HomeMy WebLinkAboutProduct Approval W.
BCIS Home f Log In User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications 4 Contact Us BCIS Site Map Unks f Search
"S WE
Product ApprovalSER:Public User ®®e
CorVIPUAMCE
Product Approval Menu>Product or Application Search>Application Us >Application Detail e. C®C
M1 t�!"Yr FL# FL17022-R8 O
CC
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived E3 Copy
Product Manufacturer Extreme Metal Fabricators, LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
flvalidation@yahoo.com
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
rchard@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
i=i Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the David Eng
Evaluation Report
Florida License PE-81377
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By James R Wally, PE
01 Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R8 COI 26ga VMAX ulywood.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 100 1995
TAS 125 2003
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/05/2020
Date Validated • 10/lit/2020 •
Date Pending FBC Approval 10/25/2020
Date Approved 12/15/2020
Date Revised 12/16/2020
Summary of Products
FL# Model,Number or Name Description
17022.1 01: 26ga VMax on Plywood 26ga (min)VMax 5V panel with 24"coverage on 15/32" (min)
plywood or 3/4" (min)thick wood plank.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 RS II 26ga VMAX plywood.pdf
Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-228 Evaluation Reports
Other: Refer to evaluation report. FL17022 R8 AE 26ga VMAX pywood.pdf
Created by Independent Third Party: Yes
17022.2 02: 032 Aluminum VMax on Plywood Nominally 0.032"aluminum (or thicker)VMax 5V panel with
21"coverage on 15/32" (min) plywood or 3/4" (min)thick
wood plank.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R8 II 032 VMAX 21in plywood.pdf
Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-168.5 Evaluation Reports
Other: Refer to evaluation report. FL17022 R8 AE 032 VMAX 21in plywood.pdf
Created by Independent Third Party: Yes
17022.3 03: 26ga VMax on Plywood 26ga (min)VMax 5V panel with 24" coverage on 15/32" (min)
plywood or 3/4" (min)thick wood plank.Option for fasteners in
the flats and in the ribs.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R8 II 26ga VMAX plywood flats.pdf
Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-114.25 Evaluation Reports i
Other:Refer to evaluation report. F1-17622 RS AE 26ga'VMAX plywood flats.pdf
Created by Independent Third Party: Yes
17022.4 04: 26ga CorMax on Plywood 26ga (min)CorMax corrugated panel with 29.5"coverage on
15/32" (min) plywood or 3/4" (min)thick wood plank.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17022 R8 II 26ga CorMax Plywood HVHZ.
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-161 Evaluation Reports
Other: Refer to evaluation report. FL17022 R8 AE 26ga CorMax Plywood HVHZ pdf
Created by Independent Third Party: Yes —�
17022.5 05: 26ga CorMax on Battens 26ga (min) CorMax corrugated panel with 29.5" coverage on
2x4 (min) battens.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R8 II 269a CorMax Battens.pdf 1
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-161 Evaluation Reports i
Other: Refer to evaluation report. FL17022 R8 AE 26ga CorMax Battens.pdf
Created by Independent Third Party: Yes
Back Riext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privag(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
mail 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:
,C�eefi#Carei. !
,h.
• — • •
• t;1 �
��'.b 'iera..b.ws r•°, 5•u�,•5,..,��� ..f_--;ax �,,.�. �;;�� •1 1 i 1• •
r-aii�. t�` . .. ., --... �., ,�",�rue,.4^aA1'sr ,y: t.S � - '-'-v er -. `s,=�e„t+t ^-. ..,rq•'*R^;.K
`fFiis itenli�t�as been tigitapy SignqdY
" t :. $ 5. ' ' t 'Ogdd beStCU'b E-Ong P�;on e.' x
A t,y °�d, �, � � r �.'i �i
f _ s o _ �afendicat'etl Pnnfedacopies.iEtBi �
s z" c docseate are.notconsideredsugned x
£ L ` ff r £ and seated and tie signature�ntlsCbe t
1 �ve on an eleetrom pje
+ :► c � '� k' 2 r E+tb v
�� s �
Underlayment: Comply with local building code or FBC 1507.1.1 where required.
Slope: Comply with local building code or FBC 1507.4.2 where required.
Re-Roofing: This panel may be installed over a single layer of existing shingles as permitted
by local building code or FBC 1511, provided the existing roof meets the conditions required by
the applicable code.
• r • r r
Maximum Allowable Loads & Installation Requirements:
Method A: #9 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 86 PSF
Method B• #10 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 93.5 PSF
Method C: #10 x 1.5" fastener in 12"-12" pattern at 8" o.c.: 101 PSF
Method D: #10 x 1.5" fastener in 12"-12" pattern at 6" o.c.: 228 PSF
A factor of safety of 2 has been applied.
Technical Documentation:
This product has been tested to the UL 580 standard by Architectural Testing (now Intertek
Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in
FL 17022.01-R7
Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020,
1504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method 1D.
This product as described has been tested and demonstrated compliance with:
• UL580 - Test for Uplift Resistance of Roof Assemblies
• UL 1897 - Uplift test for roof covering systems
Design Process:
The load tables in this report provides one prescriptive option for the fastening requirement
for the applicable wind loads for roofs within the parameters described. For roofs outside of
the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7,-or
other design code in force, using allowable stress. These load tables are based on ASCE 7-16.
Use of these tables assumes that the structure is:
• Enclosed and conforms to wind-borne debris provisions and is a regular shaped building
• Is not subject to across-wind loading, vortex shedding; or instability; nor does it have a
site location for which channeling or buffeting warrant consideration
Engineering analysis may be completed by other licensed engineers for project specific
approval by local authorities having jurisdiction.
Certification of Independence:
David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company
manufacturing or distributing products under this evaluation. The same entities do not have, nor will
acquire, a financial interest in any other entity involved in the approval process of the product.
Exclusions and Limitations:
Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by
others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated
weathering/salt spray is outside the scope of this evaluation.
This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by
Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions,
interpretations, or designs made by others based on this evaluation report. This report is limited solely to
documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding
performance of this product. Installation shall be subject to the local building code and authority having
jurisdiction; this report shall not be construed to supersede local codes in force.
a
101 FL.17k022..01 R8r, y
x
"�
Instructions:
Select the appropriate load table that applies to the
structure in question.
• Determine the design wind speed fer the project ?' i 2 3
r
location. 2.
1 '2:
Use the attachment method indicated for that 2
windspeed within each roof zone. 2 2 -3` a
1 2° 23 a
NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept.
For the load tables below, the worst case was taken
for each zone and reported using the standard zones 12.
1-2-3: 2 3 3
Zone 1 includes zones 1 and 1 aI I
Zone 2 includes zones 2e, 2r, and 2n FJaL.- HIP=ROOF GABLE ROOF �a
Zone 3 includes zones 3e and 3r
Combiningthese zones creates a clear, simple
P LESS TK lMHER4%OF LEAST HORZOML�SkON OR]FT MS.
scheme, at the expense of some design efficiency. OkAS °"MaY°EMNOROTKSRA`PUM" `WE
Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING
or consult a licensed design professional.
METHOD A:" METHOD B: METHOD C: METHOD.D:
49-AT 16" O.C. #10-AT 16"O.C. #10 AT 8'O.C. #10 AT 6"O:C.
�- 12"(NOM) 12" (NOM) NR: NOT ITED. CONSULT DESIGN
PROFESSIONAL AS NEEDED
Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria:
Are located in Exposure B area tare located in 8,C,or D exposure area
Have either a flat roof,or gablelhip roof with max slope of 12:12 Have either a flat roof,or gable/hip roof with max slope of 12:12
Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less
FL17022.01: 26 a 5V Crimg on 15/32" plywood FL17022.01: 26 a 5V Crim on 15132" Iywg_gd
Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1: A A A A A A A A _A A A� Zone 1: A A A A
Zone 2: y A A A .A A T._A ^ A A ;CAD .D::, Zone 2: Aq__ A ;A
Zone 3: A A ...;A A A A B C .w'D. l?�''�'D Zone 3: A A A CD:<i..D ';.D .D. . D
Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria:
Are located in Exposure B area Are located in B,C,or D exposure area
Have either a flat roof less than 7°,hip roof with Have either a flat roof less than 7°, hip roof with
max slope of 12:12,or gable roof with slope between 4.4:12&12:12 max slope of 12:12,or gable roof with slope between 4.4:12&12:12
Have a mean Roof Height of 30 feet or less 'lava a mean Roof Height of 30 feet or less
FL17022.01: 26 a 5V Crimp on 15/32" p. ood FL17022.01: 26 a 5V Crimp on 15/32" ptn ood
Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1: A. A A A A A A A A A A Zone 1: A A A A A A A_ B
Zone 2 A A A A A 'A A A r ALB, c Zone 2: A A A A A B ; D�p�Q
Zone 3 :.A' A A A A "r�.,> A B .,;;Q kt,'D"�,.D�; .Zone 3: A A A 8 [74y D G.rD�: R...�`,L�, t>
LAZ 16 E'i"U C K E=n ci I n e e r I n q
SpPetalty Structural EngInPelrinq CBUCK,inc.Certificate of Authorization 1i8064
r r r r •
Evaluation Report
"Ultra HT Wind & Water Seall "»
Roof Underlayment
Manufacturer:
MFM Building Products Corp.
525 Orange Street
Coshocton, Ohio 43812
(740) 622-2645
for
Florida Product Approval
# FL 11842.3 R8
Florida Building Code 7th Edition (2020)
Method: 1 - D
Category: Roofing
Sub - Category: Underlayment
Product: "Ultra HT Wind &Water SealT`"r'
Description: Self-Adhered Underlayment
Prepared by:
This item has been electronically signed and sealed by
James L. Buckner, P.E., SECB James L.Buckner,P.E.,on this date using a Digital Signature.
Florida Professional Engineer# 31242 Printed copies of this document are not considered signed
and sealed, and the signature must be verified on any
Florida Evaluation ANE ID: 1916 electronic copies. \`\\\Il�lli��//ti
Project Manager: Diana Galloway \.�`��s L u: Be,� %,
Report No. 20-229-UHT-ER `��P.' \\cENSF '•�p�;
(Revises 17-131-UHT-ER,FL11842.5 R4) Z * No 31242
Date: 08/28/20
—)3
�0 4[j
STATE OF
Contents:
Evaluation Report Pages 1—5
2020.09.17 13:23:17-04-00'
CBUCK, Inc.dba CBUCK Engineering
Phone:(561)491-9927-Email:-:buck cDcbuckinc.net Website:www.cbuckinc.net
Business:1374 Community Dr.,Jupiter,FL 33458•Corp/IVlailing:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL D3062
. FL#: FL 11842.3 R8
Date: 08/28/20
CVC ineef® Pagert No.:2 of59-UHT-ER
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
` Manufacturer: ` MFM BuildinleProducts Corp.
525 Orange Street
Coshocton,Ohio 43812
(740) 622-2645
www.mfmbp.com
Product Name: "Ultra HT Wind &Water SealT"""
Product Category: Roofing
Product Sub-Category Underlayment
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product Description: "Ultra HT Wind &Water SealTM11 is self-adhering membrane composed of a white,
non-slip cross-laminated polymer film, laminated to a rubberized asphalt adhesive
with a split release liner designed for use as a roof underlayment in high
temperature conditions.
Product Material/ Material Type: Styrene Butadiene Styrene(SBS)
Standards: Material shall comply with ASTM D 1970 per Florida Building Code FBC 7th Edition
(2020),Chapter 15.
Product Dimension(s) Roll Size: 36 in. x 67 ft. rolls
Thickness:45 mils (nominal)
Substrate(s): "Ultra HT Wind & Water SealT""" has been evaluated for application to the
following substrates(Design of support is outside the scope of this evaluation):
• Plywood
• Dens Deck
Installation: General Installation Instructions:
"Ultra HT Wind &Water SealT"'" shall be installed in accordance with the attached
installation method and in compliance with applicable code sections of the FBC
7th Edition (2020), subject to the Limitations and Conditions of Use listed in this
Evaluation Report.
Refer to installation details at the end of this report. Refer to manufacturer's
installation instructions as a supplemental guide for attachment.
FL#: FL 11842.3 R8
j
Date: 08/28/20
UCK{� n ineer® In Page rt No.
3 of 59-UHT-ER
1\
Speelalty Structural Engineering CBUCK,Inc.Certificate of Authorization#t8064
r r r r r
Performance Standards: The product described herein has demonstrated compliance with:
• ASTM D 1970-15a — Specification Self-adhering Polymer Modified
Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam
Protection
Standards Equivalency: The ASTM D 1970-01 standard version used to test the product meets the
prescribed standards in ASTM D 1970-15a standard version adopted by the
Florida Building Code 6+th Edition(2020)for use as evaluated in this report.
Code Compliance: The product(s) described herein have demonstrated compliance with the
performance standards listed above as referenced in the current Florida Building
Code.
Evaluation Report Scope: This product has been evaluated in compliance with the building envelope
requirements of the Florida Building Code, as related to the scope section to
Florida Product Approval Rule 61G20-3.001.
Product Limitations and • Deck shall be in compliance with applicable building code.
Conditions of Use: • Minimum slope shall be 2:12 or greater.
• Evaluated for use with approved roof coverings that are mechanically fastened
through the underlayment and is attached to the sheathing or rafters.
Installation shall comply with FBC Section 1507.1.1.
• Not to be applied over active solvents or sealants, EPDM rubber or products
containing silicone.
• Do not expose product to direct sunlight for more than 60 days.
General Limitations and • Scope of"Limitations and Conditions of Use"for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical
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 FLPE rule (FAC) 61G15-36
to comply with Florida product approval rule (FAC) 61G20-3. This evaluation
report is part of the Florida Building Commission approval for the listed code
related criteria. This report by James Buckner, F.E. and CBUCK Engineering is
FL#: FL 11842.3 R8
Date: 08/28/20
t..� � ��� Report No.:20-229-UHT-ER
N %.J orcz: aPage 4 of 5
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
• not a design certification of code compliance construction-'submittal
documentation, per FBC section 107, for any individual structure, site specific
or permit design.
• 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 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA
1824).
Referenced Data: 1. ASTM D 1970-01 Test
By PRI Construction Materials Technologies, Inc.
(FBC Organization ID#TST 1556)
Report No. MFM-039-02-01, Date: 8/15/13
2. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
MFM Building Products Corp. Licensee#335
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
M
FL M FL 11842.3 R8
Date: 08/28/20
In Report No.:20-229-UHT-ER
U.SUCKPage 5 of 5
Spe=eidifiy Structural r=nc)inL=erincj CBUCK,Inc.Certificate of Authorization#8064
MFM Building Products Corp.
Ultra HT Wind & Water Seal
Self-Adhered Roofing Underlayment
General Installation Instructions:
• Product to be applied directly to a clean dry surface.
• Prime any weathered surfaces. Dens Deck must be primed with asphalt base primer.
• Starting at the low point of the deck, peel back 12"of the release liner, align the membrane and press into
place onto roof deck.
• Adhesive is pressure-activated, so press firmly into place using uniform pressure with a 2-3" heavy steel or
rubber roller to seams and overlap.
• Overlap end laps a minimum of 6".Side laps must be a minimum of 3".
• Store product in the carton in a dry place until ready to use. Keep product out of direct sunlight.
• Apply membrane only in fair weather when the air, surface and membrane are at a minimum temperature
of: 50° F
9 Not to be applied over active solvents or sealants, EPDM rubber or products containing silicone.
• Do not expose product to direct sunlight for more than 60 days.
"Ultra HT Wind & Water Seal'""" shall be installed in accordance with the attached installation method and in
compliance with applicable code sections of the FBC 7th Edition (2020), subject to the Limitations and
Conditions of Use listed in this Iva!uatlon Report.
Refer to installation details at the end of this report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Product Illustrations
LTi T
W1ND4.WATER SEAL,`"
Tr