HomeMy WebLinkAboutBuilding Permit ApplicationJOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 4671179 OR BOOK 4379 PAGE 1116, Recorded 02/06/2020 11:15:04 AM
7Hts INt3dET
Name: � 11'EPAREO B,
Address: R�il45 SLLL
-
NOTICE OF COMMENGEMENT
PGuRANambar. _
Parcel lD Humber. 7'�,,,'�t
The mtdalsigned he21w gives notice that Improvernem vat! De made to ceroin real f
�
felictsfrtg im mtation is provided 41 this Notice of Comma cemanL p • and in acecrd^once unite C432pter 723, F!ori~Ja Statutes,. Gov
Z. GENERAL DESCISPTtON OF lNPROVENENT,
Rz-'�'ot7F
3. OWNER fNPOR0. "UN OR LESSEE WFORNATION IF THE LESSEE GON3RAC'M[) FOR THE IMPROVEMENT:
Name and addsess�j„-�t= fi A14-- U 610-7 /I 1817R9;; � 1�-2,,-P �
Interesf tm propedr._.3 i... 2.. bwN fxnt.
Fee Slmpte'fRto Holder (if mhar than ovmar fisted apdye) Name:
& 4urcr:rr lh applicable, a copy of the payment bond
Attount cf Bond:
S. LENDER: Name: Phone Number
7, PemQ= within the State of Florida Designated by Owner uponwhom notice or other documents may be sewed as provided by Section
T13.13(ij(aj7, Florida Statutes.
Phone Munk
8. In adtlr.3on, Owner tlesign-dtes ..._-
to recePve a copy of the Uanafs Notice so provided in Section 713.13(1)(b}, Flodde Statutes. Phone number:
9. Exmiafinn Dam of Notice of Commencement (The exphallen lS 7 year from date efrecardfng unless a dswerenttlee is Spec"
Re
70 O' ,V4M.- ANY PAYMOM MADE Sy THE OWNER AFfc'�ii THE EXPIP.ATaON OF THE NOTICE OF COMMEMCEXj.- T AR{
CONSIDERED ffNFROPF-R PAYMENTS UNDER OHAPTER 713, PART t. ECrON 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOU PAYING MICE FOR IMPROVJ 1WENTS TO YOUR PROPERTY. A NODCE OF COWAe& (•DENT MUST' BE RECORDED AND POS`sED ON TH!
OR AN A
YOUR LENDER Jbt3 SITE BEFORE THE PRST tNSPEMON. IF YOU INTEND TO OBTAIN FJNA=NG. CONSULT iM1rfLENDERi i ORNE^ 8 SIT'.^.OMlv1EN(:iNC Wf]RI! t7R Rt a^rNineur_ vrveclurxrrrc.,�.-...u,�.....-......-
Efgnal�mtarereuel,evert, ar P.voerawkexs<s3
�r'1 'LHwU6RllNlL^CSfP6J%/}iafugEe
di-
srateaf_ �/0R/,Z7A countyoi�3Ty� � zD 7frs`f-G7tr^agoing ansuumen�iw�,ars�,a,,e'krnmviedged before me Yfrise77 T� day ofJ 226 1� q
by i�iNx( �1l`+�+Y---�--- YJho is ParsonatUJ knowr. to.,, ry,R
'Oho has produced identi.-l" y( type of identifitatfon produced:
,�Y'� GHRrsTIHECUtritath5
'��•:.Y`� Commisslond!GG248714 1
vs , ExPlles January 3Q. ip23 �^�J�F�� ..-
3?p" 9nMeClrtv Bu'lael.XolWSeepft. ;. +,v S`a�.*;ve -
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number:
SIC'
f Building Permit Application`
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce Ft 34982
Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential X
PERMIT WE: Re -Roof Shingles
PROPOSED IMPROV€M€NT LOCATION: 6107 Raintree TRL, Fort Pierce
Address: 6107 Raintree TRL, Fort Pierce, FL, 34982
Property Tax ID #: 3402-610-0057-000-0 Lot No. 35
Site Plan Name: Saxton Roof Block No. 71
Project Name: Saxton Roof
DETAILED DESCRIPTION OF WORK:
Re -Roof Shingles ? —
i a -
CONSTRUCTION INFORMATION:
Additional work to be performed under this permit —check all that apply:
Mechanical _Gas Tank ^Gas Piping _Shutters
_ Electric _ Plumbing
Total Sq. Ft of Construction: 3300
Cost of Construction: $ 20,000
—Sprinklers _Generator
Sq. Ft. of First Floor: 3300
Utilities: _Sewer _Septic
Windows/Doors
oof 5112 Pitch
Building Height: 12it
OWNERAESSEE:
CONTRACTOR.
Name Jennifer M Saxton
Name: Joseph Piagentint
Address- 6107 Raintree TRL
Company: GSD Construction Services LLC
Address:407 Daytona St
City: Fort Pierce State: fL
Zip Code: 34982 Fax:
Phone No.
City: Daytona Beach State: FL
Zip Code: 32114 Fax:
Phone No 800-957-1187 , 847-774-9167
E-Mail:
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail joe@gsdeonstruction.com, vlad@gsdconstruction.com
State or County License CCC1332278
if value of construction is 52500 Or more, a KtLUKUtU lVOOCe Of WmOICnmuteu1 +-
if value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _ Not Applicable
Name-
MORTGAGE COMPANY: _ Not Applicable
Name:
Address:
Address:
City: State:
Zip: Phone
City: State:
Zip: Phone:
FEE SIMPLE TITLEHOLDER: _ Not Applicable
Name:
-BONDING COMPANY: _Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association ruies, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
in consideration of the granting of this requested permit, i do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YIIUR-LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT."
Sig ureofWrier/ ee/Contractor as gent for Owner
Signature of ontracor/Uc nseHolder
STATE OF FLORIDA
STATE OF FLORIDA
COUNTY OFwu_e�c
COUNTY OF sT.wae
The forgoing instrument sl1acknowledged before me
�T L5r—
The forgoing instrument was acknowledged before me
December 26 &by
this day of C , 20-d by
this? day of
Josaph PiagenGni
Name of person making statement.
Name of person making statement.
Personally Known OR Produced Ide io
Personally Known x OR Produced Identification
Type of Identi I
Type of Identification
Produc /
r
Produced
(Sig r Not Public -State of Fbrida)
Signature of Notary Public -State of F Vladimir Penev
CHRISTINEC
TARYPUBLIC
Commission Noti�i79�%% „ all Commisslon#GG
Tmmission No. cG�E'j5a3 Sv�NNC
ATE OF FLORID
Ezplmshnuary30,
omr(i{}`GG98t583
'"t �f 14t,P` armMQTnniBWaNNOWr
REVIEWS
i FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev. Z///19
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
TRINITY ER® 353 CHRISTIAN STREET, UNIT #13
VOXFORD, CT 06478478
(203)262,9245
EVALUATION REPORT
Owens CorningA"•` Evaluation Report 037940.0212-R8
One Owens Corning Parkway FL'10674-1113
Toledo, OH 43659 Date of Issuance: 02/06/2012
(740)404-7829 Revision 8: 10/09/2017
SCOPE:
This Eval%ation Report is issued uncfer Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R90S.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. Trinity IERD 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) ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/09/2017. This does notsem as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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. Trinityl 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 Trinityl 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.
ROOFING SYSTEMS EVALUATION:
1.
2.
3.
4.
SCOPE:
"�TRINI TYIERD
Product Category: Roofing r
Sub -Category: AsphaltShingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Coming, have
Wonstrated
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.
STANDARDS:
a
Section
1507.2.5, R905.2.4
1507.2.7.1, R905.2.6.1
1507.2.7.1, R905.2.6.1
REFERENCES:
Entity
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)
UL LLC (QUA9625)
PRODUCT DESCRIPTION:
Proper
Physical Properties
Wind Resistance
Wind Resistance
Examination
Physicals & Wind Resistance
Physicals & Wind Resistance
Physical Properties
Wind Resistance
Physicals & Wind Resistance
Wind Resistance
Physical Properties
Physical Properties
FBC HVHZ Compliance
Quality Control
Standard
ASTM D3462
ASTM D3161
ASTM D7158
Reference
File R2453, Vol. 3
20120516-R2453
06CA20263
11CA34308
4786093137
4786126532
Classification letter
Classification letter
Various NOAs
Service Confirmation
Year
2010
2016
2011
Date
02/15/2007
05/16/2012
04/18/2006
02/18/2012
02/01/2014
02/10/2014
02/13/2014
10/02/2015
Various
Exp.05/16/2020
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 DevonshireTM are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition' Duration, Duration' Premium Cool, TruDefinition' Duration' Designer Color
Collection, TruDefinition®Oakridge , Oakridgn and WeatherGuard' HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip & Ridge Shingles:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, Pro Edge Hip & Ridge
Shingles and DuraRidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design, LLC
CaMflcote of Authorkution#9503 6' EDITION(2017) FBC NON-HVHZ EVALUATION Evaluation Report 037940.02.12-R8
Owens Corning Asphalt Roof Shingles FL30674-R33
Revision 8: 10/09/2017
Page 2 of 8
1 f�
'Y TRINITY ERD
5_4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable
for use in all wind zones up to Vaud = 150 mph (V,ir = 194 mph). Refer to Section 6 for insti Alation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus notedcheifin 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 V,sd =150 mph (V it =194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
55.4.3 Classification by AST%D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and'a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3.
6. INSTALLATION:
6_1 Underlavment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 611520-3, per FBC 1507.2.3,1507.2.4 or R905.2.3.
6_2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.Z.6, with the following
exceptions:
➢ Berkshire' shingles require minimum five (5) nails per shingle.
➢ WeatherGuard HP shingles require minimum six (6) nails per shingle.
➢ Devonshire•" shingles require minimum six (6) nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.22 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:
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-RS
Certijcare ofputharization #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing —Classic®&Supreme:
Normal Mansard or Area pare
Wind Areas High Wind desvaoes y
Area Para vientos mrmales Areas vientos faertes
i t•' fA) ,-
)'T' z'T B
S'Exposum
Exposicion
6.2.7 Minimum Nailing — Berkshire®:
Sealant strip
/ La tiro do se(fadw
--�• r
8 %i' 9 Py",t' 9 Vi' 8VP
Standard Fastenine Pattern
Normal Mansard or Area pbro
Wind Areas High Wind deswmeAi�y
Area para vientos normales Areas vientos fdertes
i.-a" z' IBI 2,
sst ��azt
i
5 SIB" Exposure
Exposicidn
Sealant strip
La tiro de sellador
t..
6-Nail Fastening Pattern
Sealam strip
La lira de senador
•t �a: •• •� rar r•
t"
r -
t
Y Asphah rooting cement
Cements de luhode astaito
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization H9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing— Devonshire'":
p_ 7" I $,� 8„ 8" 7a t„
thin ti
53/8" exposure
Exposid6n de 5.5/8 pulp Sealant location
UbicarAon del adialor
�.tan0arrl 6-Nall Fastening Pattern
QTRINITY ERD
nr Ctunn Clnne'[ tte.';
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition*
Duration® Designer Color Collection:
4-Nall Fastening Pattern
Standard Fastening Pattern
Mansard or Steep Slope Fastening Pattern
6-Nall Fastening Pattern
1r
6-Nail Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118
Castifwba ofAuthorizotion #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 5 of 8
6.2.1 Minimum Nailing—TruDefinition Oakridge®, Oakridge®:
�i TRINITY ERD
4 Nail Pattern
Esguema con claws
t
55/8"Exposure Nals 55/8"Exposures
Fxpo4chinde55/8pu19. Claws Expos+udnde55/8pN4.
kv
6.2.1
Standard Fastehing Pattern
Fastening for Slopes
6 Nail Pattern
Esguema cons claws
t• r
55/8"Exposure cfam 55/e"Exposure
Eeposici6ade55l8ped9. Exposiudn de 55/8pufa.
Mansard or Steep Slope Fastening Pattern
Minimum Nailing— WeatherGuard® HP:
t• t"-i
6-Nail Fastening Pattern
Slnpb 6It41Mw
vbm hEvB
w
Lkn
cbmlfl�nyh NCI
fJw�ck(
hr6/lpdie
Exterior Research and Design, L-C. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6m EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
q�RINITY 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 Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidgea" Hip & Ridge Shingles shall comply wiithe
Owens Corning current published instrucsiaos, using two (2) nails per shingle. Refer to Owens, C.coning
published information on wind resistance and installation limitations, including the use of hand -sealing for
wind warranties. 1
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 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge:
6.3.4 Minimum Nailing— WeatherGuard® HP Hip and Ridge:
Fig,A qe
ploweal9mlw
�— OINClbn P'.
Halls � �`��-)♦W4
I I�
A
1
1 I l 1
1 I
A 1 I i I
A I I I I
I awn
Fig. C Hip & Ridge Shingle Fastening
Top V w
nape Nnih
T'
2
i` • � P
1" 1"
g Eq..
Z
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-Rg
Certificate of Authorization#9503 6EDMON(2017) FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
fi+
6.3.6
Provailing
Wind Direction Sealant Strip
6° Exposure
Standard;
Fastening ^71•--
Pattom
r�LI�� ~�I �r .. ✓
12` I Sealant
7'J" 6" ISUN
a
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.
,,._ Prrniiag Wud Diratim
0ir"¢io n tlttniraxm d, rrnt
ONOfGM({It TI(IlM pi4'iYfylpT(i
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
Certificate of Au thorization#9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 8 of 8
e' NEMO I etc.
Certificate ofAuthorization #32455
353 Christian Street, gnit #13
' Oxford, C-DO6478
d (203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY'
Owens Corning Roofing and Asphalt, LLC Evaluation Report 140510.02.12-114
One Owens Corning Parkway FLL5216-114
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 61G2G-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 6' Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof 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). NEMO I etc. 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 "NEMOIetc. 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:
Robert J.M. Nieminen, P.E.
'sue:'- r,:.s o-, ;•� __
;"•F "`
'.; p'•.=^<�4 �cu The facsimile seal appearing was euthorized by Robert
Florida Registration No. 59166, Florida DCAANE2983
` '-',,z»,,;,;i,,,,a+` Nieminen, P.E. on 04/15/2018. This does not serve as an
electronically signed document
CERTIFICATION 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 is a building code evaluation. Neither NEMOletc. 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.
ONEMOletc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing;
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Cravens Corning Roofing and Asphalt, LC, has
demonstrated compliance with the following sections of the a Edition (2017) 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.
Section
Properties
Standard
Year
1507.1.1, R905.1.1 Exception
Unrolling, Breaking Strength, Pliability
ASTM D226
2009
1507.1.1, R905.1.1 Exception
Tear Strength
ASTM D1970
2015
TAS 110
Pull -through resistance
TAS 117(B)
1995
Entity.
Examination
Reference
Date
ITS (TST1509)
Physical Properties
100539395COQ 006
10/27/2011
ITS(TST1509)
Physical Properties
100539395COQ-002
10/27/2011
ITS (TST1509)
Physical Properties
100539395COQ-006
03/14/2014
PRI (TST5878)
ASTM D1970; Tear strength
OCF-330-02-02
10/03/2017
PRI (TST5878)
TAS 117(B).; Pull -through
OCF-422-02-01
04/03/2018
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
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).
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 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
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
5.6 Exposure Limitations:
RhinoRoof U20 shall not be left exposed for longer than 30-days after installation.
NEMO ETC, LLC Evaluation Report 140510.02.12-R4
Certificate of Authorization#32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL15216-R4
RhinoRoof Undedayments Revision 4: 04/19/2018
Page 2 of 4
ONEMOletc.
6.1 RhinoRoof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
Published installation instructions subject tA ftl Limitations set forth in Section 5 herein and the specs 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.
6.3 RhinoRoof U20:
6.3.1,, Shall be Installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 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 cap 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-s/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 FBC R905.1.1 states: "..except metal cap nails
shall be required where the ultimate design wind speed, V"J' 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 FBC Table 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 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 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 Layer, 2:12 < Roof Slope < 412:
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
Certificate of Authorization #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report 140510.02.12-R4
RhinoRoof Underlayments FL35215-R4
Revision 4: 04/19/2Ulg
Page 3 of 4
ONEMOjetc.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation
of this product. R`
8. MANUFACTURING PLANTS:
Qingdao, China
Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400
.4` `? - END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 140530.02.12-114
Certificate ofAathorizotion #32455 6`" EDITION (2017) FBC NON-HVHZ EVALUATION FL15216-R4
RhinoRoof Underlayments Revision 4: 04/19/2018
Page 4 of 4
Certificate of Authorization 29824
17520 Edinburgh DrveG CREEK Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, a EDITION (20V,)
,
Manufacturer: OWENS CORNING RAQFING AND ASPHALT LLC Issued October 11, 20,,17
1 Owens Coming Parkway
Toledo, OH 43657
(800) 438-7465
www.owenscoming.com
Mom ufacturing Location: Brentwood, NH
Houston, TX
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category:
Roofing
Subcategory:
Underlayments
Code Sections:
1504.3.1, 1507.1.1
Properties:
Physical properties
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
NEI-039-02-01
ASTM D 1970
2015
PRI Construction Materials Technologies (TST5878)
NEI-042-02-01REV2
ASTM D 1970
2015
PRI Construction Materials Technologies (TST5878)
NEI-045-02-01
TAS 103
1995
PRI Construction Materials Technologies (TST5878)
NEI-045-02-01
ASTM G 155
2005a
PRI Construction Materials Technologies (TST5878)
NEI-053-02-01
TAS 103
1995
PRI Construction Materials Technologies (TST5878)
NEI-053-02-01
ASTM G 155
2005a
PRI Construction Materials Technologies (TST5878)
NEI-093-02-02
ASTM D 1970
2015
PRI Construction Materials Technologies (TST5878)
OCF-213-02-01
ASTM D 1623
2009
PRI Construction Materials Technologies (TST5878)
OCF-237-02-01
UL 1897
2012
PRI Construction Materials Technologies (TST5878)
OCF-252-02-01
ASTM D 4798
2001
PRI Construction Materials Technologies (TST5878)
OCF-252-02-01
ASTM D 1970
2015
PRI Construction Materials Technologies (TST5878)
OCF-253-02-02
ASTM D 1970
2016
PRI Construction Materials Technologies (TST5878)
OCF-272-02-01
TAS 103
1995
PRI Construction Materials Technologies (TST5878)
OCF-296-.02-02
[CC -ES AC 188'
2012
[CC -ES AC 48
2012
PRI Construction Materials Technologies (TST5878)
OCF-297-02-01.1
ASTM D 1970
2015
PRI Construction Materials Technologies (TST5878)
OCF-318-02-01
ASTM D 1970
2015
PRI Construction Materials Technologies (TST5878)
OCF320-02-01
TAS 103
1995
PRI Construction Materials Technologies (TST5878)
OCF-320-02-01
ASTM G 155
2005a
PRI Construction Materials Technologies (TST5878)
OCF-321-02-01
ASTM D 1623
2009
PRI Construction Materials Technologies (TST5878)
OCF-322-02-01
UL 1897
2012
PRI Construction Materials Technologies (TST5878)
OCF-355-02-01
UL 1897
2012
'Determined to be equivalent to ASTM D 226-09, Type I
and 11
OCR14002.8a
1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product Changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AND LIMITS OF USE
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock® Self -Sealing Ice & Water Barriers
WeatherLock® G WeatherLock® G is an ASTM D 1970 self-adhesive underlayment constructed from SBS
(Brentwood, NH) modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft. '
,d
WeatherLock® G is pelf ttfdd to be used as prescribed in FBC Section 1507.1.11or
mechanically attached roofing coverings. Exposure on the roof deck shall be limito tea
maximum 30 days.
WeatherLock® Mat
WeatherLock® Mat is an ASTM D 1970 self-adhesive undedayment constructed from
(Brentwood, NH or
SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
Houston, T)Q
sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions
of 3-ft x 66.7-ft.
WeatherLock® Mat is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
WeatherLock® Metal
WeatherLock® Metal is an ASTM D 1970 self-adhesive underlayment constructed from
(Brentwood, NH)
SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The
product is supplied in 2.0 sq. rolls with nominal dimensions of 3-ft x 66.7-ft.
WeatherLock® Metal is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shall be limited to a
maximum 90 days.
WeatherLock®
WeatherLock® Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment
Specialty Tile & Metal
constructed from SBS modified asphalt and surfaced with a non -woven polyester fabric.
(Brentwood, NH or
The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft.
Houston, TX)
WeatherLock® Specialty Tile & Metal is permitted to be used as prescribed in FBC
Section 1507.1.1. WeatherLock® Specialty Tile & Metal is permitted to be used with
adhered clay or concrete tile roofing using either ICP Adhesives Polyset AH-160 (ICP
Adhesives and Sealants, Inc.) or TILE BOND"" Roof Tile Adhesive (The Dow Chemical
Company). Exposure on the roof deck shall be limited to a maximum 90 days.
The maximum roof slope shall be 6:12 when used with day or concrete tile installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack.
WeatherLock® G (High
WeatherLock® G (High Tear) is a self -adhered, underlayment used as an alternative to
Tear)
ASTM D 226, Type I or Type II roofing felt and ASTM D 1970 self -adhering polymer
(Houston, T)O
modified bitumen underlayment. The underlayment is composed of SBS modified
asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The
product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal
dimensions of 3-ft x 65-ft
WeatherLock® G (High Tear) is permitted to be used as prescribed in FBC Section
1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be
limited to a maximum 30 days.
OCR14002.8a FL9777-R11 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock® Self -Sealing Ice & Water Barriers
Min, Roof Slope: 2:12 in accordance with the FBC
nP'
Application: All underlayments shallt`fistalled in accordance with the FBC. ip
Deck substrates shall be clean, dry, and free from any irregularities and debris. All
fasteners in the deck shall be checked for protrusion and corrected prior to underlayment
application. Prior to beginning installation, the underlayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
?b q
The underlayment shall be installed with the release backer removed and pressed firmly
into place to ensure complete contact with the deck. The underlayment shall be installed
with the roll length parallel to the eave, starting at the save, and with minimum 3" side
laps and minimum 6" end laps staggered min. 6-ft.from preceding course. Additionally, if
applying WeatherLock® Specialty Tile & Metal, end laps shall be primed with ASTM D
41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width
of the lap.
It is permissible to back nail the underlayment 12-inches on -center as needed (nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
underlayment). Additionally, WeatherLock® Specialty Tile & Metal shall be back nailed
when installed on roof slopes greater than 3:12.
Min. Application 40°F; Contact the manufacturer when installing at temperatures below the minimum
Temperature: application temperature.
WIND
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
Underlavment System No 1 — WeatherLock Specialty Tile & Metal Only
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24" o.c.
Underlayment: WeatherLock® Specialty Tile & Metal shall be applied in accordance with
manufacturer's installation instructions to the fastened deck and backnailed along the
selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through
optionally primed, 32ga. x 1-5/8-inch Pi tin caps spaced 12" o.c. The applied
underlayment shall be rolled with a minimum 751b steel roller immediately following
application.
Maximum Design -142.5 psf
Pressure:
-- -- 1"1 I'-^' I Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
. CREEK OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLockO Self -Sealing Ice & Water Barriers
TECHNICAL. SERVICES, LLC
GENERAL LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's publish
application instructions. Where discrepancLes exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.- r
5) The space under the deck area shall be property ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The underlayment may be used as described in other current FBC product approval documents.
8) Design wind load pressures shall be detemlined for components and cladding in accordance with FBC
e 1609. -1,
9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 6t Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
.`�%G� PR.
RY ,......
\G E N SF
No 74021
STATE OF f1JJ
O L✓�
%
CERTIFICATION OF INDEPENDENCE
2017.10.1
09:06:29
04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
OCR14002.8a FL9777-R11 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.