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DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
OF ACCEPTANCE i
ard Buildine Products. Inc.
9040 Belvedere Road
West Palm Beach, Florida 33411
SCANyEjo
SL 13Y
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
Miami, Florida 33175-24?4
T (786) 315-2590 F (786) 315-2599
P_4� P Kf�nl_lnpv
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-Dadc 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 their jurisdiction. 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
APPROVAL 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 date'd 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
LABELING: Each panel shall bear a permanent label with the manufacturer's 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 NCIA 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 NCIA 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.
1, t4l NOA No. 12-0419.01
MIAMI-DADE COUNTY AC14��
Expiration Date: 04/18/2017
61?. 41?, o I Z Approval Date: 05/2412012
Page I
WeatherGuard Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 95-0717.06
A. TESTS
1. Test report on: 1) Large Missile Impact Test, 2) Cyclic Wind Pressure Test, 3)
Untform Static Air Pressure Test ofO. 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, P. E.
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. 2, dated 03125196, signed and sealed by V.J. Knezevich, P. E.
C. MATERIAL CERTIFICATIONS
1. Mill Certified Inspection Report, dated 11127195, for Aluminum Alloy 5052-H36
by Precision Coil Incorporated, with chemical composition andphysical
properties.
z Tensile Test Reportsfrom QC Metallurgical, Inc., QCMJob 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 hy V.J Knezevich, RE
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 99-0219.01
A. DRAWINGS
1. None. (Drawings originally infile 95-0717 06.)
B. TESTS
L None. (Tests originally infile 95-071706.)
C. CALCULATIONS
1. None. (Calculations originally infile 95-071 Z 06.)
D. MATERIAL CERTIFICATIONS
1. None. (Material certifications originally in file No. 95-071 Z 06.)
E. OTHER
1. Letter issued by Al Purino stating that all documents are unchanged copies of
0. 063 " Aluminum Storm Panel submittals, Acceptance No. 95-071 Z 06.
Rdliny A. Makar, P.E., M.S.
PERA, Product Control Unit Supervisor
NOA No. 12-0419.01
Expiration Date: 04118/2017
Approval Date: 05/24/2012
E-1
WeatherGuard Buildina Products. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 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
1. Drawing No. 07-309, titled " 0. 063 " Aluminum Storm Panel ", sheets I through 5 of
5, prepared by Thornton Tomasetti, 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 Mo. 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 of 45, by Thornton
Tomasetti, datedApril 09, 2007, signed and sealed by John W. Knezevich, P. E.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
" d. k&tl
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
GENEMNOT13
gmgm.cumpp, MEN E� NESqNTE A LARGE MISSILE Q
PPOVISION SET FoTACT
jiM, % 0 JE
SSUP.NCI OF ATRONT'�OEIBF A (HIGH NECLEJ 0 V , Y I
I SEC TH I R tm TYfRODU
50 ON I A4 Y
LOTIBAUL IT HU GEE%M
BUILDING CODE. OF THil
2. NO 1�5 J�Ut EN U
EP.O.. M&I960'Al? RUTFISIMITOTMAS WSEOIjN 00
A SEJHFOG
N. IfTO MDDECJ��
3. PE 7 PRIME T�E POSTVE AND NEGAJ�Vl! DES11T LOADS TO USE WHEN REFERENDNS
I I ACC C , JIM GOVERNIN% '6NO GOVERNER
I MAW.N.9RDANCALch IONS IN 6CCOR CODE
DIRECTIONALITY FACTOR OF Rd .0.05 SMALL BE SED. ANCE ITHASCEI.
4. THES
,,GAPRODUCT EVALUATleN DOCUMENIS ARE GENER[MNE, 00 NOIgNCLUDE
ATION FOR SiTE-SPE [PIC APPLICA ON OF THIS 5 T R SYST .
S. USE OF THESq PRODUCT EVALUATION DOCUMENTS SMALL COMPLY WITH CHAPTER
61615-23 OF HE FLORIDA ADMINIST ATIVE CODE.
d, THESE PRODUCT EYALUATION D CUMENTS ARE INTENDED FOR USE ONLY BY A
LABEL IJT' 101.
LOCATIO
1.369.
SEE NOTE
N.. 10
.5 a S
p 04 A
NEL CO ERAGE
ORLAW"um STORM PANEL
2251' 2.251- 35.
LA8M__
L.CAl=\
1.369'-
k%�Z SEE �NOWTEO�]
N.. 10
G."PANEL
9.282-
@HALF ALUMINUM STORM PANEL
SCALE� 3' . V- 0"
5 OTAL El GINEER OR REGISIER D ARCHITE IND
0 s E CONjqA,(jTlONPROVI ED ;HE CONTRAC OR R.25 172 ME 1 2' IR,25 2 25T' 2251'
D VIAT P 0 1 1 VMS 0 At 0 E EIN AND HE CONTRACTOR
ov. 0'3' R 2S P25
VE FE T E X VIATE IN EIT Ep F,.gm OR At P TIP
S 11 ROM "ASTOOP 257 t
7 Iff
Typ
xis I Q STRUCTURE CAN WITHSTAO
S T 0
7. V,1Lj7tNNIjt A OVAITLmS TO IM R
DID 2TjpR%jO
UC�ke UATION ESE PRODUCT EVALUATION DOCUMENTS
0 UMENTS. EST, 2
I R " U2.1 401. .01.
B YMMNTHE &UokOlZ9'VFIFR'A1; 9MY DAMP fIREPIFICULCHOWEI)ALIPITOR, 2' r.
A) AEQORE 2.24' �.=24
SEAM
D B rggmr% SIGNS$ BATED AND
A MICH DETAIL IFAVY-h-HEADER nS BUIUD-OUIT� ;R
ONO &STF�, TIRE EJ�Uk Ap OC ff LftC �JZC
C EN. SAI 15"M114 D
ORAN % G;NEER OR EVTW AS A
TING 15 t o7m._
HER APPROVA
8) REQUIRE THAT A ONEAME SITE SPECIRC APPtFDVAL BE APPLIED ESE- j617 * TYP
5
ECURED ROM THE N I-DADE COUNTY PROD CT CONTROL SECTID�OR AND 0.275
, 313" 2'5- E
W Ep TRE SITE CONBITIO%MIIATIONS OCC IT OCITYgUR2lrL.f 25'
ZgN I - SHALL 11
A OAS ONLY OPTI N EN,jCffiHTlNrTgE HIGH T
Y THEO O.DINa FFI I . .05
P%0,MUAl�WtR
NjI —.125'
AS FOLLOWS� NOR SV .9
U MARK tALM5PdMMA% IFLESTUMI&AVLAIL"Et IYP.
iNEAnangumt, WRING Famucm mc.
IIASTPALNI ON MZDA
scaummumiuUmmmi APPOoVED
mi"MDAD .01 0,6 .138. TP
10. STORM P 1111-2. AC.I.. CREV 2' V MIN.
�tNELS SHALL BE 0.t6ll' THICK 3001-V34 ALUM�NUM ALLOr WITH A MIN. 5' MAX.
51
FY'25.0 OR 50524132 AL MINUM ALLOY WI H A MEN. 23.0 KS. MEN 7/16' HEX HEAD
11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UjO.N. WITH @WASHERED VANG NUT KEYHOLE
RW I�TER TRACK STUDANGLE BUILD -OUT ANGLE
3tArr.'RXLr9rlff-- ffAE zin
12. �LL DOLTS AND WASHEA� �TL�ff GALVONIZED OR STAINLESS STEEL
MINIMUM TENSILE STRE G 0 0 K.S.L. U.N.
U. � NO�J!.Ns
14. THE AMIT HOLDER WALL VERIPYrE ANQUAC THE EXISJING STRUCTIUAE
TO e S AIR TH C
0 LOADS A N�O
G WITH THE I VERIFY LLDIMENSONS WIDTH UNLIMITED WIDTH UNLIMITED
AT THE JOB SITE a 5. � j,
aARVA
SII.L TYP. ELEVATION
lZAEF772'.-P-7
Le
ALUMINI.
CLOSURI
0 125: M
0:12 MI
@;;Rwlq
%2�kOIJ
I, ,,TLCL0SURESECTf0N
EXISTING
WINDOW
)l -\D'ILESS
'�.. TA
STEEL BOLT & WtNO-
NUT 111 24- D.C. (ryp.i
@pa�LCGR�E,R LORREPIAN
.T
_� _5r
FRURE SECTION
@W. -�U�
f7);Rp�
w , _%§�ER-5.,L,0SURE PLAN
t
BLOCK OR WOOD FRAMING, TYP.
SAY WINDOW
20 GAGE STEEL DENT
PLATE OR 2- x 2' x 1/8"
6063-T6 ALUM.ALLOY
BENT PLATE
@R;I,j��CQ%NER OSUREPLAN
� - r5��
On. *00"A'WRY RE SEICTICIN
7
FASTIENER
ANCHOR SCHEDULE
ONCHES) REGUIRM FORVARIOUS DESIGN UOUNDSAND VANB
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ANCHOR SCHEDULE
FASTIONIERNIAIGNIUM SPACINGONCRUSNEXURID FORVARIOLS DESIGN LOUIS AND SPANS
AINCHOR TfPE
LOAD
MI
P.S�F.
MAX.
Ga
'm
1)
MIN.
3IW EDGE DISTANCE
SPA S UP TO
S'_0"
SHE NOTE 1)
Cc ICT11 TYPE
GESE NOICI)C5
Cl I C21 IS 41
I SPANS UP TO
,-v
SEEK NMI)
CONNECTION TYPE
Cl GGAENOTE3)
C21 C3lC41CS
SPAN UP TO
1! ".
(SEE Have 1)
CONNECTION TYPE
(SEE NOTE 3)
CIlC2lC3lC41CS
2' MIN, ,
62.0
1211211211219
121121121
7
5
12
12
12
120
12
12
12
121
B
121121121
5
4
12
12
11
-L
4
6A
83.0
12
12
12
10
7
12
121111
4
4
12
12
10
3
120.0
12
12
6
15
12
121101
4
3
1.
12
10
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—
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12
12
10
41
3
12
1!
1
4
3
12
12
10
3
0
12-0
L2
7
7
7
4
72.0
IS
13..L2
7
7
4
6
5
3
83.0
11
111
11
3
-L
1
120.0
8
0
-L
�'
4
200.0
6
1
i
I.
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62.0
12
7
9
12
12
r
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7
1
72.0
12
12
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S
8
12
12
7
4
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81.12
120.0
li
12
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7
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10
8
7
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.200.0
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4
ANCRORNOTIES,
1. EWISAND WADS SHOWN HEREARE FORDETEMINMG ANCHO%sPACtm; ONLY.
I
IN TAS THOses"ollahl
al.
2. ENTCRrCHORSCHECULE BASE ONT15 U
ISR� S E
AINOTY Af L
�, �yg�
GREATER THAN OR EQUAL TO SHUTTER SPAN. I VIE SAN
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATICIM OF CONNECTION TYPE.
%.A %eCCEITE -PLL VILI'MYWROD FOR
C�08. 0 A COR MgIW3
B' 14
TYPEOFFXISTIN STRUCTURE.
S. aNCH,.,RESSjALa
�! INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
6. Hp.�LU.� EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR
S U
7. YIHELFLE !nASTVFA%jj�CpTkR T �%15A 122
SH L L .5 �5 �Ig.T�..:.G'OA.NEDOCCOOMRCDRAAeT ch
UtH JRN
THAT CABLES ARE NOT 0 AGED.
8. MI!
ib,41 TA% S
or
PRISIDet OUVWpeel. FASTENING TO PLYWOOD IS CE TABLE ONLY
PI .
9. WHIM �AG WREWS FASTEN JO NARROW FACE OF SW FRAMING t FASTENER
BE I %008%TJJD%- tZ
AMR150NME' G.D.MIRRJAIER DENSITY. LAO SCREWS WILL
S MAD 0 K A .
10. M NEWS SHAL HAVE VN7
,PCININE vp IV MI fl PX 1/2' EMt'GEMENT OF THREADS
r
CAD C 6 T I! A PAN AD, TRUSS HEAD. OR
OLT. G.N.
III M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCIEPTABLE USES.
2. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE
SCREW, NUT OR WASHERED WINGNUT.
MUPLP
IN ZHE911V CC RDIGE D'jrNCE FORIVE POWERS ZMAC NAL-M EMBEDDED
RETE a C -K IS3-3 '.
14. POWERS ZAMAC NAIL -IN AND WEATHEINGUARD LEAD SHIELD MASONRY AMORY
6 . . . . . . . . . . . . .
OR
.Z
in
.0 >
mo
. . . . . . . . . . . . . .
. . . . . . . . . .
...........
z mvwom
wl d,,W,
9 0.06rALUMINUM SMRM PANEL KNEZEVICH ASSI%IjTFS
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