HomeMy WebLinkAboutPRODUCT EVALUATION REPORTP. E :'R.T.
ENGINEER_,_G EXPRESS®
PR13DU13T EVALUATION REPORT
August 4, 2017
ENGINEERING EXPREGBO EXPERT
PRODLICT EVALUATION REPORT
Application Number: FL13757.1-R6
EX Project Number: 15-2338
Product Manufacturer: Town & Country Industries SCANNE1)
Manufacturer Address: 400 West McNab Road BY
Ft. Lauderdale, FL 33309 St' Lucie County
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 6j,2C+
3A05, FAC., 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
(2011) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
• PRODUCT EVALUATION DOCUMENTS
EX drawing A &2338 titled -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 Dot der) by Construction Testing
Corporation (CTC).
Large missile impact resistance and cyclic loading performance have been tested in accordance with
ASTM Ell 886-05 & E1996-05 and TAS 201 & 203 test standards per test report(s) #0353-1102-07, #0353
0512-09 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test
report #03-024 (signed and sealed byYamil G. Kuri, PE) by Constructlor(Tesi;Rbl Lbr9aration (CTC).
blC_
• STRUCTURAL ENGINEERING CALCULATIONS �QQQ��lwrttE I Valid for
Structural engineering calculations have been prepared which �C :'gam .1 __- �jy 2
evaluate the product based on comparative and/or rational
analysis to qualify the following design criteria: JC A' O ry1. Maximum Allowable Spans 2. Maximum Allowable Design Pressures
3. Minimum Glass Separation r4nk?4TftFardo;
12TH AVENUE SUITE 106, DEERFIELD BET H
PHONE: (954) 354-0660 - FAX: (954) 35
ENGINEERINGExPRESS.COM
YApEC1AM1,s Y.LW10W.wnIW..Y. V4.ft Riw.1 WIAHPOGem6pgp(eM1PmI,S VdRVsitvYAvu.Wt
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pc�rrrcab' August 4, 2017
Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2
4. Anchor Spacing
S. 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 1ZT" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
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TABLE
I
ALLOWABLE
SPAN SCHEDULE
FOR ITSE WITHIN
THE NVNZ
IMQ
PoSRNE
Hv12
PUDAD
HWQ
DESIGN
WV10 LpN
M
L1Np WITHER
NEGATIVE
_
vmn
IINVMTF
CFHfFAYATF3
wWDLON
ALL
LOAD IMF)
�)
!•)
OROIO
MOUNTING
COND"XXr•
aas_
ib•
Ib-
Ib•
2D0
15+'
+5B'
lb•_
]o.D
14r
1b
Id1•
Ds.D
ur
tar
159•
___m
m•
_.iir__-..__.-i�._...
_ ier _
_j5a_
i
_b0 _��
IA��
-1JP. •.
_ SSD
i __I_2l•
_ _165•—_ _
2r
11T
_
15d
I1T
13P
laY
eD.o
ns'
1n
iza—
Bsd
D]-
In-
iis—
so.o -
Ili
nr
lYP
BSA
110•
1lr
11r
+DD.O
� ITC
115•
_
_
1 lOr_
_NID30
O.D-
--ilsD—
W T I
110'
Ltr
10V
t2ID _i
IN'
_'w
103'
—__ lOr
13s.D
.
_ _
-.-
_
,ur
_
-
..._
_.
TOP _
Im!
or�iu
ioMu
--
De•--
1650
or
IWO
eT
miz
b
1100
>B•
n6U
_
__
3d• _
3Y
Tr-
125;0
EB_
30PD
fD'
a A ` E% RrA V V l% V i%" Ill —Y I I V 1 1
FOR USE WITHIN AND OUTSIDE THE HVHZ
TABLET
MINIMUM SEP_ABATION FROM OLI188
FOR UNE WITHIN Tf7E71V11Y--
FOSRNE
I
MW W W BEPNUTIgi
fPOY OIABS
DESIGN
PRESSURE
(PBS)
ISNHTER
op.LaDABOVE
WTALLATION9 DIS10N TALLAlB
wAIWE
GpApE GRACE
MI (w)
38.3
Ib'
ar
16•
wY
3.0•
_ ice...,
_+.+_
t6G•
ar
ae�
W
3M
+A
b
la9'
aw
id'
M
3V
3.Y
3T
ar
2rr
m^
ed•
ae•
FO'
10•
1.1'
qr
aD•
1a•
lir
lar
_1r
ei•
I..r
Ir—
00'
3.0-
+.Y
W
BB•
Sr
1.B•
3r
130
31'
W.
W.
ar
i 30-
Iz
1r
1
ro
O
eP"
_ 3_
_ 1M
_
13r
0A'
3.6' IV
6Y
IV
1_Y
M•
U.
I.Y
B0
Br
1r
a.Y
Ile
3S
31•
TO•
30
_ +Y
110
w
W
3r ...
1r
+6
36 _
NP
39
m
ea'
xo
x
In
_all_,_
_
_
Im
aa•
al^_—
�• FOR BUIIDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE
TABU'- C ON SHEET 6/13
TABLE I AND Z NOTES.
1. HVMZ: DEFINED AS MIAMI-DADS COUNTY AND BROWARD
COUNTY --Q
Z. DESIGN PRESSURES BROWN IN 'ACCORDION SHUTTER SPAN /•�
PRESSURE' ABOVE ARE MAXIMUM ALLDWNR PDESIGN �1
PRESSURES AT EACH RESPECTIVE SNORER SPAN.
3. THE ID SYSTEM MAYBE MOUNTED WITH THE INSIDEMR EX AND
(lTl(J
a Is MEMISSME IBSHUTTEiI BEING REVERSED. MR (� A RIP WITH THE LE TO
MOUNE,TOAWOOD OR CONCRETE
F
TEAM OND TION POSITIVE
OFTHE SLATFACINGDESIGN
OG PRESS FOR
THIN CONDITION POI ME N THE DIRE TION WARDS TH t
AS NOTED STRUCTURE TABLE 1 N E A THE DIRECTION TOWARDS THE
HOST URESAR AND NEGATIVE ALLOWABLE DESIGN
PRESSURES ARE AWAY FROM THE HOST STRUCTURE.
I
q. LLNEARIMERPOIAIMSBETWEENTHOEINDICATEPNOT HURRICANE
PERMITTED. FORSPANS FOR
TNOSBINDICATEDABOVE.
THE DESIGN PRESSURES FOR THE NEXT NIGHER SPAN SHALL
Be USED.
•• FOR BUILDOUT MOUNT MAXIMUM
SPANS AND PRESSURES, SEE
TABLE C ON SHEET 6/13
TABLE
ALLOWABLE SPANSCHEOULE ='U
A$TM E6SENTIABOfTLY = W
POSITIVE
DESIGN
PI+E66LWE
IPBfI
SHUTTER
SPAN
YDIWIYSGFAMTpN
GROYGLass
wsrAllwTroxs wsTALUTwHs
AWABOVE >9PABOYE
GRADE GRADE
(N) I (El)
_ar
100'
e.e•
so`—
TD
1CB'
al
1d'
1ZP
11'
Zr
Y
Id'
Zr
M
Bd•
lY
eo'
zY
ur
_
as —
r
ar
as
13T
BB'
11-
Im.
Se•
e.r
b
1.
1l•
1.,
B3
i 11•
tr
1DV
3r
3.1•
+N'
11'
1r
1N'
OA'
6P
ro
w•
u_•
13r
ed
lS
VO
w
x
at•
1r
alp
ts� _ —
W
1+•
3.r
1A•
9.r
6V d•
1r
10
m•
w
sr
Ir
w•
sr
Id'
Br
aY
IV
ttr
aY
aS
Ir
fro
01'
11'_
__1.B•
TOY
ar
xD•
TABU: 3 AND A NOTES:
1. NON-MVHZ: DEFINED AS ALL LOCATIONS OTHERTHAN
MIAMI-DAUB COUNTY AND. BROWARD COUNTY FLORIDA.
Z. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN
SCHEDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN
PRESSURES AT EACH RESPECTIVE SHUTTER SPAN.
3. NO SEPARATION FROM GIASS IS REQUIRED MR
INSTAWITIONS IN WIND ZONES 1 THROUGH A OUTSIDE OF
THE HVHZ AND OUTSIDE OF ESSENNAL FACILITIES.
a. THE 6.8 SYSTEM MY BE MOUNTED WMM THE INSIDE AND
OUTSIDE OF THE SHATTER BEING REVERSED, FOR EXAMPLE: IT
IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM
WRM THE BACX OF THE SLAT FACING OUTWARD.
S. UNEAR INTERPOIATION BETWEEN SHUTTER SPANS IS NOT
PERMITTED. FOR SPANS BETWEEN THOSE MOV
E,
OVE.
ME DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE
USED.
15-2338
I
_GENERAL NOTES:
1.
2.
3.
4.
S.
6.
7.
B.
9.
10.
11.
12.
13
14
IS
16.
17.
1B,
19.
20.
21.
22
23.
TOWN &COUNTRY INDUSTRIES
FORT LAUDERDALE FL
MISSILE LEVEL D- ASTM E1, E1996&E330
TAS 201 202 & 203
FLORIDA PRODUCE APPROVALNUMBER
ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N.. WITH A MINIMUM Fy OF 25
K.S.I.
ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A
MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4.0 OR 3/16.0 5052
ALUM. ALLOY.
ALLSHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR
AND
n
L❑
VARIES - NO LIMIT }I
TYPICAL ACCORDION
SHUTTER ELEVATION
N.T.S.
* :: NO PEOO4B6i9
'.. ` re OF
TRACK
N I {
1614TWii:7 0
I
I
c
t
BUILD OUT WALL O HEAVY 2—LEG WALL O LITE 2—LEG WALL O HEAVY HEADER/SILL
SCALE. HALF SIZE 3 SCALE HALF SIZE, SCALE: HALF 512E SCALE. HALF SIZE /
ERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL XTRUSIONS/
:ts9- 90_
1 tl25" 5 y
tl Isa3- � _.III
SIU-
1U AUO"^ \7 En Qy
, --
..
rrPYe j122 o..
.6.1• ((IIII tl�' Si ..
1.3uU" I II� ]SO"f� Li19
..//
(D SILL gO SILL ADAPTER
��SCALE. HALF SRC
SCALE HALF SIZE
fURZS ]14"
oto
049"� f25"
P )9" T JSQR
0T
1.615' 06•I"
TYF_6.8 SLAILBLADE 17 C. 6C8 LRFR
SCALE HALF SIZf SA5(AAI1
SIZE
L 51o"
27-11
cl 6.8 STACK/CONECTOR SLAT/BLADE
SLALL. HALF SIZE
y EXTENDED SILT.
SCALE HALF 5 ZE
1q CEILIPIC HEADER/SILL
SCALE+HALF SIZE
TYP n
N
L 9 510' I
1p EXTENDED SILL ADAPTOR
SCALE. HALF SIZE
`1111111111/// II[OW6Mi k'/��.'
`r f
6Qp4. Llc giA9/ 7
a• "rva RE0046549 ': O's
i0 H ■
n6'TAT[ f W1�pI12
�C
4
630• ri��O�AI 1�"`� ZW
2.729•
W9p�
LITE HEADER/SILL
SCALE: HALF SIZE
N ul
.6552.365-
.SIO• .460• .,005•
in II ; .F195• L4 na
m
.j�060'o ri n
.JAI'
I7 'MID SILL 72 MID SILL ADAPTOR
SCALE: HALF SIZE CALE$ HALF SIZE
.602' w`3 b30' 096'
0.115'
76 RADIUS CEILING HEADER/SILL u 0.p96'
SCALE HALF SIZE .100•
0,090• u
920'
18 WALL SILL CLIP
SCALE HALF SIZE
gp WALL SILL
SCALE: HALF SIZE
0
C
tT.125'
g ANGLE
SCALES HALF SIZE
NYLON WASHER
L 1lR AW-Iw'M
F (NYLON BUSHING
UPTIONALI
--i1114 , 2-3/4^ 410 nT S5.
NJSEkTS CkfH Wl
INiO NLTkACRTO COATIN.
IC
TRACK IIVPTOP'LOOTTOM)
I BUSHING W/ WASHER,
A k 1/2' Im INTENION JOINT TOP
623'
(o)2003 6.8 CENTER MATE 3p UNIMATF. LOCK
`-11 SCALE HALF SIZE \ SCALE- HALF SIZE
375m
2.0Lq_ 0
1
2C THUMB
SCRfW�,1
J �. YVI lu > z
Z
m f Wi
062•
2p RECESS SILL FOR USE WIl'H
SCALE: HALF 51ZE (Fy AND (9ONLY
21 SLIDE ROD
SCALC HALF SIZE
" 250'
35]'
2)6'
5.
2g BOX CENTER INSERT } a.
$CALE1 HALF SIZE
r4ill
31 MALE BOX CENTER
SCALE. HALF SIZE
STAINLESS STEEL
m ASSEMBLY
320m MOLE
050, NYLON
WHEEL
110D" .210'
TYP Al EVERY OTHER
INSIDE JOINT AT TOP
(YLRIDER-50110 BRASS, NOVEL PLATED
22- ROLLER ASSEMBLY NLUSIII6-2MCOWASTFOWDERIDATEn
SCALE, HALF SIZE NOTE MAY'BEKEY OYERAID OUTSIDE OR ORRIS
TURN OPERATED INSIDE.
BRASS PUSH LOCK
BSCALERAS HALF 512E
27 RAINGUARD
SCALE. HALF SIZE
4AOD'
500'
m m
224'
ODD;
2g DECORATIVE FhOOR TRACK
SCALP.• HALF 512E
ND PEON6549
STATE OF
33 OUTSIDE CENTER MATE 3q INSIDE CENTER MATE
SCALE, HALF SIZE SCALE HALF SIZE
�� >>/16"m$IA11lLf SS�
EEL ivUt
5100' . 19/16' 410E "ADO' ST
rI HEAD S'iYLF YAflI[5
I _ __ (_�__ _' A THUMB SCREW
- —� '� 4 p / SCALE, FULL 52E 2g0'T-{
0.1 OR
6-180
99 1 MAC4RlJE SSI STAINLESS
lIIHEEAI.NTfRNAL SIR
32 T—SCRFW INSERT
1 4.SUO' k A--}.695' POWDER CUAIFU, 204C Olf4ASI SCALE. FULL SIZE
DELTA SNOOE1 STEM ECTION A 3g T-LOCK ADAPTER F__ i
WOOS
IROUS INIAL SYSTEMS �(UPTIDWAL)
3� BOX LOCK GALE. HALF SIZE O 2X7 ANGLE
SCALE HALF SaL 39
SCALE: HALF 512E
NOTE: A TIAUIFRIT SFRIUS FOR
END LYI➢PS SHALL 0L A10 FORA
OR PIIILLIPS DRIVE SCREWS,
HAND-I15100M1D ONLY
^ .300-
,2gq• 4ob 40c 40
FND S'rRE_l'
2" & 3" EXT
SCALE: HALF SIZE Fe9E9F3aLFY
0 Ix" D.E EXIS TIrvD
ANCHOR SHOWN
SCHECIULFI
EXISTING CLASS
SILL 7 (INTERIOR)
A UM. ANGLf 1" 1 x " MIN,
U 1" n 5" MAX. (ANGLE LEG
3 ♦ y eqL /1
3E �
_
25
IAY BE REVERSED(
1$
13//
If
ANCnONESNOWHIIO ANCHOR
2113 D
13
P\
13
SCHEDULE, T MIN. EDGE DISTANCE(.
�3 ®�
TOb "
6.80" ITVP.I 29
LIZ x 112"' GALVANIZED
BOTTOM 1/A-20 THUMBSCREW \ `EXTERIOR)
O
(EXTERIOR)
DR RI $M5. R 1/4- ALUM
RIVET.
INTO 3 SHUTTER S 1/3
TO3/3 SHUTTER SPAN HI
THREADED MULtl L OCATNTO
THREADED HOLE. LDCATlU [ry
MACPOP
MACHINE BOLT G ryVT
BOLT NUT
HALL BE
SHALL BE 3/
1/3 SPAN TO 2/3 SPAN FROM
(& 1R" D C
IDTH7
1a"
TYPICAL PLAN VIEW
ROT TOM DF sHu'rTER FOR BLADES
P'
SCALE' 3" = _0"
1'
5 B'-3" USE. TWO THUMBSCREYIS
MULTIPLE SHUTTER ASSEMBLY
ON BLADES > 8-3•ONE LW 1/3 SP4N
SCALb 3" + I' U
AIJD ONE Al 3/3 SPAN FROM bO'rTOM
i[ OF bLADE, I YPICAL. FOR LOCKING.
LOCKING DETAILS FOR
CEN I LR MATES
SHUTTERS. A BRASS PUSPI LOCK ��
SHOWN ON RANDOM
MAY BE SUBSTITUTED WHEN OSE D WITH
DETAILS
CE NTEHMAIE PZq AS SHOWN, RECEIVING
HOLE FOR THUMB SCREW MAY BE I/IE"
I (IN DE)
IN-
im SILL
1� 'n
OSIi
C w
LOCK
III BRASS L-IN
rill i^ GCN CI III NbEPT,tl
n1 ICI 1 THUMB SCREW LV10
1 T 115 $ G INSERT 3
AT 14 SPAN TO O
SPAIJFROM CFI TUM OF
SHUTTER. L BEI / G
`TALC $nnµ BE 1 0"
MAX 'WIDTH. uP TO 1" 23-
I IEIGHi
I'fPICAL OUTSIDE CORNER CLOSURE
DE ('AILS WO CORNER POS I'
Nil
5C
END STRIP SCHEDULE
�N®KOMFi7jza
•
ifff{`>•f
o
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®L,iFI•�FW
�..��,r
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`r
r"M
iffCQQLS��i
�:.
6P�
iF7Qi�[f�
(OUTSIDE)
roaLIIN.N
ULAPS
IIIIII---
`lux wOWn INEN05rxw
1111 4TAw
M
SLX!➢IILI,IdWANX RL@pPIA
rD•. Wy6YY1
AAIANVAx6L!
Axr A4cxox qn TNC
ANL'INR ECNIWL! L 1TOENDTIE
AN
5[x!W ON4!'IU WLT TO END
SILL
31nW.
TYPICAL INSIDE CORNER CLOSURE j�3 F�
DETAILS' WO/CORNER POST I�9��ti� e
NTS ae Id ! q
ALTERNATE END STRIP DETAIL
CALF' 3'
EXISTING GLASS
t
SFOR MAX.SPAN W DULC
FOx11L, SPAN OR
USWGLOa, IEL [1N {U[
i- a
11����i1dy
�NdCIQA
$
� EVOm
D f
ROYNAIE
IU
O
g
t
LOSURL FOR
OONDIIIDNS.
f ARTER
Y2
I[ EWSW/
ry
MIEN DIILYI.
wr\ A
i dA
d•'g+
USE ii ISBIROASe PUSH LOCK
uBLOCK
SCREVI Iy, COI REAofO
INSERT riOl AT 1/3 SPAN
BO2/3
SHUTTER'
1 ON OF SHUTTER
(IN510E)
SILL T
fl
5 30
•1 13
/1
�
Is 13 z3
ly
lnllTl'Inn
E7
USE Ill BOX LOCH AT 1/3
SPAIJ SPAN FROM
BDTTDM OFF S SHUTTER
MULTIPLE SHUTTER ASSEMBLY
SCALE + 3- - T-.'
5
2 FASTENERS
EACH ANGLE -
V . 2 ^vR
OR 2" .2" . 11R'•
ALUM A14GLE
1 NREE 3/16"0
ALUM.
POP RIVETS
OR
THREE R12 SMS.
TABLE A {DJ)
PRi55URE VS Al10WA&E lfNG111
—-YR211P 3iRI]/N•
=f No Wd U
6x
$SIP
1w
ix
uA•
L`P
ex
u9•
In -
Or
AV
N
_Ixd
f50
ILO
__IRA• _
9T
A
x4T
Ixl•
3/16 RIVE1 OR 412
S., BE Id' D.L. ON
1 -1.NUI6..L1
❑YP.1
1` x 2••
W e3-1
`3116'. ALUM POP
17 RIVET 'IN N12 SMS r
(ES IN" U L ITYP I
,MAY USE MALE 00 I'
fEMALE LOCK -SLAT$ 1
cETTYPICAL CORNER CLOSURE DAILS
Nis
TABLE B (m)
VS AUOWAIM
_
LENGTH/
_PRESSURE
r3s
6t-
n
wiQn qo
_ .IIY
TOT`
wm111&o
.�. 1w
_ 1ST
E2
101•
IT
9x
93•
13V
143
w
uT
IN
130
R3'
IV
IZ
OP
w
a•
yi.
3111'n ALUM POF
\ Y ( VFT R RS OxMS
Lam n I, IT
2 FASTENERS
CACTI ANGLE.
1HREC 3116 . ALUM
/ POF nIVFIS OR
lI 1HNff N125115. fYF.
T OR2'.2-AV.-
ALUM.ANGLE
U9C MALE OR FEMALE
1
ULl-I TYPICAL CLIRPIER CL(15LIRF. DETAILS
nrs
i - C2 CONNECTION T)
REFERENCE ANCH�
SCHEDULE FORM,
SPACING
C1 CONNECTION IV
I REFERENCE ANCHi
SCHEDULE FOR HI
_ SPACING
ALTERNATE THRU BOLT
CI CON IF
TIFE
_ REFERENCE ANCHOR
SPANAGE FOIL HAX.
_II �111 I11
L�. _�JII / h GLASS
ALTERNATE THAU DOLT
Ctt CONNEONON IYPE.
REPERENCE ANCHOR
SCIIfDULC FOR MAX,
r-u-
aR ODOR
1111-20
W/NUT
04 SM
ITYP. I'
414R314- SMS (m 9" BE
ANGLE TO TUBE CONNECTION
`" . 2"..125"
'063-T6 ALUM. TUBE
DMI*
STATE OF
Op ALTERNATE BUILD OUT MOUN1 SECTION
SCALE . 3". V- O-
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I.W.4E5
S.W.
2 p TYJ_ ARC ((yy OUTSIDE `LU 1111 1
TOP FLAIJGE gNCHOR ISEE SPACING
SECTION %I CT.••"'"'
O ""Qi•:' LICEryy
O tl O ND PE0046",3
V
lv s LrYpj I x 5 dip INSIDE 3 OR � ] HEAOERLL
BOT. FLAN E ANCHOR ISEE SPACING �� ••
SECTION XI ��'•. MATE OF
NOTE, "5" INDICATES ANCHOR SCHEDULE SPAC1140
SPACING DIAGRAM FOR Cl CONNECTION TYPE-
- Cl CONNECTION TYPE U51NG PIECE 0 OR (L)
0 / COMBINATION
vS TYP. 11 / 1/J COMBINATION
I0 COMBINATION
" O
1. SjTYPjI 2.S TY 1
NOTE. "5" INDICATES ANCHOR SCHEDULE SPACING.
SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE:
- C3 CONNECTION TYPE USING PIECE a WITH OOTSNE
ANCHORS ONLY
- C4 CONNECTION TYPE USING PIECE ON OR QI WITH
OUTSIDE ANCHORS ONLY
ANCHOR NOTES'
--.
1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING
ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUSE BE
E
LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (P9 1).
E
2. ENTER MCHOR SCHEDULE BASED ON THE EXISTING STRUC UM MATERIAL,
ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR
EQAN UAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
THOR EQUAL TO SHl1TTER SPAN.
TjTj
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
)'.Q f
4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE
BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER
CONNECTION SEE CONNECTION DETAILSTRUCTURE
TYPE. FOR IDENAND TIIFIICA➢ON OFA�
CONNECTION TYPE. -
S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON{FAMED CONCRETE
ONLY.
b
E!
6. THE COMPACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
it
IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER
FINISHES.
). WHERE ENISTING
STRUCcHTUIpE IS WOOD FRAMING, WOOD FRAMING CONDITIONS
ADEQUATE
d
d
g
VARY. FIElD4ERIPiTHAT.
MEMBERS
510E CLOSURE
FASTENERS ARE IMO WOOD FRAMING
NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR
PIECES.
S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER
EDGELDI6TANCE IS ACCEPTAEBLE FOR WOOD HEARIN23, GSCREW SHALL•
HAVE PHIWPS PAN HEAD OR HEX HEAD.
B. MACHINEl/
ASE ANCHOREAND SMALLMINIMUM AN MEAD, OR WAFERS IN
AY HAVES THEAAD, TR�55
HEAD (SIDEWAU( BOLT). U,O.N.
15.2331
® DESIGNATES ANCHOR CONDITIONS WHICH PRE NOT ACCEPTABLE USES.
ETA1E�
• DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
PA9[D[FHlm91
NUT OR WASHER WINGNUT.
IQ MINIMUM CONCRETESTRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
11 WHEN NOT BE SNSTED FLL
SDS ACT
TO KtNORLEND ILLS
/T
DRLLS
DRILL INTOHHOLLJOW BWCG ED IMPBE USED TOOULD
CONCRETE SCREWS TO HOLLOW BLOCK
ILII
0.125"
0.032' 0.032• i-0.125•
I1
0.1967
95° 2.
Q.-10.1118.
LIGHT-N-VIEW WINDOW
N.T.S. SAEIC PLASTICS SLX1931T•UI.ZH
a BLADE W RECT. WINDOW
\j-3lj
N.T.S. EXTERIOR ELEV
ROUND WINDOW
ASSEMBLY
EDGE OF ACCORDION
SHUTTERBLADES
3.875'0 MOLE TO RECEIVE ROUND
WINDOW ASSEMBLY
BLADE W/'ROUND WINDOW
1.3 N.T.S. EMERIORELEV
12" MIN FROM
EDGE OF SHUTTE
TOP OR BOTTW
r z1 LIGHT-N-VIEW WINDOW
S3 N.T.S. EXTERIORELEV
1.500' X 8.000' HOLETo/
RECEIVE RECTANGULAR
WINDOW ASSEMBLY)
181'
MAXIMUM OF 3.WINDOWS
PER EVERY OTHER GUIDE
1.D20
3 RECTANGULAR WINDOW
N.T.S. EXTERIOR ELEV
J
p
1
11AirS9
:1DIA.
-1--
--
(INT.)
RECTANGULAR WINDOW NOTES:
(EKT.)
145' 1. THE RECTANGULAR WINDOW SHOWN IN
5/13151MOE FROM GE X1.10 LEKAN WITH
0.05' MINIMUM THICKNESS.
2. FRAME FOR RECTANGULAR WINDOW MAY
�i
BE NYLON 6 OR POLYCARBONATE WITH A
/.3S5'
MINIMUM THICKNESS OF 0.161'. ATTACH
TO BLADE i4556CREWS OR
BOLTS WITH.)NVm
SECTION
A
-A
5 RECTANGULAR WINDOW
\ILV
N.T.S. EXTERIORELEV
No
STATE OF
13