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4
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS + SHEET=
MODELS 24 GA 25 GA 25 GA 24 GA I (MODELS I 25 G, 1 0F � REV. NO. ZONE,.
CL❑PAY 84A, 94 73, 75 76, 75L 98 I CL❑PAY 'GALLERY' I+ GD5S, GR5S 03 -
IDEAL IRST 6RST 2RST 4F I H❑LMES 'ARTISTRY' AR5S
HOLMES 48, 48B 42, 42B -- I — N IDEAL 'CARRIAGE HOUSE' ED5S `
SHORT LONG If FLUSH SHORT PANEL f
r.} A "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC"
LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS_
�'Af- 1
,II'//1P
2
I
REVISIONS
DATE: i ECN NO. APPVO: I DESCRIPTION
6/24/1,3--1 1 SH I ADDED LONG PANEL OPTION.
OPTIONAL GLAZING MAY BE STANDARD OR
IMPACT RESISTANT GLAZING. ONLY SHORT
GLAZING IS APPROVED. SEE SECTION 6-13 ON
SHEET TWO FOR DETAILS. (GLAZING SHOWN IN
INTERMEDIATE SECTION.)
VIEW "B" (SEE SKEET THREE).
11111,',-- VIEW "C" (SEE SHEET THREE).
A 1$ GA. END STILES ATTACHED TO
I'r DOOR SKIN WITH PATENTED
TOG -L -LOC SYSTEM (TOP, BOTTOM & I
3; CENTER'). ATTACHED TO TOP AND
' BOTTOM RAIL WITH PATENTED
TOG -L -LOC SYSTEM.
TWO POINT LOCKING
r INTO TRACK,
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STAVE OF 41
'. Rk`�
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
'CLASSIC' RAISED PANEL EMBOSS DOORS
SHORT PANEL LONG PANEL
j A OF INTERN. 0 OF STD A OF CDMM.
DOOR 4IIDTH STILES DOOR' WIDTH INTERNE STILES INTERK STILES
([PER SECTIDIW (PER SECTI[IN) (PER SECTION)
9'2' TO 910' 3 9'2' TO W2' 1 1 2
14'0' TO 13'10' 4 11'4' TO 14'14' 1 2 3
120' TO 13'1(1' 5 15'0' TO 16'2' 3 4
E4'0' TO 15'10' 6 SEE NOTE BELOW REGARDING EXTRA
16'0' TO 16'2' 7 I STILES ON LONG PANEL DOORS,
EXTRA STILE'S FOR LONG --PANEL MODELS.
ADDITIONAL 18 GA COMMERCIAL INTERM, STILES REQUIRED AS NOTED ON
THE TABLES AEO/E.
THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE
EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE
ATTACHED WITH TOG—L—LOC (TOP & BOTTOM) OR (4) 3/16" POP RIVETS
OR (4) #8 SHEET METAL SCREWS.
i
I 'CARRIAGE HOUSE' RAISED
PANEL EMBOSS DBORS
SHDRT PANEL
I OF INTERM.
DOOR WIDTH STILES
(PER SECTION?
19'E` TO 10'0' 3
10'2' TO 11'4' NIA
111'6' TO 14'6' 5
114'8' TO 16'2'1 7
SLIDE BOLT LOCK
ENGAGES INTO
END -� VERTICAL TRACK -
STI
LE. ONE LOCK ON
EACH SIDE OF OUTSIDE
DOOR. KEYED
HANDLE.
INSIDE SLIDE BOLT
LOCK OPTI6N1. -----
ONE STANDARD INTERMEDVTE STILE BETWEEN EACH EMBOSS
LOCATION. ATTACHED Wf TOG—L—LOC (TOP & BTM) AND
URETHANE ADHESIVE (ALONG CENTER).
EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR
COMMERCIAL (LONG PANEL). SEE TABLES BELOW.
(GLAZING SHOWN IN TCP SECTION.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE.
`- INSIDE HANDLE
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
ENI}
STILE.
OUTSIDE
HANDLE_ LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR_
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
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THIS POOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
DOOR HEIGHT
� " OF
ULTIMATE WINO SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
L ------ A
OPTIONAL OUTSIDE KEYED LOCK
POSITIO+
(2) LHR TDP BRACKETS USED AS
TO 7'0'
4
j 7'3'
INNER BOTTOM BRACKET.
MAX.
DOOR WIDTH 16'-2"
TO 147'6'
3-1N ROLLER CARRIER (P/N
I10'9'
INSIDE ELEVATIONS
7 f
0120394)
0120.394) USED WITH Y TRACK.
LOCATION OF
OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN'
PER VEHICLE.
T 15'9'
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'.
STAVE OF 41
'. Rk`�
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
'CLASSIC' RAISED PANEL EMBOSS DOORS
SHORT PANEL LONG PANEL
j A OF INTERN. 0 OF STD A OF CDMM.
DOOR 4IIDTH STILES DOOR' WIDTH INTERNE STILES INTERK STILES
([PER SECTIDIW (PER SECTI[IN) (PER SECTION)
9'2' TO 910' 3 9'2' TO W2' 1 1 2
14'0' TO 13'10' 4 11'4' TO 14'14' 1 2 3
120' TO 13'1(1' 5 15'0' TO 16'2' 3 4
E4'0' TO 15'10' 6 SEE NOTE BELOW REGARDING EXTRA
16'0' TO 16'2' 7 I STILES ON LONG PANEL DOORS,
EXTRA STILE'S FOR LONG --PANEL MODELS.
ADDITIONAL 18 GA COMMERCIAL INTERM, STILES REQUIRED AS NOTED ON
THE TABLES AEO/E.
THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE
EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE
ATTACHED WITH TOG—L—LOC (TOP & BOTTOM) OR (4) 3/16" POP RIVETS
OR (4) #8 SHEET METAL SCREWS.
i
I 'CARRIAGE HOUSE' RAISED
PANEL EMBOSS DBORS
SHDRT PANEL
I OF INTERM.
DOOR WIDTH STILES
(PER SECTION?
19'E` TO 10'0' 3
10'2' TO 11'4' NIA
111'6' TO 14'6' 5
114'8' TO 16'2'1 7
SLIDE BOLT LOCK
ENGAGES INTO
END -� VERTICAL TRACK -
STI
LE. ONE LOCK ON
EACH SIDE OF OUTSIDE
DOOR. KEYED
HANDLE.
INSIDE SLIDE BOLT
LOCK OPTI6N1. -----
ONE STANDARD INTERMEDVTE STILE BETWEEN EACH EMBOSS
LOCATION. ATTACHED Wf TOG—L—LOC (TOP & BTM) AND
URETHANE ADHESIVE (ALONG CENTER).
EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR
COMMERCIAL (LONG PANEL). SEE TABLES BELOW.
(GLAZING SHOWN IN TCP SECTION.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE.
`- INSIDE HANDLE
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
ENI}
STILE.
OUTSIDE
HANDLE_ LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR_
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
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c
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THIS POOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
DOOR HEIGHT
� " OF
ULTIMATE WINO SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
SECTIONS
I LIP
TO 7'0'
4
j 7'3'
TO 8'9`
5
M 9'0'
TO 147'6'
6
I10'9'
TO 12'3'
7 f
112'6'
TO 14'0'
8
14'3'
T 15'9'
9
8585
16'0`
10 I
( MAX
SECTION
HEIGHT: 21' f
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'.
STAVE OF 41
'. Rk`�
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
'CLASSIC' RAISED PANEL EMBOSS DOORS
SHORT PANEL LONG PANEL
j A OF INTERN. 0 OF STD A OF CDMM.
DOOR 4IIDTH STILES DOOR' WIDTH INTERNE STILES INTERK STILES
([PER SECTIDIW (PER SECTI[IN) (PER SECTION)
9'2' TO 910' 3 9'2' TO W2' 1 1 2
14'0' TO 13'10' 4 11'4' TO 14'14' 1 2 3
120' TO 13'1(1' 5 15'0' TO 16'2' 3 4
E4'0' TO 15'10' 6 SEE NOTE BELOW REGARDING EXTRA
16'0' TO 16'2' 7 I STILES ON LONG PANEL DOORS,
EXTRA STILE'S FOR LONG --PANEL MODELS.
ADDITIONAL 18 GA COMMERCIAL INTERM, STILES REQUIRED AS NOTED ON
THE TABLES AEO/E.
THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE
EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE
ATTACHED WITH TOG—L—LOC (TOP & BOTTOM) OR (4) 3/16" POP RIVETS
OR (4) #8 SHEET METAL SCREWS.
i
I 'CARRIAGE HOUSE' RAISED
PANEL EMBOSS DBORS
SHDRT PANEL
I OF INTERM.
DOOR WIDTH STILES
(PER SECTION?
19'E` TO 10'0' 3
10'2' TO 11'4' NIA
111'6' TO 14'6' 5
114'8' TO 16'2'1 7
SLIDE BOLT LOCK
ENGAGES INTO
END -� VERTICAL TRACK -
STI
LE. ONE LOCK ON
EACH SIDE OF OUTSIDE
DOOR. KEYED
HANDLE.
INSIDE SLIDE BOLT
LOCK OPTI6N1. -----
ONE STANDARD INTERMEDVTE STILE BETWEEN EACH EMBOSS
LOCATION. ATTACHED Wf TOG—L—LOC (TOP & BTM) AND
URETHANE ADHESIVE (ALONG CENTER).
EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR
COMMERCIAL (LONG PANEL). SEE TABLES BELOW.
(GLAZING SHOWN IN TCP SECTION.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE.
`- INSIDE HANDLE
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
ENI}
STILE.
OUTSIDE
HANDLE_ LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR_
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
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c
F
[j
THIS POOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
ULTIMATE WINO SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
MANUFACTURING PRODUCT CODE
ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED
SHORT PANEL. PAN -2F153
BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S ETD ZONE, 3) I
LONG PANEL: PAN -21`156
ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH
DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F.
ANSI/DASMiA 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED
TEST LOADS: +54.0 P.S.F. & —63.0 P.S.F.
PART NO.: NIA
DESIGN PROFESSIONAL MAY DIFFER-
unless Stated Otherwise
=
8585
Duke Boulevord WINDLOAD RATING
ULTIMATE WIND 1 155 � 160
170 18U
TOLERANCES are
�
(;1
Tel. H 533-770-4840
Tel. Na., 51 —770 USA y � � � �y � � 1
SPEED <MPH7
195
,0 = 1.031
Building Praducts Company Fox No.
513-770-4853 � j
EXPOSURE
-00 = ±-015 1 DIE SICRIPTION: 2" STEEL
PAI~[ DOORS 16'2"W (SEE TABLE FOR MODELS)
CATEGORY S, C, 1) A, C, D
B. C B, C B `
r
.000 = ±.005
.0000 = 1.001 (DRAWN BY: SH
DATE: 11/19/11 SCALE: flTs
mO
MEAN ROOF HEIGHT
25' 15'
26' 15'
30'
Degrees = ± 1/2' I CHECKED BY: SH
DATE: 1 1 /20/12 SHEET 1 OF 4
SIZE
Unless Stoted Otherwise
DIMENSIONS ARE IN INCHES. ( D NO.: 104710—AIB
VER: IBC
F L O
"H '�J Ertl
�
l+ s1 U
a-
I Vit
I� 16107
j
U L J
4 3 -4. 2 1 1
'CLASSIC' RAISED PANEL EMBOSS DOORS CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS � SHEET: REVISIONS
MODELS 24 GA 25 GA 1 25 GA 24 GA I MODELS 25 GA OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION
CLOPAY 84A, 94 ' 73, 75 76, 75L 98 V CLOPAY 'GALLERY' UID5S, GR5S C3 I - - SH SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 48, 48B 42, 42H -- I -- I IDEAL 'CARRIAGE HOUSE' ED5S
SHORT LONG I FLUSH I SHORT PANEL
IMPACT -RESISTANT CONSTRUCTION: 'STANDARD ASSEMBLY CONSTRUCTION: �
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL. I M PACT- RESrSTANT GLAZING ARE OPTIONAL DSB OR 1/8" ACYRLIC LITES AVAILABLE, OPTIONAL ACRYLIC GLAZING IS
IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ,ACCORDANCE WITH IBC/FBC
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLAST4C IN ACCORDANCE WITH 2606_
IBC/FBC 2606 ANIS AN APPROVED C1 PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD I:tEOUIREM4ENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILD'VG ! CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
CODE AND IS LARGE- AND SMALL -MISSILE rMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/16-C). .
SECTION B -B (II PACT --RESISTANT GLAZING OPTrON) SECTION B -B (NON -IMPACT RESISTANT GLAZING OPTION) 1
DETAIL 'D'
~- FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN �
DETAIL V,, IMPACT -RESISTANT FRAME.
�}-1.2s
OPTIONAL DECORATIVE --2.25 _ MULTIPURPOSE HIGH BOND TAPE I I I
SNAP -IN INSERT. i `; (BETWEEN FRAME AND FACADE). �
DECORATIVE FRONT FACADE_
GLAZING
i
r t MOLDED INSIDE
LITE RETAINER.
STRUCTURAL SILICONE .SEALANT J&3/4" PAN HEAD SCREW
r (BETWEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE),
IMPACT RESISTANT __--
ONE-PIECE INJECTION -POLYSTYRENE RETAINER FASTENED TO FRAME WITH
pp MOLDED GE LEXAN (10) #8 x 3/4" PAN HEAD MACHINE SCREWS. C}
Q SLX2432T FRONT L3
FRAME & GLAZING,
IMPACT- RES[STA T ASSEMBLY DETAILS STAN.''ARD ASSEMBLY DETAILS
DRAWING 10471 0-A DRAWING 10471 O -B
►tti�c�rrr� j—
� { HAAf/4f�+'I1
* •+'•• qv
+• # 0 MANUFACTURING PRODUCT CODE
- SHORT PANEL: PAN -2F153
• LONG PANEL: PAN -2F156
DESIGN LOADS-, +36.0 P.S.F. $c -42_x} P_S.F.
-[l r� TEST LOADS: +54.0 P.S.F. 2 -63.0 P.S.F. PART NO.: N/A
= ,•+
STAN E= OF 1441 Unress Stated Otherwise Immopay
--- 85a5 Duke Boulevard WIND.LDAD RATING A
r '. Q ' i" TOLERANCES are Tel. N , €51 45?0 U�4 V
'. +. C p R}.•'• *. Tel. No. 513-7?0-48111
r ••+.+ .4 = ±.031 Bing Produds Company Fox ND. 513-770-4I153
6 DP36T
{#1 � 1tx p00 = ±.01 1OESCRIPTION: 2" STEEL PAN DOORS 16'2'14 (SEE TABLE FOR MODELS)
DESIGN ENGINEER: .0000 = ±_001 IpRA+N BY: SH PATE: 11/19/12 SCALE: NTS py�rG
SCOTT HAMILTON, P.E. Degrees = t 112' I CHECKED 13Y: SH DATE: 11/20/12 SHEET 2 OF 4 SIZE '
wise
FLORIDA LICENSE No. 63286 G7YA hlSISC1NSeAREIhIrr IINCHES,IDWG. N{}„ 104710-A/I8 VER: IBC
FL O 11% � �� � I� � �l til Ike.
SHEET:
3 OF 4 REV. NO- ZONE: I DATE: ECN NO
03
HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
1 (NO LOAD FROM DOOR) NOTES
1. ALL THE LOAD FROM THE DOOR [S 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.
j 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LB & —336 LB. PER LINEAR
FOOT OF ,IAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED T4 BE) COUNTERSUNK TO PROVIDE A
FASTENER FLUSH MOUNTING SURFACE.
I, TYPE " 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS VOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
MALA. 0.C.
2x6 VERTICAL JAMB I
. 1
2x6 JAMB TO SUPPORTING STRUCTURE .ATTACHMENT
I (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL ,IAMBS OR SUPPORTING STRUCTURE)
M;AXLMUM
ON -CENTER
DISTANCE STEEL
BETWEEN WASHERS
BUILDING TYPE FASTENER TYPE FASTENERS* 1REQUIRED?
IBLOCK WALL t 4" x i-1/4" MIN. EMBED TAPCON CONCR TE ANCHOR 7-1/2" 11" O.D.
3000 PSI MIN. CONCRETE 14" x t" MIN. EMBED TAPCON CONCRETE ANCHOR 8-1/4" 11" O.D.
40DOO PSI MIN- CONCRETE 3/8" X 1-3/4" WIN. EMBED WEJ-IT ANKR TATE SLEEVE ANCHOR 16-1/2" ,ANCLUCED
00 PSI MIN. CONCRFTF 3/8" X 1--3/4' MIN. FMRFD WFJ-IT ANKR TITE SLEEVE ANCHOR 24" IINICLUDED
[WOOD FRAME fSYA' 0.55 S[:31/2" .?" LAG SCRE51 (ASTM A307- rRAr)E A, 1-5/8" EMBED INTO STRUCTURE 117-3/4" 11" O -D-
FORST (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.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"' EXCLUDING STUCCO THICKNESS.
I tiTT1TIII II rl
0 i IAU{4
No 6428P
:-0 STA E OF ' 44J�
� ,0�{{` 'A"� O Rid
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
#14x5/8" SHEET METAL SCREWS
0
1/4"x3/4" SELF
TAPPING SCREWS.
14 GA- END HINGES 18 GA. (MIN.) INTERMEDIATE HON'GE
VIEW "B" VIEW "C"
REVISIONS
.APPVD: DESCRIPTION
SH SEE REVISION H[STORY ON SHEET ONE-
- 2" THICK
25 GA. (0 019" MIN. THICK) �_ L� (2) 12 GA. GALV. STEEL TOP ROLLER
DDS STEEL EXTERIOR SKIN11 BRACKETS (2-1/2" x 5-3/8"). EACH
WITH G-40 GALVANIZING, I � BRACKET ATTACHED 54'/(4) '14x5/$" SHEET
BAKED—ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
BAKED—ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"xi/2" BOLTS
TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET.
SIDES OF STEEL SKIN.
F
SHIP LAP
JOINTS
4-1/4"
VIED+ "D"
4" TALL TAPER STRUT.
0.057" MIN. GALV. STEEL,
50 KSI. MON.
14 GA. MIN. GALV- ROLLER HINGE- EACH
l
HINGE FASTENED TO END STILES W/(4)
#14x5/8" SHEET METAL AND (2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
VIEW "B"
ONE 4 T—STRUT PER SECTION. (SEE VIEW
,"Q") EACH T—STRUT ATTACHED AT EACH
HINGE LOCATION WITH (2) 1/4"x3/4" SELF
TAPPING SCREWS-
y`'o
02 G.A_ MIN, GALV. STEEL BOTTOM BRACKET
ATTACHED WITH (2) #14x5/8" SHEET METAL
SCREWS -
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A—A (SIDE VIEW)
MANUFACTURING PRODUCT CODE
SHORT PANEL: PAIS -2F153
DESIGN LOADS: +36.0 P.S.F. Ec —42.0 P.S.F. LONG PANEL: PAN -2F156
TEST LOADS: +54.0 P.S.F. & —53.0 P.S.F. PART NO-: N/A
Unless Stated Otherwise � ������ 8585 Duke Boulevard LIINDL❑AD RATING
TOLERANCES ore Ida. OR 45(744) U00
TO. n. R 450♦a-4 SA
.0 = +.031 �&ilftq Pradelcls Company Fax No. 513-770-4853 W6 _DF36T
.00 = f .015 � DESCRIPTION: 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS)
-000 = ±.005
0000 = ±.001 DRAWN BY: SH [DATE: 11/19/12 SCALE: NTS �DWG.
Degrees = ± 1/2° I CHECICEa BY: SH DATE: 1 1/20/12 SHEET 3 OF 4 SIZE
Unless Stated Otherwise
DIMENSIONS ARE cta INCHES.I DWG. NO.: 1134710-A/B VER:IBC
Li
4
'CLASSIC' RAISED
PANEL EMBOSS DOORS
CARRIAGE HOUSE' RAISED PANEL
EMBOSS DOORS
MODELS
24 GA
25 GA
25 GA 24 GA
I MODELS
25 GA
CLOPAY
84A, 94
73, 75
76, 75L 98
I CLOPAY 'GALLERY'
GD5S, GIR5S
IDEAL
4RST
6RST
2RST 4F
H❑LMES 'ARTISTRY'
AR5S
HOLMES
48, 48B
42, 42B !
1
IDEAL 'CARRIAGE HOUSE'
ED5S
SHORT
LONG FLUSH
SHORT PANED
1
SHEET:
3 OF 4 REV. NO- ZONE: I DATE: ECN NO
03
HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
1 (NO LOAD FROM DOOR) NOTES
1. ALL THE LOAD FROM THE DOOR [S 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.
j 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LB & —336 LB. PER LINEAR
FOOT OF ,IAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED T4 BE) COUNTERSUNK TO PROVIDE A
FASTENER FLUSH MOUNTING SURFACE.
I, TYPE " 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS VOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
MALA. 0.C.
2x6 VERTICAL JAMB I
. 1
2x6 JAMB TO SUPPORTING STRUCTURE .ATTACHMENT
I (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL ,IAMBS OR SUPPORTING STRUCTURE)
M;AXLMUM
ON -CENTER
DISTANCE STEEL
BETWEEN WASHERS
BUILDING TYPE FASTENER TYPE FASTENERS* 1REQUIRED?
IBLOCK WALL t 4" x i-1/4" MIN. EMBED TAPCON CONCR TE ANCHOR 7-1/2" 11" O.D.
3000 PSI MIN. CONCRETE 14" x t" MIN. EMBED TAPCON CONCRETE ANCHOR 8-1/4" 11" O.D.
40DOO PSI MIN- CONCRETE 3/8" X 1-3/4" WIN. EMBED WEJ-IT ANKR TATE SLEEVE ANCHOR 16-1/2" ,ANCLUCED
00 PSI MIN. CONCRFTF 3/8" X 1--3/4' MIN. FMRFD WFJ-IT ANKR TITE SLEEVE ANCHOR 24" IINICLUDED
[WOOD FRAME fSYA' 0.55 S[:31/2" .?" LAG SCRE51 (ASTM A307- rRAr)E A, 1-5/8" EMBED INTO STRUCTURE 117-3/4" 11" O -D-
FORST (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.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"' EXCLUDING STUCCO THICKNESS.
I tiTT1TIII II rl
0 i IAU{4
No 6428P
:-0 STA E OF ' 44J�
� ,0�{{` 'A"� O Rid
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
#14x5/8" SHEET METAL SCREWS
0
1/4"x3/4" SELF
TAPPING SCREWS.
14 GA- END HINGES 18 GA. (MIN.) INTERMEDIATE HON'GE
VIEW "B" VIEW "C"
REVISIONS
.APPVD: DESCRIPTION
SH SEE REVISION H[STORY ON SHEET ONE-
- 2" THICK
25 GA. (0 019" MIN. THICK) �_ L� (2) 12 GA. GALV. STEEL TOP ROLLER
DDS STEEL EXTERIOR SKIN11 BRACKETS (2-1/2" x 5-3/8"). EACH
WITH G-40 GALVANIZING, I � BRACKET ATTACHED 54'/(4) '14x5/$" SHEET
BAKED—ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
BAKED—ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"xi/2" BOLTS
TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET.
SIDES OF STEEL SKIN.
F
SHIP LAP
JOINTS
4-1/4"
VIED+ "D"
4" TALL TAPER STRUT.
0.057" MIN. GALV. STEEL,
50 KSI. MON.
14 GA. MIN. GALV- ROLLER HINGE- EACH
l
HINGE FASTENED TO END STILES W/(4)
#14x5/8" SHEET METAL AND (2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
VIEW "B"
ONE 4 T—STRUT PER SECTION. (SEE VIEW
,"Q") EACH T—STRUT ATTACHED AT EACH
HINGE LOCATION WITH (2) 1/4"x3/4" SELF
TAPPING SCREWS-
y`'o
02 G.A_ MIN, GALV. STEEL BOTTOM BRACKET
ATTACHED WITH (2) #14x5/8" SHEET METAL
SCREWS -
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A—A (SIDE VIEW)
MANUFACTURING PRODUCT CODE
SHORT PANEL: PAIS -2F153
DESIGN LOADS: +36.0 P.S.F. Ec —42.0 P.S.F. LONG PANEL: PAN -2F156
TEST LOADS: +54.0 P.S.F. & —53.0 P.S.F. PART NO-: N/A
Unless Stated Otherwise � ������ 8585 Duke Boulevard LIINDL❑AD RATING
TOLERANCES ore Ida. OR 45(744) U00
TO. n. R 450♦a-4 SA
.0 = +.031 �&ilftq Pradelcls Company Fax No. 513-770-4853 W6 _DF36T
.00 = f .015 � DESCRIPTION: 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS)
-000 = ±.005
0000 = ±.001 DRAWN BY: SH [DATE: 11/19/12 SCALE: NTS �DWG.
Degrees = ± 1/2° I CHECICEa BY: SH DATE: 1 1/20/12 SHEET 3 OF 4 SIZE
Unless Stated Otherwise
DIMENSIONS ARE cta INCHES.I DWG. NO.: 1134710-A/B VER:IBC
Li
4 3 111114111- 2 1 1
'CLASSIC' RAISED PANEL EMBOSS DOORS CARRIAGE HOUSE' RAISED PANEL EMBOSS DDDRS SHEET: REVISIONS
MODELS 9 24 GA 25 GA 25 GA 24 GA I M❑DELS25 GA 4 OF � REV. N{7. ZONE: I HATE: ECN N0.1 APPVD: DESCRIPTION
i
CL❑PAY 84A, 94 73, 75 76, 75L 98 I CLDPAY 'GALLERY' GD5S, GR5S 03 — SH SEE REVISION HISTORY ON SHEET ONE.
IBEAL 4RST , 6RST 2RST 4F I HOLMES 'A•RTISTRY' AR5S I
HOLMES 48, 48B 142, 42B IDEAL 'CARRIAGE HOUSE' ED5S
p SHORT LONG FLUSH SHORT PANEL
HORIZONTAL TRACY SUPPORT BY
!/ DOOR INSTALLER (TO SUIT).
NOTE: TRACK CONFIGURATION ABOVE THEDOOR COUNTERBALANCE SYSTEM
JAMB CONFIGURATION
DOOR OPENING DOES NOT AFFECT THE
OP DOORS UP T4 800 LBS.
WIND LOAD RATING OF THIS DOOR. - WEIGHT
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO 6'-6" 70" 1 1" DOOR OVERLAP (EACH SIDE) -� STOP MOULDING BY DOOR INSTALLER (TO SUIT).
JAMB WITH CK WITH X 1 /4" R LAG SCREWS 7'_,D" 76" 1
AND TO TRACK WITH (2j� 1/4" RIVETS. 2x5 SYP WOOD JAMB. SEE 76 GA. GALV. STEEL END STILE-
7'-,. 82 " 18 GA. GALV. STEEL DOUBLE END STILE.
2" TRACK CONFrGURATION 8° 6-0" 88 "JAMB PREPARATION NOTE".
8'-6" 94"1 20 SGA. MIN. GALV. STEEL INTERM. STILE_
DOORS UP TO 800 LBS. =w AS ROD: SPACING NTE 14" O.C.
g'-O" 1DQ'1 �'' ' 18 GA. GALV. STEEL INTER.
2-1/2' X 12 GA GALV. STEEL
9'-6" 106"1 I ,` HINGE FASTENED TO CENTER
o TRACK BRACKETS FASTENED TO
O 63" 2" GALV. STEEL TRACK, 10'-4" 112"�O STILE W/(4) EACH #14x5/8"
LAG
TRACK THICKNESS: 0.083'.
10'-6" 1181 WAGOOD SCREWSNNOJAMBS S 5/6" X 1-5/8" �1 SHEET METAL SCREWS.
ft - 11'-U" 124" 1 LT T4 EXCEED 14"
50" 11'-6
" 13
ON -CENTER. MIN. OF (9) LAG � 7/16" I.D. ROUND
12'-O"i13£�'� SCREWS REQUIRED PER JAMB_ PUSH NUT
w "L" FASTENER -
2 -6 ,142"1 2' GALV_ STEEL TRACK FASTENED TO
_ 38" Typ. 2-I/2" X 12 GA GALV. 13!-0" 148" 12 GA GALV STEEL TRACY{ BRACKETS 14 GA. GALV- STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8"
z STEEL TRACK BRACKETS, 13-6 154"� WITH EITHER (2) 1/4" DIA_ RIVETS OR SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
ATTACHED TO JAMB WITH (1) 14'-0" 160"1 (1) 1/4" X 5/8' BOLT & NUT PER
CL 31' -24' 5/16' X 1-5/8" LAG SCREW PER 14'-6" 166" TRACK BRACKET. 2" DIA. 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
TRACK BRACKET. 15'-D" 172"�
15'-6" 178" 1
'0-16,'- 0"I 184 A
SECTfON C -C
LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
PREPARATION OF JAMBS BY OTHERS-, 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
3" TRACK CONFIGURATION NOTE-- TRACK CONFIGURATION ABOVE THE 20NE B-3 SHEET 1_
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. TOW HEADROOM OPTION
CENTER HANG REaU€RED FOR DOORS 800 LBS ANDOVER.
b, �� (AVAIL_ FOR BATH 2" AND 3" TRACK)
}tTgllltl ra 1l#� f#
11 * HAS}#f
sa'`'` ••; �' E• S •'•' •^moi
+• No Q3I*�
•.! NATE OF .•• �1} i
Al
4�-0 F1
�`'r
r .10,tto�0,NA�
DESIGN EN61NEER:
SCOTT HAk{rLT N, P.E.
FLORIDA LICENSE No. 632€36
51
DOORS OVER 8 HIGH -
DOUBLE HORIZONTAL
DOOR OVERLAP (EACH SIDE) — TRACK.
�-
2x6 SYP WOOD JAMS_ SEE STOP MOULDING BY DOOR INSTALLER TO SUIT_
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK "JAMB PREPARATION NOTE q 16 G 8 GA. GALV ESTEELD DOUBLE END STILE.
- THICKNESS: 0.101', ANGLE THICKNESS: 0.080".
HORIZONTAL TRACK iJ 20 GA. MIN. GALV_ STEEL INTERM. STILE.
MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/88"".. SUPPORT 8Y DOOR
INSTALLER (TO SUIT). 18 GA. GALV. STEEL INTER.
VERTICAL/HORIZONTAL YRACK 14" MAXIMUM SPACING 3_1/4" x 2-7/13'" MIN. x 4.080" TAPERED HINGE FASTENED TO CENTER
JUNCTION. TWO 1/4" B{1LT5 FROM LAST MOUNTING
NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING BELOW_ � 6DUND
STILE 4V/(4) EACH 14x5/8"
I
7/16" SHEET METAL SCREWS.
PUSH NUT
ADDITIONAL MOUNTING SLOTS FASTENER.
SPACED AT 12"CENTERS, 0.101" THICK 3" GALV. STEEL TRACK FASTENED 14 GA- GALV. STEEL ROLLER HINGES FASTENED TO END
TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH 114x5/8" SHEET METAL SCREWS
12" ON CENTER TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT & AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
NUT AT EACH MOUNTING SLOT.
46"
34" NE. Y" TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
jDOUR VERTICAL
22" (HEIGHT TRACK LENGTH
10"
�3-1/2,.
✓. r�rr s..^ . r �•r.•r.
7' -fl"
72
B'-0-
84-
9'-0'
96"
10-0,
108"
12'-0"
132"
14'-Ql
156-
1 16'-O
180"
c
f
0
L 3" DIA_ 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
SECTION C -C RANUFACTURING PRODUCT CODE
aPREPARATION OF JAMBS BY OTHERS. SHORT PANEL: 'PAN -21F153
PANEL: RAN -2F156
DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F_,LONG
PART NIO.: N/A
TEST LOADS: +54-0 P.S.F. & —63,0 P.S.F. I
! k
Unless Stated Otherwise 8585 Duke Boulevord WiINBLOAD RAT[K5
SA
TOLERANCES are Mason, No 51 -770 800 W CD D F -y T
1:10pay Tel, No. 513-77{I-4801}
r-`
.a = ±.031 Bul&q Fro&cts Cmvarry Fox No. 513-770-485.T
ONE 5/16" x 1 5/E LAO SCREW SPACED AT THE SAME
OD = t.015 DESCRIPTION- 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS)
DISTANCES AS THE TRAGIC BOLTS (LF_ 3-1/2", 10-, 22-, 34",
46". ETC.)_ ADDITIONAL LAG SCREWS LOCATED AT 16", 28". 8e
.000 = t_005
.0000 = t.001 [DRAWN BY: SH DATE: 11/19%12 SCALE: LITS (DWG. ��`{� i1
40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE
'VERTICAL/HORIZONTAL
Degrees = f 1/2' ICHECKED BY: SH DATE: 11/20/12 SHEET 4 OF 4 (SIZE J—.J I
TRACK JUNCTION.
vnfess Slated L1'lherwise
DIMENSIONS ARE IN INCHES. IDWG. NO_: 10471E -A/8 VER: IBC
3 2
FDOW"HOA MADUT APPROWAL MEN 0