HomeMy WebLinkAboutEVALUATION REPORTJAN 31 7019
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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL -
FL 14645.2-R3
ROOFING
METAL ROOFING
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Prepared For:
Metal Sales Manufacturing Corporation
545 South 311 Street, Suite 200
Louisville, KY 40202
Telephone: (502) 85S 4300
Fax: (502)855-4200
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: (918) 493-3568
This report consists of
Evaluation Report (3 Pages including cover) File Copy
Installation Details (1 Page) %111111111
Report No. C2182-2
Date: 9.9.17
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No 62240
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FL 14645.2-R3
C2182-2
9.9.17
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" plywood or min. %" thick wood plank (min SG of 0.42)
for new and existing constructions. Designed by others and installed
as per FBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the field and edges. Designed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 84.5 psf @ fastener spacing of 24" o.c.
(Factor of Safety = 2) 131.3 psf @ fastener spacing of 18" o.c.
149.6 psf @ fastener spacing of 12" 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 fasteners per panel width. (4 located adjacent to ribs and 2 between
ribs)
At intermediate 4 fasteners per panel width. (4 located adjacent to ribs)
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
2017 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 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. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505 and current
FL 14645.2-R3
C2182-2
9.9.17
Page 3 of 3
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T235-07, Reporting Date 7/12/07
Project No. T172-08, Reporting Date 4/29/08
SV-CRIMP
SV-CRIMP
SEE DETAIL 1
PANEL FASTENER SPACING
PER ALLOWABLE PRESSURE
TABLE ON THIS SHEET.
L UNDERW MENT SHALL BE INSTALLED I / \ `MINIMUM ATTACHMENT:
AS PER MANUFACTURER'S INSTALLATION L 8d x 2.5" LONG RING SHANK NAIL
MIN, AT WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. SPACED O.C. IN THE FIELD &
AT PLYWOOD
EDGES
EASSENER PATTERN AT INTERMEDIATE LOCATIONS
SEE DETAIL 1 24"
7
L UNDER YYMENT SHALL BE INSTALLED / \I MINIMUM ATTACHMENT:
AS PER MANUFACTURER'S INSTALLATION xL/L—J"! 8d x 2.5" LONG RING SHANK NAIL
MIN. 2%- WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. SPACED O.C. IN THE FIELD &
AT PLYWOOD
EDGES
FASTENER PATTERN AT PANEL ENDS
TYPICAL PANEL INSTALLATION X—SECTION
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEAUNG WASHER AT
NA%IMUM SPACING OF 24" O.C.
5V-CRIMP
MIN 26 GA.
THICK (MIN.)
(MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSI
24
84.5
18
131.3
12
149.6
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 = 0.017"). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
UNDERLAYMENT PLYWOOD 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. _THIS
19/32" THICK (MIN.) 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
DETAIL 1 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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MI®D=)ADE I
MI MIA-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
w .miamidade.nov/economy
Metal Sales Manufacturing Ct
545 South 3rd Street, Suite 200
Louisville, KY. 40202
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 AM (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 AM 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: 5V Crimp Metal Roofing 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 renews and revises NOA#13-0627.02 and consists of pages 1 through 9.
The submitted documentation was reviewed by Freddy Semino 0
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 1 of 9
ROOFING SYSTEM APPROVAL:
Category
Roofing
Sub -Category:
Metal, Panels (Non -Structural)
Material:
Steel
Deck Type:
Wood
Maximum Design Pressure-196.75 psE
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test
Product
Product Dimensions Specifications
Description
5V-Crimp Metal 1= varies TAS 110
Corrosion resistant, galvanized, preformed,
Roof w = 24"
coated, prefinished, metal panels.
h =%",
Min. Thickness 0.0179"
(26ga.)
Min. Yield Strength: 60ksi
Trim Pieces 1= varies TAS 110
Standard flashing and trim pieces.
w = varies
Manufactured for each panel width.
Min. Thickness 0.0179"
(26ga.)
MANUFACTURING LOCATION:
1. Jacksonville, FL.
EVIDENCE SUBMITTED:
Test Agency Test Identifier
Test Name/Report Date
Akzo Coatings
ASTM G 23
ASTM B 117
Valspar Corporation
ASTM G 23
ASTM B 117
Underwriters Laboratory R9697
UL 790 October 2016
PRI Construction Materials MSMC-003-02-01
TAS-100 June 2006
Celotex Corporation Testing MTS 520103
ASTM E 8 Jan. 1999
Services
Hurricane Test Laboratory, Inc. 0103-0712-09
TAS 125 Sept 2009
Farabaugh Engineering and T240-09
TAS 125 Sept 2009
Testing, Inc.
NOA No.: 18-0313.02
MU1MMADE COUNTY Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 2 of 9
APPROVED ASSEMBLIES:
System A: 5V-Crimp Metal Roof Panel
Deck Type:
Deck Description:
Maximum Uplift
Wood, Non -insulated
New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or
greater plywood.
See Table A below.
Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring
shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum
15/32") the above attachment method must be in addition to existing attachment.
Underlayment: Minimum underlayment shall be an ASTM D 226 Type TI installed with a minimum 4" side -
lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12
gauge 1 '/a" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12"
o.c. in the field of the roll. Or, any approved hnderlayment having a current NOA.
Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as the location of the fire barrier within
the assembly. See Limitation # 1.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and
with Metal Sales Manufacturing Corporation's current published installation instructions.
Metal Panels and Install the "5V-Crimp Panels" and accessories in compliance with Metal Sales Manufacturing
Accessories: Corporation's current, published installation instructions and details. Flashing, penetrations,
valley construction and other details shall be constructed in compliance with the minimum
requirements provided in Roofing Application Standards RAS 133.
Panel fasteners shall be #9-15 x 1%" self drilling, self tapping, hex head screws with scaling
washer of sufficient length to penetrate through the sheathing a minimum of 3/h6 inch.
Fasteners shall be installed at a maximum spacing as listed in Table A below parallel to the
slope. Fasteners shall be installed at a maximum of 12" o.c. at panel edge. See detail herein.
TABLE A
MAXIMUM DESIGN PRESSURES
Roof Areas
Field
Perimeter and Corners
Maximum Design Pressures
-74.8 psf.
-196.75 psf.
Maximum Fastener Spacing
16" o.c.
8" o.c.
1. Extrapolation shall not be allowed
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 3 of 9
System B:
Deck Type:
Deck Description:
Maximum Uplift
5V-Crimp Metal Roof Panel
Wood, Non -insulated
New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" 4r
greater plywood.
See Table B below.
Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring
shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum
15/32") the above attachment method must be in addition to existing attachment.
Underlayment: Minimum underlayment shall be an ASTM D 226 Type 11 installed with a minimum 4" side -
lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12
gauge 1 Ya" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12"
o.c. in the field of the roll. Or, any approved underlayment having a current NOA.
Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as the location of the fire barrier within
the assembly. See Limitation # 1.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and
with Metal Sales Manufacturing Corporation's current published installation instructions.
Metal Panels and Install the "5V-Crimp Panels" and accessories in compliance with Metal Sales Manufacturing
Accessories: Corporation's current, published installation instructions and details. Flashing, penetrations,
valley construction and other details shall be constructed in compliance with the minimum
requirements provided in Roofing Application Standards RAS 133.
Panel fasteners shall be #9-15 x 1%," self drilling, self tapping, hex head screws with sealing
washer of sufficient length to penetrate through the sheathing a minimum of 3/16 inch.
Fasteners shall be installed at a maximum spacing as listed in Table B below parallel to the
slope. Fasteners shall be installed at a maximum of 6" o.c. at panel edge. See detail herein.
TABLE B
MAXIMUM DESIGN PRESSURES
Roof Areas
Field
Perimeter and Corner'
Maximum Design Pressures
-84.5 psf.
-131.3 psf.
Maximum Fastener Spacing
24" o.c.
18" o.c.
1. Extrapolation shall not be allowed
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 4 of 9
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. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters,
and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones (i.e. perimeters, extended comers and corners).
3. Panel shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be described in the
Roofing Application Standard RAS 133.
4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement:
"Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen
below. All clips shall be -permanently labeled with the manufacturer's name and/or logo, and/or model.
MIAMI•DADE COUNTY
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 5 of 9
PROFILE DRAWINGS
DETAIL A
5V-CRIMP METAL ROOF PANEL
FASTENING PATTERN FOR 5V-CRIMP AT INTERIOR OF PANEL
24" Coverage
5 x 1 1/2" Wcodgrip Screw
5V-Crimp Panel
\-Moisture Barrier
Plywood Decking (By others)
(By others)
FASTENING PATTERN FOR 5V-CRIMP AT EAVE
NOA No.: 18-0313.02
MUUtFonoecourm Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 6 of 9
i
5V-CRIMP METAL ROOF PANEL
SeeTable A
Horoin fnr Umvimnm
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page7 of 9
DETAIL B
24" Coverage
#9-15 x 1 1/2" Woodgrip Screw #9-15 x 1 1/2" Woodgrip
/ //-5V-Crimp Panel `
\.Moisture Barrier
Plywood Decking (By others)
(By others)
FASTENING PATTERN FOR 5V-CRIMP AT INTERIOR OF PANEL
FASTENING PATTERN FOR 5V-CRIMP AT EAVE
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 8 of 9
SeeTable B
Herein for Maximum
END OF THIS ACCEPTANCE
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 9 of 9