HomeMy WebLinkAboutConstruction Plans1. 24 GAGE GALVANIZED STEEL STORM PANELS. .,.STEEL SHALL CONFORM TO
ASTM A653, STRUCTURAL QUALITY GRADE 40, WITH G60 GALVANIZED COATING
AND. MINIMUM Fy=44 KSI.
2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE
IMPACT. PROTECTIVE SYSTEM COMPLYING WITH SECTION 1609.1.4 OF THE
2007 FLORIDA BUILDING CODE AND ASTM STANDARDS E1886/E1996 &E330',PROVEN
PERFORMANCE IS MISSILE LEVEL 'D', WIND ZONE 3,
3. THESE'PR❑DUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT
ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED
FOR A SPECIFIC SITE.
4. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE.
5, THE 33-1/3% INCREASE IN ALLOWABLE STRESS S N BEEN USED IN THE
DESIGN OF THIS PRODUCT,
6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE
TO WITHSTAND ANCHORAGE LOADS IMPARTED TO THE STRUCTURE.
7. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 •UNLESS OTHERWISE NOTED.
TOP & BOTTOM MOUNTING DETAILS MAY BE INTERCHANGED AS FIELD
CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE
APPLICABLE.
8. ALL BOLTS & WASHERS SHALL BE ZINC .COATED STEEL, GALVANIZED STEEL,
STAINLESS STEEL OR 2024-T4 ALUMINUM ALLOY WITH A MINIMUM TENSILE
YIELD STRENGTH OF 33 KSI.
9. STORM . PANELS ARE NOT AIR PERMEABLE. THEREFORE, MINIMUM SPACING BETWEEN
PANES AND GLAZING IS NOT REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WITH
THIS PRODUCT.
10. SHUTTER'S MANUFACTURER LABEL SHALL CONTAIN THE MINIMUM INFORMATION OF:
TOWN & COUNTRY INDUSTRIES
- - - - -FT. LAUDERDALE, F.ORI LDA _ _
LIMITATIONS
THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE
2007 FLORIDA BUILDING CODE EXCLUDIN 'HIGH VELOCITY HURRICANE ZONE.,
MISSILE IMPACT TESTING WAS PERFORMED TO WIND ZONE 3 (BASIC WIND
SPEED < 140 MPH) MISSILE LEVEL D REQUIREMENTS. THIS PRODUCT
HAS NOT BEEN EVALUATED FOR ENHANCED PROTECTION OF ESSENTIAL
FACILITIES AS DEFINED IN ASTM E1996.
TYPICAL ELEVATION
24 GA. STEEL STORM PANEL
TYPICAL PLAN VIEW
2-PANELS SHOWN
0 4) NOTCH VERTICAL - LEG
ONLY AS REQUIRE
"U" HEADE
SEGMENTS
mw& Rm. my (am"
.J ""
\ { T—
.0 .0 " 1
.6
KEYHOLE PUNCH
WITH
FOR
�APPROVED_BOTTOM
MOUNT CONNECTION
RADIUS "U" HEADER
WING NUT (TYP) OR APPROVED ANCHOR (TYP)
O Ln
vm
mO n LjC�
tl� Q
a z
° tz a,
a, a, N
-Ya ] Lq c.
eo QJiw
Wax o, o, u
w u :l
M
� Z d
a,x0
x
W
=Uo
��
lzo
Cl►
A
3�w
�iyo
tY
� �
Lj
j
�
LLJ,., W. 0W
O
3�
��A
W(<r3N
psi
z
'NF�
vu d-
.,(LI>
J
L3 '
W
Ld
z
-O
z
v/{
a
0
_
J
O
DATES 28 NOV. 200E
DRAWN' I CHECKED
' BWM I ANR
PROJECT NUMBER
07070009
08120002
SHEET 1 OF 9
2Z Ozc,-mdcg ZearB
L2
EXISTING
GLAZING
Cl COMMEC77ON ME
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
6L
J
EMBED C' CONNEC770AI TYPE
EX/SANG CONCREIL; HOLLOW REFERENCE ANCHOR
BLOCK OR WORD FRAMING (SEE SCHEDULE FOR mAx
ANCHOR SCHEDULE BASED ON
TYPE OF STRUCTURE)
A WALL MOUNT SECTION
Cl, CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
•4•
a a.
X+TIDM 1 I
ENGINEER MAY DETERMINE
ACCEPTABLE BUILD Mn
AINM
NW D� CONDITIDNS.
5CLEARANCE TO
Q-ASS OR DOOR REMARED,
UW ESS SIDE CLOSURES
ARE PROVIDED. THEN NO
REQUIRED,FROf1 GLASS
UIl n-nl 17
!I
EMBED-J----j
DCISnNG CONCRETE; HOLLOW
BLOCK OR WOOD FRAMING (SEE
ANCHOR SCHEDULE BASED ON
TYPE OF STRUCTURE)
-- —s in
C l CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
�p1 BUILD —OUT SECTION
SPECIAL NOTES. ANCHOR, ANCHOR EMBED AND ANCHOR
EDGE DISTANCE- SHALL BE AS SPECIFIED ON SHEET 819
AND 9/9. ALL ANCHORS SHALL. BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS.
STORM PANELS ARE NOT AIR PERMEABLE. THEREFORE,
MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT
REOUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WITH
THIS PRODUCT
'A
Z5
n HEADER IDEY
HEADER OR SILL
BUILD mff
Ol'TMNAL HaB NTING
EXTRUSIONS
EXISTING
GLAZING
0U)
WO
' CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
Z �
O
4Q
Z
Lu
8
5
� C 1 CONNECDON TYPE '
REFERENCE ANCHOR
��X/STING CONCRUE, HOLLOW SCHEDULE FOR MAX
BLOCK OR WOOD FRAMING (SEE SPACING
ANCHOR SCHEDULE BASED ON
TYPE OF STRUCTURE)
"h" HEADER SECTION
v
o "t 09
.-# ,us
o Lj m
=r'nn a: o- O
a 'g z z Z
Lq (L
$.. co Nut
of w r- c
.s�,4 w v u .
Iu3rn oc uJ
ro I z d
m "d
^:ago
¢I—tL
W
F-
=Lyw
>-
Q o
Qo 0
Ld
' � F-
� Zn
ci -j
UL,J�
LWL:A
Wu).
cu Q
tU
Qs
v.
r, >
Q
LD
Ir
jWz
Ld
z
z
` r .
(j
c�
s
m
�
v 1
Oa
a
0
o
DATEt 28 NOV.
DRAWN11 CHECKEDt
BWM I ANR
PROJECT NUMBER
06100009 &
07070009
08120002
SHEET 2 QF 9
EDGE
DIST.
C2 CONNEC7ION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
EMBED
Cl CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
MAX.
L v �
4 GXG
oa
LAZIN
EX
GL ZING 5 W
8
WIID
4'
EMBED
C3 CONNECTION TYPE
JSANG CONCREM HOLLOW EDGE REFERENCE ANCHOR
- - -BLOCK OR -WOOF fRAM/NG (SEF" D/ST. - --SCHEDULE-FOR MAX -
ANCHOR SCHEDULE BASED ON SPACING
TYPE OF STRUCTURE)
�U" HEADER SECTION
/ \' C 1 CONNECTION TYPE
REFERENCE ANCHOR
�XIS7ING CONCRETE, HOLLOW SCHEDULE FOR MAX
BLOCK OR WOOD FRAMING (SEE SPACING
ANCHOR SCHEDULE BASED ON
TYPE OF STRU07URE7
D BUILD -OUT SECTION
SPECIAL HEADER
SPFCIA NOTES: ANCHOR, ANCHOR EMBED AND ANCHOR
EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEET 8/9
AND 9/9. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS
STORM PANELS ARE NOT AIR PERMEABLE. THEREFORE,
MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT
REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WITH
THIS PRODUCT.
EX/SRNG
GLAZING
C 1 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
3" MAX.
�r
o TM
rLit C) O,
eyM�: t1. pZ
a:g z
to o,
�.. Wa,Ln
ex`da al� (Ap
a1 ej U
of U
tA
X �
n o) o
n ¢ L- L.L.
w
_C3f/1
)-
OO
'QC p
AJ�
Qom^
3�a�
w
rp
m o
LAJ
� ¢ �
1-4
0
WL,3A
L- QW
Ld
ps v
LD
cu Q
�(U>1
J
Q
L3
EMBED—}----� C 1 CONNEC770N TYPE
REFERENCE ANCHOR
- - --SCHEWtE-FOR--MAX- ----- - - -
- - NG CONCRE7� HOLLOW SPACING y
BLOCK OR WOOD FRAMING (SEE
ANCHOR SCHEDULE BASED ON
TYPE OF STRUCTURE)
F BUILD -OUT SECTION
SPECIAL HEADER
DATEi 28 NOV.
DRAWNi I CHECKED,
BWM I ANR
PROJECT NUMBER
D6100009 &
07070009
08120002
eae4, yj►1 SHEET 3 OF 9
� 2 bEGEMa�rC Z oo S
EDGE
DIST
G"PING
EMBED
EMBED
— C2 COAWMlON ME
SLY#DtlLE RFOR
r SPACING mx
I/ C3 CORENFfR£N EE uoyFOR
EXISTING CONCRE7 HOLLOW SCHEDULE FOR MX
BLOCK OR WOOD FRAYING (SEE' EDGE SPACING
ANCHOR SCHEDULE 84SM ON DIST.
- - TYPE OF S7RUC7t/R4 -- - - - - -- -
sou" HEADER_ SECTION .
1-718' MIN
ti
cn
Q
EXISTING
GLAZING
2X4WODf
2' EXISTING BRICK
MAX I VENEER
Cl CWNEC77oN 7WE
REFERENCE ANCHOR
SCHEDULE MR Max
SPACING
MAX.
EX/S77NG STEEL ANGLE
AS APPLICABLE
lt!
1 fa a
IXl� RICK SILL o a
--- (nGs
EXISTING
GLAZING
rG1 COtmcnoN ME
RMERMCE ANCHOR
S F
SPACM
�o
Z J
�z
tz
��„� a
0
o Z
z
iy 0)0,tn
'q a ° OJ C paj
g 0, 0, U
mu;},. w U-1
m ; zJ a
oj, O
n QF_L-
x
W
�U�•
1-p}'
DO
Oihq
A .!0
Q
rn
O
WtW7A
LL �
LL. Q N
Wes~
(U 4
r,(U>
J
Q -
l7
V L / I C 1 CWNEVMN TYPE
1 " MIN EXISTING FLASHING CONNECTION TYPE / m, REFERENCE ANCHOR
AS APPLICABLE C 1 REFE7rEnICE ANCHOR NO CONCRETE; HOLLOW SCHEDULE
A� FOR AW
PENETRATIONU SCHUME FOR MAX MOM OR Mn FRAYING (SEE
TYPE OF STRUC7URE IXIS?7NG 2 X 4 WOOD EXISTING 1/2" MIN PLYWOOD REQ. � _ _ _ ACM ANCHOR ��� j� �
STUDS-.® iaa O.C. MAX WITH FASTENING -TO STUDS "F" TRACK MOUNTING
H BUILD -OUT SECTION
BRICK VENEER
SPECIAL NOTES: ANCHOR, ANCHOR EMBED AND ANCHOR
EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEET 8/9
AND 9/9. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS
STORM PANELS ARE Q AIR PERMEABLE THEREFORE,
MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT
REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WITH
THIS PRODUCT.
Z�
O
M"IIII
DATEc 28 NOV. 200i
DRAWN, 1 CHECKEBi
BWM ANR
• PROJECT NUMBER
06100009 &
07070009
08120002
SHEET 4 OF()
:a Z .266 8
125 0.024"
, ,�» \ » 1.G5»
4•�-j'.25 2.401 " 1� 2 � 0.50"
0.50"
------ 4.834 — �-�
12 COVERAGE
13.83" TOTAL WIDTH -
(iyl2z" PANEL PROFILE
--f 2.25" --- 0.062" rep.
0.375"
2.00" r�F.
3
"U" HEADER
0.0s3" (rya)
114-20 MACHINE SCREW
o STUD ® 6"
o =
N O
1.25" 2" 0.024"
t
�6" COVERAGE
1a b" PANEL PROFILE
NOTE, CAN ONLY BE USED AS AN
END PANEL TO CLOSE THE
REMAINING OPENING THAT MAY
BE LESS THAN A FULL PANEL WIDTH
3.375" -
(See Note 1)
N 0.086" 1YP 2. o00
BUILD -OUT
5
STUDDED ANGLE 6 "F" TRACK
0.368" .170" 3.000" - -- -
0.312"
Lr)
�0
0.657"
L Ao 8680 67" rO.O.
o. l3o"T�� 418" REVERS
ED FRONT
n 1/4"-20 SQUARE
HEADED BOLT
NOTES:
SaLIRACK
1) TESTING QUALIFIES 1' AND 2' LENGTHS ALSO
2> TESTING QUALIFIES AS -TESTED EXTRUSION
THICKNESS AND THICKER
(see Note 1)
.125 "TYP.
70,a 2" MIN, 5" MAX
v
o ��
0 co
2.187" 4 Li M
a eyn� O Z
Q- a
N
g� z
.a88" 5�qn o UI N
TYP R .250" s < > 'A
v
a Ucs
N m c d
0
4 2.000"
(::2 "h" HEADER
ALUMINUM ANGLE
� BUILD-OUT/CLOSURE
2.25" . 368"
0.170"
F
740 "� 0.312"
3.870 "094
I
TYP. 1.25„ 0 1.675" 0.657„
N 0.094"
2.00"
15 SPECIAL BUILD -OUT HEADER 16 "F" TRACK
0.079"
1. 7»
0.215"
(:$)_W NG NUT
w
3:
O Q
F-
?��Q
UweLd
=.A..
W4�
3
WnW
z
d-
.Nw (tJ j
0
DATEl 28 NOV.
13RAWNi I CHECKED
DWM ANR
PROJECT NUMBER
0s100009 8,
07070009
08120002
SHEET 5 OF 9
2 Z OE CEA0,64,4 2a
SELECTED ASSEMBLIES
OF COMPONENTS
i4"-20 sidewalk SELECTED ANCHOR. S
Bolt W/Nut @ 12 O.C.
or # 14 SMS. @ 8 " O.C. (a) mq=mmm
1/4' X 2-1/2' PANELMATE (MALE)
BUILD -OUT WITH "U" HEADER
,Y422
—20 Sidewalk
Bolt W/Nut @ 12" O.C.
or #14 SMS @ 8" O.C.
BUILD -OUT WITH STUDDED ANGLE
/ 4"-20. Sidewalk
Bolt W/Nut @ 12 O.C.
or # 14 SMS @ 8" O.C.
bUILU-UU I WITH REV. "E"
(b) 1/4' X 7-3/8' PANELMATE
(MALE) FOR BRICK VENEER
t°� I!s!'lC:lhil'';iliill',l';i1'•:1lY�ll'tl'iiU1
• �;��+�tlpli1�:11111tt1}1C+Il';tl'rd!,111
i�1�113; 1
1/4' X 2--1/2' PANELMATE (FEMALE)
1/4' X 2-1/4' SAMMY
ANCHOR (FEMALE)
1/4' X 2-1/2' QUICKSET CONCRETE ANCHOR
1/4' X 2-1/2' TAPCON
1/4' x 2-1/2' WOOD LAG SCREW
1/4'-20 X 5/8' SLOTTED
BRASS BUSHING (FEMALE)
1/4'-20 X 2-1/8'
PANELMATE INSERT
1/4'-20 X 1' TAMPIN
M
® A Lj W
(L
6z
o,sg .z
NG)tA
S Y a > Ul
vG. g U
I'j}r cy-UJ
' d
tn
0,, X 0
►- u.
w:
=vim
o0
AJ�
tQ
3��
mho
LJ
�::D
0
WL3A
3C�)�
WA N
os
H
U ¢
c(u
>
J
p
Ps
jcf)
Q
Q)
Z
R
1/4'-20 X 1/2' to 2--1/2'
SIDEWALK S.S. BOLT DATEi 28 NOV.
DRAWNi I CHECKED
BWM I ANR
PROJECT NUMBER
06100009 &
i } �07070009
08120002
SHEET 6 OF 9
2a big-ciHe4P 20of
PUNCH 5/16" DA. HOLE
IN ADJACENT PANELS TO
RECEIVE 1/4 =2D
SIDEWALK BOLTS PLACE
PANEL OVER EACH ADJACENT
PANEL AND FASTEN WINGNUTS
FROM THE INSIDE (TYP).
DRILL 5/16" 0 HOLES
AT 6" OC IN.
28" X 7" X 1/8"
6061—T6 ALUMINUM PLATF
7/8" WASHERED
WING —NUT
TWO UFE SAFETY STORM
PANELS SHALL BE CUT
2" SHORTER THAN ALL
OTHER ADJACENT PANELS
t
6061—T6 ALUM. PLATE
EMBED.
FIRE EGRESS PANEL
C3 COMEMM ME
RE7MRENCE ANCHOR
SCHEDIxE FOR mAx
EXISTING STRUCTURE
INTERNAL MOUNT
CA13111W STHUCTURE
EXTERNAL' MOUNT
DNNELAON TYPE
ommvCE ANCHOR
CHSWXE FOR MM
17ACIM
2'-4"
2"� .511600 HOLE FOR "
FASTENING PANEL 2
"
-- 0--- e
. a
)
WALL MOUNT
1 MAX. (MAY NOT EXCEED STORM
PANEL SPAN TABLE)
n �
v u�
m d 0%
o n Lilo~
n n 4 O
z
lz
>u°iir_
0. 0,icm
ran i_uJ
ca j ZJ 6
IAa
m 6 i
N,X O
n
x
W
N
hp>'
O��
1�5^
AJN
3yW
cj�
a\
Qua
h
WL:)ta
LL-
I..
WAN
(U ¢
l7
O
DATE, 28 NOV.
DRAWN CHECKED,
BWM AMR
PROJECT NUMBER
06100009 &
07070009
08120002
z.� vccEye�,Q �oOY
SHEET 7 OF 9
�sbrOW P V AWWW PANEL WH
1/4-20 8MM * WA90M
WNGNU75 AT 24' as (m)
FAM Pwas 7O HOSr AN
Y SIRUC7URE OR 70 MWEp
7O COMB? (EACH 500
CORNER CLOSURE
PLAN VIEW
J � f14
I---2' TO s'
J/sue 1114•
—T wx
r/2- MIAL MMAP
ANCHORS AT 0.G SPACING
FROM ANCHOR SCHEDULES
TRAP MOUNT CLOSURE
PLAN VIEW
ANCHORS AT i
FROM ANCHOR
114" / 114"
_MAX MAX
�4�-EXIS77NG
_T. EXIST
STRb
HOST
STRUCTURE
v v.—v . V .
WALL MOUNT CLOSURE MOUNT CLOSURE
- PLAN VIEW PLAN VIEW
ANCHOR SCHEDULE
Anchor Schedule., 12" Storm Panel Maximum
Allowable Fastener Spacing in Inches
Min. 3/4" Edge
_ .
Distance, -Spans 4'-0"
to 12'-0"
w cn
Connection Type
Anchor Type
Installation Type
C1
C2
C3
1/4" O Lag Screw, 1-27/32"
Wall Mount
18
6
5
Min. Thread Penetration,
guild Out
18
11
10
Shear Parallel or
Egress Panel
18
12
11
Perpendicular to Wood Grain
114" 0Textron Panel -We, I-
Wall Mount
18
11
10
0
7/8" Min. Penetration, 1/4-20
Build Out
18
18
18
Q
Machine Screw for Female,
Egress Panel
18
18
18
114-20 WWN for Male
All Points Brass Wood
Wall Mount
7
7
.6
Bushing, 1-1/8" Embedment,
1/4" o - 20 x 5/8" Sidew alk
Build Out
14
14
12
Egress Panel
15
15
14
Bait
SEE SHEET 9 OF'9 FOR ADDITIONAL ANCHORS
)0 x
M
ANGLE -
SPAN TABLE
12" Storm
Panel Allowable
Design Wind Pressure
-- Span----
Le th
-Wall—Mount
P.S.F.
-Build-Out -
P.S.F.
Egress
- Panel- —
P.S.F.
4'-0"
+134.0, -145.0
+67.0, -78.0
+60.5, -70.5
5'-0"
+107.2, -116.0
+53.6, --62.4
+48.4, -56.4
6-0"
+89.3, -96.7
+44.7, .52.0
+40.3, -47.4
7'-0"
+76.6, -82.9
+38.3, -44.6
+34.6, -40.3
8'-0"
+67.0, -72.5
+33.5, -39.0
+30.2, -35.2
9'-0"
+59.6, -64.4
+29.8, =34.7
+26.9, -31.3
10'-0"
+53.6, -58.0
+26.8, -31.2
+24.2, -28.2
11'-0"
+48.7, -52.7
+24.4, -28.4
+22.01-25.6
12'-0"
+44.7, -48.2
1 +22.3, -'26.0
+20.2, -23.5
v
fa i �4
o?
5 tin n d O
O
IN . Z Z
ra C
co MoO
ApXL
ti W. S
t— L,..
»
~
O
p�Q
H0
A_JW
3�w
w0E-
>
14
W C
�Qp�
W� to
L3A
1t.. Q bi
.
Wt:)H
OS
Ov
(U Q
._, (U
J
l7
DATE, 28 NOV.
DRAWN CHECKED,
BWM AMR
PROJECT NUMBER
06100009 &
07070009
08120002
z :t Oc c r.AO,Q 9R 2 oa W
SHEET 8 OF 9