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ACCORDION SHUTTER
WITH ALUMINUM OR POLYCARBONATE BLADES
�vvvuin urvurui ou
TOP MOUNT 'MOUNTING
AS REQ'D SECTIONS
BOTTOM MOUNT ACCORDION BLADES MAY BE
AS REQ'D L ALUMINUM, POLYCARBONATE,
OF BOTH
TYPICAL ELEVATION ELEVATION
1 N.T.S. EXTERIOR EL9
HORIZ `
SEC
ALLOWABLE SPAN SCHEDULE
BOTTOM MOUNT ACCORDION BLADES MAY BE
AS REQ'D L ALUMINUM, POLYCARBONATE,
OF BOTH
TYPICAL ELEVATION ELEVATION
1 N.T.S. EXTERIOR EL9
HORIZ `
SEC
ALLOWABLE SPAN SCHEDULE
MAXIMUM ALLOWABLE DESIGN PRESSURES
SLAT SPAN
STANDARD BLADES ONLY
LIGHTWEIGHT BLADES OR
LIGHTWEIGHTAVINDOW
BLADE COMBINATIONt
WINDOW BLADES OR
STANDARD/
WINDOW BLADE
COMBINATIONt
SHUTTER WITH STANDARD
BLADES AND ONE SINGLE
WINDOW BLADE'
72"
+152.5 PSF
-152.5 PSF
+75.0 PSF
-75.0 PSF
+93.6 PSF
-93.6 PSF
+93.6 PSF
-93.6 PSF
9V
+117.8 PSF
-117.8 PSF
+76.0 PSF
-75.0 PSF
+93.6 PSF
-93A PSF
PSF
+93.6 F
-"I PSF
108"
+100.5PSF
-100.5 PSF
+75.0 PSF
-75.0 PSF
+93.6 PSF
-93.6 PSF
+93.8 PS
-93. 1PSF
126"
+61.2 PSF
-76.2PSF
+42.4 PSF
-62.4 PSF
14
+42.4 PSF_
+42.4 PSF
-82.4 PSF_
162"
+25.5 PSF
_-62.
-41.8 PSF
+25.5 PSF
-41.8 PSF
FILE COPY
SPAN SCHEDULE NOTES:
1. PRESSURES SHOWN IN "ALLOWABLE SPAN SCHEDULE" ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE
SHUTTER SPAN.
2. t APPLICABLE FOR INSTALLATIONS UTILIZING ALTERNATING BLADE PAIRS/ WINDOW BLADE PAIRS (ie ONE PAIR OF ALUMINUM
BLADES WITH A PAIR OF WINDOW BLADES TO THE LEFT AND A PAIR OF WIND BLADES TO THE RIGHtI.
3. * ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT, AND THE REMAIN ER STANDARD BLADES.
MINIMUM GLASS SEPARATION
LIGHTWEIGHT BLADES OR
WINDOW BLADES OR STANDARD/
SHUTTER WITH STANDARD BLADES AND
STANDARD BLADES ONLY
LIGHTWEIGHTAVINDOW BLADE
WINDOW BLADE COMBINATIONt
ONE SINGLE WINDOW BLADE'
COMBINATIONt
SPAN LESS
THAN:
INSTALLATIONS 30'
INSTALLATIONS
INSTALLATIONS 30'
INSTALLATIONS
INSTALLATIONS 30' INSTALLATIONS
INSTALLATIONS 30' INSTALLATIONS
ABOVE GRADE OR
MORE THAN 30'
ABOVE GRADE OR
MORE THAN 30'
ABOVE GRADE OR MORE THAN 30'
ABOVE GRADE OR MORE THAN 30'
LESS
ABOVE GRADE
LESS
ABOVE GRADE
LESS ABOVE GRADE
LESS ABOVE GRADE
72"
1.88"
88"
1"218"
2.6W
2.50"
2.63"
2.83"
2.63"
4.50" &00"
90"
2.13"
2.60"
2.50"
1 2.63"
4.50"
4.50"
3.00"108"
2.88"
2.50"
2.63"
2.63"
3.00"
16.."--
4.59'
1 3.00"
144"
4.50'
3.00"
4.50"
3.00"
162"
4.50"
3.00"
GLASS SEPARATION SCHEDULE NOTES:
1. SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON
THE INTERIOR SIDE OF THE SHUTTER, WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING DEVICE.
2. t APPLICABLE FOR INSTALLATIONS UTILIZING ALTERNATING BLADE PAIRS/ WINDOW BLADE PAIRS (le ONE PAIR OF ALUMINUM
BLADES WITH A PAIR OF WINDOW BLADES TO THE LEFT AND A PAIR OF WIND BLADES TO THE RIGHT
3. * ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT, AND THE REMAIN ER STANDARD BLADES.
4. GLASS SEPARATION IS REQUIRED ONLY WITHIN THE HVHZ, ASTM WIND ZONE 4, OR ESSENTIAL FACILITIES.
GENERAL NOTES
1. THE SYSTEM DESCRIBED
FOR USE WITHIN AND OUTSIDEIN HAS BEEN DESIGNED AND TESTED IN THE HIGH VELOCITY HURRICANE ZONE ACCORDANCE
PER TAS 201 / 202 /T203 AND ASTM BUILDING
330 UT1886 /F E 1996 ITION (2014),
2 NO 33U5ED FOR WOOD ANCHOR ABLE TRESS HAS BEEN USED IN THE' DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS
3 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE ACCORDANCE WITH THE GOVERNING CODE. I PRESSURE E REQUIREMENTSAS DETERMINED IN ACCORDANCE WITH TH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE
ASCE7-10 ENGINEERING AND CHAPTER 1609 OF
THE FLORIDA BUILDING CODE FIFTH EDITION g014) SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE
CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
5. ALL POLYCARBONATE PANELS SHALL BE. EXTRUDED WITH THICKNESS t=0.090" AND SHALL BE FABRICATED FROM 100% SABIC INNOVATIVE
WWI m WwZ
p¢
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M p
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o w ? z
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6 THE SYSTEM DETAILED HEREIN IS FROM THE CONDITIONS DETAILED HEREINCAALI LICENSED DN ENGINEER OR OT PROVIDE I REGISTERED ARCHITECT SHALL ON FOR A SPECIFIC IPREPARE SITTE. FOR E SPECIFIC ODOCUMENTSNFOR
USE IN CONJUNCTION WITH THIS DOCUMENT. R
7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS)
SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE.
9. EACEXTRUSIONS
SHRUTfEER ASSEMBLY SHALL BE PERMANENTLY LAAMLED WITH THE FOLLOWING MINIMUM INFORMATION: 14-S9fi'4
MISSILELEVELD - ASTM E330, E1886, E1996
FBC APPROVED
THIS IS THE MINIMUM LABEL INFORMATION ACTUAL PRODUCT LABELS SHALL COMPLY WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING
CODE, INCLUDING THE PROVISIONS FOR TFIE HIGH VELOCITY HURRICANE ZONE (HVHZ).
10. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS ICTAI E. n
11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF [ILJII
60 KSI. ALL 3/16"0 OR 1/4"0 POP RIVETS SHALL BE 5056-H32 ALUMINUM ALLOY OR STRONGER.
12, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED.
13. WALL HEADERS #10, 13, 38 AND 39 AS SHOWN HEREIN MAY BE MOUNTED ON THE INTERIOR OR EXTERIOR OF AN OPENING. _
C
N
O
4"
kOO.290" 0.052" 0.234
00.572" 00.290" TYR
1 TANDARD BLADE
N.T. 6063-
�4"
o.05z" 00.57-2"
00572'
CLEAR POLYCARBONATE. CONNECTION
TO ALUM KNUCKLES REINFORCED W/
FULLER RF CURABLE POLYURETHANE
GLUE (TYP.)
0.365" 0.365"
ALUMINUM KNUCKLES
2 WINDOW BLADE
N.T.S. 6063-T6/POLYCARBONATE
1.500" -}
0.05
(OPTIONAL HANDLE 0.066'r
0.065"
0.036" v
0.065"
0.070"
In
0.073" m m
0.100"
m
0.073"
0.073" m
0.073"
_
0.065"
I
HERMAPHROD
LATER T:
MALE
CENTERMATE
FEMALE CENTERMATE
3
N.T.S. 6063-1
N.T.S.
6
T.S. fr
6
BLADE ADAPTER
$ FLAT STARTER BLADE
N.T.S. 6063-T6 N.T.S. 6063-T6
r
N 0,058'r
M
r�i 0.100'r
0.076"
-+- o
1" 0.062" RAT
0.052'r N OPTIONAL IN
�I GUARD LEG
1-
1 1/2"
6 ADJUSTABLE
WALE_ HEADER 11 SILL TRACK BOTTOM
N.T.S. 6063-T6 N.T.S. 6063-T6
�113/16"
0.074"
OPTIONAL RAIN
n GUARD LEG
f- 5/8rr
9 CEILING HEADER
N.T.S. 6063-T6
3 13/16"
j 0.125"
0.058" v
0 0. 120"
� rt
'o N 2r 0.062" M
M * 0.049"
ran
1 1 1/2"
LT. ADJUSTABLE
SILL TRACK BOTTOM_
N.T.S. 6063-T
1/2"-
0.058"
r 0.076" 0.062"
iv
M
M0.076" 0.047" 0.062" 0.062"
N N 1
m 0. 100" 0.062"
`. �---3 % 6r'A-�
�17/8rr 9/16'
HIGH IMPACT
C WALL SILL TRACK i LKOVER TRACK -] CENTERMATE
1 5 N.T.S. 606 - 1 N.T.S. 606 - G N.T.S. 6063-T6
T In� 1 11 11333//116"-�(�I
1/2' 0
31 CEILING SIDE MOUNT
N.T.S. 6063-T6
2 3/8"
/2
•7 HEADER SIDE MOUNT
3G N.T.S. 6063-T6
5/8rr i
BUILD -OUT
) WALL HEADER
1 J N.T.S.
3 1/8"
0.125'
0.065"
0.074" 0.062"
ALT. CEILING HEADER
37 N.T.S. 6063-T6
�1 11/16°
1/2"
OPTIONAL m
RAIN GUARD 0.055" 15/32"
LEG
P 19/32"
ADJUSTABLE
,_. 14 SILL TRACK TOP
N
0.100" M
0.076"
N lrr
0.062"
No.
BULL I11
a
Ym�W0
4 in 1p
W
M �
U) 3
0W-
,0°
a
o+
W N
(D s
O W Q
= 00 L a
W °(Doga
F g z a �)
Z
j N V O a 0
O K w 0 N a
aUZo °fo
�a
T6 I I zQz G
GO
a� 3�
0.052"
�� 5/8.r
HIGH IMPACT 213/16"
30 CENTERMATE INSERT 38 ALT. WALL HEADER
N.T.S. 6063-T6 N.T.S. 6063-T6
3 13/16"
0.125" -
N
0.120"
3 13/16" } M 0.062"
0.049"
0.125"
BUILD -OUT
HEADER SIDE MOUNT
33 N.T.S. 6063-T6
ALT. BUILD -OUT
WALL HEADER
N.T. 6063-T6
14-1964
12
4"
0
0.068"
Lul
RECESSED TRACK
N.T.S. 6063-T5
0.200" 0.200" " 0.200
O
#10 410 S.S. SCREWS ° 0\
1.965" WITH 1/4" HEX DRIVE {--}0.332" a\qe\_
<`
40.927"0
0.1153" _ " 10033"
I I f-J0.332"
Sz
13/16' 00.080" 0.153" 20OKE080..
0.945" DA 0.180" SZ
01 »�iI°ye/
0.435"
1.3401 1/4" o
°av
.o�
-j
PUSH-BUTTON LOCK WHEEL CARRIAGE KNUCKLE SCREWS WASHER
1 N.T.S. 6063-T5N.T�S. 6063-T5 1 N.T.S. NYLON/STAINLESS STEEL 2 O N.T.S. STAINLESS STEEL 2 1 N.T.S. STAINLESS STEEL
15/32" 5/32" 1/2"1/8„ {} 15/32"
j _F I: j I s/sz°
jd
--- 1/4 = in
NYLON BUSHINGS
GL N.T.S. NYLON
T
0.480""
0.089"
0.137" 0.254"
01.010"
p0.456"
00,630"
LEFT LOCKING
25 ARM BUSHING
N.T.S. NYLON
125"
5"
2"x5x0.125" ANGL
N.T.S. 606;
�-1'
0.712" ll--ll
1
T
v,
0.700. 0
LOCK ASSEMBLY
2 3 N.T.S. ZINC ALLOY/STAINLESS STEEL
0,600"{ �
0.232" f- ol.olo"
00.456"
1111 w 00.630"
0.137" {-0.232"
RIGHT LOCKING
G ARM BUSHING
2 6 N.T.S. NYLON
f0.375"
O
1
0.115"7
CLEVIS AND PIN
28 N.T.S. CADMIUM PLATED STEEL
1.365"
u
0. 116" -
O
N
0.334"
SQ.
24 LOCKING ARM
N.T.S. 410 STAINLESS STEEL
125"
i 2" i
35 2'x2"x0.125" ANGLE
N.T.S. 6063-T6
G
2"x3"x0.125" ANglL
N.T.S. 6063-T6
OPTIONAL
ROD SLOT 0.066"
n 0.070"
0.100"
4"
ALT. HERMAPHRODITIC
- CENTERMATE
N.T.S. 6063-T6
}---2.591"
I
O
I
b
LATCH
O
Lo
OPTIONAL
FACE PLATE
r0.990"�
1,648"
1
m
0
T
594"
34 HOOK BOLT DEAD LOCK
N.T.S. ALUMINUM
p'I' i.-
'Y` x
>ULLW
Q 0 a
L toW O
0
N A �: U
LU
NLL 3
o uJ
w 10Oa
q�
14-1964
E: - -I
DESCRIPTION:
I u cs
3.005"
a
0.064" TYP.
4.633"�
ALT. ADJUSTABLE
41 SILL TRACK BOTTOM
N.T.S. 6063-T6
0,605"1--i
0 0.068"
0.06z" 0.047"
1.034"--1.825"0.807"
3.665"
43 ALT. WALKOVER TRACK
N.T.S' 6063-T6
EXISTING
FASTEN STARTER
CHANNELTO
TRACKS W/ (2)
#lOxlSCREWS
EACC H CORNER
WALL MOUNT
CONDITION
) 3.200" i
064"
U.O.N.
aim
ALT. ADJUSTABLE
SILL TRACK TOP
42 N.T.S. 6063-T6
4"
00.290. 0.046"
00.572"
44 LIGHTWEIGHT BLADE
N.T.S. 6063-T6
1/4" ITW TAPCON W/ 1-3/4"
MIN. EMBEDMENT AND 1"
MIN, EDGE DISTANCE TO
3192 PSI MIN. CONCRETE,
SPACED 4" O.C. MAX.
2"0"x0.125" 6063-T6
ALUMINUM ANGLE
/ 1
EXL
/-^ N CONCRETE
NOTE: MAXIMUM ALLOWABLE SPANS AND
DESIGN PRESSURES FOR THIS MOUNTING
CONDITION PER TABLE BELOW,
\ `ACCORDION SHUTTERa
SYSTEM PER PRODUCE
APPROVALZTAT
rrnn
9
10 1 3
Est
>VLL W i
w � `
!V T
1/2" MAX
d
LD1b W 02
f#14
410 316 SS SHEET METAL
W
Y O p
.-� w 3 o zD
..
SCREWS OR 1/4"x3/4" 316 SS
3�. v 3
MACHINE BOLTS AND NUTS (WITH
!!� K :n
z
5/8" MIN WASHERS) SPACED AT 8"
Owe
1 1/2"
O.C. MAX.
N p
ALLOWABLE DESIGN
a
PSI
PRESSURES FOR DETAIL 1/4:
SPAN:
MAX DESIGN PRESSURE:
72,E
+80.3 psf/-80.3 psf
90"
108"
-_ �- +64.2 psf / -64.2 psf
- +53.5 psf / -53.5 psf
126"
+45.9 psf / -45.9 psf
144 -
- 46.1 psf / -40.1 psf
1 BUILD-UP WALL MOUNT
4 N.T.S. VERT SECTION
MIN. SEPARATION FROM
GLAZING* PER GLASS
SEPARATION SCHEDULE INTERIOR
1/4" MAX. (REF. SHT 1)
EXISTING,,
,,
ANY ANCHOR FROM
EXISTING
ANCHOR SCHEDULE @
GLAZING
18" O.C.
USE APPROPRIATE STARTER
"
CHANNEL TO PROVIDE SIDE
BUILDOUTONDITIONS
O CCLOSURE ONDITIONS
BLADES
TRAP MOUNT
CONDITION
0
0 O
O
Z 0zr-
M N
J
W z o
g Z v
j
a V
U o s w
a z
�a3LL
qlh
a
W N
co
om
LL
j
¢ O
j � ¢
= UUU
Z J =
o$'o
00
uu 2:
¢"
x ¢
m
30
0
LL
EXTERIOR L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE
CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HI
IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR
BUTTON LOCK,
L5/16
THREADED THERMAPHRODITIC
s'
CENTERMATES WITH PUSH-BUTTON LOCK
PLA EAD
14-1964
HORIZONTAL SECTION
8TURNLOCK
SCALE:
2 W/ FLOATING STACK
*NOTE: SEPARATION FROM GLAZING SHALL BE MEASURED
PAGE DESCRIPTION
4, N.T.S. HORIZ SECTION
FROM THE PROTECTED FENESTRATION PRODUCT TO THE
NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER,
-
WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING
DEVICE.
12
EXISTING
MIN. SEPARATION FROM
`A•
•,����i�
STRUCTURE
GLAZING* PER GLASS
`
- SEPARATION SCHEDULE
INTERIOR
EXISTING
1/4" MAX. (REF. SHT 1)
STRUCTURE
ANY ANCHOR FROM
%
,
FASTEN STARTER EXISTINGATE
ANCHOR SCHEDULE @
�p ••
•;
N :n • R
CHANNEL TO GLAZING
TRACKS W/ (2)
18" O.C.
�'.
��i Di(�'•,
0 . v o
�k
—
#I0Xly SCREWS USE APPROPRIATE STARTER
EACH CORNER
py
-�,"'
CHANNEL TO PROVIDE SIDE>o
m
CLOSURE FOR BUILDOUT
0j
00-
W 9
WALL MOUNT CONDITIONS
8
>U'.°�."
a
CONDITION
4 5 1 4
UI Q¢ w Z a c
313 3
TRAP MOUNT
to s
z X N o w p a
CONDITION
W w ., a 3 z
ALUMINUM
BLADES
uJ
28
o e
ti LU LL
a
EXTERIOR 6 1/2" MAX.
U
HORIZONTAL SECTION
1 W/ ALUMINUM BLADES
L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE
wON
CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH
0
m
5 N.T.S. HORIZ SECTION
IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR
o
HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK)
N
O N
<
>
= o M a
CC o °s
U p vi :L
*NOTE: SEPARATION FROM GLAZING SHALL BE MEASURED
LLJ Z i oa
=
UCT TO THE~
PROTECTED ISIDE
FROM EPOINT DTHE
a o
z J
OFON
NEAREST ON THE INTERIOR SHUTTER,
F—na
o
WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING
0ho
(J o
DEVICE.
Q u F z 0
d Z
O w
F p
x
a 3 n
O
¢ r
EXISTING MIN. SEPARATION FROM
STRUCTURE
GLAZING* PER GLASS
C
- SEPARATION SCHEDULE
INTERIOR
EXISTING
? p
1/4" MAX. (REF. SHT 1)
STRUCTURE
1
FASTEN STARTER EXISTING
ANY ANCHOR FROM
ANCHOR SCHEDULE @
I
CHANNELTO GLAZING
18" O.C.
�
3
�
TRACKS W/ (2)
#lOSCREWS USE APPROPRIATE STARTER
o
EACHACH CORNER CHANNEL TO PROVIDE SIDE
— CLOSURE FOR BUILDOUT
m
WALL MOUNT CONDITIONS
8
D
p
ad
CONDITION 4 5 21
313 33
TRAP MOUNT
1 I2
0 '
CONDITION
WINDOW
$
BLADES
EXTERIOR 6 1/2" MAX.
14-1964
HORIZONTAL SECTION
SALE:
PAGE DESCRIPTION:
z W WINDOW BLADES
L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE
CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH
5 N.T.S. HORIZ SECTION
IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR
HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK)
g
9
EXISTING MIN. SEPARATION FROM
RUCTURE GLAZING* PER GLASS
(REF.�SCHEDULE
SHT 1)
ANY ANCHOR FROM
ANCHOR SCHEDULE
\ @1."O.C.
i"x X . 55", 1"x2x0.055",
1"x2.5"x0.055, 1"x4"0.055"
2"x3"x0.055", 2"x4"4.055"
OR 2"x5"0.125" 6063-T5
ALUMINUM ANGLE
ALTERNATE
WALL MOUNT
CONDITION
ALT. LEG EXISTING
DIRECTION GLAZING
#IOxY2" GALV OR S.S. SMS,
3/16" ALUM POP RIVETS, OR
'/4"-20 THRUBOLTS @ 12" O.C.
HORIZONTAL SECTION
W/ COMBINATION BLADES
6 N.T.S. HORIZ SECTION
PUSH-BUTTON LOCK,
5/16" THREADED BOLT
WITH PLASTIC HEAD
OR THUMB TURN LOCK
ALT. HERMAPHRODITIC
2 CENTERMATE
N.T.S. HORIZ SECTION
ALT. HIGH IMPACT
3 CENTERMATE
N.T.S. HORIZ SECTION
*NOTE: SEPARATION FROM GLAZING SHALL BE MEASURED
FROM THE PROTECTED FENESTRATION PRODUCT TO THE
INTERIOR NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER,
WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING DEVICE.
EXTERIOR
NOTE: LOCKS MAY BE MOUNTED ON
INTERIOR OR EXTERIOR SIDE OF SHUTTER.
_ MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
#10x2" OR 3" 410 S.S.
SCREW W/NYLON
BUSHING AND WASHER
COMBINATION OF ALUMINUM AND
WINDOW BLADES. ALUMINUM AND
WINDOW BLADES MAY BE ALTERNATED,
OR INSTALLED ADJACENT TO SIMILAR
BLADES IN ANY COMBINATION
L-HANDLE LOCK ASSEMBLY WITH
MALE/FEMALE CENTERMATES SHOWN
(MAY BE SUBSTITUTED WITH HIGH
IMPACT CENTERMATES WITH HOOK LOCK
ASSEMBLY OR HERMAPHRODITIC
CENTERMATES WITH PUSH-BUTTON LOCK)
ALUMINUM OR
WINDOW BLADES
#10x2" 410 S.S.
SCREW W/ WASHER
(TOP AND BOTTOM)
EXISTING PASS THRU
WINDOW SILL (WOOD,
GRANITE, MARBLE, ETC.)
T—'-7Z7r-1/4-20
"' EXISTING 2"x1"xY," MIN 6063-T6
z GHOSTALUMINUM SPACER TUBE
o F /STRUCTURE
w n
o / 6 MIN
T6 ALUM ANGLE
OR CONN. TYPE C6
EMBED. BOLTS ONLY. SEE
ULE FOR SPACING
ONN. TYPE Cl
REF. ANCHOR SCHEDULE
PASS TH RU
4 WINDOW DETAIL
6 N.T.S. VERT SECTION
ANY ANCHOR FROM
ANCHOR SCHEDULE @
18" O.C.
6 1/2" MAX.
(2) ANCHORS PER ANGLE (USE ANY
ANCHOR FROM ANCHOR SCHED)
#12x'/z" GALV OR S.S. SMS,
3/16" ALUM POP RIVETS, OR
'/4"-20 THRUBOLTS @ 12" O.C.
TRAP MOUNT
CONDITION
(3) #12x1/2" SMS OR 3/16"
ALUM POP RIVETS EACH
ANGLE TO TUBE
(2) 2"x2"x0.125"
6063-T6 ALUMINUM
ANGLES AT TOP AND
BOTTOM OF EACH TUBE
2"x2"x0.125" 6063-T6
ALUMINUM TUBE AT CORNER
STANDARD
s CORNER CLOSURE
6 N.T.S. HORIZ SECTION
(2) ANCHORS PER ANGLE (USE ANY
ANCHOR FROM ANCHOR SCHED)
#12xY2" GALV OR S.S. SMS,
3/16" ALUM POP RIVETS, OR
S'4"-20 THRUBOLTS @ 12" O.C.
(3) #12x1/2" SMS OR 3/16"
ALUM POP RIVETS EACH
ANGLE TO TUBE
(2) 2"x2"x0.125"
6063-T6 ALUMINUM
ANGLES AT TOP AND
BOTTOM OF EACH TUBE
2"x2"4.125" 6063-T6
ALUMINUM TUBE AT CORNER
ALTERNATE
6 CORNER CLOSURE
6 N.T.S. HORIZ SECTION
I� Q u LL
Q
w
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w
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.-1 Ci
a=-i ti
0
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0
n JQ
zo�N Q�Ze
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Lu z L99 o x6Q
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Q OV K K a
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14-1964
1z
LL
ANCHOR CONN. TYPE C2
REF. ANCHORSCHEDULE
j
MBED. 1/2" MAX
10 38
WHEEL CARRIAGE
ASSEMBLY AT EVERY
OTHER KNUCKLE
w 0
#10x2" 410 S.S.
SCREW W/ WASHER
AND BOTTOM)
#10x2" OR 3" 410 Vj
S.S. SCREW W/ 1/4" MAX
NYLON BUSHING
AND WASHER
_ MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
#10x2" OR 3" 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER
i
_ MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
#lOx2" OR 3" 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER —
EXISTING CONCRETE
HOST STRUCTURE
(3KSI MINIMUM)
ANCHOR CONN. TYPE CS
REF. ANCHOR SCHEDULE
WHEEL CARRIAGE
ASSEMBLY AT EVERY
OTHER KNUCKLE
#10x2" OR 3" 410
S,S. SCREW W/
NYLON BUSHING
AND WASHER
ALUMINUM OR MIN GLASS SEPARATION
WINDOW BLADES —PER SCHEDULE (SHEET 1)
#10x2" OR 3" 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER
�I=
� W
.0=
v�i a
F
ANCHOR CONN. TYPE C4
REF. ANCHOR SCHEDULE �I~ EQ, EQ.
�NCHOR SCHEDULE \
WALL HEADER
WALL SILL TRACK
N.T.S. VERT
ALUMINUM OR
WINDOW BLADES
#lOx2" 410 S.S.
SCREW W/ WASHER
(TOP AND BOTTOM)
V/.V4
CHOR PER ANCHOR
1EDULE SPACED AT
O.C. MAX
MIN. TO\\
�NCRETE --}
EDGE
4 RECESSED FLOOR TRACK
7 N.T.S. VERT SECTION
CUVC
DIST.�
\\\
1" MAX.
9 3 #10x2" 410 S.S. W
SCREW W/ WASHER o
P (TOP AND BOTTOM)
1/4" MAX #10x2" OR 3" 410
S.S. SCREW W/ 1/4" MAX
1 2 44 NYLON BUSHING
AND WASHER
ALUMINUM OR
WINDOW BLADES _ MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
#10x2" OR 3" 410 S.S.
SCREW W/ NYLON
#10xl/2" SELF -DRILLING BUSHING AND WASHER
SCREWS @12" O.C. MAX,
STAGGERED FRONT AND BACK.
/4" MAX
r,1/4'
CEILING HEADER
z ADJUSTABLE SILL TR
7 T.S. VERT
i
_ MIN GLASS SEPARATION _
PER SCHEDULE (SHEET 1)
#10x2" OR 3" 410
S.S. SCREW W/
NYLON BUSHING
AND WASHER
}I" MIN. + 1" MIN.-{
ANCHOR CONN. TYPE CS
REF. ANCHOR SCHEDULE
ANCHOR CONN. TYPE C3
REF. ANCHOR SCHEDULE
UM OR
V BLADES
MAX
#10x2" 410 S.S. �,
SCREW W/ WASHER
(TOP AND BOTTOM)
ANCHOR CONN. TYPE C6
REF. ANCHOR SCHEDULE
51.xYs" or 5"xY4" 6063-T6
ALUMINUM PLATE
EXISTING CONCRETE /
HOST STRUCTURE
(3KSI MINIMUM) 5"xl/4" OR 5"X1/8" PLATE TO
�51 EXISTING HOST STRUCTURE
7 / N.T.S. VERT SECTION
HEEL CARRIAGE 1'
ASSEMBLY AT EVEIS °
OTHER KNUCKLE 1
ww
#10x2" 410 SA—,
SCREW W/ WASR' rtg.,
(TOP AND BOTTOM ,. t
ALUMINUM OR
WINDOW BLADES
SEDGE DIST.{
B.O. WALL HEADER
3 WALKOVER TRACK
7 1 N.T.S. RT SECTION
#10x2" OR 3" 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER
#10xl/2" SELF -DRILLING
SCREWS @12" O.C. MAX,
STAGGERED FRONT AND BACK.
ALUMINUM OR
WINDOW BLADES
I
ANCHOR CONN. TYPE C4
REF. ANCHOR SCHEDULE
ALT. ADJUSTABLE SILL TRACK
THRU-FLANGE INSTALLATION
N.T.S.
VERT SECI IUN
�ti.0 .m
Z ) m
W U LL Lu F a
QR Ua
tm$ W o0
Y b K
N°3�z
WM3 m
�l U
3
Q Lu Y
ID W ..
a
14-1964
ANCHOR CONN. TYPE Cl
PER ANCHOR SCHEDULE
1" MAX.
w F VLWLHE=EL=CARRIAGE
ASSEMBLY AT EVERY
OTHER KNUCKLE
#10x2" OR 3" 410
S.S. SCREW W/
NYLON BUSHING
AND WASHER
_ MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
#10x2" OR 3" 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER
6063-T6 ALUMINUM ANGLE,
2"x2"xO.125" MINIMUM,
2"x5"x0.125" MAXIMUM.
EXISTING WOOD RAFTERS
(G=0.55 MIN,) SPACED
AT 24" O.C. MAX.
(4) 5/16" LAG SCREWS W/ 2" MIN.
THREAD PENETRATION AND 3/4" MIN.
EDGE DISTANCE PER RAFTER
EMBED. 1-114" TYP.
7 ai #10x2" 410 S.S. -
SCREW W/ WASHER �\
(TOP AND BOTTOM)
5/8" TYP.
- ----=n 4" OR 5"XY8" 6063-T6 ALUMINUM
1/4" MAX PLATE OR 2"X5"XY," OR 2"XS"X�/e'
6063-T6 ALUMINUM ANGLE, 6" MAX 9
OVERHANG BEYOND RAFTER U
1 2 4 #14 410 SS SHEET 1/4" MAX
ALUMINUM OR METAL SCREWS SPACED
WINDOW BLADES AT 11" O.C. MAX.
EXISTING WOOD STUDS
(G=0.55 MIN.) SPACED
AT 24" O.C. MAX.
_ 2-1/4" MIN,
END DISTANCE
WHEEL CARRIAGE
ASSEMBLY AT EVERY
OTHER KNUCKLE
`#IOx2" 410 S.S.
SCREW W/ WASHER
(TOP AND BOTTOM)
ro
M
#10x2" OR 3" 410 ALUMINUM OR
S.S. SCREW W/ WINDOW BLADES 2-1/4" MIN.
NYLON BUSHING END DISTANCE
AND WASHER
MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
MAX NOTE: MAXIMUM ALLOWABLE SPANS AND
DESIGN PRESSURES FOR THIS MOUNTING
lq CONDITION PER TABLE BELOW.
`a x ALLOWABLE DESIGN PRESSURES ALLOWABLE DESIGN PRESSURES
f FOR DETAIL 2/8 WITH 1/,` FOR DETAIL 2/8 WITH i/8'
ALUMINUM PLATE/ANGLE: ALUMINUM PLATE/ANGLE:
< `EMBED, \ � � \'
_
ANCHOR CONN. TYPE C4 #lOxl/2" SELF -DRILLING
REF. ANCHOR SCHEDULE SCREWS @12" O.C. MAX,
STAGGERED FRONTAND BACK.
2"x5" ANGLE W/ CEILING HEADER
ALT. ADJUSTABLE SILL TRACK
N.T.S. VERT SECTION
#10x2" OR 3" 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER
T-
�w
tiQ
N �
EMBED.
#10xl/2" SELF -DRILLING
SCREWS @12" O.C, MAX,
STAGGERED FRONT AND BACK.
EQ: { EQ.
SPAN:
MAX DESIGN PRESSURE:
72"
+124.8 psf / -124.8 psf
90"
+99.8 psf / -99.8 psf
108"
+83.2 psf / -83.2 psf
126"
+61.2 psf / -71.3 psf
144"
+42.4 psf / -62.4 psf
SPAN:
MAX DESIGN PRESSURE:
72°
g0"
+71.7 psf / -71.7 psf
+57.3 psf / -57.3 psf
108"
+47.8 psf / 47.8 psf
126"
+40.9 psf / 40.9 psf
144"
+35.Bpsf/-35.8 psf
f
5"x1/4" OR 5"X1/8" PLATE
TO EXISTING RAFTERS
N.T.S. VERT SECTION
ANY TRACK
SHOWN HEREIN.
° °
0
NCHORS AND MAXIMUM SPACING
PER ANCHOR SCHEDULE. ANCHORS
SHALL BE SPACED AT A MINIMUM OF
(3) 5/16" LAG SCREWS W/ 2" MIN.
THREAD PENETRATION AND 3/4" MIN.
EDGE DISTANCE PER STUD
1"x4"xO.125" 6063-T6
ALUMINUM TUBE
#14 410 SS SHEET
METAL SCREWS SPACED
AT 3" O.C. MAX.
10x2" OR 3" 410
S.S. SCREW W/
NYLON BUSHING
AND WASHER
_ MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
#10x2" OR 3" 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER-
2-1/4" MIN.
END DISTANCE
EXISTING WOOD STUDS
(G=0.55 MIN.) SPACED
AT 24" O.C. MAX.
ANY TRACK SHOWN 3" O.C.
HEREIN, SEGMENTED TO
ACCOMODATE CURVE. TRACK SEGMENT JUNCTIONS
MAY BE TACK WELDED AT
THE CENTER OF THE TRACK.
0
ANCHORS AND MAXIMUM SPACING
)NN. TYPE C4 PER ANCHOR SCHEDULE, WITH A
R SCHEDULE MINIMUM OF (2) ANCHORS PER
TRACK SEGMENT. ANCHORS SHALL
BE SPACED AT A MINIMUM OF 3" O.C.
ALT. ADJUSTABLE SILL TRACK
THRU-FLANGE INSTALLATION
N.T.S.
OPTIONAL CURVED TRACK
W/ & W/O SEGMENTED SECTIONS
VERT SECTION \ A / N.T.S.
PLAN VIEW
MAX WHEEL CARRIAGE
ASSEMBLY AT EVERY
OTHER KNUCKLE
#10x2" 410 S.S.
1038 SCREW W/ WASHER
- --� (TOP AND BOTTOM)
1/4" MAX
IuG�I
1/2" MAX
\ #14 410 SS SHEET
ry \`METAL SCREWS SPACED
AT 3" O.C. MAX.
�\ 1"x4"xO.125" 6063-T6
`ALUMINUM TUBE
(3) 5/16" LAG SCREWS W/ 2" MIN.
THREAD PENETRATION AND 3/4" MIN,
EDGE DISTANCE PER STUD
NOTE: MAXIMUM ALLOWABLE SPANS AND
DESIGN PRESSURES FOR THIS MOUNTING
CONDITION PER TABLE BELOW.
ALLOWABLE DESIGN
PRESSURES FOR DETAIL 3/8:
SPAN:
MAX DESIGN PRESSURE:
72"
+111.5 psf / -111.5 psf
W.
+89.2 psf / -89.2 psf
108"
+74.3 psf / -74.3 PSI
126"
+61.2 psf / -83.7 psf
144"
+42.4 psf / -55.7 psf
111x4"x0.125" TUBE TO
r3-NN EXISTING WALL STUDS
N.T.S. VERT SECTION
ALUMINUM OR
WINDOW BLADES
N,m a S
U LIT
BULL W �n
Qto I9a
L 6]§ W °
� -1A
u)
oW
Lu
moo.1
a
im -
W N
Q9
4
O
J O
fo
J
o f
W Z O
U
wz(Do
Z�
G
J
S a o
J N v
Z �
O a 0
0o w
a v w Z
oaa
O w
d
Q z w
F
I I
zzQ
GO
30
a
14-1964
-MAX SUPPORT BEAM SPAN PER APPROPRIATE SCHEDULE -i
OPTIONAL TOP
SUPPORT BEAM
)PTIONAL INTERMEDIATE
;UPPORT BEAM
OPTIONAL BOTTOM
SUPPORT BEAM
1 ELEVATION WITH STORM BARS
9 N.T.S. EXTERIOR ELEV
BEAM DESIGN SCHEDULE
BEAM SIZE
SHUTTER SPAN
BEAM SPAN
ALLOWABLE DESIGN PRESSURE
TOP BEAM
BOTTOM
BEAM
INTERMEDIATE
BEAM
2"x5"x0.125"
5'4"
V-5"
74.0 PSF
74.0 PSF
37.0 PSF
8'-0..
8'-1"
73.0 PSF
73.0 PSF
36.0 PSF
10'-0"
T-6"
73.0 PSF
73.0 PSF
36.0 PSF
2"x8"x0.072"/0.224"
5'-0"
14'-0"
68.4 PSF
81.0 PSF
34.2 PSF
8.4.
11'4'
81.8 PSF
83.1 PSF
30.9 PSF
10'-01,
1 10'-4"
61A PSF
82.3 PSF
30.5 PSF
2"x9"x0.07Z'/0.224'
15'-5"
59.4 PSF
6PS
P
29P
12'-5"
56.3 PSF
0.
4
28 2PSF
10'4"1
11'-2"
55.5 PSF
79.8 PSF
27.7 PSF
(3)
eall,
ALI
MIN EDGE DISTANCE TO
3KSI MINIMUM
CONCRETE
OR 1/4" ELCO
CRETEFLEX ANCHORS
WITH 1-3/4" MIN
EMBED, 3" SPACING,
AND 2-1/2" MIN EDGE
DISTANCE TO 335OPSI
MINIMUM CONCRETE
(3) ANCHORS PER ANGLE:
• 1/4-20" POWERS
CALK -IN ANCHORS WITH
7/8" MIN EMBED, 3"
SPACING, AND 2-1/2"
MIN EDGE DISTANCE TO
3KSI MINIMUM
CONCRETE
• OR 1/4" ELCO j
CRETEFLEX ANCHORS
WITH 1-3/4" MIN
EMBED, 3" SPACING, j
AND 2-1/2" MIN EDGE /
DISTANCE TO 3350PSI
MINIMUM CONCRETE
ft
ALTERNATE
j
(2) 8" LONG 2"x2"xO.125" 6063-T6
ALUMINUM ANGLES PER BEAM END.
(3) 1/4"-20 410 SS
THRU-BOLTS PER BEAM END
EQ BQ
MIN.
d # 10x2" OR 3" 410
S.S. SCREW W/
NYLON BUSHING
AND WASHER
MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
6063-T6 ALUMINUM
BEAM AND LIMITATIONS
OF USE PER BEAM
DESIGN SCHEDULE
NOTE: MAX DESIGN PRESSURE AND MAX
SHUTTER SPAN PER BEAM DESIGN SCHEDULE
MAX
2 TOP SUPPORT BEAM
9 N.T.S. VERT SECTION
#lOx2" OR 3" 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER
MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
�(2) 8" LONG 2"x2"x0,125"
6063-T6 ALUMINUM
ANGLES PER BEAM END.
_ (3) 1/4"-20 410 SS I
Ir THRU-BOLTS PER f
BEAM END
MIN.
WHEEL CARRIAGE
ASSEMBLY AT EVERY
OTHER KNUCKLE
#I0x2" 410 S.S.
SCREW W/ WASHER
(TOP AND BOTTOM)
ALUMINUM OR
WINDOW BLADES
#lOx2" 410 S.S.
SCREW W/ WASHER
(TOP AND BOTTOM)
1/4" MAX -- _C1 E>J
ALUMINUM OR
l WINDOW BLADES
1 9 3
J
ANCHOR CONN. TYPE C6
REF. ANCHOR SCHEDULE
i �6063-T6 ALUMINUM e G
EQ.� BEAM AND LIMITATIONS
OF USE PER BEAM
DESIGN SCHEDULE 14-1964
SCALE:
NOTE: MAX DESIGN PRESSURE AND MAX PAGE DESCRIPTION:
SHUTTER SPAN PER BEAM DESIGN SCHEDULE
31 BOTTOM SUPPORT BEAM
9 N.T.S. VERT SECTION `v I
(2) 8" LONG 2"x2"x0.125"
6063-T6 ALUMINUM
ANGLES PER BEAM END.
ANN
(3) ANCHORS PER ANGLE:
• 1/4-20" POWERS
CALK -IN ANCHORS WITH
7/8" MIN EMBED, 3"
SPACING, AND 2-1/2"
MIN EDGE DISTANCE TO
3KSI MINIMUM
CONCRETE
• OR 1/4" ELCO
CRETEFLEX ANCHORS
WITH 1-3/4" MIN
EMBED, 3" SPACING,
AND 2-1/2" MIN EDGE
DISTANCE TO 335OPSI
MINIMUM CONCRETE
1
10
#IOx2" OR 3" 410 S.S.
SCREW W/NYLON
BUSHING AND WASHER
MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
(3) 1/4"-20 410
SS THRU-BOLTS
PER BEAM END
EQ.I
MIN.
l
CY #lOx2" OR 3" 410
S.S. SCREW W/
NYLON BUSHING
AND WASHER
_ MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
#10x2" 410 S.S.
SCREW W/ WASHER
(TOP AND BOTTOM)
1/4" MAX - L'J.�J.J ALUMINUM OR
1 WINDOW BLADES
1/4" MAX
NOTE: MAX DESIGN PRESSURE AND MAX
SHUTTER SPAN PER BEAM DESIGN SCHEDULE
-6063-T6 ALUMINUM
BEAM AND LIMITATIONS
OF USE PER BEAM
DESIGN SCHEDULE
ANCHOR CONN. TYPE C6
REF. ANCHOR SCHEDULE
WHEEL CARRIAGE
ASSEMBLY AT EVERY
OTHER KNUCKLE
#10x2" 410 S.S.
SCREW W/ WASHER
(TOP AND BOTTOM)
ALUMINUM OR
WINDOW BLADES
INTERMEDIATE SUPPORT BEAM
N.T.S. VERT SECTION
BEAM DESIGN SCHEDULE
BEAM SIZE
SHUTTER SPAN
BEAM SPAN
ALLOWABLE DESIGN PRESSURE
TOP BEAM
BOTTOM
BEAM
INTERMEDIATE
BEAM
2"x5"x0.125"
5'-0"
9'-5"
74.0 PSF
74.0 PSF
37.0 PSF
8'-0"
8.4.
73.0 PSF
73.0 PSF
36.0 PSF
10'-0"
7'-6"
73.0 PSF
73.0 PSF
36.0 PSF
2"x&W.072"/0.224"
5'-0"
W-W
68.4 PSF
81.0 PSF
34.2 PSF
V-0"
11'-6"
61.8 PSF
83.1 PSF
30.9 PSF
1014"
10'4"
61.1 PSF
$2.3 PSF
30.5 PSF
2"x"x0.072"/0.224"
5'-0"
15'5
5F
84 PSF
27 PFF
fr-0"
2-5"
5642
PSF
2
10.4.
1V-2"
55.5 PSF
79.6 PSF
1 27.7 PSF
#lOx2" OR 3" 410 S.S.
SCREW W/NYLON
BUSHING AND WASHER
t i"
EXISTING
CONCRETE HOST
STRUCTURE(3KSI
MINIMUM)
I
wo
EXISTING
CONCRETE HOST
STRUCTURE(3KSI
MINIMUM)
5 AW' or 5"xf/a" 6063-T6
ALUMINUM PLATE
511xl/
z EXIST
10 N.T.S.
MAX NOTE: MAXIMUM ALLOWABLE SPANS AND e,1
DESIGN PRESSURES FOR ALUMINUM PLATE
MOUNTING CONDITION PER TABLE BELOW. aoso,
ALLOWABLE DESIGN
PRESSURES FOR DETAIL 2/10
WTTH AW" ALIIMTNIIM PI ATF-
SPAN:
MAX DESIGN PRESSURE:
72"
+140.7 psf / -140.7 psf
90"
+112.6 psf/-1128 psf
108"
+93.8 psf / -93.8 psf
126"
+61.2 psf / -76.2 psf
144"
+42A psf / .62.4 psf
4" OR 511X
ING HOST
#10x2" OR 3" 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER
�� \
ANCHOR CONN. TYPE Cl
REF. ANCHOR SCHEDULE
ALLOWABLE DESIGN
PRESSURES FOR DETAIL 2/10
WITH i""A LUMINUM PLATE:
SPAN: MAX DESIGN PRESSURE:
72°
+65.7psf/-65.7psf
90--
+52.5 psf / -52.5 psf
108"
+43.8 Psf / -43.8 psf
126"
+37.5 psf / -37.5 psf
144"
+32.8 psf / -32.8 Psf
8" PLATE TO
VERT SECTION
MAX
ANCHOR CONN. TYPE C6
REF. ANCHOR SCHEDULE
6063-T6 ALUMINUM ANGLE,
2"x4"0.125" MINIMUM,
2"x5"x0.125" MAXIMUM.
NOTE: MAXIMUM ALLOWABLE SPANS AND
DESIGN PRESSURES FOR ALUMINUM ANGLE
MOUNTING CONDITION PER TABLE BELOW.
ALLOWABLE DESIGN
PRESSURES FOR DETAIL 3/10
WITH M" ALUMINUM ANGLE:
SPAN:
MAX DESIGN PRESSURE:
72"
+77.1 psf / -77.1 psf
90"
+61.7 psf / -61.7 psf
108"
+53.4 psf / -53.4 psf
126"
+44.0 psf / -44.0 psf
144"
+38.5 psf / -38.5 psf
2"x5" ANGLE W/ WALKOVER TRACK
N.T.S.
VERT SECTION
N U LL W F a
Q a z 'a
W pp
W 0 O
Ymcp �j
o �
N ° 3 u Z
w M w
3LL,�3 m
o W - z
� LU
0 0
zo^N
J
O w d
W z (9 0
� g z v
U 0 a
Q U w w
f1 d Z 0
� � x
� � a
1--1
1�
14-1964
�O
U) u
= A
ANCHOR
1 2.5" MIN EDGE DISTANCE
LOAD Spans Up To 6'-0" Spans Up To 9'-0" Spans Up To 12'-0" Spans Up To 13'-6"
(psf) CONN TYPE CONN TYPE CONN TYPE CONN TYPE
i Cl
I C2
I C3 C4
CS
Cl
Cl
C2
C5
Cl
C2 1 C3
I C4
CS
1 " ITW TAPCON WITH
35
12.0"
12.0"
12.0" 12.0"
12.0"
12.0"
12,0"
12.0"
10.9"
12.0"
2.0"
12.0"
12.0"
12.0"
11.7" 12.0"
7.0"
12.0"
3/4" EMBED (3192psi
40
12.0"
12.0"
12.0" 12.0"
j 12.0"
12.0"
112.0"
12.0"
9,4"
12.0"
2.0"
j 11.4"
111.9"
12.0"
9.5" 112.0"
6.1"
10.5"
I47
'12.0"
12.0"
12.0" 12.0"
12.0"
12, 0"
12.0"
12.0"
7.9"
12.0" 1.2"
8.9"
10.0"
9.5"
7.6" 112.0"j
5.1"
8.9"
-- 7.9"
6.4"
7.8"
F82
6.8"
5.5" 9.7"
4.0"
6.9"
72 12.0"
12.0"
12.0"
7 7"
12, 0"
9.2"
1 7.4"
112.0"
5,0"
8.7" 6.2"
5.1"
1 6.5"
5.8"
4.7" 8.6"
3.5"
6.1"
8.6'.3.5"
6.1"
152
1 5.8"
4.7"
8.7"
3.5"
6.1"
5.8"
4.7: 8.6"
3.5"
6.1"
1 5.8"
4.7"
6.1"
5,8"
4.7" 8 6" 3.5"
1/4 ELMATE
35
12. "
12.0"
12.0"
2 0"
12 0'
12.0 '
2 0" 12 0"
10 3"
2 0"
2 0"
2 0"
12.0"
7.5"
2 0"
2 0"
1 6" 0" 6.6"
11.0"
1.0
(FEMALE, MALE) W/
40
12.0"
12.0"
12.0"
1112.0"
12.0"
12.0"
12.0"
112.0"
8.9"
12.0"
112.0"
11.3"
12.0'
6.5"
10.9"
111.9"
9.5" ;12.0" 5.8"
9.6"
1-3/4" MIN EMBED
47
12,0"
12.0"
12.0"
11,7"
12.0"
12.0"
12.0"
12.0"
7.5"
12.0"
11.2"
8.9"
--
12.0"
5.5"
9.2"
1 9.4"
7.5" 10.9" 4.9"
8.1"
(3350psi MIN CONC)
60
i 12.0"
12.0"
12.0"
1 8.9"
;12,0"
11.9"
19.5"
112.0"
5.8"
9.6"
7.9"
6.4"
9.6"
43"
7.1"
6.7"
5.5" 8.6"
3.8"F6.372
12.0"
12.0"
12.0"
7.3"
12.0"
9.11. 7.3" 10.7"
T7"
80"
6.2"
5.0"
8.1"
_
3.5" 5.9"
5.8"
4.7"
7.7"
33"1207.9"5.4.7"
7.7"
3.35.6
5.8"
4.7"
7.7"
3.3"152
5.8"
4.7"
7.7"
13.3"
' 5.6"
5.8"
4.7"
7.7"
3.3"
5.6"
5.8"
4.7"
7.7"
3.3" 5.6"
5.8"
4.7"
7.7"
3.3"4/41"
MINEMBEDEXW/
35
40
112.0"
12.0"
120"
12.0" 12.0"
12.0"
12.0"
12.0"12,0"
12.0"
12.0"
12.0"
12.0"
12.0"
9.6" 12.0"
8.3" 12.0"
12.0"
12.0"
12.0"
8.4"
12.0"
12.0"
12.0"
12.0" 12.0"
12.0"
12,p
11.3"
12.0"
12.0"
12.0"
12.0"
12.0"
10.9"50ps1
z60
MIN CONC)
47 '12.0"
1L0"
12.0"
12.0"112.0"
12.0"
12.0"
12.0"
12.0"9.5"12.0"
12.0"
10.2"
12.0"
7.0"
12,0"
10,8"
8.7"
12.0"
6.1"
12.0"
12.0" 113" 12.0"
12.0"
10.9"
12.0"
7.3"
12.0"
9.1"
7.3"
12.0"
5.4"
9.7"
7.7"
6.3"
12.0"
47"
0
72 112.0"
12.0"_
12.0"i 9.3" J
12.0"
10.5"
8.4" �12.0"
6.0"
10.8"i
7.1" 5.8"
11.7"
4.4"
8.0"
6.6"
5.4"
11.1"
4.2"
7.6"
7.6"
6.6"
5.4"
�11.1"
4.2"
7.6"
152
�"
5.4"
-
1LP"' 4.2" 9.6"
6.6"
5.4"
11.1"
4.2"
7.6"
6.6" 5.4"
11, 1"
4.2°
7.6" !
6.6"
5.4"
11.1"
4.2"
7.6"
1/4-20
12.0"
7.1"
12.0"j11.3'
8.7"
12.0"
5.2"
9,1"
9.2"
7.2" 111.1"
4.5"
8.1"
WITH 7/8' MIN EMBED
40 �12.0"
12.0"
12.0" 9.7'
12,0"
12.0
11- I12,0"
6.1"
10.7" 8.9" 7.0"
10.9"
4.5"
I7.9" 1
7.4"
5.9" 9.8" 3.9"
7.0"
(3000psi MIN CONC)
8 0" 112.0"
11.1"
8.6"
12.0"
5.1"
9.1" 6.9" 5.5"
9.4"
3.8"
6.7"
5.8"
4.7" 8.4" 33"
5.9"
60 ,12.0"
11.5"
12.0" 6.1" 110.7"
7.4" 1
5.9" 19.8"
3.9" 1
7.0"-, 4.9" -' 4.0"
7.5"
5.2"
4.2"
3.4" 5.7"
4.6"
*
72 110.7"
8.3"
12.0" 5.0" 1
8.9"
5.7" 1
4.5" 183"
3.2"
5.8" 3.8" 3.1"
6.3"
43"
3.6"
6.0"
4.1"
5.2"
3.6"
6.0"
41" 3.6"
60"
4. 1'
3.6"
6.0'
4.1"
152 3.6"
6.0"
4.1"
3.6"
6.0"
60"
4.1"
3.6"
5.0"
4.1"
1/4 ELCO PANELMATE
35
12.0"
12.0"
12.0" 10.7"
12.0"
12.0" �.12.0"
12.0"
6J"
11.2" 11.5" 8.9"
10. 7"
4.9"
8,2"
9.4"
7.3" 9.6" 4.3"
73"
INSERT WITH 1-5/8" MIN
EMBED 3000 si MIN
( p
_ 40 12.0"
47 12.0"
12.0"
12.0", 9.2
12.0'
12.0"
11 J" 12.0'
S.8"
9.7��
7.
4.2'
6.0' 3.7"
6.3"
12.0"
12.0"
7.6"
12.0'
113"
_i
8.8" 10.6'
4.9"
_
8.2" 7.1" 5.6"
8.1"
3.6"
6.1"
5.9"
4.8"- 7.3' 3.1"
5.4"
CONC)
-
10.9"
4.$" 8.0"
5.0" 4.0"
6.5"
4J"
4.3"
3.5" S.8"
4.2"
60
8.5"
10.4"
5.8"
4.6" 7.1"
3.1"
53"
3.9" 3.2"
5.4"
3.9" 3.6"
S 1"
*
120
5.0"
4.0"
6.5" 4.7"
3.61
5.1"
3.7"
3.6"
5.1"
5.11,
3J" 3.6"
3.7" 3,6"
51"
5.1"
3.7"
3.7"
152 3.7"
5.2" 3.7"
3.6"
5.1"
--
3.7" 3.6"
ANCHOR NOTES:
1, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
2. TAPCONS SHALL BE 410 STAINLESS STEEL AND SHALL BE MANUFACTURED BY IIW.
3. ENSURE MINIMUM 2.5" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK.
4. ALL CONCRETE ANCHOR SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY.
5. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4"
EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
6. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY,
7. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND
OTHER WALL FINISHES.
8. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM
ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY.
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD
FRAMING MEMBERS, NOT INTO PLYWOOD.
10. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE.
11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR
WAFER HEAD ("SIDEWALK BOLT") U.N.O.
12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.
13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE.
0.
o. 4654
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14-1964
11