HomeMy WebLinkAboutSET UP-INSTALLATIONTABLE
1
ALLOWABLE
SPAN SCHEDULE
FOR USE
ITMIN THE _HVHZ
NVR
IRA¢
POSITIVE
POSRfVE WDO
11wQ
ww
NFMTNE
ceslW
n"
wnH
="IH
ClMFAWTR
Wa1DLOAD
WIND
WWAIF
µ ,
IDAO(PSfI
0
CONDITIONS-
� x O
na
Im_'
Iw
1%•
pap
Ia•
tar
tm•
304
Im'
1m'
m.o
I 1Ar
lar
IRA-
__=o
tm
1Ar _
_._15V=_
4510
_—_1XV
NI• _
__ Im
50A
_
l3Y_13r
_
Im'
1A
_'_
_-
131' _
_m'
1
_a_a_A
tmA' —
IVY
sax
m.0
121'
)a.0
Ilr
13.'
IDY_
BO.D
lla'
13r
19B
llr
IH'
12a'
.
a0.0
llr
tlr
121•
m➢
19
ln•
_IIW _
11S
__
1m.0
_
1 Im`
__ _
IIV
ie7_o
I
ur
11r
110.0
1 tm'
_
1IV
IIY
- Hau -T
ms-
-vr --
_Sar '
IRA➢
W'
ar
1Iwo
➢a•
550
0
_
_ _
M6
1mA
_ _
_____ _
____m' _
Br1700
1rB0
1.
TE
1BOA
m'
0
NDO
m'
.8 ACCORDION SHUTTI
FOR USE WITHIN AND OUTSIDE THE HVHZ
TABLE 2
_MINIMUM SEF TID FROM GLASS
FOR USE WITHIN Tf1E1WHZ—
POSITIVE
DEEM
PI✓E941AE
1P9F1
SHUMUI
SPAN
YWYFLBEP.YNTIIXI
FROMOIA99
KyrADAr1ON4 WSTALIATIONI
F]OAACW •]0'ABOVE
INK) (MGIG.w)
N.3
1m'
O.r
16'
Or
10
IX
- Or
12P—
- 3A•
_ IA•---
m
r
aA
Sr
Or
10
1A•
far
an
A
P
f0
2Y
tat•
!.1'
2r
SO
6r
30•
I.I.
BB_
30'
I.r
lm'
10'
_
120'
IV
26'
13r
1r
Sa•
W
Or
10•
T
W
fm•
3T
1 27
131•
a.r
3ID
er
30•
1r
ar
- xa•
a.o—
SO
er
3w
T
t
3T
23•
1i3•
3A•
1a'
lip
ar
?w
3] I
as
33
ID
Ea
e
B
tm`
30
11
P
11
•• FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE
TABLE C ON SHEET 6/13
•• FOR BUILDOUT MOUNT MA1nM
SPANS AND PRESSURES, SEE
TABLE C ON SHEET 6/13
SCANNED
BY
St. Lucie County
TABLET
ALLOWASLESPAN SCHEDULE -'D
ASTMESSOITIATFACHITIESONLY 3A
PRESSURE
SHUTTERVH,Gm��
aPIN
EPNUpN
TDESIGN
I TIGNS
[AapW ]OA¢OVRIPafl GRIME
ON) INI
p
11•
l.1'
_
SP
1A-
SY
fY
eI.
AD
E...—
I.
l.t•
SI-
0
3a•
Ir
2V
l2w
11.
xS
ar
Zr
B.
ET
m
H•
11•
Lr
_
O
11•
1.r—
tm'
11'
]a'
11Y
11'
1C
ar
e6•
1Y
lm•
Sr
B.r
m
m'
IV
1A-
W
SY
IV
tm'
Is.
2.I-
0
Sr
1r
eP
ro
eo
11•
1A_
a•
1r
- —u-
_r
SP
—_
Iw
1I•
--vow
aa
131'
w
IA-
Po
00'
1I•
I.r
al'
IV
1.60
aP
11•
Zr
Iw
1.
3.0-
121• 1
6d
3A'
Ila
ar
11•
IS
N'
1A'
6T
1l
2.
nw
Sr
ar
tp
fa'
11'
iT
&'
11'
12•
W
SP
]A'
m•
11
3A•
TABLE I AND 2 NOTES:
1. HVH2: DEFINED AS MMI-DADE COUNTY AND BROWARD
COSIGN FLORIDA.ESSUR/>
1, NON-NVML: OEfINI
2. NONAVMZ: DEIN]
Z. DESIGN PRESSUVE SPAN
WN IN 'ACCORDIONMAXIMUM
TY
MLAMI-DADS COUN
2. DESIGN PRESSURE
ARE DESIGNHU7TER
SCHEDULE• PROVE ARE MA%IMUM ALLOWABLE DESIGN
(///
SCHEOUm- ABOVE
PRESSURES AT EACH RESPECTIVE SHUTTER SPAN,
PRESSURES AT EAL
3. THE 6.5 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND
1A�J
3. NO SEPARATION FF
OUTSIDE OF THE SHUTTER BEING REVERSED. FOR E%AMFN:
INSTALIATIONS IN
IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE
l\\V\ 1J
THE HVHZ AND OU
FACING
BEAM WITH THE BACK OF THE SLAT, OUTWARD. FOR
F�
A. THE 5.0 SYSTEM M
THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES
AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE
HOSTS IUUURE AND NEGATIVE ALLOWABLE DESIGN
1�7
�,`
0 51DE OF THE 5
15 NERMISSIBLE TC
WI THE BACK of
PRESSURES ARE AWAY ROMBET
5. LINEAR INTERPOLA
9. TION SEEN SHUTTER
INTERPOLATION BETWEEN SPANS I
PERMITTED. FOR SI
PERMIT THOSE INDRDNEDIUJO
PERMITTED. FORSPANSBETWEEN ME THOSEINDICTED 511Y
THE DESIGN PRESSURES FOR THE NEXT NIGHER SPAN SHALL
HURRICANE PROTECTION
THP. DESIGN PREB!
BE USED.
I
USES.
AS
"""FPoYfia •A c
SrArC :. m �]
OF Y Q
I....NAL
O
LU
A,
NPLE: IT
BEAM
b
GENERAL NOTES:
1.
2.
3.
4.
5.
6.
7.
B.
9.
10.
11.
12.
13
14
15
16.
17.
18:
19.
20.
21.
22
23.
TOWN & COUNTRY INDUSTRIES
FORT IAUDERDALE FL
MISSILE LEVEL D - ASTM E186�, E1996 & E33D
TAS 201 202 & 203
FLORIDA PRODUCT' APPROVAL NUMBER
ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25
CONSISTING OF THUMBSCREW, PUSH LOCK OR
THE
No PE00a850
W
STATE OF
TRACK
�W PLAN rvwj
N.T.S.
BOTTOM TRACK
0
ES
0 8 SILL ADAPTER
v SCALE HALF\SIZE
3a}25 ]l4"
,OG6 043"� f]S
W.
50P...
IL}5'
17 6.8 STARTER
SCALE HALF SIZE SCALE: HALF SIZE
L SID
z}r
bj—
LSI.:..._fsll
75 GB STACK/C'ONECTOR SLAT/RLADE
SCALE HALF SIZE
7 FILL
SCwLL-.ALF SIZE
}5S"
OHEAVY 2—LEG WALL O LITE 2—LEG WALL
3
SCALE HALF 512E SCALE: HALF SIZE
SSES & FELT GROVES ARE OPTIONAL ON
65 1
IR-02 4 .EI75' 2.195 1230'
EXTENDED SILL_
�., CALE nALF SIZE
1q CEILINC HEADER/SILL
SCALE! HALF SITE
-L1
111"!
!
I`
m
L510'
�p EXTENDED SILL ADAPTOR
SCALE, HALF SIZE
16 RADIUS CEILIIJG HEADER/SILL
CALE. HALF 512E
Q
EXTRU
m
OLITE HEADER/SILL
SCALE: HALF SIZE
72 MID SILL ADAPTOR
CALEI HALF SIZE
WALL SILL
SCALE: HALF SIZE
(20
Iu —
19 ANrLE
SCALE. HALF SIZE
NYLUIJ WASHED
OR ALUI-II14UM
It YLON BUSHING.
`l 11V1 HNNAL)
--`1114 v 2-3/1 41D NT S.S.
INSERTS SCREW W/
"To TC LILTRACOTC COATING
TRACK II VP TOP L U01 ROHN
J BUSHING W/ WASHER,
o H 1/2" (m INTERIOR JOINT TOP
623•
CUNIMATE LOCK
SCALEHALF SIZE
5 ]0D ID/16• WIDE
10B
A TYP
4.500'
IIJDUSIH ALTSY6.S(1.15
BOX LACK
'CAL[ IIFLV SIZE
2018-
375m
PTo-21 THUMf1
yl,
5[RFw�,{II
yYl`I
i
E
n� 062•
I
20 RECESS SILL
FOR us( wn'n
SCALE: HALF 5121
AIJD �i't3 ONLY
21 SLIDE ROD
20,
SCALE HALF SIZE
".no•
357'
]6'
.137•
0DBOX CENTER INSERT
SEALS HALF S12 .—
r STAINLESS STEEL
( ASSEMtlL.Y
320m HOLE
�.050' NYLON
WHEEL
1.100" 840"
TYR AT EVERY DTNER
INSIDE JOINT AT TOP
E
ROLLER ASSEMBLY D
L
SCALE=HALE 512E NOTE.
TURN
p7 RAINCUARD
SCAL& HALF SIZE
't; NO YE004ES19
=9:
m'•.
STATE OF
NICKEL PLATED -'Jl llll
MOfR COATED
I OUI SIDE UN FORM
23 BRASS PUSH LOCK
SCALE HALF SIZE
.224•
34 INSIDE CENTER MATE
SCALE: HALF SIZE
STEEL EL ST AIl:LF55 ��
IJIII `4[ NOTE,ATTACHMENTS[PFHSNA d d
.400• ORP SLPIPS DRIVE RI ENS,
HEAP SI YIf VANES "A.D.t IP IONIVF SIRENS,
:R CD 1 NAAU.TIGNILNLDONLY. s s
r l`• 38 THUMB SCREW!•rP, m •@p��
} , SCALE: FULL SIZE v90' W
1 4-ZOrI OR 5/TAME
M�CIfME SCREW 5TAINlESS
5/1E"m INTERNAL 51 EL '. F L l4`! m os,TJRnnwxu
IN AI'J '
(/7 T-SCREW INSERT 8 YIr--% - 1.Pm• 15-23
i---}.685' POWOFfI (OAi(P,IINC OILG:1 JSCALG FULL SIZE _ �u•I N
SECTION A 3F T-LOCK ADAPTER m°' u J .254• 00D 001> 40D �
(OPTIONAL) I ].PUP• ,�
SCALE. HALF SIZE ENO STRIP T
2%7 ANGLE 2" & 3" EXT
S9 SCALE: I�F SIZE �, AY.125' SCALE, HALF 51ZE L ]
Fw SI['ER, p 18' 0.0 EXISTING GLA
(USE qNY ANCHON HUWN
IN ANCHOR SCHEDULE)
+i-may oS:S� Al.
EMBED. IT $$nu DF
(INTERIOR)
1 / —
EDGE -
DIST.
11 r29
00"ITYP.I
(EXTERIOR)
TYPICAL. PLAN VIEW
SCALE 3" . 1'-0"
M°
I
(INS( DEj
o'
g�p�CMV
pp LLLL
W
SILL
N
I
USE, (1) BRASS
rNi
ILT.
1 S$ LOCK 5/
THUMBSCREW
I+ 1 BREADL EDD INS
AT I/3 SPAN T
SPAN FROM BC
SHUTTER. RECI
I IDLE BI
DT H,
MAX WlDllt, UN
I IFIGNT
IYPICAL
OUTSIDE CORNER CLOSURE
CCi DETAILS
WO/CORNER
DUST
NI!
EXIST ING GLASS -'
••lf yx��4:. N E00[65
,ILLINTERIOR
�P15 STATE OF
0 062" THICK.6063-T6
M. ANGLE 1" Y t-MIN
,
X S" MAX. (ANGLE LEG
BE REVERSED(
~-/ NRK1/Z"GAL V ANIZE D........
•. TOP
BOTTOM
OR S.S. iMS. 3/%"N ALUM
O
1/4-20XI THUMBSCREW INTO POP RIVET, R t/4-20
THREADED HOLE LOCA['ED EN MACHINE BOLT Y NUT
113 SPAN TO 2/3 SPAN FROM LN 1B" O.0
BOT1 OM OF SHUTTER FOR BLADES
56'-3" USE TWO THUMBSCREWS
ON BLADES > B'-3"• ONE Cm III SPAN LOCKING DEI AILS FOH
AIJO ONE AT 2/3 SPAN FROM bO TTOM CENTER MATES
OF BLADE, TYPICAL. FOR LOCKING SHOWN ON RANDOM
SHUTTERS, A BRASS PUSH LOCK z3 DETAILS
MAY BE SUBSTITUTED WHEN USE WITH
CE14TERIIIATE N29 AS SHOWN. RECEIVING
HOLE FOR THUMB SCREW MAY Be 7/16'
G9lli�^J
END STRIP SCNEBUIE I
®
f�fppaaaa� EEi1=14
ik�EiF3EC
�11.>•�crr
EEF��Ei
�,_��
bSi
Tv
ihlffRfi
iF�E6Cf�
(OUTSIDE)
'I [Oi 6RG![l6VNlSDR1DID5
YTyyyYr�III,1,1,lIIIIIFFF--- ![wiwmvx lx exDsmr
Hx! W L!• ! XD 91NY9 P[ W IP! \
]'Y I' . W 0' [OI INGIC MD 6YN]
UNN41N1\xCN...
NKIg0. %HIIpIL[ \ MYIp' T!K
SILL SCP[W OM 4x']X \CLT1DFHp
sINY.
TYPICAL INSIDE COR14ER CLOSURE
CC2 DETAILS WO/CORNER POST g6t5g<Y
N1E C.. '-��
�114-20 THUMBSCREW \ (EXTERIOR)
INTO [ENTERMA TES III \
TO 2/3 SHUTTER SPAN ECFIVING H
SHALL BE 3,
MAXWIDTH
To'"HCIGHI
MULTIPLE SHUTTER ASSEMBLY
SCALE, 3" . 1'-0"
EXISTING CLASS
:ff UND SiNIP SMfouLf
FON NAX. SPAN WHEN
uSNG 10a,.1I UN Wa
FASTEN STARTER
-STRIP 10 TRACK W/
2/1'10xl" SCREWS
AT CORNER
(NANO-11GHTEN ONLY(
ANY TRACK
.,SCREW
BOSSES..
(INSIDE)
SILL �
\91-51' vv (OUTSIDE)( 15-23
USE (1) BOX LOCK AT 1/3 M'tl1e�
SPAN TO 213 SPAN FROM T�Ei�10
BOTTOM OF SHUTTER
MULTIPLE SHUTTER ASSEMBLY I --I
SCALE:3"
2 FASIENERS ALUM. ILNt
EACIt ANGLE
6063-Ttl ALLOY
E
SEE TGBLR
E A FOR SIZE. SCHEDULE
SCHfDUL E
SPACING-
Cl CONNEI
LUM ANGLE - ` REF, RENC
1HREE 3/I6"0 13 I SCHEDULE
ALUM
O. _ ALTERNATE THRU BOLT
SPACING -
POP RIVETS '
I HREE 012 Cl
SMS, 113/16'Y ALUM POP I 1
_ _ . CONNECTION TYPE
TABLE A (m)
PIIES.SIIRF VS ALLOYIABIE
IFHGM
R
139'
1)Y
Y3
119•
IPS'
1p2
110'
160'
1)o
1W
Iw'
9r
iir
UI'
ll RIVE OR NI2 SMS REFERENCE ANCHOR I^
(N 1H" U C. ITYP 1 I' I 5CHEDi31GE FBI? MAX.W
T� LLL
MAY USE LOCK
- OR I—_ T 1 I I
FEMALE COCK-SLATI
�(13 �,!.
CC3 TYPICAL CORNER CLOSURE DETAILS \ 4
S
ALTERNATE THRU SOL
C5 CONNED11tlN 1'YP
REFERENCE ANCHOI
SCHEDULE FOR MA)
TABLE B
MIfS911RE V6NL
(cTA)
W�IABIE LfH0111//
GSF `WIT ���B'0 RN TWO
6] i 113'✓ 166'
n lai•' iir
u 1or im
93 93' 1p
w gp lY
In 63' 121'
ILO MF 10F'
6' 9'
3 RW ET x12
3 RW ET x12
IS (a Ttl"U{ DF
C
V`6 ze lam n aou- n
II YI-.1.
3110 n ALUM POP
AWM.
FIVEI OR x12 51-IS
eosJ-is wLLW
ULaY
(d In' III, 1
SEE LAjEy'B
!'OR SIZE.
2 FAl fENENS
CACH ANKLE.
1" n 2" ..93"
6Ue3-16 AI.Il
- U*tl 3/1e"W ALUH
AIi61.L. I I P
PDY FIYEls an
ly
IHXEL x O SIlL, TIP..
1" • 2" v 1/tl"
t3
•`
RRM.r'. 1/B'
ALUM. ANGIf
USE HALF UP
FEMALE
LOCI -S'LA 11
12
OR,
C(:4 TYPICAL CORNER CLOSURE DETAILS
Nlti
M/.1
yu t
z .2".
Y.0 U°3-T°
ALL. I..E TIP
(OUTSIDE)
SIDE CLOSURE OPTIONS
SCALE. 3". V-ll"
EE INSIDE SILL MOUNT SECTION
SCALE'3". V0"
mr
4I4 SMS(d'fi:0,C
ITYP IMA0 OOTi
g"Y�I
� eiO
Z A'Iw
K Nm
QIQ4
LF WF
.0 O " SMS(W9.
ANGLELETO TUBE 9- xC}ION
2" v 2' ..12Y
6063-T6 ALUM. TUBE
ALTERNATE BUILD OUT MOUNT SECTION
SCALE , 3". T- U"
APPLICABLEBOTTATTOPOM AND OR
�I
FOR BALANCE n1Al mnuUlunc puuu FApfpIXRllDem
WITH IYi MIN PSI MIN)
MENTAN025y SFE }ABLE CPON MA% SPAN AND T'RESSUNES
GE DISTANCE• 93
}BRED WITH 3•
SPACING,"P. F BLEE DOUT 'MOUNT
SCALE , HIS O
�.: iqt 6510
REFERS NCE ANCHOR
EXISTING
FOR Gil d
F9111161
apa
SCHENG.E FORITAX,
SfRUCIURE
�Ss
LULU
GLASS
-' w W > ME TABLES
A SPAC
u C1 CONNECTONN TYPE
S" MAX
OR DOOR -
YC 1ABlC A
r v _. OR DOUR 4 FqJ NNIb
a
w W
_
In REfEHE14CE ANCHOR
»
lY
4 FOR RVR
ME ABLE k
M ME iADtE ]
t E T BLE
1-
N
4' SCHEDULE FOR (11AX.
t 00 SPACING —
VIA YIN.
13 v W a 0 YYMAIIgI
I
M £'
/2
VL IHRU BOX. W/
SEPMA411FN
10 GLASS
K ✓1 ✓I' IU fAAS$
JIIY. 1° 412 112 SMS. C&12"O. C.
'll
W-
O ✓: W
OI
LOCK 511S 12 Of OR
n2 U2' F151 t2 UC [S
£1-Wpl OR 11G"O ALUM. POP
CJ
X
LJOA,
La
c
a
RN6'OJ
]R /It"W ALUM, POP
W I- RIVET 6 O.C. OR1/A"N
S
VJ
HIVEI S Lv e'UL ES,
ALUM POP RIVETS LN I2"01C.
OR VA" O ALUPI. POP RIVETS
/`
M 11 AND O2
1/4"
LN K, U.C. 1.5 ---
1
-'
11 / 1/L" MAX. PROM PIN ASSEMBLY
MAX. FROM PIN
FM ASAI
IMILAL
U ANDCI
1/Y'
- 1. GUIDE T6 BUSHIIJG
112
TYP' I
GWASHER
ASSEMULY112
WASHER ITYP.)
IiYP.I
GLASS
4FOV Nine
/ 1/2 TYP EX6 TING CONCRETEi q CONNECTION TYPE UN DOOR SEE 1ABlF2 JL'
BLOCK OR wDUO FRAMINGEDGE REFERENCE A141HOR FOR NIL.
C3 CONNELTION TYPE DIST SCHEDULE FOR MAX. 1POAR IMN
REFERENCi ANCHOR - SPACING AS SHOWN GLASS
/ EDGE SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG. 10)
DI51. REFERENCE ANCHOR
SPACING AS SHOWN
/ SPACINGS FOR MAX
3 CDNWELTION TYPO IN DIAGRAM ON PG. 101 u �
REFERENCE ANCHOR SPACING, FRONT
FASTENER w OR 6 R _
PACIN6E FUR MAX EXISTING D FRA 114 LOCATION.AlLFRONT AND 0 O -
SPACNIG. ON FRONT
I' FASTENER BLOCK OR WOOD FRAIdIIJ BACK ANE HORS NOT REO'D
wrtN 1115 LOCH 110N CI
/ ® BA(n1ANCuO SNNOTIJACU'0 �� REFERENCE ANCHO
MP%. EN011 WHIT THIS LOCATION ``�/ INSIDE MOUNT SECTION SCHEDULE FOR MA
PIN GUIDE 10 SCALE . 3". 1'- U" SPACING
—J BUSYING WASIIER 5 CONNECTION TYPE
J(V -- UYPI (A)INSIOE MOUNT SECTION REFERENCE ANCHOR
11 ASCALE : 3 V- 0' SCHEDULE FOR MAX
\ 'STING COICRETE SPACING
/ NOTES FOR 06iAIL.9 A, 8. 0, AND f ON h1Ef T„ OLDCK D OD FRANIN - EMBED,
THE BASE TRACK MAY BE INST ALLE l SECTIONS
wrTn vv' GKPS, PRovluen mwi 'CH sFLnON MAs BUILD OUT MOUNT SECTION
-- I TYP BCITTDFI A MINIMDM DF TWO SE 15 OF AN' Of15 ANO IS A C.D
IVNMUn DF 12" LONG. TIIE Sa ❑CEILING TRACK E%ISTUJG EOIJLRETE, SCALE . 3"= T- 0"
USED
WIl'H Tt`E BASE. TN ACK UST 13E [UN I'INUOUS BLOCK OR WOOD FRAMING
EXISTING CONCRETE.
BLOCK OR WOOD FRAMING
EOCF IST.'—C4 CONNECTON TYPE
EMtlEO,
'6 CONIJECIION TYPE
REFERENCE ANCHOR
FEEEREN[C AN NOR
SCHEUULEFOIt MAX.
E
F SCHEDULE FOR MAX
SPACIIJG
SP ACIIJG AS SHOWN
w'
5 6
IN DIAGRAM ON PG 101
1 16
�
GLASS
w
u
y.Y
Li?
4
OR DOOR
6BN HVHI -13 Nw`Y
1/L
1/2
Al t ;
NX 6 A ALUM
O.C. 3/Ifi tl NL0
MIPIARPA1NXl M O VI
2O
_ 10.4A 11
R
rNi00
POPN T5 (N b"D.0
C
OR 1/ LLM POP
Xu u`L
GLA
OUO
GLw55
F f I A�EL
TOR
13 V 1 �T...
NIJEI C. •• . I,
O V F
OR DOOR--
(
.vIQ SEE TAME 2
0
.- W
1/4-20 S S. MACHINE-5[VIAATIaf
IG-
L O't N
1 6
JWOJn=
J
�S ANO[]�
_ _ _
FROM
SCREW 8 NUT m
C
UASS
of
ASSEMBLY
1/1" GUIDE TORF S�I
w O C
TYP, WASHER ITYP,1
,
r
P
w
1/4" MAX. FROM VIM_
G GUIDE TO'BusHI G-
W'
9 CONNECT1011 1WE
_
J WASHER ITYPI
DO REFERENCE ANCHO
EXISTING CONCRETE,
pis SCHEDULE FOR MA)
1-ALUCK OR WOOD
EXISTING CONCRE
SPACING AS SHLIWN
_
OUR
-
FRAMIIJG
BLOCK OR WOOD FRAMIIJG C4 CONNECTION TYPE IN DIAGRAM ON PG,.50)
RE FFREIJCE ANCHOR
3" 3" A 114" CONI
J
/
I
4 CONNECTION TYPE
N12 A 112 SMS Ed II"
SCHEDULE FOR MAX
6463-T6 ALUM. ANOt E
f REFERENCE ANCHOR
O.L OR 3/16"O ALUM.
PACNG. AlA'. FAS TENEh
MAY BE REVERSED
SCHEDULE FOR MAX.
POP RIVETS @I 6" 0.0
BACAIANC FRS AND
BACK ANCHORS NOT REO'0
AS SHOWN UAS11ED)—
SPACING
OR 1/4"0 ALUM P1
WITB THIS LOCATION
p WALL MOUNT SECTION
RIVETS C0112" 0,C
\
CJ CEILING / INSIDE MOUNT SECTION
[ALE: 3' 1'-4"
J SCALE 3"• 1'-0"
U
W/NUT PO;
"N. SMS W
(TYP TOP_I
1/4' MAX FROM PIN r!^I
GUISE BUSHIN
WASHER ITYP.I ''pp
Ir FACB a
W% EXT
E%1fUS1ON ®1 I S: � I$
r
NNou
JWDprLloan,'
/ { 1 C1 CONNECTION TYPE W/ EXTRUSION p2
/``'\\\\` C2 CONNECTION TYPE V11W1 EXTRUSION Nl
�4�itl
15-23
ANCHOR
sCHEOULE FOR MAX
�Gual
JREFERENCE
SPACING
EXISTING CONCRETE.
rAgLRK IQ
BLOCK ON WOOD FRAMING
�LI/
EO WALL/BUILD OUT
SECTION
SCALE :3".: 1' 0"
t6I:ItWES >E[ IABU 1 a
FOR IIYtlt SEE MILE J
GLASS 11 W MIN 4YAMAlIUN (U
ul<
��
�� -
EXISTING
STRUCI Ukf
-ALT LEG DIRECTION I/4-20
MACHINE
DOUR
�Mw
r
(2)6063-i AL.UHINUM BOLT W/NUT
I
r N �'
ANGLES PER BEAM ENO, N II" O.0 OR
SIZE PER SPAN TUBE
O
1/4"Y ALL
SCHEDULE
_ _
y—:,�5y.
S42
)
POINTS SOLID
p EM56"O.C.
\\
k
NNNO
-
SET ANCHORS
WITH 'i/S"PIIN —N.--
"Q__ _ SPAN TUBE
EMBEDMENT
PE
R
X 1.0
Wry
CONCRETE OR4
BLOCK 3"NM
SPACING AND
ACCESS HOLE SCHEDULIEN
3 111N EDGE
B"MM,
EU..OISl
14 16 a l
/2"
01
OR A57BL1iENIlBLIdJWICi
1/4" MAX. FROM PIN
I ! I(I BUSHING WASHER
GUIDE
ITYP.1 GLASS
iR AOLE I N fOR IINR YE
VPE� N
1/L"o WOOD
�WC
OH DOOR --
�,�Ap(L-Z.fOA
]//h
AG SCREWS l 24'
V140"DGTHRU DOLTS
C MAX WITH 2"
SEE BEAM
1HN'1ADED PfNEIRATION
3" MIN
MIN
SCHEDULE FOR
"T""IT [ENifR OF VON
ED,
-.. EOUIRED NUMBER`
EIHB "1' -3 tE. 5MS (N MIUSPAN BEf WEEN
�x6
141E
51005 FUP 1NACK TO 1" a P'
PLT WOOD 5 TOCONNE( IION
1/4"0 Al 1.
'n�
510CCE1 FINISH
M10e3-To AtOM TUBE
t
POINTS SOLID
SET ANGIIUPS
wITH T/b" MIN. -
P
IlaS UE AIL 10 BE USED WHEN STUD SPACING
F xCFfDS Tnf MqA. ALLAWABLE ANCHOR SPACING.
EMBEDMENT M
BI:OCK, 3" MIN
-
/�
( WALL MOUNT SECTION TINS DETAIL HAY
6
M NAEDGE AND 3"
06TANCE
Itl 6U63-TL ALUMINUI
ANG4EI PEP DEAIS IN
SCALE 3"_ 1' O" AL SO BE USED
1 12E 1'EN SPAN ILItl[
\ SCHEDULE.
AT TDP
EXISTING
STRUCI UFE
4-•ALT LED DIRECTION
_ IF
SPAN TUBE SCHEDULE
N10WPBIETUBE
NLMBEROF
NUNBEfl OP
�1�y.ASE/N
TLAE
BORDER
M
THRGET9
MOLE �
M�.yR10P
SIZE
SPAN
BOTO
BOT
TOL
TOP BOEEDI
TUB[
TUBE
TUBE TUBE
TUBE TUBE
ItevIfl
Yxe1
�•
VILE
1 Inr
2
2
2
B
r
T•
0.1n•
_
1p1?I—
p'
2
`2
t
0
r
1•
In
BBp
WI'
1
3
2
I.
r
rIBSI
IT
ln1•
IaE2
2
2
2
S
4"
r
o.l]r
W
M4a�'
124 t•
2
2
3_
B
r
r
123
tOt
O' 100p
2
2
1
4
IV
IT
,may
M'
1]B.
2
2
3
S
r
T'
B.12a'
�•
122.
OM
tm.r
2
2
2
4
T'
IV
In'
HE
121.p
2
3
1
6
1p
17
ra10'4
or
I511
21Dp
R
2'
t
4
r
ID
O.IW6•
..............
L0.0•
._ ..__
222.p
_ -.—.
2
�.._
S.�.
4
_..._
B
_... J...�_.
IT
1'
1D'
IffiT
213.1'
3
SPAN TUBE PER DESIGN 4.
SCHEDULE
MACHINE BOLT S.
W/ NUT NI 12" OX
OR NIL x 3/4" EMS Co
6" O.C.
ACCESS HOLE B•
2.
BEAMS.
E USED
W jj REAM SPAN SEC11014
-GLASS H o BCALE 3"• I'- 0"
(G(1 ASI3lFSSEllW1 OR DOOR
EDID$$ SEE
RBR 1 a t3 w
(O2 114 VA TABLE
W. Z
IUX NIR. CLASS IILY!1O N II EXISTING WOOD _
CLASS L TNu55 LIN HAT -TER t/2" 3 - I/L" �.
1 p (ul 24" MAX. D,C -1/T t/i'
D' m fjV
EXISTING F INISM / I� \
MATERIAL T / -1
I' `TO MAX FROM PIN GUIDE } D
TO BI—III WASHEN ITYP.1 I n 4 n BE /TOP t
ALUM. TUBE LA TIiREk �{ �
—III Ii YPI
/ MNI511 HAlEHIAI SCREWS WITH 2-3/4" AL'RN P
`3/4"PCfW' 0 PENEI R THREADED / _ \
1 1/Y m A325 GRADE THRU BOLT T" O [ PFNfTR "T" IN W ODD [A ( \ ' L
OR 5/i4"m GRAD'
GRACE THRU BOLT Em IT. OX EACH RAFTER OF TRUSS,
UALV OR S.S. 24" O.C. MAX, WHERE 5' 6
TUBE EXTENDS BEYOND 2
1/G m fLC0 ULIIINCbN LO CONCRETE/EHU LAST TRUSS MORE 1MK
5 0 C W/1-1/I. MIN. EMb 6", EXTEND TUBE TO
a 2' S 1/8" 6043-T6
/ \ D m ALUM ANGLE W/ THREE
MI vND, LAG WOOD
SCREW AB N" J C W/t->/B'• NExi TP1155 w
{ MIN EMU, IN WOOD SG.U.42. 1'0 0.55
4 »m t/<mwDOD LAD
SCREWS WIVE l-]/4"
1/4-20 5. 19ACNIHk"SC(IEW tY 13 Ig2UOR 0 n MINIMUM THREADED
12" 0.C. III BE (YIEEI.I TRUSSES
IG (OIVCRETE, Wfl'H 1/!'m ACCESS HOLE OM 'A Cj oim� PENETR "T" IIY WOOD W
1 BLOCK SE 2 x 5' x 1/b" CONT BACKSIDE OF TUBE OR 411. 5115 %w 012 m EACH RAFTER OF TRUSS,
NAMING SEE ALUM ANGLE ILTOI-TBI (N 6" O.C. MAX,IN BETWEEN ¢ 1'C
.f0 BASED oAr 24"O,C MAX WHERE
�E OF SI HUE IUHL ANGLE EXTENDS BEY014D
_ _ a LAST TRUSS MORE THAN
_ IMP% DE61fiN LbAO a T2 PS.F 1 6'. EXTEND ANGLE TO
/ \ PASS THRU DETAIL (MAX. DESIGN Lugn x T2 P.S.Fj NEXT TRU55.
`H/ SCALE � 3". I'- U1' - O SRAUSS 3 OUIJT SECTION
0
w
N
15-2338 1
8
�uLnss
oN W
o�-
umq
f[H
[(L�5Cy1j
so0
-hiW"AmL
B
SIP TO
tWutt
LASS
h3
I�wm
07
/
O.0 Wlill l-t/CMIIV
/
[MdfU
/u
EXISTING CONCRETE OR
\
BLOCK ONLY WOOD
/ N FRAMING M WBUD ANCHORS
OR
w*
�W
uj
N�AI
rc
Bodo
Uf ACCEPI ABLE I EXISTING MOST STRUCTURE
\ ///A` O WALL MOUNT SILL DETAILMXIs71NG FINISH
\ ATEFIAL—�
DIST \ IV DECORATIVE FLOOR TRACK DETAILS oR(s�N11N 4"INTERVALS
G� RECESS SILL OF I AIL SCALE 3"- I'- 0' O F R U yE ISEE
\ OFTAII 1 lr� FOR AppITIONAL
SCALE J T- 0' INFO). TY TOP L BOTTOM —
\ FASTENER r EACH A" CUT
1 Li SEE ANCHO SCHEDULE BASED
ON C4 CONNECTION TYPE TO
PW GE BE 10 VERIFY ANCHOR SPACING
IING WASRGk I I IS ACCEPTABLE
IIYP.I I , TYI'• BOTTOM V !L�
T M60 i-T6 Y. ALUM, AANGLE
ATCHAND PROVIDE SUPPORT
OF CUT
CKEEEIOHSOITAND BAWHRFRONT OF E%TRGSIUN IS
CON NNUOOS, flEINF ORC EMENT
IS NOT REQUIRED
APPROVED MOUNTING
MOUNTING
CONDITION, MIN OF TWO PER
TYP°. SECTION FOR SHUTTERS
PI
SCALE: 3' — V-0'
FINISH
I0u3l-J
ACUM
MATCHti NJ PR AMGLE CUT R
MATCH
Ict
O
SHUTTER EXTRUSIONS'
F f(OI IT AND BA"pK.
CUNTILO1011 EIHFONC EMENT
IS NOT REO UIREO.
�--0@
,
/
ME,
APPROVED MOUNTING
`S
[ONOITION, MIN.O F TWO PER
PIECE
—
SPACING W THFASTENERAMINIMUM
TWO FASTEINERSIPER CUTItF
_ __
PIECE
------
TYJ'. ALIERNATE SECTION FOR SHUTTERS
PP
SCME': ]'
- I'-o
PARTIALHELAEVATIMOUNTED
SCALE: 3' = 1'-0'
WASHER (TYP
1
ST- EA i
I
VYVVV x
VVYVV V' �
1/4.00 MACHINE I
W/NUT C. 3"0C
OVALS T
E OEIAIL be
*,: NO
15-2338
9
El
Im
'31n03HO5 NOHONV PIT OUV]IONI Stl 3'
'M3105 31414OVW ONMOW3tl A9 319VA01,311
'S3sn 3111111d300V ION 3 HOIHM
NI
313113NO3 03NOtl113.NON 010311Y15NI
WA1 NOIL33NN03 d0 NOLLIANLLN3O1 HOd SIItl130
HUM ® tl0 a 3J31d On050'
30151n0 H11M Q 3)31A 914I50 '.
w3dA1 NOUD31NNI00 OD e f0 HOJ
'91,I13VdS 31nODH)S HOHONV
NOILVNIHWO3 Ol / b
NNIVNI9WO) .1 / II
NOIIVN;GW03 P / L
Gi H0 Q 333Id ONISn
;3dA1 N01103NNO5 IO d03
ONDVds 31n(13143S apH)NV
.9..•'Jaiu' �/S
p y, SI NIN3d0 Ol 1535T1J 3015
d031V36 'S W IX H
9N13tld5 33GI N
� Zl�ytf•30V3H QtlU E 3015NI1
6M9b5T3d ON :'il` 0 O O
�AN9]I1� 0
961I)Yd5 3351 bpHJNb
1111111\\\ DominoRl S . Z
)H]Ntl N311M '11
O]WnwlNIW •01
sVM NO NN
S31VN91530
531VNOIS30
A301S)OV2W
OHJNY3SV9
053NIHOVW -6
135 or SN3NM '0
" SU36W3W
41151N33119HM 'L
S3HSINId
I'1tlH5 SHLON3l
]NVOl1033Y 91
1JVtlWOJ 3N1 '9
'AINT
313tlJNOJ TItl 'S
1 NT103NNOJ
1 NO1l�3NNOJ
13dAL tlO O9
]OM No NDO19
AUlS ONLLSIN3 'b
ONLLNOOW.335 'E
; HOHONY WRING! •Z
OHL O103UY n
19tlMO11V'A1N0
NOT ONO SNVdS 'I
•3 tl tl
301S 1n0
INNO) D) -
tlOHJNV
INNO) EJ -
ONIOtldS
S., '31ON
3NNOJ I) -
ONIOVdS
..5.. '31CN
0's
.SY
OE
AE
,S'LA
Aj0
OS
56
PE
SC
SL
6
05
Sb
0'E
SE
5L
A
00L
.U'S
d'>
.O[
SC
.5'L
.0'8
09
SS
OY.
sb
56
-0'[L
O6
m
0'9
59
O91
091
Oil
- -
09
09
09
,5'b
,56
�0'l!
56
„SA
w5'9
OL
091
..091
5IT
091
b501
,O11
.091
0.93
EL
(ONTO NOW PdOOOZ) 03GN3
.52 /M 1n3SN1 N..O
„5"4
.5'[
„5's.
xL'S
.0'!!
n5'B
.0'91
.0'91
„5"5i
,.0'9l
„0'EI
,.5'Et
u0'91
,.0'91
29
1.S'6
A-11
„S'9 .,0•L"
Alt
l
.S'll•A'9I
.09t
.0'91
1.0'9t
,.0'91
.A'91
,A9[
, W91
BbTXM3A3.SL'E
/M SWS ElI
.V
.GE/
SS
0L
IT
SC
:SC.0'I
xSY
OE
IM.WTT
59
109
a
Y
O[09
,A9
lt,Ybi
,56
OB
_A9/
0Y1OrtSb.
's'L
09
,09i
0=i
LL
.O'9,0'9!.O'9f.5'OI
..0'91
AS
.S'6
„0_9t
„0'91
E9
(ONOJ N[W Hd000L).5'9
DwB .Z/M mom tlOHHY
A-6
,.S•/ A's
.0'B•,0-91.0.99
.5•C,
,A'9f
AC1
: Wei
A'9t
„0'91
06
,a
O
10 'ED
O
[>
O
ED
9>
S3
10
O
2]
13
MVM3A3.Z/MSWSZ1/
nwisEO
HOOT
NIX .0
OL-
S.
/,OS
.09.5It
q9
ACI
OIL
OTT
5E1
99t.56.G'01
0'9i
,091
LL
�'�•�-^F1
...__
.6'L
A'6
„0'S
,U'P
„0'S
.A'IL
.9'01
„0'L
,.0'B
�A'91
__-.
.0'91
.0.91
_._.._.-_.._.__-_..
A'9!
.O'LS
.9'EI
„0'91
,.P9i
E9
(JNOJ
NM Od000E1099N9.1
ONO 11O95502.01/M
M-dOHO SS SHIMOd .Olt
.5'6
.0'B
.S'9 „5'9
.0'[i
.0'[i
, 'bl
0'9[
A'01
.0'il
,D'01
.0'91
i9'91
..0'91
,A'9t
�A'91
.A'91.0'91
9>
O
J
q O
O
O
93
sJ
n'
0
2J
U
9J
5J
q
O
2J
13
LU
H F
-C
,019,
n4'S
u0'S
A-5
e9's
////
j//�
%//
����
.5'S
_OOL
09
O[
98
59
OS
$S
011
,pT1
09 OL
•08
.iL
nS9
09
SCi
,q Cl
SLI
,q 91
06s8
09t
49f
_U[I-��.
iL
0'L
/SOB
5.0
_._
SDI
A'01
_
.f9
SL
._.-._
A'91
.0'S[
561
A9i,Al1
.I II
091
A'9t
L9�
(ONTO
NOW Nd000[) O39N3 d
ONO Lim 59 OL-X!/M
4I-409055 Stl6M0d All
6
..5.4
.f'S x09
.5'ZI .0'Lf
.0'EI
A'9t
.9'8
..9'Ol
,.0'91
,q'91
..Win
A-91
,.0'9i
.0'91
.A'9L
,A'91
Pb
9J
O
TO ED
ZJ r
9J'
S]
b
q
O
1O
9J
SJ
q.
O
LJ
1 t]
1
iJNYlHC00YiNI"
.H/9-L
59
E
n5'C
O/ OL
„S'0
59
OB
5/
SSJ
..5'L
S'9
05O6
.N
S'B
s0i
5B'
All
Ab
001
SE
0'L
O/m
UB
02�-�3
TT
CA-
9'Y
OLL
01t/
9L
50
DB1
99[
091
09t
021
,0 f1
L0'60
nS'ft
,A'S[
.0'6
.0'OI
'x0'9f
..0'9i
„O'9t
„O'91
.,0'sl
0'9t
i9
(JNOJ NIW Xtl000E)
M3tlJ53NINJYW SS OL-b/1q
9Coma .P/L /M POH]NY
195-OI105 S1NIOd91W.1/1
.0'91
A''91
,.0'9[
.,0'91
u0'9l
BL
O
33111I
3909
NIN .0
002
Oti
��yy
24
E9
bNo3NIWsOZ-0E)
003911NIHTYW55OL-64
H03BW3.B/L 1M tlOHJNY
J3S-OIIOS S1NIOd-TY.b/[
Ia
.ED
..0,
•.5'f ,.0'I1
,.5'Ot
„TED
,.09!
,.S'S
.09
0la.5'Cl
.091
•A'Bi
a0n0-91,.0'91
.A'01
.,0'9[
.5'6
„ED
,.091
„13
Pb
9J
SJ
q O O
TO
O
9J
SJ
6J
O
1]
9J
sJ
O
O
i]
U
S10MfRA
iOA
IX
.V
b/1-1
-
.5'Y
.5'5
/
xSY
.5'S
.5'S
/ a,
`9
/
/
/
.5_S
00E
Q
AV
e5'9
.5'S
,VS
A'9
„0'b
xS'9
//
0'L
/'
.A•b
MISS
//
.5.0
.9-tt
.99
.5 f!_
.
S 6
_0'9
A 91
0'b
.OZ
_5'b
L
.501
09/
.,S'01
w0_9,
Oit
-
(313HONOJ NOW
1-WS
.5'/
ns'L
,.09
s'L
x5D
•,0's
.. O'SL.O'bi,.Ls-G
_
A--
n ..
9'e
_5
A'6
.0'91
..0'91
79
"SEE[) W9N3.6/E-1 HUM
1-ODWNTIN31N1114 ME
.5'9
..0•L
All nS'b
4111�4•11
4'6
.0 SIT
..s'L
1.09
.0'91.0'9!
JET
.,0'91
xO'Cl
.0'Cl
9P9
BY
.019
1.0'1
0'9
.Z/
/
.'
.09
OOL
d9
x„s''6L
d;
5
0bt
q'bi
Oil
.5
'w„S06'01
/
'6
'S1AA
.."
b
---
Z
(>NOJ NEW NL6f)039S,_
q O'
•5'S1
„0'9
,S-6
A'S1
0'b
„5'S
,A'9t
.5'O
.06
.19t.0910'9_
M-9t
..0-9I
„57
„0'91
..S'L
A-L
A'9l
.0'91
9
Bb
OJs,4
NIX Hdi6[[/039N3
„b/E-f 141M NOJYtl1l0
=3 NO NOJdvi mall Olt
O
SO
O
SO
05]
q
O.
ZJ
1]
93
SJ
q
O
LJ
TO
g.a
H66H
NFX.I
OB
0'4
A_0 05
O.
0.0[
OB
0,9
.,0t
05
a
,p'OI
OB
OS
.0'b
,OS
OB
.O'OL
OOL
<EOIIRiCN
.OB
0_B
A,b OG
00
0_01
T166
09
PS
09
AOI
,pL1.0
E1
Sit
01
.06
991,0'9t
011
98
AX
„05 09
i401
,A'Ll
A/1
iEl
_...
ED
AOt
p91
AVE
,A 9l-(39t
9ov,
,.5 SI
09[.6'9t
-1:17
0NOJ
..0'0..S'R
,A'L
A'Fi
.•5l1
,0'91
.A'9
5'01
.9'Lt
.0'91
„Ogf
„0'9I
A'9{
•.O9t
,A'91
.0_9[
_0'9t
Z
NEH WOSFE) 039W3.Z /M
A'II
.5'II
.6'9 .A'OF
.0'91
_0'91
A_91
A'91
. 1
A'9t
NOV,
..0'9f
'A at
•p'9t
.AI'91
A'91
x9'91
•.9'91
5 N311313tl] d/t
l...
.f�6
//
/
/%
.S'S
A_9..L'S
/
'
j
.5's
_._...
A-i
__ _
O02
9'6
/
.S'S
A'9
.0"
AI
.06
.0'L
.9'9
.A'6
,.O'B
A'S
.•09
A_EL
.A'EI
0[t
59
.9.1
// OY
OL
5'B.
56
06
n0'9
S9
SbI
6'bl.s[!
A
46
.-61
09L
091
(9131310]NEW
9L
_57S
x0'I. .9S
06
.)'01
011
OLI
.O_Y
09
091
A'9f
n5 St
091
OZt.0
It
1019i
991
_ZL
29
NdSLZO(33BW3.blf-[ 411M
G 6
.06
.11'B .f 9
.G'bt
WOE
A_bl
,A 91
n901
Ali
A'91
WOE
09t
O91
,09t
„09t
09L
A BI
Bb
1SYLTIW WOlN3i11N.1n
OS
,0'B
.SL
.0'G
/
//
OB
.5'L
OS
///-
,/P%/-A9-.Ti-
„Of
/
/
.�0'9
•.SL
.,9'9.
u5'Y
/
.06
.6L
.A'6
A'B
:5'Bd'>1
.511
OIL
.A'9
.,0'S
2
51
O9.,09t
_L6
]NO3 NW Rd6tE) 099W9
A.0''I9 n.'0S'S9
.A9''0911
2„95''Sllf
A'OL
0F[
0L
90
.09!
-
.A9!
..O'21
ALi
.0'91
0-97L9
.//C-t HUM NO3Mln
.A'EL
A91
hin
Tor
,.091
A91
.
A9
go".9
OT3 tl0 NO]dYl MILb/1
9J O I YJ O Z] O
3dA1 NNOJ
9J SJ YJ
O O O
9J I SJ "
O 1 O 1 EJ
Epd1
OOHJUY
NO3
UAL
NNDJ
OYOI
P
:,6if2<I3Ni0553
T9-5Ian
FTE63
•.0-.9 ofZPT-W§
9JNYIHW dOOI NIN.P[
ANCHOR SCHEDULE: CONCRETE CONT.
W16' EIW TAECON %L WITH
-V4' EMBED (1099PM MIN
:ONC)
VIV ELCO DLTRAWN WIT.
1-3/4' EMBED (35110" MIN
:ONC)
/9' FOWERSTAPEER+ W/
-3/9' EMBED (311110PD MIN
MNC)
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
l• IN ADO! WORKS
1-1/1" MIN COY! D AMCC
I
LOAD
sn3BLup
r84_-9"
$0CNS1Y.I89:'fl:
$0[IWl9
TO 13"0'•
9'9!0[S�Yy&-V-
$wn. US To g'-S"
S.I. UO To 1310'
p[
s 0'
ANCHOR
103N
CONN
)NPE
I
CONN T)PE
[OHN
TVP!
CONN
"PE
CONN TTPE
CONNT)pE
C1
C3
Cl
G CS
LI
CI C3
G -
CS
CL
G
CJ G CS CI
I C3
C3
.0
I CS
Cl
I CC C3 U C5
CI
C] cS U CS
1/9'UW TAPCON WITH
1-p9`EMBED
•B
62
LS
O.a'
J 5
60"
] 0'
%/
3.0' ).5Y
/ 6.0"
5 0"
Slim
5 0
4.0 %%
5 0"
///
3.0"
].0"
10 5
/ b0
IO.S'
BV
g 5
19
Is
•0
lOv!
90"
> 0
50
J 0"
'S5'
))
S.D.
9.0
�.5'
).0'
J.0 /
/ /
j/�
/
r ).0"
-)A"
3.5"
3.0"
'gA"
1.0"
9.0" / /
'•
IRS-11
1/<• ELCD 0LT14CON WIIN
1-1/9'EMBfD
63
5"
90
I1.5'
90'
6.5"
1.5
6 6'�11 5
T90
tl 0
S5'T
6.0'
>.5Y
/
1.6
!
♦ 5
//rl
/ / 11 9
0.0'
6 0
ll_S"
B 0
B 0' ) S
11.5•
1 5`
110
9O_IOE
9.0
8.5
////
93
%/%//
60'
/5•.
IV, pp"
/ T5
p
)3.
10
j
/0
90_-S5
69
s
60_
A-
lid
r
/
La
f//
10'
//I
1/4• MIIlENIDM MIllEA9T
IB
1•a'110
60
60 14A
95
93' /'
�
90
5.3
b5
�/ / 150
150'
90
90.
ISa
105
105"
ANCHOR W/1-Ip'EMBEp
g1
105105
<0
1.0' 10.9
09
)5 /
1.5
4.0
r
% 113"It_Y60
55
11.5
)Sf
80"
R
90
9.0
///
G//////%
/�9.0
53
45""
/////.
/
10.a
100
50
•.5
9A"
60
6.0"
110
50
SA
//
/%
5.5
55'
//!
//
IH' ALL -MINTS SCUD -Be!
•
1 [O
C
C!
i•
MIN E.G. ENHANCE
ANCHOR W/)/B'EMBED C
CI
Ci
I C)
I[0I C5
I Cl
I Ci I[]I
CA
I CS
I Cl
I C3
I CS IG
CS G
R
C]
G
CS
CI
Ci C3
U
.C5
CI
Ci CT
CA CS
2/0.30 55 MKHINE SUEW
9B
I].5
16.0"
p,5"
9,3'
lb.a'
I6.0"
16.0" 6.0-
5.5:
16.0'
B.S.
9.5"
3.5"
].0" 5.5"
63
10 5"
10.5'
9.0'
• 0 10.5
B 5
],0"
//
1.5
3 5"
),5•
/ 16 0
16 0"
1 0
b 5
16.0"
11 5
2.5 •A"
4.0B 0
6 9"
6 0`
3.5-
z
0
32
90
B.0"
JOY
3.0' B.0
55
SS
].0"
]0"
/r
155
I55"
55
50
u.a'
9S
95 3.5"
30. 55
55"
•.Y
3A"
110
50'
9,0'
/%:�
]0
]0'//
///
/ BS
BS"
]5
30
50
55
95
%/
45"
3.5•
/
Gay
300
/
//
//
OS
]1'r
r/.
45-
3.5"
1.5"
35'
r
/
p
5/16' IiW TAPCON %L WRN
3-
MIN BOB! OI[TANCC
P
MtN [OO! DIBEANC!
a
1.3/9'EMBED
Cl
C]
I Cl I C9 CS
Cl
Cl
I C3
CA
CS
1..CI
1, C3
I C3 G
I CS Cl
I Ci I C3
UI
CS
Cl
CS
C3
"U C5.
'C1.
C3. :Cl
G LS
U.S.
16.0"
13.9"
U.S.'
6.5"
6.0" I1.5"
6.5"
].0" 1,D"
A".
7.5"
13.a'
S.5"
/
9.OY
4.5"
4.0" 3.5"
•.SY
(5" /
5.5"
WMIN
100
6.5"
).0"
•.0"
4.0"
4.0"
/
[DO
DIR
AMCB
[
MI
CDOC
ICTANC!
5/16'ELLO ULTMCON WrtH
Cl
C3
I C3 I CA I S
CI C2
1 Q
G
CS
CI
I C3
I Cl.'G
I CS Cl
I C3 I
CU.
C5.
Cl::[2
Cl G. CS
cl
CE C3" G CS
30.5"
16.a'
13.5
IS.S"
6.0" S.5" 11C
_ 62
6.0"
B.0"
BA"
S.o" 5.9"
r
IC.!"
10.5"
).0"
6.9•
l9 9"
9_0"
10.0"
8.0"
I5.0"
Tgood
�f
ANCM00 NOTES: SEE SMEET
fU FOP INCH" NOTES.
15.2338
11
1• MIN BODE DISTANCE
500n3_L11t T06'-0"
-E'
$Q)PLYU To 1J•,0••
8
b
µ��
LDAD
UNt)
COHN TYPE
cl a ofGIcs
CONNUK
I la o u CS
CONN TYPE
-clfn 10 I GIc5.
IA'YOWERS TMPERI W)
16
IS.Y
15.Y
6.S" 6.5"
15.5"
30.5.
10.5"
4.0" 4.0"
10.5°
6.0'
6.0•
1-1/4•FMBFD
63_
12.0^
I20^
4.5" 4.5°
1].Y
).5°
B.0"
/
5.0•
)2
10.5'
16.5•
4.0"
6:0"
S
112 SH$W/i'EYEWALL
46
16.0•
I6.0'
0.5• 6.4•
16.0"
I].P
1].0.
5.0" 5.0"
i3.Y
).Y
I. ]A" ].0'
4.5"
p
O
x
ARMOR INSERT W/1-1/4'
EMBED
62
14.5-
14.Y
6.0" 6.0"
14.5"
9.5"
I F
4.0" 3.5•
6.ON
!.0°
4d^ / // 3.0•
g
110
il.Y
).0"
13.5"
).0°
5.0° 4.5°
].0" //
11.0"
4A'T
7.5"
4.0°
1.5"
I
W.
/
3.0"
/
4.5"
%/
4.
J.6"_
YS•
1.0_
ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK
F 1'i
z
AnmpR
WAD
IWI
4• MIN EDOD
DISTANCE
$g+nySlQjq
CONNTPE
u cx
O I G CS
iPilliga
CONNIYPE
CI a
TR6'.B°
Cl
G cs
S,n, UO TO I]'-tl'
CONN]YPE
cl C2 I C]G CS
S/16° ITW TAPCON EL W/
48
16.Y
16.0'
Ifi.p"
16.0" " '
16.Y
16.Y
16.0°
16.Y
16.0"
16.Y
16.0"
10.5.
9.5"
15.5"
3-1/4• MIN. EMBED
D�
62
72
I10
16.0"
16.Y
IBA"
16.0'
16.Y
16.0"
16.0'.I6.0'
16. �115.5'
IO.Y
I6.0"
16.Y
9.Y 14.0"
16.Y
16.0"
14.5-
18.0°
16:0'
12,5
12.5°
10.5°
CS'
11.$°
9:6°
S.5'
16.0"
195'
).S•
I6.Y
11.5.
11.02
16.Y
U.S.
IB.D'
0.0^
_65°
5.6"
],0"
9.5'
4..5"
IO.tl'
6.0"
6.0"
e
5/16- ELCO ULTRACON W/
200
IB
1T.0°
16.0°
]0.0°
16.0-
5.3`
U.5'
4.5^ 6.0•
13.6. 16.0"
13.0'
16.0"
IO.Y
N` 0"
5.5•
B.0,
1.5"
).S.
6.O^
16.Y
12.0.
9.5•
10.0•
Ls-
5.5•
4.S.
6.0"
G
rcz
W $
3-I/4-MIN. ENDED
Y
62
R
110
200
16.Y
Ib.Y116.0'
05•
i��//
16.0"
0.6'
9.5"
].5•
/./
B.Y 16A°
].0' t}.0.
// SA•
/ ///%�
12.06
9y5•
6.5"
W//
11.5.
9.5•
/ r
5.3•
/
S.Y.
r
B.Y
6.0•
///
6.5•
6.S•
6.0'
r/
/
,
/
/
r
1"
Him EDGE
Dill
[1
a
a
C4
C5
Cl
a
C3
G
[5
Cl
a24:V
CS
10
fi3
16Y
I60
16tl
16D
105'SO
)5'
6560
4
)5
1b0
160'
1fi0135°125
160.
15Y
160
Ifi0
65
50
10].5`]5-)D
65"
IS'10fi
IN
f]5
DO
620.
IS SA0.MOR
BO90160160
AS1L5
$12 ENS W/2'EYEWAII
IMSERi W/3'EMBED
6S"Y
/////
10"
6.0"
5.0"
/
.
l.0"
6.0"
3.0
R,
A� 4T ST
EOF
1 3/4 MIN EDGE DInmor r
r�3
tl
ANCHOR
ICAD
1PJG
SomE
CONx
cl a
IN, To
O li
6'-0°
G CS
5,L,Uo
O'S
C] a
To W-B"
TFE
a G C5.
CONN
Cl a
IY 111
a I G I [5
1/6' NAG SCREW WRX 1-314
MIN THREAD HMETRATION -
40_
62
16A"
16.Y
I60'
16.Y
11.5"
B.S.
11.5.
8.5.
16.W
16.Y
16.0"
16.Y
26.W
16.Y
7.5"
SS
2.0•
5.5.
l6A"
16.Y
I6.0^
16,Y
ma-6Y
IS.Y
J.S'
L5.
).5'
15.0•
9.5•
1� IOUAP-
)2
110
S00
I6.Y
160
115'
16.0"
I6.O'
V.Y
7.0^
43^
3.5•
).Y
4.0-
]!.Y
16.Y
133.r
6.0^
I6.Y
16P
lTY
Ifi.Y
12.0]
4.5.
J_D'
3.5•-
4.5.
2.Y
],0•
15.0.
)S^
6.0•
14.Y
lLY
II.Y
115•
9.5•
9.5"
3.Y
?.S'
2.5'
3.0-
2.0•
1.0^
7.5•
60
6A'
g
1/16• WOOD BUSHING WITH
1.23- MIN ENDED A 214.20
SS IMCXINE SCREW
•�
%14 SMS 614 WOOD SCRE
OR H 1-AOWFR9 TAPPER!
NN Y34'MIN THREAD
PEHETM�IOH
408
63
R
26.0-
14A"
IL5"
16 0°
H.S•
Ix.Y
9.5°
6.5°
6.5°
9.5°
6.0_
5.0'
16.0"
14.5'
II.Y
13.0°
9.-5
).5"
_B.S•
13.0`
10.0°
).S"
5.5"
0.0°
].S
5.0_
].5^
].0•.
13A'
65•
4.5'
).5"
5.5'
1.5•
>.5'
5.0"
l.5^
R-
3.5°
].0"
] 0^
3 p•
/
.
W.
].0"
110
�40.
6]
)A^
16.0°
16.0"
LO"
16A"
16.0"
10"
1].0"
9.5-
2.5•
A .00-
9.5^
4A"
16.Y
16d'
4.0"
16y0"
16_W
3.5 -
16.0'
]6_6"
2.0°
0.5°
6A"
/
0.0"
6 ar'
2.0".
16.0"
WSW
YS•
16y0°
ii"v
30^
]6.0"
li3v
r
5.0"
4.0"
SO".
'].5"
)
11.00-
ly9"
]l
16A"
IBIO".
B.0"
�"
i6y0"
16.0"
16y0"
Sys"
Sys"
120'
I3.5"
3.5"
3.5"
6.0"
ISO
L6.Y
16.0"
So
S
los.
IS&
B.S.
3.0"
3.0"
fi.0°
9.0"
'I-sk
].5"
1.5"
3.5"
4.5"
20D
9.0"
).5"
2.5"
3.5'
4.5"
9A"
7.5"
2.5"
WA'
A.S"
9.0'
7.5'
x.5"
2.5'
6Y
ANCHORSCHEDULE: WOOD G=0A2 _
3/4• HIM
EDOS DIUSLACE
`"S4"§•p
�DM-
SOMI
UOT019'-0"
rry
ANCHBR
EBAD
(
CONN
TYPE
CONN
TYPE
CONN
TYPE
i
Cl I a
I G I
cR I a
cl c2
a. G CS
cl a
n I u I a
1/4-LAG SCREW WON I-W4
dfi
16_0"
16.0'
9.0•
9.0"
16.0"
16.p"
16.0"
6.0•
5.5"
Ifi.O"
I6.0`
Ifi.O.
SIX
3.5.
10.0"
MIN THREAD 1`911 MTION
62
16.Y
16.0`
6.5'
6.5^
1&0'
16.Y
16.0.
45"
4.Y
1].5'
11.5•
10_5`
2.5•-
2.5•
i
p
)l
160•16Y
55•
-$.5.
16Y
16Y
160•
]5"
].5•
l00°
9.5
90
35•
3.0•
50•
c
Nam'-Al@DLS'
110.
15.0"
14 5
] 5'
i 0"
G O
9 0
B O"
3.0"
3.0•
SA'
).5
6 0
2.1P
�//
4.0'
200"]5'
60
2Y
�l�
IB
>Y
60"
3.0°
//
10°
].v^
6Y.
0.0•
/
'4
"
D
Eb SMS 14WOBDSCR6W
48
16A"
16.0"
9.5°
9.Y
16.Y
16.0"
Ifi.O"
fi.0"
5.5"
16.Y
ILY
11.5"
].5`
3.5^
),0°
63
I6V'
160
70
65-
160
140
I50"
45
40
9S
D.tl
]0
35"
2.5•
4.5'
S
OR /4-POWF0.5 TAPPER'
WITH 1-3 4• MG 1M0.G0
]2
1W_19S'100
I60'I60
55,
95
5,5
]0"
Ifitl
60
Il0
65
115'
55;
]5
]0
15
90
)0
95_
6.5
5.0
55
IS
30'
16^
W.V.Is,
/.
PENH"10N
RIHOM®
3pD
5.D"
4.5
3.0•
%�/
3.5
5.0
9 5'
3 0
///i
2 5"
5.0
I S
2.0"
2.5'
ANCHOR OTES.
N01p�15EE SHEET
10 FOft ANCHOR N
I
0,033' r
0.19fi'T -�
C5^ i
I ;
1 ,
m2.BTs' -4 0.189'
03,25a•
L �AGHT -N-VIEW WINDOW
^ N.T.S. SABIC PIASTTCS S"1431T•UL-"HD
j RELTANGULM
I WINDOW ASSEMBLY
rEDGE OF ACCORDION
1 SHUTTER BLRDES
BLADE W/ RECT. WINDOW
1j N.T.S. EMERIORELEV
ROUND WINDOW
ASSEMBLY
i) BLADE W/ ROUND WINDOW
19 N.T.S. }-2:230'—f E%TERIORELEV
l61'
020-
(En.)-T}IIh1A5'
.35S
SECTION A -A
/11 RECTANGULAR WINDOW
�y N.T.S. E%TERIOREIEV
OTHER
N,T.S.
1.500' i &. IIOIO (TO
RECEI E RELTANGUTAR
2,
NYLON fi
I
LEXAN WITH
__ EL : No PEUD
STATE OF