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6549
!� POLYCARBONATE STORM PANELS (HVHZ)
t - 2.50" - I 0.100" 2.50" -
TYP
1.00" ; o /� 1.00"
�1u�.' ti�
�- 12" (MIN) TO 13" (MAX) PANEL COVERAGE
15 3/16" MAX TOTAL PANEL WIDTH
t 2.50"
0.100"
3/8"
N" TYP � o � 3/8" MIN
� r no7 c?�0,
6 1/2" MAX COVERAGE -
8 3/4" MAX TOTAL WIDTH
MOUNT WITH
FULL PANEL PROFILE FASTENERS HALF PANEL PROFILE
3" = 1'-W (SEE GEN NOTE 6) 13 STUDS AT 2 3" = 1'-0" (SEE GEN NOTE 6
13" O.C. MAX )
C1 r-STUD AND/OR LEG DIRECTION
MAYBE REVERSED
0.313" 0.563"
0.500"
0.313"
0.688"
�
-
o
0
o-T-
0
a ri
0.125"N't
TYP 1
N o
0.092" TYP
2.000"
m
2.000"
0
REVERSE
STUD ANGLE
a6"
'F' ANGLE
4
= 1'-0"
J
LL
M
6„
N
1
m
U
WIDTH UNLIMITED
TOP MOUNT MOUNTING
(CONN AS REQ'D) SECTIONS
J
i�
W
x
CLn
Z
N
:w
C V
LLL
} 3.375"
0.285" 0.375"
0 0.090"
Ln
Typ 1 0.6500.320"
00
"
BUILDOUT
'F' TRACK
5 6' = 1'-W
0.875"' 1
00.35"
OD
f? 4 01
� o
00.60"
KEYHOLE
WASHER_
8 6" = V-0°
MOUNT WITH
FASTENERS
OR STUDS
AT 6-1/2"
O.C. MAX
0.380" 0.665"
T_ 0.275"
in
rl
0.095"
TYP
'F' TRACK
6 6, = 1'-0-
WASHERED
WINGNUT
(�> 11
PLAN -
VIEWS
0.23" \ \
0.58"Ln
\
M I
-
2 KEYHOLE DETAIL
1 TYPICAL ELEVATION 1 N.T.S ALT: FIELD DRILL03/8"
1 N.T.S. HOLE (OR 05/8" HOLE
W/ KEYHOLE WASHER)
BOTTOM MOUNT
(CONN AS REQ'D)
Zw
-u
w w
Z =
aU
a�
�z
a
xU)
X w
aw
:En
L
CLOSURE
ANGLE
7 6" = 1'-0"
0
Li 0.096"
2.250"
M 0.099,
00 0.099"
in
M p N
Ln N 2.000" �
_lfN 0.067"
0.067"
0.375"
'H' HEADER
10 6" = 1'-0"
WIDTH UNLIMITED
TOP MOUNT MOUNTING
(CONN AS REQ'D) SECTIONS
o
`-BOTTOM MOUNT �-
(CONN AS REQ'D)
3 ALT. ARCH TOP*
1 N.T.S.
GENERAL NOTES:
�i
1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGEf'1�fi�4
MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017)
o
M g g
PER TAS 201, 202, & 203 TEST PROTOCOLS. PANELS ARE APPROVED FOR
��n Fw- t't N 0
USE THROUGHOUT THE STATE OF FLORIDA, INCLUDING WITHIN THE HIGH
WLOU � !u w
�
VELOCITY HURRICANE ZONE (HVHZ) COMPRISED OF MIAMI-DADE &
W LL U) m x w �;
BROWARD COUNTIES.
7W O W S o, Z a'm
:
2) NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN
Q w uj Q 4 w
THE DESIGN OF THIS PRODUCT.
a` a w 8 w U O
3 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE
0 z Co `° 4 4 I. -
WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A
o N 0 W w �
JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
^
WW 1.4 0
SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN
� U. a ° u
ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA
to a = w
BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR
w
Lu W
0
NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
13
ASSEMBLY AS SHOWN.
''a
4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM
TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
5) 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
w
- REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO
N '-'
BE USED IN CONJUNCTION WITH THIS DOCUMENT.
zz >
6) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND
a xto
SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION
2: w J
AND SHALL BE VERIFIED BY OTHERS.
per
O F=
7) CLEAR POLYCARBONATE STORM PANELS (FULL, HALF, &
°�' o of vN
o0
N w J
DOUBLE -WIDE) MAY VARY IN "COVERAGE" WIDTH UP TO THE RESPECTIVE
n u E
d�
w >
MAXIMA SHOWN HEREIN, PROVIDED THAT THE PANEL PROFILE HEIGHT BE
'°r �'
a
~ FN- O
z0
MAINTAINED. PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS
I-'-
to w ii
0 O a
AT MAXIMUM SPACING SHOWN FOR EACH PROFILE.
N
0 a
8) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY
cw
J
a z w
a
TRANSPARENT PROTECTION SYSTEMS Inc.
cn
U
= w
9) THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR
POLYCARBONATE PANELS ONLY. ALL POLYCARBONATE PANELS SHALL BE
M w
��om
a <
a-
EXTRUDED WITH THICKNESS t=0.100" (t0.010") AND SHALL BE
o 3 F
¢ Q
MANUFACTURED FROM 100% SYNTHETIC THERMOPLASTIC POLYMER RESIN
N
(UV STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ
D O o
MUST DEMOSTRATE COMPLIANCE WITH SECTION 2615 OF THE BUILDING
�
O
CODE SPECIFIED ABOVE. TYPICAL TENSILE STRENGTH Fy=8.908 KSI,
� O
FLEXURAL STRENGTH Fby=12.90 KSI, & FLEXURAL MODULUS IS 328.7 KSI.
U
10) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.N.O.
11) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE
LABEL PER PANEL CONTAINING THE FOLLOWING:
TRANSPARENT PROTECTION SYSTEMS, INC.
a
o
a
gJ
633 DUNKSFERRY ROAD
BENSALEM, PA 19020
a
ASTM E330, E1886 & E1996
PRODUCT APPROVAL NUMBER
x m
m Co
Z
&�H
12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE
c=i LL
LL i
Y z
8!?t"
{{-
N
MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN.
REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL)
J J
m Y
LL
~
TEST REPORTS #04-009-FE-FBC & #04-009-LE-FBC, AS WELL AS
S
Hie
HURRICANE TEST LAB (HTL OF RIVIERA BEACH, FL) TEST REPORTSd
_
#0239-0107-05, #0239-1013-07, & #0239-0312-06.
13) TOP & BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS
a80
o
FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR
m
HORIZONTALLY AS APPLICABLE.
pYe
o c,
w8a
14) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH
a
LL LL
a
ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED IN PANELS AT
lu
03/8" (OR 05/8" WITH KEYHOLE WASHER) WITH ANY FASTENER TYPE.
COPYRIGHT FRANK LBENNARDOP.E.
WASHERED WINGNUTS SHALL HAVE 0.865" MINIMUM WASHER DIAMETER.
14-1509
15) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED
STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH
SCALE:
OF 60 KSI.
PAGE DESCRIPTION:
*NOTE: FOR ALTERNATE ARCH TOP INSTALLATIONS, THE TOP TRACK OR
U-HEADER SHALL BE CUT INTO 6" MINIMUM ADJACENT SEGMENTS. EACH
SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE,
of
WITH A MINIMUM OF (2) ANCHORS PER SEGMENT. ANCHORS SHALL BE
1-1/2" MIN FROM ENDS OF EACH SEGMENT AND SPACED 3" MINIMUM FROM
ADJACENT ANCHORS. FOR STUDDED TRACKS ONLY, THERE SHALL BE A
MINIMUM OF (1) STUD PER SEGMENT FASTENED TO THE STORM PANEL.
STUDS SHALL BE LOCATED 2" MINIMUM FROM ENDS OF EACH SEGMENT.
r l T//1 FPANK L. B9 NARDO, P.E.
1 1 1 2.000" 2.000"
t— 2 50" — t— 2.50" 2.50" — I - 2.50"
1.00" ' o 0 �� 0.100 1, l__�....
1 0 R o �G
000°
} 1.199_
`'p �s0 " ni — a
tl� 1�� V
cr :.
.� --- 1.003"� 1.500"
24" (MIN) TO 26" (MAX) PANEL COVERAGE 12.000.1 J * �EaF Z 0' o
28 1/4" MAX TOTAL PANEL WIDTH 14.394T" �(4 FLd(}e �` F M `� y o
MOUNT WITH i� 0� w.-� J A W U
"CLEAR MAXT'" DOUBLE —WIDE PANEL PROFILE FMOUNT ASTENERS i ALT. FULL PANEL PROFILE FASTENERS '/,�1 SSIpN�'`� vJ u- wwuo
11 _-„_ 1 OORSTUDS AT �IIIit110k\ W O �S�un:x
LL
3 - 1'-0" (SEE GEN NOTE 6) OR STUDS AT N.T.S. (SEE GEN NOTE 6) 13" O.C. MAX rz w w U !-z a t
13" O.C. MAX u Q w< Q w o w C7 O
W� ON°J29 mwwu
V�Lu
H
C7
= W
O W w
co Q
1/4-20 MACHINE
SCREW STUD X
3/4" @ 6" O.C.
0.625" 0.093"
1/4-20 T.P
0.50STUD X 3/4"
3.000" MAX. 0" W
@ 6" O.C. Z =
$ 0.198" t o - aQ i IT ID
LL N Cl O
c 0.093" TYP.- - c c
.�ry O L O
�UJ
vj 0 N Ui
0.280" 0.720" L o,125" 2 �<00.387" �0
OF.
5c = _ _ = �tivi a —2.000" — 7OZ O a
2.000' aJ
ALTERNATE ALTERNATE �Qo
N B.O. F TRACK STUD ANGLE STUDDED ANGLE •:•°(A > z
W
Mw 2H�
1 6" =1'-0" 14 6" = 1'-0" 15 6" = 1'-0" ��ko m
<wN
4 > > o
a
r
o J O
m U
a 2.368" 2.741"
€ 0.094" 2.250" 0.059"
v, 0.094"
o a
Ln 0.094" 0.843"--2.189"� = m m m 3 "g
N N CLAMSHELL COVER 0 LL LL LL he �g �
N.T.S. 6063-T6 0v Y w �
M L 2.735" to RIF
2.125" �----2.000" 0.375" 0.093" 1 g
2.554" °-1/4-20
o STUD X 3/4" oYc ai Lo o u
ALTERNATE @ 6" O.C.
a lm�j �utl
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UG U—HEADER U—HEADER 1 CLAMSHELL_TRACK COPYPoGHTFRANK LBENNARDOP.E.
1V N.T.S. 6063-T6 U N.T.S. 6063-T6 N.T.S. 6063-T6 14-1509
61 scare:
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0
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m
m
u-
7P
m
U
EXISTING HOST
CONN TYPE Cl:
EXISTING HOST STRUCTURE
STRUCTURE
DIRECT MOUNT
TYPE Cl:
W/ REMOVABLE
ANCHOR PER
ANCHOR
ANCHOR PER
ANCHOR SCHED
EMBED
ANCHOR SCHED
t EMBED
1/2" MAX
> w
W F-
p�
C9u~i
1 2
wo
1
wo
w
1112 Q
2 =
6 1/4-20 can w
li uvi
LEG &/OR
EXISTING
x 3/4" wU
a
12
STUD DIR
GLAZING
STUDS z N
GLASS SEPAR
a
MAY BE
REVERSED
AT 13" a w
PER SCHED
z
Q0.
FOR INTER
GLASS SEPAR
O.C. x a
41�-EXISTING_vv
MOUNT
PER SCHED
MAX
1/4-20 -j
4
GLu
LAZING
STUDS a
EQfEQ
MAX
AT 13" x
- T
w
3 O.C.
CONN TYPE C5:
> p
EMBED
MAX
d 1/4"
0
� �
ANCHOR PER
ANCHOR SCHED
MAX
w
EDGE
—t
DIST
CONN TYPE Cl:
ANCHOR PER
EXISTING HOST STRUCTURE
z-HOSTSTRUCTURE ANCHOR SCHED
1
MOUNTING
SECTION
2
MOUNTING
SECTION
3
3" = V-0"
VERT SECTION
3
3" = V-0"
VERT SECTION
EXISTING HOST STRUCTURE
CONN TYPE C2:
ANCHOR PER
EMBED ANCHOR SCHED
( r 1/2" MAX
0
l} EXISTING
GLAZING
GLASS SEPAR
PER SCHED
LEG &/OR STUD DIR
MAYBE REVERSED T
FOR INTER
MOUNT ��
HOST w
STRUCT/ x EDGE
w DIST
MAX SPAN & PRESSURE FOR
USE WITH "H" HEADER:
60" MAX AT 55.47psf
1 2 I
11(12
1/4-20 x U') w
3/4"
Lu
STUDS z N
AT 13" aw
O.C. MAX a °
CONN TYPE C4:
ANCHOR PER
ANCHOR SCHED
4 MOUNTING SECTION
3 3" = V-0" VERT SECTION
EXISTING HOST STRUCTURE
CONN TYPE C3:
ANCHOR PER
ANCHOR SCHED
1 #14 SMS OR
EMBED
0y 3/16" POP
- ✓�
RIVETS AT
13" O.C. MAX
U uo
w
�wo
_
1/4-20 x 3/4"
STUDS AT 13"
O.C. MAX
_GLASS
SEPARATION
PER SCHEDULE
EXISTING
'
GLAZING
-Lff'
CONN TYPE Cl:
ANCHOR PER
ANCHOR SCHED
3 MOUNTING SECTION
3 3" = V-0" VERT SECTION
1 2 11 12
1/4"
1/4" MAX Y�
MAX
rt
EXISTING HOST
STRUCTURE %a" MAX GAP
WALL MOUNT CLOSURE
3 3" = 1'-0" PLAN VIEW
EXISTING HOST
�4' MAX GAP STRUCTURE, TYP
12 11 2 1 1/4"
1" TO 5" MAX J
4- i I
Tl/4"
1/2" MIN MAX
OVERLAP
ANCHORS AT 12.0" O.C. FOR P=59psf OR LESS,
OR AT 5.9" O.C. FOR P=120psf OR LESS (USE
ANY ANCHOR FROM ANCHOR SCHED)
s TRAP MOUNT CLOSURE
3 3" = 1'-0" PLAN VIEW
w
U
w
2 a
12 a
:n
J
Lu
z
a
MAXIMUM PANEL
SPAN SCHEDULE
(POSITIVE CONN.)
LOAD
(psf)
MAX
SPAN (ft)
±25
6-5"
±30
6'-2"
±32
6'-1"
±35
5'-11"
±40
5'-9"
±45
T-7"
±50
5'-5"
±55
5'-3"
t60
5'-2"
±65
5'-l"
±70
5'-0"
±75
4'-10"
±80
4'-9"
±90
4'-7"
f 100
4'-4"
f 110
T-11"
f 120
T-7"
]
BEND PANEL AROUND
6+�/ /
SJ 7}
CORNER & STITCH TO
ADJACENT PANEL WITH
�:
!
1/4-20 BOLTS &
WASHERED WINGNUTS
O�
P S,�
_ �
L-
F
AT 24" O.C. (TYP)
-_
/
GYE
'.
FASTEN PANELS TO
EXISTING HOST
-C1 '• g P
HOST STRUCTURE OR VAR
STRUCTURE
�1 ` . L
TO STUDDED ANGLE
rf�,-ss
(TOP & BOTTOM) AT
CORRUGATION VALLEY
CLOSEST TO CORNER
(EACH SIDE)
5 CORNER CLOSURE
3 N.T.S. PLAN VIEW
MAX
MAX
1
2
11
12 8
ANCHORS AT 12.0" O.C. FOR EQ
P=59psf OR LESS, OR AT 5.9" O.C. EQ
FOR P=120psf OR LESS (USE ANY
ANCHOR FROM ANCHOR SCHED)
1/a' MAX GAP] lia��
6 BUILD —OUT CLOSURE
3 3" = V-0" PLAN VIEW
NOTE: DETAIL 9/3 MAY BE USED
AS AN ALTERNATE TO CLOSURE
DETAILS 7/3 AND 6/3.
MIN. PANEL OVERLAP
SHALL BE 1.5 TIMES
THE PANEL PROJECTION
FROM THE EXISTING
HOST STRUCTURE
PROJECTION
EXISTING HOST
STRUCTURE
9 PANEL OVERLAP
3 N.T.S. PLAN VIEW
MAXIMUM SPAN
SCHEDULE NOTES:
1. SPANS SHOWN IN "MAX PANEL SPAN SCHEDULE" ABOVE ARE MAXIMUM
ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE.
2. THIS SCHEDULE MAY BE USED TO DETERMINE MAXIMUM ALLOWABLE
SPANS FOR PANELS INSTALLED USING ANY COMBINATION OF MOUNTING
EXTRUSIONS INVOLVING A POSITIVE CONNECTION - i.e. ALL INSTALLATIONS
WHICH DO NOT INCLUDE AN "H" OR "U" HEADER.
3. WHERE THE "H" HEADER IS USED, THE MAXIMUM ALLOWABLE SPAN IS
T-0" (60") AND THE MAXIMUM ALLOWABLE PRESSURE IS 55.47psf.
4. WHERE "U" HEADER IS USED, THE MAXIMUM ALLOWABLE SPAN IS 4'-4"
(52") AND THE MAXIMUM ALLOWABLE PRESSURE IS +78/-80 PSF.
S. TABLE ABOVE IS VALID FOR PANELS MOUNTED HORIZONTALLY OR
VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULAR TO LINE OF
ANCHORAGE.
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COPYRIGHT FRANK L. BENNARDO P.
14-1509
SCALE'
PAGE DESCRIPTION:
OF
Z 1
LEG AND/OR STUD
a p
DIRECTION MAY BE
w
REVERSED FOR
INTERIOR MOUNT
GLASS SEP. 1/4-20 x w U
PER SCHED Z N
}—GLASS SEP. }
PER SCHED
3/4„
-+ Q STUDS X w
x a
EXISTING
1/4-20
z
EXISTING
AT 6"
O.C. MAX
3/4"
N w
GLAZING
STUDSw AT 6"
z Lnnw�O.C.
pMAX
a�1/4"
x awoTMAX
4Nvx
E1/4"STOST
EDGE LoLl CONN TYPE C5:
MAX
PER
TTANCHOR
SCHEDANCHOR
i MOUNTING SECTION
4 3" = V-0" VERT SECTION
m
LL
EXISTING HOST STRUCTURE
0
LL
ANY ANCHOR FROM ANCHOR
SCHEDULE, ANCHORS
SPACED @ 6" O.C. MAX.
ni617x¢a
VEXISTING
GLAZINGLn
iv Z
a
37/" MINIMUM {a
S&AR REQ D
€
0
-e
I
NOTE: MAXIMUM SPAN AND PRESSURE FOR
ol
USE WITH 'U' HEADERS: 52" MAX PANEL
21 1 SPAN, +78/-80 PSF MAX DESIGN PRESSURE
m
3 MOUNTING SECTION
m
4 N.T.S. VERT SECTION
R
a
m
0
v
/-HOST STRUCTURE ANCHOR SCHED
r2_�\N MOUNTING SECTION EXISTING
HOST
q, 3" = 1'-0" VERT SECTION STRUCTURE
EXISTING HOST NCH TYPE Cl A
STRU OR PER
�TURE ANCHANCHOR SCHED
EMBED
QV)QV
z
Qa
`p s
1 2
p
11 12
_
l9
1/4-20
z N
EXISTING
x 3/4"
w
GLAZING
STUDS
Qa
S�
GLASS SEPAR
PER SCHED
O.C.O.
MAX
4 MOUNTING
SECTION
4 N.T.S.
VERT SECTION
EXISTING
GLAZING
ALUMINUM OR GALVANIZED STEEL SPACER:
• REQUIRED ONLY FOR EIFS, ICF, OR
OTHER MALLEABLE FINISHES.
• OPTIONAL FOR STUCCO, BRICK, OR
OTHER RIGID FINISHES. -�
W
W 0
EMBED
EXISTING EXTERIOR
WALL FINISH (STUCCO,
BRICK, ICF, EIFS, ETC.)
GLASS SEPARATION
PER SCHEDULE
NOTE: SHUTTER SYSTEM MAY BE ANCHORED THROUGH
EXTERIOR WALL FINISH TO HOST STRUCTURE WITH
ANY MOUNTING CONDITION SHOWN HEREIN.
MOUNTING SECTION THRU
EXTERIOR WALL FINISH
s BRICK ICF EIFS ETC.
4 N.T.S. VERT SECTION
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gEN N.4
FRA Bl�pNN
P 654'T
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LL : 08 1
�r FLOC
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�Cu
2
OPTIONAL METAL B&i
a
WASHER MAY BE USED bW s`�
r t I P t t
ft�
w M " o f
w J W O
THE INNERSIDE OF THE
W
PANEL.
N
a'n - fa (n T
ANCHORS PER
ANCHOR
SCHEDULE
Lu
Waw
Z J
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w V
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U� W RoZ
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COPYRIGHT FRANK L. BENNARDO P.
14-1509
SCALE
PAGE DESCRIPTION:
m
w
M
N
Co
W
Q
W
m
U
t
ANCHOR SCHEDULE
U
�
Oz v~i
ANCHOR
LOAD
(Psi
2" MIN EDGE DISTANCE
Spans Up To 4'-0"
CONN TYPE
Cl C2 I C3 I C4 C5
Spans Up To 6'-0"
CONN TYPE
Cl I C2 C3 I C4 CS
Spans Up To 7'-6"
CONN TYPE
Cl C2 C3 I C4 C5
1/4" ELCO ULTRACON OR ITW
ATT TAPCON WITH 1-3/4"
EMBED (3000 PSI MIN CONC)
42
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
47
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
10.8"
13.0"
13.0"
13.0"
53
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
9.6"
7.5"
13.0"
13.0"
65
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
9.8"
7.6"
13.0"
13.0"
13.0"
7.8"
6.1"
13.0"
8.4"
120
13.0"
7.9"
6.2"
13.0"
8.5"
5.4"
5.3"
4X'
5X'
5.7
4.3"
4.2"
3.3"
4.1"
4.5"
ce
1/4" ELCO PANELMATE WITH
1-3/4" MIN EMBED (3350 PSI
MIN CONC)
*
42
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
47
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0'
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
53
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
12.2"
9.6"
13.0"
13.0"
65
13.0"
13.0"
13.0"
13.0"
13.0"
12.5"
9.7"
13.0"
13.0"
13.0"
10.0"
7.8"
13.0"
10.6"
120
13.0"
10.1"
7.9"
13.0"
10.8"
6.9"
6.8"
5.3"
6.5"
7.2"
5.5"
5.4"
4.2'
5.2"
5.8"
Z0"
U
1/4-20 ALL POINTS SOLID- SET
WITH 7/8" MIN EMBED (3000
PSI MIN CONC)
*
42
13.
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
47
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
10.9"
13.0"
13.0"
13.0"
53
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
9.6"
7.5"
13.0"
13.0"
65
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
9.8"
7.7"
13.0"
13.0"
13.0"
7.9"
6.1"
13.0"
9.8"
120
13.0"
8.0"
6.2"
13.0"
9.9"
5.4"
5.3"
4.1"
5.9"
6.6"
4.3"
4.3"
3.3"
4.7"
5.3"
1/4-20 POWERS CALK -IN WITH
7/8" MIN EMBED (3000 PSI MIN
CONC)
*
42
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
47
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
6.9"
13.0"
11.8"
11.8"
53
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
6.1"
4.7"
10.4"
10.4"
65
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
6.2"
4.8"
10.6"
10.6"
13.0"
5.0"
3.9"
8.5"
4.9"
120
13.0"
5.0"
3.9"
8.6"
5.0"
3.4"
3.4"
N/A
3.0"
3.3"
N/A
N/A
N/A
N/A
N/A
2" MIN EDGE DISTANCE
j
Spans Up To 4'-0"
Spans Up To 6-0"
Spans Up To 7'-6"
(n
ANCHOR
LOAD
CONN TYPE
CONN TYPE
CONN TYPE
= v~i
(Psi
Cl C2 C3 C4 I C5
Cl C2 I C3 C4 C5
Cl C2 C3 C4 C5
1/4" ELCO ULTRACON WITH
42
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
10.7"
10.7"
10.7"
11.2"
11.2"
_
1-1/4" EMBED
47
13.0"
13.0"
13.0"
13.0"
13.0"
11.9"
11.9"
11.9"
12.5"
12.5"
9.5"
3.6"
9.5"
10.0"
10.0"
Z
53
13.0"
13.0"
13.0"
13.0"
13.0"
10.6"
10.6"
10.6"
11.1"
11.1"
8.5"
3.2"
N/A
8.9"
8.9"
E
65
12.9"
12.9"
12.9"
13.0"
13.0"
8.6"
3.2"
N/A
9.0"
9.0"
6.9"
N/A
N/A
7.2"
3.3"
120
7.0"
N/A
N/A
73'
33,
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
U
1/4" ELCO PANELMATE WITH
42
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
47
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
7.2"
13.0"
13.0"
13.0"
1-1/4" MIN EMBED
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
6.3"
4.9"
13.0"
13.0"
Y
U
*
EE
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
6.5"
5.0"
13.0"
13.0"
13.0"
5.2"
4.0"
12.4"
6.1"
120
13.0"
5.3"
4.1"
12.6"
6.2"
3.6"
3.5"
N/A
3.7"
4.1"
N/A
N/A
N/A
N/A
3.3"
OJ
m
1/4-20 ALL POINTS SOLID- SET
42
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
O
WITH 7/8" MIN EMBED
47
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
7.3"
13.0"
13.0"
13.0"
53
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
6.4"
5.0"
12.0"
12.0"
x0
*
65
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
6.6"
5.1"
12.3"
12.3"
13.0"
5.2"
4.1"
9.8"
5.4"
1 00
13.0"
1 5.3"
4.2'
10.0"1
5.5"
3.6
3.6
N/A
3.3"
3.7"
N/A
I N/A
N/A
I N/A
N/A
�j
N D
= U)i
ANCHOR
LOAD
(Psi
3/4" MIN EDGE DISTANCE
Spans Up To 4'-0"
CONN TYPE
Cl C2 C3 I C4 C5
Spans Up To 6-0"
CONN TYPE
Cl C2 I C3 C4 I C5
Spans Up To 7'-6"
CONN TYPE
Cl C2 I C3 C4 C5
1/4" TAPCON (ELCO OR ITW)
OR #14 WOOD SCREW W/
1-1/2" EMBED
42
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
11.6"
11.6"
13.0"
13.0"
13.0"
93'
9.3"
47
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
10.4"
10.4"
13.0"
7.7"
13.0"
8.3"
8.3"
53
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
9.2"
9.2"
13.0"
6.8"
5.3"
7.4"
7.4"
65
13.0"
13.0"
13.0"
11.3"
11.3"
13.0"
6.9"
5.4"
7.5"
7.5"
13.0"
S.5"
4.3"
6.0"
4.1"
120
13.0"
5.6"
4.4"
6.1"
4.2"
3.8"
3.8"
2.9"
2.6"
2.8"
3.1"
3.0"
23'
2.1"
2.2"
z
Ln
0
1/4" ELCO PANELMATE
(FEMALE, MALE, OR PLUS) W/
1-7/8" MIN EMBED
*
42
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
47
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
53
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
11.6"
13.0"
13.0"
65
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
11.8"
13.0"
13.0"
13.0"
12.1"
9.4"
13.0"
9.4"
120
13.0"
12.3"
9.6"
13.0"
9.6"
83'
8.2"
6.4"
5.9"
6.4"
6.7"
6.5"
5.1"
4.7"
5.1"
"
7/16" WOOD BUSHING W/ 7/8"
MIN EMBED & 1/4-20 S.S.
MACHINE SCREW THREAD
PENEfR
42
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
47
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
5.9"
13.0"
13.0"
13.0"
53
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
5.2"
4.1"
13.0"
13.0"
65
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
53'
4.1"
13.0"
13.0"
11.4"
4.2"
33'
11.4"
5.3"
120
11.6"
4.3"
3.4"
11.6"
5.4"
2.9"
2.9"
2.2"
3.2"
3.6"
2.3"
2.3"
N/A
2.5"
2.9"
1/4" LAG SCREW WITH 2-3/32"
MIN THREAD PENEt'R
*
42
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
12.1"
12.1"
13.0"
13.0"
13.0"
9.7"
9.7"
47
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
10.8"
10.8"
13.0"
9.9"
13.0"
8.6"
8.6"
53
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
13.0"
9.6"
9.6"
13.0"
8.8"
6.9"
7.7"
7.7"
65
13.0"
13.0"
13.0"
11.7"
11.7"
13.0"
9.0"
7.0"
7.8"
7.8"
13.0"
7.2"
5.6"
63'
4.5"
120
13.0"
7.3"
5.7"
6.4"
4.6"
5.0"
1 4.9"
1 3.8"
1 2.9"
3.1"
4.0"
1 3.9"
3.0"
2.3"
2.5"
MINIMUM GLASS
SEPARATION SCHEDULE
MINIMUM
SEPARATION
MINIMUM
POSITIVE
SPAN
AT OR BELOW
SEPARATION
LOAD
LESS
30' ABOVE
AT ELEV > 30'
(psf)
THAN
GRADE
ABOVE GRADE
4'-0"
4.23"
1.37"
32
4'-9"
4.23"
1.73"
6-1"
5.35"
3.00"
4'-0"
4.23"
1.46"
40
4'-9"
4.23"
1.92"
5'-9"
5.35"
3.00"
4'-0"
4.23"
1.52"
45
4'-9"
4.23"
2.03"
5'-7"
5.35"
3.00"
4'-0"
4.23"
1.58"
50
4'-9"
4.23"
2.14"
5'-6"
5.35"
3.00"
4'-0"
4.23"
1.69"
60
4'-9"
4.23"
2.37"
5'-3"
5.35"
3.00"
4'-0"
4.23"
1.81"
70
4'-9"
4.23"
2.60"
5'-0"
5.35"
3.00"
120
Y-8"
1 4.23"
1 1.97"
``1tiVtiitt!!/!/
N �i
L!ENNARDO, P.E.
46 9
Kr
a
GLASS SEPARATIONa N
SCHEDULE NOTES: %,fib .....F`a` qIT0�
1. GLASS SEPARATION SCHEDULE !! S i V 1 l� � uI H J w L
PROVIDES MINIMUM SEPARATION W O
DISTANCE REQUIRED BETWEEN
EXTERIOR FACE OF GLAZING (OR
OTHER PRODUCT BEING PROTECTED)
AND INTERIOR FACE OF INSTALLED
STORM PANEL.
2. SEPARATION DISTANCE PER THIS
SCHEDULE IS REQUIRED FOR USE
WITH POSITIVE LOADS ONLY.
3. SEPARATION FROM GLASS IS
REQUIRED ONLY WHEN INSTALLED
WITHIN THE HIGH VELOCITY
HURRICANE ZONE, ASTM WIND ZONE
4 AND ESSENTIAL FACILITIES.
ANCHOR NOTES:
1. FOR ALL CONCRETE ANCHORS, UTILIZE EITHER 1/4" ITW ATT TAPCONS OR
1/4" ELCO ULTRACONS AS SPECIFIED IN THE ANCHOR SCHEDULES.
2. "ELCO PANELMATE" ANCHORS MAY BE MALE, FEMALE, OR PANELMATE
PLUS, AS ILLUSTRATED HEREIN. HEAD STYLE MAY BE STD 13/32" OR
WASHERED 5/8" HEX HEAD.
3. ENSURE MINIMUM 2" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE &
TO HOLLOW BLOCK. ENSURE 3/4" EDGE DISTANCE FOR ALL ANCHORS TO
WOOD.
4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM,
BRICK, AND OTHER WALL FINISHES.
5. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO
UN-CRAKCED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
MANUFACTURE'S 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 STUD SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY.
8. 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 REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED
DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS,
LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE
SPACING SHOWN IN ANCHOR SCHEDULE.
11. "N/A" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE
FOR USE.
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14-1509
P.E.