HomeMy WebLinkAboutNOAMIAMI-MCIE SCANNED
BY
DEPARTMENT OF PERMITTING, ENVIRONMENTAWRO&J00"
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
SCANNED
BY
St Lucie Count%,
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �w.miamldadexoy/buildinp
WeatherGuard Building Products, Inc.
4040 Belvedere Road "Y
West Palm Beach, Florida 33411 FIL"Es COP
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 PERA-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 AHJ (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 AHJ may immediately revoke,
modify, or suspend the use of such product or material within theirjurisdiction. PERA 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.06311 (min.) Aluminum Storm Panels Shutter
AYPROVAL DOCUMENT: Drawing No. 07-309, titled " 0.063" Aluminum Storm Panel ", sheets I through 5
of 5, prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007, last revision #2 dated April 17,
2012, signed and sealed by V. J. Knezovich, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
I�ABELING; Each panel shall bear a permanent label with the manufacturees name or logo, city, state, the
following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS-
202, and TAS-203, 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 NOA revises & renews NOA #06-0706.17 and consists of this page 1, evidence submitted pages E-1, E-2, &
E-3 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
F
MIAMMADE COUNTY ),L�.OJ4 kcl�� NOA No. 12-0419.01
F.MT67m, Expiration Date: 04/18t2017
o6/Z4/Z,oJZ Approval Date: 05t24/2012
Page I
WeatherGuard Buildine Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95-0717.06
A. TESTS
1. Test report on: 1) Large Missile Impact Test, 2) Cyclic Wind Pressure Test, 3)
Uniform Static Air Pressure Test of 0. 063 " aluminum storm panels x 104 " high,
prepared by Construction Testing Corp., Report No. CTC-96-008, dated
02116196, signed and sealed by Christopher G. Tyson, RE
B. DRAWINGS
1. Drawing No. 96-47, Poma Corporation, . 063"Aluminum Storm Panel Drawing,
Sheet I through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02115196,
Revision No. Z dated 03125196, signed and sealed by VJ Knezevich, P. E.
C. MATERIAL CERTIFICATIONS
1. Mill Certified Inspection Report, dated 11127195, for Aluminum Alloy 5052-1136
by Precision Coil Incorporated, with chemical composition andphysical
properties.
2. Tensile Test Reports from QC Metallurgical, Inc., QCM Jo b No. 6BM-41 0, dated
February 16,1996for Aluminum sample.
D. CALCULATIONS
1. Storm panel anchor calculations, pages I through 10 of 10, dated 02128196,
prepared by Knezevich & Associates, signed and sealed by VJ Knezevich, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 99-0219.01
A. DRAWINGS
1. None. (Drawings originally infile 95-0717.06.)
B. TESTS
I. None. (Tests originally infile 95-0717.06.)
C. CALCULATIONS
1. None. (Calculations originally infile 95-071 Z 06)
D. MATERIAL CERTIFICATIONS
1. None. (Material certifications originally infile No. 95-0717 06.)
E. OTHER
Lefler issued byAl Purino stating that all documents are unchanged copies of
0. 063 " Aluminum Storm Panel submittals, Acceptance No. 95-0717 06
RQmy A. Makar, P.E., M.S.
PERA, Product Control Unit Supervisor
NOA No. 12-0419.01
Expiration Date: 04/18/2017
Approval Date: 05/24/2012
WeatherGuard Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 02-0417.06
A. DRAWINGS
See NOA 99-0219.01
B. TESTS
See NOA 99-0219.01
C. CALCULATIONS
See NOA 99-0219.01
D. MATERIAL CERTIFICATIONS
See NOA 99-0219.01
E. STATEMENTS
See NOA 99-0219.01
F. OTHER
See NOA 99-0219.01
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06-0706.17
A. DRAWINGS
L Drawing No. 07-309, titled " 0. 063 " Aluminum Storm Panel ", sheets I through 5 of
5, prepared by Thornton Tomaselti, dated April 10, 2007 signed and sealed by J W.
Knezevich, P.E.
B. TESTS
1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and
Cyclic Wind Pressure Test of 0. 063 " Aluminum Storm Panels Shutter, prepared by
Hurricane Test Laboratory, LLC, Report No. 0411-1011-05, dated February 09,
�006, signed and sealed by Vinu J. Abraham, P. E.
C. CALCULATIONS
1. 0. 063 " Aluminum Storm Panels Calculations, Sheets I through 45 of45, by Thornton
Tomasetti, dated April 09, 2007, signed and sealed by John W. Knezevich, P. E.
D. QUALITY ASSURANCE
1. ByMiami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
"d-gz,,
Hbfmy A. Makar, P.E., M.S.
PERA, Product Control Unit Supervisor
NOA No. 12-0419.01
Expiration Date: 04/18/2017
Approval Date: 05/24/2012
E-2
WeatherGuard Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 07-309, titled" 0.063 "Aluminum Storm Panel", sheets I through 5
of5, prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007
last revision 42 dated April 17, 2012, signed and sealed by V J. Knezevich, PE.
B. TESTS
1. Verification Test report on Uniform StaticAir Pressure Test, Large Missile Impact
Test, and Cyclic Wind Pressure Test of 0. 063 "Aluminion Storm Panels Shutter,
prepared by Blackwater Testing, Inc., Report No. AE-12-002, datedApril 23, 2012,
signed and sealed by Yamil G. Kuri, P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Permitting, Environment, and Regulatory
Affairs (TER-4).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. � Letter of Compliance to Florida Building Code, 2010 Edition, prepared by Knezevich
Associates Consulting Engineers, dated April 18, 2012, signed and sealed by V. J
Knezevich, P.E.
H&Cny A. Makar, P.L, M.S.
PERA, Product Control Unit Supervisor
NOA No. 12-0419.01
Expiration Date: 04/18/2017
Approval Date: 05/24/2012
E-3
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ANCHOR NOTES,
1. VMS AND LOADS SHOWN HEM ARE MR DETERMINING ANCHOR SPACING ONLY.
IN ALUOW"UE SHUTTER SPANS FOR SPECIFIC UGADS MUST BE LIMITED TO THOSE SHOM
TABLE 1.
2. ENTER ANCHOR SCHEDULE BASET ON T E ETISTI 0 STRUCTUMjATE I L
GREATER THAN OR EQUAL TO SHUTTER SPAN.
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
4. jtlpj4jj�jAlSU
YPE OF EXISffi�j�
, �&UCEVIFRETE 4
STRUC URE. R 0 OPLLEORWANLCCHCgFP4�POEODBItt�lt%
5. 0095SNISDITLIOLHISE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
6. MINIMM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR
STU 0.
7. �fHE.JE EKASTTpAjj�JCpTRl2E
F T�,2&87�,NSICNEO CCNCREJEIfjWT5ACjgp
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SPA THAT CABLES ARE NOT 0 MACE . :G AND COORDIN T OR
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, Sffi& &p,,gC0E%.FASTENJNO TO PLYWOOD IS ACCEPTABLE ONLY
9. WHEPE AS SCREW$ FASTEN JO NARROW FACE OF STUD FRAMING,FASTENER
%008 %Tjy%4�L�
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lFW20A %JR%A IT DENSITY. LAO SCR WS SHALL
10. HO MINIPUM ?X 1/2' ENGAGEMENT OF THREADS
�fflfNll SCREWS SHALk
4AD45REH I A�6.0!&�E A PAN HEAD, TRUSS HEAD. OR
11. M DESKINATES ANCHOR CIONDITIONS WHICH ARE NOT ACCEPTABLE USES.
2. * DESIGN&ES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE
SCREW, NU OR WASHERM WINGNUT.
3. **THEMININUMM08 It TA�CZ FOR TVE POWERS ZAMAC NAIL -EN EMBEDDED
IN HOLLOW CONCRETE'S OC IS 3�31 I.
14. POWkkELZ.Aj4ALY6)��LRAVD-WEAT4�RGUARD LEN) SHIELD MASONRY ANCHO
0
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MINIMUM SMRM PANELSEPARATION FROM GLASS
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1. TABLE I IS APPLICABLE FOR BOTH POSITIVE
AND NEGATIVE LOADS.
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SPAN IFT ABOVEGAAOL 30- ABOVE
2. FOR DESIGN LOADS BETWEEN TABU LATED
E
ALL MOUNTING
I,
2
,INCH I E
GRADE ONINES
VALUES. USE NEXT HIGHER LOAD OR LINEAR
DESIGN WAD
CONDITIONS
30.00
1. - 1.. 11,
INTER T ION MAY BE USED TO DETERMINE
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ENTE
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