HomeMy WebLinkAboutNotice of AcceptanceIF& Copy
MAR 2 7 2017
PERMITTING
MI14MI- St. Lucie County, FL MIAMI-DADE COUNTY
DtADP
• 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),-I-IESE PLANS AND A►.L PRUPOSEO WOE Kwww. iamidade.eov/economy
Interwrap, Inc. . ARE SUBJECT TO ANY CORRECTIONS
32923 Mission Way HEMMED BY FIELD INSPECTORS THAT
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This NOA is being issued under the applicable rules'andtegulations 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: Titanium® UDL-30 / Titanium® PSU-30, Titanium® UD1-25 PLUS / Titanium® PSU-30,
and UDL-MD (2 ply) / Titanium® PSU-30 Underlayment System
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 renews and revises NOA# 13-0730.01 and consists of pages I through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0603.19
MIAMI•DADE COUNTY �� 03 Ott,-) �( Expiration Date: 01/26/22
''' • • T. LT CIE COUIi'TY B1J1T Pr,.TC_�_ ION Approval Date: 02/02/17
?2�;V TWED iF0R R1N!P ,L-VNCE
RFIV :1I� ;3�%'` f••Lt�� Page l of 7
DATE S -•1 / l
FLANS AID PERMIT MUST BE KEPT ON J0113
On NO INSPECTION WILL ;aE &WEL
ROOFING COMPONENT APPROVAL
Category Roofing
Sub -Category: Underlayment
Material: Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT
TABLE 1
Product Dimensions Test Product
Specification Description
Titanium® UDL-25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one
PLUS Type I & II side coated with UV protected and slip resistant
Manufacturing
Location #1& #2
UDL-MD (2P1y system)
Manufacturing
Location #2
Titanium® UDL-30
Manufacturing
Location #1& #2
Titanium® PSU-30
Manufacturing
Location #3
polymer stabilized polypropylene on both sides.
48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with a
Type I & H chemical slip resistant and UV protected coating on
both sides.
48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two
Type I & H sides coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
36" x 72' rolls TAS 103 Unreinforced polymer modified bitumen material
adhered to the underside of a polymer -coated,
synthetic woven sheet. The underside is backed
with a release film.
MANUFACTURING LOCATIONS:
1. MLl
2. ML3
3. ML4
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/Q2/17
Page 2'of 7
EVIDENCE SUBMITTED:
TestAgency
Intertek Testing Services
Trinity I ERD
Test Identifier
Test Name/Report
#3031783
TAS 104
3124826-01
ASTM E108
3119607COQ-003B
ICC-ES AC48
3130639COQ-002A
ASTM D226
3124826MID-007
ASTM E108
3146738COQ-003B
ASTM D 1876/ TAS 117
3146738COQ-003A
ASTM D226
135520.06.11
TAS 103 / TAS 104
I35520.06.11
TAS 103 / TAS 104
138010.08.11
ASTM D226
135520.08.11-1
TAS 114
I35520.08.11
ASTM D2523 / D1781
I44970.07.13-R1
ASTM D226, ASTM D1876
and TAS 114(C)
Date
02/19/03
02/19/08
02/20/08
02/20/08
02/25/08
03/28/08
04/22/08
06/15/11
06/15/11
08/11/11
08/12/11
08/17/11
09/09/13
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 3;of 7
APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES:
Deck Type 1:
Wood
Deck Description;
19/32" or greater plywood or wood plank
System E(1):
Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet:
One or more plies of Titanium® UDL-25 PLUS or Titanium® UDL-30 applied with
minimum 4" horizontal laps and minimum 6" vertical laps and mechanically fastened as
noted. below.
Note: Titanium® UDL-30 shall be inverted to provide a smooth bonding surface. Primer is
not required when Titanium® UDL-30 is installed inverted (printed side facing down)
Fastening:
Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three,. equally spaced, staggered rows in the field of the sheet.
Primer:
Metal/Tin caps shall be primed with ASTM D41 primer
Ply Sheet:
(Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane:
Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing:
Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
_ Note:
For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH460 and Dow
TILE BOND Roof Tile Adhesive: .
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/62/17
Page 4 of 7
Deck Type 1: Wood
Deck Description: 19/32' or greater plywood or wood plank
System E (2): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies. Titanium® UDL-30 applied with minimum 4" horizontal laps and
minimum 6" vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Primer: Titanium® UDL-30 shall be primed on the printed side with ASTM D41 primer, prior to
placement -of cap sheet.
Ply Sheet: (Optional) Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave, using a heavy
pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile' foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies,
Note: For tide roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam=on tile roof assemblies, approved use with ICP Adhesives Polyset AH-160 and Dow
TILE BOND Roof Tile Adhesive:
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 5 of 7
Deck Type 1: Wood
Deck Description: 19/32' or greater plywood or wood plank
System E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. .
All General and System Limitations shall apply.
Base sheet: One or more plies of UDL-MD (2Ply system) applied with minimum 4" horizontal laps and
minimum 6" vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Ply Sheet: (Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to -the eave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the file manufacturer's NOA. For
foam -on file roof assemblies, approved use with ICE Adhesives Polyset AH-160 and Dow
TILE BOND Roof Tile Adhesive.
NOA No.: 14-0603.19 '
MIAMI-DAD, COUNTY Expiration Date: 01/26/22
Approval Date: 02/92/17
Page 6 of 7
BUILDING PERMIT REQUIREMENTS
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly
evaluate the installation of this material.
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code.
3. Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of
irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking
panels. Sweep the deck thoroughly to remove any dust and debris prior to application.
4. Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30 / Titanium® PSU-30, UDL-MD (2P1y
system) / Titanium® PSU-30 two-ply underlayment system, may be used in asphalt shingle, mechanically
fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies.
5. The standard maximum roof pitch for the Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30
/ Titanium® PSU-30, UDL-MD (2Ply system) / Titanium® PSU-30 two-ply underlayment system shall be 5:12
for flat tiles and 6:12 on profiled tiles with lugs. For flat tile applications at slopes exceeding 5:12, flat tiles
shall be staged 2 base tiles perpendicular to slope behind a mechanically attached batten or toe board with
maximum 7 tiles high on the slope atop base tiles (Total of stack not to exceed 9 tiles). At roof slopes greater
than the above limitations, the use of loading battens or toe boards are required to load the roof tile.
6. Titanium Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system.
7. Titanium® UDL-30 / Titanium& PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30, UDL-MD (2Ply
system) / Titanium® PSU-30 two-ply underlayment system shall not be left, exposed as a temporary roof for
longer than 90 days of application.
8. Titanium Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are
approved under a specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of
Acceptance for listed approval of this product with specific prepared roofing products.
9. Titanium Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing
Titanium Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If
Titanium Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction
(AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate
documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo
and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County
Product Control Seal as shown below.
END OF THIS ACCEPTANCE
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 7 of 7
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By
FL14645-
Revision
Metal Sales Manufacturing Corporation,
FL#: FL14645.3
Yoosef
Lavi, P.E.
Approved
R2
History
Model:5V-Crimp
Description: Min. 26 ga., 24" wide through fastened roof panel over min. 19/32"
(214)
340-0049
thick plywood deck with fasteners through panel rib.
Category: Roofing
Subcategory: Metal Roofing
;Approves oy urtrlk. Approvals Dy Ursrrc snap De reviewea ano ranneu oy me tvi- ano/or me tommisslon a necessary.
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.:: 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
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 dick here .
Product Approval Accepts:
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hops://www.floridabuildirig.orgtpr/pr_ppp Ist.aspx 1/1
EVALUATION REPORT OF
METAL_ SALES MANUFACTURING CORPORATION
`26 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 5TH EDITION (2014)
FLORIDA-PRODUCT APPROVAL
FL 14645.3-R2
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 31 Street, Suite 200
Louisville, KY 40202
Telephone: (502) 8554300
Fax: (502) 8554290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer ##62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation. Report (3 Pages including cover)
Installation Details (1 Page)
Report No. C2010-3
Date: 3.27.15
`01111a1n1#111
No 62'240
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STATE OF kl�
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FL 14645.3-R2
C2010-3
3.27.15
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 19/32" thick plywood for new and existing constructions.
Designed and installed as per FBC 2014.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) 74.8 psf @ fastener spacing of 16" o.c.
196.75 psf @ fastener spacing of 8" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8".
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4 .
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. . Refer to FBC 2014 Section 1505 and current
� U�
FL 14645.3-R2
C2010-3
3.27.15
Page 3 of 3
approved roofing materials directory or ASTM E108/JL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2)
Project No. T240-09, Reporting Date 9/22/09
Architectural Testing, Inc. — West Palm Beach, FL
(Formerly Hurricane Test Laboratory, LLC)
Project No. 0103-0712-09, Reporting Date 9/l/09
EXISTING SHINGLES
(OPTIONAL)
NEW UNDERLAYMENT -
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
SEE DETAIL 2 SEE DETAIL 1 NEW URED ONLY
FO
R
�� (PANEL OVERLAP) NEW CONSTRUCTION)
EXISTING UNDERLAYMENT
(OPTIONAL)
MINIMUM ATTACHMENT:
8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
SPACED ® 6" O.C. IN THE FIELD &
FASTENER AT PANEL FLAT
REQUIRED FOR PANEL
ENDS ONLY.
MIN. 2X- WOOD RAFTER/JOIST/--/ 4" O.C. AT PLYWOOD EDGES
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X-SECTION
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
5V-CRIMP
MIN 26 GA.
�— PLYWOOD
DETAIL 1 19/32" THICK (MIN.)
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
5V-CRIMP
MIN 26 GA.
PLYWOOD
DETAIL 2 19/32" THICK (MIN.)
PANEL FASTENER PER ALLOWABLE
PRESSURE TABLE ON THIS SHEET.
5V-CRIMP
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
36
41.6
16
74.8
8
196.75
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
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