PLANSR6
/2 ?S• N 95
11/144°/&1_51/ae fiZsmg
PAr/o ,41Your
r NT" ro F/a0A
wv0.6910.44.04061
14( a,rop
• 6igePert,c reps
or/ R:94seiS
heTsw
15 bcoks
WOOD APPLICATIONS U
UP TO 59.5 PSF U
UP TO 71.5 PSF U
UP TO 81.5 PSF U
UP TO 91.-s PSF
CONNECTION TYPE C
CONNECTION TYPE C
CONNECTION TYPE C
CONNECTION TYPE
ANCHOR TYPE D
DIA. S
SPAN A
A ! B I C I D I E A
A I 8 1 C 1 0 1 E A
A I B I C D I E A
A I 6 I C D ! E
l ` i 6
ff BRASS WOOD BUSHING i
1/a -20 8
63 SPAN 1
1 i3 5 13 13 1
12 12 5 . 12 12 1
10 7 4 10 10 c
c 4 L 6 7
88' SPAN
S =
4- _
- _
_ 6
1/4 8
6s' sPAN 1
16 i3 8 13 13 1
15 i3 6 13 13 1
88 SPAN
105 SPAN '
1 SPAN -
L 4 6
$/16 B
68 1
16 13 10 13 13 1
16 • 13 8 13 13 1
16 10 7 13 i3 1
14 7 6 9 11
BB SPAN
105 SPAN .
124" SPAN
_ ___'"_ _
4j ' „`,•, ,, 6
3/8" 8
68 - SPAN 1
16 13 11 13 13 1
16 13 9 • 13 13 1
16 12 8 : 13 13 1
16 -
7 • 11 13
88" SPAT! 1
toy SPAN 1
124' SPAN 1
• ....�. = ._._
. t 1
7116 8
68 SPAN -
16 13 12 13 13 1
16 13 10 13 13 1
16 13 9 13 13 1
16 9 8 12 13
88 SPAN 1
105 SPAN 1
= - _
" ==
-- -
124 SPAN -
REV, 1
1 /a" E
1 ,1 1 -T,I Ir1tI rC = 1
1/4" 8
68 SPAN 1
16 13 8 13 13 1
15 13 6 13 13 1
14 :
: 9 6 1
13 : 13 1
12 : 6 : 5 8 9
88" SPAN 1
SPAN i
__ _
_ -- -
-_ - -- -' _
__ -
2 SPAN 1
rr„y. ‘
} 6
1/4 8
68 SPAN 1
16 13 8 13 13 1
15 13 6 13 13 1
14 ±
88 SPAN 1
105" SPAN o
� = = -- - =
SPAN -
= -
-
VERIOUS HEAD TYPES 6
1/4 8
68" SPAN 1
16 13 8 13 13 1
15 13 6 13 1
13 1
14 9
9 6
6 13 13 1
12 6
6 5 8 9
88 SPAN 1
■ - 1M,..S.Z,i. all aLM.r 1
105" SPAN =
_ 1
124- SPAN 1
� .
Y C H O R
NOTES:
SPANS AND LOADS SHOWN N T}-IS SCI-EDUL E
ARE FOR DETERMINING ANCHOR SPACING ONLY.
FOR ALLOWABLE SPANS VS. DESIGN LOADS
RE ?r TO SHEET 4.
W1-iEIJ ANCHORING TO WOOD, THE WOOD MUST BE
A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE
0.55 SPECIFIC GRAVITY •
AND STRUCTURALLY PART OF THE FRAMING STRUCTURE
OR SUCURELY ATTACHED TO FRAMING STRUCTURE
SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT
ARE NOT ACCEPTABLE.
IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE SOUNDNESS OF
THE STRUCTURE TO WITH STAND THE ADDIT7ON4L
LOADS AND INSURE PROPER ANCHORAGE.
SHUT l LR SYSTEM MAY BE INTSALL INTO WOOD,
CONCRETE OR MASONRY.
S C H E D U L E
RDBER`P, S. MO NSOUR, PE
EB- 0006024
P!i'81S ENGIIi IZIt1G. Inc
PRODUCT REVISED
23 con] ptyiag with the Florida
Raiding Code
Acceptance No 0 / ad -. 07
Date 03 /7 -72 o0 6
BY I• . r
M •• Dade j .
Dhisfoa
REVISIONS
08/14/98
01/17/01
BY
SP
SP
7
0t /10/98
SHOWN
98001
7
E
EPAIRB /7544
•
C
.N. - ,_
•
2 t o
pa G z 4AG js'P%li t NizfEVJ 9'
Fk 1�v4 ryPtc
-.1 tl. C00` 'C 2.�
•
isr /N6
$grcx w1y 4'
rrrxrr,
1.e'
6 S
O.4 of • —v.: �` 1!. dL cq.. ^
1 :
C - 1 0!N
'13.32'
• t /2° ?s. ....."
LEGEND _3
0U
C
CL
ENCR
I
Et
1
0.3G 'L • �" ---
DENOTES W000 FENCE
' X WIRE FENCE
0
O
R
M
NAIL
PROPERTY CORNER
RECORD
FIELD MEASURED
CALCULATED
CLEAR
ENCROACHMENT
CENTERLINE
EXISTING CONCRETE
PROPERTY LINE
c -)
T
I
. 13.
S h 6 cv
1.0
(ii r
0
IHEREBY C
FORTH BY
ADMUMSTRA
SIGNED
1L'r.
I ` y �r �il�� °
trick �A
U , / 6 e `2°
1,111 6
■
tCO. c0
u
0
ID�.OFF
REGISTERED LAND SURVEYOR NO. 3411
STATE OF FLORIDA
G"
T THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET
A DAR'D OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21HH -6 FLORIDA
TO SECTION 472027. FLORIDA STATUTES.
'112.82.
: t
i
% A.1 r r
{
•
N OTES
t) B EARINGS SHOWN ARE EITHER. ASSUMED OR PER PLAT.
2) LE GAL DESCRIPTION PROVIDED BY OTHERS.
T HE LAND SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT
�)
OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT.
`) UNDERGROUND WERE NOT L OFFFOOTPIGS. FOUNDATIONS OR OTHER
5) ELEVATIONS ARE BASED ON NATIONAL GEODETIC DATUM.
6) FENCE OWNERSHIP NOT DETERMINED.
7) WALL TIES ARE TO THE FACE OF THE WALL.
8) NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL
9) ONLY VISIBLE ENCROACHMENTS LOCATED.
]] iIiI
- T r - ) 1 - r=-sjf •
w I_ a I - i• I -I.•- 16;:..41
A• R 1)
_ - I +~- �) -1 •.1. - -' .._
-r4 L,. -
Ill i i c = °
Legal Description
Community number. 120652
Panel: 0093
Suffix: G
Date of F.I.RM: 1/20/93
Date of field work: 7/16/93
Completion date: 7/20/93
Flood zone: AE
Base flood elevation: 8.00
Adjacent grade: 6.43
Lowest floor elevation: 8.21
Survey number. G -2395
Property address:
1286 N.E. 95 Street
Miami Shores. Florida 33138
uI• KI.. 1. nq ,�
seat
First
Financial
Surveyors,
Inc.
4 1'
y _ e.
-- I
r
eo
f .
• Ln •
• 1»
%? 1-za,c ;c) Y-A
Lots 3 and 4. Block 85. of MIAMI SHORES SECTION i YRREE. according to
the Plat thereof. recorded in Plat Book 10. Page 374. of the Public Records
of Dade County. Florida.
Certified to:
Robert G. Barris and Veronica Barris: First Financial) Title Company of
Florida; Ticor Title Insurance Company; Colonial Mo);Ugage Company.
its successors and /or assigns.
•
7700 North Kendall Drive
Suite 409 -
Miami.Florida 33156
(305) 211 -3655
Fax (305) 271 -8499
800 -227 -2854
Fax 800 - 227 -2860
AND AFFILIATED COMPANIES
564r11.1b
•
N •
1
opTtauk. ^^
HILL
LB " f2
04- a l�.►l
0k__ Ma' (► )C �a'►
25 '
_'T!0l - 1/2 °
i •
a o
•
•
•
•
4
(r°
47TV:!:!:1 1C:N
0":::!OTSIC‘', 11V
EFL 63;fialti *r.sli:(27‘4 z qi
AE 3C G3 a:;!Irrtir.:::
11
Si4trid 3H1 Sfl1S3
sois ArigUitTii L'W
. • —• -,t. NolD J „ e U .
■;•
111
1i
it
--- 1
_ IL
— V -------- riViOiAe.j.D37.';
, J!
I 1;
T
Abi
; '`-) ut
eti
IT !ai.:1.37.1
ANCHOR SPACING vs DESIGN PRESSURE
AND CONNECTION TYPE
8" 5 P----c-P
01 4 PEP
=-- E_ :c' : -E_ - E C::NCPET= E_:•C<
POUPEDC:o =E- I .Z. _;=- E_CCr.
:a 7
I coNNEC ?C: T•
CCucEC -, c. , : -•== I C : , E :1Cu - ,-;•- - E
ANCHOR TYPE
PANEL
E.D.
5 r C D I E
I A , 5 I C D I E
.. I E I C I D I E I A 6 i 1 I E
68
3
6 13 B 13 13 16 ' 13 9 13 13
16 12 6 13 : 13 16 • 12 • 7 12 13
16 11 5 13 • 13 16 11 • 6 13 13
16 9 8 ' 12 13 : 16 9 9 12 : 13
16 ' B 7 11 13 ; 16 8 . 7 - 11 : 13
15 7 5 10 11 [ 15 7 E 10 11
2
� - di r
H I 3
1 1/4-
1/4- SLEEVE ANCHOR
1 1/4 MIN. EMBEDMENT
SB Span
3
16 6 6 B 7 16 6 7 B 7
14 5 5 7 6 ,..14......5...:.. 6.......!.... ..6....
13 5 4 6 5 • 13 5 : 5 6 . 5
14 5 5 6 5 14 5 6 6 5
13 4 4 5 4 4 5 5 4
13
11 4 4 5 4 I 11 . 4 4 5
2
1 " 4-
105 Span
3 -
- --- - --- - -._...- -- _ - _ -- =- _-= - -
- - - --- -- ..__._._�__
---- --- --
___.__.._.._...
- -_' _- --
- _ -- ---
-
_ - - - - -" -_ "- -
.. .::l.:_:_..= �:': ::- _:_::::._= _— :_ _.::- .
2
g '
68' Span
3
16 11 7 13 13 13 8 6 : 12 13
15 10 : 6 13 13 11 7 5 : 11 11
14 9 5 13 13 10 6 4 9 10
15 7 7 . 10 12 ! 11 : 5 6 : 7 : 9
13 6 5 . 9 10 10 - 5 5
12 6 4 8 9 .9 4 4 6 7
2'
C 11I I
.1 1/4
fl i
1 /4 SLEEVED DRIVE ANCHOR
1 3/8 MIN. EMBEDMENT
88 Span
'
13 5 5 7 6 i 10 4 4 5 4
12 4 5 6 5 9 3 4 4 4
10 4 4 5 4 6 3 3 4 3
12 4 5 5
10 3 4 4
9 3 3 4
4 ! 9 - 4 4 . 3
2
3 8 - -. 3 3 -- __
7 : : is :: " = 3 --=
3 -V- ' -
"
105 Span
..•....".-._.
r =r: ..ter =
._..
- -- _ -
1
2-
1/4' ZAMAC HAMMER DRIVE
1 . MIN. EMBEDMENT
•
_ - _
.:_: :__ .______..__._._._
_ __ _ _ — _ __ _ -_
___ _ __ — ___ -
_ _ _ __ _ _
_.._.. ..__.._
__ __ _ -_ _ __
4 _
VARIOUS HEAD TYPES
68 Span
3
16 13 11 13 13 ; 15 10 7 13 13
16 13 9 13 13 1 14 9 5 13 13
16 13 7 13 13 12 8 4 11 12
16 11 10 13 13 ■ 14 7 6 9 11
16 10 8 13 13 112 6 5 8 9
16 9 7 12 13 '• 11 5 4 7 8
2
1/4
88 Span
3
16 B 9 : 10 9 I 12 4 5 6 5
16 7 7 9 8 i 10 4 4 5 4
16 6 6 8 7 t 9 4 3 5 4
16 6 B 8 6 I 11 3 5 5 3
16 5 6 7 5 i 9 3 4 4 3
15 5 5 6 5 18 3 3 4 3
5 al VS-r '>.i,S1ITU%
EV,
FrY, 'r°-'_'_
4'
1 1
}l;_a_,aii: }it.,Lr�%
1 r 1 1 1 i - V
Y SCREWS
MASONRY
MIN. EMBEDMENT
2'
i 1 /a-
1 o5" Spar
3-
,..:::::.•:. - - _ - _ -
- -
2
724' Span
.... :. _._ .• .., ..__. - _
:.:e r_: »._:C•' -- __... .:
._..._. .__. _.. ._._ _. -c —: _..- ._.. :..__..__
...___.: _r_cs- �.::�_. ____: .:.-rte_.
- -:c_: =._.:
... _. -P . _: _: �..�.:'=
-_. _.._.. _.._.. _..
- _,:_ems:.._
- -
-
._ _ —_.
-.. �.c: —.
_. _... ___._..., ....__.._...._._._ .
1 /
68" Span
3 - 16 .: 13 12 13
13 ; 15 10 7 13 13
13 1 14 9 6 13 13
13 12 8 5 11 12
16 13 11 13 13 t 14 7 6 9 11
16 12 9 13 13 112 6 5 8 9
16 11 7 13 13 1 11 5 4 7 8
2.5 16 13 10 13
2 13 B 13
8S Span
dlingirP 9 9 13
11 i 12 4 5 6 5
g 11 4 4 5 4
8 •! 9 4 4 5 4
16 7 8 10 7 11 3 5 5 3
16 7 7 9 6 i 9 3 i 4 4 3
16 : 6 5 8 6 1 8 3 : 3 4 3
1/4 - 20 x 7/8 . 112 DIA.
MACHINE SCREW ANCHOR
7 /8" MIN. EMBEDMENT
a.5 16 8 8 11
2 16 8 6 10
105 Span
._._...._........., ........ .......
3• -....- ........_ ._....... ..____..
_.......,.....__::-:::::.::: :::_::..,_.__: :..__.::__._.....
.. 1-, . _.. _...___.
_..........._ . "...-'--'--..._..._..._.. is .: -.:- :.- ..._._... :.:-- .:. —u_::
2.5'
•
A N C H O R S C H E D U L E
t,
J c.
/l/
4/67/1k 7(7
ROBERT • 1402v PE
EB- 006024
2/T f11GINE"- 211i'3.11iC
NOTES:
SPANS AND LOADS SHOWN N TI-IS SCHEDULE
ARE FOR DETERMNNG ANCHOR SPACING ONLY.
FOR ALLOWABLE SPANS VS. DESIGN LOADS
REFER TO SFEET 4.
MINIMUM. ENBEDMENT AND EDGE DISTANCE EXCLUDES
STUCCO AND /OR WALL FiNISHES.
SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT
ARE NOT ACCEPTABLE.
IT SHALL BE THE RESPONSIBILITY OF THE
CONTrRACT R TO SOUNDNESS r VERIFY THE N N
C t ESUD SSr D
0 c
THE S TO WITH STAND THE ADDITIONAL
LOADS AND INSURE PROPER ANCHORAGE.
SHU;I SYSTEM BE �, Y _7
S .. tJ, IAAY INTSALL INTO WOOD,
� N - S•�LL N
CONCRETE R MASONRY.
O ✓ .50VRY.
PRODUCT REVISED
as complying ia 8 w
its the
Florida
Ba'
ldln
8
Code
AcceptaaceNoo1 -/22
Ezpiratioa Date _
By ,� , . [/,��-
Miami Dade act Coatr>Qi
Dirision
.6
1■•
REVISIONS BY
03/20/ 98Isp
06/12/98 sP
08/14/98 sP
01/17/01
ran
sE/ JRS 1R su
D1 /10/ 8
SHOWN
9800
MaT
SP
1
ANCHOR SPACING vs DESIGN PRESSURE
AND CONNECTION TYPE
50 p5=
71.5 PSF
=__ -E Ca., =E- c ::c =E-E BLOC
-C REO„_, C -_— I - _ _ __
__•r:EC " =.';'=E I C Cr1 :15.7 7:0r1 -r ^E
CCrr.IEC7c.: -.. E .:;-: ^, =E
ANCHOR TYPE
PANEL
I E.D.
A I 8 IC ID I E I I 6 I C ID I E
15 13 11 13 13 . 16 13 13 13 13
15 : 13 9 13 13 : 16 13 10 13 13
_
15 • 13 7 13 13 16 . 13 5 13 13
A I 6 I C 10 J I E 14 I 6 C ID E
68" Span
3
16 13 9 13 13 16 13 11 13 13
16 13 7 13 13 ' 16 13 9 13 13
16 13 6 13 13 7 16 13 7 13 13
2
ill
' 1
I I —
Ira SLEEVE ANCHOR
1 1/4 MIN. EMBEDMENT
es" Span
3
16 - 13 8 13 13 : 16 13 10 13 13
16 ' 13 ' 7 13 13 16 13 5 13 13
15 13 5 13 13 16 . 13 6 13 13
16 8 7 12 13 16 9 8 12 13
16 8 6 10 12 16 8 7 11 12
15 7 5 9 10 15 7 5 9 11
2
/
105" Span
-
15 : 9 i 12 13 16 9 8 12 13
16 8 6 11 12 16 8 7 . 11 12
15 7 5 10 11 16 7 • 5 10 . 11
. 15 5 7 ' 15 5 7 7 6
14 - .5.... S :
12 : 4 4 6 5 ; .14.
2 : 4 4 6 5
2-
' 1J4_
124" Span
3"
15 : 5 o 7 6 15 5 7 7 6
14 5 5 6 5 4
12 4 4 6 5 12 4 . 4 6 5
= - -_ _ . ._ �_:._r:_,
=' ' =•`_.._..r_...,.:__:.:_:_,_
2
.•
-- - ';'F,,,. � _ =_ ='
r
68" Span
3-
16 13 10 13 : 13 t 16 13 : 8 13 13
16 1 3 ' 7 : 13 : 1 3 115 13 . .. 13 • 13
16 13 : 6 13 13 1 14 13 . 6 : 13 13
16 : 13 8 13 : 13 14 13 7 13 13
16 : 13 7 13 : 13 ; 13 13 6 13 13
15 : 13 6 13 : 13 ' 12 12 : 5 12 : 12
2"
IIII p
11 /4-
J � � — ll
1/4 SLEEVED DRIVE ANCHOR
1 3/9" MIN. EMBEDMENT
r
88'. Span
3
16 ; 13 8 : 13 13 : 13 10 6 13 • 13
12
16 I 12 6 : 13 : 13 1 . 12 9 5 1 .. ' 12 . _.
14 : 11 5 13 13 : 11 8 4 11 11
15 7 6 10 11 I 11 5 5 7
13 6 9 10 : 10 - 5 : 4 6 ' 7
12 6 4 8 9 9 4 4 6 ' 6
2'
t 114-
105" Span
3
15 7 6 ' 10 : 11 : 11 5 5 7 8
13 6 5 . 9 10 ; 10 5 4 7 7
12 6 --
4 8 9 9 4 4 5 7
13 4 6 • 6 5 ■ 9 3 4 4 3
11 4 4 - 5 4 8 3 4 4 3
7 ...... _-
10 4 4 5 4 7 3 3 4 3
®
i
2"
1/4 ZAMAC HAMMER DRIVE
1 3 /8" MIN. EMBEDMENT
114"
124" Span
3
13 4 5 6 4 4
5 3 3
4 4 5 4 4 4
8 3 3
10 4 4 5 - 4 7 r 3 3 4 3
- _
- - - - - _
- ' - - - -
- -
-
- -' -- __ -_ -' __ - - -
-
- - -
-
'
-- - -
13 7 ::.r
13 6
13 5
- - -
-- -'_ - - -_
2"
1 / 4- •
VARIOUS HEAD TYPES
68" Span
3
16 13 - 13 : 13 : 13 16 13 _ 9 13 13
16 13 12 • 13 13 16 13 7 13 13
16 13 10 13 13 16 13 6 13 13
16 13 13 13 13 ; 16
16 13 10 13 13 15
16 13 8 13 13 : 14
13 13
13 _ 13
12 13
2"
1 1/4
V. 4Li,1 - 1Sra 1 \. 1.1 %
88" Span
3
16 13 12 13 13 16 12 7 13 13
16 13 10 13 13 ': 14 11 6 13 13
16 13 8 13 13 I 13 10 5 13 13
16 11 10 13 13 i 13 6 6 9 10
16 10 8 13 13 i 12 6 5 8 9
16 9 7 12 13 ! 11 5 4 7 8
2
1'ci1d
I_
alWal41.X
1 1,4-
-rl �� f ���� Ifl t i � } � 1iFl �
1/4 MASONRY SCREWS
1 1 IN EMBEDMENT
/2 MIN.
705' Span
3
16 11 10 13 13 13 6 6 9 10
16 10 8 13 13 : 12 6 5 8 9
16 9 7 12 13 : 11 5 4 7 8
16 7 8 9 7 I 11 4 5 5 4
16 6 7 8 6 10 4 4 5
16 : 6 5 7 6 19 3 3 : 4 3
2
1 1/4 -
1 24" Span
3
16 7 8 : 9 7 : 11 4 : 5 5 4
16 6 7 8 6 2 10 4 4 5 4
6 6 7 6 ! 9 3 • 3
- _ - - - _ - ' -=
-- -- - - - -- --
- - -
- - - - -
... ...... ....................._ _.. .._.. __..
2"
68 Span
16 13 13 13 13 : 16 13 9 .13 13
16 13 13 13 13 16 13 8 13 13
16 13 11 13 13 16 13 6 13 13
13 13 3 ° 1
.. 16 ...................... .. 13 :...... 1...... 15 13 ........... .......
16 13 11 13 13 16 13 6 13 13
16 13 9 13 13 14 13 5 13 13
�-
2.5
2-
1/4 - 20 x 7/8" • 1/2" DIA.
MACHINE SCREW ANCHOR
7/8" MIN. EMBEDMENT
BB" Span
3
16 13 13 13 13 i 16 12 7 _ 13 13
16 13 11 13 13 14 11 6 13 13
16 13 8 13 13 13 10 5 13 13
16 13 11 13 : 13 13 6 5 9 10
16 12 9 13 : 13 12 6 5 8 9
16 11 7 13 : 13 i 11 5 4 7 8
2.5"
2
105" Span
3
16 13 .. 13 13 . 6 6 9 10
... .... .... .... . . . .. .
... t3 ......... .. .... ........... ...
16 12 9 13 13 12 6 5 8 9
16 11 7 13 13 11 5 4 7 8
16 8 9 11 ' 9 : 11 4 5 5 4
.. ..... ........ ... .. ........
16 8 7 10 8 10 4 4 5 4
16 7 6 9 7 9 3 3 4 _
2.5
2
124 Span
3
16 8 9 11
1 9 i1 4 5 5 4
16
10
- -=
- - --
_ __
-
_ _
- _ — _ _
- - •
- - - = - --
>: � -: may_ = A- :..
2.S"
2"
- .... - --- - -- - _ -'� ;:: .:_-:::
A N C H O R
Jt`•
S C H E D U L E
r1 V /
ROBERT S_ TONSOUR, PE
EB-- 000602`
ea< t9 EHG nEFIHG, InC
NOTES:
SPANS AND LOADS SHOWN N - VHS SC1-EDLLE
ARE FOR DE EERMNNG ANCHOR SPACNG ONLY.
FOR ALLOWABLE SPANS VS. DESIGN LOADS
REFER TO S}ET 4.
MINI,YUM. ENBEDL4ENT AND EDGE DISTANCE EXCLUDES
STUCCO AND /OR WALL FINISHES.
SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT
ARE NOT ACCEPTABLE.
IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE SOUNDNESS OF
THE STRUCTURE icO WITH STAND THE ADDITIONAL
LOADS AND INSURE PROPER ANCHORAGE.
SHUT? i : 1' SYST / MAY BE INTSALL INTO WOOD,
CONCRETE OR, MASONRY .
PRODUCT REVISED
as m=plyizg with tbc Fbridn
Bnidiog Code
Aeaptance No • —
Expiration Date
By
Miami DadGl'roduct Control
Division
03/20/98
06/12/98
08/14 /98
12/15/D0
01/17/01
REVISIONS
BY
SP
SP
SP
SP
SP
I
U
DESIGN PRESSURE
PANEL SPAN
21.93
142"
25.57
139"
29.99
136 "
35.36
132"
37.44
130"
39. 10
129 "
40.77
127"
44.40
724"
47.81
123
51.23
779"
-
58.06
1 7 7'
1.47
109 "
6.6.85
704"
71.46
100"
75.30
95"
87.45
88"
86.83
82"
91.44
78"
PANEL HEIGHT
0 " -90" '
90" -142"
WALL MOUN
2 5 8
3
1/2"
I MOUNT
— 2 - 37r"
3
1/2"
BUILD OUT
2 5 /8" 3
1/2"
PANEL HEIGHT I
0" -104" I 104' -142'
WALL MOUNT I
2" I 2
1/4"
INSIDE MOUNT I
2"
2
1/4"
BUILD OUT
2"
2
1/4"
24 ga. S I ttL
USE 59.5 P.S.F. COLUMN AND 124" PANEL SPAN
ON ANCHOR SCHEDULE FOR ANCHOR SPACING FOR •
SPANS OVER 724"
3
8
THE METAL T ECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE
HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS.
1/4 -20 STUD
WITH WINCNUT
12 1/2" O.C.
HORIZONTAL BRACE STRAP
DETAIL "E"
FRONT VIEW SIDE V1EW
r 318" (TYP.)
1/8" X 3/4"
FLAT ALUMINUM BAR
SIDE VIEW FRONT VIEW
MAXIMUM GAP BETWEEN PANEL
AND HEADER 15 1/4" (TYP.)
DETAIL "F"
3,
FASTENER MUST BE IN MORROW PORTION OF KEY HOLE,
IF NOT A KEY HOLE WASHER SHOULD BE USED
MOUNTING HOLE MAY ALSO BE A 9/16" DIA. CIRCLE
DL IAIL "G"
•
8
142" MAX. PANEL HEIGHT
NO PANEL STRAP
IS REQUIRED
HIGH VOLOCITY HURRICANE ZONE
PANEL DEFLECTION CHART
WITHOUT HORIZONTAL STRAP
MINIMUM DISTANCE BETWEEN GLASS AND PANEL
DETAIL 13 ON SHEET 3
DETAIL 1 - , SHE
WALL MOUNT
ANCHORING PANEL
TOP & BOTTOM
NO HDR. OR SILL
3/
.125 THICK
..KEY HOLE WASHER
DETAIL 3, 4, & 8
ON SHEET 2
DETAIL 3,4, & 8
ON SHEET 2
WALL MOUNT
ANCHORING PANEL
TOP ct BOTTOM
i',7 H STUDDED HDR /SILL
24 GA FIAMfrititri &WALT STEEL STORM PANEL
FRONT VIEW SIDE VIEW
HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION
DETAIL 1 ON SHEET 2
DETAIL 15 ON SHEET 3
DETAILS 3,4 AND 8
ON SHEET 2
WALL MOUNT
WTTH HDR. AND SILL
GLASS
DETAILS 5,7,9, 1 0 AND 11
ON SHEET 2
TYPICAL SECTION VIEWS
HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH f G I `�
HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY ROBERT`' . 1,1 NSOUR, PE
EXPLODED ASSEMBLY EB-0006024
,i PR':1S ENGINEERING. INC
142" MAX. PANEL HEIGHT
ONE PANEL STRAP
LOCATED MIDSPAN
HIGH VOLOCITY HURRICANE ZONE
PAWL DEFLECTION CHART
WITH HORIZONTAL STRAP
DETAILS 5,7,9, 10 AND 11
ON SHEET 2
HEADER
MINIMUM DISTANCE BETWEEN GLASS AND PANEL
\\)1
SILL
BUILD OUT
WITH HDR. AND SILL
GLASS
By
tviismt Dad
Division
DETAIL 2 ON SHEET 2
DETAIL 15 ON SHEET 3
INSIDE MOUNT
WITH HDR. AND SILL
PRODUCT REVISED
$, complying 'Mb the Flori,3i
Btridlag Code
Acceptance No O — 2 Z
Expiration Date
VI II
// j SILL
DETAIL 4 ON SHEET 2
07
• AZ's' O0 6
amdi —all .1
r rodact Control
R v ST3ks t'
03/20/98 sP
06/12/98 sp
08/14/98 SP
12/04/00 SP
01/17/01 SP
01/11/02 SP
09/09/02 SP
4
7 .a�
1 4 -20 FLOOR PLUG WITH
ACHINE SCREW ANCHOR
HEADER OR SILL
CONCRETE OR MASONRY. ° ,
CONFECTION TYPE " '
•
REFER TO DErEC77ON
CHART
er
STORM PANEL
CONFECTION
1/4 -20 FLOOD PLUC WITH
1/4 -20 BRASS WOOD BUSHING
HEADER OR SILL INTO WOOD
" MIN.
CLASS
—3/4" MIN. 1 1/4" MAX.
DETAIL 15
SEE ANCHOR SCHEDULE
CONNECTION TYPE 'B"
• DETAIL 21
NOTE:
SERVE THRU WINDOW
STORM PANEL
NOTE'
3/8" THRUBOL TS 9 1/2" 0. C.
WITH 2X3X. 125 ANGLE ON BOTTOM
WIND PRESSURE 71.5 P.S. F. MAX.
MAXIMUM PANEL LENGTH 48"
1 1/4" MAXIMUM
THE METAL H STORM. PANEL M.4Y BE INSTALLED WITHOUT
77-1E USE 0- AN EXTRUDED HEADER OR SILL.
THE SH ' t MAY BE ANCHORED DIRECTLY TO THE
STRU! RE WITH THE USE OF ONE OR A COMBINATION
DETAIL 13
SEE ANCHOR SCHEDULE
COteEcnoN TYPE "C" E.
DETAIL 16
WOOD COUNTER 1 1/4" MAX.
THICKNESS COUNTER MAY BE
MADE OF OTHER MATERIAL
SEE ANCHOR SCEDULE FOR ANCHOR TYPES
ALL ANCHORS 12" 0.C.
NOTE*
x
z
m
DETAIL 17
NOTE 1/4 PANEL MATS SCREW W177-I 14 -20
s WITH WASHERED WNGNUT
• HEADER OR SILL
WOOD, CONCRE i c OR MASONRY
e O' CONNECTION TYPE "A"
1/4 " PANEL MATE WITH MACHINE SCREW HEAD
WITH 14 -20 SIDEWALK BOLT
HEADER OR SILL
or
HEADER or SILL
SEE ANCHOR SCHEDULE
CONNECTION TYPE "A"
WOOD, CONCRETE OR MASONRY
O O or® HEADER or SILL
SCREWED OR BOLTED TOGETHER 477Y,
1/4 -20 THRU BOLT W/ LOCK NUT 12" O.C.
RO CONTINUOUS BLOCKING
1/4" ANGLE
DETAIL 22
ADJUSTABLE HEADER OR SILL
REFER TO DEFECTION
CHART
CUSS
1�IX
STORM PANEL
TION TYPE "A"
HEADER or SILL
NOt
SEE' ANCHOR SCHEDULE
CONNECTION TYPE "C"
DETAIL 18
1/4 -20 MASHINE SCREW ANCHOR
WITH SIDEWALK BOLT
OR 1/4 MASONRY SCREW 4. 0.C.
3" MIN. EDGE DISTANCE
POURED CONCRETE ONLY
59.5 PSP MAXIMUM / PANEL FEIGHTi 109" hilAXIMUM
STUD HEAD
. b .
PANEL SECURED h' Y// —'
WASHERED W1WCNUTS
STUCCO FINISH
REFE7? TO DEFECTION
CHART
�r=
STORM PANEL
DETAIL 19
NOTE:
( s
/ //7
A
ROBERT 3. MONSOIJR, PE
EB- 0006024
etr•s ateln- -mRIrr, Inc
SEE ANCHOR SCHEDULE
CONNECTION TYPE "A"
NOTE*
_ P €CT1ON TYPE "A"
HEADER or SILL
DETAIL 14
GLASS
CONFECTIONS 'TYPE "A"
IF t� STUCCO INSTALLATION
1/4 -20 MACHINE SCt W ANCHOR
1.125 DIA MOLDED NYLON CAP
1/4 -20 M/S FLOOR PLUC
5 /6' STANDARD 1" MAIL
DETAIL 20
/T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH
STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE.
SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE.
MASONRY.
WHEN ANCHORING TO WOOD, THE WOOD MUST BE
A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE
WITH 0.55 SPECIFIC GRAVITY
.L,ND STRUCTURALLY PART OF 7745 FRAMING STRUCTURE
OR SUCUREL ATTACHED TO FRAMING STRUCTURE
PRODUCT REVISED
as complying with doe Florida
Raiding Code
Acceptance NoO i 07
Expi tioa Date ah'W op
1 P 4.4111111, i
By
Miami D
Division
c Product Coatro!
1.25 DIA E TRUDED ALL /MINA TUBE
.062 WALL THICKNESS
REVISIONS H1�
03/20/98 sP
04/20/98 SP
06/12/98 SP
08/14/98 SP
01/17/01 SP
01/11/02 SP
98001
3
7
•
NOTE *
NOTE*
A
DETAIL 1
E.D.
• :NOTE*
OBSTRUCTION
SEE ANCHOR SCHEDULE
CONNECTION TYPE "B
.500
EO
EO
SEE ANCHOR SCHEDULE
CONNECTION TYPE "D"
HEADER or SILL
FLOOR PLUG AND MACHINE
SCREW ANCHOR 12" D.C.
STORM PANE. (TYP.)
HEADER or SILL
DETAIL 5
SEE ANCHOR SCHEDULE
500 CONNECTION TYPE "B"
DETAIL 9
SPECIAL PANEL CONFIGURATION MAY
BE NEEDED FOR TRAPPED WIDTHS.
PANELS MAY BE ADDED TO WITH A
MAXIMUM ADD —ON OF 3' FASTENED TO
PANEL BY THE USE OF /54 POP RIVETS
3/16" TUBULAR RIVETS OR 10 -24
1 RU BOLTS 16' D.C.
CORNER PAN
ANGLE MAY VARY
R 19 FLANGE MAY BE REVERSED
OR OTHER HEADER or SILL
REFER TO THAT APPLICATION FOR
PROPER CONNECTION TYPE
CONTINUOUS BLOCKING
2 PIECES FASTEN TOGETHER WITH
#64 RIVETS OR /8 TECK SCREWS 12' O.C.
�c
1/4 -20 THRU BOLT
W/ LOCK NUT 12" O.C.
RETURN PAN, ANGLE TUBE OR WOOD
MUST BE USED ON ALL BUILD OUT CONDITIONS
TO CLOSE OFF ENDS
RETURN PAN
VARIOUS SIZES
1/6 X 1 1/2 FLAT BAR SILL
STUDDED WITH WINGNUTS
PLAN VIEWS
DETAIL 12
A, B, C A D
SEE ANCHOR SCHEDULE
CONNECTION TYPE "C"
DETAIL 2
ED...:
NOTE*
SLOTTED MOUNTING HOLE MAY BE USED
IN CENTER WEB OF PANEL. TYP. FOR ALL
SPECIAL PAN APPUCiTIONS.
L 7" MIN.
SEE ANCHOR SCHEDULE
CONNECTION TYPE "E"
DETAIL 6
NO#EE*
7 5/8 MAX.
7t5 PSF MAXIMUM Q
MAW4L1 PANEL WIGHT aS ".'
DETAIL 10
O
HEADER ON TOP
SILL ON BOTTOM
1/4-20 x 3/4 KNURLED STUDS
WITH WASHETED WINGNUTS (TTY'.)
OR. 1/4 -20 RIV TNUT
WITH 1/4 -20 FLOOR PLUG (TYP.)
DETAIL 3
FLOOR PLUG AND MACHINE
SCREW ANCHOR 12' O.C.
INSIDE. CLOSER PAN ASSEMBLY/ I
CLOSER PAN HANDLE
SEE ANCHOR SCHEDULE
CONNECTION TYPE "A"
RO HEADER or SILL
MAY BE INSTALLED IN REVE DIRECTION
OR O CONTINUOUS BLOCKING
3/16 ANGLE
BOLTED TOGETHER WITH
1/4 -20 THRU BOLT W/ LOCK NUT 6' O.C.
USED AS HEADER OR SILL
R O HEADER or SILL
MAY BE INSTALLED IN REV SE DIRECTON
rt AS IN DETAIL 6
0
CONTINUOUS BLOCKING
R 3/16 ANGLE
BOLTED TOGETHER Y•FN
1/4 -20 THRU BOLT W/ LOCK NUT 6' O.C.
USED AS HEADER UR- SILL
R O CONTINUOUS BLOCKING
3/16 ANGLE
1/4 -20 MASHINE SCREW ANCHOR
WITH SIDEWALK BOLT
OR 1/4" MASONRY SCREW 3" D.C.
3; mIN.- EDGE DISTANCE
-PQURED• CONCRETE ONLY
OP;7ONAL USE OF 1/8" ANGLE
FOR PURPOSE OF EXTENDING PALL
MAXIMUM GAP BETWEEN STROM PANEL
AND D.L.O. SHALL NOT EXCEED 1/4"
AS VIEWED FROM FRONT VIEW
HEADER or SILL
PANEL NOTCHED AT BOTTOM
TO PASS OVER STUD AND
WINGNUT IN SILL (EACH SIDE)
S HEADER or SILL
- GA F cG -
JJO 7C
SEE ANCHOR SCHEDULE
CONNECTION TYPE "C"
DETAIL 4
9. MAXIMUM
SE' ANCHOR SCHEDULE
CONNECTION TYPE "A"
NOTE:
®or 18
HEAD. or SILL
OR OTHER HEADER or SILL
REFER TO THAT APPLICATION FOR,
PROPER CONNECTiON TYPE
CONTINUOUS WOOD BLOCKING
VARIOUS SIZES
DETAIL 7
y� \ E. D. E. D.\
C L—
STORM PANEL
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH
STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE.
SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE,
MASONRY.
WHEN ANCHORING TO WOOD. THE WOOD MUST BE
A MINIMUM 2 X 4 EQUAL TO #2 SOUTHERN PINE
WITH 0.55 SPECIFIC GRAVITY
AND STRUCTURALLY PART OF THE FRAMING STRUCTURE
OR SUCLR=LY ATTACHE TO FRAMING STRUCTURE
1 �
�' J •v ^
G1 I I
ROBERT S. MONSOUR,
EB- 0006024
PA"117 ENO INEEeING, Inc
WINDOW OR DOOR
DRONING
PE
2 3/4 ' MAX.
NOTE*
M&XI►t ►i PU) CF STORM PANEL
HORIZONTAL INSTALLATION
ELEVATION
DETAIL 11
By
Miami
Division
VERTICAL INSTALLATION
ELEVATION
SEE ANCHOR SCHEDULE
CONNECTION TYPE "B"
DETAIL 8
SEE ANCHOR SCHEDULE
CONNECTION TYPE "D"
R 0 CONTINUOUS BLOCKING
BOLTED TOGETHER WITH
1/4 -20 THRU BOLT W/ LOCK NUT 12' O.C.
R 18 CONTINUOUS BLOCKING
1/4 -20 x 3/4 KNURLED STUDS
WITH WASHERED WINGNUTS 12 1/2' O.C. (TYP.)
MAY BE MOUNTED VERTICALLY
OR HORIZONTALLY
PRODUCT REVISED
as complying with the Raids
Bolding Code
A No / Z - O7
Expi ptance Datr O/ J Z
3 l77T_
D
LL/..(/'
Product Control
R;VS'ONS B"
03/20/98 sP
06/12/98
08/14/98
01/17/01
SP
SP
SP
2
7 1. 7 -. -J
•
•
C)
i*1
FLAT BAR
2 3/8'
T
2
VARIOUS DEGREE
CORNER PAN
.050 MIN.
N
7/B' 1 3/32' 3 7/32'
1
3 1/32'
2 1/4'
125
T1 ,3
MOUNTING HOLES 12 1/2" O.C.
ROSS SECTIONS
.090
2 3/B'
3 7/32' 1 3/32' 7 /B'
N
N
crs
Cu
;1 29/32'
VARIOUS TYPES OF F —TRACK NOT SHOWN
� 1 1/2'
RETURN
CD
\ .060 MIN.
7/8' 1 3/32' 3 7/32' 1, 3/32' VARIES
l I 5' MAXIMUM
SPECIAL NET PANEL SECTION
3/4'
r --
.093
N
0 - 3 '
VARIES
M
m O
� 5
ro
.060 MIN.
` BLOCKING
STUD MAY BE INTALLED
IN REVERSE DIRECTON
77P/CAL
1/
5 13/16'
h
C)
LIHt
Cu
wal
L3H
1/8" MIN.
2 1/4
L3H
1/8" MIN.
2
rl
- O
• L1H
i /8" MIN.
i 1 1/2' l
ALL STUDS .3/8' ; ?YP. )
I ALL APPUCAT7DNS ANGLES STUDDED IN
44CLUDES STUDDED T, SHORTER LEG ONLY
RE'•
1/4 -20 X 3/4
16 -8 STAINLESS STEEL
KNURLED STUDS
12 VT 0.0.
TO APPLE:4770MS ON SH STS 2 et 3
ANCHOR MOUNTING IL)L:S LOCATED ON
EI7HER HORIZONTAL OR VDMCAL LEG.
® O AND ,9
STUDDED ANGLE DETAIL
7/8" x 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE
GO/ RLIES WITH:
FLORIDA BUILDING CODE 2001
TESTED TO TAS207, ThS2C2 AND
DESIGN CRITERIA:
PRESSURE REOUIREMEWT CALCULATIONS
MUST BE PERFORMED PER ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDING AND
OTHER STRUCTURES"
GENERAL NOTES:
ALL ALUMINUM EXTRUSIONS TO BE ALLOY 5063 —T6 OR EOUAL
STORM PANELS SHALL BE
24 GAUGE STEEL, ASTM A653 SO GRADE E M /N. Fy = 90 K.S.I. MINIMUM VALUE
WITH .031 MINIMUM THICKNESS
HOT DIP COATED. WITH A NOMINAL WIDTH OF 12 1/2"
THE STORM PANEL SHUIIEPR MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
IN ACCORDANCE TO THE DETAILED SPECIF7CA77ONS HEREIN.
PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION
ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRE 1 t OR MASONRY SHALL CONSIST OF
THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN
1/4" DIA. RAWL LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR )
MIN. TENSILE 1190 — MIN. SHEAR 1520 — 1 1/8" MIN. EMBED. IN CONCRETE
MIN. TENSILE 1200 — MI//. SHEAR 1270 — 1 1/8" MIN. EMBED. IN MASONRY
1/4 -20 RAWL CALK —IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 -20 BOLTS
MIN. TENSILE 1870 — MIN. SHEAR 1730 — 7/8" MIN. EMBED. IN CONCRt I L
MIN. TENSILE 880 — MIN. SHEAR 134D — 7/8" MIN. EMBED. IN MASONRY
7/4" PER MA —SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES )
MIN. TENSILE 1520 — MIN. SHEAR 1980 — 1 1/2" MEN. EMBED. IN CONCRETE
MIN. TENSILE 880 — MIN. SHEAR 1270 — 1 1/4" MIN. EMBED. IN MASONRY
1/4" ZAMAC NAILIN BY RAWL (ZAIMAC HAMMER DRIVES )
MIN. TENSILE 960 — A/N. SHEAR 1400 — 1 3/8" MIN. EMBED. IN CONCRRtIt
MIN. TENSILE 730 — MIN. SHEAR 7320 — 1 1/4" MIN. EMBED. IN MASONRY
ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" STEEL LAGS OR LARGER
WITH 1" MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR
1/4" ELCO PANEL MATES OR MASONRY SCREW WITH 1 7/8" MIN. THREAD PENETRATION.
REFER TO SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE
STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE.
EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING
METAL TECH, INC. HIALEAH. FL " DADE COUNTY PRODUCT CONTROL APPROVED "
WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING.
STATING " STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING
STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REOURED "
PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS, THREADED CONES
OR METAL SHIELDS, NOT IN USE, MUST BE PROTECTED AGAINST CORROSION,
CONTAMINATION AND DAMAGE AT ALL TIME.
- mot
L ,.25 THICK
• KEEY HOLE WA Jrynti -
�
ROBERT S. MON3OI R, PE
EB— GLU602d
FR ?S ETY'GINSZtING, INC.
3 /4'DIA.
TA5203
PRODUCT REVISED
as con+P?Yjg with the Florida
Bedding Cods
Acceptance No _ IZZ4 o7
Expiration Date
By
Miami Dac roduct Control
Division
a
REVISIONS BY
03 /20/98
06/12/98
08/14/98
12/15/00 SP
01/17/01
07/15/02
09/09/02
SP
SP
SP
SP
SP
SP
l
• r
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MetalTech, Inc.
7635 West 2 Court
Hialeah, Florida 33014
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials..
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as
Zone of the Flori
ui ding Code.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
ercin, and has been designed to comply with the High Velocity Hurricane
DESCRIPT • N: 0.031" (min.) Steel Storm Panels Shutter
APPROV. L DOCUMENT: Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of
7, prepared i Ramms Engineering, Inc., dated January 10, 1998, last revision dated September 09, 2002, bearing
the Miami -Dade - • Product Control Revision stamp with the Notice of Acceptance number and expiration
date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ", 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 NOA # 01- 0205.01 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E.
NOA No 01- 1224.07
E piration Date: 03/22/2006
pproval Date: 10/17/2002
Page 1