423 CLOPAY GARAGE DR. INSTRUCTIONS.4
BRAND
EMBOSS TYPE
4
SHORT
LONG
FLUSH
CL❑PAY
9130, HDP13
9133, HDPL13
9131, HDPF13
IDEAL
8130
8133
8131
HOLMES
7130
7133
7131
I
x
c�
w
0
0
0
0
z
Z
0
U
W
C rn
0
EnZ
0
x
0
OPTIONAL WINDOW LITE. DSB GLASS, DOUBLE—PANE
INSULATED OR 1/8" ACRYLIC AVAILABLE. OPTIONAL
ARCYLIC GLAZING IS PLASKOLITE OPTIX OR LUCITE CP
APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
2606. SEE SECTION B—B. SHORT PANEL LITE SHOWN;
MAX. LITE SIZE IS 42"06".
IIV �IUG GLGVNIIVIV
(SHORT PANEL SHOWN) OUTSIDE
HANDLE
DOOR HEIGHT
# OF
SECTIONS
UP TO 7'0'
4
7'3' TO 8'9'
5
9'0' TO 10'6'
I I
I yat I I %� pt I
I 1 1 I
I I
I I
I I
I I
12'6' TO 14'0'
BLS------�IJBLI�-----
J
L ------J
L ------J
10
MAX SECTION HEIGHT, 21'
xlV
I
L
1 1
L
EXPOSURE
B, C, D
B, C, D
III 111
III III
111 111
111
.0
0
II ----� I --- II II� --- I II ---- II
w Z
x o
III III III III I11 III III III
I —--� I I —_—� 1 I -- --� _11 1
MEAN ROOF HEIGHT
25'
15'
25'
15'
30'
,7-,o
= U
III 111
111 II
111 111
11111
111
oN
L --
OPTIONAL OUTSIDE KEYED:J
LOCK POSITION
J
L�-- —J
o�
DWG. NO.: 104180
VER: IBC
OPTIONAL OUTSIDE KEYED
LOCK POSITION
A
MAX. DOOR WIDTH = 9'-0"
IIV �IUG GLGVNIIVIV
(SHORT PANEL SHOWN) OUTSIDE
HANDLE
DOOR HEIGHT
# OF
SECTIONS
UP TO 7'0'
4
7'3' TO 8'9'
5
9'0' TO 10'6'
6
10'9' TO 12'3'
7
12'6' TO 14'0'
8
14'3' TO 15'9'
9
16'0'
10
MAX SECTION HEIGHT, 21'
SEE END
HINGE DETAIL
SEE INTERMED.
HINGE DETAIL
'—TWO POINT LOCKING
INTO TRACK
OUTSIDE KEYED LOC
(4) #14 SHEET METAL SCREWS LOCK BAR LOCKING
O
B 0
00 O
O (4) 1/4" DIA. SELF TAPPING SCREWS
14 GA. END HINGE 18 GA. INTERMEDIATE HINGE
12 GA. GALV. STEEL TRACK
BRACKET FASTENED TO WOOD-/
AJAMB WITH ONE 5/16'x1-5/8"
WOOD LAG SCREW PER BRACKET.
2" GALV. STEEL TRACK
FASTENED TO TRACK BRACKETS.
EACH BRACKET ATTACHED WITH ONE
1/4%5/8" BOLT & NUT OR
TWO 1/4" RIVETS.
p��II�
0
W
x
0
0
i0
0
F
N
O
0
F
0
END
STILE
I
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED
BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3)
ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH
ANSI/DASMA 108. SITE—SPECIFIC CALCULATIONS BY A QUALIFIED
DESIGN PROFESSIONAL MAY DIFFER.
ULTIMATE WIND
145
150
160
165
185
SPEED (MPH)
TOLERANCES are
I
xlV
I
L
1 1
L
EXPOSURE
B, C, D
B, C, D
B, C
B, C
B
CATEGORY
.0
�0
II ----� I --- II II� --- I II ---- II
w Z
x o
III III III III I11 III III III
I —--� I I —_—� 1 I -- --� _11 1
MEAN ROOF HEIGHT
25'
15'
25'
15'
30'
- A
IN51DE ELEVAIIUN
(SHORT PANEL SHOWN)
)K BAR
;AGES IN
(RACK ON SNAP LATCH ENGAGES
K EACH SIDE ONTO VERTICAL TRACK.
OF DOOR. ONE SNAP LATCH ON
EACH SIDE OF DOOR.
SLIDE BOLT
END LOCK ENGAGES
STILE INTO VERTICAL
TRACK. ONE
LOCK ON OUTSIDE KEYED JEND
EACH SIDE HANDLE % STILE
OF DOOR.
INSIDE SLIDE BOLT INSIDE HANDLE
LOCK OPTION OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
LHR TOP BRACKET
DOUBLE HORIZONTAL
TRACK
STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
- 20 GA. MIN. GALV. STEEL END STILE rLOW
UBLE TRACK
ADROOM OPTION
18 GA. MIN. GALV. STEEL CENTER HINGE
FASTENED TO BACK OF DOOR W/(4)
EACH #14x5/8" SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HINGE
FASTENED TO END STILES W/(4) EACH
#14x5/8" SHEET METAL SCREWS AND
(4) 1/4%3/4" SELF TAPPING SCREWS.
2" 10 BALL SHORT STEM STEEL ROLLER
WITH STEEL OR NYLON TIRE
r
x
2
LU
0
0
0
_o
x
0
w
0
2
REVISIONS
REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
00 - - - SH INITIAL RELEASE
01 SH UPDATED WINDLOAD CHART
URETHANE CORE -
DENSITY 2.4 P.C.F.
27 GA. STEEL MIN. EXTERIOR SKIN WITH
G-40 GALVANIZING, BAKED -ON PRIMER
AND ABAKED-ON POLYESTER PAINTED TOP COAT.
TWO POINT LOCKING
INTO TRACK TONGUE AND GROOVE JOINTS.
VERTICAL JAMB (
ATTACHMENT WOOD FRAME BUILDINGS):
1/2"x3" LAG SCREWS ON 24 CENTERS. LAG
SCREWS MUST USE 1" O.D. WASHER. LAG SCREWS MAY
BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
TRANSFER LOAD.
1-3/8" THICK
13 GA. GALV. STEEL BOTTOM BRACKET.'
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16"x1-5/8" WOOD LAG SCREW.
NOTE: DOUBLE TRACK
LOW HEADROOM IS
AVAILABLE AS AN OPTION
2" GALV. STEEL TRACK,
TRACK THICKNESS: .060"
TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET.
(4) TRACK BRACKET PER SIDE UP TO 8'0" TALL.
DISTANCE BETWEEN TRACK BRACKETS NOT TO
EXCEED 30" O.C. (FACTORY ATTACHED).
SECTION B-
MOLDED INSIDE
LITE RETAINER.
FRT77"
"L"
FOR DOORS OVER 8'-0"
HEIGHT
s -s 70
ISI —I�r — ��11lil lily lil
7 -0 76
L - -- J L ----�J L_- L -----
C
---�J
C
I
I
I I
8585 Duke Boulevard
I I
I I
TOLERANCES are
I
xlV
I
L
1 1
L
I I
L
I I
------J L
I
------J
------J
-----J
no
.0
�0
II ----� I --- II II� --- I II ---- II
w Z
x o
III III III III I11 III III III
I —--� I I —_—� 1 I -- --� _11 1
XU
L-- ---J L-- ---J L-- ---J L ------"I
o W
I----� I I----�I I '— -- I I I
.000 = ±.005
.0000 = t.001
=�1�11�-III
DATE. 05/25/09 SCALE: NTS
DWG.
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
III III III I i III III III III
CHECKED BY: SH
DATE: 06/05/09 SHEET 1 OF 1
OPTIONAL OUTSIDE KEYED:J
LOCK POSITION
MAX. DOOR WIDTH = 9'-0"
IN51DE ELEVAIIUN
(SHORT PANEL SHOWN)
)K BAR
;AGES IN
(RACK ON SNAP LATCH ENGAGES
K EACH SIDE ONTO VERTICAL TRACK.
OF DOOR. ONE SNAP LATCH ON
EACH SIDE OF DOOR.
SLIDE BOLT
END LOCK ENGAGES
STILE INTO VERTICAL
TRACK. ONE
LOCK ON OUTSIDE KEYED JEND
EACH SIDE HANDLE % STILE
OF DOOR.
INSIDE SLIDE BOLT INSIDE HANDLE
LOCK OPTION OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
LHR TOP BRACKET
DOUBLE HORIZONTAL
TRACK
STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
- 20 GA. MIN. GALV. STEEL END STILE rLOW
UBLE TRACK
ADROOM OPTION
18 GA. MIN. GALV. STEEL CENTER HINGE
FASTENED TO BACK OF DOOR W/(4)
EACH #14x5/8" SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HINGE
FASTENED TO END STILES W/(4) EACH
#14x5/8" SHEET METAL SCREWS AND
(4) 1/4%3/4" SELF TAPPING SCREWS.
2" 10 BALL SHORT STEM STEEL ROLLER
WITH STEEL OR NYLON TIRE
r
x
2
LU
0
0
0
_o
x
0
w
0
2
REVISIONS
REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
00 - - - SH INITIAL RELEASE
01 SH UPDATED WINDLOAD CHART
URETHANE CORE -
DENSITY 2.4 P.C.F.
27 GA. STEEL MIN. EXTERIOR SKIN WITH
G-40 GALVANIZING, BAKED -ON PRIMER
AND ABAKED-ON POLYESTER PAINTED TOP COAT.
TWO POINT LOCKING
INTO TRACK TONGUE AND GROOVE JOINTS.
VERTICAL JAMB (
ATTACHMENT WOOD FRAME BUILDINGS):
1/2"x3" LAG SCREWS ON 24 CENTERS. LAG
SCREWS MUST USE 1" O.D. WASHER. LAG SCREWS MAY
BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
TRANSFER LOAD.
1-3/8" THICK
13 GA. GALV. STEEL BOTTOM BRACKET.'
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16"x1-5/8" WOOD LAG SCREW.
NOTE: DOUBLE TRACK
LOW HEADROOM IS
AVAILABLE AS AN OPTION
2" GALV. STEEL TRACK,
TRACK THICKNESS: .060"
TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET.
(4) TRACK BRACKET PER SIDE UP TO 8'0" TALL.
DISTANCE BETWEEN TRACK BRACKETS NOT TO
EXCEED 30" O.C. (FACTORY ATTACHED).
SECTION B-
MOLDED INSIDE
LITE RETAINER.
FRT77"
"L"
FOR DOORS OVER 8'-0"
HEIGHT
s -s 70
HIGH, TRACK CONFIGURATION SHALL
7 -0 76
NOT EXCEED MAXIMUM SPACING
7 -s
PROVIDED. CONSULT FACTORY FOR
r-"
12 GA. GALV. STEEL TOP BOLLER
BRACKET. EACH BRACKET ATTACHED
WITH (4) #14x5/8" SHEET METAL
SCREWS.
14 GA. GALV. STEEL ROLLER
HINGE. EACH FASTENED TO
SHDET TMETAIW SC4I�EWS 4x5/8"
SECT A -A
2-1/4"x20 GA. GALV. STEEL
U -BAR. ONE U -BAR PER DOOR
SECTION, EXCEPT TWO ON
BOTTOM SECTION. ATTACHED
WITH (2) 1/4"x3/4" SELF TAPPING
SCREW AT EACH HINGE LOCATION.
29 GA. STEEL MIN. INTERIOR SKIN
WITH G-40 GALV., BAKED -ON
PRIMER AND A BAKED -ON POLYESTER
TOP COAT.
U____-:=1 ALUMINUM EXTRUSION
& VINYL WEATHERSTRIP.
FRONT FRAME WITH U.V.
COATING ON OUTSIDE SURFACE.
GLAZING-' #8x3/4" PAN HEAD
(SINGLE PANE SHOWN,
MAY BE INSULATED SCREW (1 SCREW PER
DOUBLE PANE). EMBOSSED PILOT HOLE).
THE OPTIONAL GLAZING SHOWN ON THIS DRAWING MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE
OR INTERNATIONAL BUILDING CODE BUT DOES hE MEET THE
IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
REGIONS (REF. CHAPTER16 FBC/IBC)
DESIGN LOADS: +37.0 P.S.F. & -37.0 P.S.F.
TEST LOADS: +55.5 P.S.F. & -55.5 P.S.F.
DESIGN ENGINEER: MARK WESTERFIELD, P.E.
FLORIDA P.E. #48495, NC P.E. #23832, TEXAS P.E. #91513
MANUFACTURING PRODUCT CODE
8 -0 88
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR MORE DETAIL IF ROD.
ORIGINAL DRAWINGS ARE SIGNED IN BLUE
2.000 PSI MIN. CONCRETE COLUMN):
INK WITH A RAISED SEAL (EMBOSS).
MPC: DSIU-1A171
3/8"x4" SLEEVE ANCHORS ON 24" CENTERS (BOTH C-90 BLOCK OR
2,000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 20"
Unless Stated Otherwise
8585 Duke Boulevard
CL❑PAY WINDLOAD RATING
CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE
TOLERANCES are
Cloa
py
Mason, OH 45040 USA
Tel. No. 513-770-4800
\^/
ANCHORS, 1" O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE
= t.031
Building Products Company
Fax No. 513-770-4853
VV
(BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING
.0
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
00 = t.015
DESCRIPTION: 9130
SERIES: 1-3/8" RESI PUR ±37 PSF SINGLE CAR
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
.000 = ±.005
.0000 = t.001
DRAWN BY: SH
DATE. 05/25/09 SCALE: NTS
DWG.
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
Degrees = t 1/2'
CHECKED BY: SH
DATE: 06/05/09 SHEET 1 OF 1
SIZE
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING.
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
DWG. NO.: 104180
VER: IBC
4 3 T 2 IFLOO[SODA [PRODUCT APFIR WAL 15279
❑1
C
19
FWI