350 NE 101 St (11)2.125
3.244 j
3.244
2.125
3.24
2.125
1.284 �� 1.938 1.512
125 I
F
540
2.000 I ''•° -- - 2. 1 2 4
4.734
WALL TRACK
6063 -T5
WALL TRACK
6063 -T5
-- 1.250 -
1.256 -=•I F 2.124
3.990
WALL K
6063 -T5
1.938
r .12S
r'- 1.250 -
J
WALL TRACK
6063 -13
2.124
3.450
12
• •
• •
• •
• • •
• •
•
•
•• • •
r
i
•
•
•
4
1
1.244
• •
• • •
.• •
•
•
•• 0.618
x 171: ;a.• i
... 4.37
• . •• •
• • • •
x.284;
• • •••
• • • •
• • • •
•
. •• ••• ••
• •
•
r • • • •
1
.624
1.6"
.062
0.2 84
c'•
1 44
4.933
0.170
1.087 1.144
MALE LOCKING SLAT
6063 -T5
FEMALE LOCKING SLAT
60
1.938
.125
.050
6005 -T5
'-- 1.250 --.
3.450
1.512
2.124
.904 1. 0
INSIDE MOUNT HEADER & SILL
6063 -T5
0. 8
.250
2.300
1.1 10
ANCHOR
ANCHOR
6063 --6
2 X 2 X 1/8"
2 X 3 X 1/8"
2 X 4 X 1/8'
2 X 5 x 1/8'
BUILT -OUT ANGLES
6063 -T6
606.3 -T6
.125
-=-- -1.750 --�
YP.CAL ANCHORS:
ANCHOR ® 1/4" DIA. TAPCONS (BY ELCO)
1 -:3/4" EMBEDMENT INTO 3000 PSI CONC.
1 -'!4" EMBEDMENT INTO C -90 BLOCK
- 1/4" RAWL CALK -IN. STAR TAMPIN
TOTAL ANCHOR BODY INTO 3000 PSI CONC.
OR C -90 BLOCK
- 1/4" DIA. LAG SCREWS
1 -1/2' MIN THREADED PENETRATION INTO WOOD(S.G. =0.55)
ANCHOR O 414 SMS OR SFLF DRILLING (TEKS) SCREWS
INTO METAL STRUCTURES
(STEEL OR ALUMINUM 1/8" MIN. THICK.)
NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR
COVERINGS (STUCCO, TILES, ETC.)
FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 5.
l I 441prr:c5 ■e. :*:..:.t.':: -r �'. :'.• ....
soo J► o3 T L__
RAIN CUARO NOA
OPTIONAL -� Miami Dade ?': oft f et! rot
ALL TRACKS �I DI% • , /
.070
-T6
BES
MAXIMUM DESIGN LOAD RATING = + 69.0 PSF
- 92.0 PSF
PRODUCT MARKING
A PERMANENT LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF
UNIT ABOVE LOCK WITH THE FOLLOWING STATEMENT.
ROLLADEN INC., MIAMI, FL.
"MIAMI DADE COUNTY PRODUCT CONTROL APPROVED"
THIS PRODUCT IS DESIGNED TO COMPLY WfT11 THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 • • 11. 6 ILDING C
2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES.
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM
CONSTRUCTION MANUAL" LATEST EDITION.
3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN .
4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE
LIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH
FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED.
5. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
6. ALL BOLTS SHALL BE STAINLESS STEEL. ALUMINUM ALLOY 2024 -T4
OR 7075 -T6, OR PLATED STEEL. WING NUTS TO BE OF ZINC ALLOY.
7. DESIGN CRITERIA FOR SLATS: MAX DEFLECTION S L /30 OR 2 ".
8. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
9. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF
ANCHOR SPACING.
DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS
OF ASCE 7 -98.
FASTENER SPACING IN MASONRY
CHARTS ARE BASED ON TYPICAL EDGE DISTANCE =
FOR LESSER EDGE DISTANCE DECREASE SPACING
UL ' YING WITH THE FACTOR BELOW
EDGE DIST.
FACTOR
Engr: DR. !7UMAYOUN FAR.X)0
STRUCTLF.E'
FLA. PE 1657
CAN. 3533
BY
12d.
10d= 2 -1/2"
0.86
8d =2" i6d =1 - /2" 5d
0.71
0.57
`EXAMPLE: FOR 3" EDGE DIST. SPACING =. 12" O.C. (FROM CHART)
FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 0.C.
TYPICAL EDGE DISTANCE IN WOOD = 3(4"
TYPICAL END DISTANCE IN WOOD = 1
NO REDUCTION FACTOR IS REQUIRED
C
0
0
0
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drowing no.
02 -22
sh _Of -r5�
ANCHOR
E
ANCHOR PACING INCHES
60 '
UPTO 92 PSF
•
111
• 9 P
• a
I'11.•7
11:11111M1
I•�'1)t•
E1A1S(NJf:
a.
-
Nilmmad 1000
Jfk�Obl�
-
-
3
ODMETM�y,
pp UP 77 T•
� �
`W
,
g ] UP
� �
2
T.8
11
1-8..i
Y
9.2
E
-
-
8.4 -
-
-
3.T -
-
-
4.2
-
8.7
C
-
-
- 10.2
-
-
-'10.2
-
-
-
ANC
ANCHOR
TYPE
A
____
ANCHOR SPACING INCHES
UPTO 60 PSF UPTO 75 PSF
UPTO 92 PSF
inr r'nIC?•:•U730.0wi "riv
11Uw�Lli Imo' FM!
701fa • • W1
111
a . .
• a
I'11.•7
11:11111M1
I•�'1)t•
• P...
_
a.
-
Nilmmad 1000
UM=
-
-
3
AIIMOSa____ _o00icx1
Ed CONC.
' 8LOCK /
/ MOM/
'
NYLON BUSHING
w/ STL. WASHER
.44" DIA. X .65" LONG
AT ROLLER HOUSING
AND
.44" DIA. X .43" LONG
0 INTERMEDIATE LOCATIONS
•
\ CO
'BLOC
Ed %WOOD\
>r\
WALL MOUNT
• • •• • • • •••
/IM Lip7CI Ei!•l 0 0 (71•) EN-10 0 [•11 CM CM
WAN IY 1t1 *NA O O IPJl.1 C1-10 0 d•A• l lSI 0 0
1111111 M121 KMO ICE =II l•SS0p111
MIME 001>RR•ilti 'Sritur'E•a a f0vlfi7
ANCHORS
SAME AS HEADER
• •
• •
• ••
•
SECTION A -A
• • • • • • •
• • .060•FORIAED • •
• STAIRCESS STEEL •
ROLLER HOUSING
AT ALTERNATE
•• •LOCAT10Pt9• •••
• • •
• • • • •
h
• . •
FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5.
FOR WOOD INSTALLATIONS SEE SHEET 5.
•• •
••
X
ti (n
••
• •
• •
z
a Q
•
•►NYLON BUSHING
W/ STL WASHER
:44" DIA. X .95" LONG
CO X 3" S.M.S.
ST. STEEL
TYPICAL
NYLON BUSHING
W/ STL. WASHER
.44" DIA. X .95" LONG
OR
.44" DIA. X .35" LONG
;Lei (1:11T-C.41•11111.1.111•1111
1711757; '177 57 77; Fr11777 3T rirq.
WINN ITV lin WIN 0 EMU MIS CM 1111111111 CO 0
IMAM IE1R/ Wall= 0 ti/ E-31 O OIlta I l O=
IMO0A&WI000IE10Cii7WM0
t00Ma Ill• 1000I•il1000My
ANCHOR
E
-71
II
I _ \
RAIN GUARD LEG
OPTIONAL
AT ALL TRACKS
21511:1.161121:15
3 -1/4' MIN.
GLASS
SEPARATION
RAIN GUARD LEG
OPTIONAL
AT ALL TRACK
Ed - TYPICAL EDGE DISTANCE
CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS)
WOOD - 5d
FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 5.
Ed
SECTION B -@
x
7
0
N
M
x
0
M
/ BL t
Mt
Ed
■
L
8 \
X
0)
NYLON BUSHING
W/ STL. WASHER
.44" DIA. X .95" LON
OR
.44' DIA
5" LONG
.0
8
A
ANCHORS: EMBEDMENT & EDGE
DISTANCES SHOWN ARE BEYOND
THE WAU. & FLOOR COVERING
(STUCCO. TILES, ETC.)
HEADER AND SILL DETAILS CAN BE
USED IN ANY COMBINATIONS.
X
•
cw
J
DR. !iUW: IA.
STRUCTURES
FLA. PE • 16557
CAN. . 5•3,q
MAR 2 4. 2004
TYPICAL ELEVATION
X
LOCK
WOOD
/M ETA
#1O
AT
1
USTABLE SILL
m
D
MS /TEKS
▪ FROM ENDS
• 0.C.
App roved tic tnmp'•?i> ; »:i :t
Roddy Bt1digC C4:4::
Date 0
z
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02 -22
I ,
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140AH O1 b Lk 3--
D'vIs' `) r--
6;_ 1 f•�ow'n9 no.
Sheet 2 of 5
4" BLADE ACCORDION SHUTTER DETAILS
SLAT SPAN
N OR
ANCHOR SPACING N
H
, UPTO
__ . CONC
ANCHOR
TYPE
AF]F7f1:l4:lfic77iL
60 PSF
°o
UPTO
1Rt
t
111:=1:111LIglr1110
-
75 PSF
WE=
-
UPTO
92 PSF
woo
ETA',
ImmaiL
aM.1 - WI- IMILILAMIS
L_�__
•
UM
/OU 1_ -
8.9
-
-
12.7
-
-
-
12.2
-
-
9.9
-
-
-
12.7
-
-
-
10.4
- -
-
8.4
ANCHOR
ANC SPACING
1 L• Zrl :� �>♦ 1 t r3 � • i l . f�3iIIItrltIL13;♦
. rt 'fi►lf7f1:111it0f1.74.11W
°°sao0ft
010 LIES OIl i'ii10=11=f11t7
NCHE
/F•7110rAl
ANCHOR
TYPE
AF]F7f1:l4:lfic77iL
f1•I OO11t12oioO
111[11111110
°o
CM= WWI
ANCHOR
HOR SPACING
3
INCHES
� .ZMII1� 9 e• •.., a .
TYPE • I:11:71
LINIIii•7N[ II
NMI iit 1 M
1•?•flifli
- -
-
a .
-
R M
IIPIP111F10111:111111:111FINIMIN211
Di
f10i7iLS100i7
-
f
-
t
111:=1:111LIglr1110
-
-
-
WE=
-
NCIIII
• .
-
• - - = LA.7
ANCHOR
TYPE
•
ANCHOR SPACING INCHES
UPT•
r d7R•71:374
MU
60 P
,a.• tra731t
f10f1f:111if
F
PT. 7 P
• , X17. !
7F E111TSO
F
. irl.
UPT•
• .
9 P
: ►,t•.• ►..,
ENAf10
F
a
ImmaiL
aM.1 - WI- IMILILAMIS
L_�__
UM
/OU 1_ -
8.9
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•iltl'lii`.lil�ial it 44:11. - Aim 43 ai`ii.
fY�Cf� �•1l7Si 1 72.1 107 3iL 4400
'��i�Flf�
0•ii0f10 MI ItR7i7alS-lf =II i71a1L1 -s
1
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rni
\CONC
BLOCK
Ed
ANCHOR
SAM HEADER
o
to
SECTION C —C
•• . • •• . . .
• • • • • .••• •
• • • • • • .. • • • • •
• • • • • • • • • • •
• ••• • • • •
....
• • •
• _ •J •
•
• •
•
•
•.
•
•• •.• ••
• • . •
• • •• •
•• • •
• • • •
• • ••• ••
z
a Q
ID J
Ed
E
1 " M IK
7/8"
BUILT —OUT cotiDmQN
SILL SIMIL
2" X 3" x 1/8"
2" X 4" X 1/8"
2" X 6" X 1/8"
ALUM TUBE
2 X 3 X 1/8"
2 X 4 X 1/8"
— 2X5X1/8"
ALUM ANGLE
6063 -T6
1/4 -20 MS WITH NUT
AT 1 -1/2" FROM ENDS
& 12 -3/4" O.C.
ANCHOR wilmui ...1..:xt 41: riv 4
u: [ T : Ai' ll< A;F 14:4t 1
_'.__t_ fIIIIMA •
s
BUILT —OUT CONDmON
HEAD SIMILAR
X
0
J
N
M
X
z
a
to
1-
z
Ed,CON6.
BLOCK/
WOOD
1 HEADER AND SILL DETAILS CAN BE
USED IN ANY COMBINATIONS.
se. • •- 1•.d,l
1141 611 MP:s•i11t 1 :,hfki- 1141>i11W 2l'i:41La!
moo PRI &Li Neworil CM MO ICE 110111 WI ..., f'* 47:77F i7.9' .77N4' 11,.....ra . �777i'T#,..:.
willirl!/a,simanal1A IC1- 11f1fa 1.41.111FRA001
��f10 ®num
f
1.744
MAX.
v\
ALT. WALL MOUNTS
SILL SIMILAR
MAR 2 4 2004
0
/•F-JP
• A.
Ergr. DR. NU.IAYOUN F; f000
STRUCTURES
FLA. PE # 16557
CAN 3538
X
0
u-,
M
Py
Ed
•
\ \�
\CONC.
\ BLOCK\
\ wOoD\
METAL
ALT. INSIDE MOUNT
0)
.11
/Igpt•e'ed as eanp:-Aing wtsk '
morida Bald' G•d
Date o 0
NOAH . 0
Miami Bade i tv_tta c aa.:
vista
4.5
1 d
to
W
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0
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0
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drawing no.
02-22
(sheet 3 of 5 ^
1" X 4 -1/4 X 1/8"
3 -1 /4" M • • ALUM FLAT PLATE
CLASS SEP • AT10N (INSIDE OR OUTSIDE)
S • is ALUM LOCKING ROOS
1/2' DIA. AT T• • & BOTTOM OF LOCKS
46" 1.• FOR 96" HT. SLATS
FOR SM " SHUTTER HEIGHTS
R• •S LENGTHS TO BE
HALF • SLAT HT. - 2"
(TO CLEAR 11.11 ANGLE
1/4"- S.
THUMB Si. W OR
MACHINE S •'
INTO ALUM R0
DLE CAN
STALLED
OR OUTSIDE
-GLASS
CONC.
BLOCK
METAL \
MOVING CORNER DETAIL
ANCHORS TYPE
A, D OR E
/ AT 16" 0.C. MAX.
• • •• .• • • •••
•• •• • • • •• •• •
• • • • • • • • • • 2 X 2
• • • ••• • • • i ALUM TUBE (63 )
• • 4111• • • • • •11•
2 X 2 X 1/8"
ALUM TUBE (6063 -T6)
• 0110 • • ••
• • • • • • • • • 110 x 3/4" HEX TEKS
• • • • • • • • - - - - - - "4 // i j 3 /ANGLE
••
• • 1111• • • /' 1L1/2 x 3 x 1/8'
ALUM ANGLE
'i�' 414, • • • • • es. • • - - ® - -- -
• TOP do BOTTOM
• • •
• / DE > �7/ 2 ANGLE
•• • • • • • ••• 1111 S.M.SSI. 1/4" 0 TAPCONS
# 10 X 3/4' TE
@ 12'
FLOOR SHOE
FIXED CORNER DETAIL
2 X 2 X 1/8"
2 X 3 X 1/8"
2X 4X1/8'
2 X 6 X 1/8"
ALUM TUBE (6063 - T6)
ANCHORS TYPE
A, D OR
AT 16" O.C.
CONC.
BLOCK
WOOD
METAL
./
1" X 1 -1
MAR 2 4 2004
ANCHORS TYPE
A DORE
AT 16" O.C. MA
1/16"
UM ANGLE
S /TEKS
12" O.C.
ANCHORS
OR E
AT 16" O.C. MAX.
Enr. DR. H1111AYMN rAROC.70
STRUCTURES /Ipproved as osetp1 ;14; wish Oa
FLA. P£ [ 1653?
C.A.N. 3538 . i O ,
Date -70 NOM ism i ! er V
./...77:.......,....................4.......atirtios . '
Lz.
r--
0
In
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N 0
Z Z "t
,n Z
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0
0
0
CO
0
t.
0.
0
rowing no.
02 -22
•
•
r
1
�
•
o f
3
r-
1
sheet e e� 5
-^ II 4
a
2 X 5 X 1/8" •
ALUM ANGLE CONT. •
EXISTING WOOD TRUSSES
O 24" O.C.
MIN. 2x4 MEMBERS
MIN. S.G. = 0.55
WANFMWill0067r7t31 l00
�0000M0001110
A T
• • ••• • • • •••
•• •• • • • •• •• •
• • • 1 /4" PLYWOOD s �
•�• • •1' • • •�• • NC SOFFIT
• • • I ` • • • I • ••
.1. • : •I' ; • • • I • • •
�° —.2 --->�: .� t.8 11/2"
I 1 I
• . .•. • • •
: (3 :• SC$E1QS.O EACH RAFTER
2" MIN. PENETRATION
J'
1
HEADER CONNECTION TO WOOD TRUSSES
FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD = 75 PSF
FOR SHUTTER HEIGHT OF 84" MAX. DESIGN LOAD = 85 PSF
FOR SHUTTER HEIGHT OF 72" MAX. DESIGN LOAD = 92 PSF
i
2
N
2 x 4 x 1 /8"
2 x 5 x 1/8" ALUM. ANGLES
1/4" THRU BOLT W/
WASHER do NUT 0 5" O.C.
COUNTER TOP CONDITION
(PASS THRU WINDOW)
MAX SHUTTER HEIGHT - 6 FT.
MAX. DESIGN LOAD .• 71 PSF
ANCHOR
TYPE
G
UPTD 60 PSF
8.5
ANHI ACN NH
UPTD 75 PSF
6.9
UPTD 92 PSF
5.6
ANCHOR
TYPE
G
ANCHOR SPACING INCHES
UPTO 60 PSFIUPTD 75 PSF
5.5 1 4.4
UPTO 92 PSF
3.6
1" X 4" X 1/8" CONT. ALUM TUBE
W/ (3) 1/4" 0 X 4" SMS
0 EACH STUD W/ 2" MIN PENETRATION
INTO EXISTING STUD
FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD = 92 PSF
WOOD STU
0 24' O.C.
REQU 'ED
WOOD HEADER
REQUIRED
U
ANGLE CAN BE INSTALLED
WITH ANGLE LEG IN UPWARD
OR DOWNWARD DIRECTIONS
TYP. AT HEAD & SILL
Engr. DR. H11I.tAYO1IN FAR000
STRUCTURES
F1A. PE 1 1655.•
CAN. 538
MAR 2 4 2004
FASTENERS
AS PER SCHEDULES
r W/ 1 - 1/2" MIN. PENETRATION
TO EXISTING WOOD HEADER
I '
i1 -1/4
1 -1 /4"
_Z,x 3 X 1/8'
X 1/8"
2 X 5
ALUM ANGLE
FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD = 71 PSF
FOR SHUTTER HEIGHT OF 84" MAX. DESIGN LOAD = 81 PSF
FOR SHUTTER HEIGHT OF 72" MAX. DESIGN LOAD = 92 PSF
INSTALLATION DETAIL ON EXISTING WOOD BUCKS : , _,•
FOR HEADER /SILL DETAILS CONNECTED TO CONTINUOUS W000 MEMBERS SEE SHEETS 2 do 3.
FASTENERS
SEE SCHEDULES
ON SHEETS2&3
2" X 6" CONT.
W/ (3) 1 /4" e X 5" SMS
0 EACH STUD W/ 2" MIN PENETRATION
INTO EXISTING STUD
Approved as cot ip!ying :rites the
I�or1�, Bald' • .
Date o 5 0 200 4
PMOAN O - • . (� • o
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drowing no.
02 -22
sheet 5 of 5 .
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Rolladcn, Inc.
550 Ansin Boulevard
Hallandale, Florida 33009
• •
• • • •
• • •
• •
• •
• •
. . • • •
•
.•• • • • •..
• • • • • • •
• • • • • • •
• •• • • •
•
•..
• • rJIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
• ••• • • 140 %VEST I'I,AGLER STREET, SUITE 1603
• • • • • • • • MIAtvll, FLORIDA 33130 -1563
. . . • • • . • • . . ..
• • • • • • •(34 5 3 75 -290 1 FAX (305) 375-290S
• .. ••• • • •
• •
•. ••• ..
• •
• . •
•
•• • • • • • ••. • •
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 (A1 -[J).
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 described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.050" Aluminum Storm Panels Shutter
APPROVAL DOCUMENT: Drawing No. 98 -19, titled "Storm Panels Details ", sheets 1 through 4 of 4, prepared
by A1- Farooq Corporation, dated May 18, 1998, last revision # "13" dated January 22, 1999, bearing the Miami -
Dade County Product Control Renewal 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 donc 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 renews NOA # 98 0811.09 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Ileliny A. iMakar, P.E.
NOA No 02- 0226.09
Expiration Date: 04/18/2007
Approval Date: 04/18/2002
Page 1
FASTENER SPACING IN MASONRY .
TABLES ARE BASED ON TYPICAL ErnE DISTANCE = 12d.
FOR LESSER EDGE DISTANCE DECREASE SPACING BY
MULTIPLYING WITH THE FACTOR BELOW
EDGE DIST. Od =2 -1
8d -2"
6d =1 -1/2' =1 -1/4'
1
FACTOR 1.00 0.86
0.71
C.57 0.50
EXAMPLE: FOR 3 E GE DIST. SPACING = 12" 0.C. (FROM TABLE)
FOR 2' EDGE DIST. SPACING = 12 X .71 = 8.5 0.C.
2.531
3.000
6063 -T6
2.000
2 X 2 X 1/8"
2 X 3 X 1/8'
BUILT —OUT TUBE$
6063 -T6
5.000
- �+ x°-.374
.295
— T
1.015
2 X 3 X 1/8
2 X 4 X 1/8'
2 X 5 X 1/8"
ANCHOR
1.000
L
CEILING MOUNT HEAQER
6063 -T6
4.000
.125 TYP
.125
.080
ALUMINUM TUBE
6063 -T6
• • ••
•• •• • • ••
+ • • • • •
• • ••• •
• • • • •
• 000 • • •
2.000
• ••
••
• • • •
• • •
• • • •
•
• • • ••
• • • • • •
• ••
E • • • •
• • • • • • • • • •
•
•
•• • • •• _7 • ••
' ••• 6210 /• ••
• •
• • • • • • •
•• • • • • • ••• ••
6063 -T6
• •••
•
•
• •
• •
• ••
FOR INSTALLATION DETAILS SEE SHEET 2, 3 & 4.
1.250
TYPICAL EDGE DISTANCE IN WOOD = 1 - 1/4'
NO REDUCTION FACTOR IS REQUIRED
TYPICAL ANCHORS
= 1/4' DUl TAPCONS, BY ITN NOA. 1 96- 1226.03
1 -3/4' EMBEDMENT TO CONC.
1 -1/4' EMBEDMENT TO BLOCK
ANCHOR QD = 1/4' RAWL CALK -IN.
7/8' MIN. EMBED INTO CC;rC. OR BLOCK (3000 PSI MIN.)
ANCHOR QE = 114 SMS / LAG SCREWS
1 -1/2' MIN PENETRATION INTO WOOD(S.C. =0.47)
1/4" DIA. PANELMATE ANCHORS (ELCO - TEXTRON)
1 -7/8' EMBEDMENT TO CONC.
1 EMBEDMENT TO BLOCK
1 -7/8' MIN PENETRATION INFO W0OD(S.G. -0.47)
NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND
THE COVERING (STUCCO, TILES. CC.)
ANCHOR O =
.901
,..000
Mt •• 1
Division
A
14.750
12.000
F
M NUM 3003-H14 CFY = 23 KSI MIN.)
PRODUCT RENEWED
as coa.p3)iag with the Florida
Bolding Code
Acceptance No CZ - 0 7.7.6 • Qq
E:pl • tioa Date 0 . • • �']
By I .`fa/ : i1 /
rod;:ct Castro/
2.000
1. THIS STRUCTURE IS DESIGNED AS PER THE FLORIDA BUILDING
CODE
5,
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM
CONSTRUCTION MANUAL' LATEST EDITION.
3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6.
4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE
GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH
FEDERAL SPEC. NO. TTP -645. OR BE GALVANIZED.
5.. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
6. ALL BOLTS SHALL BE STAINLESS STEEL. ALUMINUM ALLOY 2024 -T4
OR 7075 -T6. WING NUTS SHALL BE OF ZINC ALLOY.
7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 FOR NEGATIVE
LOAD AND THE LESSER OF L /30 OR 2" FOR POSITIVE LOAD.
8. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
9. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS
IMPOSED BY SHUTTER.
10. DETAILS AND THE SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCT
TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE. IN CONFORMATION
WITH MIAMI DADE COUNTY PROTOCOLS PA 201.203 & 202.
REFERENCE HURRICANE ENGINEERING AND TESTING INC. TEST REPORTS
# HET1 97 -696 AND HETI 97 -697.
DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF
ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY.
PRODUCT MARKING
A LABEL SHALL BE AFFIXED AT BOTTOM OF EACH PANEL WITH
THE FOLLOWING STATEMENT.
ROLLADEN INC. HALLANDALE, FL
"DADE COUNTY PRODUCT CONTROL APPROVED'
DESIGN PRESSURE RATING = + 60 PSF
— 66 PSF
Engr. OR. HUMAYOUN FAR000
STRUCTURES
FL4 PE 3 16557
APFRO`/ED AS COMPLYING WITH THE'
SOUTH FLORIDA BUILDING CODE
DAT `
/
PRODUCT CC C OL DIV S ;ON
BUILDING CODE COMPLIANCE OFFICE
ACCEPFANC. N;?. (' Oa 1/- 10
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drawing no.
98 - 1 9
(sheet 1 of 4 j
ANCHOR
TYPE
SPACING INCHES
UPTO 50 PSF
UPTO 66 PSF
ONC.
BLX.
WOODCONC.
WOODCONC.
BLX.
WOOD
A
13.25
5.75
-
10.0
4.25
-
0
15.0
7.75
-
11.5
6.0
-
E
-
-
6.75
-
-
5.0
F
12.0
6.25
11.0
9.25
4.5
8.25
0R
E
SPACING INCHES
UPTO 50 PSF
UPTO 66 PSF
.
BLK.
WOOD
WOODCONC.
B LK.
WOOD
-
A
Syii
-
-
-
13.25
D
9.5
4.0
-
.2
3.0
-
E
-
-
4.25
-
-
3.0
F
6.0
3.75
8.25
4.5
-
6.25
ANCHOR
SPACING INCHES
UPTO 50 PSF
UPTO 66 PSF
TCHE
CONC.
BLK.
WOODCONC.
BLX.
BLK.
WOOD,
A
15.0
6.25
-
13.25
5.0
-
D
15.0
9.0
-
15.0
7.0
-
E
-
-
9.0
-
-
7.25
F
13.75
8.0
15.0
10.75
6.251 14.0
ANCHOR
TYPE
SPACING INCHES
UPTO 50 PSF
UPTO 66 PSF
CONC.
BLK.
WOODCONC.
WOOQCONt;,
BLX.
WOOD
A
15.0
7.25
-
12.25
5.5
-
D
15.0
10.0
-
13.75
7.5
-
E
-
-
8.25
-
-
6.0
F
15.0
7.5
12.75
11.75
5.75
9.75
ANCHOR
TYPE
SPACING INCHES
UPTO 50 Psr
UPTO 66
PS'
CONC.
BUG.
WOOQCONt;,
W000
:
f -OD
A
15.0
8.75
-
15.0
12 :0
-
D
15.0
12.25
-
15.0
.
-
E
-
-
12.25
-
-
9.75
F
15.0
11.0
15.0
14.75:
5
15.0
•
• • 'SPACING •IMCHES
�1N
� �SEINTA ;�' 0 66 PSF
-•
•N
BLx.IWOODICONC.
BLK.
W000
D
12.0
12.0 1 -
12.0
12.0
-
F
12 :0
12.0 1 12.0
12 .0
6.0
12.0
_ALUM. ANGLE
2 X 2 X 1/8'
x
x
/4-20 X 3/4' STUDS
11 \ TH WING NUT
O 12' O.C. TYP.
•
•• . • .. • . • iIRFC,T 1�lORJNTS
• • • • • .
• • • • ••• • • •
• • • • • • • •
• • •••• • • • • •••
• •••
• •
• •
• • •
• •
.•
•• • •
•.
FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4.
• •
•
•• ••• ••
• • • • • •
• • •• • •
7/8"
••
SECTION B -@
1/4 -20 'X 3/4 BOLTS
WITH WING NUT
0 12" O.C. TYP.
ANCHORS: EMBEDMENT & EDGE
DISTANCES SHOWN ARE BEYOND
THE WALL & FLOOR COVERING
(STUCCO. TILES, ETC.)
INSIDE MOUNTS
Ed.
E0.
TYPICAL
ALL INSTALLATIONS
2 X 2 X 1/8"
ALUM. ANGLE
SECTION C -G
REINFORCING BOLTS
SEE SHEET 3 FOR DETAIL
END CLOSURE ANGLE
RECD. ONLY ON
BUILT -OUT CONDITION
SEE DETAIL •A• SHT..3
n
TYPICAL ELEVATION
PANELS CAN BE INSTALLED VERTICALLY
OR HORIZONTALLY USING APPUCABLE
ANCHORING DETAILS.
E4 = TYPICAL EDGE DISTANCE
CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS)
WOOD = 5d
FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4.
Engr. DR. HUMI.YOUN FAR000
STRUCTURES
FLA. PE # 16557
REINFORCING PLATE
SEE SHEET 3 FOR DETAIL
HEADER AND SILL DETAILS CAN BE
USED IN ANY COMBINATIONS.
PRODUCT RENEWED
as complying with the Flori't.a
Bukting Code /
Acceptance No0Z- O � 2 -
Expiration Dafe 007
By
M.•.I
Dhision
ct GU
APPROVED AS COMPLYING WTTH THE
SOUTH FLIRIDA BUILDING CODE
DATE_ • 4.. ' 19
BY WAIF ■.
PRODUCT CON OL DIV:S•ON
UUILDING CUD COMPLiANCE OFFICE
ACCEPIAr ;C: NO. 4e •
z
0
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O 0
C>~ 00
ce
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O LA
z °°
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R: vi 0
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Qi W c F
an
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drawing • no.
98 -19
sheet 2 of 4
ANCHOR
TYPE
SPACING INCHES
UPTO 50 PSF
UPTO 66 PSF
CONC.
BLK.
WOODCONC.
BLX.
WOOD
A
15.0
11.0
-
15.0
8.5
-
0
15.0
15.0
-
15.0
12.5
-
E
-
-
15.0
-
-
12.75
F
15.0
15.0
15.0
15.0 /11.25
15.0
ANCHOR
TYPE
SPACING INCHES
UPTO 50 PSF
UPTO 66 PSF
CONC.
BLX.
WOODCONC.
BLK.
WOOD
A
15.0
8.25
-
15.0
6.75
-
0
15.0
11.75
-
15.0
9.75
-
E
-
-
11.75
-
-
9.75
F
15.0
10.5
15.0
14.75
8.75
15.0
ANCHOR
TYPE
SPACING INCHES
UPTO 50 PSF
UPTO 66 PSF
CONC.
BU(.
WOODCONC.
BLX.
WOOD
A
10.25
3.75
-
7.75
3.0
-
D
12.75
5.25
-
9.75
4.0
-
E
-
-
5.5
-
-
4.25
F
8.25
4.75
11.25
6.25
3.75
8.5
13
W
v
•
2 X 2 X 1/8
- 2 X 3 X 1/8"
ALUM TUBES
1 /e' x 1' X
ALUMINUM BAR (6:61-T67,_
WITH REINFORCING BELTS •
AT END PANELS
•. • • • •• ••• -•
• • • •
• •
BUILT OUT CONDmOtt . • • • • ••• •• •
2 X 3 X 1/8'
2 X 4 X 1/8'
2 X 5 X 1/8'
ALUM. ANGLE
6063 -T6
14 X 3/4' TEKS
0 15" 0.C.
1/4' -20 BOLTS W/ NUT
O 15' 0.C.
• 411
• •• •
• • •
• •
• •
• •
• • • ••
• • • • •••
• • • • • • ••
• • • • • • •
• • • • • • •
• • • •
s
-
a
ALT. WALL MOUNTS
OVERLAPPING PANELS FASTENED AT
MIDSPAN VITH 1/4 -20 STUDS
1 WING NUTS.
END CAP BUILT -OUT CONDmOt4
DETAIL A
2 X 2 X 1/8' ALUM ANGLE
- FASTENED TO REVERSE PANEL
WITH 1/4" DIA. NUT & BOLTS
PRODUCT RENEWED
a+ cnnirh in1 with Hic Fiar i.Is
Bui,}ing Cudc
Acceptanc No• - 0
Expiration Dal: •g'
By
• •• .. ••., ,
REVERSE PANEL DETAIL
FOR EGRESS WINDOWS
o
Engr. DR. HUMAYOUN FAR000
STRUCTURES
FLA. PE / 16557
999
i
�r
_1/4" ANCHORS
0 24' 0.C.
1 X 2 X 1/8"
2 X 2 X 1/8'
2 X 3 X 1/8'
ALUM. ANGLE
FOR END CAP
REQD. ONLY
BUILT -OUT CONDITION
SILL ANGLE FASTENED TO
PANEL ANGLE WITH 1/4' DIA. STUDS
AND WING NUTS it mip
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT /1 T .
BY
PRODUCT CON 'OL DIVISION
13Ui101NC CODE COMPLIANCE OFFIC
ACCEPTANCE NO. - /. a
(
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drawing no.
98 -19
(sheet 3 of 4
ANCHOR
TYPE
SPACING INCHES
UPTO 50 PSF
UPTO 66 PSF
CONC.
BLX.
WOODCONC.
BLK.
WOOD
A
9.5
4.25
-
7.25
3.25
-
D
10.75
5.75
-
8.25
4.25
-
E
-
-
4.75
-
-
3.75
F
8.75
4.5
7.75
6.75
3.25
6.0
GLASS
WOOD HEADER
REQUIRED
WOOD (STUD
0 24 0.C.
REQU
J
• • ••• •
•• •• • • •
FASTENERS • • • • • •
• AS PER SCHEDULES ON S►IEETS+ 2 • 3. •
W/ 1-1/2' MIN. PENETRATION • • • • • •
TO EXISTING WOOD HEADER
3
MIN.
1 -1/4'
MIN. 1 /4'- 20:BOLTS 04 11NUq' . • • •
0 15' 0 • • • • •
• • •.• •
—4--
E0.
EQ.
FASTENERS
SEE SCHEDULES
ON SHEETS 2 & 3
• • •• • •
2" X 6' CONT.
w/ (3) 1/4" 0 X 5' LAG SCREWS
0 EACH STUD W/ 2' MIN PENETRATION
INTO EXISTING STUD
• • •..
.• .• •
• • • •
• • •
• • •
• • ••
• •
• • •
• • • ••
• • • •
• • • •
• •
•
.• • • • .• .•• ..
• • • •
• • •
•
•• • • • • • •• ••
Ea.
WOOD STU
0 24 0.C.
REQU ED
J
1/2'
1
1/2
3'
MIN.
EQ.
EQ.
11` 14 X 3/4' TEKS
0 6" 0.C.
INSTALLATION DETAIL ON EXISTING WOOD BUCKS scxa : I/� -I•
FOR SHUTTER HEIGHT OF 101' MAX. DESIGN LOAD = 66.0 PSF
FOR HEADER /SILL DETAILS CONNECTED TO CONTINUOUS W000 MEMBERS SEE SHEET 2 •
1" X 4' X 1/8' CONT. ALUM TUBE
— W/ (3) 1/4' 0 X 4' LAG SCREWS
0 EACH STUD W/ 2' MIN PENETRATION
INTO EXISTING STUD
2 X 4 X 1/8'
2 X 5 X 1/8'
ALUM ANGLE CONT.
EXISTING WOOD TRUSSES
0 24" 0.C.
MIN. 2x4 MEMBERS
MIN. S.C. = 0.51
/ / /i/ / / /
COUNTER TOP CONDMON
(PASS THRU WINDOW)
MAX SHUTTER HEIGHT = 6 FT.
MAX DESIGN LOAD - 66 PSF.
(3) 1/4" X 3" LAG SCREWS 0 EACH RAFTER
2" MIN. PENETRATION t
1/4' PLYWOOD
EXISTING SOFFIT
3' MIN.
/ /I / / / //✓ /
.500
HEADER CONNECTION TO WOOD TRUSSES
FOR SHUTTER HEIGHT OF 101' MAX. DESIGN LOAD = 60 PSF
FOR SHUTTER HEIGHT OF 86' MAX. DESIGN LOAD = 66 PSF
Engr. OR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE + 16557
N2
1/4' -20 X 1/2'
BOLT W/ NUT
0 12" 0.C.
J7
PRODUCT RENEWED
as coop{yieg with the Florida
Balding Code 2 66.0q
Aceeptaace No _
tioo Date 0 'S/J7 007
2 x 3 x 1/8' ALUM. ANGLE
W/ 1/4" THRU BOLT W/
WASHER & NUT 0 6" 0.C.
APPROVED AS COMPLYING WITH THE
:::IJTH FLORIDA BUILDING CODE
C.1 // 19
BY
F:■ODUCT CONLIIIL DIVISION
CUi1DING CODE COMPLIA' E OFFICE
:.CCEPU.NCE N3 ''-D I O
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drawing no.
98 -19
(sheet 4 of 4
••• • • • ••• • •
• •• •• • • • •• ••
• • • • • • • • • • • •
• • • • • • ••• • • • •
• • • • • • • • •
••• • • • • ••• • •
•• • • • • •
• • • • • • • • •• • •
•• • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • • • • •
• • • ••• • •
•• ••• •• • • • ••
•
• • • •
• • •
•
•• ••• • • • • • ••
■
/50'
12
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11
10
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9
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19
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14
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15
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16
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17
18
19
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20
21
22
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23
50
h
24
57.
'•� LOCAT 1 ON MAP SCALE: 1° a 150'
30
LU
L
M
LtJ ,
Z30
NE. iOist ST.
THIS IS NOT A VALID SURVEY WITHOUT
THE UNDERSIGNED SURVEYOR'S SIGNATURE
AND EMBOSSED RAISED SEAL
NE. 100th ST.
SURVEYOR'S NOTES:
1. TYPE OF SURVEY: AS BUILT
2.ALL DISTANCES AND BEARINGS /ANGLES SHOWN MATCH
RECORD DISTANCES & BEARINGS UNLESS OTHERWISE NOTED.
3. PROPERTY AREA: 8,625 SQUARE FEET
4.THIS PROPERTY IS LOCATED IN FLOOD ZONE X,
BASE FLOOD ELEVATION: ----, AS PER F. E. M. A.
MAP COMMUNITY N: 120652, PANEL N°0093, SUFFIX J,
LAST REVISED ON JULY 17.1995.
0 0 �
5.ALL ELEVATIONS THUS ✓ ARE BASED ON NATIONAL
GEODETIC VERTICAL DATUM OF 1929,AS MEASURED FROM
MIAMI -DADE COUNTY BENCHMARK N °N -397, INDEX:3100,
ELEVATION:9.80',AND IS A PK.NAIL AND BRASS WASHER IN
TOP OF CATCH BASIN.
NE. 103rd ST. - - -33' NORTH OF C/L
NE. 2nd AVE. - - -65' WEST OF C/L
6.LEGAL DESCRIPTION AS PROVIDED BY: OWNER
7.USE OF PROPERTY: RESIDENTIAL
8. UNDERGROUND FOOTINGS ,FOUNDATIONS,UTILITIES,OR SEPTIC
TANKS WHERE NOT LOCATED BY THIS SURVEY.
9.THIS SURVEY HAVE BEEN PREPARED WITHOUT THE BENEFIT
OF A TITLE SEARCH, THEREFORE EASEMENTS AND RIGHT OF
WAYS SHOWN HEREIN ARE AS PER SAID MENTIONED PLAT
(PB.10, PG.70) OR DEED,AND THERE MAY BE ADDITIONAL
RESTRICTIONS,EASEMENTS,OR RIGHTS OF WAY OF OTHERS
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
NOTE: BY:
J. F. LOPEZ & ASSOCIATES, INC.
CONSULTING LAND SURVEYORS AND PLANNERS
CERTIFICATE N° LB. 3192. STATE OF FLORIDA
555 EAST 25th STREET. H I ALEAH, FL. 33013
Ph:(305) 836 -1822
Fax: (305) 835 -0754
836 -0937
w
Q
h
+-+
LEGEND:
x -x -x- 4'HIGH CHAIN LINK FENCE
CONCRETE AREAS
C. B. S. = CONCRETE BLOCK STRUCTURE
L. F. E. = LOWEST FLOOR ELEVATION
G.F.E.= GARAGE FLOOR ELEVATION
S. I. P. = SET 1/2' IRON PIPE N'LB. 3192
F. 1. P. = FOUND 1/2 ' I RON PIPE
ID.= IDENTIFICATION
E.M. = ELECTRIC METER
I HEREBY CERT 1 FY: THAT A SURVEY OF THE PROPERTY AS DESCRIBED IN
THE FOREGOING CAPTION HAS BEEN MADE UNDER MY DIRECTION AND MEETS
THE MINIMUN TECHNICAL STANDARDS SET FORTH BY T'IE.FLORIDA 30AIaD OF
SURVEYORS AND MAPPERS IN CHAPTER 61- G17 - 6, FLORIDA ADM INISTRA.TIVE
TIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. AND IS TRUE
AND CORRECT TO THE BEST OF KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT.
F. I.OPEZ, P. S.
Professional Surveyor C Mapper
N°3086, State of Florida
Zoning
Approved
SKETCH OF SURVEY SCALE: in =20'
LEGAL DESCRIPT
Lot 6 and the East 1/2 of
SECTION '1 ", according to
Book 10, at Page 70, of the
PROPERTY ADDRESS: 350 NE. 101st Street. Miami Shores, Florida.
F. I. P. 1/2"
(NO ID. CAP)
4
°5 ' O /
064
0. 3'
OVER '
0.2'
OVER
F. 1. P. 1/2"
(NO ID. CAP) 0 7
a 2,
5'SIDEWALK
10. 0'
f--
4i
9. 9'
9
N
NE. iOist ST.
11 1
.T;
N
1
/1
10. 45'
4 , E. M.
20'ASPHALT PAVEMENT
12.20' o
I Q
75.00
10'ASPHALT PAVEMENT
Lot 7, in Block 39, of "MIAMI SHORES
the Plat thereof, as recorded in Plat
Pub Iic Records of Miami - Dade County, Fl.
„- (;;;;.
fl
5 :
5'.
11.30' o
i
18.30'
1 STORY C. B. S.
RESIDENCE N° 350
L. F. E. =11. 76'
G. F. E. =9. 60'
19.00'
N
13. 02'
13. 08'
15' ALLEY
10. 4'
9
0:7
10.3'
(7
x
0.8'
CLEAR
0.8'
CLEAR
F. I. P. 1/2'
(NO ID. CAP)
S. I. P.
252. 70'
F. I. P. 1'
(NO ID. CAP)
DC "
0
0
Q LD
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0 -�
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0
w
0
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1-
0
0
0
cki
N
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