HomeMy WebLinkAboutJSI Permit APP-7313 Marsh TER SLC (2)a,
Business & Professional Regulation
BCIS Home j Log In I User Registration . Hot Topics Submit Surcharge • Stets & Farts Publications Contact Us SCIS Site Map Links Search
r*Product Approval
USER: PUser
,.,: 1 .11 � P
Product Approval Menu > Product or AwlicationSparch > Application List > Application Detail
FL # FL11968-R4
Application Type
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive
West Palm Beach, FL 33407
(800)432-2204
Irodriguez@easternmetal.com
Authorized Signature Bil! Feeley
lrodriguez@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Walter A. Tillit, Jr.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated B r�
Y J ampmann Jr.
Validation Checklist - Hardcopy Received
Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY INC. DRAWING 17-0 8
CERTIFICATION OF INDEPENDENCE.PDF
FL11968 R4 COI EASTERN METAL SUPPLY INC. DRAWING 17-
095 CERTICATION OF INDEPENDENCE PDF
FL11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-096
CERTIFICATION OF INDEPENDENCE.PDF
FL11968 R4 COI EASTERN METAL SUPP1-Y2C INCDRAWING 17-
094 CERTIFICATION OF INDEPENDENCE odf
Referenced Standard and Year (of Standard) Standard
ASTM E330
SSTD12-99
Year
2002
1999
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11968 R4 Eauiv EASTERN METAL SUPPLY INC DRAWING 17-
095 LETTER EOUIVALENCE BETWEEN SSTD 12-99 AND ASTM
E-1996.PDF
http://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 10/23/2019
Florida Building Code Online
Page 2 of 3
Sections from the Code
Product Approval Method
FLI1968 R4 E uiv EASTERN METAL SUPPLY INC. DRAWING 17-
098 LETTER OF E UIVALENCE SSTD 12-9 2 AND ASTM E-1996.PDF
FL119 8 R4 Ea uiv EASTERN METAL SUPPLY INC DPAWINQ. 17
096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM
E-1996.PDF
FL11968 4 Eq iv .EASTERN METAL 5UPPLY2c INC. DRAWING 17 094
LETTER EQUIVALENT BETWEEN SSID 12- 9 AND ASTM E-1996. df
Method 1 Option D
Date Submitted
09/20/2017
Date Validated
10/28/2017
Date Pending FBC Approval
10/29/2017
Date Approved
12/12/2017
Summary of Products
FL # Model, Number or Name Description
11968.1 111040" Bertha Aluminum Storm
Panel (2.25" Deep)- Non-HVHZ -
Drawing Number 17-094
Limits of use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design pressure: N/A
Other: Large Missile. Max. span is 12'-0" for +25, -25 p.s.f
and 4'-0" for +125, -130 ps.f. for sections 1, 3, 4, 6, 7, 8,
8A, 9 and 11. See sheet 10 of installation drawing for other
spans and pressures. Valid only for wind zones 1,2 & 3 as
defined by ASTM E-1996.
11968.2 0.050" Bertha Aluminum Storm
Panel (2.25" Deep)- Non-HVHZ -
Drawing Number 17-096
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Large Missile. Max. span is 12'-11" for +30, -30 ps.f
and 8'-2" for +75, -80 p.s.f. For mountings without "h"
header. See sheet 5 of installation drawing for other spans
and pressures. Valid only for wind zones 1,2 & 3 as defined
by ASTM E-1996.
11968.3 24 Gage Galvanized Bertha Steel
Storm Panel (2.25" Deep)- Non-
HVHZ - Drawing Number 17-095
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Large Missile. Max. span is 9'-8" for +30, -40 p.s.f.
and 7'-2" for +70, -80 p.s.f. for panels mounted without "H"
header. See sheet 4 of installation drawing for other spans
and pressures -Valid only for wind zones 1,2 & 3 as defined by
ASTM E-1996.
Corrugated aluminum storm panels retained or not by tracks
to provide hurricane protection.
Installation Instructions
FL11968 R4 It EASTERN METAL SUPPLY2c INC DRAWING
17-094 0.040 BERTHA ALUMINUM STORM PANEL odf
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Party: Yes
Evaluation Reports
FL11968 R4 AE EASTERN METAL SUPPLY2c INC DRAWING
17-094 PRODUCT EVALUATION REPORT. df
Created by Independent Third Party: Yes
Corrugated aluminum storm panels retained or not by tracks
to provide hurricane protection.
Installation Instructions
FL11968 R4 II EASTERN METAL SlJPPLYr INC DRAWING
17-096 0.050 BERTHA AL MIN M ST RN PANEL. DF
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Party: Yes
Evaluation Reports
FL11968 R4 AE EASTERN METAL SUPPLY INC. DRAWING
17-096 PRODUCT OF EVALUATION REPORT.PDF
Created by Independent Third Party: Yes
corrugated galvanized steel storm panels retained or not by
tracks to provide hurricane protection.
Installation instructions
FL11968 R4 II EASTERN METAL SUPPLY INC. DRAWIN
17-095 24 GAGE GALVANIZE BERTHA STEEL STORM
PANEL.PDF
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Party: Yes
Evaluation Reports
FL11968 R4 AE EASTERN METAL SUPPLY INC. DRAWING
17-095 PRODUCT EVALUATION REPORT.PDF
Created by Independent Third Party: Yes
11968.4 Clear Bertha Storm Panels (2 1/4") - corrugated polycarbonate storm panels retained or not by
Drawing Number 17-098 tracks to provide hurricane protection.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Large Missile. Max/ span is 10'-0" for +28, -28 p.s.f.
A,S.D. and 4'-0" for +105, -110 p.s.f. A.S.D desgin load. See
Sheet 3 of installation drawings for other spans and
pressures. Valid only for wind zones 1,2 & 3 as defined by
ASTM E-1996.
Installation Instructions
FLI1968 R4 II EASTERN METAL SUPPLY INC. DRAWING
17-098 CLEAR BERTHA STORM PANEL 2 25 PDF
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Party: Yes
Evaluation Reports
FL11968 R4 AE EASTERN METAL SUPPLY INC;. DRAWING
17-098 PRODUCT OF EVALUATION REPORT.PDF
Created by Independent Third Party: Yes
http://www.floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsxYleb4opOD... 10/23 /2019
Florida Building Code Online Page 3 of 3
back Next
Contact Us:: 2601 81air Stone Road, Tallahassee PL 32399 Phone; 850-487-1824
The State of Florida is an AA/EEO employer. Convriaht 2007-2013. State of Florida :: Privacy Statement :: hgcessibility Statement :: Refund Statement
Under Florida law, emad addresses are public records. If you do not want your e-mail address released in response to a publicrecordsrequest, 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 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 Departmeet with an email address which can be made available to the public. To determEne ifyou are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts;
Credit Card
Safe
http: //www.floridabuilding-orglprlpr_app_Otl. aspx?paratn=wGEVXQwtDgsxYleb4opOD... 10/23 /2019
1I
w ti
rn
A S�xArn C kRDk�Z m 4q i '1 rn q n a k k n `^ -c b Z Z o�x rn ry b
�„ tiyM1 b-.
^��ryOj @fir- wnVb y `"gym r" n aall 2�`^
❑ Yyti❑x rn aq�RO A rn 2 '� O ❑ �l n -~b nti aq� y�� timq
2a~Ccn Mz nyj a^yi aA �' y MW y O cD � 2 N � y r L � O b R � rrn- O� AyMO mO�r a�" a�
rb`�n 2h ❑ ��Zp � pa ❑ 2 C p O � ❑ � ro O � ry ^� r� 2abt rCj ^i k��y yrnz
2 rk nb''z � �-Ci-q w 2 2 b� R b S M� n o n b op a \mx �ro Y �q❑
m��r r 0000 m�11w�z
<n cn mM1 am0 CnOm hAq❑ y.?
a a y K, y y,� VI xRy l .L ❑
cib ydga �l ° 1 A15
z Y"m `� x y oC❑ b�
R�m2 ab °pock ar � � � � � r rnMa p6q amM ��❑
z" xqw °c dna o m zw A m man oz a cz �z�o
ma -+ m~O O y�y�M1en ^yi a X� C b Ob NO $z2 z2Cn rn�a
^'o Mby b onq��" x W �q y A M M zOb ��6 A4ti
cb� �1ra ynn� Cq
7 OZ yIAm y A y nyj O 7 Fm
In y ul tn H y m ? pW rnb _vzn y GZjO
�ro ��o � � m� ro � M� z � ❑ ❑ � � � � � 2 0 0 � a i ion �ms��i �pmz xo�
$A 2 y o � ak U � �y o a 4 � � ❑ ❑ � O y � � rn o bdx �C� _y �rnaf Ym`�
�2� x }1 A �i a q VI -A O O m N 6 a O [❑.1 n GI _
rn
rq zap 4�g nM1Mo
Ca O "3 a] q r- y L ry nF ry hq 2 CZjIn o O
M O ti N t-z n a O �q b xo O z�m A Ul
In
rn
y 2 b ��`2 ^xim2Mm M
`" °o a � � `�' '�' o ❑ -ti � o in v o m ❑ � �-.A -rnb �vZ= � o
roo � n� b m Da i p q q y o z a p �+❑ cn yrn
M-i 2 p y o 2 O % `o- 4 O❑ n ry ❑jz CnaH dD a
x p o m np y \ b p b ti n n in ADN n
Y,m 0 r -t M1 mn y a' H w n fi 2`'rn norn❑ ! n
00
a 4�l C o M n y n N N m Crni ti \ n
C
n
4 ry q` w m V
y ti y m=� y Ra n
•ny -�`' b-�y 4ron bY� �22
� , z am ati a m m !a2 ! c !
__�MM noz at`n oa ^xia nn�D
,f i' bbrnin edb �b z$ ❑`- rn o"� ti ab v H �;❑'=�ek
�`>►aS. mxzazazm,z even
O zyo 4� �z oz n❑�C ❑m " q mn zy�o °, ac n'ao
aby rn A ❑ ro ❑y S ern 2� ❑ A� aarn�a
w q:� �. �. �e ❑� ��0� � yp❑ xb o� p2 ��� Ab � Z M �aaz ornx � A;?m�2
�I�'f�o� yO nt y rq
-n � rym b�bt fi O
cmjryn nArn br" mq
b❑ zk rnp -cz o 2zy OAm m y baiibba Cn�
rD
nn
rmo�z �ox�M1
�� ry�rm b 6 t d ypybG�� ❑ `22Zy0
pig k��� •�* •ij//IFI n �aq� m �y0"� bn 20 zwy �R a �, 0 2yyra-O^ia ys y�zAx
o mx � 2��m O �dM nz 6� \cn D❑rh- Ox � 2 �' xn x2triy°6 b �tiYCn
a ❑yArn y 2� C] NO 2 `c i) m x n A qe
�,� zQz n �dm a �xy ❑c "mob y� og A rn° x�m7M1 ? ���n
V� �= r �y ry mMAm -�\*rn- �2 rnn 2ry m�q � � � 'Rv my C�\Fp y Sor❑�o
J. m MSy �y y rv00 p fi T M2nn N�-1 2 y�y `�
8 a $ h O n rn o rn n S 6 C p 2 a $ rn03
n 0 0 0 r ❑ y .�
y�jO� a a y C $❑ ym a� O� y " 0 6 �o p �' b q
' n—ti nm o aye � roz y 000 M ry yo z c tirn `° z c 17 k
to A z ^",, a � `= �, `"❑m °z oz �M1'o his � � $ � px� � � � o
In
o
rn Pb`z n � o z y z❑� b o
nco o
no n a
C � m rn a 2 ^� y q 6$ O t a y R r o m
z Z ij y�-ni a czi Zo❑ AF rn A b O Q O ti Y
nl `c 2 CAS ram cn h cZ My fi � yY M 2 R O
ra
T C ❑ m CO Z �Y 2 y a
fi y
n i❑m " xg �z z ^ q i
14
n a
aco
x '� n
V i�- rsss•
q q
ti G) r2s•
k m
C s
i—
to-
W 4
ib tb ipn N In
ty ~
r
n A V
O..65• � n I � I
2.250'
a r1l
w �
m
8 0 -
N.
Lb�7�0 �� �•ye t I.4fii• In
mfH +� � • � � � 8 — $ r cvn $ o
uFry �r •N/ �_ ' �! k
5' a
L�E'� II nh 2.250"
bay
�_ yy
II �
g „it
Fa A b o b gg �
to
rt
—L
§ m
m
°
x
toy 8
o� ox
WAY yMo
01
i
mK mew
�zm
Z
O
T
�
O
$ \
O
m
�
� SAY
c�
y
9
<n
2
a
a
0
?�
�$
M
y
fi
not
n
q
s
A
A AAq
m CX
V iy
SPIN �J
A tla
^
I!!
7
r
a
�
�Hp\n
Z
sps
a ay
ISO
1�-SO
N
N
W
�
p�
�lfib 0!'1x GWW�t#
Y"r.��j�trM"-•-•rc
hu;MIA
O I A n y
bL
v a
mro
ryc� anq g$
t'�•1\
OV
xaa�A22UAy
A
bnby��22!��
2 �
cis ��"'-N"bq�M1
z' aN''x'�-�°
v
a
LLii c
O
n
O
O
O
b
q
O
O
b
q
O
O
O
b
q
O
p
lam
m
e
r
�
O
N
N
N
IV
N
W
hx
N
N
N
M
N
nt
N
N
n`�
I.i
1V
�V'v
�ku
�
a
ma
k
,tip' 0
r� it rn S'�
a-bb�
j _ ♦
't(1�'9 41 Ay;fir
ti
ono
gym �R
m
N s
v
to
Q
n
g
2
"'a bL V
F I
o
N
av
0
1*
I
0
z
a
tir
Ago
�
O
A
omz
cm�
ox�
n
d
v
�
z E
Zo
aoo
n
m
�m�
c1
C
m
Y
A
n
2
qn
z
�n
A
o N
A
o
�
I
nT
-
--— — — — — —— va
y
� O
b
Fmk`3
�b
�\
�g
2y
i
a
V
q
r
�1
r
h
m
y i n
Z
i-vxA
q�✓i k-a0a r
�
�. Crib ry�
rd
?Ox?fib
5�?
rr
A o
Z
v z\3
o,
�C�'2
pan
D
g b a
ry
03
�(30
ao
}
s
iii
oayk''mBn
� a
vHka®m
IE�
i\ k
3
1
�
n
O
r
n
'
AN
o
O
Z
� �
� r obi
ti� i•
����
':�A �
°; °\'.�
g
nO
O
n�
nit
�
r
rmib
r
��mOTOfWO;
firr`
15
b
b a
N b n0 q