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FL# FL11964-R;
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Eastern Me al Supply
Address/Phone/Email 4268 West oads Drive
West Palm each,FL 33407
(800)432- 204
Irodriguez easternmetal.com
Authorized Signature Bill Feeley
irodriguez easternmetal.com
1
i
r Technical Representative
Address/Phone/Email
{ Quality Assurance Representative
Address/Phone/Email
i
Category Shutters
jSubcategory Storm Panc Is
Compliance Method Evaluation eport from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evalui tion Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A.T Hit,Jr
Evaluation Report
Florida License PE-44167
Quality Assurance Entity National A reditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/201
Validated By John HenryKampmann Jr.
Validal ion Checklist-Hardcopy Received
Certificate of Independence FL11964 R COI EASTERN METAL SUPPLY INC. DRAWING 17-097
CERTIFICA ION OF INDEPENDENCE.PDF
FL11964 RI COI EASTERN METAL SUPPLY INC DRAWING 17-089
CERTIFICA1 E OF INDEPENDENCE.PDF
4
Referenced Standard and Year(of Standard) Standard Year
ASTM E18E6 2002
ASTM E18 6 2005
ASTM E1 II6 2005
ASTM E1995 2002
ASTM E33C 2002
i Equivalence of Product Standards
Certified By
I of 2!1 07/11/2018 08:44 PVI
Florida Building Code Online ttps://www.floridabuilding.ora/pr/pi_app_dtl.aspx?param=w...
Sections from the Code
i
Product Approval Method Method 1 C ption D
Date Submitted 09/06/201
Date Validated 10/14/201
Date Pending FBC Approval 10/25/201
Date Approved 12/12/201
Summary of Products
FL# Model,Number or Name Description
11964.1 0.050"Bertha Aluminum Storm Panel Corrugated aluminum Storm Panels retained or not by tracks to
(2 inch)-Drawing number 17-097 provide hurricane protection.
j Limits of Use Installation Instructions
( Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPCf INC. DRA4VIPdG
Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM PANEL.PDF
Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc.
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Large missile.Max.span is 13'-0"for+30,-30 p.s.f. valuation Reports
ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels.See FL11964 P4 AE EASTERN METAL SUPPUr,INC. DRAWING
sheet 2 of installation drawing for other spans and pressures. 17-097 PRODUCT EVALUATION REPORTPC,F
Created by Independent Third Party:Yes
11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to
Panel(2 inch)-Drawing number provide hurricane protection.
17-089
Limits of Use nstallation Instructions
Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY INC DRAWING
Approved for use outside HVHZ:Yes 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM
Impact Resistant:Yes ANEL.PDF
Design Pressure:N/A Verified By:American Test Lab of South Florida Inc.
1 Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 p.s.f. Created by Independent Third Party:Yes
ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 of valuation Reports
installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY INC DRAWING
7-089 PRODUCT OF EVALUATION P.EPORT.PDF
Created by Independent Third Party:Yes
Bac$ 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 Ft Lida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-ma I 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 Clapter 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 licens e.However email addresses are public record.If you do not wish to supply a
I personal address,please provide the Department with an email address which can a made available to the public.To determine if you are a licensee under Chapter
455,F.S.,pleas click here.
Product Approval Accepts-
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16: �,0. ANGLf r:re.'a. INC. 0.050" BERTHA ALUMINUM STORM PANEL
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WALL MOUNTING INSTALLATION ;, ',.rf �. O.tJ50" BERTHA ALUMINUM STORM PANE{
' "� (2.00" DEEP)
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PRODUCT EVALUATION REPORT 11-h..h I." ,•
°„.. N„ (100`7'''
REPORT NO.: 17-0726.02
DATE: July 26, 2017
PRODUCT CATEGORY: Hurricane Shutters
PRODUCT SUB-CATEGORY: Storm Panels
PRO C 050' Bertha Aluminum Storm Panel (2" deep)
MANUFACTURER: Eastern Metal Supply, Inc.
4268 Westroads Drive
West Palm Beach, Florida33407
1. PURPOSE OF EVALUATION:
This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
ID# 1906)to the Eastern Metal Supply, Inc, Rule Chapter No.61 G20-3, Method
1 D of the Florida Department of Business and Professional Regulation.
This product is being issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2017 sixth edition of the
Florida Building Code, and to verify that the product is for the purpose intended at
least equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect its limitations and conditions.
2. EVIDENCE SUBMITTED:
2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
_Drawing_No.1.7_-097_-_(Re-vises_-Drawing-#-15-045)--titled-"0.050"- BERTHA- -- -- ------ - --- - ---
ALUMINUM STORM PANEL (2" DEEP"), sheets 1 thru 17 of 17, including sheets
6A and 14A of 17, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit,
PRODUCT EVALUATION REPORTNO . 17-0726.02 ,
Tests as per section 1709.5.2, per ASTM E-330. Test reports prepared by
American Testing Lab of South Florida, Report No. 0321.01-05, dated March 21
thru June 23, 2005, signed by
Jose L. Mir, ATL Assistant Director and signed and sealed by William R. Mehner,
P.E. and Henry Hattem P.E., Report No. 0812.01-05, dated August 12 thru
September 8, 2005, signed and sealed by William R. Mehner, P.E., and Henry
Hattem, P.E., Report No. 0119.01-06, dated July 5, 2006, signed and sealed by
William R. Mehner, P.E. and Henry Hattem, P.E.
Tensile test reports # 5DM-377, by QCM Laboratory, dated April 26, 2005 and
signed and sealed by Frank E. Grate, Jr. P.E., as per ASTM E 8 and # 6AM-87,
dated February 9, 2006, signed and sealed by Frank E. Grate, P.E., as per ASTM
F-R
2.3. STRUCTURAL ENGINEERING CALCULATIONS:
On 0.050" Bertha Aluminum Storm Panel (2" Deep)for maximum panel length vs.
design wind load, as well as maximum anchor spacing vs. design wind load and
panel length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
dated June 23, 2006, amended May 12, 2008 for hemmed edge panels, signed
and sealed by Walter A. Tillit, Jr., P.E.
3. MISSILE IMPACT RESISTANCE:
Large missile impact under section 1609.1.2 of the Florida Building Code, as per
ASTM E-1886, E-1996 Standard (basic protection).
4. WIND LOADS RESISTANCE:
0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified to sustain wind
pressures. Maximum panel length shall be as indicated on sheet 2 of 17 of
Product Evaluation Document (P.E.D.), drawing No. 1.7-097. Maximum Anchor
Spacing shall be as indicated_ on sheets 9, 10, 11, 16 and 17 of 17, of Product
Evaluation Document (P.E.D.), drawing No. 17-097. 0.050" Bertha Aluminum
Storm Panel (2" Deep) has been verified for code compliance to work as a non-
porous storm shutter assembly, as per ASTM E-1996 Standard, qualifying Wind
Zones 1, 2 and 3.
5. INSTALLATION:
1.-...a,.11...a:-.� _L_u L— �—.1__.___J _a..._al.. .... 1 •.1 .
PRODUCT EVALUATION ItEPORT NU. 17-0726.02
6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
Shall be strictly in accordance with General Notes and Components indicated on
sheets 1, 2 and 3 of 17, of Product Evaluation Document (P.E.D.), drawing No.
17-097.
Anchor specifications shall be as indicated on sheets 1, 5, 6, 6A, 7, 12, 13, 14, 14A
and 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097.
7. LIMITATIONS AND CONDITIONS OF USE:
7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9, 10 and 11,
indicated on sheet 1 of 17, of Product Evaluation Document(P.E.D.), drawing No.
17-097 prepared by Tilteco, Inc_ and signed and sealed by Walter A. Tillit, Jr., P.E.
7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1620.2
7.3. Product shall only be installed into poured concrete, concrete block, and wood
frame structures.
Product Evaluation Report prepared by Walter A. Tilsit, Jr., P.E. (Florida License
No. 44167), President of Tilteco, Inc. (Florida EB-0006719).
r , .