HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
' DATE FILED: I
l
REVISION FEE:
PERMIT #
RECEIPT if
PLANNING & DHVI%@M NT`SERTI+CE
BUILDING & CODE REGULATION DMSION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUII,DING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE ,. _ //��
ADDRESS: .53-3 % 1,bo! EGG C_..1kcj.,c
/-L 34 e/s L1
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
GCJj� 1,� l2c-i= CRf=
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:Cff-0Sb ST. LUCIE COUNTY CERT. #: 7�®�
BUSINESS NAME: R45 5O z A 9f-1IL1S T,(9rC
QUALIFIERS NAME:
ADDRESS: . !
CITY: _S 645' ►4A-Y STATE: �L ZIP:
PHONE (DAYTIME): 2.1=2 12 35 -<-W*7n FAX:
4. OWNERBUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
Revised 07/22/2014
STATE:
FAX:
STATE: '
FAX:
ZIP:
ZIP:
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Florida Building Code Online
`villa Department«
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a
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Product Annroval Monu > ProA i t or Anoll a[lon S arch > Bppli ation I rst > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
FL17443
New
2014
Approved
3 A TAYLOR ROOFING
302 Melton Drive
FT PIERCE, FL 34982
(772)466-4040
Flvalidation@yahoo.com
jtie, Cody
I �
1�
Page 1 of 2
EVA,
Publications FBC Staff BCIS Site Map Unks Search
rica �i �.fvS AIND ALL PROPOSED WORK
BARE 13UDJECT TO ANY CORRECTIONS .
REQUIRED 1131Y FIELD INSPECTORS THAT
:•. MA"I BE'NECESSPARY, IN ORDERTO:
6iCf�'� L�r. Irt :! LA?.PLICAL as CODES:''
Kyle Taylor 1 190 — —"A15
flvalidation@yahoo.com S d. LITC7E C'0IT'TTa' PUT—ITI°T0 DIVISION
RF tJF�T'WED FOR � >`,L4XCE
DATE 11
r'LY.�S A TD PE'TUAITFP�dIi�JST kE XEPT ON JOB
Category cz:ii;
Subcategoryg
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
F Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Locke Bowden
Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/11/2021
Validated By Hermes F. Norero, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL17443 . RO COI Certificate of Indeoend Locke Bowden P.E..odf
Referenced Standard and Year (of Standard) Standard
ULS80
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Year
2006
CONCEALED FASTENERS OR ATTACHME0
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
Method 1 Option D
https://Horidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6A%2brQi3pbzvra%2b%2fl bg7g2KOBRzEzIHXSCw%3d%3d July 28, 2015
Florida Building Code Online Page 2 of 2
t Date Submitted 03/02/2015
Date Validated 03/02/2015
Date Pending FBC Approval 03/05/2015
Date Approved 04/15/2015
Summary_ -of Products
---------------
FL # Model, Number or Name Description
i 17443.1 15 V Crimp 26GA 1/2" rib height over 15/32" plywood
i
...,1-- - -- — _ ..— ---- --- -- -_---._. _ _.... _ —_ - ----- ------ - -
i Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17443 RO II 5 V Crimp Fastening Detail.pdf
Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-129.25 Evaluation Reports
i Other:-129.25 @ 6" o.c. -69.25 @16" o.c. margin of safety FL17443 RO AE FL 17443 ] A Taylor Roofing 5 V Crimp
1; 2:1 with 24" max. coverage Install per manufacturers detail. Report-ss.pdf
I Not for use in HVHZ. Created by Independent Third Party: Yes
Cnnract ll<:; 1940 Nnrth Monroe Street_ Tallahaccpe FI 77199 Phnne• RSn-4R7-IR74
The State of Florida Is an AA/EEO employer. rnnvrlght M117- n11 State of Florida :: Privacv Statement :: Arree<Ihility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. Pursuant to Section
455.2750), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please dick bgm.
Product Approval Accepts:
® et1
USEW
CreditSCarFdE
https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtCUGgvjQiz6A%2brQi3pbzvra°/92b%2flbg7g2KOBRzEzIHXSCw%3d°/a3d July28,2015
File Comb
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Certificate of Authorization No, 29824
17520 Edinburgh Drive
Tampa, FL 33647
(813)480-3421
2010 FLORIDA BUILDING CODE
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued May 7, 2014
1 Owens Corning Parkway
Toledo, OH 43657
(800)438-7465
www. owenscorn i n.g. corn
Manufacturing Location: Brentwood, NH
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category:
Roofing
Subcategory:
Underlayments
Code Sections:
1507.2.4. 1507.2.9.2, 1507.3.3, 1507.5.3
Properties:
Physical properties
REFERENCES
E02M
Report No.
Standard
Year
PRI Construction Materials Technologies (TST6049)
NEI-039-02-01
ASTM 0 1970
2001
PRI Construction Materials Technologles (TST6049)
NEI-042-02-01 REV2
ASTM D 1970
2001
PRI Construction Materials Technologies (TST6049)
NEI-045-02-01
TAS 103
1995
PRI Construction Materials Technologies (TST6049)
NEI.045-02-01
ASTM G 155
2005a
PRI Construction Materials Technologies (TST6049)
NEI-053-02-01
TAS 103
1995
PRI Construction Materials Technologies (TST6049)
NEI-053-02-01
ASTM G 155
2005a
PRI Construction Materials Technologies (TST5049)
NEI-093-02-02
ASTM D 1970
2001
PRI Construction Materials Technologies (TST6049)
OCF-213-02-01
ASTM D 1623
2009
PRODUCT DESCRIPTION AND LIMITS OF USE
WeatherLock® G
WeatherLockO G is an ASTM D 1970 self-adhesive underayment constructed from SBS
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.
WeatherLock® G is permitted to be used with mechanically fastened asphalt shingles,
wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the
roof deck shall be limited to a maximum 30 days.
WeatherLockV Mat
WeatherLock® Mat is an ASTM D 1970 self-adhesive underlayment constructed from
SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
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 with mechanically fastened asphalt shingles,
wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the
roof deck shall be limited to a maximum 30 days.
WeatherLock®
WeatherLock® Specialty is an ASTM D 1970 self-adhesive underlayment constructed
Specialty Tile 8 Metal
from SBS modified asphalt and surfaced with a non -woven polyester fabric. The product
is supplied in 2 sq. rolls with. nominal dimensions of 3-ft x 66.7-ft and 2.14 sq. rolls with
nominal dimensions of 3-ft x 71.3-ft.
OCR14002
FL9777-R3 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 9N-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.
e
CREEK
TECHNICAL SERVICES, LLC
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock(D Self -Sealing Ice & Water Barriers
WeatherLock® WeatherLock® Specialty Tile & Metal is permitted to be used with mechanically fastened
Specialty Tile & Metal asphalt shingles, clay or concrete tile, metal roof panels or shingles, wood shakes or
(continued) shingles, and slate roofing as prescribed in the FBC_ WeatherLock® Specialty Tile &
Metal is permitted to be used with adhered clay or concrete tile roofing using either 3MTM
2-Component Foam Roof Tile Adhesive AH-160 (3M Company) or TILE BONDTm Roof
Tile Adhesive (The Dow Chemical Company) up to a maximum design pressure of A5
psf and in accordance with the system approval. Exposure on the roof deck shall be
limited to a maximum 90 days.
PRODUCT APPLICATION
Min. Roof Slope:
Application:
Min. Application
Temperature:
GENERAL LIMITATIONS
The maximum roof slope shall be 6:12 when used with clay 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 than 10 tiles per stack.
2:12 or in accordance in with FBC
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.
The underlayment shall be installed direct -to -plywood decking 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
eave, and with minimum 3" side laps and minimum 6" staggered end laps. End laps for
WeatherLock® Specialty Tile & Metal 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 nail the underlayment 18-inches on -center as needed (nails shall be
installed perpendicular to deck with the nail heads Flush to the top surface of the
underlayment). WeatherLock® Specialty Tile & Metal shall be back nailed when
installed on roof slopes greater than 3:12.
For valley applications, the roll shall be applied centered along the valley prior to
installing the underlayment at the eave. For eave protection, the underlayment should
extend to a point 24-inches inside the exterior wall.
The underlayment shall be installed over metal drip edge at the eave, and under the drip
edge at the rake or valley pan when used as a valley liner. Alternately, it is permissible
to install the underlayment under the drip edge in accordance Section 1507.2.9.3.
40"F; Contact the manufacturer when installing at temperatures below the minimum
application temperature.
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluaton.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies 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.
5) The space under the deck area shall be properly 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) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
OCR14001
FL9777-R3
2 of 3
This evaluation report is provided for State of Florida product approval under Rule SIG20-3. 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. ,
X _ .
Ar
CREEKOWENS
Weathe CORNING ROOFING AND ASPHALT LLC
WeatherLocke Self -Sealing Ice &Water Barriers
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein have demonstrated compliance with the 2010 Florida Building Code as evidenced in
the referenced documents submitted by the named manufacturer.
�11%J1urlr1rri
R, p
G -" c EN
No 74021
zo1420:1po5.a7
��, STATE OF .:��►�
��i:..
/�
-�
.. O R t 0 P C?��`
,"�Ak-
Zachary R. Priest, P.E.
Florida Registration No. 21
, ��,
Organ ationNo. ANE9641
CERTIFICATION OF -INDEPENDENCE
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
OCR14001 FL9777-R3 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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.
File Copy
Locke Bowden, P.E.
9450 Alysbury Place
Montgomery, AL 36117 FL # 17443
JA Taylor Roofing Inc
302 Melton Drive
Fort Pierce, FL 34982
Product:
5 V Crimp thru Fastened 1/2" rib at each panel edge and one in the center of the panel, 24" net coverage,
26GA min. over min.] 5/32" thick CDX plywood decks.
Compliance: Florida Building Code (FBC) 2014; Section 1504.3.2, Section 1507.2.8, Section 1507.4.3
UL580 "Tests for. Uplift Resistance"
Description: Architectural metal roof panel, 26 gauge metal panels; over min. 15/32"CDX plywood
and shall comply with Florida Building Code 2014, Section 1507.4.3
Installation: Install per manufacturers install details in accordance with FBC 2014, Section 1507.4.2
-Deck-Slope 2:12 or greater and shall be compliant with Florida Building Code 2014, Section 1507.4.2.
Design Pressure:-129.25 psf @ 6"o.c. and-69.25psf @16" o.c.; Fasten along the crown of the rib in the
center of panel and along the.lap. Design pressure includes safety factor =2.0. First fastener to be within 3"
of panel- edges. Min. 8d x 2" annular ring shank nails spaced 6" o.c. reroofing, with less than 19/32" plywood
9min. 15/32"), this attachment is to be used in addition to existing attachment. Deck attachment to be by
other design professional.
Underlayment: approved product in compliance with FBC 2014, Section 1507.2.8
Thru-fastened over, min.15/32" plywood
Fasteners: #9-15 HWH corrosion resistant fasteners with sealing washers, metal to wood connections with
fastener length to penetrate 5/16" through substrate per Florida Building Code 2014, Section 1507.4.4
Conditions of Use: Not for use in HVHZ. Install per manufacturer's instructions and must be designed
In compliance with Florida Building Code 2014. Manufacturer is compliant with Rule 61G20-3; wherein
manufacturer complies under a quality assurance program audited by approved
Quality Assurance Entity; Keystone Certifications valid thru 4/11/2021
Evidence Submitted:
a. UL 580/TAS 125 Tests for Uplift Resistance
b. Reference -Test Report 0224=0501-06 Hurricane Test Laboratory ��ti�t,tt„r�r�
C. Test equivalency standard - the UL 580-94 test standard is equiA, nao ®t gf,5A0-06
d. Quality Assurance -Procedures and Documentation %CENSF ° �;���'���
No.4�3"/04 -_
O
o STATr��v"-T
0
FL
This report does not guarantee or warranty any product validated.or installed. Manufacturer's warranty applies.
5 V Crimp
Fastener- #9-15 corrosion resistant w/sealing washers
24" coverage
Fastener: #9 x 15 corrosion resistant with sealing washers
in Compliance with 2014 Florida Building Code, Section 1507.4.4
Perimeter fastening: 6"o.c.
Main Field fastening12"o.c.
Panel Width: 26"
Panel Coverage: 24"maximum
26 GA Architectural Metal Roof panel