HomeMy WebLinkAboutRevisions (2) 51 •
1
OFFICE USE ONLY: 2Z
DATE FILED: v� d ^ ` PERMIT# 170-5-- 0035
REVISION FEE: RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION RCEIVCD
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.5652
(772)462.1553 J U N 0 5 Z018
APPLICATION FOR BUILDING PERMIT REVISION ST. Lucie county, Permitting
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: 7J �ffl))2-
?11 P 2 e L 4 e /
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST.LUCIE CO CERT.#:
BUSINESS NAME: nSc7►'1
QUALIFIERS N
ADDRL : ^ 3
CITY: _ STATE: L ZIP:
PHONE(DAYTIME): - - Q 6) FAX:
q /y -51j - o3s-s
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: S E: ZIP:
PHONE(DAYTIME): FAX:
K u
SLCCC: 9123109 O V
R d 06 0/1
AIL
COPs�� V,I
PAUL WELCH INC. RECEIVED
Mechanical * Electrical * Civil Engineering i U N 1 1 2018
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie,FL 34984 ST. Lucie county, Permitting
Phone (772) 785 - 9888
Email pwelchinc@aol.com
June 11, 2018
Re: Garcia Residence
4735 Selvitz Rd.
Fort Pierce,FL
Permit#1705-0035
To Whom It May Concern:
Please be advised of the revisions to the above referenced project as follows:
1)Revise roofing to be "Exterme Metal Fabricators" 1"Nail Strip (FL#17022.5).
a) Attach metal roofing with corrosion resistant Pancake-Head screws#10 x 1"
minimum(minimum 3/16"penetration through deck). Fasteners to be in the
nailstrip at 6" O.C. every panel.
b) Seam adhesive not required.
Thank you for your attention to this matter.
Submitted by:
PA WELCH INC.
Paul Welch,P.E.
Reg. No 29945
PW:pj
RECEIVED
EXTERIOR RESEARCH &DESIGN, LLC.
J�I r, 20 $ Certificate of Authorization#9503
E�® 353 CHRISTIAN STREET, UNIT#13
ST. Lugin.,Pptanty, Permitting OXFORD,CT 06478
(203) 262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-116
Rutherford, NJ 07070 Date of Issuance: 10/25/2012
(800) 516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use.of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6ch Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity 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 6.
Prepared by:
_ 1 -
OF ��
Robert J.M. Nieminen, P.E. c�'hj"�r ;�� ` 1` The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed
document.
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 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.
_)0
\\JTRINITYI ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 61h Edition(2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC 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,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
a . •
a
-,)o
\\JTRINITY�ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE It ROOFDCOVER OPTIONS,
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle
Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
e
TABLE 1A ALLOWABLE TILE ADHESIVE/;UNDERIAYMENT COMBINATIONS1'
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TIIeBondT1 FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6"'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
TRINITY�ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12) and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12), Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2)spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
TOP.,�INITYERD
5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WDl, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2 `TILE SLIPP,AGE;LIMITATiION$FOR"DIRECT DECKTILE INSTALLATIONS
Underlayment Tile Profile Staging Method MaximumSlope
Flat Max.10-tile stack 6:12
Lugged Max. 10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
T 4 $
� �a,>:. ' �`"x \•§`tea�a f 7, � '� � 1��,Y
3
Tri-Built S/A HT TU
Underlayment
Lugged
I ila y'�
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 5 of 6
TRRINITYIERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand-press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HTTU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 6 of 6
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RCIS Home i Lop In I User Registration t Hot'Topics i Submit Surcharge i Slats!1 Facts Publications FBC Staff i aCIS Site hap i Links ( Search
e- r
6US"":".hrc..
Product Approval ECEIVED(1,,,�,�]1 £ r
„rt hnnrnval hllUtt{>Prnnuct or ArpJicninl},S,y;py{jt> s t inpy;�a Application oatoll
J U N 0 5 2018
{ FL Ir FL17022 R7 Permitting
Application Type. Revision ST. Lucie County,
Code Version 2017
Application Status Approved
Comments 08/18/2017v.date reapply 08/21/17
Archived l l
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034.
fivalidation@yahoo.com
Authorized Signature Richard McKuhen
fivaiidation@yahoo.com
Technical Representative Richard McKuhen
Address/Phone/Email 2160.SW Poma Drive
Palen City,FL 39990
(772)872-8034
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
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 LOCKE BOWDEN
the Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Zachary R.Priest,P.E.
R11 Validation Checklist-Hardcopy Received
Certificate of Independence Fk17022 R7 MI FL 17022.1 S V CRiMn 5r.a01
Referenced Standard and Year(of Standard) Standard YM
TAS.125 2003
UL1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/18/2017
Date Validated 08/25/2017
Date Pending FBC Approval 08/28/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
17022.1 1-'SV Crimp"(116) 26 Gauge steel,3/8'rib height,24'wide lapped roof panel
mechanically attached to 15/32'plywood or Wood Deck with
fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 If FL 17022.1 5 V CRiMP ssr.odf
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions.Install the F 17022 R7 AE FL 17022.1 5 V CRIMP ser.ndf
assembly In compliance with the installation method listed In Created by Independent Third Party:Yes
this report and applicable code sections of FBC.Refer to
manufacturer's Installation Instructions.
17022.2 2-"5V Crimp"(116) 0.032"Aluminum;3/8'Rib height,21"wide lapped roof
panel,mechanically attached to 15/32"plywood or Wood
Deck with exposed fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 Ii Ft-17022.2 5 V CRIMP 0.032 ALUM ssr.odf
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditlons.Install the FI 17022 R7 AE FL 17022 2 5 V CRIMP 0.032
assembly In compliance with the Installation method listed In (µ,UM ssr.odf
this report and applicable code sections of FBC,Refer to Created by independent Third Party:Yes
manufacturer's Installation instructions.
17022.3 3-'1.5'Mechanical Seam"(115) 1.5'rib height,Ir wide,24 gauge steel,standing seam roof
panel mechanically attached to 15/32"plywood or wood deck
with clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No Fl 17022 R7 If FL 17022.3 t s MECHANICAL
Approved for use outside HVHZ:Yes seam 24na ssr.ndf
Impact Resistant:No Verified By:Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Rarer to evaluation report for conditions and Evaluation Reports
limitations of use.Install the assembly In compliance with FI 17022 R7 AE FL 17022.3 14 MECHANICAL
the installation method listed In this report and applicable seam 24aa ssr.ndf
code sections of FBC.Refer to manufacturer's Installation Created by Independent Third Party:Yes
instructions.
17022.4 4-'1.5"Mechanical Seam"(RS) 1.5'rib height,16"wide,0.032"aluminum;standing seam
roof panel mechanically attached to 15/32"plywood or Wood
Deck with clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL170 2 R7 If FL 17022.4 MECHANCCAL SEAM
Approved for use outside HVHZ:Yes ALUMINUM ssr.edf.
Impact Resistant:No Verified By:Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions and Evaluation Reports
limitations of use.Install the assembly In compliance with El 17022 R7 AE FL 17022.4 MECHANCiAL SEAM
the Installation method listed In this report and applicable ALUMINUM ssr.0df
code sections of FBC.Refer to manufacturer's Installation Created by Independent Third Party:Yes
instru S.
17022.5 5-"1 in.Nall Strip"(R5) 1"rib helght,_,16"wide,26 gauge steel,standing seam roof
panel mechanically attached to.15/32"plywood or wood deck
with fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No y7072 g7 11 F •7677 s . o NAiLSTRIP eegndf
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 170 2 5 1.0 NAiLSTRIP ssr.odf
limitations of use.Install the assembly In compliance with Created by Independent Third Party:Yes
the Installation method listed In this report and applicable
code sections of FBC.Refer to manufacturer's installation
Instructions.
17022.6 6-"1 in.Nall Strip"(115) 1"rib height,16"wide,0.032"aluminum,standing seam
roof panel mechanically attached to attached to 15/32"
plywood or Wood Deck with fasteners,
Limits of Use Installation instructions
Approved for use in HVHZ:No Ff 170.2 R7 Ii FL 17022.6 1.0 NAR_STRi'I_Q. Z
Approved for use outside HVHZ:Yes ALUM SSr.Rdf
Impact Resistant:No Verified By:Locke Bowden,P.E,49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions and Evaluation Reports
limitations of use.Install the assembly in compliance with EL1Z422_RZ Ae eL 17022.6 t..4_NAILS1[iI'-0..02
the installation method listed In this report and applicable ALUMR ssr.odf
Code sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes
Instructions.
17022.7 .7-"13 in.Nall Strip°(RS) 1.5"rib height,19"wide,26 gauge steel,standing seam roof
panel mechanically attached to 15/32"plywood or wood deck
with fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022_R7 11 A.17022.7 1.5 N it Strip 26GA ssr.odf
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and F7022 R7 AE FL.17�LI Q22 7 1.5 Nail Strip 26GA ssr.Q(f
limitations of use.Install the assembly in compliance with Created by Independent Third Party:Yes
the Installation method listed in this report and applicable
code sections of FBC.Refer to manufacturer's installation
instructions.
17022.8 8-"EMAX Rib"(R5) 29 gauge steel,lapped roof panel mechanically attached to
15/32"plywood or wood deck with exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLt7022 R7 iI FL 177022.8 EMAX Rib 5sr.odf
Approved for use outside HVHZ:Yes Verified By,Locke Bowden,P.E.49704
Impact Resistant:No Created by independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and FI 17022_R7 bF 1776zz,$)MAX Rih esr pdf
limitations of use.Install the assembly In compliance with Created by lhdependent.Third Party:Yes
the Installation method Ilsted in this report and applicable
code sections of F8C.Refer to manufacturer's installation
instructions.
17022.9 9 PBR MAX"(RS) 26.gauge steel,lapped roof panel mechanically attached to
15/32"plywood or wood deck with exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FI i70. R7 it FL 17022.9 POR RiB ssr.odf
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and EL)7022 R7 AF Ff. 17022.9 PBR RiB ssr pdf
limitations of use.Install the assembly In compliance with Created by Independent Third Party:Yes
the installation method listed In this report and applicable
code sections of FBC.Refer to manufacturer's installation
instructions.
Bacit Next
' Contact::760i filair Stolle Road,Tallahassee Ft.37399 Phone:850.467-1024
The State of Florida is an AA/Eeo employer,Courinht 2o07.2013 State ofFlorlda.it Privacv statement::Acce5fihnity Statement::.Reran Statement
Under Florida law,email addresses are public records.If Vail do norwant your e-mail address released In response to a publieaecotds request,do not send electronic
mad to this entity:Instead,.contact the office by phone or by traditional mad.if you have arty questions,please contact 850.487.1395.'Pursuant to Section 455.275
(1),Florida Statutes,ellective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emalls provided may be used for official communication with fne licensee,However email addresses are public recoiv.fir you do not wish to supply a personal address,
please provide the Department with an email address which can ba made,avallable to the public.T'o determine if you are a licensee under Chapter 455,F.S.,please
chick Hors.•
Product Approval Aaop".
Credit CA(d
Safe;:
.N;Rmm�
2160 SW Poma Drive
Palm City, FL 34990
7.7272-8034
Compliant with Florida Building Code 2017'(6t" ed.)
Compliant with Florida Product Approval Rule#611320-3
Compliant: Keystone Certifications
Product: 1" Nailstrip 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.;Attached to min.15/32"plywood or
Wood Deck w/0.42 specific gravity-with 16"Coverage (Max.)
Rib Height 1"
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.)thru
bottom of support.
Adhesive/Sealant : Bostik 9151" Chem-Chalk one component, polyurethane adhesive with
3/16"continuous bead application along base of male rib vertical flange at each panel
seam.
Underlayment: To be compliant with FBC Sec 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507.
Install Details;y Table A _ Allowable Loads ,. METHOD 1 METHOD 2
DESIGN PRESSURE* -86 PSF Main field .97 25 PSF Perimeter
FASTENER SPACING
.�_--
. .-.._.._._._...-_.._......._...._._..:,.._.. _._
SEAM ADHESIVE Not required 311V continuous bead
see details
_...._..._._ ... ...__Ksw_.M.x___ - -
Reference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527
( UL 580.06&UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen#1
i{
[EQUIVALENCY.UL1897-04 is equivalent to Test Standard UL1897712. *Design Pressura margin of safety 2:1
Certificate of independence:
Locke Bowden,P.E.does not have,not will acquire a financial lVorestAr)ggy,company manufacturing or distributing products
under this evaluation. _+�.�`'�C:D
Locke Bowden,P
report. .E.is not owned,operated,or control!���.y!.(,.].� �ctorer,or distributing products under this
q` Y 41
0. +•
A71 2
• " seat
STATE OF �� r
'�prr• t0RIDt.�,
ass C�'}��,•+.r••`�C;. .;%
Limitations:
1.Underiayment to be compliance with current Florida Building Code(FBC)2017 6°'ad..
2.Minimum slope to be compliant with Florida Building Code 2017 61h ed.,and per with Manufacturer's installation reference.
3.Products are compliant for State of Florida product approval per Rule 61 G20-3.Compliance Method:1-D
4.Engineering analysis for"project specific approval by local authorities wtjurisdiction is allowed by other registered engineers.
5.Fire classification is not part of this acceptance.Shear diaphragm values are outside this report.
6.Support framing in compliance w/FBC 2017 6"'ed.,Chapter 22 for Steel,Chapter 23 for Wood and Chapter 16 for Structural
Loading.
7.This report does not imply warranty,installation,recommended product use outside of this report.
FL 17022.5 1.0 Nail Strip(26GA Steel),16"Wide Roof Panel-Details
16"
3/4�"
Panel Profile
16"ox.
Deck:
-15/32"or greater Plywood,or
-Wood plank
Integral Snap Lock
�I For METHOD 2:
Apply 3116"Bead Bostik 915TM Sealant
Continuous Along Male Rib Vertical Flange
-l',`' \L``--' Fastener
#10 x 1"Min. per Table"A"
Pancake Head Wood Screw
(Typical Fastening.Pattern Across Width)
FL 17022.5 1.0 Nail Strip(26GA Steel),16"Wide Roof Panel-Details
Fastener
#10 x 1"Min. per Table"A"
Pancake Head Wood Screw
V Nail Strip Roof Panel
Q"
Seam Adhesive Application:
Deck: For Method 2
15/32"or greater Plywood,or Apply 3116"Bead Bostik 915Tm Sealant
-Wood plank Continuous Along Male Rib Vertical Range
(Refer to Table"A")
Isometric View