262 S Nautical Blvd ROOF19-0047 Metal ROOF NON SHINGLE PERMIT PERMIT NUMBER
ROOF19-0047
CITY OF ATLANTIC BEACH ISSUED: 5/24/2019
800 SEMINOLE ROAD
ii EXPIRES: 11/20/2019
ATLANTIC BEACH.FL 32233ALL
• ,K MUST
. • • . • • . • r • • • • •
CODE, • CITYOF • • OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
F
TICE: In addition to the requirements ofthis permit,there may be additional restrictions applicable tothis property
t may be found in the public records of this county,and there may be additional permits required from other
ernmental entities such as water management districts,state agencies,or federal agencies.
262 S NAUTICAL BLVD ROOF NON SHINGLE METAL ROOF $11000.00
TYPE OF ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
170703 0404 SEASPRAY
COMPANY: ADDRESS:
FORD ROOFING SYSTEMS 83 Landrum Lane#104 Ponte Vedra Beach FL 32082
INC
OWNER: rr •
JODY SOMMERS 1648 ATLANTIC BEACH DRIVE Atlantic Beach FI 32233
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
LIST OF CONDITIONS
Roll off container company must be on City approved list. Container cannot be placed on City right-of-way.
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 4550000-33]-1000 0 $11000
BUILDING PLAN CHECK 45S-0000-322-1001 0 $5500
STATE DB CR SURCHARGE 455-0000-208-0)00 0 $248
STATE DCA SURCHARGE 455-0OW-108-0600 0 52W
TOTAL:$169.48
Issued Date:5/24/2019 1 of 2
ROOF NON SHINGLE PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH ROOF19-0047
800 SEMINOLE ROAD ISSUED: 5/24/2019
" ATLANTIC BEACH, FL 32233 EXPIRES: 11/20/2019
Issued Date: 5/24/2019 2 of 2
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road F I
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 Fax(904)247-5845 //`
E-mail: buildingdept@lcoab.us Date routed: 5 I lJ
Cityweb-site'. hftpi/wwvcoab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 2 &-Z 'S [QAL)TtCAL Ligf)OSDartment review required Ye No
_ uildin
Applicant: FOP..D ROp Ftior SC/S 7EMS Pannm Zoning
�/1� T" Tree Administrator
Project: FY Pt L Y \ 0'0 r Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept$agnature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept.of Environmental Protection
Florida DepL of Transportation
St.Johns River Water Management District
Amy Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: proved. ❑Denied. ❑Not applicable
(Circle one.) Comments:
BUILDIN �M
PLANNING 8 ZONING Reviewed by: '/ r ' Date. S 'aa OLoed
TREE ADMIN. Second Review:
❑Approved as revised. []Deni []Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Dale:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. [—]Not applicable
Comments:
Reviewed by: Date:
Revised 0511912017
Building Permit Application OFFICE COPY UPd teeln/9/1x
City of Atlantic Beach Building Department "ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-DeotPcoa b.us IS REQUIRED.
Job Address: 262 S NAUTICAL BLVD Permit Number: , \01i F I —1 00 7
Legal Description 356417-28,29ESE45PRAYLOTI9BLK4 REg 170703-0104
Valuation of Work(Replacement Cost)$"NO Heated/Cooled SF Non-Heated/Cooled
• Classof Work: ❑New CAddition OAlteration ❑Repair OMove ❑Demo OPool []Window/
PeYECEtVEC
• Use of existing/proposed structure(s): CCommercial CResidentlal K
• If an existing structure,is afire sprinkler system installed7: []Yes CNo
• Will tr"(sl be removed in association with proposedt?5Yes must submit separate Tree Removal Pe
Describe in detail the type of work to be performed:
Metal Roof Over Shingles
Florida Product Approval k 11651.13 1681 G. I for multiple products u � `a Department arme F
Property Owner Information
Name Jody Sommers Address 1648 ATLANTIC BEACH DR
City Allant Bearh State FL Zip 32233 Phone 9045214858
E-Mail heymihon72®gmail.com
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company Ford Roofing Systems Inc. qualifying Agent RobertMaust
Address 183 Landrum Ln.Ste.104 City Ponwveers,Beach State FL Zip 32082
Office Phone 9048342426 Job Site Contact Number
State Certification/Registration# C-1327698 E-Mail fardroofing®gmail.com
Architect Name&Phone If
Engineer's Name&Phone#
Workers Compensation Insurer Amencan Zunch Insurance OR Exempt o Expiration Date 12431/19
Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instal iation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this iurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements ofthis
permit,there may be additional restrictions applicable to this property that may be found in the public records ofthis county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT:I certify that all the foreeoine information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICrF IMPROVEMENTS TO YO R PROPERTY. IF YOU INTEND
TO OBTAIN FINA NG, CONSUITH YOUR LENDER O N ATTORNEY EFORE
REC RD - Y U OTICE OFCENCEMENT.
( na wner or t) 'rSignat&fe of Contractor)
Signed and sworn to(or afflrme me this j4-- day of e ed and sworn to(or affirmed)before me this D—day of
2, V019 , a �1Q ._ J 012 i�
ignatureof No[aryl (9"ure of Notary)
^• 14CON MWgf ioiN'YeWr,� GREfARYJ.aMIXCOMM
CNmMNrbni DB 1711# MY CAMMISSIONNFF 91015?
f
AA��
I I Personally Known OR E•P14JkXu"4 22 VhPersonally• EXPIRES'.Fiemary6.XZ)
I I Produced Identification (Produced ldentRfd°auo 1.101 Tn,o MIP.-s+,.,«
Type of Identification: Type of Identification:
Cige'�
�- • ' • ' : 4i ' �U
Product Evaluation Report a
GULF COAST SUPPLY & MANUFACTURING, LLC. < M
Fn
f mmn 1DI
M Om -
20' Ga. 5v Crimp Roof Panel over 15/32" Flyw000 m r M 1'1
i m m p o
3KTp
Florida Product Approval #11651.13 R3 N 9
Florida Building Code 2017 rn „
a 5 0
Per Rule 61 G20-3 z z p
Method: 1 -D � c n o m
O
T S" o - ml
Category: Roofing C7 °z n r'_-
Subcategory: Metal Roofing M \ z rn- _ -
Compliance Method: 611320-3.005(1)(d) (7 N w z
NON HVHZ Q m
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 1EL S, k �,
Engineer Evaluator: r kr No. 75519
Ilan Kuhn RE #755191
Florida Evaluation ANE ID: 10743 :v•
STATE OF ••?:
Validator: pO�i�s <oRro?.•��a�4.°
Locke Bowden, P.E. #49704 s,oNA� EN Qo/o5/201�
9450 Alysbury Place
Montoomerv. AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL#11651.13 R3•OCTOBER 5,2017
PRODUCT REPORT
fc
' FLORIDA PR UCT�APPROVLAI G
SUPPLY & MANUFACTURING
26 GA. • • OVER • • !
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Descriptions 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage,through fastened
roof panel with faoPrip R in the panel flat over minimum rib" plywond decking.
Non Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel,ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: W Major Rib
Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal,
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description: Minimum%" thick,APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/Florida Building Code 2017.
Design Uplift Pressures: Table"A"
gn 25 psf
Fastener Pattern j '2'-12" 125 -2 -93
i
J _
Design Pressure includes a Safety Factor= 2.0.
FL#11651.13 R3•OCTOBER 5,2017
PRODUCT EVALUATION REPORT
a s = es a . - caa�
SUPPLY & MANUFACTURING
A4 26 GA. 5WRIMP ROOF eVER 15/32" PLYWOOD
es r . 5 :F
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
rpquirpment%of the Flnrida Ruildinn Code 7017, as relates to Rule 61670-1.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06-Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 -Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/ 1897-98 Uplift Test
Force Engineering&Testing, Inc. (FBC Organization A TST-5328)
Report No. 117-0053705 & 117-0331 T-08
2. Certificate of Independence
By Dan Kuhn, RE. (FLA 75519)® Kuhn Engineering, LLC
(FBC Organization A ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
Quality Assurance Entity: The manutacturer has established compliance of root panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FLN 11651.13 R3•OCTOBER 5,2017
PRODUCT • REPORT
: : • : . - G0lfo_oma
SUPPLY d MANUFACTURING
7 5V
• D
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design.The maximum fastener spacing listed herein shall
not be exceeded.This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FLM 11651.13 R3•OCTOBER 5,2017
PRODUCT • REPORT
Gulfro
SUPPLY b MANUFACTURING
e•D
nRtnA F,
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32'Plywood
Buildings having a Roof Mean Height<20=0"; Roof;
180mph, Exposure C, Risk Category II, Enclosed Build'
FACTFNFR _UEsSTnATE
120 130 140 150 160 170 i8c, I
I n I
$PEED fMW-ade`I ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 M9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPES 16'TYPE 1 16"TYPE 1
ZONE 2 M9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1
j
ZONE 3 + M9-1521 5 _:..PiwM� .n5b"1C Ps 1sy x:16"TYPE 1 16' TYPE 1 I W TYPE 2 ' i6"TYPE, j
1.) PANEL DESCRIPTION:5V CRIMP MIN 26 GA., GRADE 80,24"COVERAGE.
2.)PANEL FASTENER:M9-15X1.5" HWH WITH SEALING WASHER W/MIN. %x" PENETRATION.
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSI® 16" O.C.FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0
PSF®16" O.C.FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125,UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING:MIN.1%"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5-)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 20i7.
NP ROOF
2ANE2 ZONE 3- ill Note:Dimension(a)is defined as of the minimum width of the building or
�a 40%of the mean height of the root,of,whichever is smaller,however,(a)cannot be
less than either 4%of the minimum width of the building or 3feet.
�MOGE TYPE 1 FASTENER PATTERN
--- - - -15x1-1/2" HWHw/Sealing Washer
ME t {�1211 1 21"
EavE At Panel Lap
ME GABIF ROOF >
a
< TYPE 2 FASTENER PATTERN
�RIME ------- —(1) #9-15 x 1-1,12" HWH w/Sealing Washer
------------- ------—i 2"-x--9.5" 9.511 f2-11
MEI
I I
ZONE3 FAVE
FLM 11651.13 R3•OCTOBER 5,2017
PRODUCT EVALUATION • '
Gul -
SOPRLY _.
26 GA. • • • •
ilL\I�L'�iilil
TYPE 1 FASTENER PATTERN
(1 ) #9-15 x 1 -1/2" HWH w/Sealing ..'ash2r
1211 1211
At Pay lei Lap __114"
TYPE 2 FASTENER PATTERN
(1 ) #9-15 x 1 -1 /2" HWH w/Sealing Washer
L
*:• No. 75518
'9-• STATE OF :•Q:
OR IOP.•-a�:
,,,NAL ENG` ninsiarn
FL*11651.13 R3•OCTOBER 5,2017
SMETAL • •
F PANEL DETAIL
li
OFFICE COPY
NEMo! etc.
Cenlficate of authorization a314SS
353 Christian Street, URIC X13
Oxford,CT 06478
ON (203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Owens Corning Roofing and Asphalt,LLC Evaluation Report 140510.02.12-R4
One Owens Corning Parkway FL35216-R4
Toledo,OH 43659 Date of Issuance:02/17/2012
(740)321-6345 Revision 4:04/19/2018
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.
Desciturnow RhlnoRoof Underlayments
LABELING: Labeling shall be in accordance with the requirements of 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. of any changes to
the product(s),the Quality Assurance or the production facility location(s). NEMOjetc. 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 "NEMOJ 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.
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 3.
Prepared by: ;;
AP 6N74,11,
Robert l.M.Nieminen,P.E. The ndlmlle Fen aocea,loe wss.vmo,i,.a by Robert
Florida Registration No.59166,Florida OCAANE3983 ?i°' iy4`6^`r Nieminen,PA,on M/19/2018. This does nor serve as an
eledromrall load dawment.
CEMFIGTON OF INDEPENDENCE:
1. NEMO ETC, LLC 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,LLC 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 Ic a huilding rode avafoatien, Neither NFMOl etr, nor Robert Nieminen, PF 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.
r ,
NPI
\/ NEMoletc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Rhlnollo if Underlayments, as produced by Owens Corning Roofing and Asphalt,LLC, has
demonstrated compliance with the following sections of the W''Edition(20171 Florida Building Code through testing
in accordance with applicable sections of the following Standards. Compliance is subject to the Installation
Requirements and Limitations/Conditions of Use set forth herein.
i 2. STANDARDS:
Section Properties Standard Year
1507.1.1,R905.1.1 Exception Unrolling,Breaking Strength,Pliability ASTM D220 2009
1507.1.1,8905.1.1 Exception Tear Strength ASTM D1970 2015
TAS110 Pull-through resistance TAS 117('0) 1995
3. REFERENCES:
inifty. Examination Reference D tg[g
ITS(TST1509) Physical Properties 100539395COQ-006 10/27/2011
ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011
ITS(TST1S09) Physical Properties 100539395COQ-006 03/14/2014
PRI(TST5878) ASTM 01970;Tear strength OCT-330-02-02 10/03/2017
PRI(TST5878) TAS 117(8);Pull-through OCF-422-02-01 04/03/2018
ITS(QUA3673) Quality Control Service Confirmation 09/30/2017
4. PRODUCT DESCRIPTION
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls,
and can be produced In various other sizes;meets FBC 1507.1.1&R905.1.1(Exception).
a
5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nleminer., P.E.are, in any:vay,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 or test
report from accredited testing agency for fire ratings of this product.
5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced
.,i.hin Par approval douments. if not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE1 ROOF COVER OPTIONS
Underlayment Asphalt Wood Shakes Slate or
Shingles Nail-On Tile I Foam-On Tile Metal &Shingles Simulated Slate
RhinoRoof U20 Yes No Ves Yes No
5.6 Exposure Limitations:
RhinoRoof U20 shall not be left exposed for longer than 30-days after installation.
NEMO ETC,LLC Enluation Report N0510.02.12-114
Certificate of Authorizotion#32455 6"EDITION 12017)FBC NON-HVHZ EVALUATION FLis216-114
Xn1apRiot undenayments RPVl41on 4:W/191213Y
Page 2 of 4
7,M4l
NEMO I etc.
6. IN STALLA I ION:
6.1 RhinoRoof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
published installation instructions 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 prier to application.
6.3 RhinoRoof U20:
6.3.1 Shall be installed in compliance with the requirements for ASTM 0226,Type I or II underlayment in FBC Table
1507.1.1 or 8905.1.1 for the type of prepared roof covering to be installed,taking into account the wider sheet-
width.
6.3.2 Fasteners:
For exposure<24 hours,corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head,
minimum 1-inch diameter plastic or metal no nails or FBC HVHZ nails&1-5/8"diameter tin caps(with the rough
edge facing up). The use of staples is prohibited.
For exposure>24 hours up to maximum 30 days, corrosion resistant fasteners shall 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.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FRC R905.1.1 states: Y..except metol cap nails
shall be required where the ultimate design wind speed, V.,equals or exceeds 150 mph."
Owens Corning Roofing and Asphalt,LLC has furnished data to permit the use of 1-inch diameter plastic cap nails
in lieu of metal cap nails for these applications, when the RhinoRoof U20 underlayment is installed beneath
mechanically fastened prepared roof covers referenced in FBCTable 1507.1.1 or R905.1.1.
6.3.3 Single Laver:Roof Slope>4:12:
End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 4-inches. Refer to
Owens Corning Roofing and Asphalt, LLC recommendations for alternate lap configurations and/or the use of
sealant under certain conditions.
For exposure<24 hours,use at every-other tastening 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 underlayment need only be preliminarily
attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If
this occurs, remove the cap nail and patch the hole in accordance with Owens Corning Roofing and Asphalt, LLC
published instructions.
6.3.4 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 6.3.3, but
maintaining minimum half-width plus 1-inch side(horizontal)laps,resulting in a double-layer application.
NEMO ETC,LLC Evaluation Report 140510.02.12-114
Certificate afAulharization#324555 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL15216-R4
Rhincio of underloyments Manion 4:U4f19ftUla
Page 3 of 4
OONEM(Djetc.
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:
Qingdao.China
QUALITY9.
Intertek Testing Services NA Inc.—QUA1673; (608)836-4400
-END OF EVALUATION REPORT-
NENIO ETC,LLC Evaluation Report M510.02.12-R4
Certifiate OJAuthoFization#3225 6TH EDITION(2017)FDC NON-HVHZ EVALUATION F315216-R4
N11I0ON00f uroerlaVineom NPVISIOn 4:milsimis
Page 4 W 4