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Code Version 2014 FL# 17022.1
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FL# Type Manufacturer Validated By Status
FL17022- Revision Extreme Metal Fabricators,LLC. Michael John Approved
R6 FL#:FL17022.1 Riemer,P.E.
History Model: 1-"5V Crimp"(116) (561)414-7557
Description:26 Gauge steel,3/8"rib height,24"wide lapped roof
panel mechanically attached to Wood Deck with screws
Category: Roofing
Subcategory:Metal Roofing
Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission'if necessary:
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-48711824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility 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
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),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
click here.
Product Approval Accepts:
ICSH IF.SIM!I ECfECk
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Safe
CBUCK &nQInPPeInQ
SpL cldlty Structural Engtneering CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
°5-V Crimp"
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.1 R6
Florida Building Code 5th Edition (2014)',
Per Rule 61G20-3
Method: 1 - D
metno
Catego Roofing
Sub•Catego u - a egory: Metal Roofing
Product:
Material:
Panel Thickness: Product: 5-V Crimp Roof Panel
PanelVidth: Material: Steel
Support` Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
i
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61G15-23.``1ItI1111/////
James L. Buckner, P.E., SECS ��•` Es•L: BUck,�',,,
Q •• '\.,1OENSF''•.F
IanpId, W&EPVbfessional Engineer#31242
FloridaProfessionalEn neer931242
Fb�d�l�luitdariD/al�ation ANE ID: 1916 *' No 31242
Pro0rl� ''yager: Diana Galloway = * -
Report No y- _� 1 LU
(R-Re rVNo. 16-166-5V-S6W-ER =�,��•. STATE OF
DattRteises 16-123-5V-S6W-ER) •.1ORIDP• C.)
Lofiate: 12/22/ 16 '///6
`S/DNALF� �
Evaluation Report Pages 1-7 ,
i1
Contents:
Evaluation Report Pages 1-7
2016.12.2814:0853-05'00'
CBUCK,Inc. - Palm Beach County,Florida
Phone:(561)491-9927• Email:cbuck@cbuckinc.net•Website:www.'cbuckinc.net
Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062!
FL#: FL 17022.1 R6
Date: 12/22/16
�BUCK Engineering (Page rt No.: 2 of 76-5V-S6W-ER
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
http://www.extrememetalfabricators.com/
Product Name: S-V Crimp
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to
Description: Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation Board (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32" or greater plywood,
• or Wood plank(min. specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure (ASD): Refer to Table A
(Refer to "Table A" attachment details herein)
FL#: FL 17022.1 R6
Date: 12/22/16
CBUCK Engineerinq RepertNo.:36of 5V-S6W-ER
Specialftj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein have demonstrated compliance with the performance
standards listed above as referenced in the current Florida Building Code.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and • This evaluation report for "Optional Statewide Approval' contains technical
Conditions of Use: documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the 'Florida Building Commission is
the authority to approve products under"Optional Statewide Approval'.
Option for application outside "Limitations and Conditions of Use"
• Rule 61G20-3.005(1)(e) allows engineering analysis for"project specific approval
by the local authorities having jurisdiction in ,accordance with the alternate
methods and materials authorized in the Code".Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
• This report is a building code product evaluation per FLOE rule (FAC) 61G15-36 to
comply with Florida product approval rule (FAC)161G20-3.This evaluation report
is part of the Florida Building Commission approval for the listed code related
criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a
design certification of code compliance construction submittal documentation,
per FBC section 107,for any individual structure, site specific or permit design.
• Deck shall be in compliance with applicable building code.
• Design of support system is outside the scope of;this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use,of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program,audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA
1824).
FL#: FL 17022.1 R6
Date: 12/22/16
CSUCK EngineeringPage rt No.: - 76-5V-S6W-ER
4
Spedalty Structural Engineering CBUCK,Inc.-!Certificate of Authorization#18064
Components/Materials Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 Gauge (min.)
Panel Widths: 24" (max.) Coverage
Rib Height: 3/8"
Yield Strength: 50 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated;.or
• ASTM A653 G90 gali vanized steel
Fastener:
FASTENER 1 Used for Attachment Method 1
Type: Hex Washer Head Wood'Screw
Size: #9 x 1-1/2" (or of sufficient length to meet 3/16" min.
Corrosion Resistance: penetration-through deck or 5/8" min.
Standard: embedment;intowood plank)
Per FBC Section 1506.6 a'nd 1507.4.4
FASTENER 2 Per ANSI/ASME 818.6.1
Type:
Size: Used for Attachment Method 2, 3&4
Corrosion Resistance: Hex Washer Head Wood.Screw
Standard: #10 x 1-1/2" (or of sufficient length to meet 3/16" min.
penetration through deck or 5/8" min.
embedment into wood plank)
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME 618.6.1';
Components/Materials: Underlayment:
(by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
I
Insulation (Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs/ft') min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to meet 3/16" min. penetration through deck or 5/8"
min.embedment into wood plank.
'FL#: FL 17022.1 R6
Date: 12/22/16
CBUCK Engineering Page rt No.:5 16-16
76-5V-S6W-ER
Speclalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer to "TABLE A" below and drawings at the end of this evaluation report.)
■ Fastener Spacing: Refer to "TABLE A" Below
(attached to the tops of the V's for a total of 3 screws across the width of the
panel.)
■ Row Spacing: Refer to "TABLE A"Below
(along the length of the panel)
■ Rib Interlock: Lapped
■ 3/16" min. fastener penetration through deck or 5/8" min. embedment into
wood plank
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6" o.c.
Fastener Spacing(along rows): 12"o.c. 12"o.c. 12"o.c. 12"O.C.
Fastener Size: #9 1 #10 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
Install the 5-V Crimp roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's 'installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL 580-06&UL 1897-04—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID: 1527)
Report No.: D5893.01-450-18, Date: 05/02/14
Report No.: F3366.01-450-18, Date: 12/18/15
2. TAS 125—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID: 1527)
Report No.: D5893.02-450-18, Date: 07/22/14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization,I D#QUA 1824)
Extreme Metal Fabricators, Inc. Licensee#974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
FL#: FL 17022.1 R6
Date: 12/22/16
CE3UCK Engineering Page rt No.: 6 of 76-5V-S6W-ER
Specialty Structurc9l Engineering CBUCK,Inca Certificate of Authorization#8064
�I
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
i
Drawings
24"
12"
3/8"
I
OPTIONAL STRIATIONS
Panel Profile
Nominal 12"o.c. now -10 Nominal 12"o.c.
Fastener
#9 X 1-1/2"Min. or #10 x 1-1/2"Min.per Table"A"
Hex Washer Head Screw
Spaced 12"o.c.across the'Panel Width
Panel Overlap Refer to Table"A"for Spacing Along Panel Length
i
Deck:
-15/32"or greater Plywood,or
-Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
i
FL#: FL 17022.1 R6
Date: 12/22/16
CBUCK Engineerinq • Page rt No.: 1- 76-5V-S6W-ER
Specialty Structural Encglneerinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
Fasteners-
#9 X 1-1/2"Min. or
#10 x 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
Optional: ^
Deck: Rigid Insulation
-15/32"or greater Plywood,or Thickness 3"Maximum
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.5 PSI -101 PSF -228 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c.
Fastener Spacing(across panel width): 12"o.c. 12" o.c. 12"o.c. 12"o.c.
Fastener Size: #9 #10 #10� #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
i
Miami-Dade County Building
Product Information for N.O.A. 15-1123.06
NOA ""'
15-1123.06 if�J_(library/productcontrol/noa/15112306.Adf)
Superseded—By
File Status File Approved
I
File Classification High velocity hurricane zone
Category Roofing
Subcategory Underlayments
Material SBS
Applicant Tri-Built Materials Group. LLC(pc-result detail app.asp?ap) alias=103592)
Expiration_Date September/29/2020
Impact—Rate Unselected/Unknown
Maximum_Design_Pressure_Positive 0
Maximum_Design_Pressure_Negative 0
Description Tri-Built Roof Underlayments
Green—Sustainable—Attributes NONE
For a detailed description on the File Status,click the NOA File Status Key.(/buildin4/pc-result key app.asp 1
Page Last Edited:Wed Jan 25,201710:40:27 AM
MIAM
I
MIAMI- MIAMI-DADE COUNTY
Mill PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv
TRI-BUILT Materials Group,LLC
PO Box 70
Rutherford,NJ 07070
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami-Dade County and other areas where allowed by the Authority Having'Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: TRI-BUILT Sand-R SA Shingle,Smooth HT S/A and S/A HT TU Underlayment Products
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,,Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is'displayed,then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA consists of pages 1 through 5.
The submitted documentation was reviewed by Gaspar J Rodriguez.
i
NOA No.: 15-1123.06
v UP Expiration Date: 09/29/20
I M ADECO E WIN
Approval Date: 04/28/16
Page 1 of 5
ROOFING COMPONENT APPROVAL
Category Roofing
Sub-Category: Underlayment
Materials: SBS
SCOPE:
This acceptance is for TRI-BUILT Sand-R SA Shingle,Smooth HT S/A and S/A HT-TU Underlayment Products,
as described in this Notice of Acceptance,for use with approved prepared roof assemblies as described in this Notice
of Acceptance; designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone of the
Florida Building Code.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
Tri-Built Sand-R SA Shingle 36"x 65'rolls ASTM D1970 Self-adhering glass fleece reinforced, SBS
Underlayment modified bitumen roofing underlayment.
Manufacturing Location #1-3
Tri-Built Smooth HT S/A 36"x 65'rolls ASTM D1970 Self-adhering glass fleece reinforced,
Underlayment elastomeric bitumen roofing underlayment.
Manufacturing Location #1-3
Tri-Built S/A HT TU 39 s/8"x 65 3/5' TAS 103 and Self-adhering glass fleece reinforced, SBS
Underlayment rolls ASTM D 1970 modified bitumen roofing underlayment.
Manufacturing Location#3
MANUFACTURING LOCATION:
1. Drummondville, Quebec(Canada)
2. Wadsworth,OH
3. Gulport,MS
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Underwriters Laboratories,Inc. R21824 UL790 09/11/15
Trinity I ERD S40540.02.13-1 ASTM D'1970 02/19/13
540540.11.13 ASTM D1970 11/19/13
S43530.02.14-1-R1 TAS 103 05/14/14
S44870.04.14-4 ASTM DI 970 04/10/14
S44870.04.14-1 ASTM D1970 04/10/14
S44870.04.14-3 ASTM D1970 04/02/14
540540.10.14 ASTM D1970 10/31/14
SOPC-SC8520.04.15 TAS 103 04/27/15
NOA No.: 15-1123.06
MAAMI r=ca=07
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 2 of 5
APPROVED ASSEMBLIES:
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Base sheet mechanically fastened,membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" side lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12" o.c.the field of the roll.
Membrane: One ply of Tri-Built S/A HT TU Underlayment,Tri-Built Smooth HT S/A Underlayment
or Tri-Built Sand-R SA Shingle Underlayment with minimum 3-inch side laps and 6-inch
end laps. Starting at the first course,parallel to the eave, align the membrane carefully by
completely unrolling and setting it exactly where it will be installed. Once aligned,rewind one
half of the length. Gently score the release paper on the high side of this roll, ensuring not to
cut through the membrane's thickness. Unroll this first half by evenly peeling back the release
paper while simultaneously and slowly pushing out the membrane. Repeat process for
remaining one half of the length. Once installed,the membrane must be pressure rolled with a
metal or rubber roller. Pressure shall be applied over the entire surface,paying particular
attention to all side and end laps.
Surfacing: Approved for Mechanically Fastened Metal Roofing,Wood Shake&Shingles,Asphalt
Shingles, Slate, Simulated Slate.
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(2): Base sheet mechanically fastened,membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" side lap and a
6" end lap mechanically fastened to deck with approvedhails and tin caps 6" o.c. at the laps and
two staggered rows 12" o.c.the field of the roll.
Membrane: One ply of Tri-Built S/A HT TU Underlayment with minimum 3-inch side laps and 6-inch
end laps. Starting at the first course,parallel to the eave,align the membrane carefully by
completely unrolling and setting it exactly where it will be installed. Once aligned,rewind one
half of the length. Gently score the release paper on the high side of this roll,ensuring not to
cut through the membrane's thickness. Unroll this first half by evenly peeling back the release
paper while simultaneously and slowly pushing out the membrane. Repeat process for
remaining one half of the length. Once installed,the membrane must be pressure rolled with a
metal or rubber roller. Pressure shall be applied over the entire surface,paying particular
attention to all side and end laps.
The Tri-Built S/A HT TU Underlayment shall be back nailed to deck with approved annular
ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps.
No nails or tin caps shall be exposed.
Surfacing: Approved for Mechanically Fastened Cement or Clay Roof tiles. Tri-Built S/A HT TU
Underlayment may be used with any approved roof tile system adhered as specified in their
current NOA using any foam adhesive listed and having a current adhesive NOA approval.
NOA No.: 15-1123.06
ei�a�Ec°uru�r Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 3 of 5
LE IITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
the applicable building code. Tri-Built S/A HT TU Underlayment, Tri-Built Smooth HT S/A Underlayment or
Tri-Built Sand-R.SA Shingle Underlayment shall be installed in strict compliance with the applicable building
code.
3. Tri-Built S/A HT TU Underlayment,Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle
Underlayment shall be applied to a smooth,clean and dry surface,free from irregularities. 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. When a smooth, clean and/or dry surface cannot be obtained,the substrate shall be
primed with Elastocol Stick prior to application.
4. Tri-Built S/A HT TU Underlayment, Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle
Underlayment shall not be applied over an existing roof membrane as a recover system but may be applied over a
roofing Base/Anchor sheet underlayment.
5. Tri-Built S/A HT TU Underlayment is acceptable for use in foam adhesive set and mechanically fastened roof tile
systems as specified in the surfacing option of the approved assemblies.
6. Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle Underlayment shall not be left exposed
as a temporary roof for longer than 30 days.
7. Tri-Built S/A HT TU Underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application.
8. Tri-Built S/A HT TU Underlayment,Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle
Underlayment may be used with any approved roof covering listing Tri-Built S/A HT TU Underlayment,Tri-Built
Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle Underlayment. If Tri-Built S/A HT TU
Underlayment,Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle Underlayment is not
listed,a request may be made to the Authority Having Jurisdiction(AHJ) or the Miami-Dade County Product
Control Department for approval based on the necessary documentation to detail compatibility of the products,
wind uplift resistance and fire resistance results.
9. When applying the membrane in the valley,start at the low point and work to the high point,rolling the
membrane from the center outward in both directions. For ridge applications, center the membrane and roll from
the center outwards in both directions.
10. Membrane shall be applied to protrusions,slope changes,valley, curb, and other roof top penetration details
before any other sections of the roof.
NOA No.: 15-1123.06
PASA 91 fiAr'�E COUP+IlY
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 4 of 5
11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
12. Tiles must be staged onto Tri-Built S/A HT TU Underlayment not to exceed 10-high,to the standard maximum
roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staging at slope>5:12 shall use alternate
staging method(bottom tile shall be inverted followed by eight tiles high on slope;.,as illustrated in Figure I
below).
rk
Figure 1: Alternate Staging Method
At roof slopes greater than the preceding limitations all tiles shall be loaded onto a nominal 1 x 2"horizontal
batten to prevent slippage.
13. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city,state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade
County Product Control Seal as shown below.
=MIAMIiQjADEC0UNTYM
U-71=* I
END OF THIS ACCEPTANCE
MDE Ct]t1P+ITYNOA No.: 15-1123.06
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 5 of 5