HomeMy WebLinkAboutProduct Approval 2/2/2018 Florida Building Code Online
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FL# FL1850-Rll 'I
Application Type Revision J
Code Version 2017
Application Status Approved slit
Comments ;10
Archived
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Product Manufacturer American.Shutter Systems Association,Inc.
Address/Phone/Email 4268 Westroads Drive I 1,
West Palm Beach,FL 33407 i! {
(561)209-8263
bfeeley@easternmetal.com
Authorized Signature Bill Feeley i
Irodriguez@easternmetal.com
i
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email '
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a.Licensed Florida
Professional Engineer
to Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Walter A.Tillit,Jr., P.E.
the Evaluation Report
Florida License !i
PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By John Henry Kampmann Jr. i� �lil,•
:d: Validation Checklist-Hardcopy Received
Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC DRAWING 17-
102 CERTIFICATE OF INDEPENDENCE.PDF
Referenced Standard and Year(of Standard) Standard ! Year
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 f I 2002
TAS 201,202,203 1994
I ,
Equivalence of Product Standards
Certified By
Sections from the Code
Ill
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https://fioridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgs9p/p2f%2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 1/3
2/2/2018 Florida Building Code Online
Product Approval Method Method 1 Option D "
Date Submitted 10/03/2017
Date Validated 10/13/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and
(HVHZ) Drawing#17-103 retained by tracks to provide hurricane protection.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.,
Approved for use outside HVHZ:Yes INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER
Impact Resistant:Yes SYST..PDF
Design Pressure: N/A Verified By:American Test Lab of South Florida Inc.
Other:Large Missile Level "D". Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes
positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports
one specific condition shown in span tables. See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.,
loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF
Created by Independent Third Party:Yes
i
1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top
(Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection
Limits of Use Installation Instructions f
Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS,INC.
Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER
Impact Resistant:Yes SYSTEM.PDF
Design Pressure: N/A Verified By:American Test Lab of South Florida Inc.
Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party:Yes
positive ASD load w/o window blade,16'-0"for 30 psf negative Evaluation Reports
ASD load for HV1 blade w/o window blade for conditions FL1850 RS1 AE AMERICAN SHUTTER SYSTEMS.INC. }
indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF I
t
positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party: Yes
negative ASD load for HV2 blade w/o window blade.See
sheets number 12,25,28 and 28A of installation drawings for
other spans and pressures. a
1850.3 I Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top i
1 Only(HVHZ)-Drwg#17-122 and bottom)for storm protection 4
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.INC
Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..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 level"D". Max.span is 16'-0"and 14'-9" Evaluation Reports
for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.INC
locking rod configuration for the HVI blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF
psf load for HV blade for Keystone mountings 7'-0"for+75, Created by Independent Third Party:Yes
-75 psf for metals stud mountings and 8'-0"for 110 psf.for
HVI and HV1A working in unison.See sheets 7, 11,20 and 19
respectively of installation drawings for other spans and I
pressures.
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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 f
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. j
Product Approval Accepts: i
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I
TT, INC-
,,
TILLIT TESTING ENGINEERING comPANY
WALTER A.TICCIT,JR.,P.E. ; tilteco@aol.com
FL P.E.Liccnsc No.44167
FL E.B.License No.0006719
PRODUCT EVALUATION REPORT !,
REPORT NO.: 17-0802.01
DATE: August 2N0, 2017
PRODUCT CATEGORY: Hurricane Shutters
PRODUCT SUB-CATEGORY: Accordions
PRODUCT NAME: Bertha H.V. Accordion Shutter System
HV Blade 1 W/or W/O HV Window Blade
I' gal
i
SUBMITTED BY: American Shutter Systems Association, Inc.
(ASSA) i
4268 Westroads Drive
West Palm Beach, Florida 33407 ilii
1. PURPOSE OF EVALUATION: ,;
This is a Product Evaluation Report issued by Walter A. I HUT, Jr., IP.E. (System
ID # 1906) as a Revision to FL 1850.1 to the American Shuter Systems
Association, Inc. (A.S.S.A.), based on Rule Chapter No. 6i�G20-3 Method 1d
of the Florida Department of Business and Professional Regulatt!on.
i
This product is being issued an Evaluation Report as described hetbin, 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 anti revision incase of
a Building Code change that may affect its limitations and conditions;.
2. EVIDENCE SUBMITTED:
it '4
2.1. PRODUCT EVALUATION DOCUMENT(P.E.D.):
`BERTHA H.V.
Drawing. No. 17-122 (revises Drawing 15-080), �i woo
ACCORDION SHUTTER SYSTEM",HV Blade #1 W/,AY Q¢ I �dow Blade,
sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;,, -ad- d` � Walter
A.Tillit, Jr., P.E.; dated 06/02117.This drawing is at► int ral .is luation
Report.
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6355 N.W.36th Street,Suite 305,Miami,Florida 33166-Phone: (30ax: (305) 871-1531
voA/Oef Pd
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PRODUCT EVALUATION REPORT NO.17-0802.01 2
2.2. TEST REPORTS:
For HV Blade 1
Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996
as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida
Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test
reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-
03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively,
signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E.,jointly with
ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R.
Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem
P.E. per protocols TAS 201,202 and 203 completed with ATL Report# 0317.02-
06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols
TAS 201,202 and 203.
Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003;
signed and sealed by Frank E.Grate Jr.,P.E.,as perASTM E 8. Report No. 11 CM-
223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM d
E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# 11 CM-
233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM
E-8
Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by
Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed
by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3
(weaker)for Keystone mountings. P
For HV Window Blade 1A I
Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per
section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance
with ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing
Lab of South Florida, report#0505.01-08 signed and sealed by William R. Mehner,
P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for
fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida
Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated
12/14/07, signed and sealed by Joseph LaboraDoldan P.E.
Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) I
per ASTM G-155 and ASTM D-638,per section 2615 of the Florida Building Code,
per ETC Laboratories report#ETC-07-1095-19015.P19d �� l07, signed and
sealed by Joseph LaboraDoldan P.E. o
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Tensile test as per QC metallurgical Report °® V16'' , t?�;T1 21, 2008
signed and sealed by Frank E. Grate P.E. as lor A$TM'�-8. �
0. 44167 '
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PRODUCT EVALUATION REPORT NO.17-0802.01 3
Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103,equivalent
as per letter issued by Sabic, dated 7117/08, addressed to Eastern Metal Supply
Inc.to approved#9034 sheet grade with Miami Dade County Approval addressing
the burning characteristics,weathering and structural (mechanical) properties.
2.3.STRUCTURAL(ENGINEERING CALCULATIONS:
On Bertha H.V. Accordion Shutter System for maximum shutter span vs.;design
wind load, as well as maximum anchor spacing vs. design wind load and shutter
span based on rational and comparative analysis, and in accordance with section
1616 of the Florida Building Code. Calculations prepared by Tilteco;.inc., July 31,
2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed avid sealed by
Walter A.Tillit, Jr., P.E.
3. MISSILE IMPACT RESISTANCE:
Large missile impact under section 1609.1.2 of The Florida B;uilding;Code; as per
ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 (f&,Blade 1 and
HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone.Mounting)And
per ASTM E-1886 and E-1996 (for Blade 1A).
:4. WIND LOADS RESISTANCE:
Accordion Shutter System has been verified to sustain wind pressures. Maximum
Shutter Span for HV Blade 1 shall be as indicated on sheetc 11 of 20 of product
Evaluation Document (P.E.D.), Drawing # 17-122 at detail `M" on;Sheet 7 (for
Keystone Mounting "M"), 20 (for metals studs) and 12,13,14';15 of 20 of Product
Evaluation Document (P.E.D.) , Drawing # 17-122. Maximum shutter Span and
anchor spacing for Window Blade 1A shall be. as indicated on sheet 19 of 20 of
drawing#17-122.
5. INSTALLATION:
For HV Blade 1 Shall be performed strictly in accordance with the details indicated
on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation
Document(P.E.D.), drawing No. 17-122. Minimum separation to glass shall be as
indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing
No.17-122. Requirements for use of locks and/or locking rods;shail be as indicated
on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document
(P.E.D.), drawing No.17-122.
The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in
accordance with limitations included on sheet 19 of 20 of drawing # 17-122.
Minimum separation to glass shall be as indicated on shq 8 of 20 of drawing #
17-122. oe
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PRODUCT EVALUATION REPORT NO.17-0802.01 4
6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
Shall be strictly in accordance with General Notes and Components indicated on
sheets 1 through 4 of 20 of Product Evaluation Document(P.E.D.),drawing No.17-
122. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15,
and 20 of 20 of Product Evaluation Document(P.E.D.), drawing No. 17-122.
7. LIMITATIONS AND CONDITIONS OF USE: �
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7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and
13. Indicated on sheet 1 of 20, of Product Evaluation Document(P.E.D.), drawing
No. 17-122, prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr.,
P.E.
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
defined on section 1620.2 of the Florida Building Code.
7.3. Product shall only be installed into poured concrete, concrete block, wood
framestructures, and Metal stud walls.
7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per
sheet 19 of 20 of drawing No. 17-122.
i
Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida y
License No. 44167), President of Tilteco, Inc. (Florida EB-0006719).
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