HomeMy WebLinkAboutSET UP-INSTALLATIONSCANNED
BY
St. Lucie County
6.8 STREAMLINE SHUTTER "
FOR USE WITHIN AND OUTSIDE THE HVHZ '
GENERAL NOTES: 0-� NP PEW4B54 -
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED ]N ACCORDANCE It
WITH THE FLORIDA BUILDING = * A. - -
CODE S10 EDITION ((201777 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE
ZONE, AND THE 3NTERNATIOEVAL BUILDING CODE TIBCIAND INTERNATIONAL RESIDENTIAL [DOE UNLIMITED WIDTH U� �n
I( NCI. THIS SYSTEM MEET$ MISSILE lEVF1'D' AN INCLUDES ESSENTIAL FACILITIES AS DEFINED W STATE OF Y
ASTM E1996.09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION PL M
2. POSITWE AND NEGATIVE DESIGN PRESSURES CALCULATED FORUSE WITH THIS SYSTEM SHALL BELVcF!�!i�^..' • API
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE_WITH THE GOYEIRNING CODE. PRESSURE - /UwCF ` 5?iA
3. TCSTINGWASCONDUCTEDINA¢UHUANCtwUn lAs agave ma ww nau�uaae c.aw I V �sa� p
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM PRESSURES 0 DED Y A 1.5 Z 5 SN
S. THIS r6fEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REp{UFSlltED FOR ALL WIND W H
C ERETERIA IS NDEPENDENTTLY ROO ED BY -THE AUTHO RY HAVING 3URISTICT10N OPTIONAL W 3r�
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED iN THE DESIGN OF THESE PRODUCTS. WIND IS. W
LOAD DURATION
EW_TIE�NADS EE
7. DERMNTHPSITIVEANDNGAVDGLO7DUSANCHOR DESIGN.
THESE mp M O
B. SHE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
9. THESE INSTALLATION I!@ RL C IONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
_..... --. __-.-. ...,..�cc,.... ..Tco me Euc eeuP
10.
11. ANY MOWFIC4TION5 OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS.
L2. WHEN THE SITECONDITIONS DEVIATE FLOMTHESE APPROVALDOCTIMENT 4 EBUl�1NG
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY IABtUW W1 I n I ne TUUAIWInu WuvuAVn
INFORMATION: TOWN & COUNTRY INDUSTRIES
FORT LAUDERUAIE FL
MISSILE LEVELIS 20A1T202 @ Z�3E1996 & E330
FLORIDA PRODUCE APPROVAL NUMBER
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM FY OF 25
K.S.I.
15, ALL BOLTS AND WASHW TIXRUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A
MINIMUM TENSILE STRENGTH OF 6D K.S.I., U.O.N. POP RIVETS SMALL BE 1/4.0 OR 3/16.0 5052
ALUM. ALLOY.
16. BOX LOMCK AT CESMALL NTER HAVE
OR SIDECLOSURE.E`HAwSM CONSISTING OF THUMBSCREW, PUSH LOCK OR
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.
18. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS.
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10%
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH.
21. ALL STEEL IN CONTACT WITH ALUMINUM SMALL BE PAINTED OR PLATED.
22. SHUTTER MAY BE INSTALLED WITH UP TO (21 ADDITIONAL BLADES OF $IAIX.
23. SEALANT SHALLBE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE.
TABLE 1:
ACCORDION SHUTTER
SPAN SCHEDULE
SHHOTIM
INASITNE
DESIGN
PRESSURE
NEGATVE
OESTON
PRESSURE
I IPS9
SPAN
(PSFI
12
ISO
IN
ea
rD
rD
12W
BO
63
I",
u
40
TABLE 1 NOTES:
1. DESIGN PRESSURES SHOWN IN 'ACCORDION
SHUTTER SPAN SCHEDULE' ABOVE ARE
MAXIMUM ALLOWABLE DESIGN PPFSAIRE9
AT FA121 AESPECIIVE SHUTIERSPAN.
2. LINEAR INTERPoIATION OETWEIN SHUTIER
SPANS IS THOSE IMIITED. iD BSPANS
DESIGN MXOSEES FOR OABOVE,THE
DESIGN f4U35UP15 FOR THE NFMMIGHER
SPAN SHALL BE US®. .
Qlaor
HURRICANE PROTECTION
HTT•3
TABLE 2:
3 MECHANISM, SEE .
'PICAL PLAN ISMS
TYPICAL ACCORDION
3 SHUTTER ELEVATION
3 N.T.S. EXIERIOREIEV
MINIMUM SEPARATION FROM GLASS
HVHZ
NON-HVHZ ESSENTIAL
FACILITIES
SHUTTER
9PAN
INSTALLATIONS
530 ABOVE
GRADE
INSTALLATIONS
a30`ABOVE
GRADE
INSTALLATIONS
53U ABOVE
GRADE
INSTALLATIONS
>301ASOVE
GRADE
727
2-1/4'
1-618-
2-3B-
1-w
99'
&12-
1-718'
3w
1.7AY
120'
44/8'
T
4-U4"
2-
1/4"
4-7/8-
2'
6-
2'
TABLE 2 NOTESt
1. NVN:DEFINED AS MWgI-DADE WUHW AND FROWARD COUNTYPLORH)k
Z. ONk NZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-0ADE CDUNIT AND BROWARD COUNTY
3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
ZONES I THROUGH 4 OUTSIDE OF THE HVHZ, PROVIDED THAT SHUTTER HAS A
MINIMUM SPAN OF AT LEAST 30'.
4. INSTALLATIONS IN WOOD ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS MAN 30- SHALL
HAVE 2-2/F" MNIMUM SEPARATION FROM GLASS WHEN 5 3P ABOVE GRADE, AND 1-51W WHEN 130'
ABUVEG E.
5. LINEAR INTERPOIATON BETWEEN STARTOt SPANS IS NOT PERMITTED, FOR SPANS BETWEEN THOSE
INDICATED ABOVE, THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPIN SHALL SE USED.
6. SEPARATION FOR GIASS OUTSIDE OF ME HVHZ HAS BEEN DETERF9NED IN ACCORDANCE WITH AS1N
E1996-09. -
A
D]-1.655'-
OW
�. Y
0.10s n
OJBI'
n SILL
t�......�� SCALE. HALF SIZE
a.]53•
4.51D
OH•
NOTE: THICKNESS OF BAPS
METN..W/O-0AIHfai0.039'�-�
IS 6.BREAMIJNESTACKE,
SCALE. HALF SIZE Y,ai
yT 4.8)4'
g 0.125•
BUILL), I1WALL.
scALE+HntP-sz
Og SILL ADAPTER
SCALE. HALF SIZE
0.061. OASP It,'r— 0.000' �TF NO PE004f
—1.831 O.CW ly- _v;
--r_ 0.080' 0.0�
LL T.
O.fiJO' .'1 O.O6Z'w 1.993' 1.900C�•'�OOIpP.
p,p6p 0.0]0' n O.,6._ 2.0x0' AFf OF
MCI) At
I 1 0 630•
069'-I }—}0.9]s I �0.9Fs{ 0.143' q
4��
",IrHI
300' C_a 0' / if NY 0.630' II II 0.00 ��L� 2SUPPORT LEG OPTIONAL-4 U2201 .s.p6,V Lp1
OSSTREAMLINE CALE: HALF SIZE (LING TRACK O4 SCALE: HALrF SIZEALL TRACK O SEA EYHAHEAVEAD ZR SILL O LITE LHEADER/SILL
Og EXTENDED SILL
SCALE: HALF SIZE
o.ws
---z.l9s 111.1ao• _ W_$a
8 {j O.lOS � j � Z.3fi2•--i. . MEE4.84' 9'
f
��
E'1 n y`���I
�4.510• —I 4 3,rA�_____________�1 BME�SALW/OP WE;MD3
ID EXTENDED SILL ADAPTOR II ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE �O.
SCALE: HALF SIZE SCALE! HALF SIZE SCALE: HALF SIZE CIF
CASE- 1. rOA]]•
0.343'� O.14]"if0,143' 0.59D'
d0W 0.096' 1
_T C.115'
D' 0.096•
HO.IeO•
It
0.682'o.fil0' OAW'+
I ---1.6x5
J 0.693'
xa2x' 1- 0.4x0'
"
16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER 78 WALL SILL CLIP
SCALE HALP SZE SCALE-HALRSLCE SCALE! HALF SIZE
WALL SILL
SCALE- HALF SIZE
F2E
p �}oazs
tl
1,
ig ANGLE
SCALE HALF SIZE
H 0.x50•
0.61w STAINLESS STEEL
ASSEMBLY
0.320.0 HOLE
0.800 NYLON
0.05 • WHEEL
I.LW-1 }0240'
IYP. AT EVERY OTHER
ENSIDE-JOINTAT-TOP,_
22 OLLER LFS
SCAIE- nPIF-SIZE
Rp.SW �4.00w
0.500 cc A 0.089' m
x.zw
o.zs0• I
0.1� .� ro.xz4•
0.06w
—x.J50•--i
RAINGUARD 2g DECORATIVE FLOOR TRACK
SCALE' HALF SIZE SCALE HALF SRE
l3/l6•WmEJ
}--j CAW' ii I.1fiT
r r— --
ti p.,]5•
� � o.lea•
1— TrA.
[[�� d�app ll T}p`` SECTION A
INDUSTRIRLESYSPEMS
35 BOX LOCK
SCALE: HALF SIZE
T
o.xs0• o
1
3g 2X7 ANGLE
SCALE HALF SIZE
1.9so•
0. Sw
O0•
O.BJO' .J5
HOUSING-ZTNc Olwr,wwplxmnao 24 BUSHING ASSEMBLY DETAIL
NOTE: MAY BE KEY OFFIUlFD g1I51pE SCALE HALF SIZE
OR KEY/THUMB TVRTLOPEA MINSIDE.
23 6RASH�LO-
SCALE. HALF-SIZE
J/16•BSTAINISS
SLEEL NUT
30
PoWpERCOAlF11, SING pIEiIGT
5/16'p INTERNAL
TNRFAp
36 =LOCK AOA2TER
31 T—SCREW INSERT
—
SCALE FULL SIZE
SCALE HALjL
SCALE HALF SIZE
"j� o.oso•
axxr
y a.0as
fi o.oes•
20 LT.,-1"ENO SIRIPJ'
SCAIEHALF SIZE �"
T
5/16-18M MAMNE SCREW
STAINLESS STEEL
HEAP STYLEVARIES
3g THUMB SCREW
SCALE: FULL SRE
Iss.
:633'x
9 o.lxs
1 0.093'
2I I.5"x3"z0.093" ANGLE y5L2"x3"xO.125" ANGLE
SCALE. HALF SIZE SCALE: HALF SIZE
OJ5J'
U.ZJ6'
0.591'
�0.062'-I�
�OAW-T-1 r0.13T
26 BOX CENTER INSERT
STALE NALF SEZC
xs4• 40p 406 40
FN0 STRIP T"
2" & 3" EXT
SCALE'. HALF SIZE
11
GUZ NO
. ANGLE
LEG 0 PECRON
(IMERIOR)
- --3
FUSE (1) BRASS PUSH LOCH OR III
(EKTERIOR)
5/16-18 xUMB SCREW INTO THREADED
INSEM QAT1/3 SPAN TO 213 SPAN
SHUTTER.
RHDODiF
TYPICAL PLAN NEW
sxAuBOTTOM
e/w1DTNEuaioG
SCALE 3-.V-0"
VMIGM-
lDC1UNG DETAILS FOR
CENIFR MALES
SHOWN ON RANDOM
�L
B. ` t3
DETAILS
OR I
O2
BUT
RECE
3/B"
I" HE
TYPICAL OUTSIDE CORNER CLOSURE
CC1 DETAILS WO/CORNER POST
NITS
TYPICAL IN51DE CORNER CLOSURE
CC2 .DF_TAILS WO/CORNER POST
NTS
ANGLE 1" X 1' MIN.
MIT
SHE,
-f fMAX.I Willi 31
FASTENANGLETOW/
(2 t10x1'SCREWS AT AT
PTTTAAC`' '..O GR S AIRIER W/D
•12X 1/2- GALVANIHD OR
S.S. SMS 3/16.OALIOLPOP
0— OA 1/4-20 MACHINE
BOLT A NM OI LB-O.C.
-AMTRACK W/
SCREW BOSSES.
SEE ENO STRIP
SCNEOULEWRMAK-
il;
��EEEE
SPAN WHEN USING
M'40a, 40BOR,Kc,
Yy aa
p
I/7"
OR6.BSTARTER
25.
v~ia tf
�,e�
99r�
x
Y
pK.
WITH 21 OR
d
a�C
USE l�TE
S1FlP 10S'A
20 PNONOE CIOSURC
��
Z
TOR
FO
KUII➢INC CONOIRON6,
FASTEN STARTER SIRIP
g�
TO TRACK W/III tl10aP
SCREWS AT CORNER. TOP
y
a
ALTERNATE END STRIP DETAIL
A BOTTOM
ANY TRACK W/SCREW
SCALE .3 V-0"
' BUSSES.
EXISTING
(INSIDE)
215 (OUTSIDE)
USE III BOX LOCK AT 1/3
SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
MULTIPLE SHUTTER ASSEMBLY
SCALE. 3- • 1'-0"
4
I
2 FASTENERS
EACH ANGLE —
I" . 2"x 118'
OR 2- x 2- x 1/3'
ALUM.ANGLE
—
THREE 3/16"B ALUM.
POP RIVETS OR
THREE 012 EMS, TYP
TABLE A(m)
PA(SAMf K NLUDCWA&F
LEN6lHUg
PSF
TNuoYFIO
N^BIO
61
IIT
ter
n
111•
IA'
IT
LY
Im
W
nr
16r
OL
117
IR
ID
10r
w
150
9T
UI'
N
114'
3116 RIVET OR MI2 SMS
10" 0 C. OR 1/4-2Q
NU d BOLT 1TYP.1
ALUM. TUM—
fi0fi!-T6 ALLOY
SEE TABIF R FOR SIZE.
v x2" r 00' 6063-T6
ALUM. ANGLE. TYP j
\\
C1 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
/
SPACING
A063 TUBE
.'
l—
606]-T6 ALLOY
SEE TdBLL6 FOR SIZE.
'•
-
M
•
I
ALTERNATE THIRD BOLT
Cl CONNECRON TYPE
REFERENCE ANCHOR
-
SCHEDULE FOR MAX
13
I
�•• �I
SPACING
II
III
I
GLASS
tl
\ DR DOOR -
3/16-m ALUM, POP
`
012 MS
>I�. il./
4(r(gNA)
CA 18TU.C. ITVPOR
MAY USE MALE OR
.MAY
�
I
LOCH-SLAT
O
ALTERNATE TXRU OULi
C5 CONNECTION TYPE
C1 CONNECTION TYPE
CC3 TYPICAL CORNER CLOSURE
DETAILS REFERENCE ANCHOR
SCHEDULE FOR MAX
REFERENCE ANCHOR
SCHEDULE FOR MAX
v15
SPACING
EXISTING HOST-
STRUCI ORE
TABLE B (m)
PPE66LEE
KAIII1/A/EB``VAeI£L33ENGIHry�B'
Re,
n2 M4'O
WRMms
62
LY
n
Br
va,
Il
101'
Mr
MT
62
9A
T
In
w
IGr
ID
6T
or
0
2r
UV
UN
sr
sr
T UM. POP
RIVET OR
IM2 EMS
0 1B" O.0 ITYP.1
2 FASTENERS
EACH ANGLE
THREE 3116"0 ALUM.
POP RIVETS OR
1l THREE R12 SMS• TYP
1- x 2- x 1/8-
OR2 A2'xTIE'
ALUM.ANGLE
USE MALE OR FEMALE
LOCK -SLAT'
CCA TYPICAL CORNER CLOSURE DETAILS
ITS
EDGE DISTANCE
ALUM TUBE TYP y
dd
L
2"x5"x 118"
x CONTINUOUS
ALUMINUM ANGLE
OPTIONAL ANGLE
ORIENTATION TYP.
ttq x v2" GAL VAMZEDD (OUTSIDE)
ON s s. sn5. 3na-m Awn SIDE CLOSURE OPTIONS
POP RIVET. oR 1"-20
MACHINE BOLT L NUT SCALE: 3' a T-O"
0 18" OC
HOST
B 14 SINS IS 6. O.0
ITYP. TOP 6 BOTTOM)
�-lr tt x3/4• SMS 0 9" OC.
j ANGLE TO TUBE CONNECTION
2" x 1 x 125-
6063-T6 ALUM TUBE
Cb ALTERNATE BUILD OUT MOUNT SECTION
SCALE • 3-- P- 0-
0
imp
D
�
i-
N ATS.
I^
ONE
CLASS 2
%
O2m
OR DOOR
E
oM1H
uM
EE INSIDE SILL MOUNT SECTION
SCALE :3-x 1'- 0-
O
Oj
SPACING V�
°
p
CI CONNECTION TYPE
GLASS
w"w^ CLASS
w REFERENCE ANCHOI
OR DOOR
N Y OR DOOR—
H a SCHEDULE FOR nA2.
u
FI.R.
N SPACING
MN
i
i S
Nm
WIN
1J
CLASS
WF,A
1/4..20 THOU BOLT W/
CLASS
dt¢Q
N14X 1/P ENS 012" O.C.
!P PEATI�ry
%w aF �
LOCK NUT 0 12" O C OR
CPARATI
E I-w
F OR 3/16"0 ALUM POP
TABLE 2
a w o L
/1/2'SMS 012-OC E.S.
EF
iH
RIVETS06"O.0 ORl/4"O
£ N w o
P
OR 3/16"0 ALUM, POP
T
ALUM POP RIVETS 0 R" 0C
a
RIVETS G 6" CIE E.S.
�
\
jD
VI
1 AND 3
OO1/4"
1/C'0 ALUM. POP RIVEM112-1/2
MAX FROM PIN
@ 12" O.C. C.S.
" MAX. FROPI PIN ASSEMBLY
1/2"
TYP.
GUIDET66JSAIFG
ANO 10ID
O BUSHING
WASHERITYP1
ASSEMBLSHER
ITYP.I
EXISTING CONCRETE. 2R.
GLASS
J CONNECTION TYPE OR DOOR -
BLOCK OR WOOD FRAMING
EDGE
REFERENCE ANCHOR4
DIST
SCHEDULE FOR MAXREFERENCE
CONNECTION TYPE
ANCHOR6PACING
SCHEDULE FOR MAX.
SPACING AS SHOWN
YPE IN DIAGRAM ON PG. 9
0 '-^
REFERENCE ANCHOR EXISTING CONCRETE.
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING
E PAC114G ALT FASTENER
Cl CONNECTION TYPE
\
LOCATION. FRONT AND
BACK ANCHORS NOT RED
O INSIDE
REF f PENCE ANCHOR
MOUNT SECTION SCHEDULE FOR MAX.
vP
MAX FROM
WITH THIS LOCATION
SCALE:3"=
1'- 0"
SPACING
PIN GWDE
Busxlxc
IO
wpsHER
OINSIDE MOUNT SECTION
M:+ G AS,
I livo.l SCALE: 3"=l'-0" EXISTING CONCRETE, /!—I SPACING
/ BLOCK OR WOOD FRAMINTI EMBED.
CD BCIALD OUT t MOUNT SECTION
�� TYP BOTTOM EXISTING CONCRETE,
BLOCK OR WOOD FRAMING
EDGE DIST EXISTING
NOTE. FOR DETAILS A, B. D, AND EON THIS SHEET, 4 CONNECTION TYPE EMBED �SRUGdUN�'_�E
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR
WITH 1/4" GAPS. PROVIDED THAT EACH SECTION HAS w ED SCHEDULE FOR MAX..
A MINIMUM OF TWO SETS OF ANCHORS AND IS A eOE� 5 5 SPACING
MINIMUM OF 12' LONG, THE SILL OR CEILING TRACK
USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 IS
OVCR THE GAPS BETWEEN SECTIONS.
OR DO
w
OR OR GLASS 1° ~ IIjIw�
MII [ t/2' SMS LN 12 5EPARAII0 N 2,
O.C. OR 3/16"B ALUM, PLR o0a
w]� POP RIVETS 96"0.0 TABLEj� O21' DL
OR 1/4"0 ALUM. POP a p a OC
�20x� RIVETS P 12"0C E uE.
MN CLASS_ 0 a
SEPARATIONW D A F
ttVRE.
TABLEx OANDOB114 aqua GUIDE TO
UbMINUN
t/440 5.5. MACH £ A ASSfMBLv 1/2" GUIOF TO BUSHINGSCREW B NUT (d u0 1/2"P,. WASHER ITYP.I12" 0 C.6 AS
OR DOOL SS " MAX. FROM PRI - A CUNNEC110N TYPE
EIU BU5111NGSHER ITYRI E GE REFERENCE ANCHOR
SCHEDULE FOR MAX
5i1NB CONCRETE. UI6T. SPACING A55110WN
R OR w000 EXISTING CONCRETE, 4 CONNECTION TTPE Iry DIAGRAM ON PG 9
MING BLOCK OR WOOD FRAMING REFERENCE ANCHOR
OR SCHEDULE FOR MA%
3- = Ih.- COOT.CONNECTION TYPE #12 % 1/2" SMS 0 12" SPACING ALT. FASTENER
63-T6 ALUM. ANGERENCE ANCHOR O.0 OR 3/16"0 ALUM. LOCATION FRONT AND
AV BC REVfRSEDEDULE FOR MAX. POP RIVETS 0 6" OS. BACK ANCHORS NOT RECI DY BE REVERSED1ACING OR 1/4"O ALUM POP WITH THIS LOCATIDN
OWAIL MOUNT SECTIORIVETS CO T2• OC. O CEILING / INSIDE MOUNT SECTION
D N E
SCALE : 3": 1'- O" SCALE : 3"- 1' 0"
ON
8
WASHER
EXISTING CONCRETE,
BLOCK OR WOOD FRAMING
flm
6
MN GLASS
GLASS SCPAAnTON Z w
OR DOOR MR TABLE 1300
wC.
M
- =aZ
5 X.A
I
I axw
x
u"
I
I
�N
TO
Y
A Du
I 11 TWO 1/4-0 WOOD
T• INTO CENTER OF 2X STUDS
EHB. SME E, MIDSPAN BETWEEN
STUDS FOR TRACK TO T' µ 4"
PLYWDODt TUBE CONNECTION
STUCCO FINISH I-N 4" 125`
6063-Tfi ALUM TUBE
THIS DETAIL To
BE USEO WHEN STUD SPACIND
EXCECOS THE MAX. ALLOWABLE ANCHOR SPAOrvO.
OWALL MOUNT SECTIO ITHIS DETAIL nnY
SCALE, 3-e T- 0- AL50 BE USED
AT TOP
ACCORDION SHUETFR
PER PRODUCT APPROVAL
APPLICABLE ATTOP
AND/ORBUTTOM
II�2. OR 3'EII
3KIM.
F I
2'i 3'11115'i CON11N000S OR OR Y—
I�
0
j o MN 455
Z P SEPARATION
M PER TABLE 2
1x a
a A
Z M
-2 1
ANGLE FASTENED TO // MACl11NE SCREWSAT 3•F0.0M ENDS
EXISTING 3 N51 CONCRETE) AND A O.C. WA THE GAUWCE
HOST STRUCTURE 6TITH
Y'0 ELLOULIZONS AT EXISTING CONCRETE HOST
3'fPOM ENDS AND I' O.C. MEN. STRUCTURE E3000 PSI MIN)
FOR BALANCE WITH I%' MAN DESIGN LOAD AT 5'-0- MAX SPAM:
MIN EHBEDME DISTAN $" EXISTING [O BLOCK
O E.
MMED INTTH 3ANCE 063 P.S.F. HOLLOW BLO[K OR
STAGGEf1ED WfTH 3- HIM xev. DESIGN IAAD AT 6'-('MP](SPAN: WOOD FRAMING. SfE
SPACING.TYP. s52 P.S.F. AN[HOR 5C
OE OF')
HD UUILDOSUT MOUNT STRUCTURE
TYPRE
SCnLE ANTS
ICTUR
ODECORATIVE FLOOR TRACK DETAIL
SCALE: 3 1'- O'
OWALL MOUNT SILL DETAIL
SCALE , 3'. V- 0""
EXISTING WOOD IG.0431
TRU55 RAFTER
rlT11BUM�A,'.'.FRCM
A
(ID 34-MA%. D.C.
-1EXISTING
FINISH
MATERIAL
. PIN GUIDE
WASHER MYP 1
3- µ 5' P 1/0` 6063-T6G
ALUM. ANGLE W/ TIIPCE
1/4-TILE ITYP.1
114-0 WOODLAG
Y w
FWISHMATERIAL
SCREWS WITH i-3/4"
3/L'PLYWOOD
MINIMUM THREADED
WOODLA
PENE-1",
56
A32S GRADE THRUBOLT T`O.C.
CO
EACH R.FTEvu
EACH RAFTER OF TRUSS.
DR 5/16'0 A335 GRAD[ 1HRU MOLT EA II- D L
24- D.0 MAX WHERE
GALV DP 5.5
ANGLE EXTENDS BEYOND
1/1.0 ELCO ULTRACON TO CONCRETE/CMU
LAST TRU55 MORE THAN
_
5.0.0 W/1-1/4' MIN. EM3.
6•, EXTEND ANGLE TO
NEXT TRUSS.
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W
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ANCHORNOTES:
A
( �IE 0.vy
1. SPANS AND LOADS SHOWN HERE ARE Fart DETERMINING ANCHOR SPACING
yqa
M
ONLY. ALLOWABLE SEE SHUTTER FO R SPANS R 5MCIFIC LOADS MUST BE
LIMITED TO HIUSE SHOWN IN TABLE I(P)1).
Y
FMi
8A8A
D!
L ENTER ANCHOR SCHEDULE BASED ON THE EKISIIG STRUCTURE MATERIAL,
is
RI
MOOR ME AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR
EpUALID NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
y6q
THAN OR EGUALTO SHUTTER SPAN.
I�
3. SEE MOUNTING SECTION DETACSFOR IDENTIFICATION OF CONNECTION THE.
3
C EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE
SCHEDULE FOR PROPER
S
BLOCK OR WOOD FRAMING REFERENCE MOOR
ANCHORTTPE BASEDOMTYFE OFFASILNG SIRUCNPE AND APPROPPNTE
�
SEE CONNECTION DUAILE FORIOENPPCADON OF
CONNECTITIONjOM ME.
LLCQ"�
5. ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NOWCRACKED CONCRETE
E�A\L6
ONLY.
�T
6. THE CONTRACTOR IS RESPONSIBIETO ENSURE THEANCHORS ARE INSTALLED
LENGRIIS SHCE WITH HALL E AS NOTMANUFACTURERSO 00 NOT INCLUDE STUCCO OR OTHER
PNISHES.
]• ONS
VARY. REM VVERE �6TT THATFAFSIENEASS WOODFRAMING,
EINITON ADEOIIATE WOW FRAMGING ING
SIDEEUotNO PEQSW. FASTENING TO PLYWOOD ACCEPTABLE ONLY WR
U. SHALL BE UOMTTE01 FASTEN TO
OF NOMINAL 3� A' (�N))WOOD SSUD.,V-
EDGE DISTANCE
PISAAN CAED OR LEFORR WOOD MUM LAG SCREWS SH"AVA�
9. BASE AND MAY HAVE EITHER A PAN HFADITRUSSMF U01 WATERS IN
HEAD (SIGMALK BOLT), U.O.N.
® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACffiTABIE RISES.
• DESIGNATES ANCHORS "IC H A REMOVABLE BY REMOVING MACHINE SCREW,
NUT OR WASHER WINGNIT.
IL MINIMUMCONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
I2 WHEN ANCHORING TO HOLLOW BLOCK SOS GALLS SHOULD NOT BE USED TO
�N RIEMTE SCABS TO HOLLOW BLOCK IMPACT ORIELS BE USEOTO WSCALL
9