HomeMy WebLinkAboutProduct approval, metal roofing 1128!2020 Florida Building Code Online
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FL# Type Manufacturer Validated By. Status
FL11560-113 Revision Metal Sales Manufacturing Corporation Yoosef Lavi, P.E. Approved
History, Category:Roofing (214)340-0049
Subcategory: Metal Roofing
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.COD_yright 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
mall 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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EVALUATION REPORT OF
METAL SAFES MANUFACTURING CORPORATION
`26 GA.IMAGE 11 PANEL'
. FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 41560.4-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville,KY 40202
Telephone: (502) 855-4300
Fax: (5012) 855-4200
Prepared By:
Bala Sockalingarn, 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) cq'SoCKq j 1, a���
No 62240
Report No. C2181-4 �', STATE OF •zzi
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Date: 9.8.2017 ` \ .'
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FL 11560.4-R3
C2181-4
9.8.2017
Page 2 of 31
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Image H
Panel Description: Max. 16"wide coverage with 1" 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. 15/32" thick plywood or min. W thick wood plank (min SG of
0.42) for new and existing constructions. Designed and installed as
per FBC 2917.
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 @ 4" o.c. at edges. Designed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
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 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c.
(Factor of Safety=2)
Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a ininimum.of 1/4".
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
approved roofing materials directory or ASTM ElOSM790 report
from an accredited laboratory for fire ratings of this product.
FL 11560.4-R3
C2181-4
9.8.2017
Page 3 of 3
Supporting Documents: TAS 125 Test Reports
Hurricane Test Laboratory,LLC
HTL Report#: 0103-0714-09,Reporting Date 9/1%09
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NEW UNDERLAYMENT
SEE DETAIL 1 MAX. 16" 'PANEL FASTENER
ROOF PANEL EXISTING SHINGLES SPACING PER ALLOWABLE m
(OPTIONAL) PRESSURE TABLE. a
u
—– - -- 7MIN.
PLYWOOD
MINIMUM ATTACHMENT: 15/32" THICK (MIN.)
8d x 2.5" LONG RING SHANK NAIL_ OR #8 x 2" LONG WOOD SCREWS o
TRUSS AT MAX. 24" O.C. SPACED ® 6' O.C. IN THE FIELD X O
& ® 4" O.C. AT PLYWOOD EDGES 0 N
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TYPICAL PANEL INSTALLATION X—SECTION Nto
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MIN 26 GA. PANEL ALLOWABLE UPLIFT PRESSURE
FASTENER PRESSURE _ `n
SPACING (PSF)
NEW UNDERLAYMENT (IN)
#1O PANCAKE SCREWS
EXISTING SHINGLES 24 84.25 a
(OPTIONAL) w C u 2
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EXISTING UNDER LAYMENT
GENERAL NOTES: rn
(OPTIONAL) q PLYWOOD 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
DETAIL 1 15/32"THICK (MIN.} 2, ROOFLORFPANELSTNG ARE SHALL BE)MIN. 26 GA. MAX. EFFECTIVE COVERING WIDTH OF u
PANEL = 16".
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. -
2181-4
PAGE N0
1 OF 1
1/28/2020 Gmail-Final Roof inspection completed for project 19-4906
Gmail
Edward LEC14NER<edificiumroofing@gmail.com>
Final Roof inspection completed for project 19-4906
no-reply@mygovernmentonline.org<no-reply@mygovemmentonline.org> Tue,Jan 28,2020 at 1:46 PM
To: EDIFICIUMROOFING@gmail.corri
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To.see the full inspection-report,login to your account with the Customer Portal.
Completed Inspection
-Sam Smith;has completed a-Final Roof inspection for project 19-4906 at 193 ENGLAR DR SEBASTIAN FL 32958 on
Jan 28 2020 12:46PM.
The inspection;Failed
The inspector noted
Multiple loose fasteners and fasteners without a gasket.
To print your inspection report please visit the Permits and Licensing section of www.mygovemmeritonfine.org to add
the.project to your account and access the full inspection report.
i
https://mail.google.comimaiYu/1?ik—=4fe3bcd3cl&view=pt&search=all&permaisgid=msg-f%o3Al656998607185349417&simpl=msg-f%3Al6569988071... 1/1
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