HomeMy WebLinkAbout5V Crimp for 1-12 Pitch .�
'C tW -
Regulation
/1
BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
bProduct
Approval r 0
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
OFFICE OF THE FL# FL14645-R3
SECRETARY
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street,Suite 200
Louisville, KY 40202
(502)855-4300
dstermer@metalsales.us.com
Authorized Signature David Stermer
dstermer@metaIsales.us.com
Technical Representative
Address/Phone/Email
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
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Bala Sockalingam
Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/27/2026
Validated By Yoosef Lavi, P.E.
✓ Validation Checklist- Hardcopy Received
Certificate of Independence FL14645 R3 COI CertificateIndepgndence.pdf
Referenced Standard and Year(of Standard) Standard Year
FM 4470 2012
TAS 125 2003
UL1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/09/2017
Date Validated 09/14/2017
Date Pending FBC Approval 09/15/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
14645.1 2.5"Corrugated Min. 26 ga.,21.33"wide coverage through fastened roof panel
over min. 19/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 1 df
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.0 Evaluation Reports
Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluationReportC2182 i.pdf
and 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes
14645.2 5V-Crimp Min. 26 ga.,24 wide through fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel flat.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 2.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-149.6 Evaluation Reports
Other: Uplift load of 84.5 psf at fastener spacing of 24"o.c., FL14645 R3 AE Eva IuationReportC2182 2.pdf
131.3 psf at fastener spacing of 18"o.c. and 149.6 psf at Created by Independent Third Party: Yes
fastener spacing of 12"o.c.
14645.3 5V-Crimp Min. 26 ga.,24"wide through fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 3.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-196.75 Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 36"o.c., FL14645 R3 AE EvaluationReportC2182 3.pdf
74.8 psf at fastener spacing of 16"o.c.and 196.75 psf at Created by Independent Third Party: Yes
fastener spacing of 8"o.c.
14645.4 5V-Crimp Min. 26 ga.,24"wide through fastened roof panel over min.
15/32"thick plywood deck or 7/16"thick OSB with fasteners
through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 4.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-172.5 Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL14645 R3 AE Eva IuationReportC2182 4.pdf
and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.5 Aluminum Classic Rib Nom. 0.032"thick, 36"wide,aluminum through fastened roof
panel over min. 15/32"thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 5.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-120 Evaluation Reports
Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and FL14645 R3 AE Eva I uationReportC2182 5.pdf
120 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.6 Aluminum Vertical Seam Nom. 0.032"thick, 16"wide, aluminum standing seam roof
panel over min. 15/32"thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 6.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-97.05 Evaluation Reports
Other: Uplift load of 41.6 psf at clip spacing of 36"o.c.,71.0 FL14645 R3 AE EvaluationReportC2182 6.pdf
psf at clip spacing of 12"o.c. and 97.1 psf at clip spacing of 12" Created by Independent Third Party: Yes
o.c.with sidelap adhesive.
14645.7 Aluminum Vertical Seam Nom. 0.032"thick, 16"wide,aluminum standing seam roof
panel over min. 19/32"thick plywood deck
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 7.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-162.0 Evaluation Reports
Other: Uplift load of 41.6 psf at clip spacing of 36"o.c., 100.2 FL14645 R3 AE Eva IuationReportC2182 7.pdf
psf at clip spacing of 12"o.c. and 162.0 psf at clip spacing of Created by Independent Third Party: Yes
12"o.c. with support strap.
14645.8 Classic Rib Min. 29 ga.,36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 8.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-91 Evaluation Reports
Other: Uplift load of 41.5 psf at fastener spacing of 48"o.c. FL14645 R3 AE EvaluationReportC2182 8.pdf
and 91 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.9 Classic Rib Min. 26 ga., 36"wide through fastened roof panel over min.
19/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 9.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-133.9 Evaluation Reports
Other: Uplift load of 74.8 psf at fastener spacing of 36"o.c., FL14645 R3 AE Eva IuationReportC2182 9.pdf
92.3 psf at fastener spacing of 24"o.c.and 133.9 psf at Created by Independent Third Party: Yes
fastener spacing of 18"o.c.
14645.10 Classic Rib Min. 29 ga., 36"wide through fastened roof panel over min.
7/16"thick OSB deck
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 10.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-135.0 Evaluation Reports
Other: Uplift load of 45 psf at fastener spacing of 24" o.c. and FL14645 R3 AE EvaluationReportC2182 10.gdf
135 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.11 Classic Rib Min. 29 ga., 36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 11.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-138.5 Evaluation Reports
Other: Uplift load of 68.4 psf at fastener spacing of 24"o.c. FL14645 R3 AE EvaluationReportC2182 11.pdf
and 138.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes
14645.12 Image II Min. 26 ga., 16"wide concealed fastened roof panel over min.
15/32"thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 12.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.55 Evaluation Reports
Other: Uplift load of 20.8 psf at fastener spacing of 24"o.c., FL14645 R3 AE EvaluationReportC2182 12.pdf
63.5 psf at fastener spacing of 6"o.c. and 86.55 psf at fastener Created by Independent Third Party: Yes
spacing of 6"o.c. with sidelap adhesive.
14645.13 PBR-Panel or R-Panel Min. 26 ga.,36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 13.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-131.0 Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL14645 R3 AE EvaluationReportC2182 13.pdf
and 131.0 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.14 Pro-Panel II Min. 29 ga., 36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 II Evaluation ReportC2 182 14.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-71.5 Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 24"o.c. FL14645 R3 AE Eva IuationReportC2182 14.pdf
and 71.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes
Back Next
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 click here.
Product Approval Accepts:
®® ® ®Check
Credit Gard
Safe
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
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
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)
Installation Details (1 Page)
%a - O C Kq 4/*,o�
No 62240
fir • . � �
Report No. C2182-2
�:• STATE OF 44,
Date: 9.9.17 ,�• Ak-
�ii
9 , q. 20 1-7
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. 3/4" 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/ 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. T235-07, Reporting Date 7/12/07
Project No. T172-08, Reporting Date 4/29/08
DRAWN 8Y. CHECKED BY:
B.S. D.S.
PLOT: DATE:
PANEL FASTENER SPACING = a zs,s
5V—CRIMP SEE DETAIL 1 PER ALLOWABLE PRESSURE
TABLE ON THIS SHEET.
II II II o
PLYWOOD
UNDER YA MENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32" THICK (MIN.)
AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL
MIN. 2X_ WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. SPACED @ 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENER PATTERN AT INTERMEDIATE LOCATIONS
5V—CRIMP SEE DETAIL 1 —24 0 0
\ U N
Z I=O
� �Op
GUIDELINES Q
L� o(n Y I
PLYWOOD
UNDERLAYMENT SHALL BE INSTALLED Z �w
MINIMUM ATTACHMENT: 19/32" THICK (MIN.) ¢ ocJoo
AS PER MANUFACTURER'S INSTALLATION M
8d x 2.5" LONG RING SHANK NAIL
=>
MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS J
TRUSS AT MAX. 24" O.C. SPACED @ 6" O.C. IN THE FIELD & po
AT PLYWOOD EDGES
FASTENER PATTERN AT PANEL ENDStj
Q
TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE
FASTENER PRESSURE ui
SPACING (PSF) w a
(IN) a o
#9-16 OR #10-14 WOODSCREWS— _ _
WITH SELF SEALING WASHER AT
24 84.5 a a
MAXIMUM SPACING OF 24" O.C. g
18 131.3 v Y
5V—CRIMP 12 49.6 5�N
MIN 26 GA. °
<N
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. oRnwlNc No. Rev
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS RA'
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 21
SHEET N0.
L 1OF