HomeMy WebLinkAboutSET UP-INSTALLATIONTABLE
T
ALLOWABLE
-MSCHEDULE
FOR USE WITHIN
THE MVNZ
IM¢
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1M¢
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6.8 ACCORDION SHUTTER
FOR USE WITHIN AND OUTSIDE THE HVHZ
TABLEZ
MINIMUM SEPARATOR FROM GLASS
—FORUSEWR UTUENVBZ—
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•• FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE
TABLE C ON SHEET 6/13
•• FOR BUIIDOUT MOUNT MAXIMUM
SPANS AND PRESSURES, SEE
TABLE C ON SHEET 6/13
SCANNED
BY
St. Lucie County
TABLE A = k
ALLOWABLEBPANSCHEDULE ❑-0
ASTMI ESSENf TFACIL1fIE"G -LY =�
i
PosrtIBE
mHam
PREIMURE
(PBF)
SHUTTER
GPIN
YWGIW aEF.YMTlG11
cRlXIGLAS4
W3TAl1ATI0N9 NSTNUipN4
twAE(WA awAEAWE
GRADE GMGE
IMI I LNI
SV
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1M
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or
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11•
13•
131'
J.1'
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T
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IT
m
60
11'
1?
&'
11•
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11•
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11'
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11'
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11'
1C
BB'
lr
19'
16Y
11'
1P
TABLE I AND 2 NOTE51
f
1. HWHZ: DEFINED AS MU MI-DADE CNUNtt AND BROWMD
TAB LE 3 AND I ROTES:
1. NON-MVNZ: DEFINED AS ALL LOCATIONS 07HERTHM
i
COUNTY FLORIDA.
2. DESIGN PRESSURES SHOWN IN•ACCDRDION SHUTTER SPAN
SCHEDUIE• ABOVE ARE MAXIMUM ALLOWABLE DESIGN
MF ry
2.
MWII-0ADE COUNTY AND BROWARD CDUNT'"MOA
DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN
SCHEDULE' MOVE ME MAXIMUM AUDWABLE DESIGN
E
F
PRESSURES AT EACH RESPECTIVE SHUTTER SPAN.
3. THE 6.8 SYSTEM MY Be MOUNTED WITH THE INSIDE AND
),
PRESSURES AT EA[N RESPECTIVE SHUTTER SPAN.
B
OUTSIDE OF THE SHUTTER BEING REVERSED, MR EXAMPLE:
1(E)
l`
3.
NOSEPAMTION FROM GVSS IS REQUIRED FOR
mRp,TlwaLalmFl
II IS PERMISSIBLE TD MOUNT TO A WOOD OR CONCRETE
1J
INWkU.AnON51N WIND ZONES 17HR000N I OUTSIDE OF
35'233B
BEAM WITH THE BACK OF THE SLAT FACING OUTWARD, FOR THE MVNZ AND OUTSIDE OF ESSEN71M FACILITIES.
THIS CONDITION POSITIVE pIIOWABIE DESIGN PRESSURES
AS NOTED IN TABLE 1ARE IN THE DIRECTION TOWARDS THE
HOST STRUCTURE AND NEGATIVE AUDWABLE DESIGN
`
A,
THE 6.0 SY57EM MAY BE MOUNTED WITH Me INSIDE AND
OUTSIDE SI THE SHUTTER BEING WOOD D.BEAM
CONCRETE
IS PERMISSIBLE TO MOUNT TO A WMD OR CONCRET! BlMf
_
FAIR
F OBI
�
WITH THE BACK OF THE SLAT FACING OUIY/ARI).
PRESSURES ARE AWAY FROM THE HOST STRUCTURE.
S.
LINEAR INTERPOIATION BETWEEN SHUTTER SPANS 15 NOT
A. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS is NOT /L F. `E'
PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICA E PROTEC�I ION PERMITTED. FOR SPANS BETWEENTHOSE INDICATED ABOVE,
THE DESIGN PRESSURES FOR THE Rea HIGHER SPAN SHALL
Me DESIGN PRESSURES FOR THE NM HIGHER SPAN 5NALL BE
�T
BE USED.
I
US •
�ILIII
_GE_N_E_RAL NOTES:
1. THIS SYSTE
2.
3.
4.
5.
6.
7.
B.
9.
10
11
12
16.
17.
10.
19.
20.
21.
22
23.
HEREIN IS GENERIC AND
* Na FE0046S40
Io
r s
._.n •. ATE OF
TOP TRACK
FOR ALL WIND m
I
OPTIONAL z w
PLANS.
)OURWIND as
VIEW
Nr
VG THESE
tt
OR -0 r o
OF Kd 85
FORASPECIFIC =�
W
ON AND SHALL w
� RE a
s
E CONTRRACTOu N
TOWN & COUNTRY INDUSTRIES
FORT LAUDERDAIE FL
MISSILE LEVEL D - HIM ERR, E1996 & E330
TAS 201 202 & 203
FLORIDA PRODUCE APPROVAL NUMBER
SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25
OF THUMBSCREW, PUSH LOCK OR
THE
LOCKING 14ECHANII
TYPICAL PLAN
N.T.S.
BOTTOM TRACK
Y.
i
) OUT WALL O HEAVY 2-LEG WALL O LITE 2-LEG WALL
E. HALF SIZE SCALE HALF SIZE SCALE: HALF SIZE
SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON
655'
��. 1.825• I
SILL
Og SILL ADAPTER
V 5[MLf• HALF SIZE.
SCALE HALF SIZE
f0 'T[5 ]14"
_ 150$U69'6,8
"hAL�SIZE
STARTER
SCALE: HALF SIZE 130,
L Slo'
4noe-
f ZT"
75 6.8 STACIC/CONECTOR SLAT/BLADE
SCALE HALF SIZE
y EXTENDED SILL
[ALE, HALF SIZE
133'
Iq CEILING HEADER/SILL
SCALE: HALF SIZE
I
`, I
I.105'
'TYF nl
9.510•
ip EXTENDED SILL ADAPTOR
SCALE HALF SIZE
16 RADIUS CEILING HEADER/SILL
GALE. HALF SIZE
M
C
0.115'
OLITE HEADER/SILL
SCALE; HALF SIZE
S
.621.l-I--
q,510' R
SILL T2 SCALE,
SILL ADAPTOR
.SI L SIZE ID S L A SITE Lw.
sa 5y Q5 S
3963' a9 9dE '
.341' 1
D,0B0' 0.117 ddd
.060'
er_p. 1
m I UB 681 f
I88 WALL SILL p
II .080• O SCALE: HALF SIZE
mArRiRML6MYP)rl
15-2338
FIDE OEltlOFHOM�
.LIP 93
SIZE
11.125' \
SCALE: HALF SIZE
NYLON Y/ASHEH
OR ALUHRIun
IIIYLON RUSHING
OP T IDII ALI
-�I 14 H 2-3/4' 41GH1 S.S.
INSERTS S,HEW W/
w(0 t E. ULTRACOTE COATOJG
TRACK IT YP TOP L LOT TOM
1 BUSHING W/ WASHER:
)1/2" Iry INIENIUR JORJT TOP
"0 A I" la INTERIOR JOINTHOT T014
.623'
3T5P
2019' R10-24 THUMB
SERF W
Ai
pT i
u
062'
a �JV
20 RECESS SILL FOR USE � \WITH
$C qLE: NALF 512E (5 AND V ONLY
2; SUIDE ROD
SCALE. HALF SIZE
35]'
2]6-
062'.LF
,1Yq' .137'
28 BOX CF_N1ER INSERT ^
SCALE HALF SIZL
1978..
1. q '
.236- 1J10'
m 289
STAINLESS STEEL
ASSEMBLY
32OP HOLE
OSD' I
NYLON
WHEEL
1. 040"
TYR AT EVERY OTHER
WSIDE JOINT AT TOP
22 ROLLER ASSEMBLY
SCALE. HALF SIZE
l/>< 10u3 8.8 CENTER MA UIJIMATF LOCK MALE BOX CENTER FEtdALE BO% CENTER OUT50
`vJ� $Calf HALF SIZE 30 SCALE HALF 56f 3T SCALE. NALF SIZE 32 $Calf HALF $Rf 33 scgLE:
1/16`0 STAINLESS
STEEL iauT
950U' M/16' VIDEHDO'
-� HEAD SITL[ VARI[S
f0 3B THUMB SCREW
17 - Y t SCALE FULL 512E
1 q-ZO�T OR 5/16-18.1
MCWNE SCREW STAINLESS
m - S/16"P INTERNAL J SILU
Lj LUEAIs
-- Rson' tYR. 37 SC SCREW INSERT
k }—}.E05' POWDER COATED, EINC OI[-CAST OSCALE. FULL SIZE
SECTION A
DFUA MAL ggp 38 T—LOCK ADAPTER I znDO' INOUSIHIAL SYSIEEIS � (Dp'(IDNAL) ./
/;5 BOX LUCK SCALe: NALF s¢c O 2X7 AN
\- SCALE UALF SIZE 39
SCALE H
IT OPERATED W ISIDE OR THUM
E6N.
BRASS PUSH LOCK
SCALE HALF SIZE
{1j'S00'
224'
SIZE
125•'
1
ME
ND PEO0g85J9
STATE OF
3q INSIDE CENTER MATE
SCALE: HALF SIZE
NOTE: AITACRKENT SCREWS FOR
END STRIPS SHALL BE ON IDN%
OR PMUPS MINE SCREWS.
HOW-IILm[E<DONLY
]On.
L I.nsn,l
u
.25q•
00c 40D 40c
'T
FNO STRIP 1"
2" & 3" EXT
6 ll1LJ• SCALE,
HALF SIZE
l
15-2338
4
EXISTING GL
TYPICAL PLAN VIEW
SCALE- 3-. T-0"
1/4-20x1 THUMBSCREW INTO
T HREADED MOLE LOCATED LN
1/3 SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER FOR BLADE
USE T WO THUMBSCREWS
ON BLADES X 8-3", ONE LN 1/3 S
A14D ONE AT 2/3 SPAN FROM BO
OF BLADE, TYPICAL. FOR LOCKINI
SHUTTERS, A BRASS PUSH LOCK
MAY BE SUBSTITUTED WHEN US.
CENTERMAIE R29 AS SHOWN, RE
HOLE FOR THUMB SCREW MAY DE
_
13
3
I (INSIDE)
'/jRY.P �\
REP
H...
p
SILL
UI
I p
I
I
O
IA
2
v
i
USE IR tlRA55 PUSH
LOCK OR 1115/1,111
SCREW lop
INl'Ol�
1IBUMBMR1,A
3T1ADEDNTO2
\
AT 14 SPAN TO O
SPAN FROM TOM OF
SHUTTER. RECEIVING
CEI
HOLE 513AL\ BE
HEIGI WID711, UP To TO 1" Q—
\ TYPICAL.
OUTSIDE CORNER CLOSURE
�l OE TAILS
WO/CORNER POSI
NIS
CC2 TYPICAL INSIDE CORNER CLOSURE
DETAILS WO/CORNER POST
N15
EXISTING OLAISS/
I
SILL(INTERIOR)
M 10.062' THICK bp63-T6
UM,. ANGLE I" x 1" MIN,
U 2" x 5" MAX. (ANGLE LEG
LAY BE REVERSED)
FASTENER Co 10" O C (USE ANY
ANCHOR SHOWN Ili ANCHOR v c
SCHEDULE, 1- MIN. EDGE DISTANCE) To
-912 x 1/2' GALVANIZED BOT
OR S.S. SMS. 3/16"0 ALUM
POP RIVET, OR 1/4-20
MACHINE BOLT 6 NUT
@1 10" O,C
IN LOCKING DETAILS FOR
oM CENTER MATES
)3 SHOWN ON RANDOM
WITH DETAILS
IVING
6"
ENO SIRIP BCHEBULE
ti;tFi
m. MIS
M.
�•I�fF
r
tfi•f■CkLSi,
�1�fViH
(OUTSIDE)
yam¶
it y
—
1RNHXo..w Iws"NU9
1WNSxOwtl W[XO61W
ex U
ly. IlA
Hill. alNRUq.
`AB`
Ye1K WItlNCNM ONTXE
.1NCIgN SfIILWIe E tlUvyPleE
Wkw. xuNao tlano[xo
6M0'.
5 13
23 8 19
`1/1-20 THUMBSCREW \ (EXTERIOR)
INTO CENTERMATES 1/3
TO 2/3 SHUTTER SPAN ECEIVING HOU
SMALL BE 3/8"
TOIr REIGMTuf
MULTIPLE SHUTTER ASSEMBLY
SCALE, 3".I' 0
EXISTING GLASS
OI1L YY
(INSIDE)
SILL
%9L11'
vv (OUTSIDE)
USE (t) BOX LOCK AT 113
SPAN TO 213 SPAN FROM
BOTTOM OF SHUTTER
MULTIPLE SHUTTER ASSEMBLY
SCALE, 3" . I'-o"
J
2 FASTENERS
EACH ANGLE
OR P' .
ALUM AIJ14 GLE
THREE 31RI0
ALUM
POP RIVETS
OR
)FREE 01.1 SMS,
TABLE A (m)
PRESSURE KAII/bpXABLE1FNOlN
21
VEF VI
''HO Bjb`
62
13Y
IMP
n
nP
l
02
Or
In'
92
IN-
Mr
102
110•
INP
120
-II0
la
91'
_ Ir
lil•
2W
BY
IN-
3116 R1111 Of
vA-iu rvul x
ALUM.µI
d06 ]-T6
�Le 16tlL
FCP 5
.
6U6L1I i ALUI
A
GLL Irl
ALUM. TUBE
OU3-TU ALLOY
--
C2 CONNE
SEE dBLF_A 'FOR
R SIZE.
\
REFEREN T
SCHEDUL
\�
SPACING-
'
E EFERE
13
SCHEDUL
I
ALTERNATE THRU BOLT
3/tn^c ALUM POP
I
CI CONNECTION TYPE
1'1 RIVET ON x12 SMS`
REFERENCE ANCHOR
(m 1B" 0-C. ITYP 1
�'
FOR MAX.
I
SPACING
-HAY USE MALE OR
FEMALE LOCK -BLAST
J
/
FOR
_ / GLASS
CCb TYPICAL CORNER CLOSURE DETAILS
TITS
AYl KJUI 8Q AX AC/F?/Vqt\�
ABLE B ICCA) ALTERNATE I"no BOLT J AV CNmN�11AN00 „T f
V6 ALL0WABU LENGTH CIS CONNECIIDII TYPE IGBIARM OUI
REFERENCE ARCH UI] w ri
2'A211 B• 3'AITII SCHWULL FOR 14AX. - .,
T
PRESS
ESE
bi
WRN BLD
113'
WRN W0
166•
It
ICT —
IS2•
a2
I01'
Fir
i3
or
13V
BID
9R•
ITT
Im
or
Iw
In
Tr
RIP
a•
w•
f/lo'N ALUM POP
Y FIVESTNER 51'IS
W IB-u c ITYPI
EAC11 ANfiLt
ODLE 1116-0 ALUM
POf RIVIETS ON
1] 1IIRE I. 1$ SML. TYP.
1'a2-v1/tl"
OvB-
ALUM. ANGIE
USE MALE OR FEMALE"
IOCA-ILAJI
CC4 TYPICAL CORNER CLOSURE DETAILS
N1'S
(OUTSIDE)
SIDE CLOSURE OPTIONS
SCALE. 3". P-R'
EXISTING CONCRETE,
BLOCK OR WOOD PRAMWO
EE INSIDE SILL MOUNT SECTION
SCALE3'. 1'- 0"
STRUCTURE
1
W /NUT (9 772...0 C-TIR" .—
N14 5,2?Q,;t:' I, * '
ITYP ICIP-0 OOTTOMI rlmiiw:5-i
-,kf^- • STATE OF
j- \_ ANGLE TO TUBE CONNECTION
6063-T6 ALUM. TUBE
ALTERNATE BUILD OUT MOUNT SECTION
4
tl
J SCALE . 3"+ V- 0'
rg
ACCORDION SHUrIER
PER PRODUCE APPROVAL
W �
=
k
SF
{{{
APPUGBIE ATTOP
AND OR BOTTOM
x
2'0R 3'
E:
L4aaO4
IA
1/2' MIN.
{ C
y
2'X3'.%'X
2.176'
INUOUS 0R 1'9
-/ E
61-T76AWMIRNUUM
1
ANGLE
2'
TO
0.9• MINN. THICK 6061-76
AWMTMCK FASTENED
$ ��
FASTITENED - f
EXISG 3 NSI
TO ANGLE WITH I/4-20
MACMINESCREWSAT3'
i
CONCRETE HOST
FROM ENDS AND 9.0.C.
0B4iPPMMIL6ALNR
;TRUCEURV WITH
FOR THE BALURM
1S'2939
iFO 2-1/2 MIN,
ENDS AN
ENDS OM AHDD
FROM
EXISTING CONCRETE
-
.C. FOR BALANCE
STRUCTURE (3000
FKE OANAImORI
3Y� MIN
P61 MIN)
P51 M
H31=WITH
AND 2% SEE TANLC C FOR
MAX SFAN AND PFFSSURES
EDGE DISTANCE,
93
GGBRED WITH 3'
N. sPAnxG,TYP.O MOUNT
SCALE • NTS
SCALE
1( Q
TL=m
FFJRIAL
U nn u
(AO
GLASS(IR
1�E5TABLE,
Y
F
DINIR
gF 4
UN DOOR
W u N
io
•p2
u
A ITS 11.2
^
J
ME FME R
ST IAMB 2
1'tll YIN,
13 w i O
1'UI WIN
13 l
2011too SOLI WA
SEPARATION
10 GLASS
1 O
XNN
J t ¢ 412 A V 2" SMS.& 12' O.C.
YPARMIN
IO UASS
V'
K
LOLF NUT W 12" O.C. OR
L
EI- W m OR i/16"B ALUM. POP
J
Nil. 112"SMSl 12"OX ES
C'L RIVETS LIM 6"O.C. OR 1/4.0
Y
ON 3/IG"we WFL POP
INwVE IS Ou Ul ES
AM01 ALUM POP RIVETS Cm 12" O.C.
II
OR 114-' ALUM, PUP RIVETS
/
M 11 AND02
P.' U.C. L^S
1
/ 1/4" MA%. FROM PIN ASSEMBLY
1/4
(D ANU IO
GUIDE TO [iUSHMG
1/2
1/_2- T
ASSEMBLY
WASHER(TYP.) 1
/WA
1/!"
V2-TYP EXISTING CONCRETE
BLOCK OR WOOD FRAMINGA.
IT'
/
EDGE
3 CORRECTION T1PE _
REFERENCE ANCHOR
GIST.
/
FDGE SCHEDULE FOR MAX
4 CONNECTION TYPE
/
SPACING AS SHOWN
IM ❑IAGNAM UN PG.
REFERENCE ANCHOR
SCHEDULE FOR MAX
3 CONNECTION TYPE 101
FEFFREIN[E ANCHOR EXISTING CONCRETE,
SPACING. ALT. FASIE
LOCATION. FIIO14T AN
SCHEDULE FOR MAX BLOCK OR WOOD FRAIII14
BACK A14LHORS NOT
SRA CING AL T FASTENER
WITH THIS LOCATION
/
L
®
LOCATION FRUNI AIJO
/ I/4"MAX.fNOM
'Willi 'AMC110146140 1 HEO'D
OIN SIDE MOUNT SECTION
PIN GUIDE
i0
Wllll TIIIS LOCATION
SCALE
. 3"• 1'- 0"
_ BUSHING WASHER OA INSIDE MOUNT SECTION
IIY4.1 SCALE 3 V- 0"
\\� / NOTE 14
/ HE BASE
Y21 I11 I/4
I�TTP BD T01' AMINIMUI
HINIMUM I
EXISTING CONCRETE.
BLOCK OR WOOD FRAMING
EMBED //;,1ECONNEC110NFERENCEANCHOIYPRE
R
/ SCHEDULES S MAX.
IN DIAGRAM
SHOWN
IN DIAGRAM OWED 101
IN AMAAINI
1 NNo�
GLASS
AYEff
ANN
NNR [TAB[ 2NnN
l.lURUOUfl
_1
S. MACHINE
A NUT I.
(((ryI1/4-205
I—yVPA.4T0—J
OuF]CREW
12'(1C
STRUC
0
J4 CONNECTION TYPC UN DOOR -
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING AS SHOW14
IN DIAGRAM ON PG. 10)
NER oF.
O
W/NUI (Y T
014 EMS
(TYP TOT.
0
r
CO BUILD OUT MOUNT SECTION
EXISTRIG CONCRETE, SCALE .3 1'-0-
BLOCK OR WOOD FRAMING
EXISTING
STRUCIURE
4 CORRECTOR TYPE C2 CONNECTION TYPE W/ EXTRUSION 2
T
EMBED O. /
IF REFERENCE ANCHOR rC5 CONNECTION TYPE W/ C%1RUSION SI
GLASSWR Hwy
ORS O Nl. 1]" SE5 �[3 � FIB
3216"0 ALUM T JllN 2U�y
n YPARAIILNgrm—A(
. O 6.
t P YPA
C4 CONNECTION TYPEw
REFERENCE ANCNO
SCHEDULE FOR MA .
"' / 9LOCK OR WUUU EXISTING CONCRE SPACING AS SHOW
_ _ FRAMIIJG BLOCK OR INU C AHII4� <4 CONNECTION TYPE IN DIAGRAM ON PG, 501
OUR 71
r- REFERENCE ANCHOR
Co
I' n .� A-. C4 CONNECTION TYPE R1Y v 1/Y" SMS N" tx^ SPACING E FOR MAX
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T / 8 COMBINATION
11 / COMBINATION
9 / 10 COMBINATION
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SPACING
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9
10
ANCHOR SCHEDULE: CONCRETE (CONT.)
ill "TpPCON BLWRH
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