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INC. PAN
17-244
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ALUAMNUM WE SLAT
TUBULAR MOTOR
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SPRING. GEAR & MOTOR BRACKET'SOLTS
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END RETENTION ASSEMBLY
OCTAGONAL AxLE FASTENERS
60MM OCTAGONAL DRIVE CROM
CONNECTOR SLEEVE
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UNIVERSAL VVITH DRIVE SHAFT
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WALLMOUNTMIG WALL MOU�d BUILMUTMOUHMNG J3VjL�OVTMOUNMG
SECTIONS Y-Y
INSTALLATION DETAILS N MUM- WO Q BUILDINGS
FLORM MAANG =E (N. High vok,oit, M. Z.)
'44167 - ft
N utilus
TILTE C =,,..
EXPERT SHUTTER SERVICES IM
MIS DILHIORE SDRIEF 17-244
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TAINFI. I�
HE M 1
N 0 4' A rl,%R(D
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OR 11;8' UP
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WAU MOUNT END MULUON WALL MOUNT END OLUON
(2) 2-.
2".61
(SEE SHE
k
ZLi,llWV K-K IFLANI 5EPI19ti R'-R' (PLAN)
ORIENTATIONS 11 & f2 ORIENTATION g2
WALL MOUNT INTERIOR MI LLION TRAPPEI R MULUON
INSTALLATION DETAILS INTO MULLIONS G, Gt G2
(SEE s>'mE
al WET 21) ALTERWIVEIx TO@. A
1/4"i5-20X3/4" S.S. M.S.
III NUT MAY BE USED
FOR THIS CONWECTIoN I!
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ta t/e- � I
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SECTIONS 0'-0' (PLAN)
INSTALLATION DETAILS INTO EXIS-MG WOOD BUILDINGS
fifim=012 M-11
(ELAN)
ORIENTATION #1
WALL MOUNT END MULUON
SECTION W—WIE"
ORIENTATION
WALL MOUNT END & INTE IOR MULUON
1d7-244
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OLASS
(SOCE-Tv AEL,�)
S1 r—, T S1
0.
ALUMINUM ANGIJE EX SIDE W/
-(2) 1/4*. 14.3/4' ft EJEM REN
TcVRvxtM
WRDGS TO SMR� WW
(ty, TOP It Sonom)
wwffw)�
4)
SECTION S1 - S1
L
7//2 1/11 4' MtrI,
nuf JED GO
6,
WNL. LD LD.
L� '12'.1
. 1 11 ED
ALUM.
MICK R�IARELED
r
5/161- TILROGNS IL I/-ANGLE %/ OnOn XL W/
2 E&5ff.VV"'
it,
WALL
I OEM Of SEAD
MOU ......
1/2* U4,. E.O- FOR 3/8-0 CAIX-IN ANCNORS
FLOINDA ISOLDIKII WDE (Nttt, Hv'h vm�tta' m.
Y M;,I' LID, 1-3- kn, E.O.--LM I)4'j SoMO-SET NCH,,
44167 1
Nautilus
LTII� LD----f LD�'-4�10ft S/Vo OR EMT a WNNGmN ANc�,
/8' Mi, Ilb' Mi. LO, . FOR 5/16" TOCCU xxiolm
—, I EXPERT
SHUTTER SERVICES INC..
t TO CEILING / TRAPPED AND WALL MOUNTINGSTORM BAR (K)
. ..... .
NI11 17-244
SECTIONS V
At 0
FIRM 7. ORDIL flL I,1W
'.) om
IV
-&ANt . M . i
IMAIIMl-
Mj'. EA— -FOR ( 4L xpmVON
T, ANCH S ON MULLIONS
S0 : k NI END
WONIG & 12)
�Qft %3/4-1 KUIK SOLT TZ E�KPANSCN
?' EZ�-�XNUHO 0 WTI MULLION
! (ORIENTATION 12).
IFOCIE or S�a
POUND) -
N.M.RETEJ
e- IIHICK Rm'O.
GIAES
g XT
0/8 or
R/a or
W/O
u or
B or
,/a
r0-012-W-�'
CU61-TE ALLQq
ANCLE EII, SIDE W/ 12)
3/4-0 T]IiAL) MTS TO
maLzma & (1) a/4"4
P
,�WJK SOL TZ E"&WDO
ACHOR W/ 6- Ph,
EMBEDMENT TO POURED
MN.&qm �Typ' TOP &
W70M)
SECTION X141 WI-9
(END & INTERIOR MULLIQN
W—UR L�RATIQB-1- 1)
(15-W)
M
12.
ALTER14ATIVE SECTION XI.Xl Wl (G)*
I
—W1 TATffitt"
1,4'%5')
xi r=r_=1 1 1/2- 'IEI �m)
T, i ANI U SIDE 'NI '2) 3/4'. Mlm AqGLE IA SIDE W/ 2) 3/4-.
2' THRU MTS To MVI.U3N rGy, & (I) UtRU SOLTS TO MUL 6 . & (2)
3/4-0 KWIK SW TZ EXPM90N
3/�'. MAK OW TZ URANSION
-2 Q'cqOR IN/ 6' W. EMBEDMENT TO �,TMM W/ 6- h5r.. EMBEDMENT TO
PDVRm CoNCRUE LTY0, TDF� POURED COUCRETE (TYP' Top
SECTION Xl-Xl W/ eI eovom)
(FNQ & INTERIOR MU ION (END MUL ION ONLY) (INTER198 MULLILM QNLY
17711F�— M1 ORIENTATION 1 1) ALTERNATIVES SECTION Xl-Xi Wl
�mm a
IF v�is- QRI�
Q4TATICIN
MR 12) 3/4'. M, BOLT TZ CKANSIOU (4*x8")
ANC I I I 4LR'AND BOX NOT SHOWN FOR CLARITY
(ORIFUTNTION 12). -1. 4"'
-0 0fiK EMT TZ FLORiM BuDOIND cODE (N. W%h V.I.61y fi��lm
(J� 3/4 , EYPNIS,
ANCR6'S 4 END X14D INTERIOR NOW(
(D " (OR, DOW #I 111 12) AND Qmv "OVID,
EN VORIENTAllom #2' 6' 4416%-� 1 6M Naud as L
il -7.
FLOMTOCIBLING 11RAPPEDMOHNTING! MULLONS (G) OR O�
SECTIONS W-1
END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION
SC&E:- I/W - I'
INC.
17-244
M- ED.
Mk Ot, SIA3,
OtAss
0/8 or
R/S or
R'/8
(W.
I
um- ED. (4) ML34ORS
-T
sc�Hma pt-1 (SET �HMULE #I)
OEEt �owu;Ittit) &GPM & tmim) T4MD worut WvDvi
CGE Of SW Z'
S�Dc W/ (2)
116 3-
PAN aim BY �W� IV M 141WIXA � 1. a A u w UIEU
1HRU DXTS 2��
YD WLUOI4 01,
WIED MI. Mitm V� " VM ASTAMM
CG
NSDUR(N DEE t - nl�IK 'VID MgEROA APKO� "R tW
rim MSWK �1143.
PNEED =MZTE
12*-T �Q WWOA SP�,.
SO: wflowz it 4 P to 'EMOW SKM
'r. 3 W P�
N
SEE MiMULE ll� X�. MGU M =0'�
tsual= M b - RE�tk No COMI'MI M JktTkk-Wl W/ titIts a.
W/ (2) 1/2-0 MU
wtomll ASIX DI]m PMSVK wto. e-W
Mrs )N@
UM),kAl 9111M V�Itt.
VE SCKDkAES ITIR XMM SKM
ALTERNA71VE SECTION &1-Xl-_W/-D'
p.t. W04111 &$A
I I1r
DEW. PRMX MWI W-0, M� KU,DI4
@OR 1(4*xb" INTMORMULUON ONLY W/ ORIENTPTION # 2)
--+
VI=- SEE �0�us it & p,m 4txit*w
11�61 �l
ESE WWII, 12)
2-1
(6061-76 wxy)
ALTERNATIVE
SECTION Xl-XI W/
qR*
AK� � SIVE
4-
'1/ (2) 1/2-0 TXK)
WLTS TO MULUDIN t _4
1(4'xB*, INTMOR MD END MUWON Vl/ ORIENTATION # i)l
v
Q/8 or
R/8 or
R'/8 SEE S�WuE it)
W1. ED.
S�EDULE #I)- II, ED,
AZ Eckima
FLOOR TO CEILING /TRAPPEJD MOUNITNr: MUMN9.0 OR n
SECTIONS W-1
0 END& INTERIOR TRAPPED MOUNTED MULLIC
�E: 10, - I -
SIDE RAIL @l' AND BOX NOT
SHOWN FOY? CLARITY
i"
SCHEDULE #1
IM A I'M (Tv. Mp a NWW)
I
w
CAM
n(I'M
3/6
31/2'
GWOMON It,
4-
3.
1.
MWATOt P.
1/2*. NLI M � 001.1, n M, FM(D& 0
W/
2 1/2�
5 llr
= gjl #I),
OR #2.
1/2'. 110 Wc M, Bar n tM, ra,
W/ �Mm #2) A 0 (DID I W/
3 If.*
7 W
Mpl� 01L
IV�0 lASfVSII
�Dsm In & WEW4k W=T&� 6
Ok 02�
SCHEDULE #2
TW"NM k ME TV a MMU)
aw
WAWCE
21/2'
7 112-
�n
7
I
- 3 w �)
@OR
g
R/8 or
R*/tI
- 3 w m.)
WOT).
DEPUI,cI/6' C.M.
(TOP & sonom) w/
1/4'0,/4� IT, IKI� rX SCRE�
,�OtM XL W/ 2 1/4' /��
W1 MV�17ED SlEa
IDT 0 24
WA.�".x()Ofie
0 24'
EDGE IF APPLICABLE
T_
3/4-MiII, E.D.
GAP
DAM
0/8 or
R/8 or
R'/8
(WALL MOUNTED SHQWN� VAY BE
ALSO 9,15TAUED TRAPPED MOUNTED
PER SECTION R'-R' ON SHEEJ 8,)
-.0.0WYCONT. A -UM.
1/2-.1 1/2
MOLE W/ 1/4*0.3/4' JFW BIJ;LDEX
7
,EK SCREW$ 0 24' ..P. TO IUK.
7 C �L" A�PI, ARGUE
MIN ED. 2) 3/4-0 7ARU GOLIS 10 UULLION
3/ef K K wo w Ewm%o- ARCHON,
V11 V M;,, EMBEDMENT 10 POURED CGIICRETE
WALL. (m Tw & sor-I
Too[ IF PRP1jcABuE-/
WALL MOUNTING MULLIONS Z) OR iM
POURED CONCRETE WALL
END & INTERIOR WALL MOUNTED MULUON INSTALLATION
— �E. 1/8- - I -
POURED CONCRE7E
((*C - 3 kol RIP ) —
8- UIP. THICK ii6v.
EDGE F APPuCAME,,
A-
T_ T`
7 3/4- IA.. ED.
POURED CONCRETE 1�
c - 3 ks; mir.) _.\ WEROOR
W.;.. -RICK Trroo� X
N
ORQ
7 3/1� �Uir. E.6-�
7 3/4- PIP E25- A
(6061 -To AI.LDY)
JG�trI. ANGIE a, S.D�
&k SIDE, EWE IF AIIPUCAIG.�
EM IF APPLICKBIE
SECTION X2-X2 V11 (G) OR QI* ALTERNATIVE SECTION X2-X2 V11 &OR
jup—AiRIMI LED—A-IMM—Nm
kLmom, (w_/ CRIBITATUN 9. 2
(4-4' or 4-x8)
14 SIDE RAIL (5) NOT SHOWN FOR CLARITY
No. 44167
*
wo.Prl
hNI A L
MIL E =0 v7
4m
ZMA
Nautilus
—LIM'
�/rr
EXPERT SHUTTER SER VICES INC.
VPT� RR1
—
17-244
7 1/2'
MIN. ED.
mmmous POUR
2' 01 (,, I
6� Ni�. THCKNESS
REGO.
Q/8 or
R/8 or
R'/8
m
114-9,3/4� IM SU.0aX TEK SCn�,
,/ I- 0.D,,D,D6U- STEEL
r.MUU-JON DEPT�1/8' CIL WASIER 0 24'
��Um. TuDE (lop N 00 01) EWE ir APPUCASLE-\
/n2 1)
op � 90no
�5/16-0 WWIS L - 2 1/1
VASMAENT 0 24" �4' - - — -- — -
T
Mo. Ev.
7 1/2
� END W
�OR
ZD Go,
DRERKIR
4*�4N-
EDGE S mar. Ek SIDE.
ALTERNATIVE SECTION X2-X2 Wl (G) OR
kLEMQR--M-VLLLQN)
All ORIENTATION
/5 or (4"Y6 or 4 xB)
/8 or
R-/8
JWALL MOUNTED SHOWN MAY
BE ALSO INSTAUED jij�PPEU
MOUNTED PER SECTION
ON SHEET 8.)
1/2'�'� 4/2.0.162",DO.IfT, ALUM,
ANGLE W/ JIA*OX314" UW BULDEX
IEK SCRONS 6 24' -.1. TO TUEE,
3 1127
X2
1A
lifr`+ 1 1/4'
7 2' FI
COVINUOUS POURED AULOY) AUm- ANCLE
111N.T/El) D% sta wy (2) I/Z'c PIRU Dan To MULUOR
, , u') EAj, TKCKN & (2) Kwx exi Tz UPANvON ANCHOR
WeEcmw TO POURED MNCR�-
711, & HOTTom).
WALL MOUNTING: MULLIONS 0 OR lj�
TouRED -coNcRETr WALL
SECT �ON W-2 �
OEND &INTERIOR WALL MOUNTED MULLION INSTALLATION
0
Door IF ARPLwatE,
7 1/2- im� ED.
POUqED DONOR
mom
6- 14h. -HICKNI� S
REO'O,
7 !/2- ME, E.D-
lAt"/4' (OMI-76 �MOO
ANGLE � VDE�
n5vt 'F AppuwIix-�
ALTERNATIVE SECTION X2-X2 W1
JM_&_IL4 �RN b
IV OR046DO� P I
(ex4")
0 SEE MAXIMUM Q(IN—IRiOR) & ',�3 (END & INTERIOR) WALL
MOUNTED MULLI,
I INS $PAR COVERED 8V SCHEDULE 2b' FOR
NSYALLAriON CASES I' & IV ON SHEET 25
(UNITED LOAD, MULLION SPACING AND SPAN INSTALLATION):
INSTNIATION CASE I' - RESIDENTIAL AND COMMERCIAL
APPLICATIONS WITH *60.8 P.S.f.
MAX:MUM A.S.0, DESIGN PRESSURE
RAT;NG, 12'-0' MAXIMUM MULLION
SPACING. VALID FOR CONNECTION -TO
CONCRETE Yl/ HILTI INC HUS-H OR
POWER FASTENERS WEDGE-SOLT
ANCHORS.
INSTAIATION CASE Ir - COMMERCIAL APPLrATION FOR *100.0
p.0. MAMINUM kSo. DESIGN PRESSURE RATING. 8'�O'
MAXIMUM MULLION SPACING� VALID FOR CONNECTOR TO
CONCRETE W/ H�Tl NO KVVIK BOLT TZ ANCAORS.
SHOWN FOR CLARITY
L rE �CO
INC.
17-244
Sw Min. EO� --------- r-S' M;O IO�—
(ONENTAMNS Ot A J2)-
If= -TIS �" N.., 1; 2'
MtGIX EA, t*E W/ (2)
MR (24 31�',, KWIX BOLT 17 EUMSR)h
Me, ED.—
3/4� �RU B(X� TO '1 2*
mi,. V.D.—
(OR.Mla,014 #2).
MaLIN I & (t) 3/',
MK 2OLPM EwA:rS-QN
OF Tumt MM OF SUId)
wc� W/ 61 V�.
EM MEW TO POJRW
BED
C04CRSE -,0-
EtR`10M) 7- Daum,
Fou =ICREJEJ
ke. MFI) 3-
V3
z.
7�ICK
2f�
SEC'nON X343 VVI
(END jAtJUIC0N__WLY)
Is
q:; (W/ OR] ffi6laNL#-lj
(7"W)
L
IF
_T
14
Q 0-/8
r F
Damm Dumm
CO2
002-/
/A--
XT X3
ZrW.1/2-W-7- (6061-76 �Loy) zr.
MOLE E� �-DE W1 0) �/4'. MIME U, ME A/ J2) 3/4".
EQ.- -i—M.
Ttlftv sot.� to WWOM rHRU CLIS TO MuLmN C IS
ROMEO CONIRESRE
—(V� 3 ot Mi,)
3/
(1) 3/4. WfiX WLT TZ Rl'.41. (2)) -'$ WK ROO IZ 6PARSOIN
�Ofl
ANNOR W/ fi- W, WBEWEW TO AK� W1 6- MT.. EMELWEW� 70
�Mi, TNCK RIME.
LA,
FOURM MR POJRER �ONCRVE (lp� TOR I
sorom) Horrom)
(END MULLION ONY
ALTERNATIVE SECTIONS X3-X3 VVI a*
EEGE Of Sm lj i�-_ OF we
AL
MR (2) 3/4-. KM EtAl TZ "RANSIM
EO,— LO�I—MCHOR$ 0 INTEROR W11W 0
S BOX NOT
(ORIEWAON 02).
E10--l-�OR
*% ClLD�ERjEYA.[L@AND
It m;,. (13/4-0 KWA OD0 8 "PAX5104
�o a mo MuLJO.
rLoRicA EI COOE (N. 1I V"�ly ff. 2-114
(ORIEl%ARO.3 It &
itz W.
Na
utilus
FLOOR TO CEILING /TRAPPED MOUNTING: MULLION
KSS!Mrsy�
SECTION W-3
EXPERT SH ER SERVICES INC.
�,., I� WIM
END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION
162,t
AL IVW St. W�M, ", A04
L��` 21-;� i
17-244
P-E u 4E !�_q . — IHIS 12 4-
M., E.D�
SSEEDUIE
GLASS
Q'/8
M... LO�
\�P%Am W�D END
SEE SCHEDULE IH,
tw�
v ALTERNATIVE SECTION X3-X3 W/
0'/8
J,Y�jt ORIENTARON 9 2
(2"0 INTERIOR MULUON ONLY)
ff 10
St,:E :RAIL CD;j AND 80M NOT �SROW"
a '�R:��
lFOR CLARITY. I
—(SEE S�MJzr #%Y— —(SEE SCHEWLE
FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS(R
SECTION W-3
FjNo, 4
0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION
51OLICABLE TO A LIMITED LOAD, MULUON SPAN AND muLuON SPACING INSTALLATIONS k'
SEE MAXIMUM Q (INTERIOR) TRAPPED MOUNTED MILLIONS SPAN
COVERED BY SCHEDULE IV FOR INSTALLATION CASES 1, ift & 11
ON, SHEET 25.
(LIMITED LOAD, MULJlJOW SPACING AND SPAN' INSTALLAWN)�
INSTALATtON CASE I - RESIDENTIAL AND COMMERCAAL APPLICAWNS
WITH *60.8 p.a.f. mA&MUM XS.U. DESIGN
PRESSURE RATING. 12'-0" WX!MUM
MULI ION SPACING.
SEE SCHEDULE #1 FOR ADDITIONAL SPECS.
INWAIMON CASE la - RESIDENTIAL AND COMMERCIAL APPLI�ATION
Vil �60.8 ps.f. MAXIMUM A-S.D. DE ItSIGN
"ULt
caUWR PRESSURE RATiM S'-O" MAXIMUM LION
SPACING.
SEE: SCHEDULE #1 FOR ADDITIONAL SPECS.
INSTALLATM CsSE 11 - COMMERCIAL APPLICATION FOR :1,100.0 P�S.f .
MAYINIUM A.S.0, DESON PRESSURE RATING.
8,-0* j1xxjVutA NULL(ON SPACING, SEE
SCHEDULE #1
INSTALLATION
NIN- SLAB
I ANCHOR EYFIE & SIZE
MIN. ANCHOR
MINI E
INSTANCE TO
CASES
("p. Top & BOTTIONI
FM�EDMENT
ANCHOR
13/8;0 NED mc qus-H
R �.
EN
3/8-# MWER FASTENER
2 1/2-
5 lIr
nm- SOLT ANCHOR
'2K
1 "2_0 HILT, N
12-0 HILT) INC WK
1
5 1/2-
tz
it
6.
6'
-0 WLTI INC 0,
1/2 INC KVIK
�/2'
7 1/2-
DO 'o LT TZ
EXPERT SHUTTER SERVICES
DL� .4SV 17-244
EWE T ��LE�
2 1
"I, ED
CONITOXXIS DEEDED
m4cwm (re - a w;-
7KCK swa
7 3'/4' NOTCH WEB------�
El (Typ Top/Doram)
li�s
E.0
CONCRETE ((V -- 3 W W-) I
8' 14P. THICK M,a
1 1/2-
�m DEPITIVI/e, C.%,
�,K (TOP & sorrom) W/ 1/4�oy314' rW BVILDV TrK SCREkq
I�On n w/ 2 1/4' �,.00&v CKWIZO MIL
EmBEDUCHT 0 2.,
SRI,
(WALL 1/.OUNTED SlfauN, "Y BE
XSO INSTALLED TRAPPER HOUNTEDU
PER SECTTON 0'-Q* ON SHEET B.)
E)(rERIO;t
-1- 1 1/2'.1 1/2-VO.062.CONT. ALIN.
'-MOLE W1 1/4*0Z/4' IPW BU;LDEX
TEK SCROYS 0 24" 0 C. TO TUSE�
EWE IF �K'Wlf� WAU, (M� TOP
WALL MOUNTING � MULLION
POU EDCONCRETE'VA—LL
SECTION W,4
END & INTERIOR WALL MOUNTED MULLION IN5
EWE w App)-10119�
7 3/4. In, E.D.
POURED CONCRETE
(f,c - 3 �t Wn.)
8* Min. 'MICK REO'D.
cl —ITE
j S�QE
SECTION X4-X4W/
iENP—AJNMlQR--W-"t0.)
(WI ORIENTATION P 2
(4-V7-)
4 FOR CLARITY
INC.
17-244
F �PUCANLC
Ml
4 3/8-
CONTINUOUS POURED
Or M., 'ICKNESS
Rrao.
X4
l"FMUI_I-jON DLIUNI/0' C*�L
�m. TUGE (Top & mirrom) W/ IV, wl
5/16-0 TAPECNS XL W1 2 1/4* vAlo,ow .
A.. EMBECAW C 24" - WA.0 0 2c
END CAP
(WALL MOUNTED SH05NN MAY
BE ALSO !NSTA�EU
MOUNTED PER SECTION W-O'
ON SKEFT 8.)
K�A
NO ;
1062'.CONT. A, UM.
'0.3/4' ", BUIUDEX.
24' .,c. TO TUBL
A i/a, '\-(2) 3/8'1 KWIK WU TZ EKPANS�011 kNCHDR
MIN. E.D. W1 2 ' M�. E40EMEW TO POURED CONCRETE
\ W� (m. TOP & EAoTTOMC.
EWE IF vftI(UlILE_ CONTINUOUS POUREE)
Ca4mm 0" - 3 Id MAI
B" U, THCFNESS PDO'll
WALL IVIIGIJKKTI�NG t MULLION 3
FOURt[) UNCKtih
S 0
E&I N
0 INTERIOR WALL MOUNTEDMULLION INSTALLATiON
,BLETO A LIMED LOAD, MWORSPAN AND MULLION SPACING INSTk
SCALE. 1/8' - "
N.
EDCE IF APPLICABLE,
4 316-
CONTINUOUSS POURED
CoNant V. - , No
6- L',
REO'D.
m
SECTION X4-X4 VVI
(INTERIOR M
OSEE MAYIMUM Q (INTERIOR) YVAUL MOUNTED MQLL�ON SPAIN
COVERED BY SCHEDU; E 2b' FOR INSTALLATION CASES I' & I
11' ON SHEET 25 (UMNED LOAD. MULLION SPACING M40
$PAN INSTALLATION);
INSDAILIATION,CASE r - RESIDENTIAL AND COMMERCIAL
APPLICATIONS WiTH t6O.8 P.S.I.
MA)CIMIJI.1 A.S.D, DESIGN PRES�URE
RATING. 12'-0' MAXIMUM MULLION
SPACING. VAUD FOR CONNECTION TO
CONCRETE W/ 011,11 INC HUS-H OR
POWER FASTENERS WEDGE -BOLT
ANCHORS.
IWXIAnON CASE Jr - COMMERCIAL APPLICATION FOR *100.01
p.�.I. MAXIMUM A.S.D� DESIGN PRESSURE fWING, 8�-O"
MAXIMUM MULLION SPACING. V4LtO FOR CONNECTION' TO
-014CRETE W/ HILTJ INC 9WIK DOLT TZ ANCHORS.
SIDE RAIL PD, NOT SHOWN FOR CLARITY
44167
. . . .......... .
'um.'W'-f aim
(tNautilus
EXPERT SHUTTER SERVICES INC,
112,
17-244
I
STEP It OBTAIN JOB SITSSA-SO- DESIGN PRESSURE RATING B,,F) FOR THE OPENING AND DEM60 SLAT
SPAN'L"(IS TO PROTECT IT (SEE GENERAL NOTE 0Z SHEET 1).
STEP�.ENTERTOCHARTS (Ia. III & lb' t THRU le ONSHEET15 TODEMIRMINE. BASED ONAM 117
SLAT SLIP Vn), ANCHOR TYPEAT SID FALLS; &S.D. DESIGN PRESSURE RATING (Pal); THE
REQUIRED MAX SLAT SPAN"Lft.
THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU TO TO PROCEED WITH
PRODUCT INSTALLATION VERIFICATION:
ENTER A.&D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE,
FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE
FOLLOWING DEFIN17 ION FOR SLAT SPAN SHALL BE CON SIDEREO:
Lux,t.T141SISTHEMAXIMUMALLOWASUE SLAT SPAN FOR WHICH A GIVEN M'SLAT SLIP MAYBE
USED, FOR A GIVEN ARLO. DESIGN PRESSURE RATING.
MINIMUM REQUIRED SEPARATION TOGLASS ISPROVIDEDON CKAHT)v: PROVIDES SEPARATION
TO GLASS FOR PRODUCTS W/O OR W? STORM BARS ISEE STEP 4).
(INCHES ON CENMRS). SEE GENERAL NOTE 7 ON SHEET 1 �UK AULMUK
STEPA: IF PRODUCT INSTALLATION INCLUDES STORM BARS. MULLIONS OR STORM BARS & MULLIONS, THE
FOLLOWNG MANDATORY ADDITIONAL PROCEDURES ME APPLICABLE.
PRQCEOURF 4w: IF STORM BARS ARE USED
1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON
CHART Ia, ON SHEET 16, IT SHALL BE MEASURED FROM 13ACK OF SLATS TO GLASS.
2 ENTER TA13LE ION SHEET 22 WfA.SD DESIGN LOAD: STORM BAR SPACING AND DETERMINE
MAXIMUM
ALLOWABLE STORM BAR SPAN (HEIGHTI.
3, ENTERTABLES 2 OR 3 ON SHEET 23, WITH A-S D. DESIGN PRESSURE RATING AND STORM W
SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE
TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHOR$ TVPE LEGEND FOR VARIOUS
ANCHOR TYPES COVERING PERMANENT ANCHORS A A 0) OR REMOVABLE (ANCHORS 5 & C)
INSTALLATIONS & A C14010E OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND
STORM BAR SPACING.
MOLFqURE 4b-. IF MULLIONS ARE USED BUT 00 STORM BARS
1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL
BE BASED ON CHART le ON SHEET 15, IT SHALL BE MEASURED FROM BACK
OF SLATS TO GLASS,
I ENTER SCHEDULES Ia THRU 2c ON SHEETS 24, 25 & 26 W1 A.S.D. DESIGN LOAD ; MAXIMUM MULLION
SPACING (MAX.. IZ. VOR 71. AND DETERMINE MAXI UM W S DIFIGHT)WIALLOWASUE
INTERPOLATION IN BETWEEN SPACNG$ FOR A GIVEN (91, MULLION TYPE &
MULLION ORIENTATION,
3. SEE SHEETS 10, IA& 11. HA. 12� 12A. 13 & 13A FOR REQUIRED MULL1014 CONNECTION DETAILS AT
TOP & BOT701A FOR FLOOR TO CEILING R
CONCRETE FOR A GIVEN MULLION TYPE jro&VV I L MOUNTI NGS OF MULUONS IWO
PROCEDU IF BOTH STORM BARS & MULLIONS ARE USED
1, MINIMUM SIEPARATIONTO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED
SHALL BE BASED ON CHART Ic, ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO
GLASS.
2. ENTER TABLE ION SHEET 22 WIASD, 09SIGN LOAD AND STORM BAR SPACING AND DETERMINE
MAXIMUM STORM BAR SPAN (HEIG"�
3. ENTER TABLES ZOR 3 ON SHEET 23, WITH A.S.D� DESIGN PRESSURE RATING AND STOPA413AR
SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP
S BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR
TYPES COVERING PERMANENT (ANCHORS A A D) OR REMOVABLE (ANCHORS 13 & C) INSTALLATIONS
A A CHOICE OF 2 OR 4 MCHCR9 PER CONNECTION DEPENDING ON LOAD AND STORM BAR
SPACING.
4, ENTER SCHEDULES Ia 7HRIJ 2c ON SHEETS 24.26 & 20 WI A.S.D. DESIGN PRESSURE RATING:
MAXIMUM MULLION SPACING (MAX., 12% IT OR T). AND DETERMINE MAXIMUM MULLIO PAN
(HEIGHT) W ALLOWABLE INTERPOLATION IN SEMEN SPAM VA, 9).
MULLION TYPE & MULLION ORIENTATION.
5� SEE SHEETS 10. 10A. 11. 1 IA. I Z 12A. 13 & I � FOR MULLION CONNECTION DETAILS AT TOP
BOTTOM FOR FLOOR TO CEILING '5
TF ED)9,R WALL MOUNTINGS OF MUU-IONS)NTO CONCRETE
FOR A GIVEN MULLION TYPE & 4))-
*WPROCEDURE PER STEPS I THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME
STRUCTURES. SEE SHEETS 2D & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO
OOD FRAME STRUCTURES.
SLAT PERFORMA14CE CHARTS Ia. lb. lb' & IC: (ONLY VALID FOR IIZ'SLIP)
FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p,f). PRODUCT MOUNT CONDITION INCLUDINGANCHOR TYPE AND FOR INSTALLATIONS Wl OR WfO
CHART Ia
CHART lb
CHART IC
I!E
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ISE mumml � Asa..UMD 1f)UIE
3/&'0 tgKF 8qLT3gCH0R
Ellirz TAP ON XL ANCHOR
511VO TAFCONXL ANCHOR
ED CONICS
... �. �m .� R=
um
MAX. SLAT SPAN
MAX. SLAT WAN
REOUIRED MIN. SEPARATION TO GLASS
A.SM.
LW)L* (h)
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tlm,. (fT)
MEASURED 70 049 OF SLAT (in)
DESIGN
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20'0'
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14 1/2-
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15,-2*
lg,-r
IV-6,
14'-S'
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14 1/2'
1.
—
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12,-c*
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v
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20
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13-1
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13-1
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14 ./v
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14'
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101-41
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12'-D'
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V-10'
8'-io*
131/211
611
mo
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10
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lo-�-sv
ll'-7'
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10-i,
Ili*-2'
9-8,
12*-0'
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8'-o�
1.
12 s/2.
13-6.
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V-4-
W-7
W'-4
a -6*
71 -9,
1.
12 1/2'
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w-s.
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e 4
9 5
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4
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1104
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61
—6*-,
1.
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6 �-r
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=,72'
1
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W-5�
1.
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7'-B'
8-0
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10
10
NA
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a
1.
two
�_w
w-w
* NCqES,
1. ASM INDICATED MM. SLAT SPANS "Y BE USED AS LONG AS
ANCHOR SPACING SCHEDULES ON SHEETS 17 &.16 INDICATE THAI
AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT
SPM AND A,S.D. DESIGN PRESSURE RtONNO.
2. REQUIRES SIDE GALS FASTENED TO EXISTING SMVCTURE WON
3/8-0 KKK BOLT 3 ANCHOR OR 5 16's TAPOON n ANCHOR� IWO
POURED CONCRETE OR GROU LN CELL CONCRETE BLOM 09
N,,jH 1/4-9 TEX ECREWS AT WUU.IONS CONNECTION. V"' FOR
V*LL MOUNTED, VAPPED MOUNTED, AND BUILD -OUT MOUN7EG-
3, �JMUtV S�T SPANS FOR NMMED%TE LOADS WAY BE
DETERMINED By UNEAR iHTERPOLAT;ON BETWEEN END VAQUES�
0
c �17 MnU, ..
UTrER SERVICES INC.
N�` 17-244
14t1W
WALL MOUNT
SLAT SPAN
RANGE
PAM
>
>
W-7, t
t
s'-12'1
W-16't
I W-20' t
X.0
� >41 to
"I-11
9.
tl-w
—
5/W_
TRAPPED MOUNT
il%
SLAT
RANGE
to AT
> t
> W-W t
V-8, t
W-12, t
> IV-tw t
> W-20' t
97--
9.
12FIO
9-
7'
�141-Il
1 1.
1
1 Ir
6.
BUILD-OLIT MOUNT
SLAT
SFA14----
t am
�W.. SLAT SPAN FOR A
GIVEN A.S.D. DESIGN
PRESSURE RATING $HALL
NEAR EXCEED MAX. SW
SPAN INDICATED ON SLAT
PERFORWCE CHART ON
SHEET 15.
UM �01
SLAT SPAN WOE
CW*1
PRI29M
0'-4' t
> 5,-6,
> fv-7' t
>
>
> -
>
CE�
(9
E
ME-
-0
E
(E)
IS
m
@
Q
E
n
OE
(�)
1
co
0"
5 R/a
Nla
wo
--2L-
-.K-
91
9.
0.
9.
91
9.
7'
-
5
i
91
7 1/2'
6-
5 5/8'-!
5/6
5 5/8'
a'
9'
�2LI42
5 5/8
5 a
5 5/8'
6 31e
5 5/8'
5 5V18W
5 5/B'
5 5/8
-
a 51Er
5 's/
9.
7 I/x
aft�'
B-
—9-
—9-
--97-
7-
5 5/W
6 3/4'
31W
5 5T
5 5/a*
5 bLa:
8-
6-
7-
SLAT SPAN RANGE
0'-4'1
> 4'-5'1
S'-w t
> V-7, t
> 7,-g, i
> g'-12't
12'-16' 1
> IV-2W t
N.0
7 1/2-
-5 1/2.
A.
>61-40
E�
81
7-
-4 1/2-
3/4
-;ii —,"
—a-
a-
6 1/2-
3 3/4'
3 3/4-
5 1/2-
4 1/2-
3 3/4'
;121--140
1/2-
6-
1�2
4 -
3 3/4'
5
4-
1
TRAPPED MOUNT
SLAT SPAN RANGE
0'-4' t
> 4'-5' t
V-5, t
W-7, t
> 71-91 t
t
> IV -IV 1
161-20, t
5 1/2-
>a!�Lo-
o"
6'
5 IIV
4 1/2'
-5:_
6'
4-
4
�6*
--
6-
V
4:
3t4
z 3,W-
f>
_3
—3/4'
—6-5
—4-
3/4'
—r
5-
1
---i —3/4'
BUILD -OUT MOUNT
SLAT
SPAII-.�
E�—:)
t NOTE,
MAX. SLAT SPAN FOR A
GWEN XS.D. DESIGN LOAD
$HALL NEIIER EXCEED NM.
SLAT SPAN INDICATED ON
SLAT PERFORMANCE MART
ON SHEET 15,
SLAT SPAN
RANGE
po
> 5'-W t
V-7, t
> 7'-w
T
I
> t2'-)O' t
> 16'-20* T
7- --Fa
(E)
CE)
( (Ei
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(E)
E
E
E
E
E
E
7c)-
-
6.
0.
6'
6.
6.
6. 6-
5 1/2-
5 1/2-
1/�2�
4-
4-
13 3/4'
6
6.
6.
6-
6'
6.
5.
4-
3 3/4'
TT14�
3/4
4
6,
6.
6'
67
-4.
4- 3 3/4*
3 3/4'
3 3/4'
Fi/4"
lal-I 0
5
6-
61
6,
r4�
6*
3 3/4'
3 3/4'
3/4'
3 3/4'
3 3/4'
6'
5'
5 3/4'
4 1/2'
4 112�
3 3/4"
3 3/4�
3 3/4'
3 3/4�
20
6'
6.
6'
6-
5 1/2'
5 3/4�
5 3/4'
� 1/20
4 1/2'
4 1/2'
3 3/4*
3 3/4'
3 3/4'
3/4'
4 3,L4
S,�4
1/2
3 3/4*
3 3/4'
3 ;�141,
1141- TO
6
6'
5'
4 1/2:
4 112r'
3 3 4'
4-
4'
4'
4*
-
" &�
I)EGIC*1
PATIN's
SLAT SPAN
RANGE
W-4' t
> 4,-5'
W-e, I
> W-7, t
> 71-91 t
I, 9'-IVt
IV-Ir t
> le-21Y I
4 2*
7*
4 1/2-
4 V/2.'
7--
I 7�
7'
lei -Its
7 1/2'
5.
4.
1141-160
7'
TRAPPED MOUNT
U� "A
Des"
PAIlia
� (W)
SEAT RANGE
0'-4* t
4�-S' t
> W-8, t
—
> W-7't
> 7'-9'1
V-12't
> W-16''t
> IV-20't
Wo
—
fil
—
a.
6.
6.
46r-
4 1/2-
4 1/2-
-6
—6
6"
6"
1 �2
--7-1/2-
A06-120—
—6-
—1/2'
C
5,
1/2-
3 T/4*
_7
_L'21-10
110-m—F
—6-
1-5-
4"
BUILD-OUTMOUNT
SPAN
L=
MAX. SLAT SPAN FOR A
GIVEN A.S.D. DESIGN
PRESSURE RATING SHALL
14MR EXCEED ItAX. SLAT
SPAN INDICATED ON SLAT
PERFORMANCE CHART ON
SHEET 15,
� �m
SLAT SPAN RANGE
DISM
PRESM
W-i, t
> V-v I
W-6, I
I,
> V-12"
> 12-16, t
> 16,-2v
t
(E)
@
dd
(o
(E)
(9
1 49)
E
E
CE)
(E)
I @
-E
E
ra
6'
6-
1 ��2:
4w
14 1/2'
6'
4-
1/-2.
6-
Ji—,
IT
2
4 1/2
3 314
5 1/2
5 112
S.
1.
4.
3 314-
6'
6'
5 L/2'
4 1/2*
4
3 3/4'
_7
--7-
'u',
6-
�IL2
4�
4
-
51
4'
SCHEDULE VC;
Vx FORCES (Lb/FT) & Vy
FORCES (Lb/FT) ACTING AT JAMB$ FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR
POURED CONCRETE OR GROUT FILLED
CELL CONCRETE BLOCK WALL BUILDINGS
(USE WXIMUM VA�UE eErwEEN
PosrnvE AND NEGAVE kS.D. LOAD)
MINUM
SLAT
SPAN RANGE
0'-4'
> 4'-5'
> V-6,
> 6'—
7' > 7'-9'
> 9'— 12' > 12'-16'
> 16'-20'
PRESSURE
RATING
(pst)
vx
vy
vx I
vy
Vx
VY
vx
Vx
VY
vx
vy
vx
vy
vx
VY
5 30.0
10
—6—
60
10
75
165
90
38
r
so
999
240
1390
300
>31-40
10
80
10
100
386
120
e,0
440
140
398
180
823
240
1326
320
1823
400
>41-60
10
120
290
150
794
180
509
210
708
270
1266
360
1962
480
2553
532
>61-80
10
160
r-240
616
200
767
240
796
280
1007
360
1695,
480
2422
600
2547.
596
>81-105
123
210
550
263�
711
315
1142
368
1372
47-7
2009
591
2492
638
—
—
>106-120
13
—728
—300—
8-81
—36T
—�345
420
1587
540
2112
640
—
>121-140
552
960
—2�50
1003
420
1612
2
49
6�
30
L139
>141-160
781
320
1 1185
1 400
1322
480
1 873
—
560 1740 640
_--�PIAT
------ I
*NOTE;
SL6I
SPAN
DEFINITIO
PSWKV.DERIO�4R�TMTEMSTV.'GSTRUC"UREI$
DESIGNEDTO"POqTV, AND VY FORCES HPOUNW PER
UNITFOOTOTSHUTTERHEWITATBOTHMSS.
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Vy
SIDE RAIL
Vx
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CODE (Non Ifigh UQoAr
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EXPERT SHUrrER SERVICES INC.
7-244
StATP RFGRMNCECMFZT lbl & ICI (ONLY VALID MR IW SLIP) sLATpEpFgfkmg&gquAullbl & Rol (Om vAuU FOR Im' SLIP)
VORA GINIEN MUMMUIA"A DILSION PRESSURE MROHIAND
0,kRS PERIDETAIL2 HELM
CHART lbl
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DETAIL I I MNJ
A NOTES
1, ABWE INDICATED IUX. SLAT SPANS MAY BE U!EED � LONG
ANCHOR SPX= SCHEDULES 04 SPEET 21 INDICATE lHkT A SPACING
IS AWLABLE FOR THE CORRESPONDING SLAT SIREN AND ASO. DES"
t i �013 PFMME VAU TO BE BUILT STRICILY IN ACCORDANCE WIN
SPECS GNEq ON DETILI AND PROVISIONS FROLA CpkPTEPL23 OF
TIN FLORIO& BUR.011,10 COX, MINIMUM LENGTH Or WIk_L AT EITHER
0" OPENING SIXL BE 33'.
RoRw 8 utmG ODDE (No, High VII..V.
Nautilus
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17-244
MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE. WOOD GRADE, A.S.D.
DESIGN LOAD (psf) AND SLAT SPAN RAN13E
WALL MOUNT& BUILD -OUT MOUNT TO TA" W001) STUD
(SEE DETAIL I QN SHEET 20)
WOOD GRADE
ag Spm WISE
'S.m
m
Cr-W lo 4!-V
SOUTHERN PINE #2
(G�o.m)
30.0
40
6r
60
I
6.
DOUGLAS-FIR-SOUTH
(0--0.46)
30-0
6.
40
S.
SPRXE PINE-51-s",
(G=035)
30.0
r
WALL MOUNT TO 2'�XW WOOD STUD WiTH MINIMUM 1/2" PLYWOOD
(SEE DETAIL 2 ON SHrET 20)
WOOD GRADE
SPI
RANGE
�,r*
4
>Vhg '
>Vhg
>et7"
>Ytil'
>VWIO'�
SOM,ERN PINE 12
(G=0.55)
6.
6.
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6
6-
0.
-
c
4 3X
so
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6
6"
EE
6'
4 3/1-
3 1/2-
50
a
6
5. 31e�
,
5 1/4-
3 3/4-
3-
DOUGLAS-FIR-SOUTH
(G=0.46)
6,
1�
S_
6.
6'
B.
6-
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7
30,0.
6,
e.
6.
5 1/4"
BUILb-OUT MOUNT TO 2"A" WOOD STUD VIATH MINIMUM 1)2'PLYWOOD
(SEE DETAIL 2 ON SHEET 20)
WOOD GRADE
SLAT SPAN
WOE
> �-e
>
=ZQ
��oo
6"
6.
6"
61
S'
---
SOUTHERN PINE #2
40
6.
6"
6'
6
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5 1 4
5 1 /
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—
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TABLE I
DESIGN
STORM BAR SPACING (Fri'
PREZURE
3'
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THIS REGION IS ONLY VAUD FOR INSTALLATIONS;
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t MULLJON ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT.
RE,
17-244
GENERAL NOTES-
W� COM UZ �04 SHOITER AO%W�"—e �,.,,fmEG FOR ODN� W ADOORUNN" RON W 2017 (4� OF ME rNaRm
BE RE AM uniu*ea cccEm A aAsc w:No sFiry REDcro wTK awjsc� NE,, &Am
ON '"Sr�*ON A 0��CR*Olffr FACTOR M-0,15, U&NIA= 7-10 AND R,,NO, �TG
SKIES 11 THRU 12% is & =
ORGER TO � ME Ae� DONOMM. MTWOE DODGN R'c' DETERMRED POR ASCE 7-10 � BE FIRST BACKED TO A.". VESNA! WIND �s
�M� MENI BY " W ORIANTO CGWAAE THESE W/'NXC (&DG) Dcs� M,,,, � ON ,,, , eB, R. S A 2M
0 ORDER to TERNT W cc`� AND A"ERM ON Me pX% M IEEI� - � NOT ONER STRETSED, A W,X �N� N �,,, cTR,,, M ARE, ,ABS W USE, W MA,
ANALYSM HOWEVER, A MO �M FM" �1-0 M USED FOR �MVI OF fASNAERS W WOOD�
RETINA "A'OORD"" SNNM STB"A'S Aca"ND' FOR t'�C W� '�= LEAD IND SEEN VUBFIED N A=RDAK= WITH ME AS�T UENPONED WOE AS M
JOBOgGI-10 AN, J,,10AI-11 A, M W-201. TAea AN,TM_= FROTOOD� AND
AND E-1096 W� z, wND TONE, 1. 2 & 4) & #1220.01-10 AS M W 201. 203,&,203 PROTOODS LARDE Ms� ASTU E "S
'rNED' G" 0 M PER A5M E-106 AND C-1996 (� LEM D, )VNV ZONES 1. 1 3) BVRC � �y ,0 A, M 1,, , pgOnc,,
Z W B"A"'o AND W AM BNONEE"ED TO RORR W MDON "M ONCH OMEB UNDER ME GONER& lXAlATONS AND 0ONGMGqS OF ON SNEET is
%��w Y)4'U�ST DONNEDROW 70 TRACXS &UL BE #14�75' AND #14.1.76- �Y. 410.W WNWW SEAM
BE c,,,, ,, ,,,A w =MC � AS �� By A�
OD'OND MpLrATM' REGROONG NMT ANEREAN ENNTTEA �RGX RW UM BEAR ME W �NG O� MEN N,,,
4 AM �w VONWERONS � BE A� � Auor No ya,paz A, v=Aro OR sNIxTs 2 AND � �UU � STRORM FOR "n-T, � M ,4 W AND =7 W
=5-T5 AUDY.
A� SORENS TO BE Srk� STEM � OR 316 RE, ,,E, W bDRIWON DGM � sne, A, M ON OGM N ED W M INGO SMENOM AND go MeE
AND � ODUPLY W/ KORU BELONG CODE SECRON 2411,�C �RENQM.
BMTS TO BE Am' A� OACYAN201 Syd� OR AER � OR 316 W= 3%�S STED, W WN" V,,NM
7- GGE ME ra"6� Unas F" ARENOR SPEOTCANOW W TRADE 0 1 1ZI3.14.13 AND �
W SABE() & 0 � IN U� 12� 13 & 13
R TRRR CORONA KV' AETORNON SHUTTER SYSUDA &DRS A U� PATENT J6779=. OOp,,MM or M, ON W PAR, W 5. A,,M V4M," M� V
WAL �x �
SONADROE IS TO M ATTACHED TO �R� K� TO
,, ME M,M, To
TO. ENO4 UNIT NUST DEAD PTRIVNINT � IN A MWU PWT '
OD"00011S AND MONET OR � AN. w AND HO �� %RIN Ap,ON, NOTE, OF MER. TVMT ON �y W AND M
it, SHUTTER NANN'AcED"t LAGEL SKkl BE =ATED ON A REAUIY� � AT S,,NON ,Naq� 0, T,DASA D,AaND W_ ONE WU � BE
. `RACED FOR EVERY � www TO COVIXY WITH SUGRE14 ImIal OF THE FuNtak cQue
'Z GERMA KV- ADEORGON SNNTTER SYSTUCS ldl�N SHN1 CORKY WTH SPECS 001CATED-W THIS DRAM9 � ANy �, Me W,,, ME �SGETED WHERE
PERUff AMUED TO.
13,4.) ME P.M �xRvo " DOG ENGevET 4 ODOM: AND BODE NOT PROADE. MFORNOM FOR A = srTent pk�. W. wwax ME we �Dnxe vc� rRou � P�
�G,) � To BE RrsFoNETtE FOR ONE �. �Axn . � � WE ScNw OF Me PACO=. B� ON THS prm�. �m K/W GOES wor � rNew
THE CD0lTTDNS CURSED ONMG DOM�. �CTON WMAT SDE K THE caNMA,,,FS AM�
PEA � BE OONSVERED NVAUb W ALTEIZED OF ANY
sI,Eanc FRaArm sNAm BE �Ano w A �" REDNERED END"M OR ARONNEE� WHICH � REDONE THE EAVOIA OF REOGROir�) M T,, � AN, "0 ,, BE
REAVN NSNR
4; EMSr\
SCANNED
��l L E it �0, ee,,�
ff
BY
St. Lucie County TMUT TESTING & ENGINEERING o6wpANy
AREA 1: IV R, ADES 0D
GENERAL NOTES
Zw I
STEVEN COMPONENTS 1-20
SKEET 2
SYSTEM COMPONENTS 21-37
SHEIET 3
FORM SNUTTER ASSEUBLY U-44
SHEFF 4
M M � &LADE & WMOW DUAL
fteZ�gl 1 11141,17 M AND KV IVINDOW
RI ADF t%
pt G� �
ICABI,U
rrpr� SMmER �ADDN & NOTES ON LOMS
SNEET 5
INSTALLOVION DETA� A-F, CCRCF�/IROCK
Wgr 0
INSTAUAT0,; DETAas G-U, =cer�
� 7
CENTITUXTE DEMM w
SNEXT a
CDOXIOAX ALTERRAIMB OaAss w
SNEv; 9
END CONNECWl WARS 1-6. WNCRETE/MOM
SHEET 10
wx� WAN TAE%zs
SRM t I
ANCHOR S�E- CQN� 4, MOCK
SKEET 12
MCWM SCNETKAX- CONCRETE A, �
SHEET 13
ANCHOR SOKVX�E- coNcRETE: & BLDEA
�f 14
ANCHOR SCHEDUU- BODO
SNEET 15
�STAUANON DUAJLS M-P, WOOD
SREET 16
WrAuxwri OLTX� S-X, NaDG
ShEFT 17
END COMECTON, W� 7-12 & X, ,,D
SNEET is
AREA 3' HV MUNDMeL6DE & ONLY
"IM SHUTTER VEXATION SHEET 10
AM I' W WNDOW BlAnEMOkLY
�Mhl WARS. ULTAL BRAD W� aftEr 20
THIS DRAWING SHALL ONLY BE USED TO
OBTAIN PERMITS IN THE STATE OF FLORIDA
AwS,SmAn
American Shutter Systems
Association, Inc.
4268 Westmds Ddve
West Pohn 8each. FL 33407
No
(D SQUO HLA
COVEtEO UNDER US PATENT 0 5458179
Uk OF B�F-�ON SHEET 19
OR TgOR'LORW/v 989 ONLY,
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600-76 ALLOT AND TTMPCR
w
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2-920
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AmerIcan Shutter Systems
Assoclation. Inc.
4268 Weetmods Drive
West Palm 'Roch, FL 33407
AND TEMPER
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6063-76 AV.Oy A TEMPE&
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AM#rican ShUtter Systems
RV RME P W/ OR WVb IM VNIDW MADE
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47-bTAP
ENGNNEMN G
Assoc lotion, Inc.
Pox,
4268 ftstmada ON-j,,
West POIM RICCh. FL 33407
)RAVANG N.
p F A
UA. 1 "167
17-107
SHUTTER ASSEMBLY SCHEDULE FOR
HV (D. HV
HV SIADE I
(9
W WOE IA
I&
W LONG RECESSED NYLON ffLtSHYIG;
0
W SHORT RECESSED NYLON BUSHING
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W WHEEL CARR14CE AJSl 3027303 SERIES
0.870'4/16' THICK NYLON WHEEL
SERIES S.S. RNSTS
@
HV 1 3/4' ACCORDION PIN W/ #8 HEAD *
@
HV 2 Zile ACCORDION PIN W/ JS HEAD *
6
PoLYCARBbNATE IMPACT RESISTANT W WINDOW
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(1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR,
GOTrOM KNUCKLES OF W ACCORDION SYSTEM W/ Wo OR
HV A BLADE.
OCR 0 or
M&REM C "I
T7,
I
4,91CAL SHL"TER ASSEMS
(2) HV PIN @ MAY BE USED IN LIEU 'OF 0 AND ONLY AT
EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ Hv(D
SLADE V4HEN CORRE SPONDING TO INSTALLATION '11'. SHEET 7.
i3) W PIN @ OR @ W1 1/2- O.D. 1/16' THICK SS. WASHER
SHALL BE USED FOR DIRECT MOUNT INSMILATION PER DETAIL X.
SHEET @
MIIIL�-Ax�
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TILIff TESTING A ENGINEERING COMPANY
RIOR
SHEET
POLYCARSONATE SOURCES FOR 4
ww
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A,S,S,An
American Shuffer Sysfems
Association, Inc..
4268 Westroods Deive
Wast Pol� Be�h, FL 33407
0-0-
fir C
—V
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OF CORNER
CENTERVIATE
Of
JY?
ICAL nl HV BLADE SHUTTER ELEVATION
N.T-5,
"ll it ONE W LOCK q� -1 @ SKMl BE USED AT 1/24F %WM
j2wof &RUTTER SPAN FOR SPANS UP TO I OS*. AND FOR M.
D"D AS 44 WSM OR OUTSIDE LOCK, ArACRED I
I/Q. . 1/2 LORD �? HEAD M U.S. LOCATOR OF LOCK
VAT
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17MY BE US1111I AS AN V��" OR OUTSDE LwK. �NECIION OF LC
W3821-2=700 ON TrPI SHUFFER �ATKIN,
0"I ' mfiN M CONDITIRTM at OR INDES
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TO MEN SELRIER P I 7ARCEE
MAN
uANCF LOOKING ROO AN
AT STACIONG POSYTOR (NON VURRICARE POSTRONJ
19" 02, ONE W UXX & W (B SHALL BE WED AT COA�IER CF�
Upromw I I
UNMRMATTs 0 1 1
SPAN
a MANDATORY CONDITION 13 FOR KEYSI MOUNITHO INSDUUM, on W LOCK 6 ., 0 � 0 SRxU. BE
U;SD AT 112 OF SRUFFER SPOI FOR AVY WAR OR IV ABOW OF, BEUTW 1/2 OF ,UM SPAR MR VMS Up
To Se" AND M AWAIMATIONS AT ANf. ELEVATION. W LOOK la � 0 ., 0 My M W,, A, A, WSW BE
OUTSIDE LOM ARACHED TO 4D r 9 SYMMETTWAL CONTObI -W/ (4 1/4�20 x 1/2' UONS RAT HEAD &E,
IS OOMPLETELY MANDATORY.
R == SRAIL BE As ORTMIED ON TYP� SHUM DUNATION WE OF UXKWG RODS 0
"NOTES ON HV "T" LOCICS AND CENTERHATES,
OR
f �U : ORE AkTERRATE RD � CS mn, W,, W U,,, W
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USE OF �0 ROW 0 a cw�y ITI
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American MOST Systems
Asswelall on. Inc.
4268 WastroOds Drive
Wcst POtM B-cch. FL 33407
—
0213117 � Uak SURny, ac.
Accordion Shutter System
KV. ELADE #1 W/ OR W10 KV. WNDOW MADE
127/17
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10 y
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4268 W..Lmol DZO
West Palm Beach, FL 33407
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Vn'
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0. TILLIT TESTING & ENGINEERING COWANY AmerIcan Shutter Systems V'
V-V
107"nk W.. Assoctallon, Inc. I OLD is -W-- -01M.117
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Amerl=n Shu"or S"ma
Ass"faflon, Inc.
4268 W"imad. DANe
Vl�t Polm S.cb. FL 33407
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No
107
I
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Alm or IV o,'
W/ ONE H.V. LOCK or 0 or or
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