HomeMy WebLinkAboutProduct Approvala
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MODELS 27 GA SHDI2T 27 GSI PLUSH 27 GA LUNG
CL❑PAY 4300, HDG 4301, HDGF 4310, HDGL
HDLMES 66, 66G, 6200 6S, 6201 67, 67G, 6203
IDEAL SP200 SF200 SE200
(1) 20 GA. BACKER PLATE BETWEEN EACH
EMBOSS LOCATION THAT CONTAINS A CENTER
HINGE_ ATTACHED WITH DOUBLE SIDED
ACRYLIC ADHESIVE TO BACK OF DOOR. A
04
SHEET: REVISIONS
1 OF 4 REV, NO -1 ZONE: I DATE: I EC NO. APPVD: I DESCRIPTION
03 1 - 1 2/11/13 j - SH I UPDATED TOP BRACKET REQUIREMENT -
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
RESISTANT GLAZING.. SEE SECTION B -B ON SHEET
TWO FOR DETAILS. (GLAZING SHOWN IN
INTERMEDIATE SECTION.)
IID❑R
HEIGHT
# ❑F
SECTIONS
UP
TO 7'0`
4
7"3'
TO 8'9'
S
9'0'
TO 10'6'
JIII
uI IL
JI II
If777-77,
yil II II e!I 11
II If
1I II
II II
II II
=_====_II
AI i
r11 I
II
It
0
9
16'0`
71 II
II II
10
MAX
SECTION
HEIGHT. 21`
L_=_�=� �
V
25'
15'
33'
�
= Q
LD
I
II
11 II
II..`-,�..`�=--.II
--
1J
x
II II
II 11
AI
V!7_7=7:_
-------
K
II
II
II
II I�
II II
Jf AI
11 91
II I:
II
k+
------1 l
II
I I "-__
11
=-=l'1'
II
=-lJ
II II
I f ===-=l I
II A II
I=^-�=71
II AI
I f -=-=-=1I
II II
1 f =- ===71
AA !I
I f==`==_
II
l! II,
II II
11 II
II II
II
a,
IID❑R
HEIGHT
# ❑F
SECTIONS
UP
TO 7'0`
4
7"3'
TO 8'9'
S
9'0'
TO 10'6'
6
W'9'
T 12'3'
7
12'6'
TO 14'0'
B
14'3'
TO 15'9'
9
16'0`
71 II
II II
10
MAX
SECTION
HEIGHT. 21`
kkl..rr�'
s r f
3,Z 3f ,-j c i
STATE OF .''�J
OR k
r 1
DESIGN ENGINEER -
SCOTT HAMILTON, P.E
LORIDA LICENSE No. 6
16 GA. DOUBLE END STILES.
MAY BE NOTCHED FOR LITE S_
VIEW "B" (SEE SHEET THREE).
VIEW "C" (SEE SHEET THREE).
TWO POINT LOCKING
INTO TRACK.
(2) LHR TOP BRACKETS USED AS
L - ---m— A OPTIONAL OUTSIDE KEYED LOCK POSITION. INNER BOTTOM BRACKET.
MAX. DOOR WIDTH = 16'-2" (1) 3 -IN ROLLER CARRIER (P/N
{312'0394 USED WITH 3" TRACK
,r- GLAZING SHOWN IN TOP SECT.'O%J.
%t
YI
4//
ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1,) ENCLOSED
13UJLDIhrG. 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 CALCULATION$ BY A QUALIFIED
DESIGN PROFESSIONAL MAY DIFFER.
ULTIMATE WIND
160
165
175
185
200
SPEED (MPH)
VIII
el
II
II Fl
It II
11 11
AI AI
71 II
II II
II II
II II
AI If
11 II
II
II II
II
II
L_=_�=� �
V
25'
15'
33'
II
11 II
II It
II fl
II II
II II
II 11
AI
-------
-------
-------
------
k+
II
II II
Il II
l! II,
II II
11 II
II II
II
a,
INSIDE ELEVATIVJ14 )
0C4TION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 INS PER VEHICLE.
VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. SLIDE BOLT LOCK
END ENGAGES INTO
VERTICAL TRACK.
STILE. ONE LOCK ON
EACH SIDE OF OUTSIDE
DOOR. KEYED
HANDLE.
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
ULTIMATE WINO SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
BUILDING CODE OR THE INT:ERJATJONAL BUILDING CODE (BASED ON
ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1,) ENCLOSED
13UJLDIhrG. 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 CALCULATION$ BY A QUALIFIED
DESIGN PROFESSIONAL MAY DIFFER.
ULTIMATE WIND
160
165
175
185
200
SPEED (MPH)
EXPOSURE
$, C, D
S, C, D
B, C
D. C
B
CATEGORY
MEAN ROOF HEIGHT
25'
15'
25'
15'
33'
INSIDE SLIDE BOLT
LOCK OPTION.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE CIF DOOR.
END
STILE.
`--- INSIDE HANDLE
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
OUTSIDE
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOCK WITH ,
LOCK BAR LOCKING.
END
STILE.
MANUFACTURING PRODUCT CODE
DSIE-1F171
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A
TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F.
Unless Stated Otherwise MCI Tel.
8585 Dunce Bouleuord WINDLOAD RATING
TOLERANCES are AdoSCNo 451 -77G U00 r
Tel. Na. 5134500 SA ✓{
.O = ±.031 Badding Products Cv*any F" No. 513-774-4853
•00 = ±,015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS)
_000 = ±.005
.DODO = ±.001 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG
Degrees = t 1/2' CHECKED BY: SH DATE: 14/12/12 SHEET I OF 4 SIZE
Untess Stoted Otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 104724—A/6 VER: IBC
Cl
B
FIA
I
13
A.
4
MODELS 27 GA SHORT
CLOPAY 4300, HDG
HOLMES 66, 66G, 6200
IDEAL SP200
jl�t%j
* ;
No 6 8-� '.Ir
STATE OF ��
y: 441
ONAi—
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
27 GA FLUSH
4301, HDGF
68, 6201
SE20D
27 GA LONG
4310, HDGL
67, 67G, 6203
SE200
IMPACT—RESISTANT CONSTRUCTION:
SOLID DOORS (FID GLAZING) OR DOORS WITH OPTIONAL IMPACT—RESISTANT GLAZING ARE
IMPACT—RESISTANT, OPTIONAL INJECTION—MOLDED POLYCARBONATE ,FRONT FRAME AND
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
IBC/FERC 2606 AND AN APPROVED C1 PLASTIC IN ACCORDANCE SMITH FOC 2612 -
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE— AND SMALL—MISSILE IMPACT RESISTANT,
SECTION B—B (IMPACT—RESISTANT GLAZING OPTION
r DETAIL 'D'
OPTIONAL DECQRATWE fr' 2.25 MULTIPURPOSE THIGH BOND TAPE
SNAP—IN INSERT- (BETWEEN FRAME AND FACADE).
DECOPATIVE FRONT FACADE.
O.I98 �
STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SKIN AND FRAME).
s
IMPACT RESISTANT _`
ONE—PIECE INJECTION LPOLYSTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED GE LEXAN (10) IS x 3/4" PAN HEAD MACHINE SCREWS.
SLX2432T FRONT
FRAME & GLAZING-
dlviPACT—RESISTANT ,ASSEMBLY DETAILS
DILAVw IWI 104724-A
I
SHEET; REVISIONS
OF 4 REV- NG} ZONE: DATE: ECIN NO. APPVD: 1, DESCRIPTION
03 — — — -- I SEE REVISION HISTORY ON SHEET ONE.
STANDARD ASSEMBLY CONSTRUCTION:
OPTIONAL DSB OR 1/8" ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE MTH 18C/FBC
2606.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
REGIONS (REF. CHAPTER 16 FBC/'IBC)-
SECTION B—(NON—IMPACT RESISTANT GLAZING OPTIOW
FOLDED INSIDE
LITE RETAINER.
If
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT—RESISTANT FRAME.
I�—I— ]-25
GLAZING
#$x3,/4" PAN HEAD SCREW
(10 SCREWS PER LITE) -
I
STANDARD ASSEMBLY DETAILS
DRAWING 104724-8
jMANUFACTURING PRODUCT CODE
I DIE -1E171
DESIGN LOADS: +38.0 P.S-F. & —42.0 P.S.F. PART NO.: N/A
TEST LOADS: +57.0 P.S.F. & —63.0 P.S.F.
Unless Stoted Otherwisei � � 8585 Duke Bodeviord VINDLIIAD RATING
TOLERANCES are Tel, N,, C51 4574- RISA
rel. pn, H 45040 USA
,0= *.031 Building Produc19 ConVarry Fax No. 513-770-4853
-00 = t.015 DESCRIPTION: 2" EPS INS- DOORS TO 16'2" (SEE TABLE FOR MODELS
.000 = ±.005
0000 = t.001 DRAWN BY: 5H DATE: 9/28/'12 SCALE: NTS
Degrees = t 1/2' CHECKED BY: SH DATE: 10%12/12 SHEET 2 OF 4 SIZE JJ
Unless Staled Otherwise
DINENSIOt4S ARE IN INCHES. DWG. 1\14.; 104724—A/'B VER: IBC
F n10 A P��[DU 7 A PF"'N0 V A L 16107
0
■
61
A
4
MODELS 27 GA SHORT
CLOPAY 4300, HDG
HOLMES 66, 66G, 6200
IDEAL SP200
HORIZONTAL (TOP) JAMB
27 GA FLUSH
4301, HDGF
68, 6201
SF200
27 GA LONG
4310, HDGL
67, 67G, 6203
SE200
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
SHEET:
3 OF 4 IREV. NOJ ZONE: DATE:
NOTES:
1_ ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEM FROM THE TRACK TO
THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS, NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB,
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB & -338 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS RAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE.
4. A 1/"3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY,
2x6 JAMB TO SUPPOR`OING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
(NO LOAD FROM DOOR)
TOLERANCES pre
MAXIMUM.
_0 =
*.031
FASTENER
TYPE
MAX. 0. C.
2xS VERPCA.L JAMB.
.DO =
ON -CENTER
27 GA FLUSH
4301, HDGF
68, 6201
SF200
27 GA LONG
4310, HDGL
67, 67G, 6203
SE200
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
SHEET:
3 OF 4 IREV. NOJ ZONE: DATE:
NOTES:
1_ ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEM FROM THE TRACK TO
THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS, NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB,
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB & -338 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS RAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE.
4. A 1/"3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY,
2x6 JAMB TO SUPPOR`OING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
' FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING-
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
IAINimum DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"x, EXCLUDING STUCCO THICKNESS.
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
An
03 1 — I —
REVISIONS
ECN NO. I APPVD:
DESCRIPTION
— I — I SEE REVISION HISTORY ON SHEET ONE.
1.95" THICK, 1# DENSII
EXPANDED POLYSTYRENE FOA
INSULATION LAMINATED TO 601
EXTERIOR AND INTERIOR SKIN'
TONGUE AND GROOVE JOIN
1-4.
r
4-1/4"
L
VIEW "U
4" TALL TAPER STRU
0.057" MIN. GALV. S
50 KSI. MIN.
27 GA (0.016" MIN.) EXTERIOR STEEL
SKIN WITH G-40 MIN. GALV. BAKED–ON
POLYESTER PAINTED TOP COAT APPLIED
TO- BOTH SIDES OF STEEL SKIN.
({14x5/8" SHEET METAL SCREWS
0 0
0 0
00 b 0
1/4"x3/4" SELF
O TAPPING SCREWS_
14 +13A. END HINGES 18 GFS. (MIN.) INTERMEDIATE HINGE
VIEW "B" .VIEW "C"
SECTION A -A. (SIDE_ VJEW)
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
12 GA. GALV. STEEL TOP ROLLER
%CKETS (2-1/2" x 5-3/8"). EACH
�CKET ATTACHED W/(4) #14x5/8" SHEET
FAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TOP BRACKET WITH (2) 1/4`x1/2- BOLTS
) NUTS PER BRACKET.
7 GA. (0.016" MIN.) INTERIOR STEEL SKIN
lRAWING QUALITY) WITH G-40 MIN. GALV.,
4KED—ON PRIMER AND A BAKED—ON
OLYESTER PAINTED TOP COAT APPLIED TO
DTH SIDES OF STEEL SKIN.
14 GA_ GALV, ROLLER HINGE. EACH HINGE
FASTENED TO END STILES WITH (4) 014x5/8"
SHEET METAL AND (2) 1/4"x3/4" SELF
TAPPING SCREWS. SEE VIEW "B".
IE 4" T—STRUT PER SECTION_ (SEE
EW "ID") EACH T—STRUT ATTACHED AT
kCH HINGE LOCATION WITH (2)
!4"x3/4" SELF TAPPING SCREWS.
A. GALV. STEEL BOTTOM BRACKET ATTACHED
(2) #144/8" SHEET METAL SCREWS.
IINUM EXTRUSION & VINYL WEATHERSTRIP.
MANUFACTURING PRODUCT C❑DE1
DSIE-IE171
DESIGN LOADS. +38.0 P.S.F. & —42.0 P_S.F.
Tr-cT r nnrxc. 1 7 X) D c c s. –9z A D S F PART INO.: N/A
Unless Sloted Otherwise
TOLERANCES pre
MAXIMUM.
_0 =
*.031
Building Products I amlx
.DO =
ON -CENTER
DESCRIPTION:
-000 =
f _W5
DISTANCE
STEEL
DRAWN BY: SH
Degrees =
t 1/2°
BETWEEN
WASHERS
BUILDING TYPE
FASTENER TYPE
FASTENERS`
REQUIRED?,
BLOCK WALL
14 x
1 -1 4" MIN_ EMBED TAPCON CONCRETE ANCHOR
7-1 2"
1" O.D.
3000 PSI MIN. CONCRETE
1 4" x
' I1Ih,.
1EMBED TAPCON CONCRETE ANCHOR
8-1/4'
1"
O.D.-N_
CONCRETE3/8"
X
1-3'4" 'tN. EMBED %VEJ-IT ANKR TITF SLEEVE ANCHOR
16-1
INCLUDED
4000 PSI MIN. CONCRETE
3 " X
1-3 4" GAIN. M W -IT ANKR TITS SLEEVE ANCHOR
24"
INCLUDED
W O FRAME YP {1.55 SG
112" x
SCREW ASTM A307 RAD A 1-5 8" EMBEID INTO STRU TUR
17-3 4"
i O.D.
' FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING-
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
IAINimum DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"x, EXCLUDING STUCCO THICKNESS.
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
An
03 1 — I —
REVISIONS
ECN NO. I APPVD:
DESCRIPTION
— I — I SEE REVISION HISTORY ON SHEET ONE.
1.95" THICK, 1# DENSII
EXPANDED POLYSTYRENE FOA
INSULATION LAMINATED TO 601
EXTERIOR AND INTERIOR SKIN'
TONGUE AND GROOVE JOIN
1-4.
r
4-1/4"
L
VIEW "U
4" TALL TAPER STRU
0.057" MIN. GALV. S
50 KSI. MIN.
27 GA (0.016" MIN.) EXTERIOR STEEL
SKIN WITH G-40 MIN. GALV. BAKED–ON
POLYESTER PAINTED TOP COAT APPLIED
TO- BOTH SIDES OF STEEL SKIN.
({14x5/8" SHEET METAL SCREWS
0 0
0 0
00 b 0
1/4"x3/4" SELF
O TAPPING SCREWS_
14 +13A. END HINGES 18 GFS. (MIN.) INTERMEDIATE HINGE
VIEW "B" .VIEW "C"
SECTION A -A. (SIDE_ VJEW)
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
12 GA. GALV. STEEL TOP ROLLER
%CKETS (2-1/2" x 5-3/8"). EACH
�CKET ATTACHED W/(4) #14x5/8" SHEET
FAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TOP BRACKET WITH (2) 1/4`x1/2- BOLTS
) NUTS PER BRACKET.
7 GA. (0.016" MIN.) INTERIOR STEEL SKIN
lRAWING QUALITY) WITH G-40 MIN. GALV.,
4KED—ON PRIMER AND A BAKED—ON
OLYESTER PAINTED TOP COAT APPLIED TO
DTH SIDES OF STEEL SKIN.
14 GA_ GALV, ROLLER HINGE. EACH HINGE
FASTENED TO END STILES WITH (4) 014x5/8"
SHEET METAL AND (2) 1/4"x3/4" SELF
TAPPING SCREWS. SEE VIEW "B".
IE 4" T—STRUT PER SECTION_ (SEE
EW "ID") EACH T—STRUT ATTACHED AT
kCH HINGE LOCATION WITH (2)
!4"x3/4" SELF TAPPING SCREWS.
A. GALV. STEEL BOTTOM BRACKET ATTACHED
(2) #144/8" SHEET METAL SCREWS.
IINUM EXTRUSION & VINYL WEATHERSTRIP.
MANUFACTURING PRODUCT C❑DE1
DSIE-IE171
DESIGN LOADS. +38.0 P.S.F. & —42.0 P_S.F.
Tr-cT r nnrxc. 1 7 X) D c c s. –9z A D S F PART INO.: N/A
Unless Sloted Otherwise
TOLERANCES pre
TOPE
_0 =
*.031
Building Products I amlx
.DO =
t.015
DESCRIPTION:
-000 =
f _W5
0000 =
i .001
DRAWN BY: SH
Degrees =
t 1/2°
CHECKED BY:
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
DWG
IF
nQ[D
CD
8585 Duke Oftlevord WINDL❑AD RATING
�1i
Mason,.No 51 4544-1 USA
,800
J TeI. Na_ Sia-7?iY-480Q
y Fax No- 51.3-770-4B53
2" EPS INS. DOORS T4 16'2" (SEE TABLE FOR MGDELE
DATE: 9/28/12 SCALE: NTS DWG
SHDATE: 10/1,2/12 SHEET 3 OF 4 SIZE
NO.: 104724{- A/B VERy IBC
abu�J-r PFRO [ of L 1 0;A � i U tel/
A
V
fW1
0
2" TRACES CONFIGURATION
DOORS UP TO 800 LBS -
3" TRACK CONFIGURATION
DOORS 800 LSS AND OVER -
DESIGN EN'GINEER:
3COTf HAMILTON, P -E.
AM
NOTE: TRACE{ CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
DOOR COUNTERBALANCE SYSTEM
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO
JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS
AND TO TRACK WITH (2) 1/4" RIVETS.
AS RQD: SPACING NTE 14" O -C.
63" 2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.083".
50"
38' TYP. 2-1/2" X 12 GA GALV.
STEEL TRACK BRACKETS,
// ATTACHED TO JAMB WITH (1)
24" 5/16" X 1-5/8" LAG SCREW PER
TRACK BRACKET.
10"
3 -1/2 -
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR
,/^ DOORS OVER 8' HIGH.
I 3' GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
.-'THICKNESS. 0.161`. ANGLE THICKNESS: 0.080".
MIN- ANGLE DImENSIONS 3-1/4' x 7-7/8".
VERTICA.L/HORIZONT�IRBACRACK 14" MAXIMUM SPACING
JUNCTION- TWO 1/4"OLTS FROM LAST MOUNTING
& NUTS FOR EACHK. SLOT T6 TRACK JUNCTION
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENTERS.
-12" ON CENTER
46'
34" NE. Y4" TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
22"
10"
3-1/2"
.DOOR VERTICAL
HEIGHT TRACK LENGTH
7'-0"
MODELS
27 GA SHORT
27 GA FLUSH
27 GA LONG
CLOPAY
4300, HDG
4301, HDGF
4310, HDGL
HOLMES
66, 66G, 6200
68, 6201
67, 67G, 6203
IDEAL
SP200
SF200
SE200
2" TRACES CONFIGURATION
DOORS UP TO 800 LBS -
3" TRACK CONFIGURATION
DOORS 800 LSS AND OVER -
DESIGN EN'GINEER:
3COTf HAMILTON, P -E.
AM
NOTE: TRACE{ CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
DOOR COUNTERBALANCE SYSTEM
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO
JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS
AND TO TRACK WITH (2) 1/4" RIVETS.
AS RQD: SPACING NTE 14" O -C.
63" 2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.083".
50"
38' TYP. 2-1/2" X 12 GA GALV.
STEEL TRACK BRACKETS,
// ATTACHED TO JAMB WITH (1)
24" 5/16" X 1-5/8" LAG SCREW PER
TRACK BRACKET.
10"
3 -1/2 -
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR
,/^ DOORS OVER 8' HIGH.
I 3' GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
.-'THICKNESS. 0.161`. ANGLE THICKNESS: 0.080".
MIN- ANGLE DImENSIONS 3-1/4' x 7-7/8".
VERTICA.L/HORIZONT�IRBACRACK 14" MAXIMUM SPACING
JUNCTION- TWO 1/4"OLTS FROM LAST MOUNTING
& NUTS FOR EACHK. SLOT T6 TRACK JUNCTION
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENTERS.
-12" ON CENTER
46'
34" NE. Y4" TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
22"
10"
3-1/2"
.DOOR VERTICAL
HEIGHT TRACK LENGTH
7'-0"
72
8'-0"
84-
9'-G"
96"
10-0
108-
12'-0"
132-
14'-0"
156"
16 --0"
_ 164" -
SHEET:
4 OF 4 REV. NO. ZONE: DATE:
03 - I -
JAME (CONFIGURATION
DOORS UP TO €100 LBS.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE 3„ MIN.
"JAMB PREPARATION NOTE".
2-1/2" X 12 GA GALV. STEEL
TRACK BRACKETS FASTENED TO
WOOD JAMBS WITH 5/6` X 1-5/8"
LAG SCREWS NOT T4 EXCEED 14"
ON -CENTER- MIN. OF (9) LAG
SCREWS REQUIRED PER JAMB -
REVISIONS
ECN NO. APPVD:
- I - I SEE REVISION HISTORY ON SKEET ONE -
DESCRIPTION
OPTIONAL STOP MOULDING B'Y INSTALLER (TO SUIT).
16 GA GALV, STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER SCREW(.
END STILE DIAL.: 5--3/4 X 2-1/8" X 3/8".
7/16" I.D. ROUND 18 GA- GALV. STEEL CENTER HINGE
PUSH NUT FASTENED TO SECTIONS Wf/(4) EACH
FASTENER. #14x5/8" SHEET MEAL SCREWS.
14 G.A. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 1145/8"
SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
2" GALV- STEEL TRACK FASTENED TO
12 GA GALV STEEL TRUCK BRACKETS
WITH EITHER (2) 1/4" DIA. RIVETS OR 2" DIA. 7-1/2" LOh#G. STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
(1) 1/4" X 5/8" BOLT & NUT PER
TRACK BRACKET, SECTION C -C
PREPARATION OF JAMBS BY OTHERS -
JAMB CONFIGURATION
DOORS 60D LBS AND OVER.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
HORIZONTAL TRACK "JAMB PREPARATION NOTE".
SUPPORT BY DOOR
INSTALLER (TO SUIT).
3-1/4- x 2-7/8" MiIN- x 6.0&0" TAPERED
ANGLE- SEE LAG BOLT MOUNTING AT TRACK
CONFIGURATION BELOW.
0.101" THICK 3" GALV. STEEL TRACY FASTENED
TO TAPERED ANGLE. TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT &
NUT AT EACH MOUNTING SLOT.
LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
ATTACHED WITH (2) 1/4" x 3/4' SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
USED WITH 'DOUBLE END STILE" AS SHOWN iN
ZONE B-3 SHEET 1.
DOUBLE TRACK
LOW HEADROOM OPTION
(AVAIL. FOR 130TH 2" AND 3" TRACK)
DOUBLE HORIZONTAL
TRACK.,
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) .S X 1/2' WAFER
SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
II 18 GA. GALV. STEEL CENTER HINGE
7/16" LD. ROUND FASTENED TO SECTIONS W/(4) EACH
i PUSH NUT #14x5/8" SHEET METAL SCREWS.
FASTENER.
14 GA. GALV. STEEL ROLLED HINGES FASTENED TO END
STILES W/(4) EACH J14x5/8" SHEET METAL SCREWS
AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE-
I F� N RrME 9PES� C SP1101110011
L1 % I
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'L- 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
SECTION C -C
MANUFACTURING PRODUCT CI]DI
PREPARATION OF JAMBS BY OTHERS,
DSIE-1F171
DESIGN LOADS: +38.0
P.S.F. & -42.0 P.S,F.
PART N{7.; N/A
TEST LOADS: +57.0 P.S.F.
& -63.0 P.S.F.
Unless Stnted OtherwiseM
8585 Duke Boulevord
,. OH 7041 USA
�I�
VINDLOAD RATING
TOLERANCES are
Tel. 513-770-48000USA
��� Tel. No
0 = t-031
Wilding ProdKts Compony Fox No. 513-771)-4853
ONE 5/1 6" x 1 5/ LAG SCREW SPACED AT THE FUME
.00 = :L.015
DESCRIPTION: 2" EPS ISIS, DOORS TO 16'2" (SEE TABLE FOR MODELS
DISTANCES AS THE TRACK BOLTS (I -E. 3-1/2", 10". 22", 34"
.000 = f.605
.000
46". ETC.). ADDITIONAL LOG SCREWS LOCATED AT 16". 28', &
= t .001
001
DRAWN BY: SH
DATE: °/28/1 2
SCALE: NTS pyy
40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE
Degrees = d
CHECKED BY: SIH
DATE: 10/12/12 SHEET 4 OF 4 SIZE
B
VERTICAL/HORIZONTAL TRACK JUNCTION.
Unless Sloted Otherwise
MMENSIONS ARE IN INCHES.
DWG. NO-: 104724-A/B
VER: IBC
I F� N RrME 9PES� C SP1101110011
L1 % I
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0