covet.rs with
rt
FasUnars wnh
ilk*
Root Cement '' I` _12•
6.3.6 Minimum Nailing—DuraRidge"" Hip& Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Pt ovatkas Wand Or ac rep' Tay View
"—Dream*demtaaat.A.i..%.t VW M plv.
['rococo Ma raw p.rS:nrant. M I YMCA ttge/Mt 1 .}
a.
.
t • anteantec-srNlaa' •1 1 "
t a.•, �
' 47\„, 1 I
Slo.c ��~
4000\___ i 1
j l • 21.
I�iwg�t. -�.� — I-'-
N.
-- —
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; (414)248-6409;karen.buchmann@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
IPage 8 of 8