HomeMy WebLinkAboutProduct ApprovalISI
'CLASSIC' RAISED PANEL EMBOSS DOORS
MODELS I 24 GA 124 GA INSI 25 GA 25 GA INS. 25 GA 25 6A INS
CL❑PAY I 84A, 94 I -- 1 73, 75 3500, 194 76 76V
IDEAL I4RST, 41739 4RSF C 6RST 6RSF 2RST --
HEILMES I 48, 48B I -- [42, 428 55, 55S -- --
SHORT PANEL LONG PANEL
- MEIDEL 4I- IS FLUSH
'CLASSIC' RAISED PANEL EMBOSS DOORS
161
DOOR HEIGHT I # OF # OF U—BARS
MAX SECTION HEIGHT: 21'
PANEL
OUTSIDE KEYED LOCK WITH
LONG PANEL
SECTIONS
UP
TO
7'0' I
4
7'3'
T
8'9' I
5
1 9'0'
T
10'6' I
6
10'9'
T
12'3'
7
32'6'
TO
14'0'
8
14'3'
T
15'9' I
9
114'0' TO 15'34'1
16'0'
I
10
MAX SECTION HEIGHT: 21'
PANEL
OUTSIDE KEYED LOCK WITH
LONG PANEL
LOCK BAR LOCKING.
ISH❑RT
DOOR WIDTH II
❑STILESRM. # OF INTERM.
DOOR WIDTH N OF INTERM. S ILES�INTERM_
STILES #
BINGES RM
1 92' TO 9'10' 1
1
I
9'2' TO 11'2' L
0
1
10'0' TO 11'10' 1
2 1
2
11'4' TO 1910` 2
1
2 J
112"0' TO 13'10'1
3
2
15'0' TO 16'2' 3
2
3
114'0' TO 15'34'1
4
4
SEE NOTE BELOW REGARDING EXTRA
1 16'0' TO 16'2' 1
5 1
3
STILES ON LONG PANEL DOORS.
�
I
CARRIAGE HOUSE'
CARRIAGE HOUSE' RAISED PANEL
RAISED PANEL EMBOSS
DOORS
SHORT EMBOSS DOORS
MODELS
25 GA
25 GA INS I
OF LNTERM. # ❑F INTERN.
DOOR WIDTH
STILES HINGES
STILES
CL❑PAY
GD5S, GR5S
GD5SV, GR5SV
1 92' TO 10'0' 1 I
'GALLERY"
j
1 10'2' TO 11'4' N/A N/A
ES
HOLMES
AR5S
AR5SV
I
113'6' TO 13'10' 3 P
j
1 14'0' TO 16'0' S 3
IDEAL. 'CARRIAGE
ED55
EDSSV
HOUSE'
SHORT
PANEL
m
THIS DOOR MEETS OR EXCEEDS THE DESIGN LGAE)S FOR THE
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
OUILDING 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 ENC} ZONE„, 3)
ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH
ANSI/DASM,4 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED
DESIGN PROFESSIONAL MAY DIFFER.
ULTIMATE WIND 140 1 145 150 1.60 175
SPEED (MPH)
EXPOSURE B, C, D B, C, D B, C 8, C 3
CATEGORY
MEAN ROOF HEIGHT 25' 15' 25' 15' I 30'
* tiT*1lI..IPaIifffl
�, ^[ NAM{#
0..
i No 2 . s
P '. STATE OF
i
* i
DESIGN ENGINEER:
SCOTT HAMILTON, P_E
FLORIDA LICENSE No. 63286
0
8
10
12
14
16
18
20
1 OF 4 IREV. NO. ZONE: I DATE: ECN NO
14 — 11,2/26,/14 —
REVISIONS
APPVD: DESCRIPTION
SH ADDED CH AND LONG—PANEL MODELS_
"CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC"
A �— OPTIONAEL OUTSIDE XEYED LOCK POSITION]
MAX. DOOR WIDTH = 16'-0"
INSIDE ELEVATIONS SNAP LATCH ENGAGES
ONTO VERTICAL TRACK_
LOCATION OF OPTIONAL VENTS. TOTAL ONE SNAP LATCH ON
VENT OPENINGS, 60 IN' PER VEHICLE. EACH SIDE OF DOOR -7
EXTRA STILES FOR LONG -PANEL MODELS. SLIDE BOLT LOCK
ADDITIONAL 18 SGA. COMMERCIAL INTERM_ STILES REQU€RECO AS NOTED ON ENGAGES END �VERTICAL TRACK.
TO
THE TABLES ABOVE.
THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE STILE. ONE LOCI{ 'LIN
EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE EACH SIDE OF
ATTACHED WITH TOG—L—LOC (TOP & BOTTOM) OR (4) 3/1€,” POP RIVETS DOOR.
OR (4) #8 SHEET METAL SCREWS.
INSIDE SLIDE BOLT
LOCK OPTION.
#14x5/8" SHEET
METAL SCREWS
1/'4"x3/4" SELF
TAPPING SCREWS 0
(0y
14 GA. END HINGES 18 GA. INTERMEDIATE HINGE
VIEW "B" VIEW "C" —
3
111,11,
OUTSIDE
KEYED
HANDLE.
I
IPTIONAL GLAZING MAY BE
PACT—RESISTANT OR STANDARD (DSB OR
ETTER). SEE SECTION B—B ON SHEET TWO
OR DETAILS_ GLAZING MAY BE I TOP OR _
JERMEDIATE SECTION (SHOWN IN
ATERMEDIATE SECTION).
HORT GLAZING ONLY.
'IEW "B"
IEW "C"
20 GA. END STILES ATTACHED TO
DOOR SKIN WITH PATENTED
TOG—L—LOC SYSTEM (TOP, BOTTOM &
CENTER). ATTACHED TO TOP AND
BOTTOM RAIL WITH PATENTED
TOG—L—LOC SYSTEM.
TWO POINT LOCKING
INTO TRACK.
END OUTSIDE
STILE. HANDLE.
' , "—INSIDE HANDLE
OUTSIDE KEYED LOCI( WITH.
SNAP LATCH LOCK OPTION_
END
STILE.
CIC BAR
GAGES IN
ACK ON
CH SIDE
OF DOOR_
4-
I
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
MANUFACTURING PRODUCT CODE
MIN. 25 GA. DOORS,
MPC PAN -21`153/6 SHORT PANEL: PAN --2F153
LONG PANEL: PAN -21F156
DESIGN LOADS: +32.0
P.S.F. & —32.0 P.S-F.
TEST LOADS: +48.0
P.S.F. & —48.0 P.S.F. PART NO.: N/A
Unless Stated Otherwise
I 8585 Duke VINDLOAD RATING
TOLERANCES are
m v Masaf 5040BoulevardS
Tel. Hn_ '513-770-4804 Il
k,4. N 51 45444 USA W 5 D P
.0 = ±_031
JI
Building Products Ufa" y Fax No. 513-770-4853
.00 = _- 015
I DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
_000= t.005
IQRAWN BY: MW1N DATE: 1f26f96 SCALE: NTS QWC,
.0000 = ±.4107
Degrees = ± 1/2'
I CHECKED BY: -- DATE: -- SHEET 1 OF 4 SIZE 13
Unless Stoted (Otherwise 1 VE�e 18C
1 CIIMENSIOONS} IN IINCHES. I DWG, NO.: 11 01922
1ARREE f�, 1� 1� � j� ,
`:1 CLI ll � L t Li �3 F �J L'.'1 LJ T f+ ti] L� Ll � ��.' ll Lr � � � � 1�J
I
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.
THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND MEETS THE IMPACT—RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC%IBC).
SECTION B -B (IMPACT -RESISTANT GLAZING OPTION)
c DETAIL 'D'
t/
DETAIL 'D'
OPTIONAL DECORATIVE 2.25 MULTIPURPOSE HIGH BOND TAPE
SNAP -IN INSERT. / (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FAME_
STRUCTURAL SILICONE SILICONE SEALANT
(BETWEEN STEEL SKIN AND FRAME).
IMPACT RESISTANT
ONE—PIECE INJECTION —POLYSTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED GE LEXAN (10) 98 x 3/4" PAN HEAD MACHINE SCREWS.
B SLX2432T FRONT
FRAME do GLAZING.
IMPACT -RESISTANT ASSEMBLY DETAILS
DRAWING 101922-A
�tsi � � `HAA414 � iii
O T ,►
* ' 6 E
No 3 ?8
• ) STATE OF :4U
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
I
SHEET:
2 OF 4 I REV_ NO.I ZONE: DATE:
14
1
REVISIONS
EC1q NO. j APPVD: j - DESCRIPTION -
- I SH I SEE REVISION HISTORY ON SHEET ONE.
It
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
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 -B (NON -IMPACT RESISTANT GLAZING OPTION)
c
FRONT FRAME WITH U_V. COATING ON OUTSIDE SURFACE_
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT—RESISTANT FRAME.
125
11
GLAZING a a
MOLDED INSIDE
LITE RETAINER.
#8x3/4" PAN HEAD SCREW
(10 SCREWS PER LITE).
01
STANDARD ASSEIVIDLY DETAILS
DRAWING 101922-B
MANUFACTURING PRODUCT CODE
4
SHORT PANEL: PAN -2F153
3
LONG PANEL: PAN -2F156
TEST LOADS: +48.0 P.S.F. & —48.0 P.S.F_
'CLASSIC'
RAISED PANEL EMBOSS DOORSI
CARRIAGE HOUSE'
TOLERANCES are Qp�Meson,
I
f
Olt 45700 800
Tel. n, H 45040 US l j
.0 = f _031 Building Prodmts Company
Fox Ho_ 513-770-4853 l
RAISED
PANEL EMBOSS
DOORS
MODELS
1 24 GA
124 GA INSI 25 GA 125 GA INSI 25 GA 125 GA ENS
I MODELS
25 GA25
GA INS
CLOPAY
I 84A, 94
I -- 173, 75 ` 1500, 190 76 1 76V
CLOPAY
I I
! 'GALLERY'
G55S, GR5S
GDSSV, GRSSV
IDEAL
4F
4RSF 16RST f 6RSF 2RST I --
HOLMES
14RST,
48, 48B
I -- 142, 42BI S5, 55S I -- I -- `
HOLMES
AR5S
AR5SV
'ARTISTRY'
SHORT PANEL LONG PANEL I
— MODEL 4F IS FLUSH
IDEAL 'CARRIAGEI
HOUSE'
II
ED5S I
!!!
ED5SV
I
SHORT
PANEL
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.
THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND MEETS THE IMPACT—RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC%IBC).
SECTION B -B (IMPACT -RESISTANT GLAZING OPTION)
c DETAIL 'D'
t/
DETAIL 'D'
OPTIONAL DECORATIVE 2.25 MULTIPURPOSE HIGH BOND TAPE
SNAP -IN INSERT. / (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FAME_
STRUCTURAL SILICONE SILICONE SEALANT
(BETWEEN STEEL SKIN AND FRAME).
IMPACT RESISTANT
ONE—PIECE INJECTION —POLYSTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED GE LEXAN (10) 98 x 3/4" PAN HEAD MACHINE SCREWS.
B SLX2432T FRONT
FRAME do GLAZING.
IMPACT -RESISTANT ASSEMBLY DETAILS
DRAWING 101922-A
�tsi � � `HAA414 � iii
O T ,►
* ' 6 E
No 3 ?8
• ) STATE OF :4U
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
I
SHEET:
2 OF 4 I REV_ NO.I ZONE: DATE:
14
1
REVISIONS
EC1q NO. j APPVD: j - DESCRIPTION -
- I SH I SEE REVISION HISTORY ON SHEET ONE.
It
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
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 -B (NON -IMPACT RESISTANT GLAZING OPTION)
c
FRONT FRAME WITH U_V. COATING ON OUTSIDE SURFACE_
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT—RESISTANT FRAME.
125
11
GLAZING a a
MOLDED INSIDE
LITE RETAINER.
#8x3/4" PAN HEAD SCREW
(10 SCREWS PER LITE).
01
STANDARD ASSEIVIDLY DETAILS
DRAWING 101922-B
MANUFACTURING PRODUCT CODE
MIN. 25 GA. DOORS. MPC PAN -2F153/6
SHORT PANEL: PAN -2F153
DESIGN LOADS: +32.0 P.S.F. & —32.0 P.S.F.
LONG PANEL: PAN -2F156
TEST LOADS: +48.0 P.S.F. & —48.0 P.S.F_
IPART NO_: N/A
Unless Stated Otherwise i
8585 Duke Boulevord WINDLOAD RATING A
TOLERANCES are Qp�Meson,
I
f
Olt 45700 800
Tel. n, H 45040 US l j
.0 = f _031 Building Prodmts Company
Fox Ho_ 513-770-4853 l
.00 = t_015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
.000 = t A05
.0001) = ±_001 DRAWN BY: MWW
I DATE: 1/26/96 1 SCALE: NTS I DWG.
Degrees = t 1/2' `CHECKED BY: --
DATE: -- I SHEET 2 OF 4 ISIZE
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES_ I DWG. NO.: 101922
—
I VER: ISC
`CLASSIC' RAISED PANEL EMBOSS DOORS I I 'CARRIAGE REUSE'
MODELS 24 GA 124 GA INS 25 GA 25 GA INS
CL❑PAY 84A, 94 -- 73, 75 1500, 190
IDEAL 4RST, 4Fx 4RSE 6RST 6RSF
HEILMES 48, 48B -- 42, 42B 55, 55S
SHORT PANEL -
E) x -- MODEL 4F IS FLUSH
r
RAISED PANEL Lr] B❑SS IICJERS
25 GA 25 GA INSI MODELS 25 GA 25 GA INS
76 76V CL❑PAY
aRST I 'GALLERY' GDSS, CRSS GDSSV, GRSSv
-- -- I HOLMES AR5S AR5SV
LONG PANEL I .*ARTISTRY'
IBEAL `CARRIAGE{ ED5S ED5SV
HGUSE'
SHORT PANEL
IN THE CASE OF GYPSUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION THERE ARE TWO
ACCEPTABLE ALTERNATIVES:
1) THE WALLBOARD CAN BE CUT AWAY FROM THE DOOR OPENING AND 2X6 SOUTHERN YELLOW PINE WOOD JAMBS
MOUNTED DrRECTLY TO THE SUPPORTING STRUCTURE TO CREATE THE MOUNTING SURFACE. ALTERNATIVELY, THE
BRACKETS MAY BE ATTACHED DIRECTLY TO THE SUPPORTING STRUCTURE, SEE DETAIL BELOW, THE CENTER OF
SCREW HOLE MUST BE AT LEAST y2" FROM BOTH EDGES FOR A 5,116" LAG SCREW.
2') rF THE WALLBOARD IS NOT CUT AWAY TO EXPOSE THE UNDERLYING STRUCTURE (WOOD FRAMING MEMBERS), A
2K6 SOUTHERN YELLOW PINE WOOD BUCK OVER SHALL BE INSTALLED THE WALLBOARD FRAMING THE OPENING
USING THE JAMB ATTACHMENT FASTENERS LISTED BELOW. HOWEVER, THE JAMB ATTACHMENT FASTENER'S MUST
BE OF A SUFFICIENT INCREASED LENGTH TO ACCOUNT FOR THE THICKNESS OF THE WALLBOARD TO ENSURE
PROPEL FASTENER EMBEDMENT INTO THE STRUCTURAL FRAMING MEMBERS OF THE SUPPORTING STRUCTURE.
- HUM EDUE
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
3/8"x3" LAG SCREWS (1-1/2" EMBED) ON 4" CENTERS- 1-1/8" MIN- 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 MtN. CONCRETE COLUMNI:
3/8"x3" SLEEVE ANCHOR BOLTS (1-1/2" EMBED) ON' 17" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS
INCLUDED WITH SLEEVE ANCHORS.
OR
1,/4"x3" TAPCOtV SCREWS (1-1,/2" EMBED) ON 14" CENTERS (2,000 PSI MIN. CONCRETE) OR S" CENTERS (C-90
B BLOCK). 1" MEN. 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: DEFER TO DAS,MA TDS-161. A LICENSED DESIGN PROFESSIONAL MAY ALSO BE
EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS.
I 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 THE DRAWING.
1
{J 'Y $
i
.i No 6 2 6
+ STATE OF
s +
_s
O, ,c Q 4
1 r S f0 N A
riu�1<�
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
4 3
4
SHEET:
1 3 OF 4 REV. NO.I ZONE--- I DATE
14 I -
-
REV!SIONS
ECN NO. APPVDI DESCRIPTION
SEE REVISION HISTORY ON SHEET ONE.
5 GA. MIN. G-40 GALV.
STEEL SKIN WITH A
BAKED -ON PRIMER AND A
BAILED -ON POLYESTER TOP
COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
SHIP LAP JOIrTS.
1# DENSITY POLYSTYRENE FOAM .
INSULATION 1-5/16" THICK WITH
VINYL HAIRCELL BACKER
(INSULATED MODELS ONLY).
3" TALL U -BAR,
2" THICK 20 GA. GALV. STEEL.
�— MIN- YIELD 'STRENGTH: 50 ISI
1-7/8-
T „7/8NT
12 GA.GALV. STEEL TOP ROLLER
BRACKET. EACH BRACKET ATTACHED
W/(4) #14x5/8" SHEET METAL
_- = SCREWS.
BOTTOM OF SECTION: U -BAR PLACED
ABOVE OF LFAF HINGE AS SHOWN -
14 GA- GALV. STEEL END HINGE
FASTENED TO END STILES W/(4) EACH
#14x5/8" SHEET METAL SCREWS & (4)
1/4" SELF TAPPING SCREWS.
TOP OF SECTION: U -BAR PLACED ON
TOP OF LEAF HINGE AS SHOWN-
3" TALL x 20 GA. GALV. STEEL U -BAR.
ONE AT THE TOP OF EACH SECTION AND
ONE AT THE BOTTOM OF EACH SECTION -
EACH U -BAR ATTACHED WITH (2)
1/4"x3/4" SELF TAPPING SCREWS PER
5 STILE LOCATION.
PD
713 GA. GALV. STEEL 'BOTTOM BRACKET.
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS
ALUMINUM EXTRUSION
& VINYL WEATHERSTRIP -
SECTION A—A (SIDE VIEW)
1+
no
MANUFACTURING PRODUCT CODE
MIN. 25 GA- DOORS MPC PAN -21`153/6
SHORT PANEL: PAN -21`153
DESIGN LOADS: +H0 P.S.F. & -32A P.S.F.
LONG PANEL: PAN-2FI56
TEST LOADS: +48.0 P.S.F- & -48.0 P.S.F.
PAIN NO.: N/A
Unless Stated Gthervnse 8585 Duke Boulevard
WINDLOAD RATING
TOLERANCES are Mason, OH 45040 USA
�I �� BOO
Tel. No. 513-1`70-4$O�i
W 5 D E—y
.0 = f -031 Buhliag Products Company Fax No.. 513-770-4653
�`
-00 = ±.015 I DESCRIPTION: CLASSIC AND CH RP STEEL
PAN OC +32/-32 PSF
.000 = ±.005
.01000 = ±.001 I I]RAWN BY: MWW DATE: 1/26/96
SCALE: NTS � DWG.
Degrees = t 1/2' I CHECKED BY: -- l DATE: --
SHEET 3 OF 4 (SIZE
Uniess Stated Otherwise
CHIMENSILNS ARE IN INCHES -1 DWG. NO.: 1101922
VER: IBC
�j �j
F LJ 1.�I R � L�-J fr=y' IPA �' Lam} U IJ 1r=,� P LF" � L`�i L`! A L 165460"'
L
+ I
LJ
4
'CLASSIC'' RAISED PANEL EMBOSS DOORS
MODELS 24 GA 24 GA [NS 25 GA 25 GA INS 25 GA 25 GA INS
CLIJPAY 84A, 94 -- 73, 75 1500. 190 76 76V
IDEAL 4RST, 4F3K 4RSF 6RST 6RSF 2RST --
HOLMES 48, 48B -- 42, 428 55, 55S -- --
SHORT PANEL LONC. PANEL
- MODEL 4F IS FLUSH
'CARRIAGE HOUSE'
RAISED PANEL EMBOSS DOORS
MODELS
25 GA
25 GA INS
CLOPAY
GD5S,, GR5S
GD55V, GR5SV'
'GALLERY'
DOOR COUNTERBALANCE SYSTEM
2" TRACT{ CONF1C J&A ION.
HOLMES
AR5S
AR5SV
'ARTISTRY'
P.S.F. & -48.0 P.S.F_
'
IDEAL 'CARRIAG€
ED5S
ED5SV
HOUSE'
JAMB WITH (3) 5/16- X 1-5/8" LAG SCREWS
TRACK BRACKET.
3" TRACK IS ALSO AVAILABLE_,
r
s No !
r
�.
STATE OF .` �
� i
�
• %
DESIGN ENGINEER:
SCOTT HAMILTON. P.E.
FLORIDA LICENSE `Jae 63286
10_.
SHORT PANEL
SHEET=
4 OF 4 REV. NUJ. ZONE: � DATE
I 14 -
JAMB CONFIGURATION.
1
REVISIONS
ECN NO, APPVD: DESCRIPT[ON
— SEE REVISION HISTORY ON SHEET ONE.
HOR12ONTAL TRACK
DOOR SUPPORT BY BOOR
HEIGHT "L" INSTALLER (TO SUIT',
1 6'-6" 70'"1
1 7'-0" 76-1 2x6 SYP WOOD JAMB- SEE YF2POTGA
IONAL STOP MOULDING BY INSTALLER (TO SUIT).
1 E.
8,_0 82" "JAMB PREPARATION NOTE ' GALV. STEEL ENO 20 TGA. MIN. GALV'. STEEL INTERM. STILE.
18'-0" 88"
1 8'-6" 94"
9,-0" 1001 1 aHINGE
i 9'-6" 1076"1 2-1/2" X 12 G4 GALV. STEEL- I I
110'-0" 1121 TRACK BRACKETS FASTENED TO
I14'-6" 118"1 WOOD JAMBS WITH 5/6" X 1-5/8" 4 FFA GA. GALV. STEEL CENTER57_NED TO INTER.. STILES W/(4}(4)
EACH
/
ll' -O" 124" I LAG SCREWS. 7/16" I.R. ROUND PUSH
14x5/8" SHEET METAL SCREWS.
I11 -6 130 1
112'-0- 136"1
MANUFACTURING PRODUCT CODE
lit' -6" 142'1
MPC PAN -21`153/6
113'-0- 148"1
DOOR COUNTERBALANCE SYSTEM
2" TRACT{ CONF1C J&A ION.
2" GALV. STEEL TRACK FASTENED TO
11#'-D" 160"1
12 GA GALV STEEL TRACK BRACKETS
11#'-6" 166"
P.S.F. & -48.0 P.S.F_
'
13 GA GALV. STEEL FLAG BRACKET ATTACHED T6
j
1/4" X 5/8" BOLT & NUT PER
JAMB WITH (3) 5/16- X 1-5/8" LAG SCREWS
TRACK BRACKET.
WINDLOAD RATING
TOLERANCES are
AND TO TRACK WITH (2) 1/4" RIVETS.
NOTE: TRACK CflfJFIGURATIUN
ABOVE THE DOOR OPENING DOES
5040 USA
Tel. 51 4�a0 8OU
Tel. rte. 513-770-4soa
AS ROD: SPACING NTE 30" O.C,
NOT AFFECT THE WIND LOAD
.0 = +.031
Buacing Rroduds Compamy
RATING OF THIS DOOR.
�
-00 = ±_015
DESCRIPTION: CLASSIC AND CH RP STEEL
PAN DC +32/-32 PSF
62''t4" 2" GALV. STEEL TRACK,
DRAWN BY: MWW
DATE: 1 /26/96
TRACK THICKNESS: 0.060".
DWG
u
.0000 = t.a�1
II
w L"
TYP_ 2-1/2" X 12 GA (0.099')
TRACK BRACKETS,
z
z
(CHECKED BY: --
rALV. STEEL
DATE: --
z
SIZE
V ATTACHED TO JAMB WITH (1)
Unless Stated Olherwiise
DIMENSIONS ARE IN INCHES- DWG. NO.: 101922
VER: IBC
5/16" X 1--5/8" LAG SCREW PER
TRACK $RACKET_
3" TRACK IS ALSO AVAILABLE_,
r
s No !
r
�.
STATE OF .` �
� i
�
• %
DESIGN ENGINEER:
SCOTT HAMILTON. P.E.
FLORIDA LICENSE `Jae 63286
10_.
SHORT PANEL
SHEET=
4 OF 4 REV. NUJ. ZONE: � DATE
I 14 -
JAMB CONFIGURATION.
1
REVISIONS
ECN NO, APPVD: DESCRIPT[ON
— SEE REVISION HISTORY ON SHEET ONE.
HOR12ONTAL TRACK
DOOR SUPPORT BY BOOR
HEIGHT "L" INSTALLER (TO SUIT',
1 6'-6" 70'"1
1 7'-0" 76-1 2x6 SYP WOOD JAMB- SEE YF2POTGA
IONAL STOP MOULDING BY INSTALLER (TO SUIT).
1 E.
8,_0 82" "JAMB PREPARATION NOTE ' GALV. STEEL ENO 20 TGA. MIN. GALV'. STEEL INTERM. STILE.
18'-0" 88"
1 8'-6" 94"
9,-0" 1001 1 aHINGE
i 9'-6" 1076"1 2-1/2" X 12 G4 GALV. STEEL- I I
110'-0" 1121 TRACK BRACKETS FASTENED TO
I14'-6" 118"1 WOOD JAMBS WITH 5/6" X 1-5/8" 4 FFA GA. GALV. STEEL CENTER57_NED TO INTER.. STILES W/(4}(4)
EACH
/
ll' -O" 124" I LAG SCREWS. 7/16" I.R. ROUND PUSH
14x5/8" SHEET METAL SCREWS.
I11 -6 130 1
112'-0- 136"1
MANUFACTURING PRODUCT CODE
lit' -6" 142'1
MPC PAN -21`153/6
113'-0- 148"1
SHORT PANEL: PAN -21`153
LONG PANEL. PAN -2F156
113'- 6" 154-"1
2" GALV. STEEL TRACK FASTENED TO
11#'-D" 160"1
12 GA GALV STEEL TRACK BRACKETS
11#'-6" 166"
P.S.F. & -48.0 P.S.F_
MATH EITHER (2) 1/4" DIA_ RIVETS OR
115'-0 172
j
1/4" X 5/8" BOLT & NUT PER
TRACK BRACKET.
115 -6 178 1
116'-Q" 184"
NUT FASTEhIER.
14 GA- GALV. STEEL ROLLER HINGES FASTENED T4 END STILES W/(4) EACH #14x5/8"
SHEET METAL SCREWS AND (4) 1/4" SELF TAPPING SCREWS PER END HINGE.
J[A_ SHORT STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
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.
;r
1 DOUBLE HORIZONTAL
TRACK.
J
C4
4-
i
111 FLDM ID PFS DIJ T ►PP J 11 54
MANUFACTURING PRODUCT CODE
MIN. 25 GA. DOORS.
MPC PAN -21`153/6
SHORT PANEL: PAN -21`153
LONG PANEL. PAN -2F156
DESIGN LOADS: +32.07
P.S.F. & -32.07 P.S.F.
TEST LOADS: +48.07
P.S.F. & -48.0 P.S.F_
PART NO.: N/A
Unless Stoted Otherwise
'�
$585 Duke
WINDLOAD RATING
TOLERANCES are
Glop
5040 USA
Tel. 51 4�a0 8OU
Tel. rte. 513-770-4soa
�
1J
.0 = +.031
Buacing Rroduds Compamy
Fax ND. 513-774-AB53
-00 = ±_015
DESCRIPTION: CLASSIC AND CH RP STEEL
PAN DC +32/-32 PSF
000 = +.045
DRAWN BY: MWW
DATE: 1 /26/96
SCALE. NTS
DWG
.0000 = t.a�1
Degrees = ±1/2'
(CHECKED BY: --
DATE: --
SHEET 4 OF 4
SIZE
Unless Stated Olherwiise
DIMENSIONS ARE IN INCHES- DWG. NO.: 101922
VER: IBC
111 FLDM ID PFS DIJ T ►PP J 11 54