HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES:
1. THIS SYSTE
1 2.
3
4:
S.
6.
7.
12.
13
14
is
16
17
18:
19.
20
21:
22
23.
HEREIN IS GENERIC AND DOES NOT
.8 STREAMLINE SHU17ER
FOR USE WITHIN AND OUTSIDE THE HVHZ
IN
I FOR ALL WIND
)PTIONAL
)DUCTS. WIND
YG THESE
/ELOCITY. FOR
OR OF Rd -0.85
FOR A SPECIFIC
ON AND SHALL
DOCUMENTS WILL VOID THE APPROVAL
TOWN & COUNTRY INDUSTRIES
FORT LAUDERDALE FL
MISSILE LEVEL D - ASTM E1886 E1996 It E330
TAS 20& 202 & 263
FLORIDAPRODU APPROVALNUMBER
SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N,, WITH A MINIMUM FY OF 25
SER
HREMS 1EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A
W, IF 60 K.S.I., U.O.N. POP RIVEIS SHALL BE 1/4-0 OR 3/16-0 5052
IALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR
TER OR SIDE CLOSURE.
iDETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE UIRE.
AY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REM3VABLE ANCHORS.
TABLE 1:
ACCORDION SHUTTER
SPAN SCHEDULE
SHUTTER
POSITIVE
DESIGN
Pimmu`RzE
NEGATIVIE
DESIGN
PRIESSURE
SPAN
IN
1 .
___-
70
7
43
Q
TRALIUS WHEPUNER WATER SEEPAGE IS POSSIBLE.
TABLE 1 NOTES:
1. DESIGN PRESSURES SHOWN IN 'AMONDION
SHUTTER SPAN SOHEDUUE' PROVE ARE
MkCRIUM Al-LOWABLE DESIGN PRESSURES
AT EAEA RESPEEME SHUTTER SPAN_
2. LINEAR INTERPOLATION BETWEEN SHUTTER
SPANS IS NOT PERMITTED. FOR SPANS
BETWEEN THOSE INDICATED ABOVE, THE
DESIGN PRESSURES MR ME NEXT HIGHER
SPAN SHALL BE USED.
FR
%\' A�Gg
ol:=;
HURRICANE PROTECTION
_rp,
r— co
0
>
(D ED
<
m
TABLE 2:
r
TYPICAL
SEE
N.T.S.
z NOPE0046!
qMD WIDTH -----------
SECTOR
MINIMUM SEPARATION FROM GLASS
HVHZ
NON-14VHZ ESSENTIAL
FACILITIES
SHUTIEFI
INSTALLATIONS INSTALLATIONS
INSTALLATIONS INSTALLATIONS
SpAN
S 30'ABOVE W ABOVE
S 3D'ABOVE 30. ABOVE
GRADE GRADE
GRADE GRADE
7T
24W
1�-
2-&S'
I-ml
W
3-112'
1-7/8*
�Sffl'
1.718-
120n
�Iffi-
2*
4-1/4'
2'
144'
'IMS'
7
TABLE 2 NOTES:
1. Hil
MIARI-DADE MUM ME, BROWARD MUM FuEPjDA.
M" 0
VHZ.
POSEPARATION
DER LOCATIONS
FROM' GLASS IS RENUIPED FOR INSTALLATIONS IN
ZONES
I THROUGH 4 OUTSIDE OFT E HVHZ, PROVIDED THAT SHUrrE
MINIMUM
SPAN OF AT LEAST 30".
PEANVIEW
WIND
R HAS A
HAVE 2�7&MINIMUM SEPARATION MOM GLASS WHEN � 30' ABONT GRAX)E, AND 1-51W WHEN � 3V
MOVEG E.
S. UNEM INTERP01.471ON BETWEEN SHUTTER SPMS 15 NOT PERMITTED. FORSPANS BETWEEN THOSE
INDICATED ABOVE, THE SEPARATION FROM GLASS MR 'tHE NW HIGHER SPAN SHALL BE USED.
6. SEPARATION FOR GLASS OUTSIDE OF THE H"Z HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
El%�.
ta�-. g 26
W;,gt
E. 14
ON
'Em.
TI
I
S.74�
(WALL
DSCALE: HALF SIZE
SILL
SCALE HALF SIZE
4.S10 . ....
0.0*1-
NOM 7HICJOYESS OF BARE
METAILIN/oRmw1so.031.
6.8 STREAMLINE S7ACK
SCALE, HALF SIZE
MVIN
k.069'
5.745- MM.-
BUILD OUT WALL
SCALE HALF SIZE
SILL ADAPTER
SCALE HALF SIZE
D—'
�009 --m
71-j
0 "Bo"
1 "GG Lo
0.0go. D.M�
T- 0.060 0 - - SrAr",
3
010R."
0.630" Z 1.908"
'o
-T MN
1� '69 0.971' o 041 ,
069- 0.971-1 0.1 111 NII I I
/ hp7V4
omp-
.2 0. 0.06.3.;'!
0 C.
SUPPORT LEG CPTIONAL-/)`\� To]
�1.069'4 poalr � k
STREAMLINE CEILING TRACK 0 STREAMLINE WALL TRACK_ (�) HEAVY JEADER/SILL LITE JEADER/SILL
SCALE HALF SIZE SCALE: HALF SIZE SCALE. HALF SIZE - (@ SCALE.HALF SIZE
EXTENDED SILL
SCALE HALF SIZE
ISRADIUS CEILING JEADER/SILL
SCALE HALF SIZE
ISEXTENDED SILL ADAPTOR
SCALE HALF SIZE
0.060-
@6.8 STARTER
SCALE HALF SIZE
t-2-. fl sg
=�qf 0
W.z lip
2.3Q'
4.510'
0.075. 0.0".
0.075-
NOTE: TESTED THIMESS OF
3.SW ME`FM. W/O PMW IS 0.039-
ADJUSTABLE SILL BOTTOM
6.8 STREAMLINE SLAT/BLADE 15
SCALE: HALF SIZE @ SCALE;HALF SIZE
0.08 0.147r
0 '1 MSG-
0.0%. 1
P
SCALE: HALF SIZE
WALL SILL
SCALE. HALF SIZE
0
1�0.125'
ANGLE
SCALE A::,��
HO.25V
C 0 610' STAINLESS MEL
ASSnyHOLE
S 8
*0 N2NC
t. 4_ NYLON
0.0 . WHEEL
fl.IOO--j FOI
TYP. AT EVERY OlIfER
INSIDE )OINT AT TOP.
RAINGUARD DEC40ATIn F,
WOR TRACK
SCALEt HALF SIZE EC�L, W� 7
S.5CX)"xl 1WWICE
A 16r
D*125'JCD
p
4.507- 0.60-
DELTA MODEL 2022 SECTION A
INDUSTRIAL SYSTEMS
BOX LOCK
SCALE HALF SIZE
T
7.OW
S2X7 ANGLE
SCALE HALF SIZE
CYLINDER -SOLID BRI NICKEL PIUATIU)
HOUSING-MNC DICAETpEWD,R WATED
NOTE: MAYBE KEY OPERATED OUTSIDE
OR KEY/TKUMB TURN OPERATED INSIDE.
BRASS PUSH LO K
SCALE. HALF SIZE
UNIMATE LOCK
SCALE HALF SIZE
r-
POWDER COATED. MNC DIE�
T�LOCK ADAPTER
(OPTIONAL)
SCALE HALF SIZE
—1.625-
OT'
!TO 12�
IT
ALT. I" END STRIP
SCALE. FIALF —SIZE
NYUON WASHER OR
ALUMINUM
#10 x 2-3/4' 410
S�
INSERTS . W/ TIC ULl`RACOTE
INIT, COATING
TRACK (TY1, Top a BOTTOM)
MNYLON BUSHING W/WASHIERI
7116-0 x 1/2' @ INTEFtIOR JOINT TOP
7/16*0 A I- @ INETERCOR JOINT BOTTOM
EITHER IZAN BE USED ON EKEERIOR
BUSHING ASSEMBLY DETAIL
SCALE HALF SIZE
7/IWO STAINUESS
STEEL NUT
30
Stis"O lr,[TERM�
THREAD
T�SCREW INSERT
SCALE FULL SIZE
2@1 L"x3"WXO Oq ANGLE
�_�j
'U—ALE
(f
5/16-18xl MACHINE SCREW
STAINLESS STEEL
"ERIC STYLE VMES
THUMB SCREW
SCALE FULL SIZE
2'3x3plxO.125" ANGLE
SCALE: HALF SIZE
0.357-
0..276-
T-1 III
=0:
40.062-
Co.
I 1p.
OR
ip,
0.13r .........
EN
BOX CENTER INSE T
SCALE: HALF SIZE
0.254'
40. @40b (4@
@
END STRIP Ir
2" & 3" EXT
SCALE
HALF SIZE
10 0
f 4t
ER"
11
AMMOR
D.C.
I5�
H
1 (INTERIOR)
10
(EXTERIOR)
TYPICAL PLAN WW
SCALE 3 = 1 -0"
(INSIDE)
p
EIJI.-
USE
OR (
SCA
INSE
4d TO 2
BUT
RECE
318-
1- Al
TYPICAL OUTSIDE CORNER CLOSURE
DETAILS WO/CORNER POST
NIS
laim
D151'.
USE (1) BRASS PUSH LOCK OR (1)
5/1&1631�UMSSCR�INTOT11MADED
INSERT Q3 ATI/3 SPAN'TO Zf3 SPAN
MOM BOTTOM OF SHUTTER. RECETRNG
HOLE SHAUL BE 3/8' MM WIDTH, UP TO
V HEIGHT.
LOCKING D MR
CENIERMATES
SHOWN ON RANDOM
DETAILS
z
ml
TYPICAL INSIDE CORNER CLOSURE
DETAILS WO/CORNER POST
NTS
MIN. 0.062- THICK 6V63-76 AUUM�
ANGI-E 1- x V MIN. TO r x S' MIX.
(ANGUE LEG MAY BE �ED)
kNY ANCIROR MR ANCHOR
;CHEDUILE 0 18' O.C.
- 112 IT 1/2' �VANIZED OR S.S. SMS,
IND STRIP INDHEDUILI!
�llFZMMrl-lM
�-K-Tm
Eommmmmwl-�
�mllikmlll]rm
�,
wzw
MGM
�E]Ew
NIFFMK
II
miummow
migm
millZiIIIIIIIIIIIalm
KErA
IIIITP
�-lnrlillll
MINIIIIIII91EN
t144
No
11
FASTEN ANGLE M TRACK W/
F80 lftl' SCREWS AT
RNEVP & BOTTOM - AND
AITAM 0 6.8 ST0kRTE9 Wj
#12 x 1/2' GALVANIM OR
S.S. SMS h 31,16-0 AUUM. POP
RIVET -20 MACHINE
SCLT�O 14
NUTDIS-O.C.
ANYTIU%mW/
SCRlEkN BOSSES.
SEE END STRIP
�EDULEFORNUOL
SPAN WHEN USING
20, 40a, 40b OR 4ft,
1/4' OR 6.8 STARTER ImiiiiqII,.m.
WTTI
AX, =21
4 40 0-5
USE APPROPRIATE
a STARTR STRIP TO
PROMDE CLOSURE
FOR
0, BUILDING CONDITIONS.
*1A.TEM STARTER STRIP
To TRACK
W' (2) #10,1
SCREWS AT CORNER, TOP
IL
ALTERNATE END ST %IL L BOTTOM
SCALE 3- z 1'-0" ANY TRACK W/SCREW
BOSSES.
N0t(oU&oEISNWSORInlDS7HkII
WoNNTNEND�P��IND
CLU`�..
MIDSPINMINGAWANVORM�IHE EXISTING GLASS
AN..l..I,vI-. 7
..V�.,XXYTOONO�. —
2 (OUTSIDE)
h
tgg"�
USE (1) BRA K
ON
(INSIDE)
.!i
, ,,6-18 THUMB
.C�C. 'ATT"'VENUAN
INSERT'
SILL
TO 2/3 N FRO.
BOTTO OF SHUTTER
5
3
S
I IS
ITQInP%
USE�01 BOX LOCK AT 1/3
SPAN 10 2/3 SPAN FROM p"m
BOTTOM OF SHUTTER
MULTIPLE SHUTTER ASSEMBLY
SCALEt 3" . 1'-0"
2 FASTENERS
EACH ANGLE -
I* .. , I . ,
.P 2 . 2' . ;1188"
ALUM ANGLE
TABLE A Com)
PRESWRE vi
LI
PSF
2�'
It Evw,
'wel'r
62
in-
lu.
n
124'
Im
m
Iiv
V7
1w
1650
In
11T
Iw
in
Iw
147
150
111
131'
m
w
Ur
3116 R VET OR #12 EMS
:. OX OR 1/4-20
NUT& BOLT(TYP)
SEE
I- x 27" 8 ':6:�ZTl
x og3
ALUM ANCL1,TYP.
EL H EDUCE FOR MAX
SPACING-
C1 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
ALUM. TUBE
6063 T6 ALLOY
I
SEE �AQIF A FOR SIZE.
SBL" I
ALTERNATE THRU BOLT
CI CONNECTION TYPE
REFERENCE ANCHOR
13 0 LE FOR MAX
SCHEO
SPACING
17 OR DOOR
GLASS
3116' 0 ALUM POP
j17RIV E T OR 0212 EMS
18* cc (TYP I
R
MAY USE MALE 0
FEMALE LOCK-S
LAT
ALTERNATE THRU BOLT
N
TYPICAL CORNER CLOSURE DETAILS CS CONNECTION TYPE CON EC 'E' OA N FIR
REFERENCE ANCHOR DIE F E R IN N
NTS SCHEDULE FOR MAX SCHEI IT.Y.
SPAC
3/16 -0 ALUM, POP
RIVET OR #12 SMS
C� 18 O.0 (TYR)
\\rs 2 FASTENERS
EACH ANGLE
7HREE 3/16 0 ALUM
POP RIVETS OR
THREE .12 EMS. TYP,
I ' x 2 x 118"
OR 2" 9.2 x WS
ALUM HOLE
USE MALE OR FEMALE
LOLK-SLAT
&TYPICAL CORNER CLOSURE DETAILS
INTS
E U.
STF�IJCi�
O-STANCE
FASTENER P 18 0 C
fUSE ANY ANCHOR SHOWN
IN ANCHOR SCHEDULE) —
2 * x2',
090 - 6063-T6
ALUM TIJBE TYP
2 - . S' x 118
x CONTINUOUS
ALUMINUM ANGLE
OPT I DINAL ANGLE
ORIENTATION TYR
0"I GAL�A ZE�� (OUTSIDE)
�MS E"�'N
Of . A LIM.
PC, RIVET. OR 111-20 SIDE CLOSURE OPTIO S
MACHINE BOLT L NUT SCALE 3 1'-D"
p le.. OD
If4-20 MACHINE BOLT
W/NUT P 12' 0 C OR 14
"I, EMS @ 6 Ot
ITYP. TOP & BOTTOM)
HN A55
E,P_AT,_
RT _2
I,
A.
0 O�q
Z
WASHER ITYP)
9-OC
.6 CONNECTION
A. V'E T'. 41111.
2 x 2'
EMBED St 125
6063-T ALUM TUBE
5 CONNECT ON TYPE
ANCHOR
REFERENCE x
SE F EDUCE FOR MAX
SPACING
ALTERNATE 13UILD OUT MOUNT SECTION E
SCALE 3 . I - 0
INN GLASS
EPARAH.
R TABLE
CLASS rFr X
OR DOOR
12an
�E XIS71NG CONCRETE.
BLOCK OR WOOD FRAMING
INSIDE SILL MOUNT SECTION
SCALE ; 3 . V- 0
I
GLASS
0
DR DOOR
OR DOOR
REFERE
SCHEOU
C,'
N
4N
SPACINI
GASS
S
20 THRU BOLT WI CLAS
TON
#14 x 1/2 EMS @) 12 a C
XPARATION
LOCK NUT 12 0 C OR XPARA
PER
09 3/16' 0 ALUM POP
U��.RA
PER
MR
TABUE
TABA
12 � 1/2 EMS 12' 0 C ES
TABLE2
OR 3/16 0 ALUM POP TABL
RIVETS P 6' O�C� OR 1/4 -0
2
RIVETS 6' OC E.S
ALUM POP RIVETS 111) 12" OX.
@
R 114-0 ALUM. POP RIVETS
AND
p 12 O'C E S
_T114" MAX. FROM PIN ASSEMBLY—
'4 M A
III - MAX. FROM PIN
@ AND@
GUIDE T 0
UUIQE TO BUSHING
LIM
1/2- TYP . U . 10 _10.5u�HIING
ASSEMBLY
WASHE F
WASHER (TYP)
2 TYP
1/2' /2 Typ EXISTING CONCRETE. T
3 CONNECTION TYPE
BLOCK OR WOOD FRAMING
XCMINIE
REFERENCE ANCHOR
CONNECTION TYPE
EDGE
DIST SCHEDULE FOR MAX.
R ERENCE ANCHOR
P ACING
EDGE SCHEDULE FOR MAX
S
Dis SPACING AS SHOWN
S
TV, IN
3 ECTON TYPE IN DIAGRAM ON PC 9
TICIN
REFEREI CE'ANLHOR EXISTING CONLRETT
SCH EDULE FOR MAX
SPACING ALT FASTENER BLOCK OR WOOD FRAMING
Lo CATION FRONT AND
Cl CONNEC'
I1W om
BACK ANCH COS NOT REG D
WITH THIS
INSIDE
MOUNT SECTION REFERENCE
SCHEDULE
PIN GUIDE TO
LOCATION
SCALE
3'. V- 0" SPACING —
BUSHING WASHER
ITYP
INSIDE MOILIN'T SECTION
SCALE 3"= 1 - 0'
EXISTING cc
BLOCK OR WOOD
ilk —
EXISTING CONCRETE,
BLOCK OR WOOD FRAMIN
IN OTE FOR DETAILS A. 5 E ON THIS SHEET.
EDGE DIST
4 CONNECTION TYPE
G�DINIAND
TME CK MAY TAL
ASE TRA
8 5 LED IN SECTIONS
-
AN
REFERENCE CHIN
W ITH 1/4 N
GAPS. PROVIDED T AT EACH SECTION HAS
A OF TWD
SCHEDULEF
MINIMUM
MINIMUM OF 12' LONG
SETS OF AN C HORS ANOTIS A
THE FILL OR CEILING RACK
ED
5 6 SPACING
USED WITH THE BASE TRACK MUST BE CONTINUOUS
OVER THE GAPS BETWEEN SECTI
3 16
GLASS
OR DOOR —
MIN
CLASS
13
#12 1/2" SMS P 12.
MPARAT
I A O�C OR 3/16 0 ALUM
KR
S 9 6
POP RIVETS 111 6 06C
TABLE
CI
DR .�.T ALUM , P
X
MN CLASS
lzb� RIVETS ID 12 0 C
I,
SEPARATION
,, 0
E2
. . . Z
114-20 S S MACHINE
Q AND
C.
1/4 MAX FROM PIN
SCREW & NUT S@
ASSEMBLY
1/2-
GUIDE TO BUSHING
YP, WASHER (TYP
GLASS
OR DOOR
'/4 MAX FROM PIN
X X 4 CONNECTION I
WASHER (TYP) R FERENCE ANC
EDGE E
A4EXISTING CONCRETE, DIST SCHEDULE FOR 1
SPACING AS SH
BLOCK OR WOOD MISTING CONCRETE, 4 CONNECTIO TYPE
OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR IN DIAGRAM ON
x 3 CON7 3 CONNECTION TYPE #12 x 112 SMS P 12' SE EDULE FOR MAX
x I/
063-;6 AL'UM ANGLE V/z REFERENCE ANCH OR -0 AL SP`ICING ALT. FASTENER
E 0 C OR 3116 UM
AY BE RE VERSED SCHEDULE FOR MAX LOCATION. FRONT AND
S SHOWN DASHED) SPACING POP RIVETS @ 6 � 0 C BACK ANCHORS NOT REO'D
OR 114' 0 ALUM POP WITH T�15 LOCATION
WALL MOUNT SECTION RIVLTS@I2'OC CEILING INSIDE MOUNT SECTION
SCALE:3'=I-C' SCALE 3' 1 - 0'
S.
1/2"
i�YP
TOP& ED TTTA
b,
/2"'
iLR
z
0
gOR
Gy
OR
1/1, ISIA
M "IN ASS
N GLASS
P
IF
PER AX 2
LI)2
FSEP=7ICN
J
IS
OCR
0`2"
X 2CI
b
� BLOCK OR WOOD FRAMING
c_ 9__
15-2339 1
GLASS
OR DOOR
N. CLASS
SEFARATIKN
PER TABLE 2
1/4'.
'u.
CH.
1/4' MAX FROM PIN
TO BUSHING WASHEJ
TO CENTER .1 1. STUBS
'HE 'T \ \\:�N
1, EMS 0) MIDSPAN BETWEEN
S T DS FOR ACK TO I . A -
PLYWOOD TUUBE CONNETCRTION
STUCCO FINISH I x 4 x 125
6063-T6 ALUM TUBE
5 A To 0 WHEN STUD SPACING
JE.TCHE'�.o�E'��IL.A.BEALUIS.EWABLE ANCHOR SPACING.1
ALALL MOUNT SECTION THIS DETAI L MAY
SCALE 3 '= I - 0' ALSO BE USED
AT TO
UCNBUE AT
L__Aaa2M2ML._J
2' X r IT %' X WNTLINTROUS OR
r.2'x%'.CONTfNUOUS
IS DECORATIVE FLOOR TRACK DETAIL 0 WALL MOUNT SILL DETAIL
SCALE , 3 '. 1 - 0 - @SCALE 3'=1-0'
c ty
—GLASS
MIN MASS
OR DOOR
SEPARA71M
PER
1�1
TABLE 2
X� Z
—0 9 LIZ
o" 4 CI
"�N 6061I;T�6 UM
ANGLE FASTENEEL TO
NO,
F Eil�T. A VIZ21
EXISTING 3 K51 CONCRETE
MACHINE S�WS AT 3' MOM ENDS
ROST STRUCTURE %7TH
SIN
AND 9' D.C. FOR THE BALANICE
V.'0 EILOD ULTRACONS AT
3 FRDM ENDS AND 4' O.C.
EXISTING CONCRETE MOST
FOR BALANCE wrrm 1%.
2-117" STRUCTURE! (3000 PSI MEN)
MIN EMBEOMENTAND 2%'
MAX. DESIGN VOAD.A.T !�VMMSPANi
U
EXISTING CONCRETE,
'"I ED IE D �Nl
STAGGERED '. 3
� .
MAX. DESIGN LOAD AT 610' MM SPAN:
HOLLOW BLOCK OR
WOOD FRAMING SEE
& 52 P.S.F.
ANCHOR SCHED
6A�tU ON TYPE OFJ
BUILDOUT MOUNT STRUCTURE
SCALE TITS
a
—3/1-PLYWOOD
1/4'�O A32S GRADE THIRD DCLT 111) 7 O�C.
OR 5/16 0 A325 GRADE THOU SOL I Lb 12 0 C
GALV OR SS
1/1 10 ELCO ULTRACON TO CONCRETE/CMU
I, OX W/1-1/4' MIN. EMS
OR 1/4' 0 LAG SCREW @ 9' D.C. W/1-7/8
MIN. EMS IN WOOD SG=O 42 TO 0,55
k 2 - x 5 - K 118 CENT
ALUM ANGLE 16063-T6)
I (MAX. DESIGN LOAD . 72 P 5 F I I
PASS THRIJ DETAIL
SCALE 3'. V- 0'
EXISTING WOOD IS ' 0,42)
TRUSS OR RAFTER
924"MAX.DC �
2'x5 xl/8'6063-T6
ALUM ANGLE W/ THREE
1/4... WOOD LAG
SCREWS WITH 2-3/4
MINIMUM THREADED
PENETR "T- IN WOOD (a
EACH RAFTER OF TRUSS.
24 � 0 C. MAX WHERE
ANGLE EXTENDS BEYOND
LAST TRUSS MORE THAN
6 . EXTEND ANGLE TO
NEXT TRUSS,
TRUSS MOUNT SECTI N
SCALE 3' . 1 - 0"
991?
Fo
�:r'_
0
0
t�o_ 9 1
=�mkf
A
12- MIN mom EDGE OF
EDGE OF SHUTTER, SINITTE
TO,
2.875-0 HOLE (TO �EM
ADUNDWINWWASSEMMY)
MAXIMUM OF 3 MNDOWS
PER MRY OTHER Bl-ADE
/'I'\ LIGHT-N-VIEW WINDOW
\IV N.T.S. EXTERIORELEV
D.M'
D.03r
0 w
AS
IS,
0.125-
0.032-
. u
1418B.
L, HT-N-�IEW WINDOW
W-T.9s PLA�STICS SL)(1431T-UL-�HB
ROUND WINDOW
ASSEMBLY
/`%DOE OF AMORDION
HUTTER BILADES
BLADE W1 ROUND WINDOW
N.T.S. EXTERIOR ELEV
EXISTING HOST
AIT. US DIREMON
STRUMRE
1/4' ALL POINTS SOLID SETANCHORS WITH 7/6' MIN
z
EMBED IN CONCRETE OR HOLLOW BLC4CK, T MINIMUM
L/2-
SPAaNG, AND 3- MINIMUM EDGE DISTANM
Ummum
(2) 6063-T6 ALUMINUM
"REEZMAN
ANGLES PER MAN END, SIZE
ENDO E
1/2'
PER SPAN TUBE SCHEDULE
EM BED.
SPAN TUBE MR
.1
ACCESS
I E
DESIGN SMOULE
HOLLE
1/4-20 MACHINE BOLT WINUT 0
12"O.0 OR *14 x 3/4' SMS V O.C.
MA)C.
5 6
_
3. MIN
EDGE
p F
3 16
D
MIN. GLASS
20 MAQHNE BOLT IN
SZINC
O.0 OR #14 x 3/4' 6 D.C.
SUE
/'3'\ SPAN TUBE SECTION
\IV N.T.S. VERT SECTION
SPANTUMSCHEE)ULE
I
PER
—
MBE
S�
SHUTTER
SPAN
SPAN
Tm�cxm
ANGLE
LENGTH
TOP
BOTTOM
TOP
B�
TOP
5DTTM
TOP
BaITOM
ME
I ME
I TUBE
I ME
ME
I ME
I ME
I ME
IV
IZLV
lm�
1 2
1 2
2
1 3
1 1
1 r
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w
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I USE 2-x5'xI/4
3. USE BEAM SCHEDULE MR DETAU. 3/8.
4. TOP & BOTTOM BEAMS MY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNEMON DETAILS. WHERE USED TOGETHER, SEAM MUST BE LIMITED TO Top BEAM SPANS
S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDMON WITH SHLITTERS SPANNING ABOVE AND
re
BELOW THE BEAM. MID -SPAN MES SHAIU. HAVE TOP BEAM UMITATH)NS WDING SPANS,
AN 0 8 0 LTS), WITH TH E S H UTTER S PAN TAKEN AS Tli E 0
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AN � 0 MArjjMS
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6. UP BEAMS ARE NOT ALLOWED.
7. ALL. B�S AND ANGUS TO BE 6(M-T6 ALUMINUM.
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ONANK L SDi,iAASo, ".
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CONN WPE CONN TYPE CcNN"E
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ANCHOR SCHEDULE: WOOD (G=0.55)
";,,o/VAL'Eq
314' MIN EDGE DISTANCE
z V>U.
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I CONNTWE CONN7EPE CONN T13>1!
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MIN THREAD PENETRATION
16.r 16.0' 6.V U.W 16.0- 15.0- 12.5" 4.5- SS" 16.V 0.0- 7.5- 3.0- AV ll.um
62 16.0" ISO' 5.P JS.V ?X 3.0" 4.0" 11V
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SCREW IT" 1-3/4' MIN
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ANCHOR SCHEDULE: GROL rE BLOCK
V MIN EDGE DISTANCE
2
st 2
9
S P �g �U TTK6� 0 SAMS Up To W-3- S,11� Up T, 1GE-T
LOAD
ANCHOR
NN NN ME CONN WPE
Hill
-
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C1 I C2 C3 CS C, I U'l C3 I C4 I CS I III I a I C3 I a
SIIV Z TAPOUN XL W1
43 16.0". ISO: 16.0- 16.0- R 0: 16.0-116.W 115 W 16 0 16.W 16.W: S.v 9 14.9- IL6.0-
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53 16V 16.0 IGW
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62 ICE I . " 14.0- 15.0- 16.0" It!LO' 16.0' I2.V 7.S' 12.0' 16.V'
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43 16.0" 16.0" 1W.-V -TV
2-V4' MIN. EMBED
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n,
S.S. B.S.- 9.V 6.S-
r MIN EDGEDISTANCE
C3 1 CIA 1 CS Cl I C2
*12 SMS W/ 2- ENEWALL
43 16.0 n.0 9.5� 61.0 B.D.. 16.W 1 7.5- 3 B'S 1
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4- 8- 5
ANNOR NOTES: SEE SHEET]
I
gi,� I S.V I B..- 1 4.5-18.5- JILY' 0' 1 R' N ILS' 6.0-130 r
9 MR ANCHOR NOTES.