HomeMy WebLinkAbout0704-0263- ACCORDION SHUTTERS3.745 a
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SCALE: HALF SIZE O �`*
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SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE GENERAL NOTES: .
2.300 1.. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM DESIGNED
2.655 2.195 4.603 AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 AND THE
4.140 SBCCI TEST STANDARD FOR DETERMINING IMPACT RESISTANCE FROM WINDBORNE
1.825 DEBRIS, SSTD 12-99.
258 297 2. THIS SHUTTER SYSTEM HAS BEEN SUCCESSFULLY TESTED FOR LARGE MISSILE
1.563 ..030R 054
588 IMPACT RESISTANCE AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH
484 0 + SBCCI, SSTD 12-99 AND ASTM E330. . .
6" 0 3. REFERENCE THE APPROPRIATE DESIGN LOAD TABLES BASED ON THE GOVERNING CODE
.600 N AND WIND VELOCITY TO DETERMINE THE DESIGN LOAD TO USE WHEN REFERENCING
O TYP. SLAT THESE DOCUMENTS. NO LOAD REDUCTION OR ALLOWABLE STRESS INCREASE WAS
SCALE: HALF SIZE USED IN THE PREPARATION OF THESE'DOCUMENTS.
0 400 F9O
30.225` 4. THESE PRODUCT .EVALUATION DOCUMENTS .ARE PREPARED BY THE PRODUCT
ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR
a 105 043 A SPECIFIC SITE.
�" 105 1.230 .150R 314 .325 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23
LTYP. i TYP. OF THE FLORIDA ADMINISTRATIVE CODE.
.875 3.635 .022
4510 .069 6. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE
.1
2.300 .625 CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM, THE CONDITIONS
-�.250 DETAILED'HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS
CAPABLE OF SUPPORTING THE LOADS.
OBASE SILL O BASE TRACK O STARTER 7. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 8. WHERE THE CONTRACTOR OR THE BUILDING OFFICIAL REQUIRES DOCUMENTS FOR ��.
4.510 o §320"'0
AILESS STEEL 1.950 SITE SPECIFIC APPLICATION, THESE DOCUMENTS SHALL BE PREPARED BY A FLORIDA"
4.102 0 .125 TYP: SEMBLY 2B0 REGISTERED ENGINEER OR ARCHITECT FOR SAID APPLICATION. = +
N I I O
227 " HOLE m 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMEI3`f
.054 o c p _ SITE SPECIFIC DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED EN•G. E f_;'
ao o w 'I - OR ARCHITECT. IF THE DEVIATING SITE SPECIFIC DOCUMENTS ARE PREPAR'13
5.00 MAX. o �o �n .050 •:R
ALT. SLAT N o A DELEGATED FLORIDA REGISTERED ENGINEER OR ARCHITECT SAID DOCUNjE S;-:r.
9 voiles m SHALI BEAR THE DATE SIGNATURE, AND ORIGINAL SEAL OP THE DELEC*A D!,:;SCALE: HALF SIZE 11 ANGLE 05p„NYLON w � 4 ENGINEER OR ARCHITECT AND SHALL BE SUBMITTED TO THE PRODUCT Eqq1.110O SCALE: 3" = 1' - 0" WHEEL �I FOR REVIEW.1.110 1 12 10. WHERE COMPLIANCE WITH SSTD 12-99 IS REQUIRED, PANELS SHALL BE PERMAI
1.048 4 4 240' +1-------� LABELED WITH A MINIMUM OF ONE LABEL PER OPENING OR A CERTIFICF� : sT
750 COMPLIANCE SHALL BE PROVIDED BY THE MANUFACTURER AND INSTALLER.:: E*
200 1.084 0.443 0.4 3 TYP. AT EVERY OTHER LABELS ARE USED, THE LABEL SHALL READ AS FOLLOWS:`
MIN. �•-- - - INSIDE JOINT AT TOP. 870
TOWN &COUNTRY INDUSTRIES INC
0 MALE/FEMALE LOCK
SCALE: HALF SIZE
#14 x 2-3/4"=
410 HT S.S. SCREW
W/ A JS500
PLATING OR
EQUIVALENT
8
05 ' MALE/FEMALE LOCK
SCALE: HALF SIZE
ALUMINUM OR
NYLON WASHER
(NYLON BUSHING
OPTIONAL)
(TYP. TOP & LNYLON BUSHING W/ WASHER:
BOTTOM) 7/16"0 x 1/2" @ INTERIOR JOINT TOP
7/16"0 x 1" @ INTERIOR JOINT BOTTOM
EITHER CAN BE USED ON EXTERIOR
14 BUSHING ASSEMBLY DETAIL
SCALE: HALF SIZE
ASSEMBLY BRASS PUSH LOCK
0 @ROLLERSSTD
FT. LAUDERDALE, FL rf�
12-99 LARGE MISSILE IMPACT RESISTANT13
SCALE: HALF SIZE SCALE: HALF SIZE
N
11.
ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMB,SCREW';:;;
0
2.655
OR .PUSH LOCK AT CENTER OR SIDE CLOSURE.
--__
_-- _-- EBB----
- - --
--- - - --
12.
STORM SHUTTERS HAVE BEEN TESTED TO THE MAXIMUM SPANS AND LOADS N
SHOWN ON THESE DRAWINGS. DESIGN IS BASED ON CONSTRUCTION TESTING.
0.510
CORPORATION (C.T.C.) TEST REPORTS No. 96-016, No. 98-017, No. 98-017R, No. 98-057. 41
99-045 AND No. 00-051. Q
0.060
13.
ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N.
.o
0
Ln
14.
ALL SCREWS AND BOLTS TO BE 2024-T4 ALUMINUM ALLOY, STAINLESS STEEL,
m
0%
o
N
0.105
m
OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N.
N
N
m
N
POP RIVETS TO BE 3/16"0, 5052 ALUM. ALLOY, U.O.N.
N
11 0.831 0 621
N
0.105
15.
16.
TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.
THE PERMIT HOLDER SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE
COMMENCING WITH THE WORK. m
1.985Ir
2.1954
?."510 �,
17.
THE 6.8 & HR ACCORDION SHUTTERS MAY BE MOUNTED WITH THE INSIDE AND Q
lo
OUTSIDE OF SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE -4
TO MOUNT EXTRUSIONS ON INSIDE OF WOOD OR CONCRETE BEAM WITH BACK Or -
8ADJUSTABLE SILL 1 g ADJUSTABLE SILL BASE
SCALE: HALF SIZE SCALE: HALF SIZE
SLAT FACING OUTSIDE.
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EXISTING GLASS
FASTENER @ 18" O.C. EXISTING GLASS
(USE ANY ANCHOR SHOWN 1-1/2"
IN ANCHOR SCHEDULE).: MIN..
vz� SILL "
I
m
ALT. DIRECTIO •"
OF ANGLE LEG. nI
r
8 MIN. 0.093" THICK 6063-T6 10 10a
7ALUM. ANGLE 1" x 1" MIN. O9 O7 C
TO 2". x 5" MAX.
10a 10 FASTENER (al 18" 0 C
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10 10a (USE ANY ANCHOR SHOWN /
IN ANCHOR SCHEDULE). 1/4-20 THUMBSCREW INTO L O
BRASS PUSH LOCK 13
THREADED HOLE OF FRONT PIECE AND. INTO (SEE TYPICAL PLAN IEW d`
Ln
6.80" (TYP:) LOCKING MECHANISM (1/4-20 #12 x 1/2" GALVANIZED• . RECEIVING. HOLE OF REAR PIECE (SEE TYPICAL FOR REQUIREMENTS)
L THUMBSCREW OR BRASS PUSH OR S.S. SMS, 3/16"0 ALUM. PLAN VIEW FOR REQUIREMENTS)
LOCK, SEE MULTIPLE SHUTTER POP RIVET, OR 1/4-20
ASSEMBLY DETAIL FOR TYPE CHOICE) MACHINE BOLT & NUT•. MULTIPLE SHUTTER ASSEMBLY
LOCATED AT'1/3 TO 2/3 DISTANCE @ 18" O.C. SCALE: 3"=.1'-O" -
TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER FOR BLADES 2 FASTENERS
SCALE: 3" = 1'-0" 5 8'-3". USE TWO THUMBSCREWS EACH ANGLE 2" x 2" x 1/8" ALUM.
ON BLADES > 8'-3", ONE AT 1/3 TUBE 6063-T6 ALLOY
AND ONE AT 2/3 FROM BOTTOM
OF BLADE, TYPICAL. FOR LOCKING 1" x 2 x 1/8" OR
SHUTTERS, A BRASS PUSH LOCK 2" x 2" x 1/8"
MAY BE SUBSTITUTED ALUM. ANGLE o
VARIES - NO LIMIT
NOTE:
OP TRACK STARTER 8 LOCATION MUST BE ADJUSTED
TO INSURE ULL DEPLOYMENT OF SHUTTER
AND COMPLETE -INTERLOCKING OF ADJACENT
BLADES.
J VIEW
-20 THUMBSCREW
KING DEVICE OR1-1/2"
ASS PUSH LOCK
CENTERMATE.
, MIN. USE ANY ANCHOR SHOWN
IN ANCHOR SCHEDULE).- —
TYPICAL
6
N VIEW FOR
IUIREMENTS
2"x2"x
OTTOM TRACK IF i1 • 090" 6063-T6
Ili ALUM. TUBE TYP.
TYPICAL ELEVATION
N.T.S. l
I
2" x 5" x 1/8"
_- °° - -
- ----- --- -- ---- ----- _ --- -- --II ALUMINUM ANGLE
!I OPTIONAL ANGLE
j� ORIENTATION TYP.
#12 x 1/2" GALVANIZED
OR S.S. SMS, 3/16" 0 ALUM.
POP RIVET, OR 1/4-20
MACHINE BOLT & NUT
@ 18" O.C.
`-V 1 1 %p-
SIDE CLOSURE OPTIONS
SCALE: 3" V-0"
MIN
THREE 3/16"0 ALUM.
POP RIVETS OR THREE o
#12 SMS, TYP.
3/16"0 ALUM. POP
RIVET OR #12'SMS
@ 18"'O.C._(TYP)
TYPICAL BLADE (MAY
USE MALE OR FEMALE
LOCK -SLAT) '
nccl
3/16"W ALUM: POP
RIVET OR #12 SMS .
@ 18" O.C. (TYP)—
3/16"0 ALUM. POP
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i
E 6063-T6 ALUM. TUBE @ 18" O.C. (TYP)-
w 1..x2"x.093"�'
2FASTENERS 5
6063-T6 ALUM. EACH ANGLE '
i ANGLE, TYP.
l THREE 3/16"0 ALUM. -
POP RIVETS OR THREEl)`' s
#12 SMS, TYP.�:�,`fif
it o 0 1" x 2" x 1/8" OR S_ L
II _ ar ��
ALUM. ANGLE c
II TYPICAL BLADE (MAY N N
ji USE MALE OR FEMALE W�
8 LOCK -SLAT) QDIL
CC
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TYPICAL CORNER CLOSURE DETAILS p g
/-� SCALE: 3" = 1'-0" ? date
06/10/2,
7) m sca dnwnb
\JI AS NOTED C
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drawing no.
Lt: ii, f 0 05-39Fly
sheet 2 of
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Print Information: P:\FL1\Projects\I''K5391.00\Drawings\RO-sub\05-391-04.dwg Wontu " 06/09/2005 04:22:59pm
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06/09/05 16:22 '
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