HomeMy WebLinkAboutSET UP-INSTALLATIONSTYP
0.654" +-j
FEMALE LOCKING SLAT
6063-T6
c 0.062° TYP
N
(
MALE LOCIUNG SLAT
6063-Tfi
ALTERNATE
LOCKING SLAT 1
6053-TG
0.6B8"J
62" TYl
1.pGKINGT �, T
6063-T6
TITAN II FOLDING SHUTTER
I WALL MOUNT SLAT
6053-TS
n
1.5
0.062" TRYR00154
.123
ci
P
.
I {"5.000"
'jI�-1
I 0.125"TYP
0
0 2X3X1/8"
2X5X1/8"
BUILT -OUT ANGLES
6063-T6
r
m
L
FEMALE
END SLAT
6053-TS
c
N
L
-4.446"�
ALTERNATE BOTOM TRACK ADAPTER
6063-TS ALUMINUM
�n
fi063-TS
.090" TYP
ALT. WALL HEADER
6063-TS
2.725'
2.012"--
WIDTH UNLIMITED
FrAS
OP MOUNT MOUNTING REQ'D SECTIONS
i
HORNSECT.
BOTTOM MOUNT L
AS REQ'D
TYPICAL ELEVATION
], N.T.S. EXfER ELEV
SCANNED
BY
St. Lucie County
(SLAT SPAN
SCHEDULE
WIND
PRESSURE
L+/-)
MAXIMUM SLAT SPANS
REACTION
ATTOP &
BOTTOM
POSITIVE
PRESSURE
NEGATIVE
PRESSURE
20 psF
144.0"
144.0"
120 Ib/ft
30 psf
144.0"
144.0"
100 Ib/ft
40 psf
144.0"
144.0"
240 Ib/ft
46 psf
139.1"
144.0"
276 Ib/ft
60 psf
130.1"
138.4"
346 Ib/ft
70 psf
12 5.2"
128.1"
374 Tb/ft
80 psf
119.9"
119.9"
400 Ib/ft
�T001- ■'
11 psF
{f07F2i>• 1
. "
� 07'Z"- ■
1 .Z'
(457J[Y/ ■
s /
-120 psf
-96:7-
- -483 1b/ft-
130 psf
89.2"
69.2"
483 Ib/R
140 psf
W-9"
82.9"
03 Ib/ft
150 psf
77.3"
77.3"
483 Ib/ft
160 PST72.5"
72.S"
483 Ib/ft
170 pst
68.2"
68.2"
4831b/ft
IB0 psf
64.4"
64.4"
483 Ib/R
190 psf
61.1"
61.1"
483 Ib/ft
2D0 Psf
59.0"
58.0"
483 Ib/R
FnANK•GIENNryApR�npO. P.E.
A.
GENERAL NOTES:
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS -A.----';
LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE;-'=�'
WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING `-
' .� �oiNyn•�
CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY
HURRICANE ZONE ("HVHZ"), PERTAS
-
201, 202, & 203
' '?niy'
All
PROTOCOLS.
' -'ud` :•
2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN
USED IN THE DESIGN OF THIS
W.1 w) U _a- �.O
D 'aa: �I
W .z
PRODUCT. WIND LOAD DURATION
`% d m
Z
FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN.
j U LL X
3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE
UL ¢ 6 L9
USED WITH THESE DRAWINGS SHALL BE DETERMINED BY
.c tq Z o i
W
OTHERS FOR SPECIFIC JOBS IN ACCORDANCE WITH THE
GOVERNING CODE,
Z N !] 4 Q
w uJ •+ w R.
4. THE SYSTEM
,q,
DETAILED HEREIN IS GENERIC AND DOES
3
NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE
N K N -
CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED
m s
HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT
%D O a 8
SHALL PREPARE SITE SPECIFIC DOCUMENTS To BE USED IN
a
CONJUNCTION WITH THIS DOCUMENT.
S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE
EXISTING STRUCTURE TO WITHSTAND NEW SUPERIMPOSED
LOADS,
6. ALL COMPONENTS SHALL CONFORM TO THEIR RESPECTIVE
d
SPECIFICATIONS AS NOTED HEREIN.
7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,
O
a
UNLESS NOTED OTHERWISE,
e
zz #
B. SHUTTERS SHALL BE PERMANENTLY LABELED WITH A
,(�
MINIMUM OF ONE LABEL PER ASSEMBLY CONTAINING THE
E
cc>
FOLLOWING:
LL) u m Q,
a
0 0
Ce
FOLDING SHUTTER CORPORATION
WEST PALM BEACH, FL
LL B
la M
U
`I
_
9. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED
s u s
2 = t;
TO THE MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN
= rn
r°
co
EED 0
HEREIN.
10. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED
g v
_ < ,o
¢ o
AS FIELD CONDITIONS DICTATE WHERE NOTED AS SUCH.
m
Li. ALL BOLTS, NUTS, & WASHERS SHALL BE ZINC COATED
n
STEEL, GALVANIZED STEEL, STAINLESS STEEL, OR ALUMINUM
ALLOY 2024-T4 OR 7075-T5.
Q
12. STEEL SURFACES TO BE PLACED IN CONTACT WITH
-
ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE
.J
O 0LL
JO
PRIMER OR SHALL BE GALVANIZED.
a
SLAT SPAN SCHEDULE NOTES':
1, SPANS SHOWN IN SLATSPAN SCHEDULE ARE MAXIMUM
ALLOWABLE SPANS AT EACH RESPECTIVE POSITIVE AND
NEGATIVE DESIGN PRESSURE. MINIMUM OF POSITIVE OR
NEGATIVE ALLOWABLE SPANS SHALL GOVERN DESIGN.
2. THIS SCHEDULE MAY BE USED FOR ALL MOUNTING
CONDITIONS LISTED HEREIN.
3. USE "REACTION AT TOP & BOTTOM" TO DETERMINE
ANCHOR SPACING FOR APPROPRIATE MOUNTING CONDITIONS
PER CONNECTION CAPACITYSCHEDULES. -
4. ® DESIGNATES CONDITIONS WHICH ARE NOT
ACCEPTABLE FOR USE.
FILE COPY
06-FSC-0006
CONN TYPE Cl: ANCHOR
SPACING PER SCHEDULE 2
w
1
7/16" .060 FORMED
STAINLESS STEEL
ROLLER HOUSING
NYLON ROLLER
EXISTING HOST
STRUCTURE
� 0.437" U
IMAX .500 DIA 0.437"
7/16" MP) NYLON BUSHINHG MAX
#10 X 2-1/2" S.M.S.
STAINLESS STEEL z o
� a W
N x OPTIONAL RAIN GUARD H u
EXISTING w (NON STRUCTURAL)? m
HOST W. r./j� £ w
STRUCTURE a a
I I
7/16" I I 0.437"
� 0.437" 2 I MAX
T Max '1 lip I l
CONN TYPE Cl: ANCHOR
SPACING PER SCHEDULE 2
WALL FACE
1 MOUNTING SECTION
Z 6" = 1'-0" VERT SECTION
OPTIONAL RAIN GUARD-U
(NON STRUCTURAL) I
r9
I I
I I
3/1 R' Al IIM, II
EXISTING HOST
DIA
N BUSHING
\-AUMINUM�SNOTE:
@ 10" D.C.
BOTH SIDES
+Ell
SEE MOUNTING
SECTIONS BELOW
Eq
EXISTING HOST
FOR ALTERNATE
Ed---4
STRUCTURE
TRACK ADAPTERS
TRAPPED
2
MOUNTING
SECTION
Z
6" = V-D"
VERT SECTION
OPTIONAL
UCTURAALWLW
Z0
rw
x y
3/16" ALUM
POP RIVETS
MAX w
MAX
BOTH
�/ If"a
SIDES
POP RIVETS
I
BOTH 10"D.C.
CONN TYPE C3:
CONN TYPE C6:
ANCHOR SPACING
Io
ANCHOR SPACING
PER SCHED 2
r�i
PER SCHED 2
N
TRIM FLANGE FROM
77 ADAPTER EA. SIDE
ALT TRACK ADAPTER 'A'
4 MOUNTING SECTION
z 6" = 1'-W VERT SECTION
0.437"
MAX
ALT TRACK ADAPTER 'B'
rs"NN MOUNTING SECTION
2 6" = 1'-0" VERT SECTION
SIDES
j MIN.
EXISTING CONK TYPE C4:
HOST ANCHOR SPACING 1/4" X 3/4" TEKS OR
'RUCTURE PER SCHEDULE 2 1/4' X 3/4" BOLTS
2 X 3 X 1/8" W/ NUTS & WASHER
2 X 4 X 1/8"Z06"O.C.
2X5X1/8"
ALUM ANGLE }--Eq. 4
\-CONN TYPE CS:
ANCHOR SPACING
w I PER SCHEDULE 2
0.437"
ANGLE LEG MAY TURN MAX
UP OR DOWN
z
NOTE: HEADER AND SILL DETAIL CAN as w
'^ BE USED IN ANY COMBINATIONS u
m
fw
m
2 X 3 X 1/8" 0.437"
2X4X1/8"
2 X 5 X 1/8" MAX
w ALUM ANGLE R j
I PER SCHEDULE 2
fqCONNTYPE C4; �---}---ANCHOR SPACING E1/4" X 3/4" TEKS OR
PER SCHEDULE 2 1/4" X 3/4" BOLTS�1-1/4" W/ NUTS & WASHER
MIN. @ 6 O.C.
EXISTINGHOST
EXISTING HOST
STRUCTURE
BUILD -OUT
/*'_31 MOUNTING SECTION
\1126" = 1'-0" VERT SECTION
a
0
W
U)
U'
Fz-1
J
0
LL
a
H
z
0 0
U CC CC
QW M
a
Z m I?
� z Ora,
¢oa
o�
kl W
¢ N
O
O
LL
o
EXISTING HOST
STRUCTURE
PER SCHEDULE 2
i
Zo
aw
NV
to
�w
a
2 X 2-3/4 X 1/8"
ALUM ANGLE
---•--r,
# 14 TEKS
@ 6" O.C.
PER SCHEDULE 2
HOST STRUCTURE
ALT WALL FACE
i MOUNTING SECTION
3 6" = V-0" VERT SECTION
ANCHOR TYPE SCHEDULE:
A. 1/4" TAPCON (BY ITW), WITH 1-3/4" MIN EMBEDMENT TO
CONCRETE (3000 PSI MIN), OR 1-1/4" MIN EMBEDMENT
TO HOLLOW BLOCK.
B. *14 SMS WITH RAWL SCRU-LEAD INTO CONCRETE (3000
PSI MIN), 1-1/2" MIN EMBEDMENT.
C. 1/4" POWERS CALK -IN, TOTAL ANCHOR BODY EMBED INTO
CONCRETE (3000 PSI MIN) OR INTO HOLLOW BLOCK.
D. #14 SMS/LAG SCREWS INTO WOOD (S.G. - 0.47), 1-1/2"
MIN PENETRATION,
E. #14 SMS TO MIN 12ga STEEL STUDS WITH FULL THREAD
PENETRATION
( CONNECTION CAPACITY SCHEDULE
CONN
ANCHOR
CONCRETE
ANCHORTYPE
HOLLOW BLOCK
ANCHOR TYPE
WOOD
ANCHOR
TYPE
STEEL
ANCHOR
TYPE
TYPE
SPACING
A
g
I C
A
C
D
E
24"
780 Ib/ft
342 lb/R
8481b R
352 lb/R
351 Ib/ft
356 Ib R
342 lb/R
Cl
12"
1560 Ib R
684 Ib/ft
1696 lb/R
704 Ib R
702 lb/R
712 lb/R
684 lb/R
9"
/It
129 lb/R
3721b ft
197 Ib/R
186lb/R
35fi Ib R
129 lb/ft
I
94 lb/R
5571b ft
29216 R
280 lb/R
23416 ft
194 Ib Rti
fl
388 Ib ft
1116 Ib/ft
592 Ib/ft
550 Ib R
46B Ib/R
388 Ib/RC31531b/R
4701b R
273 Ib/R
258 lb/R
221 Ib R
153 Ib/R-IfA
W9521b/ft
2301b/ft
626 Ib/ft
354 lb/ft
3441h ft
282 lb/R
23016 It
14516 R
387 lb/R
160 Ih/R
1591h R
156 lb/ft
145 lb/RC4
R
194 Ib It
516 Ib/R
214 lb/lt
2121b R
208 Ib/ft
19416/ft
R
388 Ib/R
10321b/R
428 Ib ft
424 lb/R
416 Ib R
3881b R
ft-
210 Ib It
556 Ib/ft
230 Ib R
228 Ib/R 1
225 Ib/R
1 210 Ib R
CS
—6"
684 Ib ft
280 16/It
742 Lh//ft-
306 lb/R
304 lb/R
300 lb/R
280 1b R
3"
1368 Ib/ft
550 Ib ft
14841h ft
612 lb/ft
608 Ib R
60016 R
S60 Ib/ft
C6
12"
622 lb/R
230 lb/ft
626 Ib/R
3641b R
344 lb/R
282 lb/ft
230 lb/ft
9"
829 Ib/R
3061b R
834 lb/R
4851b/ft
458 lb R
376 lb/R
306 Ib/R
6"
192 Ih R
208 Ib ft
129 Ib"t
129 Ib/R
IZ Ib/ft
3"
384 Ib R
155 lb/R
_ 41fi Ih/R
1721b ft
172 lb/R
168 Ib/R
156 lb/R
9"
3001b R
1401b R
3271b/R
13616 ft
136 Ib/ft
142 lb/ft
1401h R
6"
400 Ib/R
1B6 Ib/ft
436 lb/R
1 1821b R
182 lb/ft
1901b ft
186 lb/R
CONN CAPACITY SCHED NOTES:
1. CHOOSE COMBINATION OF CONNECTION TYPE, ANCHOR SPACING, & ANCHOR TYPE SUCH THAT
CONNECTION CAPACITY IS EQUAL TO OR GREATER THAN "REACTION AT TOP & BOTTOM" AS GIVEN IN
SLAT SPAN SCHEDULE.
2. CONNECTION TYPES SHALL BE AS SPECIFIED INAPPROPRIATE MOUNTING SECTION DETAILS.
3. ENSURE MINIMUM 2-1/2" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE &TO HOLLOW
BLOCK. EDGE DISTANCE OF 1-1/4" IS ACCEPTABLE FOR ANCHORS TO WOOD.
4. MINIMUM EMBEDMENT SHALL BE -AS NOTED IN ANCHOR TYPE SCHEDULE. MINIMUM
EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES.
S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD.
7. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED
IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR
ANCHORS TO WOOD FRAMING). WOOD SUBSTRATES SHALL BE "SOUTHERN PINE" G=0.55 OR
GREATER DENSITY.
B. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
IN SPAN SCHEDULE SHALL APPLY.
9. 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.
10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.
1/4" X 1 3/4" TAPCON BY
ITN RAMSET RED HEAD
(SEE SILL FOR SPACING
REQUIREMENTS) --.
1/4-20 MACHINE —
SCREW & LOCK NUT
6" O.C. STARTING
1" OFF ENDS (TYP
AT HEAD & SILL)
2" X 3" X 1/4"
CONT. ALUM
ANGLE
--iy- MIN. 3000 P_!
CONCRETE..
MIN. 3000 PSI
CONCRETE
1/4" X 1 3/4" TAPCON BY
ITW / RAMSET RED HEAD
MAX.
SHUTTER
HEIGHT
REQUIRED
POS/NEG
PRESSURE
MAX.
ANCHOR
SPACING
99.5"
110 PSF
3"
99.5"
55 PSF
6"
99.5"
37 PSF
9"
ALT TRAPPED
r2-'NN MOUNTING SECTION
3 6" = V-0" VERT SECTION
.D'w�j-'U m U
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9
LL
06-FSC-0006
N
i
LL
iv
3/16" POP RIVETS
ALUMINUM
A 10" D.C.
y-- —
BOTH SIDES
a
�
M
—�
2x5x1/8"
N
2x4x1/8"
2xSx1/8"
ALUM. ANGLES
L 1/4" THRU BOLT W/
WASHER & NUT @ S" O.C.
� I
lm�IPL7'[T4993miiN3e
•�
fl[iTfi9
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•�
I7S.Td7
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atsris
uoof�ooE�
STANDARD COUNTER -TOP
_MOUNTING SECTION
t} 6" = V-0" VERT SECTION
N
a
ro
BOLT
3x5x1/B"
NUT @ 10" O.C.
OR LARGER
STAGGERED.
ALUMINUM ANGLES
OR BENT PLATE
i COUNTER TOP
o nnruie.-...."�
(3" LEG AT WALL)
ALT COUNTER -TOP
_MOUNTING SECTION
4 6" = V-0" VERT SECTION
MIN 2x4 EXISTING WOOD TRUSSES AT
24" O.C. MAX (S.G. >_ 0.51), OR 16
GAUGE METAL STUDS AT 24" O.C. MAX.
(3) #14 SMS WITH 2" MIN. PENETRATION AT
EACH WOOD RAFTER, OR (3) #14 TEKS AT EACH
16 GAUGE METAL STUD:
SOFFIT
'� f
# 14 TEKS
—EQ EQ
@ 4" O.C.
Y ---r-
2"x4"xl/B" ALUM ANGLE
l!j
m
,2"xS"xl/B" ALUM ANGLE,
'
m
1/4"x4" ALUM BAR, 1"x4"x1/8"
ALUM TUBE, OR 7/8"x4"xi/8"
R R R
--EXTRUDED ALUMINUM TUBE
i °' a a
2 x 3 x 1/8"
2 x4 x 1/8"TRACK.
TO. SPAN TRUSSES & SUPPORT
ANGLE SHOWN•
FSEE
jLmn
STANDARD 2 x 5 x 1/B"OTHER
ALUMINUM ANGLES
MEMBERScCOUNTER
TOP
ION FOR
ARE INSTALLED THE SAME.CONDI
m
CONNECTION OF 1/4" THRU BOLT W/
ANGLE TO WALL WASHER & NUT @ 5" O.C.
ALT COUNTER -TOP
HEADER TO TRUSS
s MOUNTING SECTION
4
MOUNTING SECTION
e} 6" = 12-0" VERT SECTION
q
W = 1'-0" VERT SECTION
�W �JL'q UJ
<6LLI75n
Z um� W
°�¢
wW�3eZ
3�m3
IAy�3
p W m
to W z
.y0a
[i7
06-FSC-0006
4
ANCHORS
MIN GLASS SEPARATION GLASS SEPARATION NOTES
A, B, C, OR D
@ 18" D.C.
(REQUIRED ONLY IN HVHZ) 1. GLASS SEPARATION REQUIRED ONLY IN HVHZ.
Ed
SLAT SPAN <_ 96.5": 2.25" 2• FOR USE OUTSIDE HVHZ, PRODUCT' HAS BEEN
DESIGNED AS A NON -POROUS SYSTEM & HOST
SLAT SPAN 5 144": 3.25" STRUCTURE MAY BE DESIGNED AS ENCLOSED,-
'
�i 1:
1 X 1 X 1/16" OR
ERS OR THUMB SCREWS L 1/4" X 3/4" TEKS OR -~`
CAN BE INSTALLED ANCHORS -_
c
N n.:
Z • m ,
'Z b
- 1 X 2 X 1/16"
ALUM ANGLE (TYP)
„ _ ,
GLASS 3/16 POP RIVETS-""
INSIDE OR OUTSIDE A,B,C OR D'' c'�.7-<
��' "� ? �'" 0
FOR END CONDITION
@ 16" O.C. @ 18" O.C. -_`_
� �� Mtig� z
2 X 3 X 1/8",
2 X 5 X 118", OR
@ BUILT -OUT SEE
DETAIL LEFT
; ---- 6.026" MAX
'? - �,
-'
;W� ' IL -J -. o" ,"
W L z`w•� a: 9.d
+
ALUM ANGLE AS
3/16" POP RIVETS
+
+ +
Z w w m
U
REIQLDD. AT
BUI
OR 1/4" X 3/4" TEKS
,-----I-
'-'�
U :
v
IONS
@ lB" D.C.
w
OPTION TO PLACE
ANGLE OUTSIDE 3/16" POP RIVETS
OR 1/4 X 314" TEKS WALL FACELL
VARIES c
W
Z',k1 m 0 =
w W "� W m 3 u W
3 .. m
OF END SLAT @ 18" D.C. END CONDITION
1
BUI
TRAPPED
c w �-
LU
CONDITION
END COND]TION
LOCK HANDLE CAN
112" SQUARE ALUM RODS END CONDITION
❑BE n
+
30" LONG WITH PLASTIC TIP
a
*
INSIDE OR OUiASIDE
PROTRUDING THRU HEADER + SLAT DIRECTION SHOWN MAY BE MIRRORED
& SILL
TO OPPOSITE DIRECTION PROVIDING GLASS
SEPERATION IS MAINTAINED.
1 HORIZONTAL
SECTION
END SLATS MAY BE "FEMALE"
5 6" = 1'-0"
HORIZ SECTION
O
o
OR WALL MOUNT"
LOCK CATCH CHANNEL
V M
z
❑ #
# 10 X 3/4" TEKS
SECURED TO HOUSING #IOx3/q" TEK SCREWS
-
^'
iY w d' E
❑
z >
OR Yls" POP RIVETS
WITH 2 #8 SMS ATTACHED TO ONE
1 LOCKING SLAT @ 12"O.C.
U m o
LL g m 4Ua
❑
a@
12" O.C.
+
+ (2) 3/8" 0 PLASTICTHUMBwSCREWS
w m
30" APART @ MIDSPAN
"-i
U
'_
GINSTALLED
(THUMB SCREW MAY BE
z
2"x2"x 1/8" TUBE
INSIDE OR OUTSIDE)
- -- - -
*�C2
___m_
w-�-�
�-4--g
ALTERNATE WALLMOUNT
6063-T5
o a
FOR ONE ORBOTH
PP�I
ANGLES
LOCK MECHANISMLO(2
3
aSLIDE
Q_¢
PER UNIT). SECURE`1P
BE LOCK MECHANISM WITHIx"
(2) #14 x 3/4" TEKS OR
INS1/4-20 DRILLED & TAPPED
2"x2"xYs" 6063-TG
U-
�33/N16"
OP RIVETS PER
& IS OPTIONAL THUMB SCREW, CONTINUOUS ANGLE
CORNER POST
ALTERNATE ALTERNATE LOCKING SLAT
6"=1'-0"HORIZSECT
(2)1/4"0 YPEA,TAPCONS
TYPE A, TO
ax�
4
SLIDE LOCK �(ANCHOR
CORNER LOCKING DETAILCONC)
"FEMALE"
PER ANGLE
5
W = 1'-0"HORIZ SECTION 6" = V-O..
5 HORIZ SECTION/OR
TEND SLATS MAY BE
"WALL MOUNT" Sl (d _:���
# 10 X 3/4" TEKS
�T-OR3/1e" POP RIVETS
`@12"O.C.
ALTERNATE
s CORNER POST
5 61 = V.D. HORIZ SECT
1-1/2" x 2" x 1/8" MIN
ALUM ANGLE TOP &
BOTTOM OR TO WALL
CORNER POST
a ATTACHMENT
5 6" = V-0" ISOMETRIC
(2) 3/8" 0 PLASTIC THUMB SCREWS
30" APART @ MIDSPAN (THUMB
SCREW MAY BE INSTALLED INSIDE
OR OUTSIDE)
LEVERS (INSIDE OR OUTSIDE)
ALTERNATE
5 LOCKING SLATS
5 6" = 1'-0" HORIZ SECTION
#10xY4u TEK SCREWS
ATTACHED TO LOCKING
SLAT @ 12" D.C.
(2) 3/8" 0 PLASTIC THUMB
SCREWS 30" APART @ MIDSPAN
(THUMB SCREW MAY BE
INSTALLED INSIDE OR OUTSIDE)
ANCHORS A, B, C
OR D @ 18" D.C.
EXISTING HOST
Vk F.„� V D�.,
Wim=
CONTINUOUS
ANGLE
HORIZ SECTION
06-FSC-0006
"TITAN" 0,060" ALUMINUM STORM PANELS
PED046549
.40" P1P
,� >-1,00"4 /ry.
1/4-20
S.S. STUDS
AT 12" O.C.
0
N O
0.125"(TYP)
STUDDED
ANGLE
TOP MC
(CONN AS RE
I I O.D60" MIN
PANEL COVERAGE (TYP)
" OVERALL WIDTH (TYP)
W = V-0"
0.374"t j jjjjjj0.656"
T .295°
C0
6063-T6
= 1'-0"
WIDTH UNLIMITED
AUNT
MOUNTING
Q�p)
ECTIO SS
SECTIONS
- --
'
-
"
--
--
--
--
--
P-N.
VIEWS u
d
a
F
"
i:3
I
0
u
;U
O
W
is 1
I
to 3
c
�w
.V
O
x
Y
BOTTOM MOUNT
(CONN AS REQ'D)
TYPICAL ELEVATION
1(STITCH BOLT REINF
1 N.T.S.
I 2.086---1
T
0
N
1
BUILD OUT ANGLE
4 6" = 1:_0::
WIDTH UNLIMITED
TOP MOUNT
(CONN AS REQ'D)
Cl
0
=
vu)
-
-
2
w
3
-
:z
ia
N
�W
�W
-
-
--
-
-
w
BOTTOM M
UNT
(CONN AS REQ'D)
"U" HER
6 6, = 1:_0" EAD
TYPICAL ELEVATION
1'00-2ALUM STRAP REINF
1 N.T.S.
GENERAL NOTES:
1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE
MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE
REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE FOR USE
WITHIN & OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER
TESTING APPLICATION STANDARDS TAS 201, TAS 202, & TAS 203.
2) NO 33-113% INCREASE IN ALLOWABLE STRESS HAS BEEN
USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION
FACTOR Cd=1.6 HAS BEEN USED IN WOOD ANCHOR DESIGN.
3) PDSITNE AND NEGATIVE DESIGN PRESSURES TO BE USED
WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS FOR
SPECIFIC JOBS IN ACCORDANCE WITH THE GOVERNING CODE.
4) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT
PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE
CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN,
A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL
PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN
CONIUNCRON WITH THIS DOCUMENT.
5) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE
EXISTING STRUCTURE TO WITHSTAND NEW SUPERIMPOSED
LOADS.
6) ALL ALUMINUM STORM PANELS SHALL HAVE A MINIMUM
THICKNESS t=0.060" AND SHALL BE 5052-H32 WITH MIN Fy-25
KSI.
7) ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,
UNLESS NOTED OTHERWISE.
BE PERMANENTLY LABELED WITH A MINIMUM
)ANEL CONTAINING THE FOLLOWING:
LEGIBLE AND READILY
JCTIONS INDICATING THE
TS (ALUMINUM STRAP AT
9) STORM PANELS HAVE BEEN DESIGNED AND'LESt 0 TO THE
MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN.
10) TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS
FIELD CONDITIONS DICTATE, PANELS MAY BE MOUNTED
VERTICALLY OR HORIZONTALLY AS APPLICABLE.
11) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION
WITH ANY MOUNTING CONDITION. ALL WASHERED WINGNUTS
SHALL HAVE 0,865" MINIMUM WASHER DIAMETER.
12) ALL BOLTS & WASHERS SHALL BE ALUMINUM (ALLOY
2024-T4 OR 7075-T6) OR STAINLESS STEEL WITH A MINIMUM
TENSILE YIELD STRENGTH OF 60 KSI.
13) ALL STEEL SURFACES TO BE PLACED IN CONTACT WITH
ALUMINUM SHALL BE GALVANIZED OR GIVEN ONE COAT OF ZINC
CHROMATE PRIMER.
FILE COPY
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106-FSC-0007 I
CONN TYPE C3:
ANCHORS PER CONN TYPE C4: WR
SHERED
ANCHOR SCHED ANCHORS PER EXISTING HOST GNUTS
EXISTING HOSE EXISTING HOST 1 1/4" ANCHOR SCHED STRUCTURE 2 O.C.
STRUCTURE STRUCTURE MIN 1/4" TEKS OR 1/4-20 x EDGECONN TYPE C1:�S�-�:r tr
3/4" BOLT W/ WASHER ANCHORS PER:"
CONN T(PE C2 DIST CONN TYPE CG:ANCHOR SCHED
-G-HORS-PER &NUT AT 12" O.C. w ANCHORS PER
ANCHOR SCHED 4 1/4° g ANCHOR SCHED 4" MIN EMBED MAX LL1 EMBED 1/4°MAX w 1"TYPEQ+EQ1/4" 1
6 MAX
w 0
w 0 SEPARATION z o ¢ w
FROM GLASS a Im = SEPARATION N u
OPTIONAL LEG v:u FROM GLASS J
z o PER SCHED 1
SEPARATION 1 DIRECTION 1 a¢ = z Z PER SCHED z a
FROM GLASS < w Uui oa. n EXISTING '• N
PER SCHED a x SEPARATION z z K GLAZING w
W tn w EXISTING FRO GLASSCHEID —� z y WASHERED E a a
EXISTING z < GLAZING x EXISTING WING
GLAZING a n ¢ w GLAZING AT 12° O.C. WASHERED
Ln OPTIONAL LEG 2 f °• 3 WINGNUTS
< w DIRECTION 2 In AT 12" O.C.
F a WASHERED u ri1
w WASHEREO 1" WINGNUTS 1 q" MAX w o
Lf Gi WINGNUTS n'P AT 12 D.C. w _r /
1" w 0 AT 12" O.G w m E CONN TYPE C7: 7/8" MIN
4 w ANCHORS PER EMBED
ANCHOR SCHED CON
EMBED }-EMBED �1/q^ EDGE CHORVPERmu
CONN TYPE CS: 1/4" TEKS OR 1/4-20 x
DIST EXISTING HOST ANCHOR SCHED
2 1/4" MAX ANCHORS PER 3/4" BOLT W/ WASHER STRUCTURE
ANCHOR SCHED & NUT AT 1Z" D.C.DIRECT M
EXISTING HOST CONN TYPE Cl: EXISTING HOST -
STRUCTURE ANCHORS PER EXISTING HOST 1 1/4" CONN TYPE CS: STRUCTURE
ANCHOR SCHED STRUCTURE MIN ANCHORS PER ANCHOR SCHED 4 "F" TRACK
"h" HEADER - BUILDOUT "U" HEADER - "U" HEADER - 2 3"=V-10" MOUNTING SECTION
1 STUD ANGLE (WALL) 2 BUILDOUT STUD ANGLE 3 STUD ANGLE TRAP
e 3" = V-01: MOUNTING SECTION 2 3" = V.0.. MOUNTING SECTION Z 3" = 1'-0" MOUNTING SECTION
EXISTING HOST
STRUCTURE,TYP
1 1/4' y
EXISTING HOST CONN TYPE Cl: 1" TO S° MAX I
STRUCTURE (2) ANCHORS PER .: ;•,
LOCATION, REF 4•:r•;:•:;.. 4 ::�•�
3/4" ANCHOR SCHED ••""
1/4-20 x 1/2" THUMB SCREWS IN �1/4^
MIN S 1/4" 1/4-20 x 1/2" THUMB SCREWS IN MOLLY JACK NUTS AT 24' O.C. 1/2" MIN MAX
MAX MOLLY JACK NUTS AT 24" O.C. OVERLAP
EMBED 0.060" ALUM PANEL BENT ANCHORS AT 11" O.C. FOR P=130psf OR LESS,
0.060" ALUM PANEL BENT 1/4" OR AT 18" O.C. FOR P=80psf OR LESS (USE
TO PROPER ANGLE TO PROPER ANGLE
a w 1 MAX ANY ANCHOR FROM ANCHOR SCHED)
vi u ANGLE MAY VARY
J� ANGLE MAY VARY f CLOSURE ANGLE 8 TRAP MOUNT CLOSURE
w 1/2" 1 z z RE 'D ONLY FOR 4 3" = 1'-D" PLAN VIEW
TYP a a 1° MINi--� `v 1' MIN}—} Q BUILDOUT 2
I I
a, CONDITIONS
SEPARATION i. I ANCHORS AT 11"O.C.FOR EQ
FFROM GLASS I 4• MAX-- 4' MAX P=130psf OR LESS, OI AT 18" D.C. EQ
PER SCHED FOR P=80psf OR LESS (USE ANY
ANCHOR FROM ANCHOR SCHED)
DOSTING HOST ':•:'�•.: �:.a:,,.
ALTERNATE smuCTuRE ''
"h" HEADER MOUNT 6 CORNER CLOSURES
z 3" = 1'-0" MOUNTING SECTION Z N.T.S. PLAN VIEW BUILD -OUT
CLOSURE
2 3' = V-0" PLAN VIEW
j't� NU m J
to :c x
Qauu<a
y cotg W° a
N Lu O
w
3�^3 j
o to z
ti0
a
O
LLl
z
0
O
LL
106-FSC-0007 I
TABLE 1
TABLE 2
1/4-20 MACHINE SCREW AT EACH
PANEL OVERLAP TO JACK -NUT
(THUMBSCREW OPTIONAL)
TYPICAL
STORM
STITCH BOLT
1 PANEL REINFORCEMENT
3 3" = V-0" HORIZ SECT
1 1/2" x 1/8" ALUM STRAP
(6063-76) AT PANEL MIDSPAN
TYP STORM
PANELS
1/4-20 MACHINE SCREW WITH
WASHERED WINGNUT (WWN)
AT EACH PANEL OVERLAP
ALUMINUM STRAP
z PANEL REINFORCEMENT
3 3" = 1'-O" HORIZ SECT
SEPARATION
}—FROM GLASS
PER SCHED
EXISTING
GLAZING
T
V
En u
wU)
zz
QQ
T
1
XN
K
-�
WASHERED
7
WINGNUTS
AT 12" O.C.
•n
=1/4' MAX
T
:y
—1-
#14 x 3/4' SMS AT 6" O.C.
EXISTING
HOST
2x6 CONT. WOOD BUCK W/
STRUCTURE
(3) 1/4' LAG SCREWS TO
(WOOD STUDS
EACH EXISTING WOOD STUD
AT 24" O.C. MAX)
(2" MIN PENETRATION)
2x6 WOOD BUCK
3 TO WOOD STUDS
3 3" = 1'-W MOUNTING SECTION
MAX SPAN SCHEDULE
POSITIVE OR
NEGATIVE
LOAFS
(PSF)
MAX PANEL SPAN
FOR POSITIVE
LOAD
MAX. PAN ELSPAN
FOR NEGATIVE
LOAD
45.33
10'-4•
10'-10,
50.0
10'-01
10'-7"
55.0
9'-9•
10'-2'
60.0
9'-6'
9'-10,
65.0
91-3'
s'-e
70.0
9'-0.
9'-S
74.0
8'-10•
9'-2•
75.0
B' -10•
VA.
78.0
B'-10'
d-01
BOA
8'-y.
8'-8.
85.0
B' -3'
B' - 3'
90.0
7' -9'
T - T
95.0
7'-V
7'-4'
99.33
7'-0•
7'-1'
100.0
7'-0'
T-T
105.0
8'-0•
knrm-
125.0
5' -7'
130.0
5'-5'
S'-S
SPAN SCHEDULE NOTES:
1. SPANS SHOWN IN "MAX SPAN SCHEDULE" ABOVE
ARE MAXIMUM ALLOWABLE SPANS AT EACH RESPECTIVE
DESIGN PRESSURE. THIS SCHEDULE MAY BE USED FOR
ALL PANELS MOUNTED WITH ANY COMBINATION OF
EXTRUSIONS OR DIRECTLY TO HOST STRUCTURE.
2.- TABLES'ABOVE-AREVAUD FOR PANELS MOUNTED
HORIZONTALLY OR VERTICALLY.
3. FOR DESIGN LOADS BETWEEN TABULATED VALUES
USE NEXT HIGHER LOAD, OR LINEAR INTERPOLATION
MAY BE PERFORMED BY A LICENSED PROFESSIONAL
ENGINEER TO DETERMINE ALLOWABLE SPANS.
SEPARATION
FROM GLASS
PER SCHED
-EXISTING
GLAZING Z
EXISTING HOST
STRUCTURE
(WOOD STUDS
AT 24" O.C. MAX)
Q w
a
n
1 wZ
Z
Qna
ce
-WASHERED f a
WINGNU'S
AT 12" O.C.
-r1/4" MAX
-*14 x 3/4" SMS AT 6" O.C.
Ox4"xl/8' ALUM TUBE WITH
(3) 1/4" LAG SCREWS TO
EACH EXISTING WOOD STUD
(2" MIN PENETRATION)
MIN GLASS SEPARTION SCHEDULE
POSITIVE
ESIGN LOADS
(PSF)
SPAN
MIN. SEPARATION FOR
INSTALLATIONS <30FT
ABOVE GRADE
MIN. SEPARATION FOR
INSTALLATIONS> 30FT
ABOVE GRADE
40
8'-1•
2.61"
1.66,
10'-10"
3.50•
3.13"
6'-5'
2.38"
1.17'
5D
B'•1"
2.81"
1.83"
10'-10"
3.69'
3.69,
5-5"
2.38"
121-
60
8'-11
287'
2A4"
10'-1d'
4.37"
4.37"
5-S
238"
128-
70
8'-1"
2-61"
227"
10'-1d'
5.11"
S.11"
U-5"
238"
128'
80
8'-1"
261'
2.39'
10'-19'
5.48"
5.48"
51-6'
23B•
1.33"
90
8'-1"
2.66"
266"
10'-10"
6.35"
B.35"
6'-5"
238"
1.39,
00
ri
8'-1"
2961, ,
298"
GLASS SEPARATION SCHEDULE NOTES:
1. MINIMUM DISTANCE BETWEEN GLAZING AND STORM PANELS NOTED ABOVE
APPLIES TO ALL MOUNTING CONDITIONS, UNLESS NOTED OTHERWISE.
2. FOR DESIGN LOADS & SPANS BETWEEN TABULATED VALUES USE NEXT
HIGHER VALUE, OR LINEAR INTERPOLATION MAY BE PERFORMED BY A LICENSED
PROFESSIONAL ENGINEER TO DETERMINE MINIMUM SEPARATION FROM GLASS.
3. -TABLE ABOVE APPLIES .ONLY _TO PANELS INSTALLED WITHIN THE HVHZ. _
WHEN USED OUTSIDE THE HVHZ, NO GLASS SEPARATION IS REQUIRED SO LONG
AS A MINIMUM PANEL SPAN OF 35" I5 MAINTAINED. THIS MINIMUM PANEL SPAN
ENSURES THAT THE SHUTTER SYSTEM CONSTITUTES A NON -POROUS ASSEMBLY
AS DEFINED IN THE ASTM E1996-02 STANDARD.
LSATS"JO.C.
WING- I 2"x4"(MIN)ALUM ANGLE
SEPARATION z TO EACH RAFTER W/ (4)
FROM GLASS ¢1/4" LAG SCREWS (2"
PERSCHEDS U) MIN PENETRATION)
-EXISTINGGLAZING /4"- 1p a
I---I-I "U" HEADER TO
W7 ALUM ANGLE W/
#14 SMS OR
—1/4-20.THRUBOLT W/ WASHER 1/4-20 THRUBOL75
& NUT AT S" O.C. FOR 356 PSF W/ NUT & WASHER
MAX DESIGN PRESSURES AT 6" O.C, MAX
ANY ANCHOR FROM ANCHOR
SCHED AT 15" O.C. MAX
HOST STRUCTURE
ALUM ANGLE
1"x4" ALUM BUCK COUNTER -TOP
4 TO WOOD STUDS 5 PASS—THRU WINDOW
3 3" = V-0" MOUNTING SECTION 3 3" = V-O" MOUNTING SECTION
EXISTING HOST STRUCTURE
(WOOD RAFTERS AT 24" O.C. MAX)
+EQ
SEPARATION
FROM GLASS
PER SCHED
6 CONN TO WOOD RAFTERS
3 3" = 1'-0" MOUNTING SECTION
s
> L) wE
Q
L co ul
rq
WVI
Nceg3
p w s
0 W ..
aas�
WAN
s�
0
ry
Um �
ti J
L(J s m $ z O
y@y f J a
L, az Q
o�o0
�wFj9 FC
Z n w 8 N
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0
LL
106-FSC-0007 I
3
.. k "anbcce"
TABLE 3
ANCHOR SCHEDULE
ri
0
= G)
ANCHOR
LOAD
(ps0
2-1/2" MIN EDGE DISTANCE -
Spans Up To 6'-0"
CONN TYPE
C3 C4 I CS I Cr, C7
Spans Up To W-B"
CONN TYPE
Cl C2 C3 C4 CS I C6 C7
Spans Up To 10'-10"
CONN TYPE
Cl C2 C3 C4 CS C6. '�' C7
1/4° x 1-3/4" EMBED ELCO
39
"'0"
24.0"
24.0"
24.0"
24.0"
24.0"
24.0"
21.4"
19.7"
24.0"
24.0"124.0"
17.0"
24.0"
13.7"
13.9"
24.0"
15.9':
20.6"
13.6"TAPCON
(3320p51 MIN CONC)
49
24.0"
24.0"
24.0"
24.0"
19.6"
24.0"
13.6"'
13.8"
24.0"
15,8"
20.5"
13.5"
21.8"
9.4"
10.1"
21.8"
10.8"
16.4':
10.8"
58
24.0"
20.0"
18.8"
24.0"
23.7"
24.0
16.5"
23.1"
10.2"
30.8"
23.1"
11.8"
17.3"
11.4"
18.4"
7.3"
8.1"
18.4"
8.4"
13.9"
9.1"
13.4"
24.0"
15.3"
20.2"
13.3"
1B.fi"
7.4"
8.1"
18.6"
B.5" 114.0"
9.2"
ifi.5"
6.3"
7.0"
15.4"
7.1"
12.41.i1301'
NMI!
7.0"
15.4"
7.1"
12.4"
8.2"
16.5'
6.3"
7.D"
15.4"
7.1" 112.4"
B.P'1fi.5"
6.3"
7.0"
15.4"
7.1"
12.4"B,2"
-14 SMS W/POWERS
-
19.0"
23.1"
23.1"117.3"
9.0"
16.0"
9.9" 1
9.2"
16.0"
11.8"112.0"
6.3"
12.8"
6.4"
6.5" 112.8"
7.4"
9.611•:5.0"SCRU-LEAD
x 1-1/2" EMBED
49
..
11.7"
18.4"
17.1"113.8"1
7.2"
12.7"
6.3"
6.4"
12.7"
7.4"
9.6"
5.0"
10.2"
4.4"
4.7"
10.2"
5.0"
7.0-
:4.0"
(3000ps1 MIN CONC)
58
15.5
9.3"
8.7"
15.5"
11.1"
11.7"
5.1"
10.7"
4.8"
5.0"
10.7"
5.5"
8.1"
4.2"
8.6"
3.4"
3.8"
8.6"
3.9"
6.5"-`
3.4"
m,J
72
12.5"
6.1"
6.3"
12.5"
7.1"
1.4"
4.9"
8.7"
3.4"
3.8"
8.7"
3.9"
6.5"
3.4"
7.7"
2.9"
3.3"
7.2"
3.3"
5.8"
3.0"
�*0=0�
130
7.7"
2.9"
3.3"
7.2"
3.3"
S.B"
3.0"
7.7"
2.9"
3.3"
72'1
3.X'
5.8"
3.0"
7.7"
2.9"
3.3"
7.2"
33'
5.8"
3.0"
w
1/4" x 7/8" EMBED POWERS
39
24.0"
24.0"
24.0"
24.0"
24.0"
24.0"
19.0"
24.0"
21.9"
20.Y'
24.0"
24.0"
24.0"
13.2"
24.0"
14.0"
14.2"
24.0"
16.3"
21.1"
10.5"
r
CALK -IN (3000ps1 MIN CONC)
49
24.0"
24.0"
24.0"
24.0"
24.0"
24.0"
15.Z'
24.0"
13.9"
14.1"
24.0"
16.2"
21.0"
10.5"
22.4"
9.6"
10.3"
22.4"
11.1"
16.8"
8.4"
U
58
24.0"
20.5"
19.2"
24.0"
24.0"
24.0"
12.8"
23.6"
10.5"
11.11,
23.6"
12.1"
17.7"
8.9"
18.9"
7.5"
8.3"
18.9"
8.B'
14Z,
7.1"
a
72
24.0"
13.5"
13.7"
24.0"
15.7"
20.6"
10.3"
19.0"
7.6"
8.3"
19.0"
B.7"
14.3"
7.1"
16.9"
6.4"
7.2"
15.7"
7.3"
12.7"
6.3"
*
130
16.9"
6.4"
7.2"
15.7"
7.3" 112.7"
6.3"
16.9"
6.4"
7,2"
15.7"1
7.3" 112.7"
6.3"
16.9"
6.4"
7.2"
15.7"
7.3"
12.7"
6.3"
1/4" x 1-3/4" EMBED ELCO
39
2 E
24.0"
24.0"
24.0"
24.0"
24.0"
23.7"
24.0"
24.0"
22.2"
24.0"
24,0"
24,0"
16.4"
24.0"
15.4"
15,6"
24A"
18.0"
23.2"
13.1"
PANELMATE, MALE OR
49
24.0"
24.0"
24.0"
24.0"
24.0"
24.0"
1B.B"
24.0"
15.3"
15.5"
24.0"
17.8"
Z3.1"
13.0"
24.0"
10.6"
11.3"
24.0"
122'
18.5"
I0.4"
FEMALE (33Z3psl MIN CONC)
58
24.0"
22.6"
21.1"
24.0"
24.0"
24.0"
15.9"
24.0"
11.5"
12.2"
24.0"
13.3"
19.5"�7.
1.0"
20.8"
8.3"
9.1"
20.8"
9.4"
15.6"
8.8"
72
24.0"
14.8"
15.1"
24.0"
17.2"
22.7"
12.8"
20.9"
8.3"
9.2"
20.9"
9.51
15.7"8.9"
18.5"
7.0"
7.9"
17.3"
8.0"
13.9"
7.9"
*
130
18,5"
7,0"
7.9"
17.3"
8.0"
13.9"
7.9"
18.5"
7.0"
7.9"
17.3"
B.0"
13.9"9"
18.5"
7.0"
7.9"
17.3"
8.0"
13.9"
7.9"
1/4" X 14/8' EMBED
39
24.0"
24.0"
21.4"
24.0"
24.0"
19,6"
12.3"
18.0"
11.2"
10.3"
18.0"
13.3"
13.5"
8.5"
14.4"
7.2"
7.3"
14.4'
8.4"
POWERS ZAMAC NAILIN
49
20.7"
15.8"
13.2"
20.7"
19.3"
15.6"
9.8"
14.3"
7.1"
7.2"
14.3"
8.3"
10.8"
6.8"
11.5"
4.9"
5.3"
11.5"
5.7"
8.fi"
SW'
(3000psi MIN CONC)
58
17.5"
10.5"
9.9"
17.5"
12.5"
13.2"
8.3"
12.1"
5.4"
5.7"
12.1"
6.T'
9.1"
5.7"
9.7"
3.9"
4.2"
9.7"
4.4"
7.3"
4.5"
72
14.1"
6.9"
7.1"
14.1"
8.0,
10.6"
6.7"
9.8"
3.9"
4.3"
9.8"
4.4"
7.3"
4.6"
8.7"
3.3"
3.7"
8.1"
3.7"
6.5"
4.1"
130
8.7"
3.3"
3.7"
8.1"
3.7"
6.5"
4.1"
8.7"
3.3"
3.7"
8.1"
3.7"
6.5"
4.1"
8.7"
3.3"
3.7"
8.1"
3.7"
6.5"
4.1"
1/4" X 1-1/4" EMBED ELCO
39
22.4"
22.4"
18.4"
22.4"
22.4"
15.8"
14.5'
15.5'
9.6"
8.9"
15.5"
11.5"
11.6"
10.0"
12.4"
6.2"
5.3"
12.4"
7.2"
9.3"
8.0"
TAPCON
49
17.8"
13.6"
11.4"
17.8"
16.6"
13.4"
11.5"
12.3"
6.1"
6.2"
12.3"
7.1"
9.3"'
8.0"
9.9"
4.2"
4.5"
9.9"
4.9"
7.4"
6.4"
SB
15.1"
9.1"
8.5"
15,1"
10.7"
11.3"
9.7"
10.4"
4.6"
4.9"
10.W'
5.3"
7.8"
6.7"
8.3"
3.3"
3.6"
8.3"
3.8"
6.3"
5.4"
72
12.1"
6.0"
6.l"
12.1"
6.9"
9.1"
7.8"
8.4"
3.3"
3.7"
8.4"
3.8"
6.3"
5.4"
7.4"
3oZ"
6.9"
3.2"
5.6"
4.8"
130
7.4"
3.2"
6.9"
3.2"
5.6"
4.8"
7.4"
3.2"
6.9"
3.2"
5.6"
4.8"
7.4"
3.2"
6.9"
3.2"
5.6'
4.8"
1/4" X 7/8" EMBED POWERS
39
20:3"
120.3"
16.7"
20.3"
20.3"
15.3"
11.0"
14,1"
8.8"
8.1"
14.1"
10.4"
10.6"
7.6"
11.2"
5.6"
5.7"
11.2"
6.5"
8.5"
6.1"
CALK -IN
49
16.2"
12.3"
10.3"
16.2"
15.0"
12.1"
8.8"
11.2"
5.6"
5.6"
11.2"
6.5'
8.4"
6.1"
9.0"
3.9"
4.1"
9.0"
4.4"
6.7"
4.9"
58
13.7"
8.2"
7.7"
13.7"
9.7"
10.3"
7.4"
9.5"
4.2"
4.4"
9.5"
4.8"
7.1"
5.1"
7.6"
3.0"
3.3"
7.6"
3.4"
5.7"
4.1"
72
11.0"
5.4"
5.5"
11.0"
6.3"
8.3"
6.0"
7.6"
30'
33'
7.6"
3.T
5.7"
4.1"
6.7"
2.9"
6.3"
2.9"
5.1"
3.7"
m
130
6.7"
2.9"
fi.3"
2.9"
5.1"
3.7"
6.7"
2.9"
1 6.3"
2.9"
5.1"
3.7"
6.7"
2.9"
6.3"
Z.9"
5.1"
3.7"
p
1/4" X 1-3/4' EMBED ELCO
39
24.0"
24.0"
23.0"
24.0"
24.0"
21.0"
12.1"
19.4"
12.1"
11.1"
19.4"
14.3"
14.6"
8.4"
15.5'
7.7"
7.8"
15.5"
9.0"
11.6"
6.7"
PAN ELMATE, MALE OR
49
22.3"
17.0"
14.2"
22.3"
20.7"
16.7"
9.6"
15.4"
71"
7.8"
15.4"
B.W'
11.6"
5.7"
12.3"
5.3"
5.7"
12.3"
6.1"
9.3"
5.3"
_
FEMALE
58
18.8"
11.3"
10,6"
18.8"
13.4"
14.1"
8.1"
13.0"
5.8"
5.1"
13.0"
6.7"
90'
5.6"
10.4"
4.1"
4.6"
10.4"
4.7"
7.8"
4.5"
7Z
15.2"
7.4"
7.1"
15.2"
B.fi"
11.4"
6.5"
10.5"
4.2"
4.6"
10.5"
4.8"
7.9"
4.5"
9.3"
3.5"
3.9"
8.7"
4.0"
7.0"
4.0"
*
130
9.3"
3.5"
3.9"
B.7"
4.0"
1 7.0"
1 4.0"
9.3"
3.5"
3.9"
B.7"
4.0"
7.0"
4.0"
9.3"
3.5"
3.9"
8.7"
4.0"
7.0"
4.0"
1/4" X 1-1/8' EMBED
39
24.0"
24.0"
20.6"
24.0"
24.0"
18.8"
13.1"
17.4"
10.8"
10.0"
17.4"
12.8"
13.0"
9.1"
13.9"
6.9"
7.0"
13.9"
8.1"
10.4"
7.3"
POWERS ZAMAC NAILIN
49
20.0"
15.2"
12.8"
20.0"
18.6"
15.0"
10.4"
13.8"
6.9"
7.0"
13.8"
8.0"
10.4"
7.2"
11.0"
4.8"
5.1"
11.0'
5,5"
8.3"
5.8"
SB
16.9"
10.11"
9.5"
16.9"
12,0"112.7"
8.8"
11.7"5.9'
11.7"
6.0"
S.B"
fi,l"
9.3"
3.7"
4.1"
9.3"
72
13.6"
6.7"
6.B"
13.6"
7.7"
10.2"
7.1"
9.4"
3.7"
4.1"
9.4"
4.3"
7.1"
4.9"
8.3"
3.2"
3.5"
7.8"
130
8.3"
3.2"
3.5"
7.8"
3.6"
6.3"
4.4"
B.3"
3.2"
3.5"
7.8"
3/4" MIN EDGE DISTANCE
#14 X 1.1/2" EMBED WOOD
39
24.0"
24.0"
24.0"
24.0" 24.0"
24.0"
13.7"
24.0"
22.1"
20.4"
24.0"
24.0'
24.0"
9.5"
24.0"114.2"
14.4" 24.0"
16.5'
21.4"
7.6"
SCREW
24.0"
24.0"
24.0" 24.0"
24.0"
10.9"
24.0"
14.1"
14.3"
24.0"
16.4"
21.3"
7.6"
22.6"
9.7"
10.422.6"
11.2"
17.0"
6.1"
24.0"
20.8"
19.3"
24.0"24.0"
24.0"
9.2"
23.9"
10.6"
11.2"
23,9"
12.2"
18.0"
6.4"
19.1"
7.6
8.4" 19.1"
8.7"
14.4"
5.1"
24.0"
13.7"
13.9"
24.0" 15.9"
20,9"
7.4"
19.3"
7.7"
8.4"
19.3"
8.8"
14.5"
5.2"
17.1"
6.5'
7.2" 15.9"
7.4"
12.8"
4.6"17.1"
6.5"
7.Z"
15.9" 7.4"
12.8"
4.6"
17.1"
fi.5"
7.2"
15.9"
7.4"
12.8"
4.6"
17.1"
fi.5"
7.2" 15.9"
7.4"
12.8"311V
X 1-7/8° EMBED ELCO
F4924.0"
24.0"
24.0"
24.0"
24.0" 24.0"
24.0"
20.5'
24.0"
24.0"
24.0"
24.0"
24.0"
24.0"
14.2"
24.0"
IB.7"
iB.9" 24.0"
21.7"
24.0"
11.4"
PANELMATE, MALE OR
24.0"
24.0"
24.0"
24.0" 24.0"
24.0"
16.4"
24.0"
18,5"
18.8"
24,0"
21.5"
24.0"
11.3"
24.0"
12.8"
13.7" 24.0"
14.7'
22.4.FEMALE
24.0"
24.0"
24.0"
24.0" 24.0"
24.0"
13.8"
24.0"
13.9"
14.8"
24.0"
16.1"30.0
11.4"
18.9"24.0"
I8.0"
18.3'
24.0" 20.9"
24.0"
111"
24.0"
10.1"
11.1"
24.0"
11.5"
19.0"
7.7"
22.4"
a.S"
9.7"
16.8'.
2e 4"
B.5"
9.5"
20.9" 9.7"
16.8"
6.8"
22.4"
8.5"
9.5"
20.91,
9.7"
16.8"
5.8"
122.4"
8.S"
I 9,5" 20.9"
9.7"
116.81,
1 6.8"
ANCHOR NOTES:
1) "ELCO PANELMATE" ANCHORS FOR USE IN CONCRETE,
HOLLOW BLOCK, OR WOOD MAY BE MALE OR FEMALE, AS
ILLUSTRATED.
2) ENSURE MINIMUM 2-1/2" EDGE DISTANCE FOR ALL
ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE
DISTANCE OF 3/4" IS ACCEPTABLE FOR ANCHORS TO WOOD.
3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR
SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE
EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES.
4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS.
5) WHERE EXISTING STRUCTURE IS WOOD FRAMING,
EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,
NOT INTO PLYWOOD.
6) WHERE ANCHORS FASTEN TO NARROW FACE OF STUD
FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL
2X4 (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS
ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD HOST
STRUCTURE SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER
SPECIFIC GRAVITY.
7) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS
CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE
ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND
PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY.
8) 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.
9) ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT
ACCEPTABLE FOR USE.
10) * DESIGNATES REMOVABLE ANCHORS WHIC ARE
ACCEPTIBLE FOR USE IN DIRECT MOUNT CONDITIONS.
06-FSC-0007
4