HomeMy WebLinkAboutPRODUCT EVALUATION REPORTI11 P. E.'O ■T. ENGINEERING EXPRESS®
PRODUCT EVALUATION REPORT
ENGINEERING EXPRE98® EXPERT
PRODUCT EVALUATION REPORT
August4,2017
Application Number: FL13757.1-R6
EX Project Number: 15-2338 SCANNED
Product Manufacturer. Town & Country Industries 8y
Manufacturer Address: 400 West McNab Road St LuCk? bounty
Ft. Lauderdale, FL 33309
Product Name & Description: 6.8 Accordion Shutter
Large Missile Impact Resistant Accordion Shutter
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter ffl( 2U=
3 Q5, FA.C., for statewide acceptance per Method 1(d). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition
(2017) and is, for the purpose Intended, at least equivalent to that required by the Code. Re-evaluaticn of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
• PRODUCT EVALUATION DOCUMENTS
EX drawing #15-2338 tilled'6.8 Accordion Shutter', sheets 1-13, prepared by Engineering Express,
signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report.
• TEST REPORTS
Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202
test standards per test report(s) #0353-1102-07 (signed and sealed by Vinu J. Abraham, PE) by Hurricane
Test Laboratory LLC (HTL) and test report #98-016 (signed by George Dotzler) by Construction Testing
Corporation (CTC).
Large missile impact resistance and cyclic loading performance have been tested in accordance with
ASTM E1886-05 & E1996-05 and TAS 201 & 203 test standards per test report(s) #0353-1102-07, #0353-
0512-09 (signed and sealed by Vnu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test
report #03-024 (signed and sealed by Yamil G. Kuri, PE) by ConstructiogT%estiho Cog)9ration (CTC).
• STRUCTURAL ENGINEERING CALCULATIONS -Qt�1girtLe d§I Valid for
Structural engineering calculations have been prepared which �;'tOages 1 2
evaluate the product based on comparative and/or rational - ',r+��
analysis to qualify the following design criteria: - A' 0 %
1. Maximum Allowable Spans =
2. Maximum Allowable Design Pressures
3. Minimum Glass Separation rankDBbrAiardp•_
160 SW 12TH AVENUE SUITE 106, DEERFIELD BEA IJ RA\ 3442
PHONE: (954) 354-0660 - FAX: (954) 354- 3
ENGINEERINGExPRESS.COM
VAOYCI,11�➢fY�YMW.,4. V41f R�L,1.,lPiID�,RObfmWw„pt VO,iflfYp9tV4A 0A.�OS
ENGINEERING
EXPRESSO August 4 2017
Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2
4. Anchor Spacing
5. Anchor Capacity
No 33% increase in allowable stress has been used in the design of this product.
Separation from glazing is required for use within the HVHZ and essential facilities. An equivalency letter
is provided with this evaluation report for equivalency to ASTM E 199"9.
Impact Resistance:
Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,
and is accounted for in the engineering design of this product.
Wind Load Resistance
This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product
Evaluation Document (i.e. engineering drawing).
Installation
The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e.
engineering drawing), along with all components noted therein.
The product components shall be of the material specified in the Product Evaluation Document (i.e.
engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering
drawing) as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in this products respective anchor schedule. Host structure conditions which are not accounted for
In this products respective anchor schedule shall be designed for on a site -specific basis by a registered
professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination, and
other such damage at all times.
This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ)
160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
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TABLE 3
SPAN SCHEDULE
_A_LLOWABLE
FOR USE 1�11TON THE HVNZ
X ¢
HX
PasrtrvE
P<srtlYEww
H.
DESIGN
WNDLOAD
161O W11Xx
NEGktm
WIND
WRM
CFMFfiWT®
"DLWO.••
INTO 1v9F)
UOFNIE
Q
^
NouxLNo
CHO C
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ONE
coNDRlms••
R]0_
low
Iw
tb'
Im.
1•d
_1b'
_260
m.o
111,
loo,
no
13'
Leo_
Iw
15V -
wa
40D
ur
14r
ise•
13Y
IAI_—
_ ED0
=s0a
Do0
12e'
131-
_1.-
wd
Rae
nr
Iw•
_
_ a0_0 -1--;�r===-;,:-_
11Y
M•
Ia>'
;j-
Tau
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IRY
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Bea
nr
12P
Iw—
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11Y
11C
121'
asa
) Tr
nr
iOUD
1(V
tle.
_lw•
IW _
_
—I1D_0__
..
__ 1W_'___
.....
___ 11_0'_-_
11a0
IDS
-'
_ 10)__
107'
n0.o
1u1•
TOY
1oY
IR50
_
10Y
._ .mo_
_lam_..______
_ __—
-
_.—or
wn
as•
MA
PY
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-__.
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Iwo
-
br
1650
_
b1
_
T6
IR0.0
1
P
_Iwo
soon
w'
3 ACCORDION SHUTTER
FOR USE WITHIN AND OUTSIDE THE HVHZ
TABLE 2
MINIMUM SEPARATION FROM GLASS
FOR USE WITHIN TNT HVHZ
tlW WYBEPMNTICN
POSDNE
cRDN Goes
DESIGN
SHUTTER
INSTAUATHdt9 OIBTAWTIGN9
PRESSURE
SPANF]OABVJE
WABOYE
IP]F)
BgApE ONInE
IN.) IELI
4.3
Iw
I or
3.5-
_w
30
BY
12P
a8
- -.ar-_
1.P�
Iw
w
3w
A•
PO•
a8
_
18
[0
low
10'
ld
Iw
3a•
2Y
13r
_pr
11
a.T• _.
IV
la-
w.
lb•
1.1.
ee•
jr._
_
it
Do
Iw-
aw
T-2.o—
I"
aO
i 2.-
1]r
Rr
_
]8
w•
u•
r
W
10'
18
OD
10•
2r
H110B'
]I.
a.R•
3Y
w
Ir
I.r
a.r.-
m•
2W
r
w
w
ne
36
IV
am
a0
r
W
10' -aw
2 a'
inM'
]S'
•• FOR BUILDOUT MOUNT MAKIMUM SPANS AND PRESSURES, SEE
TABLE C ON SHEET 6/13
TABLE 1 AND 2 NOTES:
I. HVNZ: DEFINED AS MIAMI-DADS COUNTYAND BROWARD
COUNTY FLONDA.
2. DE5IGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN
SCHEDULE' ABOVE APE MAXIMUM ALLOWABLE DESIGN
PRESSURES AT EACH RESPECDVE SHUTTER SPAM.
3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND
OUTSIDE OF THE SHUTTER BEING REYERSED. MR EXAMPIE:
IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE
BEAM WITH THE BACK OF THE SIAT FACING OUTWARD, FOR
THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES
AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE
HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN
PRESSURES ARE AWAY FROM THE HOST STRUCTURE.
A. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT
PERMITTED. FOR SPARS BETWEEN THOSE INDICATED ABOVE,
THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL
BE USED.
TABLE 3
ALLOWABLE SPAN
SCHEDULE
NON.HVHZ
DESIGN PMam.
WWC NECATNEWNO
LOAD LOADALL
IPBF) LIOUNIM
CONDITIONS-
•• FOR 6UILDOUr MOUNT MAKIMUF
SPANS AND PRESSURES, SEE
TABLE C ON SHEET6/13
TABLE4
ALLOWABLE SPANSCHEDULE _M
ASTM ESSENTIAL FACILITIES ONLY =_%O
POSHINE
HaEslcx
FILE 95UiE
IPsF)
SIMTER
5PN1
YINP1LMsf➢MATIrII �:
FRCYGLIeS
NSTA)UTYYw IHBTAwTHONb
[]OABOVE ]V IBWE
GRADE ORIOE
(H.) ` Ix)
3.t'
IX
_bP_
lw
_
oz.
iY
40
w
m•
IV —
i3
ROT
3.1'
IA.
IRP
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2r
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or
2A•
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eA
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by
Pr_
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it
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il'
Is]•
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it
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IV
IV
1RY
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_
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To
Gr
ar
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____ IV
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H8
lr
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T.1•
11
11
1s
oo
m
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ar
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ee
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121
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IX
120
h1w.
a.l'
1 JO'
TABLE 3 AND 1 NOTES:
1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER TRAIN
MUUU-DARE COUNTY AND BROWAND COUNTY FLORIDA.
2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN
PRESSURES
ABOVEAREMAXIMUM SHUTTER RDESIGN
PRESSURES AT EACH GLASS IS REQUIRED
MR
3. IN SEPARATION FROM D ZONES REQUIRED FOR
THE HV Z AND IN WIND ZONES I THROUGH A OUTSIDE OF
THE HVHZ AND OUTSIDE OFESSENTIAL FACILITIES,
A. THE 6D SYSMAY TEME MOUNTED T INSIDE AND
OUTSIDE OFTHE SHUTTER BEING REVERSED. FOR EXAMPLE: IT
S.
I
L.
rysb'
A'o
_:*: PF004g5p8
T••. STATE .••
�:J �yN
OF
%�tirS'�OMDA•.: '-a4i
3¢¢I1Ir•11 [q
GENERAL NOTES:
'rr
WWCme
1.
HAS
THIS SYSTEM HAS BEEN TESTED AND EVALUATED
r�HA 11ENG�•``
W �N�d3 u7g
IIWIIII BWI °
3
IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE SIXTH ((NTERNN2017 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE
VARIES - NO LIMIT
ZO; Eju°
�t
(( ))
IRCE. THIS SYSTEM MEETS MISAll SIILE LEVEL MIDINCLUDE ESSENTIALNFACIELITIES AS DEFINED IN
Z'?( �$6
Q mgq tp
ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION.
SECTIOIJ
2.
POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
WW,w.91"
w
g
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE
BUQUUIIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA
TOP TRACK
3 &'
mm 1
CODE SHALL BE
CAPACITY VALUES LISTED HEREIN FOR ANS THAN OR Y ASSEMBLUAL TO Y {AS SHOWN. E POSITIVE OR NEGATIVE DESIGN PRESSURE
w o `
4.
DESIGN PRESSURES NOTED INARE BASED ONTMAXIMUM TESTED PRESSURES DIVIDED BY A 1 5
~
^
SAFETY FACTOR.
S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REppUIRED FOR ALL WIND M
ZONES IN ACCORDANCE WITH ASTM E3996.09. IT IS ACCEPTABLE BY CODE UfVLESS OPTIONAL
CRITETI[A IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
L,1
PLAN
j 6.
NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND
u
VIEW
-'
LOAD DURATION FACTOR Cd . 1.6 WAS USED FOR WOOD ANCHOR DESIGN,
in a
7.
DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING
m� s
B.
CODE AND GOVERNING WIND VELOCITY. FOR
WIND WAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Rd .0.85
SHALL BE USED.
THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
u tt
0
r
rc�
Pn
m 6f
of
$
SITE.
y W
S
9.
THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
-
uuujjj
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
x a
s
PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
�
i 30.
61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE,
THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EIUSTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR
y
w
W
y
L
S s
MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN.
F.
11,
WHEN THE SITE CppONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING
9
THAT SITE TED AND
A LIICCEN$ED ENGINEER 0UIRE
SEALED BMAY
0.EREGICSTERCEDMARNCHITECT WHICH,DEAIL AND JUSTIFY THE
BOTTOM TRACK
LO
12.
FACM SHUI�TERSASCONDITION
EMRLY SMALL OE PERMANENTLY WBFLED W1TM THE FOLLOWING MIHINUM
�y
INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING IECHANISM $FE
L�
FORT LAUDERDALE FL
MISSILE LEVEL D- ASTM E1886, E1996&E330
TAS 201 202 & 203
TYPICAL PLAN VIEWS
B
FLORIDA PRODUCE APPROVAL NUMBER
13.
ALL EXTRUSIONS SHOWN SHALL BE6063-T6ALUMINUM ALLOY, U.O.N.,WITH AMINIMUM FYOF25
TYPICAL ACCORDION
y 14.
ALLBOLTSAND WASHER
MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SMALL BE 1/4'O OR 3/16'0 5052
SHUTTER ELEVATION
d
d d
8 E
4
ALUM.ALLOY.
N.T.S.
e
3
15.
16.
17.
ALL SHUTTERS SHALL HAVE A LOCKINGMECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR
SHUTTERS
BOX W CLOSURE.
LOCK AT CENTER OR SIDE C WSURE.
TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS M O'ABL
NON -STACKING S. REMOVABLE ANCHORS.
TRACKS MAY BEREMOVABLE14AY
py
p
at
ai
19.
E SEAT
EXTRUSIONS MAY BE BENT TO FORMA CURVE WITH A MIN. RADIUS OF 10•.
MOUNFLOOTING CURVE WITH
I A MIN. R
�
ALL DIMENSIONS
ALL DIMENSIO- LUDE DER
EN
p 0
f
20.
21.
BE USENIN
OR TROATINGEREVE
SEALANTSHALLN USEDONANCHORSORTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE.
ANCHORS
TI
21.
ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED 1N THE
mr�,rrr��wmrs
22.
THE 6 8 SYSTEM MAYIBE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING
15-2338
p
REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE
BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN
Bum— -
pAPa&6Bal�m
0
PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND
NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE.
93
23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK
O7 SILL
SCALE HALF SIZE
ss"11 .
) OUT WALL HEAVY 2—LEG WALL O LITE 2—LEG WAL
O L
E HALF SIZE 3 4 5
SCALE HALF SIZE SCALE: HALF 512E O
SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON AL I
R
1.025' ms•
O SILL ADAPTER
SCALE HALF SIZE
•. 603"
♦ LO"
$Stl" YY1" 0 9
03OR 054"
t3 TYP. 6.8 SLAT BLAD 1�
SCALE HALF SIZE
054"
7g 6.8 STACK/CONECTOR SLAT6.8 STACK/CONECTOR SLAT/RLADE
SCALE HALF SIZE
130'
OEXTENDED SILT.
CALEHALF SRE
.133'
�q CEILING HEADER/SILL
SCALES HALF SIZE
I
l91
I.105•
� I
m
a'
Ip EXTENDED SILL ADAPTOR
SCALE HALF SIZE
wwl I �ti94
�3B$
OLITE HEADER/SILL ,A
SIALE..ALF SIZE p .p)
M"
ONS
It 'MID SILL 12 MID SILL ADAPTOR
SCALE: HALF SIZE SCALE HALF SIZE
jO.OBO' a
682' 29I 6J0' .096'
vi
0.115'
�g RADIUS CEILING HEADER/SILL •^ 0.696•
SCALE, HALF SIZE
0.080• n
d
920'
7g WALL SILL CLIP
SCALE HALF SIZE
WALL SILL
SCALE�HALF SIZE
G
�i
m
TT.125'
W
Ig ANCLE
SCALE: HALF SIZE
NYLON HER
R ALUMINUM
(NYLON BU$HONG
UPTIONALI
nA K 2-3/L•• 410 nl SA
�IrvSERTS SCNFw W/
IrvTO TC uLTRA[Ol COATING
O
TggCN (TYP TUP 8 BOTTOM(
NYLON tlUSHING W/ WASHER:
7/1b"0 N 1/2" @ 114TEIIIOR JOINT TOP
7/16"0 . I" I, INTERIOR JOINT BOTTOM
EITHER CAN Bc USED ON EXTERIOR
24 BU SHINO ASSEMBLY DETAIL
SCALE; HALF SIZE
1.110'
.i43' 443
oea• k39--
3443- 1.068'
375m
H10-21 THUMB
1N SCREW
v, z
�.I F
.062- n
RECESS SILL FOR USE WITH
SCALE: HALF SIZE ® AND ® ONLY
21 SLIDE ROD
SCALE. HALF SIZE
T-T'250•
347•
276'
Cu 062'y
.159' If 137
2g BOX CENTER INSERT
SCALE HALF SIZE
NOPEON6549
STAINLESS STEEL
m ASSEMBLY
320m HOLE
050\ NYLON
WHEEL
1.100" 240"
TYP AT EVERY OTHER
INSIDE JOINT AT TOP
22 ROLLER ASSEMBLY
CYWIBER-SOUR BRASS, NRKfL PLATED
HDUSWG-2NC DIC.ISIPOWDER COATED
SCALE. HALF SIZE
ROTE MAY OE KEY OPERATED OUISIOE OR THUM
IURN OPERATED WSIN.
23 BRASS PUSH LOCK
SCALE HALF SIZE
4.000'
500'
b
g ^
229'
2.00 '
2g DECORATIVE FI.OpR TRACK
SCALE HALF 512E
2g 2003 6.8 CENTER MATE 1901 UINIMATE LOCK / 3) MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 3q INSIDE CENTER MATE
SCALE HALF SIZE ��CC SCALE HALF SIZE SCALE. HALF SIZE SCALE HALF SIZE SCALEHALF SIZE SCALE. HALF SIZE
5500' w 13/16' VIDE {-{ADO'
' A o
n-T. ry
m
108'
P.
9.50D' y—}.E09-
DELIA MODEL. 2ppp2 SECTION A
INDUSTRIAL SYSQEMS
35 BOX LOCK
SCALE HALF SIZE
"1/16"0 STAINLESS�
STEEL NUT
HEAD STYLE VARIES
30 —__. 38 THUMB SCREW
SCALE: FULL SIZE 25p'T,-T
1 4-20A1 OR 5 16-18NI
MCI ONE SCREW IAINLESS
5/16"m INTf RNAL STEEL
nrsEAT
37 T—
AT INSERT $
POWDER (OA1[U. 21n[0If-CASs SCALE. FULL SIZE
36 T-LOCK ADAPTER
(OPTIONAL) r.00D'
SCALE: HALF SIZE 39 2X7 ANGLE
SCALE: HALF SIZE
NOTE: AITALIIHENT SCREWS FOR
END STRIPS SHALL BE F1010RA
OR PKLUPS DRIVE SCREWS,
HAND-TIGHm¢D ONLY
N
Inn.
n
254'' 40 40b 40c
ENO STRIP T"
2" & 3" EXT
SCALE HALF SIZE
15-2338
n
1
GIST.
STENER Cp IB" OS
SE ANY ANCHOR SHOWN
ANCHOR SCHEDULEI
EXISTING GLASSY cnecl OLST. EXISTING GLASS,
(EXTERIOR)
TYPICAL PLAN VIEW
SCALE 3'. 1'-0"
(INSIDE)
d-
OF
M 0062" THICK 6063-T6
UM. ANGLE 1" i 1" MIN.
D 2" % S" MAX. [ANGLE LEG
AY BE FEVER SEDI
FASTENER @ IB" O If (USE ANY
ANCHOR SHOWN IN ANCHOR
saLJ (INTERIOR) �-�
�
� 4: IN
i
U:TL
EDa
J UaR`�'v
•y
TATE
•
, EOPI
/ q
3 4 :9 29
NP
I INI
13 15
2 B 13n,2n9a 299
SCHEDULE,I MIN. EDGE DISTANCE[ TO A
012 • 1/2" GALVANIZED BOTTOM
OR S.S SMS, 3/16"0 ALUM
114-7011 THUMBSCREW INTO POP RIVET, OR 1/6-20
THREADED HDLE LOCATED C.
MACHINE BOLT G NUT
1/3 SPAN TO 2/3 SPAN FROM Lp le- O.0
BOTTOM OF SHUTTER FOR BLADES
50'-3" USE TWO THUMBSCREWS
ON BLADES > B'-3-, ONE @ 1/3 SPAN LOCKING DETAILS FOR
AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES
OF BLADE, TYPICAL. FOR LOCKING SHUNT R RANDOM
SHUTTERS, A BRASS PUSH LOCK 23 DETAILS
MAY BE SUBSTITUTED WHEN USE WITH
CE14TERMATE R29 AS SHOWN, RECEIVING
HOLE FOR THUMB SCREW MAY BE T/16"
o
p
EILL
I
p
I
O
V
USE Ill BRASS PUSH
DOE 1E.{
LOCK OR
THUMB SCREW
In
INTO
yi
IE,
yl T T I/B S
AT 1/3 SPAN
14SERT
D [USERT )�
TO
SPAN FROM BOTTOM OF
SHUTTER RECEIVING
SIALLDTH, BE
M X
MAz WIDTH, UP TO 1"
TO I
HEIGHT
OUTSIDE CORNER CLOSURE:
OTYPICAL
CC1 DETAILS WO/CORNER POST
NIS
(OUTSIDE)
TWO.OTNWANIORIDRDS
XXIWLI, eHO fiiRIry RL4YlRlR
1•al'.CLO'CUPNIG! WDSIAN
YSWO RXYRMCNO0.0N TNL
RMCNOR SOILOIM1L \ aNVI/C'T[F
xnewax urmroLnoexo
siRW.
CC2 TYPICAL INSIDE CORNER CLOSURE o.G,TIy�Mly1Ig P0
O DETAILS WO/CORNER POST
$WN.-g.-��
HIS 777 Il�a�y �B
ENDSTRIPSCHEDULE
`INTO C THUMBSCREW �E%TERIOR)
INTO CE SHUTTER
TES 1/3
TO 2/3 SHUTTER SPAN MALL ECEIVING HOLE
SMALLBE3/8"
10 1" MIEIGHUP
T.
ULTIPLE SHUTTER ASSEMBLY
DF
5[E ENO STRIP SCM[ WLE
FON MRX. SPAN WMN
OSWG 40a. 4000N Wa
ALTERNATE END STRIP DETAIL ` IMNMT AO-TIBON ONLY)
SCALE: 3".1'-0" ANY TRACK
W/SCREW BOSSES.
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7YP',
ra1 BLADE W/ RECT. WINDOW
\.L3j N.T.S. EXTERIOR EEEV
. 1.210•
0
0.145• Se
--i
co
IW
0.500• (I
A_
M
0
0.355•
o
12• MIN FROM
EDGE OF SHUTTER,
TOP OR BOTTOM
`031,•• BE
I P�FLM6H9HN.NWj V.E
N
SE OF
.�TAT_
.•' I b
w3 s
2.67510 HOLE (TO RECEIVE )
ROUND WINDOW ASSEMBLY) J
MAKIMUM OF WINDOWS
PER EVERY OTHER OWE
�ZLIGHT-N-VIEW WINDOW
13 N.T.S. EMERIOREIEV
32• MIN FROM
EDGE
TOP
.093•
�
�,o2r
m S
I
110•
�DIA.
np
I
(EM.)
145•
717,
ICI
.35s' .
A SECTION A -A
5 RECTANGULAR WINDOW
13 N.T.S. EMERIOREEN
/�31 RECTANGULAR WINDOW
13 N.T.S. EXTERIOR ELEV
RECTANGULAR WINDOW NOTES:
1. THE RECTANGULAR WINDOW SHOWN IN
511315 MADE FROM GE %LID IDCAN WITH
0.075• MINIMUM THICKNESS.
2. FRAME FOR RECTANGUM WINDOW MAY
BE NYLON 6 OR FOLYCARBONATE WITH A
MINIMUM THICKNESS OF D.161'.
TO BWOE WITH (6) 14 55 SCREWS OR ATT�H
BOLTS WITH NUTS.
wm
C
15-2338