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'CLASSIC' RAISED PANEL EMBOSS DOORS
MODELS 24 GA 25 GA 25 GA
CLOPAY 84A, 94 73, 75 76
IDEAL 4RST, 4FW 6RST 2RST
HOLMES 48, 48B 42, 421} --
SHORT PANEL LONG PANEL
-
MODEL 4F IS FLUSH
DOOR HEIGHT # OF I# OF IU- BARS
18
'CARRIAGE HOUSE' RAISED PANEL EMB13SS DOORS
MODELS 25 GA 25 GA
CLDPAY GD5S, GR5S _
'GALLERY'
H❑LMES AR5S --
'ARTISTRY'
IDEAL EDSS --
'CARREAGE HOUSE'
SIH❑RT PANEL P LONG PANEL
OPTIONAL GLAZING MAY BE
STANDARD OR IMPACT RESISTANT
GLAZING. SEE SECTION B—B ON
SHEET 2 FOR DETAILS.
MAX. STANDARD SIZE IS
19-1/2"06". IMPACT RESISTANT
GLAZING IS 21-5/8"x14-1/8".
MAX DLO SIZE IS 18— 1 /2"x1 1 ",
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 r
BUILDING. 2) DWR HAS 2' OF WIDTH IN BUILDING'S END ZONE 3) �
ANY .ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH
ANSI/DASMA 148_ SITE-SPECIFIC CALCULATIONS BY A QUALIFIED
DESIGN PROFESSIONAL MAY DIFFER.
ULT11AT
(MPH) E WINDI 155 160 170 1180 ]95
SPEED
EXPOSURE
CATEGORY E, C, D B, C, D FB, C D, C B
MEAN ROOF HEECHT 2U' I '5' 1 15' 30'
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 6
SHEET REVISIONS
1 OF 4 REV. NO. ZONE: I DATE: I ECM NO. APPVD: DESCRIPTION
17 — 2/11/13 1 — SH REVISED FOR NEW LOADS.
SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH
EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE]. EACH INTERM_ STILE
ATTACHED WITH TOG—L—LOC (TOP & BOTTOM) AND URETHANE ADHESIVE
(ALONG CENTER).
LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD
INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM.
STILE ATTACHED WITH TOG—L—LOC (TOP & BOTTOM) AND URETHANE
ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL
PER SECTION, FIELD—INSTALLED WITH (4) #8 SMS (PER STILE).
I No A
MANUFACTURING PRODUCT CODE
SECTILINS
LONG PANEL: PAN -2F156
UP
TO 7'0'
4
6
USA
pay 8585 Duke Boulevard
�.�® Mason. No 51 -770 800
Tel. No. 513-770-48U0
7'3'
TO 8'9'
5
8
•
9'0'
TO 10'6'
6
9
.004 = ±.005
.0000 = t.041 I
10'9'
TO 12'3'
7
11
12'6'
T 14'0'
8
12
14'3•
TO 15'9`
9
14
WA ft .96
16'0"
10
15
MAX SECTION
HEIGHT; 21'
18
'CARRIAGE HOUSE' RAISED PANEL EMB13SS DOORS
MODELS 25 GA 25 GA
CLDPAY GD5S, GR5S _
'GALLERY'
H❑LMES AR5S --
'ARTISTRY'
IDEAL EDSS --
'CARREAGE HOUSE'
SIH❑RT PANEL P LONG PANEL
OPTIONAL GLAZING MAY BE
STANDARD OR IMPACT RESISTANT
GLAZING. SEE SECTION B—B ON
SHEET 2 FOR DETAILS.
MAX. STANDARD SIZE IS
19-1/2"06". IMPACT RESISTANT
GLAZING IS 21-5/8"x14-1/8".
MAX DLO SIZE IS 18— 1 /2"x1 1 ",
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 r
BUILDING. 2) DWR HAS 2' OF WIDTH IN BUILDING'S END ZONE 3) �
ANY .ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH
ANSI/DASMA 148_ SITE-SPECIFIC CALCULATIONS BY A QUALIFIED
DESIGN PROFESSIONAL MAY DIFFER.
ULT11AT
(MPH) E WINDI 155 160 170 1180 ]95
SPEED
EXPOSURE
CATEGORY E, C, D B, C, D FB, C D, C B
MEAN ROOF HEECHT 2U' I '5' 1 15' 30'
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 6
SHEET REVISIONS
1 OF 4 REV. NO. ZONE: I DATE: I ECM NO. APPVD: DESCRIPTION
17 — 2/11/13 1 — SH REVISED FOR NEW LOADS.
SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH
EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE]. EACH INTERM_ STILE
ATTACHED WITH TOG—L—LOC (TOP & BOTTOM) AND URETHANE ADHESIVE
(ALONG CENTER).
LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD
INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM.
STILE ATTACHED WITH TOG—L—LOC (TOP & BOTTOM) AND URETHANE
ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL
PER SECTION, FIELD—INSTALLED WITH (4) #8 SMS (PER STILE).
I No A
INSIDE ELEVATION
'CLASSIC' SHIRT RAISED—PANEL SHOWN, LONG 'CLASSIC`
AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED -
#14x5/8" SHEET
Ir METAL SCREWS
01/4"x3/4" SELF
00 TAPPING SCREWS O
4
14 GA. END HINGES 18 'GA. INTERMEDIATE HINGE
VIEW "B" VIEW "C"
END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG—L—LOC
SYSTEM (TOP, BOTTOM, 8c CENTER).
SEE END HINGE
/
VIEW B.
SEE INTERMED. HINGE
VIEW C.
\—TWO POINT LOCKING
INTO TRACK
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
OUTSIDE 4 END
KEYED STILE.
HANDLE.
SLIDE BOLT LOCK
ENC ENGAGES INTO
STILE. 'VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT
LOCK OPTION.
OUTSIDE
HANDLE,
END
STILE.
CIC BAR
GAGES IN
ACK ON
_ CH SIDE
OF DOOR-
` INSIDE HANDLE
OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION. LOCK BAR LOCKING.
MANUFACTURING PRODUCT CODE
■ �I
LONG PANEL: PAN -2F156
"ter ■
PART NO.: N/A
Unless Slated Otherwise
T( LERANC Es are
USA
pay 8585 Duke Boulevard
�.�® Mason. No 51 -770 800
Tel. No. 513-770-48U0
4IINTILDAD RATING
y�
•
O = :1:.031
946ng Produols Componq Fox Nn_ 5113-770-4853
•
DESCRIPTION: CLASSIC AND CH RIP STEEL PAN SC +38/-44 PSF
_00 = ±.015
.004 = ±.005
.0000 = t.041 I
DRAWN BY: MW DATE: 3/15/95 SCALE: NTS
DWG.
Degrees = t 1/2°
CHECKED BY: -- DATE: -- SHEET 1 OF 4-
SIZE
L)
I ��mi�
Unless Staled Otherwise
DIMENSIONS ARE IN INCHES.
DWG. NO--- 101.348 - A/B 'VER: IBC
WA ft .96
1!i tea# ���r■
s
OPTIONAL OUTSIDE
LOCK i OPTIONAL VENT
DOOR
INSIDE ELEVATION
'CLASSIC' SHIRT RAISED—PANEL SHOWN, LONG 'CLASSIC`
AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED -
#14x5/8" SHEET
Ir METAL SCREWS
01/4"x3/4" SELF
00 TAPPING SCREWS O
4
14 GA. END HINGES 18 'GA. INTERMEDIATE HINGE
VIEW "B" VIEW "C"
END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG—L—LOC
SYSTEM (TOP, BOTTOM, 8c CENTER).
SEE END HINGE
/
VIEW B.
SEE INTERMED. HINGE
VIEW C.
\—TWO POINT LOCKING
INTO TRACK
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
OUTSIDE 4 END
KEYED STILE.
HANDLE.
SLIDE BOLT LOCK
ENC ENGAGES INTO
STILE. 'VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT
LOCK OPTION.
OUTSIDE
HANDLE,
END
STILE.
CIC BAR
GAGES IN
ACK ON
_ CH SIDE
OF DOOR-
` INSIDE HANDLE
OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION. LOCK BAR LOCKING.
I
An,
MANUFACTURING PRODUCT CODE
SHORT PANEL: PAL! -2F153
LONG PANEL: PAN -2F156
DESIGN LOADS: F38.0 P_S.F. & —44.0 P_S.F.
GEST LOADS: +57.0 P.S.F. & —66.0 P.S.F.
PART NO.: N/A
Unless Slated Otherwise
T( LERANC Es are
USA
pay 8585 Duke Boulevard
�.�® Mason. No 51 -770 800
Tel. No. 513-770-48U0
4IINTILDAD RATING
y�
O = :1:.031
946ng Produols Componq Fox Nn_ 5113-770-4853
DESCRIPTION: CLASSIC AND CH RIP STEEL PAN SC +38/-44 PSF
_00 = ±.015
.004 = ±.005
.0000 = t.041 I
DRAWN BY: MW DATE: 3/15/95 SCALE: NTS
DWG.
Degrees = t 1/2°
CHECKED BY: -- DATE: -- SHEET 1 OF 4-
SIZE
L)
Unless Staled Otherwise
DIMENSIONS ARE IN INCHES.
DWG. NO--- 101.348 - A/B 'VER: IBC
I
An,
'CLASSIC' RAISED PANEL EMBOSS DOORS
MODELS 24 GA 25 GA 25 GA
CLOPAY 84A, 94 73, 75 76
IDEAL 4RST, 417w 6RST 2RST
HOLMES 48, 48B 42, 42B --
SHORT PANEL LONG PANEL
x — MODEL 4F" IS FLUSH
.E.N441
No 63
O • STR E F' 1r:
xfl ty�•
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
'CARRIAGE HOUSE' RAISED PANEL. EMBOSS DOORS
MODELS 25 15A 25 GA
CLOPAY Gii75S GR5S --
'GALLERY'
HOLMES ARES --
'ARTISTRY'
IDEAL EDSS —_
'CARRIAGE HOUSE'
SHORT PANEL I LONG PANEL
SHEET= i REVISIONS
OF 4 REV- NO. ZONE: GATE: ECN NO. APPVD: DESCRIPTION
17 — — — — I SEE REVISION HISTORY ON SHEET ONE -
IMPACT—RESISTANT CONSTRUCTION -
SOLID DOORS (NO 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/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FDC 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
DETAIL '0'
OPTIONAL OECORATfVE 2125 MULTIPURPOSE HIGH B014D TAPE
SNAP -IN INSERT_ (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE.
�Q.I68J
STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SKIN AND FRAME).
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 WITH IBC/FBC
2506.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CGDE OR INTERNATIONAL BUILDING
CODE BUT DOES NO MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
REGIONS (REF. CHAPTER 16 F@C/IBC).
SECTION B -B (NON -IMPACT 'RESISTANT GLAZING OPTION)
MOLDED WSIDE
LITE RETAINER.
I
FRONT FRAME WITH U -V_ COATING ON OUTSIDE SURFACE.
DOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT—RESISTANT FRAME.
GLAZING
j8x3,/4" PAN HEAD SCREW
(10 SCREWS PER LITE) -
FBI
r-.
IMPACT RESISTANT -j
MANUFACTURING PRODUCT CODE
ONE-PIECE INJECTION
DESIGN LOADS: +38.0
TEST LOADS: +57.0 P.S.F.
P4]LYSTYRENE RETAINER FASTENED TO FRAME WITH
LONG PANEL: RAN -2F156
FART SIO.: N/A
Unless Stated Otherwise
TOLERANCES ore
MOLDED GE LEXAN
(10) 18 x 3/4" PAN HEAD MACHINE SCREWS.
WINDLOAD RATING
.Cl = ±.031
n�
SLX2432T FRONT
DESCRIPTION. CLASSIC AND CH RP STEEL PAIN SC +38/-44 PSF
.00 = ±.015
0000 = t.o01
FRAME & GLAZING.
MATE: 3/15,/95
Dy,I�;
SCALE: NTS�4SIZE
IMPACT -RESTS -ANT ASSEMBLY DETAILS
D RAWI ISI G 10 1 348-A
STANDARD ASSEMBLY DETAILS
DRAWING 101348-B
F L �`�-'J LS - Lam' A P LTJ I D U T L.r'SS P I NOL'1 A L I M 0 tJ
0
MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN -2F153
DESIGN LOADS: +38.0
TEST LOADS: +57.0 P.S.F.
P.S.F. & —44.0 P.S.F.
& —66.0 P.S-F.
LONG PANEL: RAN -2F156
FART SIO.: N/A
Unless Stated Otherwise
TOLERANCES ore
� � �� � �
8585 Duke 6oulevord
Masan, €9H -770 USA
Tel. n. *I 450[I-4840
8M
WINDLOAD RATING
.Cl = ±.031
Building Praduc,s Corpc• y
Fax No. 513-774-4&53
DESCRIPTION. CLASSIC AND CH RP STEEL PAIN SC +38/-44 PSF
.00 = ±.015
0000 = t.o01
DRAWN BY: MW
MATE: 3/15,/95
Dy,I�;
SCALE: NTS�4SIZE
CHECKED BY: --
DATE.: --
SHEET 2 OF 13
Degrees = t 1/2'
Unless Stated otherwise
DIMERSIONS ARE IN INCHES.
DWG. NO-: 101348
— A/B
VER: IBC
F L �`�-'J LS - Lam' A P LTJ I D U T L.r'SS P I NOL'1 A L I M 0 tJ
0
0
UA
'CLASSIC' RAISED PANEL EMBOSS DOORS
MODELS 24 GA 25 GA 25 GA
CLOPAY 84A, 94 73, 75 76
IDEAL IRST. 4Fx 6RST 2RST
HOLMES 48, 48B 42, 42B --
SHDRT PANEL LONG PANEL
x
MODEL 4F IS FLUSH
'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS
MODELS 25 GA 25 GA
CL❑PAY
'GALLERYGDSS. GR5S --
H❑LMES AR5S --
'ARTISTRY'
IDEAL ED5S --
CARRIAGE HOUSE'
SHORT PANEL I LONG PANEL
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS :
3/8"x3" LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY
BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE.
HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN, CONCRETE COLUMN):
3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS
INCLUDED WJTH SLEEVE ANCHORS.
OR
1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS
(C-90 BLOCK). I" O,D. WASHERS REQUIRED WITH TAPCONS.
ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB
CONFIGURATIONS.
PREPARATION OF JAMBS BY OTHERS
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND
IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING.
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
I
SHEET:
3 OF 4 I REV_ PIO_ ZONE: DATE
17 " - I -
REVISIONS
ECN NO. APPVD; I DESCRIPTION
- I SEE REviSION HISTORY 014 SHEET ONE.
25 GA. MIN. G-40 GALV,
STEEL SKIN WITH A
BAKED -ON PRIMER AND
A BAKED -ON POLYESTER
TOP COAT APPLIED TO
BOTH SIDES OF STEEL
SKIN.
3" TALL U -LIAR
K 20 GA. GALV. STEEL
MIN_ YEILD STRENGTH: 50 KSI
Ij
1-7/8-
T
-7/8°'T
GA. GALV. STEEL TOP
LLER BRACKET. EACH
4CKET ATTACHED W/"(4)
lx5/S" SHEET METAL
REWS.
LAP JOINTS.
14 GA. GALV. STEEL END HINGE
FASTENED TO END STILES W/(4) EACH
#14x5//8" SHEET METAL SCREWS & (4)
1/4" SELF TAPPING SCREWS.
3" TALL x 20 GA. GALV_ STEEL U -BARS
IN A 2-1-2-1 PATTERN (I.E. TWO
U -BARS ON BOTTOM SECTION, ONE
U -BAR ON NEXT SECTION, ETC.). EACH
U -BAR ATTACHED WITH (2) 11/4"x3/4"
SELF TAPPING SCREWS PER STILE
LOCATION,
5 GA_ GALV. STEEL BOTTOM BRACKET_
-TACHED WITH (2) #14x5/8" SHEET METAL SCREWS
�JMINI IM EXTRUSION
& VINYL WEATHERSTRIP.
SECTION A—A (SIDE VIEW)
I
c
2
9
MANUFACTURING PRODUCT C❑1)I
SHORT PANEL- PAN -2F153
LONG PANEL: PAN -2F156
:DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F.
PART NO.: N/A
TEST LOADS: +57.0 P.S.F.
& -68.0 P.S.F.
Unless Staled Otherwise8585 Duke Boulevord
VINDLDAD RATING
TOLERANCES are
' 1110R3Fuson, Tel. Na. 51 51 453-)7070 --480US0
8
.0 = t _331 Bui4dng Products Company Fax rho- 513-770-4853
.00 = ±.015 DESCRIPTION: CLASSIC AND CH RP STEEL
PAN SC +38/-44 PSF
.000 = ±.0-05
.1000 = ±.001 DRAWN BY: 611W DATE: 3/15/95
SCALE: INTS DWG.
Degrees = ± 1/2' CHECKED BY: -- DATE; --
SHEET 3 OF 4 SIZE
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG- NO.: 101348 — A/B
VER: IBC
3
FL
-1
Fra �
0[DUCT
P"
L 1�
0
I
c
2
9
0
4
'CLASSIC' RAISED PANEL EMBOSS DOORS
MODELS 24 GIA 25 GA 25 GA
CLOPAY 84A, 94 73, 75 76
IDEAL 4RST, 417* SRST 2RST
HOLMES 48, 48B 42,. 42B --
SHORT PANEL LONGI PANEL
x - MODEL 4F IS FLUSH
2" TRACK CONFJGURATION.
NOTE: TRACK CONFIGURATION
ABOVE THE DOOR OPENING DOES
NOT AFFECT THE WIND LOAD
RATING OF THIS DOOR.
3" TRACK IS ALSO AVAILABLE.
t
No 6
r
` z3 Ar -
ST E tD F
✓0
ON A
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
11
'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS
MODELS 25 GA P5 GA
CLOPAY GD5S, GR53 --
'GALLERY'
HOLMES ARSB --
'ARTISTRY'
IDEAL EDSS --
`CARRIAGE HOUSE'
SHORT PANEL I LONG PANEL
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 ROD: SPACING NTE 30" O -C -
62"t4" 2" GALV, STEEL TRACK.
TRACK THICKNESS 13.081-.
3b"t2" TYP. 2-1/2" X 12 GA GALV'.
STEEL TRACK BRACKETS,
ATTACHED TO JAMB WITH (1)
5/16- X 1-5/8'" LAG SCREW PER
TRACK BRACKET.
10"
3
SHEET: REVISIONS
4 OF 4 REV- NO.1 ZONE: DATE: I ECN NO,IAPPVD:l DESCRIPTION
17 1 - I - I - I - I SEE REVISION HISTORY ON SHEET ONE.
JAMB CONFIGURATION!.
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT) -
2x6 SYR WOOD JAMB. SEEOPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
"JAMB PREPARATION NOTE". /MY51-I/til 16 GA GALV. STEEL END STILE.
2-1/2" X 12 GA GALV- STEEL ?
TRACK BRACKETS FASTENED TO P
WOOD JAMBS WITH 5/6" K 1-5/8- 7/16" I.D. ROUND 18 GA. GALV. STEEL CENTER HINGE
LAG SCREWS. � PUSH NUT FASTENED TO INTER. STILES W/(4) EACH
FASTENER. #14x5/8" SHEET METAL SCREWS,
14 GA. GALV- STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4) EACH 114x5/8"
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
WITH EITHER �(2) 1/4" DIA- RIVETS OR 2" DIA. 7-1/2- LONG STEM. 19 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
(1) 1/4" K 5/8" BOLT &c NUT PER
TRACK BRACKET SECTION C -C
PREPARATION OF JAMBS BY OTHERS.
LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING
SCREWS -
DOUBLE TRACK
LOW HEADROOM OPTION
DOUBLE HORIZONTAL
TRACK.
L� HDA CDD��l�D
11
0
MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN -211`153
LANG PANEL: PAN -2F156
DESIGN LOADS: +38-0 P-S.F. & -44.0 P.S.F.
TEST LOADS: +57.0 P.S.F. & -56.0 P.S.F.
PART NO,: N/A
Unless Stated Otheiw:se
TOLERANCES are
8585 Duke Boulevard
CI lIP41Y Tel. N, {1H -770 LISA
Tel. IAD. 5134-SUSA
'WINIDLOAD RATING
.0 = ±-031
Builds¢ FYokcts Ccu omy Fax ND. 513-776-4853
DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
.070 = ±.015
.000 = ±.005
.01006 = ±.001
DRAWN BY: MW DATE. 3/15/95 SCALE: NTS
DIWG,
CHECKED BY: -- OATE: -- SHEET 4 OF 4
SIZE
Degrees = -- 1/2'
Unless Staled Olnerwise
01ME66II}1tS ARE IN INCHES.
IDWIS. NO.: 101.348 - A/B VER: IBC
L� HDA CDD��l�D
11
0