HomeMy WebLinkAboutPRODUCT APPROVALProduct Evaluation Report
GULF COAST SUPPLY & RNA All FACTURING LLC
GuliC oast
SUPPLY & MANUFACTURING
Ril F�� E-H V E D
St
APR 10 2017
26 Ga. 5V Crimp Roof Panel over 15132" Plywood
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FL# 11651.13 R2 •1UNE 15, 2015
PERMITTING
St. Lucie County, FL
Florida Product Approval #11651.1.3-112 , :: f
Florida Building Code 2014:� P
Per Rule 61 G20-3':u a9 *� 0
IMethod: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliances Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing,
14429 SSW 2nd Place, Suite G30
Newberry, FL 32669
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
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Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum 15/32" plywood decking.
Non Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: ; 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/a" Major Rib
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
#9-15x1.5" with sealing washing in the flat of the panel or approved equal,
A" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Minimum 15%2" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this evaluation.
Must be designed in accordance w/ Florida Building Code 2014.
Table "A"
Maximum Total Uplift Design Pressure '
94.25 psf
131.0 psf
Fastener Pattern
12"-12"
9.5"-2"-9.5"
Fastener Pattern Spacing
16" O.C.
16" O.C.
Design Pressure includes a Safety Factor = 2.0.
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ENGINEER LOAD TABLE: 26 Ga. SVCrimp Roof Panel over 15/32" Plywood
Buildings having -a Roof Mean Height 5 20'-0"; Roof Slope: 2'712" - 12"/12" .Gable or Hip Roof; Wind Speeds 120-
180mph, Exposure C, Risk Category 11, Enclosed Building, based on Florida Building Code 2014.
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
Penetration) (MIN. do
n)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE 1
#9-15x1.5"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE1
16--TYPE 1
16" TYPE 1
16" TYPE 1
ZONE 2
#9-15x1.5"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
ZONE'3
#9-15x1.5"
Plywood
16" TYPE 1
16" TYPE 1 ,
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 2
16" TYPE 2
1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE! 80, 24"COVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN.'/4" PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 194.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN.15/-m" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP'SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014
UID Dnnc
ZONE 2 ZONE 3 r j
RIDGE
ZONE
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Note: Dimension (a) is defined as 10% of the minimum width of the building or
a 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
less than either 4% of the minimum width of the building or 3 feet.
ZONE 2 GABLE ROOF
�———----------------Ia
I I
I I
RIDGE
— — — — — — — — — — — — — — — — — — — I a
+---------------------+ a
I
ZONE 1
I I
"'ZONE 3 � EAVE
FL# 11651.13 R2 0 JUNE 15, 2015
TYPE 1 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
12" 12"
At Panel Lap
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
,�211�9.511 00110
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Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimums meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, 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 fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
i
FL# 11651.13 R2 • JUNE 15, 2015
MIAM1.APR 10 2017 MIAMI-DADE COUNTY
PERPAIT 1NG PRODUCT CONTROL SECTION
St. Lucie County, FL ] 1805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE
Interwrap, Inc.
32923 Mission Way
Mission, BC, Canada V2V-6E4
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: Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-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 revises NOA#11-0815.05 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
.z
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page I of 7
ROOFING COMPONENT APPROVAL
Catesory Roofing
Sub-CateLyory: Underlayment
Material: Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT
TABLE 1
Product
Dimensions
Test
Specification
Product
Description
Titanium® UDL-25
48" x 250' rolls
ASTM D226
Woven synthetic polymer underlayment with one
PLUS
PIPe I & 11
side coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Manufacturing
Location #1& #2
UDL-MD (2P1y system)
48" x 250' rolls
ASTM D226
Woven synthetic polymer underlayment with a
I Type I & II
chemical slip resistant and UV protected coating on
Manufacturing
both sides.
Location #2
Titanium® UDL-30
48" x 250' rolls
ASTM D226
Woven synthetic polymer underlayment with two
Type I & 11
sides coated with UV protected and slip resistant
Manufacturing
polymer stabilized polypropylene on both sides.
Location #1& #2
Titanium® PSU-30
36" x 72' rolls
TAS 103
Unreinforced polymer modified bitumen material
adhered to the underside of a polymer -coated,
Manufacturing
synthetic woven sheet. The underside is backed
Location #3
with a release film.
MANUFACTURING LOCATIONS:
1. ML1
2. ML3
3. ML4
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 2 of 7
r ~\
EVIDENCE SUBMITTED:
Test ALyency
Test Identifier
Test Name/Report
Date
Intertek Testing Services
#3031783
TAS 104
02/19/03
3119607COQ-003B
ICC-ES AC48
02/20/08
3124826-01
ASTM E108
02/19/08
3124826MID-007
ASTM E108 ,
02/25/08
311801000Q-003
ASTM D226
02/20/08
3130639COQ-002A
ASTM D226
02/20/08
3146738COQ-003A
ASTM D226
04/22/08
3146738C6Q-003B
ASTM D 1876/ TAS 117
03/28/08
Trinity ERD
I3552006.11
TAS 103 / TAS 104
06/15/11
I38010!08.11
ASTM D226
08/11/11
135520! 08.11
ASTM D2523 / D1781
08/17/11
135520.08.11-1
TAS 114
08/12/11
I35520,'.06.11
TAS 103 / TAS 104
06/15/11
I44970.07.13
ASTM D226 / D1781 / TAS
07/18/13
114
NOA No.: 13-0730.01
QM1I•DAD; COUNTY Expiration Date: 01/26/17
Approval Date: 11/14/13
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 3M 2-Component Foam Roof Tile Adhesive
AH-160 and Dow TILE BOND Roof Tile Adhesive.
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
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
roofmg, 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 3M 2-Component Foam Roof Tile Adhesive
AH-160 and Dow TILE BOND Roof Tile Adhesive.
NOA No.: 13-0730.01
QI•DAD; COUNTY Expiration Date: 01/26/17
Approval Date: 11/14/13
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 tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with 3M 2-Component Foam Roof Tile Adhesive
AH-160 and Dow TILE BOND Roof Tile Adhesive.
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 6 of 7
BUII,DING 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.
LLMaTATIONS
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 (2Ply
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.
MIAMI-DADE COUNTY
END OF THIS ACCEPTANCE
NOA No.: 13-0730.01
MIAWDAD; COUNTY Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 7 of 7