HomeMy WebLinkAboutSET UP-INSTALLATIONTABLE I
ALLOWABLE PAN SCHE LE
FOR USE
WITIUm I mi, nvnz
DESON
I POSITIVE .11WE.
Wff"
EGATIvE
Wool
Te
f.=O=ml
0
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i
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119'
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Now—
SACCORDION SHUTT
FOR USE WITHIN AND OUTSIDE THE HVHZ
TABLE2
KIN11r1rf,ErP ON FR 0 S5
0 4A—
V,V —
'M
DEHGH
PREsli.
ISHLTIER
sPAN
—1") —
(PSF)
o,000 E GRADE
1")
28d3
iw
57.
3e
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ar
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In,
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aw 2.2-
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So
HE.
IS.
IV
110
84-
In
lo�
"FOR 0UIWGUTMOUNTMAXIMUMSFAMSA4DMSSURESSEE
TABU C ON SHEET 6/13
TABUE I AND 2 NOTES: .
1. HvHZ: DEFINED ASMIAMI-DAIIE MUMAND BROWARD
TABLE3
ALITSCJZ�LESPAN
ULV
NON-H�
WIND NEGATNEWING
I-OAD L�AUL
0-- "Do"'N"A"D
FORSURDOUTMOUNTMAXIMUM
SPANS AND PRESSURES, SEE
TABU C ON SHEET 6/13
TABLE4
ALLOWABLE SPALM SCHEDULE = M
ASTM ESSENTIAL FACILITIES ONLY =70
C
POSUNIE
...
PRESSURE,
(P5F)
.1m
MIN.SEPARADON �
IwAloWE
GIRkIDE GRADE
m
w
IA-
--3.1-
Iw
or
t Iv—
Q
gr__
I.V
_
lor
1A.
In,
1:3T
or
So
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21
l INV
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No
TAffl.f3AND4NOTES:
1. NON.HVHZ; DEFINED AS AU. LO(ZATIONS 01HERTHAN
MIAMX-DADE MUM AND BROWARD WUM FUNINI&
2. DESIGN PRESSURES SHOWN IN 'A=RDION SHUFTER SPAIN
scKtDULE. ABOVE ARE MAOMUM AUXIWABU DESIGN
PRESSURES AT EA� 0]55K� SHUTTER SPAS.
3. NO SEPARATION FROM GIASS IS REQUIRED FOR
INSTAUATPONS IN WIND ZONES I THROUGH 4 OUTSIDE OF
THE HWZ AND OUT51DO OF BSSENT� EA=ES,
4. THE 6 'S SYSTEM MAY BE MOUNTED WITH THE INSIDE AND
OLITSIDE OF THE SKITTER BEING REVERSED. FOR EXAMPU!! IT
ISPERMMS IBUTOMOUNTTOAWOODORCONCREEMEAPI
WITHT11=0F7HESIATFACINGOUTWARD.
5. LINEAR INTERPOIATION V�EM SHUI-TER SPANS 15 NOT
PERMITTED. FOR SPANS BETWEEN THOSE INDI�TEO ABOVE,
THE DESIGN PRESSURES FOR THE NW HIGHER SPAIN SHAU� BE
USED.
I
GENERAL NOTES.
1.
2�
3
4.
S.
6.
7.
10
11
12
13.
14.
is.
16.
17.
18.
19.
20.
21.
22
TOWN & COUNTRY INDUSTRIES
FORT LAUDERDAUE6 M
MISSILE LEVEL D - ASTM E188 , E1996 & E330
TAS 201 202 & 203
FLORIDA PRODU APPROVAL NUMBER
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 VEXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A
MINI H OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"D OR 3/16"0 5052
ALUM. ALLOY.
ALL SHUTT SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR
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.
23. SHUTTER MAY BE INSTALLED WITH UP TO 12) ADDITIONAL BLADES OF SLACK
m
LEI
VARIES_- - NO LIMIT
TYPICAL ACCORDION
SHUTTER ELEVATION
NJ�S�
0..
� TRACK
N
TTOM TRACK
15-2338
e
3 610'
2.7W p9l
i 1 1.907- 997-- 1..75.
1825- r
1.708" "RE0046549 �tC)-S
Ql'4 3 1p - 0 -91-
068 1.9 ; 9
loo '43 .10 0
, : 499'-ff
100 14 .195- 143
TATe
062 096- �062
62- E to 2,00' 1
3- Zo,
,062" 0"�� 630' I'MON".
9A a A
971 D... 095
ud 91 1.250-- , 971.
2.822- 2.728'
,062 .20
6
12..'. 971"
.030 0
3610-
5,145- 14.9
ILD OUT WALL HEAVY 2-L WALL LITE 2-LEG WALL HEAVY HEADER/SIL LITE HEADER ILL
%LE 0 — (D G)
- HALF SIZE SCALE HALF SIZE SCALE: HALF SIZE SCALE. HALF SIZE SCALE: HALF SIZE
E SHOWN SCREW BOSSES 8c FELT GROVES ARE OPTIONAL ON A EXTRUSION
SILL SILL ADAPTER
SCALE HALF SIZE G)
SCALE HALP S17E
1 1 .03"
k-27-29-
103
21
@6.8 STARTER
SCALE: HALF SIZE
goEXTENDED SILL
SC.LE HALF SIZE
CEILING HEADFR/SILL
6.8 STACK/CONECTOR SLAT/f3LADE SCALE. HALF SIZE
SCALE HALF SIZE
I
i rT!i
ISFXTENDFD SILL ADAPTOR
SCALE HALF SIZE
.460- 895-
5- '095.
781-
2,19'. �4.510-
MID SILL MID SILL ADAPTOR
SCALE; HALF SIZE SCALE: HALF SIZE
692' 3 96'
0'09&'
'180
122,
RADJU M
SCALE HALF SIZE ISO-
12 20
0.
WALL SILL CLIP
SCALE HALF SIZE
0 n426W
(9 �LALL SILL
SCALE, HALF SIZE
15-2338
ANGLE
SCALE� HALF SIZE
NYLOIN W4�' ` EF,
OR 4L .. IH
'Lo"' BUS MING
'-B"- 410 11 S.S
I.,. TC -TFAC.IE COATIND
I, F 'CUP A . OITQM)
.A,
,,'L ........ .
7116- � A 112- DO INTERIOR J0114T TOP
7 /16-0 . I'M INTERIDIR JOINT BOTTOM
EITH, R CAN 9 USED ON EXTERIOR
DBLJSHING ASSEMBLY DETAIL
SCALE� HALF SIZE
443* A4D
1 0@4L�
P3413-
209
UNINIATE LOCK
SCALE- HALF SIZE
5500- . 13/16- WIDC "ARIP
A
F
ISO
Lag -
SECTION A
DELTA MODEL 20D2
NOOSIRIAl SYSTEMS
BOX LOCK
SCALE HALF SIZE
@RECESS SILL_
SCALE; HALF SIZE
7
1 0-24 THUMB
IS
SCREW
A
dOR use WITH
AND @ ONL`C
0 21 SLIDr ROD
TCALE "ALF SIZE
".250'
.357-
76'
11 A
6.
(9 QgX �-NTER INSFRT
SCALE- HALF SIZE
I
MAL� BOX -CENTER
SCALE HALF SIZE
N
/—STA EM.EL, STEEL
S,
3200 HOLE
' q��WHEEL
,240'
TYP AT EVERY OTHER
INSIDE XCINT AT TOP
Z NO PEO"'6649
Z
STA
ULINDER'SOMID BRASS. NICKEL PLATED
SSEMBLY
hwsl.�RFX INE'ST.POWIDER COATED
SCALE. HALF SIZE
NNE- MAY BEXEY OPERATED OUTSIDE UP THUMB
1URN OPERATED INSIDE.
BRASS PUSH LOCK
SCALE HALF SIZE
Q)2 FEMALE BOX CENTER
SCALE HALF SIZE
4,000-
500,
D5CORA �ACK
SCALE! HALF SIZE
OUTSIDE CENTER MATE INSIDE CENTER MATE
SCALE HALF SIZE (B SCALE: HALF SIZE
7/&Lo STAN LESS
STI, NOT
NOTE: ATTACHMENT SCREWS FOR
END STRIPS SHALL HE RIO HURX
READ STYLE W,RBES
Do
THUMB SCREW
SCALE: FULL SIZE eD--
4-20.1 OR 5 16-18.1
MVCHINE SCREW 4TAINUESS
Izo 114TERN: STEEL
THP AD
POWDER COATED. Z114C DIE-CAST SCALE - PULL SIZE
T—LOCK ADAPTER F
—
t,
OR PALIICS DRIVE SCRE.S.
MAND-l"IENED ONLY
254. 4@0 @Ob @40.
15-23
PARUP
(OPTIONAL)
ii
FND SIRIP J'*
SCALE� HALF SIZE 2X7 ANGLE
S
2P
2" & 3" EXT
SCALE1 HALF SIZE
I DIST.
:Ron lN..N EXISTING CLASS EDGE DIST. EXISTING GLASS At,
HEDULF) DIST. C
U4
EMBE (INTERIOR) EGO
ALT. DIR CTION 6
OF ARGt L ED 11 1 r i R, :..
TYPICAL PLAN VIEW
SCALE 3- . 1 -0-
- d-
0 2" � 5'* MAIX Ift"GLE LEG I
A y '
A AS T E
A H Ne�a E I
Y BE
STENER IB 18" Ot [USE ANY
ANC OR R WN IN ANCHOR
CHE
13 SCHEDULE, I- MIN. EDGE DISTANCEI, A
—412 x 1/2' GALVANIZED GOT
OR S,S� S MS. 3/16"0 ALUM
1/4-20ml THUMBSCREW INTO 0
POP MVET OR 111-2.
THREADED HOLE LOCATED IF MACHINE BbLT I NUT
p
1/3 SPAN TO 2/3 SPAN FROM co) 's- ox
BOTTOM Of SHUTTER FOR BLADES
8--3- USE TWO THUMBSCRE W
W.
'S
* BLADES 1 -3'. ONE CI 11 SPAN
_P SP
MGM DO
T
TT
14D LOCKING DETAILS FOR
* ONE AT 2/3 SPAN FROM T CENTER MATES
F BLADE. TYPICAL. FOR LOCKING
SHUTTERS. A BRASS PUSH LO 3 SHOWN ON RANDOM
MAY BE SUBSTITUTED WHEN .EQWITB
CEWTERMA7L #29 AS SHOW"' RECEI�ING
ROLE FOR THUMB SCREW MAY BE 7/ 16'
(INSID
ILL
3
U
SE 11) BRASS PUSH
LOCK OR (1) 5/16-111
THUMB SCREW INTO
A
SPA14 FROM 501TOM OF
THREADED NIERT
MAX WIDTH. UP TO V
HEIGHT
SHUTTER, RECEIVING
HOLE SHALL BE 3/8"
TYPICAL OUTSIDE CORNER CLOSURE
DETAILS WO/CORNER POST
HTS
TYPICAL INSIDE COR4ER CLOSURE p
DETAILS WO/CORNER POS I
NTS
also
'N
akfol
w
IRA
(OUTSIDE)
SEXADI. .=V.
I-.,,-.BI`.NXO`
USINQVR-NC
SMW 09 V4,N �T TO VID
Sl.M
-11, (EXTERIOR)
TO 2/5 SHUTTER SPAN \��ECEIVING HOLE
'HOM5SL EW
INTO'C'ENTERKME1 113
SHALL BE 3/8-
MAX WIDTH UP
TO "' HEIGHT,
MULTIPLE SHUTTER ASSEMBLY
SCALE, I
ALTERNATE END STRIP-1
SCALE: 3 V-0-'
EXISTING GLASS,
ONLYL
9 F�',
Rd
�jpffi
USE (%BRASS PUSH LOCK---\'
'SNEN 6 b"'THTROMRIED N
2 INSERT AT V3 SPA
TO?T103 tAN FROM
80 M OF SHUTTER
(INSIDE)
ILI
ITQnrl
USE 11) BOX LOCK AT 113
SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
MULTIPLE SHUTTER ASSEMBLY
SCALE. 3 - . V-0-
0ju a
t15-2338
.1 . 11 1 _ I
I FASYEIIERS
A.GLE
OR 2 2 1/.-
ALUH ANGLE
ThREE B/16 0
ALOI-1.
POPRIVETS
OR
I..EE U., sms,
TABLE W(�)
MUSEUM ELENGEI
psf
62
13V
Im.
n
124'
LIT
112.
.27
ur
LIV
11T
_202
1xv
___LM
-
l4r
In.
?U1, CR14�:' .11, 0.1.2
.;I-IU . N.V.b0Ll
I I Ypj.
�1161,E.
C2 CONNE
REFFREW
SCREDULA
SPACING-
cl CONNEI
REVERENC
1 SCHEDULI
SPACING -
ALTERNATE THRU BOLT
_N 3/16' A ALUM POP
.1.11 t I
E�4— ci CORRECTION TYPE
HwE I OR � 12 Ems
(a lu O,C. (TYP I
�/
OfFERL14CE ANCHOR
501EDU�E POR MAX.
SPICING
,,�y USE IIALE OR
FEIIAIL� LOCK -SLAT)
L
GLASS
0 TYPICAL �OR JER �CLOSURF Dr TAILS
CC3 WIS
ALTERNATE TlIR(l ED, I
I� CONLEG JON IYPE
REPErICNCE ANCHOR
SCREDULL FOR MAX.
TABLE B (m)
MF WITH WON IF
FEW
mr—
IDI.
Hr
92
9V
l3v
_102—
Or
1207
EL,
l2r
156—
7e
Iw
r_�l
-,
I -, -1
16-� Al-Ull POP
�E� OR 2 U'S
�6 Oc 17 IF I
TELER
11CH 1.1kC.
lli�EE 3/16 � ALON
Purl rAF.TS GO
RVC E.�. I 1p
2'
.SF '�AL E R FEHAL�
IUCK-11_�l �
(11%) FYPICAI CORNER CLOSURE DrFAIIS
P OP RIVLT
I's I
OR -DOOR
EXISTING
CONCRETE:
.L.C. OR
WOOD FRAMING
(,F�IFSIDE SILL MOUNT SFGTION
�t_j ICAIE , �'. I'- .'
STRUCTURE
"14 SMS:C56: OC
iTYP� TOP-0 �OTTOM)
�� -;a , -
- O�" . STATE OF
x ow
114.31� - SMS (o 9' 0 C
ANGLE TO TUBE C014NECTIO14
2' � 2' x .125-
,D63-T6 ALUM. TUBE
ISALTERINAIE BUILD OUT MOUNI SCCTIOM
SCALE � 3'= 1 - 0
2-0
1/2' MIN.
r A 3' A Y.' A
2.175.
C� U S OR 2-X
2'.%'. NO s
6061-7 ALUMINUM
ANGUE
0.9' MIN. THICK 6061-T6
2'
1
ALUMTRACKFASTMED
AnGUFFASTENED10
TO MGM WORI 114-20
EXISTING 3 KSI
FAMINE S(MEWS AT 3'
CONCRETE HOST
FRbM ENDS AND 9' O.a
STRUCTURE WITH
FOR THE RAIMM
V.-O EUDD ULTMCONS 2 /2 MIN.
AT 3' FROM ENDS AND
EXISTING CONCRETE
4' D.C. FOR MLAFICE
HOST STRUMRE (3000
WITH JRV MIN
PSI MIN)
EMSEDMENTANDVA' F_ MIA.
V'All A.P P�fl..IAESJ
MIN EDGE DISTANCE,
STAGGERED WITH 3'
MIN. SPAONG, TYP. BUILDOUT MOUNT
(D
SC�LE . FITS
HLINK � TXC�
C5 CONNECTIM4 TYPE
Call REFERENCE ANCHOR EXISTING
OCR aSU& On- SCHEDULE FOR MAX STRUCTURE
ULAS� LWGLU. SPACING 5. MAX 114-
Oil Do.,? C, L, 11 CLASS It ICCUE Cl CONNECTION TYPE ./NUT
In - OR DOOR a fm IT* W ,I REFERENCE ANCHOR 414 SMS C, 610.0 P 6549
SCHEDULE FOR MAX
6
X FOR N.C? Sl TMkE
BE Dblk 2
FOR SPACING 2- (TYP TOP� OTTOMI
HR wFWAI'm X W
SEPMAIIIII .Lq- 10 Q,CX,
1/1 -2ulmRUBOLI W,
LCJLI% NUT Cm 12 . O.C. OR 10 Q,,ss 4 3� 012 112 - SMS 0 12" O.0 STATE
OR 3/16�0 ALUM POP 4 IR
sNsc.,2-C,., ES RIVETS@b"OC ORI/C 0 In um N* '...PC on 0
0 ALUM POP
Oil 3116 BE V
Ta.ti,,p. OL ES 'N ALUM POP RIVETS Ift� 17
Oil 11L '0 ALOFT POP RLVIET� 2,,9/0Nl
T-all,... I i-u
(a) AND 02 j FLIT
1. 12 U L F.S 1/4 MLAX� FROM PIN
1/4" MAX, FROM PIN ASSEMBLY
G) AND o 1/2� lyp GUIDE 0 CUSHING
00) -- WASHER (TYPA
A -- ASHER(TYP.)
I GLASS x R "9
SSENBLY- 11 1/2 IYP EXISTING CONCRETE & FBI CIR wwczl
z 4 CONNECTION TYPE OR DOOR SIT ROLE 2
BLOCK OR WOOD FRAMING EL
E REFERENCE ANCHOR Fm ILL it:
NZOZO
SCHEDULE FOR MAX. SEPMARN CICLI 0.1.
SPACING AS SHOWN
3 CONNECTION TYPE DIST TO GAZ
COOL REFERENCE ANCHOR
SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG� 10)
SPACING AS SHOWN REFERENCE ANCHOR
3 CONNECTION TYPE IN DIAGRAM ON FG 10) SCHEDULC FOR MAX
SPACING ALI FASIENER
REFERENCE ANCHOR In leR 6 R
EXISTING C014CRETE LOLAIIDN FRO141 AND
SL.EIDULk F014 MAX BLOCK OR WOOD FRAM11 BALK ANCFIOR� NOT RECI-D FROMPIN
SPACING ALT FASTENER WITH Tlll� LOCATION
L0LA1JDN FRONT AND Cl CON14ECTION TYP GUIDE T BUSHING
BACK ANCHORS NOT 'D EPERENCE ARCH OR WASHER Typ I
RED INSIDE MOUNT SECTION 2CHEDULE FOR MAX
Wild THIS LOCAIION OB 7CALI I - �. SPACING E 5 CONNECTION TYPE ILA.
PIN -U
R OA INSIDE MOUNI SECTION REPERENCE ANCHOR
-USU SCALE 3 V- C' SCHEDULE FOR MAX
HYPI
NOTE, FOR DETAILS A. B. D. Am� � �D.�j EXISTING CONCRETE. EMBED SPACING
THE BA56 TRACK MAY BE IN� , V , , BLOCK OR WOOD FRAMING
A MINIMUM OF TWO SETS OF ANCH( , ��r- BUILD OUT MOUNT SECTION
WITH 1/4-GAPS, PROVIDED THAT Al IT SE I'D" I
A r" 'R ACICICS (9
, yFG 11 NIMUM OF 12' LORD THE SILL OR I C E S -�CK exEyjNG CONCR SCALE 3-.1-0
OVER THE GAPS BETWEEN SECTIDNS
BASF TRACK MUST N..US BLOCK OR WOOD FIR ING
USED WITH THE
G
EXISTING CONCRETE. TUBE
X I S'T'�
G E OF IST: STRID
BLOCK OR WOOD FRAM 4 C014NECUON TYPE EMBED C2 CONNECTION TYPE W1 EXTRUSION #2
REFERENCE ANCHOR 5 CONNECTION TYPE W/ EXTRUSION #1
EMBED CONNECTION TYPE 6
REFE FENCE. ANCHOR SCHEDULE FOR MAX REFERENCE ANCHOR
SCHED ILL FBI? MAX SPACING SCHEDULE FOR MAX
SPALII'16 As SHOW,, 5 & SPACIHG
RAM ON PG 1 16 (i)DR('2-)
IN DIAG —i 0--
OR DOOR - 1- - y Eia,
Bit VE I
IA E
112 -tin.
0 - s 12 OR
In D 11
L. I O.0 R
POP RIVETS (w 6" 0 C N 0 GLASS OR Z
AL UP POP ODOR
OR 1/
n RIVETS C. 12 0 C -1 161 U.
U L A��.S. ki 'L� z SDWIMIRC
FBI w
R 10 MUGS
5E E I
Ill-2. SS MACHINE
(DAND08
ILRE. NUT C� ASSEMBLY P. WASHER ITYPJ
12 OC F 1?4- MAX, FROM PIN
y" QUIDL 10 1 CUSHING
M,.M P.. 4 CONNECTION TWE C, 1/2� &RQ
GUIDE TTSUSHIN6-- WASHER( YP.J
WASTIER TYP) REFERENCE ANCHOR V
EXISTING CONCRETE. SCHEDULE FOR MAX C2 CONNECTION TYPE W/ EXTRUSION
SPACING AS SHOWN 5 CONNECTION TYPE W/ EXTRUSION P,
I —BLOCK OR WDOD EXISTING CONCRE1, t._] LC4 COIF�NECTIDN TYPE IN DIAGRAM ON PG 101 REFERENCE ANCHOR 15-23
ON FAAM114G BLOCK OR WOOD FRAMING-, REFERENCE ANCHOR SCHEDULE FOR MAX
I SCHEDULE FOR MAX SPACING ICDCLN
3'.3 4 CONNECTION TYPE SPACING. ALI FASTENER EXISTING CONCRETE. 'Agvl�
CY ITIS H
'ON, REFERENCE ANCHOR I C. 1 21 � I.E At 1'�/
60.)-TE ALUM. A..I., POP RIVETS G.0 -OCAIION. FRONF AND BLOCK DR WOOD FRAMING
SCHEOULL FOR MAX OR 1/4 '0 ALUM P- BACK ANCHORS 140T REQ'D
(HAY BF I,
A� �HOWN UASMEDI SPACING RIVETS ID 12- 0 C WITH THIS LOCATION
WALL MOUNT SECTION OE CEILINC / INSIDE MOUNT SEC11ON WALL/BUILD OUT
SCALi - J 'L V 0 SCALE 3 1 - 0 SECTION
SCALE % 3'. 1'. W.
In
1� E I
zo. Bmz Sit: mha 2
CIL Ass PMAEB" 10
EXIST111
S I RUC I
IT
1/4"� ALL
1`01. IS SOLID
SET ..CMURS
WITH 1/8 MIT,
EMBEDMENT lit
l �'c
A
"U""
BIM"TP 191i'N I
s
will
El
I,, MA PROF)
PIN GUIDE
BU�MING WASHER IIVP.1 GL SS
\�'W."',Ri-wouu ORA DOOR
L� ' ". Z' -
\C MAX. 1111 H 2 -
LIT .11. 111, 1111 — � —�—
2 TIREACIED PEPIE 'RATIO.
'3- MIT..
0. ow. -L
SPLIT ��14 SMS DSF1H RIT1111H
" U� ;;'�A
R I R A C. 70 1-
PLYWOOD A IUBt CoNNECHG14
1" 0 ALL
c"CCIT PIN,%H
Poll, Is SOLID
SET ANCHORS
AIL26UM TUBE
.1TH 118- Hlu.
EMBEDMENT IN
III,, OEfAL- 10 BE USED WISH STUD SPACIIIII
CONCRETE OR
I, ACEEDS THF MAX AL LOWAIJILE ANCHOR SPACING,
a4c,< � MIN-
S 'AC1146 AND
0 WALL MOUNT SECTIO LOS Cl MA�
EDGE
SCALE 3'- V ALSO E'BEj
EA
:4�L'L'NG
AT P
STRUCTURE
T LED DIRECTION 11�-20
MACHINE
(21 0063-To ALUMINUM BOL f W/NUT
ANGLES PER BEAM ENT]. p Ir 0 r OR
SIZE PER SPAN TU3t
SCHEDULE .11, . 2111
SMS W. O.C.
SPAN TUBE
ER DESIGN
77 SCHEDULE
.TIESSH.E.7
114-0 TIED. BOLTS
SEE BEAM
SCH60ULE FOR
z *
ITURE
STATTER
ALLOW.'JeTuall
SPAN
x NOW
MRIMUCLIS
NUMBEROF :
^VCH0`tS MEN
S.
Sp.
-i-w-TBLIETrom
—To—p
ANCILli
ITT I a A
PEW
JiOTUSS!
TOP BOTTDi
I
I
15 1
TWO I TUBE
IUBE
TURS TUBE
Pus If,
Flm-
12aw
'wx
2
1 2
2
4
r
'U,'
MUI,
IT
101.7-
INT
2
1
3
r
2
3
3
r
P.
2
2
3
3
1.
1.
ZSB�
1 1,
T 2
2
—
3
3
r
r
1w
TENT
1110-
2
2
4
4
IT
IT
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2
2
3
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I i6ioRiscHoR NOTES.
15-2338
I
.4[0.125�
4 O.IBB'
HIFT-N-&I�W V )W
MASTICS S"I43IT-UL-"HB
MaNNGULAR
INDOW ASSEMBLY
EDGE OF AMOAVION
SHUTTERBLADES
3.5-
TYPI
ROUND WINDOW
ASSEMBLY
DGE OF
E 0 �—Rolom
BIADES
T-
2.875-0 HOLE TO RECEIVE ROUND
ROUND WINDOW
BLADE W1 ROUND WINDOW
N.T.S. t)(TERJOREI-EV
.875-0 HOLE "T RE"'I"E
'UND WINDOW .11,11)
�MUM OF 3 WINDOWS
MR EVERY OTHER BLADE
2 Ll� HT-N-VIEW WINDOW
13) E)(TERIORELEV
/�3� RECTANGULAR WINDOW
',.L3� N.T.S. EXTERIORELEV
RECTANGULAR WINDOW NOTES:
245-
2. THERECT&NGULARWINDOWS11OWNIN
S/13 IS ME FROM GE AID LEXhN WITK
0,07V MINIMUM �TCKMSS.
2. HPUkME FOR AECTANGUlLkR WINDOW MY
X
BE NYLON 6 OR FDLYCARBONATE WITH A
MINIMUM TMI"NESS OF 0.161 ATT�
TO �E WITH (6) 14 SS S�WS OR
.355-
BOLTS WITH NUTS.
SEMON A -A
(�K) BLADE W1 REc-r. WINDOW RECTANGULAR WINDOW
�, �3 N.T-S. E)CMERIOR ELE9 EMRIOR ELEV
W-1
,lyE OF