HomeMy WebLinkAboutAPPROVED 12'2x7 4300 w8C
L
I
0
MODELS
4
27 GA SHORT
27 GA FLUSH
27 GA LONG
CL❑PAY
4300, HDG
4301, HDGF
4310, HDGL
H❑LMES
66, 66G, 6200
68, 6201
67, 67G, 6203
IDEAL
SP200
SF200
SE200
I
(1) 20 GA. BACKER PLATE BETWEEN EACH
EMBOSS LOCATION THAT CONTAINS A CENTER
HINGE. ATTACHED WITH DOUBLE SIDED
ACRYLIC ADHESIVE TO BACK OF DOOR. i A
3
SHEET,
1 OF 3 REV. NO
04
05
OPTIONAL ROW OF IMPACT —RESISTANT GLAZING.
MAX. GLAZING SIZE IS 19-1/2" x 12".
GLAZING IS INJECTION MOLDED GE LEXAN
SLX2432T, AN APPROVED CC2 PLASTIC IN
ACCORDANCE WITH IBC/FBC 2606.
SEE SECTION B—B FOR ASSEMBLY DETAILS.
(GLAZING SHOWN IN INTERMEDIATE SECTION.)
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III
II
II III II
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11
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AAAV rVV1R WIr)TW
OPTIONAL OUTSIDE KEYED LOCK POSITION.
— 1 R'-7"
DOOR
HEIGHT
# OF
SECTI❑NS
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
SECTI❑N HEIGMT,
21'
i
No 63286 .
0: STATE OF
OR1,DP0�,�r
Air tlll►.11►►►
it
DESIGN ENGINEER(
SCOTT HAMILTON, P.E.
11
16 GA. DOUBLE END STILES.
MAY BE NOTCHED FOR LITES.
VIEW "B" (SEE SHEET TWO).
—VIEW "C" (SEE SHEET TWO).
TWO POINT LOCKING
INTO TRACK.
2 1 1
REVISIONS
ZONE: DATE: ECN NO. APPVD: DESCRIPTION
— 3/5/20 EN2736 SH REVISED MAX WINDOW SIZE AND TITLE BLOCK
— 8/5/20 — SH REMOVED WIND CHART
IMPACT -RESISTANT CONSTRLiCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT —RESISTANT GLAZING ARE
IMPACT —RESISTANT. OPTIONAL MAX WINDOW SIZE 19-1/2"x12" INJECTION —MOLDED
POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2
PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED C1 PLASTIC IN
ACCORDANCE WITH FBC 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.
r GLAZING SHOWN IN TOP SECTION.
Kil ILXX
E2
Ili it li ;I li it 1� it li it l� it l� �I1Iy
0
IL
(2) LHR TOP BRACKETS USED AS
INNER BOTTOM BRACKET. 1
0USEDWITHTRACK. ',_(1)
120394) ROLLER
R 3E SLIDE BOLT LOCK
INSIDE ELEVATIONS END ENGAGES INTO
VERTICAL TRACK.
LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN PER VEHICLE. STILE. ONE LOCK ON
VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. EACH SIDE OF
SECTION 13-13 IMPACT -RESISTANT GLAZING OPTION
DETAIL 'D'
DETAIL —�
OPTIONAL DECORATIVE % —2.25 MULTIPURPOSE HIGH BOND TAPE
SNAP —IN INSERT. I (BETWEEN FRAME AND FACADE).
{ SNAP —IN INSERT.Nr DECORATIVE FRONT FACADE.
v.oa—
i STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SKIN AND FRAME).
IMPACT RESISTANT
ONE—PIECE INJECTION L POLYSTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED GE LEXAN (10) #8 x 3/4" PAN HEAD MACHINE SCREWS.
SLX2432T FRONT
FRAME & GLAZING.
3
DOOR.
INSIDE SLIDE BOLT OUTSIDE
LOCK OPTION. KEYED
HANDLE.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE.
I ti— INSIDE HANDLE
OUTSIDE KEYED K
S�AP LECH LOCK OPT N.
END
STILE.
OUTSIDE
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
QUI51DE KEYED LOCK WITH
LOCK BAR LOCKING.
It
C
0
(MANUFACTURING PRODUCT CODE
DSIE-1E171
DESIGN LOADS: +46.0 P.S.F. & —52.0 P.S.F.
TEST LOADS: +69.0 P.S.F. & —78.0 P.S.F. PART NO.: N/A n
Unless Stated otherwise = Clneay 8585 Duke Boulevard WINDL❑AD RATING
TOLERANCES are Mason, 51 —770 USA \ . / P 4 O
Tel. Na. 513-770-4500 �1v
.0 = f.031 CORPORA ION Fax No. 513-770-4853
.00 = f.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS)
.000 = t.005 DRAWN BY: SH DATE: 10/12/1 SCALE: NTS DWG.
.0000 = t.001 SIZE B
Degrees = t 1/2' CHECKED BY: SH DATE: 10/26/12 SHEET 1 OF 3
Unless Stated Otherwise VER: IBC
DIMENSIONS ARE IN INCHES. DWG. NO.: 104736
2 TOO RMA p OOC T OpRIMDOO WAL 16107
I
C
0
0
4
MODELS 27 GA SHORT
CL❑PAY 4300, HDG
H❑LMES 66, 66G, 6200
IDEAL SP200
r— HORIZONTAL (TOP) JAMB
(NU LUAU MUM DOOR)
FASTENER
TYPE
MAX. O.C.
2x6 VERTICAL JAMB
27 GA FLUSH
4301, HDGF
68, 6201
SF200
27 GA LONG
4310, HDGL
67, 67G, 6203
SE200
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
SHEET
2 OF 3 1 REV. NO. I ZONE: F DATE:
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN 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 +368 LB & —416 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY 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 SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
MAXIMUM
ON —CENTER
DISTANCE
STEEL
EN
'WASHERS
BUILDING TYPE
FASTENER TYPE
FASTENERS*
REQUIRED?
BLOCK WALL
1 4" x 1-1 4" MIN. EMBED TAPCON CONCRETE ANCHOR
6-1/4
1 O.D.
3000 PSI MIN. CONCRETE
1 4 x 1 MIN. EMBED TAPCON CONCRETE ANCHOR
6-3/4"
11, O.D.
3 8" X 1-3 4" MIN. EMBED WEJ—IT ANKR TITE SLEEVE ANCHOR
—
I
PSI MIN, QONQ!3E1E
" X — — I ANCHOR
INCLUDED
FMRFD INTQ STRUCTUR
1 `—OD.
* FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON —CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS.
��t►���T sHA1�'L11 -rrr
0. T r
y�:•t�GE NSF :p�fr��i
�. No 63286
STATE OF 4U..
:o
ir�S'`�+►� N A� E �%%` +
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
11
REVISIONS
ECN NO. APPVD: I DESCRIPTION
-- I SEE REVISION HISTORY ON SHEET ONE.
1.95" THICK, 1 # DENSITY
EXPANDED POLYSTYRENE FOAM
INSULATION LAMINATED TO BOTH
EXTERIOR AND INTERIOR SKINS.
TONGUE AND GROOVE JOINTS.
f j4-1/4"
LVIEW D"
4" TALL TAPER STRUT.
0.062" MIN. GALV. STEEL,
80 KSI. MIN.
27 GA (0.016" MIN.) EXTERIOR
STEEL SKIN (DRAWING QUALITY)
WITH G-40 MIN. GALV.
BAKED —ON POLYESTER PAINTED
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
#145/8" SHEET METAL SCREWS
Q
1 /4"x3/4" SELF
TAPPING SCREWS.
14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HULGE
VIEW "B" VIEW "C"
3
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
(1) 12 GA. GALV. STEEL TOP ROLLER
BRACKETS (2-1/2" x 5-3/8"). EACH
BRACKET ATTACHED W/(4) #14x5/8" SHEET
METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1 /4"x 1 /2" BOLTS
AND NUTS PER BRACKET.
27 GA. (0.016" MIN.) INTERIOR STEEL SKIN
(DRAWING QUALITY) WITH G-40 MIN. GALV.,
BAKED —ON PRIMER AND A BAKED —ON
POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
14 GA. GALV. ROLLER HINGE. EACH HINGE
FASTENED TO END STILES WITH (4)
#145/8" SHEET METAL AND (2)
1/4"0/4" SELF TAPPING SCREWS. SEE
VIEW "B".
ONE 4" T—STRUT PER SECTION. (SEE
VIEW "D") EACH T—STRUT ATTACHED AT
EACH HINGE LOCATION WITH (2)
1 /4"x3/4" SELF TAPPING SCREWS.
13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
WITH (2) #145/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A --A (SIDE VIEW_)
MANUFACTURING PRODUCT C❑DE
DSIE-1F171
DESIGN LOADS: +46.0 P.S.F. & —52.0 P.S.F. PART NO.: N/A
TEST LOADS: +69.0 P.S.F. & —78.0 P.S.F.
Unless Stated Otherwise = Clnpay 8585 Duke 5040 SA WINDL❑AD RATING
TOLERANCES are Tel. 4H —771 USA \ / 8 D P 4 6
Tel. Ho. 513-770-4800 W CJ
.0 = t.031 CORPORATION Fax No. 513-770-4853
.00 = f.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS
.000 = t .005
.0000 = t.001 DRAWN BY: SH DATE: 10/12/1 SCALE: NTS DWG.
Degrees = t1/27 CHECKED BY: SH I DATE: 10/26/121 SHEET 2 OF 3 ISIZEB
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 104736
2 FLOOI��D/� p OL1=2)
VER: IBC
LappIOO 0L I M 077
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I
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0
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0
MODELS
4
27 GA SHORT
27 GA FLUSH
27 GA LONG
CL❑PAY
4300, HDG
4301, HDGF
4310, HDGL
H❑LMES
66, 66G, 6200
68, 6201
67, 67G, 6203
IDEAL
SP200
SF200
SE200
2" TRACK CONFIGURATION
DOORS UP TO 800 LBS.
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
*-- DOOR COUNTERBALANCE SYSTEM
F
ALV. STEEL FLAG BRACKET ATTACHED TO
TH (3) 5/16" X 1-5/8" LAG SCREWS
TRACK WITH (2) 1/4" RIVETS.
x
w AS RQD: SPACING NTE 14" O.C.
X:
Of
0 63" 2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.083".
II
= 50"
w
= " 38
� TYP. 2-1/2" X 12 GA GALV.
z STEEL TRACK BRACKETS,
z ATTACHED TO JAMB WITH (1)
o - 24" 5/ 16" X 1-5/8" LAG SCREW PER
TRACK BRACKET.
—10"
3-1/2"
3
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
2 1
SHEET, REVISIONS
3 OF 3 REV. 14 10. ZONE: DATE: EC NO. APPVD: DESCRIPTION
05 - -- - - SEE REVISION HISTORY ON SHEET ONE.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE 3" MIN. OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
"JAMB PREPARATION NOTE". �: , : 16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER SCREW.
END STILE DIM.: 5-3/4 X 2-1 /8" X 3/8".
2-1/2" X 12 GA GALV. STEEL ---
TRACK BRACKETS FASTENED TO
WOOD JAMBS WITH 5/6" X 1-5/8" 7/16" I.D. ROUND 18 GA. GALV. STEEL CENTER HINGE
LAG SCREWS NOT TO EXCEED 14" PUSH NUT FASTENED TO SECTIONS W/(4) EACH
ON -CENTER. MIN. OF (9) LAG FASTENER. #14x5/8" SHEET METAL SCREWS.
SCREWS REQUIRED PER JAMB. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8"
SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
2" GALV. STEEL TRACK FASTENED TO
12 GA GALV STEEL TRACK BRACKETS 2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
WITH EITHER (2) 1/4" DIA. RIVETS OR
(1) 1/4" X 5/8" BOLT & NUT PER SECTION C-C
TRACK BRACKET. LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
PREPARATION _OF JAMBS BYE SCREWS °N0TE THAT 1LHR BRACKETS ARE ALSO4" SELF
USED WITH "DOUBLE END STILE" AS SHOWN IN
ZONE B-3 SHEET 1.
3" TRACK CONFIGURATION NOTE* TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE JAMB CON rI-I kE TIM
DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. IlC1C1RS ROC] L S AND OVER,
CENTER HAND REQUIRED FOR '
DOORS OVER 8' HIGH. HORIZONTAL TRACK
�/ SUPPORT BY DOOR
F✓N INSTALLER (TO SUIT). 1" DOOR OVERLAP (EACH SIDE)
A.1�1
�� •.•''
No 63286
STATE OF �'�
0=
_ ► It.1
DESIGN ENGINEERI
SCOTT HAMILTON, P.E.
0
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II
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2
z
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EL
0
2x6 SYP WOOD JAMB. SEE
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK "JAMB PREPARATION NOTE". •/
THICKNESS: 0.101". ANGLE THICKNESS: 0.080".
MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8".
VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING 3-1/4" x 2-7/8" MIN. x 0.080" TAPERED
JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING ANGLE. SEE LAG BOLT MOUNTING AT TRACK A
a N1lTS FOR FACH TRACK. SLOT TO TRACK JUNCTION CONFIGURATION BELOW. j
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENTERS.
12" ON CENTER
46"
34" NE. Y4" TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
22"
no
DOOR
HEIGHT
VERTICAL
TRACK LENGTH
7 -
72
94-
q,-0
96
1 -108,
12 -O
132
14--D
156"
16 -0
180
0.101" THICK 3" GALV. STEEL TRACK FASTENED
TO TAPERED ANGLE. TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT &
NUT AT EACH MOUNTING SLOT.
poWBLE IRACK
(AVAIL. FOR BOTH 2" AND 3" TRACK)
DOUBLE HORIZONTAL
TRACK.
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER
SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
18 GA. GALV. STEEL CENTER HINGE
7/16" I.D. ROUND FASTENED TO SECTIONS W/(4) EACH
PUSH NUT #14x5/8" SHEET METAL SCREWS.
FASTENER.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END
STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS
AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
I�
C
In■
�- 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
SECTION C-C MANUFACTURING PRODUCT]COD
PREPARATION �s� D S I E —1 F 171
DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F. PART NO.: N/A
TEST LOADS: +69.d P.S.F. & -78.0 P.S.F. A
Unless Stated Otherwise = �1gipay 8585 Duke Boulevard WINDL❑AD RATING
TOLERANCES are Mason, 51 -770 u00 \ / Q D P 4 6
- Tel. No. 513-770-4800 �/�/ V
.0 = t.031 CORPORATION Fax No. 513-770-4853
ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME .00 = f.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS
DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2 10", 22", 34", .000 = t.005 DRAWN BY: SH DATE: 10/12/1 SCALE: NTS =DWG46". ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28", & .0000 = t.001
40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = t 1/2' CHECKED BY: SH DATE: 10/26/12 SHEET 3 OF 3
VERTICAL/HORIZONTAL TRACK JUNCTION. Unless Stated Otherwise VER: IBC
DIMENSIONS ARE IN INCHES. DWG. NO.: 104736
3 2 �f�OO Ld0 �. p ODMC T APPROWAL 161007