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6.8 STREAMLINE SHUTTER
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE SEVENTH EDITION (2020), FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE
ZONE, AND THE INTERNATIONAL BUILDING CODE (IBC) AND. INTERNATIONAL RESIDENTIAL CODE
THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN
A E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION.
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA
BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE
CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5
SAFETY FACTOR.
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED WIND ZONES
1-3, IN ACCORDANCE WITH ASTM 1996. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS
INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND
LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN.
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85
SHALL BE USED.
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
6IG15-23 OF THE FLORIDA ADMINISTRATIVE CODE.
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN.
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS.
12, WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND ]USTIFY THE
DEVIATION,. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL.
13, EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM
INFORMATION: TOWN & COUNTRY INDUSTRIES
FORT LAUDERDALE, FL
9LB MISSILE LEVEL D - ASTM E1886, E1996 & E330
TAS 201, 202 & 203
FLORIDA PRODUCT APPROVAL NUMBER
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25
K.S.I.
15. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A
MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM. ALLOY.
16, ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR
BOX LOCK AT CENTER OR SIDE CLOSURE.
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.
18. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS.
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10".
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH.
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED.
22. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK,
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE.
TABLE 1:
ACCORDION SHUTTER
SPAN SCHEDULE
POSITIVE
NEGATIVE
SHUTTER DESIGN
DESIGN
SPAN PRESSURE
PRESSURE
PSF
(PSFI
72"
100
100
99"
70
70
120'
53
53
144"
43
40
TABLE 1 NOTES:
1. DESIGN PRESSURES SHOWN IN "ACCORDION
SHUTTER SPAN SCHEDULE" ABOVE ARE
MAXIMUM ALLOWABLE DESIGN PRESSURES
AT EACH RESPECTIVE SHUTTER SPAN.
2. LINEAR INTERPOLATION BETWEEN SHUTTER
SPANS IS NOT PERMITTED. FOR SPANS
BETWEEN THOSE INDICATED ABOVE, THE
DESIGN PRESSURES FOR THE NEXT HIGHER
SPAN SHALL BE USED.
UNLIMITED WIDTH
"wo
HURRICANE PROTECTION
LOCKI
r
` ACCORDION
1 SHUTTER ELEVATION
N.T.S. EXTERIOR ELEV
TABLE 2:
MINIMUM SEPARATION FROM GLASS
HVHZ
NON-HVHZ
SEE NOTE 3
SHUTTER
SPAN
INSTALLATIONS
<_ 30 ABOVE
GRADE
INSTALLATIONS
> 30' ABOVE
GRADE
INSTALLATIONS
<_ 30' ABOVE
GRADE
INSTALLATIONS
> 30' ABOVE
GRADE
2-1/4"
1-5/8"
2-3/8"
1-518"
"
3-1/2"
1-7/8"
3-5/8"
1-7/8"
12 '
4-1/8"
T
4-1/4"
2"
144"
4-7/8"
T
5"
2"
VISIT ECAL.C.10/26160 �s P
FOR SITE SPECIFIC DEVIATIONS
8 MORE INFORMATION ABOUT THIS DOCUMENT
'
OR SCAN THIS OR CODE
VISff ENGINEERINGE%PRESS.COM/STOREIE
FOR ADDITIONAL PLANS. REPORTS 6 RESOURCES
2 .
FRANK BENNARDO, PE
PE* 0046549 CAt9885
01J271/2021
ICK
TABLE 2 NOTES:
1. HVHZ: DEFINED AS MIAMI-DADE
TOONTY AND BROWARD COUNTY
FLORIDA.
2. NON-HVHZ: DEFINED AS ALL
�a,Ti61�5 OTHER THAN
MIAMI-DAD E COUNTY AND
BROWARD COUNTY FLORIDA.
3. SEPARATION FROM GLASS
IS NOT REQUIRED FOR
INSTALLATIONS IN WIND
ZONES 1-3 UNLESS LOCAL
a
o e
m
a 3
'
=
w b
A
u3
m
LL
m
x di
gg
z 25
MUNICIPALITY HAS
y
ADOPTED ADDITIONAL
CRITERIA.
4. INSTALLATIONS IN WIND ZONES 1
THROUGH 4 OUTSIDE OF THE HVHZ
t
WITH SPANS LESS THAN 30" SHALL
HAVE 2-7/8" MINIMUM SEPARATION
FROM GLASS WHEN 5 30' ABOVE
GRADE, AND 1-5/8" WHEN > 30'
ABOVE GRADE.
°� H
i
ry 5;
Ci7Y?164f[
Ti%VHEEW
ESPY'
20-26160
5. LINEAR
SHUTTER SPANS IS NOT LATION BETWEEN
PERMITTED. FOR SPANS BETWEEN
THOSE INDICATED ABOVE, THE
SEPARATION FROM GLASS FOR THE
SCALE:
PAGE DESCRIPTION:
NEXT HIGHER SPAN SHALL BE
USED.
-
6. SEPARATION FOR GLASS OUTSIDE
OF THE HVHZ HAS BEEN
DETERMINED IN ACCORDANCE
WITH ASTM E1996.
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GLAZING
S� N
ANGLE EMgE
LEG D P.ECITON—
EMBED. 17) T �F (INTERIOR) �I
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t 13 13 SCHEDULE @ 18" O.C.
13 J #12 x 1/2" GALVANIZED OR S.S. SMS,
5-80" (TYP.} j 3/16"0 ALUM. POP RIVET, OR 1/4-20
SE (1) GRASS PUSH LOCK OR (i) i•iACHINE BOLT a NUT C is" O.C.
(EXTERIOR) S116-1B TU UMB SCREW INTO THREADED
INSERT 07 AT 1/3 SPAN TO 2/3 SPAN
T APICAL PLAN VIEW FROM BOTTOM OF SHUTTER. RECEIVING END STRIP SCHEDULE
HOLE SHALL BE 3/8" MAX WIDTH UP TO
SCALE: 3" = V-0" 1" HEIGHT.
USE (1) BRASS PUSH LOCK
OR 111 5/16-16 THHUMB
SCREW 10 THREADED LOCKING DETAILS FOR
INSERT C37] AT 1/3 SPAN CENTER MATES
TO 2/3 AN FROM SHOWN ON RANDOM
BOTTOM OF $NUTTER.
RECEIVING HOI F SHAI I. BE 30 13 DETAILS
31$" MAX WIDTH, UP T
1" HEIGHT. 3Q
's7s13
(INSIDE) ' '
U7 N
N _ W
g�� I
j
a tL l
p SILL g' W
L
U Z
v �
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INSERT
5/16-18 THUMB
S
SCREW ! O THREADED
INSERT Ci71 AT O SPAN
TO 2/3 N FROM
BOTTOM OF SHUTTER.
RECEIVING HOLE SHALL BE
PSF
I SPAN
1" B/O (2.7")
®
G2
72
108"
1 10I)"
82
9A."
11
80'
_ff 8
2
83"
3" 00
62
86 "
y((4.7')
( 4�9
82
7»'
ALT. 1" B/O
(2.7")
0
82
72
i1cr,
1 11
2
5
All
1 1
1.5"x3
45
93"
xO.093"
2
E7"
57
63"
O
GO
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7&"
73
73'
2"x3"
45
13W
57
123
xO.125"
O
60
1
70
111"
1 '
FOR GREATER SPANS OR LOADS THAN
SHOWN IN END STRIP SCHEDULE, END
STRIPS REQUIRE A 1'•Xl" .090" CLIP ANGLE
MID SPAN USING ANY ANCHOR ON THE
ANCHOR SCHVILLE & 614X!/4" ILK
SCREW OR 1/4-20 BOLT TO END STRIP.
(OUTSIDE)
afn MA wIuIN, ue I
1" HEIGHT. 3
TYPICAL OUTSIDE CORNER CLOSURE
CCi DETAILS WO/CORNER POST - -
NTS
13
SILL
CC2 OTYPICAL INSIDE CORNER CLOSUREi= w
DETAILS WO/CORNER POST
NITS
FRANK BENNARDO,PE
PEK 0046549 CA#9B85
SEE END STRIP 01l/27,1 2021
SCHEDULE FOR MAX.
z ry SPAN WHEN USING
J r 20, 40a, 40b OR 40c. f6
1? / 1/4" OR 6.8 STARTER lJ I O
R l7 WrM 21 OR 25. Z s
a: M u ❑
21 25 ULN
iu V1 _
FASTEN ANGLE TO TRACK W/ Z O ui = I o a
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6RNER, TOP &BOTTOM- AND rcL w g=0
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#12 x 1/2" GALVANIZED OR (L S x
nary
S.S. SMS, 3/16"0 ALUM. POP W 0' _J -O� w
RIVET, OR 1/4-20 MACHINE x
Al TCpAl ATC CADS C_TAIO DCTr IL S LL V
BOLT & NUT C.iw O.C.
NTH 6.8 STARTER AND ANGLE In of w
SCALE: 3" = T-0" ANY TRACK W/ R
O w
SCREW BOSSES. tD 0
N
n
SEE END STRIP
SCHEDULE FOR MAX.
SPAN WHEN USING W" r
20, 40a, 40b OR 40c,
c�7 a 1/4" OR 6.8 STARTER Q o
w MAX, WITH 21 OR 25. m L'i .0 M
oa m�
LL
USE APPROPRIATE
STARTER STRIP TO f
4 20 PROVIDE CLOSURE m a
FOR G W
` BUILDING CONDITIONS. c 3 p
[j FASTEN STARTER STRIP S
TO (RACK W/ (2) 4t1Ux1" ar
SCREWS AT CORNER, TOP
ALTERNATE END STRIP DETAIL & BOTTOM. a
SCALE: 3" = 1'-O" ANY TRACK W/SCREW 3:
BOSSES.
EXISTING GLASS
N USEI [1] BRASS PUSH LOCK INSIDE
a OR 1) 5/16-16 THUMB
(INSIDE)
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Y INSERT S'P Ai 1/3 SPAN SILL
BOTTOM OF SHUTTER
ER
Wyf `'_/tv (OUTSIDE) 1 20-26160
USE (1) BOX LOCK AT 1/3 SCALE'
SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION:
BOTTOM OF SHUTTER
MULTIPLE SHUTTER ASSEMBLY .I •-
SCALE: 3" = T-O" //I
FRANK BENNARDO, PE
PE# 0046549 CA#9885
2FASTENERS
EACH ANGLE
1"x2"x1/8"
OR2"x2"x1/8"
ALUM. ANGLE —
THREE 3/16"0 ALUM.
POP RIVETS OR
THREE #12 SMS, TYP
TABLE A (c{3)
PRESSURE VS ALLOWABLE LENGTH
PSF
2"x2"xl 8"
No BI
3"x3"x118"
No AID
62
130"
188"
72
124"
179"
82
119"
172"
92
114"
165"
102
110"
160"
120
104"
117"
150
97
131"
200
88•
114"
3/16 RIVET OR #12 SMS
@ 18" O.C. OR 1/4-2Q
NUT & BOLT (TYP.).
ALUM. TUBE`
6063-T6 ALLOY
SEE TABLE B FOR SIZE.
1" x 2" x .093" 6063-T6
ALUM. ANGLE, TYP. t;
ALUM. TUBE
606.3-T6 ALLOY
SEE TABLE A FOR SIZE.
3/16"91 ALUM. POP
17 RIVET OR #12 SMS
@ 18" O.C. (TYP.)
MAY USE MALE OR
Cl CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACIN
i ' \ Cl CONNECTION TYPE
\ REFERENCE ANCHOR
\ SCHEDULE FOR MAX.
SPACING
I ~
of
1 ALTERNATE THRU BOLT
Cl CONNECTION TYPE
_ REFERENCE ANCHOR
SCHEDULE FOR MAX.
�'I I SPACING
GLASS
f OR DOOR —
— 4 _
FEMALE LOCK -SLAT
13 ALTERNATE THRU BOLT —
15 CONNECTION TYPE Cl CONNECTION TYPE
&TYPICALN CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR
SCHEDULE FOR MAX. SCHEDULE FOR MAX.
SPACING
TABLE B (cc4)
PRESSURE VS ALLOWABLE LENGTH
PSF
2"x2"x3 8"
WrrH 0
T'0' 118"
WITH BOO
62
113"
1(6"
72
107"
157"
82
101"
147"
92
95"
139"
102
90"
132"
120
83"
122"
lsu
74"
109"
20u
61"
99"
3/16"0 ALUM. POP
RIVET OR #12 SMS
@ 18" O.C. (TYP.)
2FASTENERS
EACH ANGLE
THREE 3/16"0 ALUM.
o POP RIVETS OR
17 THREE #12 SMS, TYP.
o a 1" x 2" x 1/8"
OR2"x2"x1/8"
ALUM. ANGLE
USE MALE OR FEMALE
LOCK -SLAT
#12 x 1/2" GALVANIZED
CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S. SMS, /4- ALUM.
NTS POP RIVET, ORR 1/4-ALUM.
MACHINE BOLT & NUT
@ 18" O.C.
EXISTING HOST
STRUCTURE
1/2"
MN CLASS
SEPARATION
PER TABLE 2
1/4-20 MACHINE BOLT
W/NUT @D 12" O.C. OR
#14 SMS p 6" D.C.
(TYP. TOP & BOTTOM)
WASHER (TYP.)
SMS @ 9" O.C.
�`iA GLE T
m ANGLE TO TUBE CONNECTION
l
EXISTING HOST
EMBE{7.
6063�T6 ALUM. TUBE
STRUCTURE
5 CONNECTION TYPE
EDGE DISTANCE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
FASTENER @ 18
O.C.
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SCALE: 3"=
IN ANCHOR SCHEDULE}.
tt
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D T REFERENCE ANCHOR
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SPACING
EXISTING CONCRETE,
13 13 BLOCK OR WOOD FRAMING
5
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GLASS SEPARATION Q
OR DOOR PER TABLE 2 1 6
d W
Lu OW U
u tI
a
�Y 2 W a
IAWa
X IA V1
a=W
EHF
W�
J In
�fn
1/4" MAX. FROM PIN GUIDE
- TO BUSHING WASHER (TYP.)
TWO 1/4"o WOOD
LAG SCREWS @ 24"
O.C. MAX. WITH 2"
THREADED PENETRATION
"T" INTO CENTER OF 2X STUDS
EMB. "T' 14 SMS @ MIDSPAN BETWEEN
STUDS FOR TRACK TO 1" x 4"
PLYWOOD & TUBE CONNECTION
STUCCO FINISH 1" x 4" x .125"
6063-T6 ALUM, TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING
EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING.
OWALL MOUNT SEG110N I THIS DETAIL MAY
SCALE, 3"= 1'- 0" ALSO BE USED
AT TOP
ACCORDION SHUTTER
PER PRODUCT APPROVAL,
APPLICABLE AT TOP
AND/OR BOTTOM
, 2" OR T!
1/2" MIN.
2" x 3" x'/B" x CONTINUOUS OR
2" x 2" x'/8" x CONTINUOUS-, J
6061-T6 ALUMINUM ANGLE "N
' MR GLASS
'D SEPARATION
PER TABLE 2
Z
X
a a
F a
2.175" 3 6
0.9" MIN. THICK 6061-T6 ALUM TRACK
ANGLE FASTENED TO
f> .i'' FASTENED TO ANGLE WITH 1/4-20
'
EXISTING 3 KSI CONCRETE
.%
- MACHINE SCREWS AT 3" FROM ENDS
I
HOST STRUCTURE WITH
AND 9" O.C. FOR THE BALANCE
'/a"0 DEWALT ULTRACONS
- EXISTING CONCRETE HOST
AT 3" FROM ENDS AND 4"
2-1/2" MIN. STRUCTURE (3000 PSI MIN)
O.C. FOR BALANCE WITH
13/," MIN EMBEDMENT AND
MAX. DESIGN LOAD AT 5'-0" MAX SPAN: EXISTING CONCRETE,
2%" MIN EDGE DISTANCE,
t 62 P.S.F. HOLLOW BLOCK OR
STAGGERED WITH 3" MIN.
MAX. DESIGN LOAD AT 6'-0" MAX SPAN: WOOD FRAMING. SEE
SPACING, TYP.
t 52 P.S.F. ANCHOR SCHED.
BASED ON TYPE OF-)
HO BUILDOUT MOUNT STRUCTURE
SCALE 1NTS
GLASS OR
DOOR
MR GLASS
SEPARATION
PER TABLE 2
W
W J
~m
Ln_I
VI
3 0
f Z W
170�
w��
J JD Z
„a
C4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
250" FROM PIN
JIDE TO BOTTOM
OF WASHER
f J LEXISTING HOST STRUCTURE
Na DECORATIVE FLOOR TRACK DETAIL
SCALE : 3"= V- 0"
a
—GLASS
W '
F o
OR DOOR
13 = in
n
X Q
a a
F
EXISTING WOOD (G=0.42)
TRUSS OR RAFTER
1/4" MAX. FROM PIN GUIDE
@ 24" MAX. O.C.
TO BUSHING WASHER (TYP.)
EXISTING FINIS
1/4" TILE (TYP.)
MATERIAL
FINISH MATERIAL
2" x 5" x 1/8" 6063-T6
3/4" PLYWOOD
ALUM. ANGLE W/ THREE
X
1/4"0 A325 GRADE THRU BOLT @ 7" O.C.
1/4"0 WOOD LAG
^-`
OR 5/16"0 A325 GRADE THRU BOLT @ 12" O.C.
SCREWS WITH 2-3/4"
GALV. OR S.S.
MINIMUM THREADED
E 0
1/4"0 DEWALT ULTRACON TO
PENETR. "T" IN WOOD @
CONCRETE/CMU
EACH RAFTER OF TRUSS,
+`
5" O.C. W/1-1/4" MIN EMB.
24" O.C. MAX. WHERE
rc
OR 1/4"0 LAG SCREW @ 9" O.C. W/1-7/8"
ANGLE EXTENDS BEYOND
MIN. EMB. IN WOOD SG=0.42. TO 0.55.
LAST TRUSS MORE THAN
r
6", EXTEND ANGLE TO
NEXT TRUSS.
2" x 5" x 1/8" CONT.
ALUM. ANGLE (6063-T6)
(MAX. DESIGN LOAD 3 72 P.S.F.)
PASS THRU DETAIL
Hb SCALE : 3"= 1'- 0"
TRUSS MOUNT SECTION
SCALE : 3"= 1'- 0"
01,/27,/2021
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ANCHOR SCHEDULE: CONCRETE
FRANK BENNARDO, PE
P.4 0046549 CA#9885
u
V, s
O N
ANCHOR
LOAD
(psf)
2.5' MIN EDGE DISTANCE
5 ahs U To 6'-0"
CONN TYP
Cl C2 C3 -4 G$
�� Spzlhs Uo TO 8'•3"
CONN TYPE
Cl C2 j C3 C4 C5
.pans Up Ts 12'-0"
CONN TYPE
Cl j C2 C3 C4 C5
1/4" ITW TAPCON OR ELCO
IULTRACON WITH 1-3/4"
IEMBED (3192psi MIN CONC)
43
16.0"
16.0"
15.(P
1 .
16.0"
16.0"
16.0"
9.0"
13.0"
16.0"
16.0"
9.51' 5.5"
8.5"
14,5"
53
16.0"
16.0"
10.5"
14.5"
16.0"
16.0"
12:0"
7.0"
10.5"
16.0"
15.0,
7z" 14.5"
7.5"
30.5"
62
16.0"
16.0"
8.5"
12.5"
16.0"
16.0"
9.5"
5.5"
8.5"
15.0"
15.0"
7.5" 4.5"
7_5"
10.5"
70
16.0"
13.0"
7.0"
11.0"
16.0"
15.5"
8.O"
5.0"
7.5"
11.5"
15.0"
7.5" 4.5"
7.5"
10,5"
100
15.0"
7.5"
4.5"
7.5'
10.5"
15.0"
7.5"
4.5'
7.5"
10.5"
15.0"
7.5" 4.5"
7.5"
10.5"
1/4" MILLENIUM MILLFAST
WITH 1-3/4" EMBED (3275psl
MIN CONCRETE)
43
16.0"
16.0"
15.0"
16.0"
16.0"
16.0"
16.0"
9.0"
13.5"
16.0"
16.0"
8.5" 5.5"
9.0"
13S"
53
16.0"
16.0"
11.0"
15.0"
16.0"
16.0"
11.0"
7.0"
10.5"
16.0"
13.5"
7.0" : 4.5"
7.5"
9.5"
62
16.0"
15.0"
8.5"
13.0"
16.0"
16.0"
8.5"
5.5"
9.0"
13.5"
13.5"
7.0"
4.5"
7.5"
9.5"
70
16.0"
12.0"
7.0"
11.0"
16.0"
14,0"
7.0"
4.5"
8.0"
10.5"
13.5"
7.0"
4. S'I
7.5"
9.5"
100
13.5"
7.0"
4.5"
7.5"
9.5'
13.5"
7.0"
4.5"
7.5"
9.5"
13.5"
7.0"
4.5'
7.5"
9.5"
1/4" DEWALT CRETEFLEX
SS4 W/ 2" EMBED (3350psi
MIN CONC)
43
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
13.5"
16.0"
16.0"
16.0"
12.5"
8.0"
13.0"
16.0"
53
16.0"
16.0"
16.0"
16.0"
16.0"
16AT
16.D"
10.0"
15,S"
1&0"
16.0"
10.0"
6.5"
11.0"
14.0"
62
16,0"
16.01,
12.5"
16.0"
16.0"
16.0"
I2.5"
8.0"
13.0"
16.0"
16.0"
10.0"
6.5"
11.0"
14.0"
70
16.0"
16.0"
.10.5"
16.0"
1fi.0"
16.G"
10.5
7.0
11.5"
15.0"
16.0"
10.0"
6.5"
11.0"
14.0"
100
16.0"
10.0"
6.5"
11.0"
14.0"
16.0"
10.0"
65"
11.0"
14.0"
15.0"
10.0"
6.5"
11.0"
14.0"
1/4" ITW TAPCON OR ELCO
ULTRACON WITH 1-3/4"
EMBED (3192psi MIN CONC)
1" MIN EDGE
DISTANCE
Cl
I C2
C3
C4
C5
C1
C2
C3
I C4
CS
Cl
C2
C3 C4
CS
43
16.0"
16.0"
7.5"
8.0"
16.0"
16.0"t6,'.05'
5.0"
5.5"
16.0"
15.0"
9.0"
3.0" 4.0"
14.0"
53
16.0"
16.0"
5,5"
6.5"
+16.0""
16.0"4.5"
16.0"
14.5"
7.5"
10.0"
62
16.0"
"
5.5"
16.0"
16.0"4.0"
14.5"
14. S'
7.5"
10.0"
70
16,0"
"
5.0"
16.0"
15.0"11.0"
14.5"
7.5"
10.0"
100
14.5"10.0"
14.5"10.0"
14.5"
7.5'
10.0"
1/4" MILLENIUM MILLFAST
1-3/4" EMBED (3275psi
MIN CONCRETE)
43
16.0"
0"
13.5"
16.0"
16.0".5"
9.5"
16.0"
13.0"
7.0'
4.0" 6.5"
10.5"WITH
53
16.0"
116.0"11.0",
0"
11.0"
16.0"
16.0"5.0"
7.5"
16.0"10.5"
5.5"
5.5"
7.5"
62
16.0"
"
9.0"
16.0"
13.5"4.0"
6.5"
11.0"
10.5"
5.5"
5.5"
7.5"
70
16.0"5"
8.0"
16.0"
11.5"5.5"'
8.5"
10.5"
S.5"
5.5"
7.5"
100
.10.51,5.5"
TS"
10.5"5.5"
7.5"
10.5"
5.5'
5.5"
7.5"
u
Z
Ou
1/4" ALL -POINTS SOLID -SET
ANCHOR W/ 7/8" EMBED &
1/4-20 SS MACHINE SCREW
(3000psi MIN CONC)
.1-0
1-1/4"
MIN
EDGE
DISTANCE
Cl
C2
C3
C4
C5
C1
C2
C3
C4
C5
Cl
C2
C31 C4
CS
43
16.0"
16.0"
8.5"
10.5"
16.G"
16.0"
12.0"
=7.5"
16.U"
12.5"
6.5"
3.0" 5.0"
10.0"
53
.16.0"
15.0"
6.5"
8.0"
16.0"
16.0"
8.5"'
4.0"
6.0."
15.5"
10.0"
5.0"
4.0"
7.0"
62
16.0"
11.0"
5.0"
7.0"
15.D"
12.5"
6.5"
3.5"
5.0"
10.0"
10.0"
5.0"
4.0"
7.0"
70
16.0"
9.0"
4.5"
6.0"
15.0"
10.5"
1. 1"
3.0"
4.0"
8.0"
10.0"
5.0"
4..0"
7.0"
100
10.0"
5.0"
4.0"
707700
5.0"
4.0"
7.0"
10.0"
5.0"
4.0"
TO"
1/4" ALL -POINTS SOLID -SET
ANCHOR W/ 7/8" EMBED &
1/4-20 SS MACHINE SCREWE4316.0"
MIN CONC)
3"
MIN EDGE DISTANCE
Cl
I C2
I C3
C4
CS
I Cl
C2
C3
C4
C5
Cl
C2
C3
C4
C5
16.0"
16.D"
16.0"16-V16.0"
16.0"
11.5"
16.0"
16.0"
16.0"
11.0"
7.0"
11.0"
16.0"(3000psi
16.0"
13.5"
16.0"
16.0"
16.0"
14.0"
8_S'
13.5"
16.0"
16.0"
8.S'
S.5"
9.5"
12.0"
16.0"
10.5"
16.0"
16.0"
16.0"
11.0"
7_0"
11.0"
16.0"
16.0"
8.5'
5.5"
9.5"
12.0"
15.0"
9.0"
14.0"
16.0"
16.0"
9.0"
6.0"
10.D"
13.0"
16.0"
8.5".
S.5"
9.5"
12,0"
8.5"
5.S"
9.5"
12.0"
1&0"
8.5"
5.5"
9.5"
12.0"
16.0"
B.5"
5f'
9.5"
12.0"
1/4" DEWALT SS DROP -IN
W/ 1/4-20 SS BOLT AND
1" EMBED (3000psi MIN
CONC)
2-5/8"
MIN
EDGE DISTANCE
Cl
C2
C3
C4
C5
Cl
C2
C4
CS
C1
C2 C3
C4
C5
43
16.0"
16.0"
14.0"
16.0"
16.0"
16.0"
14.0"
12.5"
16.0"
14.0"
7,5" 5.0"
8:0"
I1.5"
53
16.0"
16.0"
9.5"
14.0"
16.0"
16.0"
9.5"
1R.0"
16.0"
11.5"
6.0" 4.0"
7.0"
8.0"
62
16.0"
12.5"
7.5"
12.0"
16.0"
14.5"
7.5"
8.5"
:4.0"
11.5'
11.5"
6.0E 4.0"
7.0"
80"
70
16.0"
50.0"
6.5"
10.5"
16.0"
12.0"
6.0"
7.5"
9.0"
11.5"
6.0" 4.0" 7.0"
&o..
100
11.5"
6.0"
4.0"
7.0"
8.0"
11.5"
6.0"
7.0"
8 1P'
11.5"
6.0" 14.0" 7.0"
8.0"
1/4" DEWALT SS DROP -IN
W/ 1/4-20 SS BOLT AND
1" EMBED (3000psi MIN
CONC)
3-1/2"
MIN
EDGE DISTANCE
Cl I
C2
C3
C4
C5
Cl
C2
C3 C4
CS
Cl
C2
C3 C4
C5
43
1's 0"
16,0"
IS,o"
16.0"
16,0"
16.0"
14.5"
9, 0" j 13.5"
16.0"
15.0"
7.5...
5.0" 9.0"
12.0"
53
16.0.
15.0"
le. 5"
15.0"j1fi.G"
16f.
10.0"F6.0"
12.0"
6.0"
4.0" 7.5"
8.5"
62
16.0"
13.0"
8.0"
12.5"
1fi, 0"
15.0"
8.0"
5.0" 9.0"
12.0"
12.0"
6,0"
4.0"
70
16.0"
ID.T'
7.0"
11.0"
16.G"
12.5"
6.5"
4.5" 8.0"
9.5"
12.0"
6.0"
4.0" 7.5"
8.51'
1DO
12.4"
6.0"
4.0"
7.5"
8.5"
12.0"
G.0"
4.0" 7.5"
8.5"
12.0
6.0"
4.0" 7.5"
8.5"•
#12 SMS W/2"EYEWALL
ARMOR INSERT W/ 2" EMBED
(2000psi MIN CONC)
2"
MIN EDGE DISTANCE
Cl
C2
C3
C4
C5
Cl
C2
C3
C5
Cl
C2
C3
C4
C5
43
16.0"
16.0"
1L5"
14.0"
16.0"
16.0"
16.0"
7.5"
1L
16.0"
9.0"
4.5"
6.5"
13.5"
53
16.0"
16.0"
8.51'
11.0"
15.G"
16.0"
11.5"
5.5"
16.0".
14.0"
7.0"
3.5"
5.5'
10.0"
62
16.0"
.15.0"
7.0"
9.5"
16.0"
14,5"
9.0"
4.0"
14.0".
14.0"
7.0"
3.5"
5.5"
10.0"
70
16.0"
12.0"
6:0"
8.0"
16.0"
14.5"
7.5"
4.0"
d6.C
10.5"
14.0"
7.0"
3.5"
5.5"
10.0"
100
14.0"
7.0"
3.5"
5.5"
10.0"
14.0"
7.0."
3.5"
10.0"
14.0"
7.0"
3.5"
5.5"
10.0"#12
SMS W/ 2.75" EYEWALL
ARMOR INSERT W/ 2.5"
EMBED (200Gpsi MIN CONC)
43
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
10.0"
16.0"
16.0"
11.5"
6.0"
9.5"
16.0"
53
16.0"
16.0"
12.0"
16.0"
16.0"
16.0"
15.0"
7.5"
16.0"
16.0"
9.0"
5.0"
8.0"
13.0"
62
16.0"
16.0"
9.5"
13.5"
16.0"
16.0"
11.5"
6.5"
9.5"
16.G"
16.G" Iii
9.0"
5.G"
8.0"
70
16.0"
16.0"
&0"
11.5"
16.0"
16.0"
9.S"
S.5"
8.5"
14.0"
I6.0"
9.0"
5.G"
8.0"
100
16.0..
9.0"
5.0"
8.0"
13.0"
16.G"
9.0" 1
5.0" 1
8.C"
13.0"
I5.G" 1
9.0"
5.G"
8.0"
13.0"
01; 27/2021
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NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING.
SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
- C2 CONNECTION TYPE USING PIECE ® WITH OUTSIDE
ANCHORS ONLY N
- C4 CONNECT10N1 TYPE USING PIECE ® WITH
OUTSIDE ANCHORS ONLY m
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ANCHOR NOTES: �y w
1, SPA N5 AND LOADS .SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING �
ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ya .; a0 M
LIMITED TO THOSE SHOWN IN TABLE I (Pg 1). m T'w
❑� F m 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, zm < z
ANCHOR TYPE AN EDGE DISTANCE. 5ELECT DESIGN LOAD GREATER THAN OR u -w
EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER J
THAN OR EQUAL TO SHUTTER SPAN. F6
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3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. c 3 0
4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-9C HOLLOW CONCRETE O g
BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER w v
,ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF
CONNECTION TYPE, r L
5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE
ONLY.
6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT
LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
FINISHES. ..
7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS
VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADF ATE WOOD FRAMING
MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR o wPa
SIDE CLOSURE PIECES.
F� LL Y u F7 u 3 w� d
8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER J z z 3
SHALL BE LOCATED 1N CENTER OF NOMINAL Z" K 4' (MIN.) WOOD STUD. 3/4"
EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL
HAVE PHILLIPS PAN HEAD OR HEX HEAD. 3 6
9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREAOS.IN
BASE ANCHOR AND MAY HAVE EITHER A. PAN HEAD, TRUSS HEAD, OR WAFER. okw
HE4D (SIREWALK 60LT), U:O.N. = o G;=�
® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE U5E5. i LL ILL m LLi wg�q
2 Hit
* DESIGNATES ANCHOR5 WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
NUT OR WASHER WINGNUT. caaralcHTENGINEERING EXPRESS.
10, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 20-26160
11- WHEN ANCHORING TO HOLLOW BLOCK, 5DS DRILLS SHOULD NOT EE USED TO SCALE: -
DRILL INTO HOLLOW BLOCK, NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION:
CONCRETE SCREWS TO HOLLOW BLOCK
12, ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE
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