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'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 GA 24 GA MODELS 25 GA 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: TION
CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GES, GRSS 04 1 - 111/19/141 SH I REVISED STRUT
IDEAL 4RST6RST 4F HOLMES 'ARTISTRY' ARSS
HOLMES 48, 48B 42, 421 -- IDEAL 'CARRIAGE HOUSE' ED5S
SHORT PANEL FLUSH SHORT PANEL OPTIONAL GLAZING MAY BE STANDARD OR
p IMPACT RESISTANT GLAZING. SEE SECTION B-B ONE INTERMEDIATE STILE BETWEEN EACH
rA
ON SHEET TWO FOR DETAILS. (GLAZING SHOWN EMBOSS LOCATION. ATTACHED W/
IN INTERMEDIATE SECTION.) TOG-L-LOC (TOP & BTM) AND
URETHANE ADHESIVE (ALONG CENTER).
GLAZING SHOWN IN TOP SECTION.
7777'0
7
Hil
Kil
/ _ VIEW."B" (SEE SHEET THREE). � i
N
f
_0 C
Z=VIEW "C" (SEE SHEET THREE).
O 16 GA. END STILES ATTACHED TO
�Ix
C DOOR SKIN WITH PATENTED
twit o TOG-L-LOC SYSTEM (TOP, BOTTOM & C
CENTER). ATTACHED TO TOP AND
BOTTOM RAIL WITH PATENTED
TOG-L-LOC SYSTEM. 15
TWO POINT LOCKING
INTO TRACK.
L- A OPTIONAL OUTSIDE KEYIN
ED LOCK POSITION. LHR TOP BRACKETS USED AS
INLHR
BOTTOM BRACKET.
MAX. DOOR WIDTH 18'-2" (1) 3-IN ROLLER CARRIER (P/N
INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES
OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END
DDDR HEIGHT It OF ONE SNAP LATCH ON STILE.
SECTIONS EACH SIDE OF DOOR.
SLIDE BOLT CK
UP TO 7'0' 4 ENGAGES INTO o
B 7'3' TO 8'9' 5 END VERTICAL TRACK. OUTSIDE B
9'0' TO I0'6' 6 STILE. ONE LOCK ON HANDLE. LOCK BAR
10'9' TO 12'3' 7 EACH SIDE OF OUTSIDE END ENGAGES IN
12'6' TO 14'0' 8 DOOR. KEYED STILE. TRACK ON
14'3' TO 15'9' 9 HANDLE. EACH SIDE
16'0' 10 OF DOOR.
MAX SECTION HEIGHT- 21' INSIDE SLIDE BOLT INSIDE HANDLE
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE LOCK OPTION, OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA SNAP LATCH LOCK OPTION, LOCK BAR LOCKING,
BUILDING 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 END ZONE, 3)
ANY ROOF SLOPE,AND,4)TESTING IN ACCORDANCE WITH
ANSI/DASMA 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED
DESIGN PROFESSIONAL MAY DIFFER. MANUFACTURING PRODUCT CODE
ULTIMATE WIND 155 160 I70 180 Iss - _ PAN-2F153
SPEED(MPH) DESIGN LOADS +36:0 P&F: & 42 0 P S.F:
PART NO.: N/A
TEST-LOADS::::: +540:..P 5 F '&--63 O P:12"- ^
A CATEGORY B,C, 0 B,C, D B. CEXPOSURE B,L B —u�asa slat a Otn ae =C'0 8585 Duke Boulevard WINOL13AD RATING ~
TOLERANCES are a!V Mosoe, 51 45010 USA D P 3 6
MEAN ROOF HEIGHT 25' is, 25' 15, 30' 0 1:.031 g Tel.No.513-770-4800 W
Buldm Products Fax No.513-770-4853
.00 *.015 DESCRIPTION: 2" STEEL PAN DOORS 18'2" (SEE TABLE FOR MODELS)
.000 1.005
DESIGN ENGINEER: Degrees s ±1021 NTS DRAWN BY: SH DATE: 11/6/12 SCALE: DING.R
CHECKED BY: SH DATE: 11/8/12 SHEET 1 OF a SIZE L
MARK WESTERFIELD, P.E. ualaec Stated Other.lee
FLORIDA P.E. 48495 NC P.E. 23832 TEXAS P.E. 91513 DIMENSIONS ARE IN INCHES.DWG. NO.: 104761—A/B VER: IBC
4 3 2 �00 IMOD �. p
1� PRODUCT APPROVAL 16107
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 GA 24 GA MODELS 25 GA 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 9B CLOPAY 'GALLERY' GD5S, GR5S 04 — — — — SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 48, 48B 42, 42B -- IDEAL 'CARRIAGE'HOUSE' ED5S
D SHORT PANEL FLUSH SHORT'PANEL D
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT—RESISTANT 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 PLASTIC IN ACCORDANCE WITH 2606.
IBC/FBC 2606 AND AN APPROVED Ct 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 REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
CODE AND IS LARGE— AND SMALL—MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION)
!✓ j DETAIL'D' C
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
DETAIL'D'i•—• 11 IMPACT—RESISTANT FRAME.
l25
OPTIONAL DECORATIVE -2P5 � MULTIPURPOSE HIGH BOND TAPE
•
SNAP—IN INSERT. (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE. ii r
L, GLAZING
atee� MOLDED INSIDE
STRUCTURAL SILICONE SEALANT LITE RETAINER.
HEAD SCREW
(BETWEEN STEEL SKIN AND FRAME). (10SCREWSCREWSN PER LITE).
IMPACT RESISTANT
ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
B
MOLDED GE
FRONT (10) 88 s 3/4"PAN HEAD MACHINE SCREWS.
B
FRAME&GLAZING.
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104761-A DRAWING 104761-8
MANUFACTURING PRODUCT CODE
PAN-217153
DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. PART NO.: N/A
TEST LOADS: +54.0 P.S.F. & —63.0 P.S.F.
A Unless Slots'""""
= 8585 Duke Boulevard WINlIL13AD RATING
TOLERANCES ase Clopay Noson,OH 45040 USA / D P 3 6
Tei.Na.SIJ-770-4800
.0 1.031 Buld'mq Products Compon7 Fos No.513-770-4851 W
.00 1:.015 DESCRIPTION: 2" STEEL PAN DOORS 18'2" (SEE TABLE FOR MODELS)
.000 - t.005
DESIGN ENGINEER: Degrees a * 1 DRAWN BY: SH DATE: 11/6/12 SCALE: NTS DWG.
CHECKED BY: SH DATE: 11/8/12 SHEET 2 OF a ISIZE JJ
MARK WESTERFIELD, P.E. unless Stated other-Ise
FLORIDA P.E. 48495 NC P.E. 23832 TEXAS P.E. 91513 DIMENSIONS ARE IN INCHES. DWG. NO.: 104761—A/B VER: IBC
4 116, 2 FLO[ LORMA PRODUCT DD MCAT lA,PPROO VALE 16107
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORSSHEET, REVISIONS
MODELS 24 GA 25 GA 24 GA MODELS 25 GA 3 OF 4 1 REV. NO.1 ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GD5S, GR5S 04' - - - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 48, 4BB 42, 423 -- IDEAL 'CARRIAGE HOUSE' ED5S
SHORT PANEL FLUSH SHORT PANEL 1—2" THICK
p D
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (z) 12 CA. GALV. STEEL TOP ROLLER
(NO LOAD FROM DOOR) NOTES: 25 GA. (0.019" MIN. THICK)
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN -"�r�BRACKET ATTACHED W/(4)BRACKETS (2-1/2" x 5-3/ H
8").#14x5EACEAC SHEET
THE 2x6 VERTICAL SYP (GRADE#2 OR.BETTER)JAMBS. NO LOAD FROM THE DOOR IS WITH G-40 GALVANIZING,
TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. BAKED-ON PRIMER AND A _ METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+342 LB& -378 LB. PER LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS
FOOT OF JAMB. TOP COAT APPLIED TO BOTH
AND NUTS PER BRACKET.
3. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A
FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN.
TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NQI USED IN THE CALCULATION OF ALLOWABLE
do LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY,
MAX. O.C.
C SHIP JOINTS P 14 GA. MIN. GALV. ROLLER HINGE. EACH C
,p HINGE FASTENED TO END STILES W/(4)
2:6 VERTICAL JAMB #14x5/8" SHEET METAL AND (2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
VIEW "B".
I 3" TALL X 20 GA. (50 KSI GALV. MIN.) STEEL
U-BARS. ONE U-BAR ON EVERY OTHER
SECTION. ATTACH WITH TWO 1/4"x3/4" SELF
L TAPPING SCREWS PER STILE.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D"
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANCLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4" TALL TAPER STRUT.
MAXI0.062" MIN. GALV. STEEL, ONE 4" T-STRUT PER SECTION. (SEE VIEW
MUM
ON-CENTER 80 KSI. MIN. "D") EACH T-STRUT ATTACHED AT EACH
DISTANCE STEEL STILE LOCATION WITH (2) 1/4"x3/4" SELF
BETWEENWASHERS TAPPING SCREWS.
BUILDING TYPE FASTENER TYPE FASTENERS"REQUIRED?
BLOCK1 4"x 1-1 4" IN. M TAP CONCRETE ANCHOR - 4" 1 O.D.
3000 PSI MIN. CONCRETE 1/4x 1 MIN. EMBED TAPCON CONCRETE ANCHOR 7-1 4 1 O.D.
B 3/8-X 1-3/4-MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR INCLUDEDk
4 I —T C INCLUDED
WOOD FRAME(SYP 0,55-M 1/2'x 3'LAG SCREW(ASTM A307.GRADE A) 1-5/8'EMBED INTO STRUCTURE 15-3/4'
• 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. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) /14x5/8" SHEET METAL
SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
/)144/8" SHEET METAL SCREWS SECTION A-A (SIDE VIEW)
0
0
MANUFACTURING PRODUCT CODE
00 0 o PAN-2F153
1/4"x3/4" SELF DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F.
A O O TAPPING SCREWS. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A ^
14 C� END HINGES 18 GA. (MIN.) INTERMEDIATE� HINGE unless Stated otnan.lee ClopBy Mason.
Duke 5040 USd VINOLOAD RATING F1
VI TOLERANCES a. _ el..No.5134770-4800 �/6 D P 3 6
.0 1.031 Bolding Products Company Fax No.513-770-4853
.00 m 1.015 DESCRIPTION: 2" STEEL PAN DOORS 18'2" (SEE TABLE FOR MODELS)
.000 ±.D05
DESIGN ENGINEER: Degrees a ±.0i DRAWN BY: SH DATE: 11/6/12 SCALE: NTS DING.R
CHECKED BY: SH DATE: 11/8/12 SHEET 3 OF 4 SIZE 1J
MARK WESTERFIELD, P.E. Unless Stated Otnenaee
FLORIDA P.E. 48495 NC P.E: 23832 TEXAS P.E. #91513 DIMENSIONS ARE IN INCHES. DWG. NO.: 104761—A/B VER: IBC
4 3 2 IGLOO RMA p OO DUCT APPROVAL 16107
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET' REVISIONS
MODELS 24 GA 25 GA 24 GA MODELS 25 GA 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GD5S, GR5S 04 - - - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 4F HOLMES 'ARTISTRY' ARSS
HOLMES 48, 48B 42, 42B -- IDEAL 'CARRIAGE HOUSE' ED5S
SHORT PANEL I FLUSH _ SHORT PANEL
D D
- HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT.
fig:TRACK CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM AMB CONFIGURATION
DOOR OPENING DOES NOT AFFECT THE DOOR DOORS UP TO 800 LBS,
WIND LOAD RATING OF THIS DOOR. HEIGHT 'L"
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO 6'-6" 70- 1'DOOR OVERLAP (EACH SIDE) STOP MOULDING BY DOOR INSTALLER TO SUIT
JAMB WITH (3)5/16•X 1-5/8'LAG SCREWS 7-0 ( )
AND TO TRACK WITH (2) 1/4'RIVETS. 2x6 SYP WOOD JAMB.SEE I6 GA GALV.STEEL END STILE.
7-6" -JAMB PREPARATION NOTE".7ORSHEET
18 GA GALV.STEEL DOUBLE END STILE.
2" TRACK CONFIGURATION. _ - -
l� 20 GA. MIN. GALV. STEEL INTERM. STILE.
_ AS ROD: SPACING NTE 14'O.C. 9.=0„ 4'
W-15"1 2-1/2-X 12 GA EEL / HIN18 GE FASTENED TO CENTER
GALV. STEEL INTER.
1 -0 TRACK BRACKETS F .-J STILE W/(4) EACH #14x5/8"
o 63' 2-GALV. STEEL TRACK, -6" SHEET METAL SCREWS.
TRACK THICKNESS: 0.083'. 11-0' 1 4" WLAG S REWS NOT TO 14"
u 50" ON-CENTER.MIN.12-0-IaC1SCREWS REQUIRED PER MB. PUSH NUT
ROUND
�• 1 -6' .'15; 2'GALV. STEEL TRACK FATO FASTENER.
38' TYP,2_1/2"X 12 CA GALV. 13'-0" 12 CA GALV STEEL TRACKETS 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH 014x5/8"
C STEEL TRACK BRACKETS, 1 -6' WITH EITHER (2) 1/4'DIAOR SHEET METAL SCREWS AND (2) 1/4"SELF TAPPING SCREWS PER END HINGE._ ATTACHED TO JAMB WITH (1) 14'-0"1 (1) 1/4"X 5/8-BOLT PER024 5/16'% 1-5/8'LAC SCREW PER 14-6 TRACET. 2•DIA. 7-1/2'LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
TRACK BRACKET. 15-0 172-
15-6
10' 16-0 1 4'
3-1/2' SECTION C-C LHR BRACKET(2-1/2"It 5-3/4"x 12CA)
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 ZONE B-3CK.SHEET 1.
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
WIND LOAD RATING OF THIS DOOR.
FOR 3"TRACK. Low HEADROOM OPTION
(AVAIL FOR BOTH 2-AND 3-TRACK)
DOUBLE HORIZONTAL
TRA
1'DDDR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER(TO SUR). p
B 3'GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 16 GA.GALV. STEEL END STILE. O
I THICKNESS:0.101".ANGLE THICKNESS: DOW HORIZONTAL TRACK -JAMB PREPARATION NOTE-. IB GA, GALV.STEEL DOUBLE END STILE.
MIN.ANGLE DIMENSIONS 3-1/4'x 2-7/8". SUPPORT BY DOOR 20 GA MIN.GALV. STEEL INTERM. STILE.
VERTICAL/HORIZONTAL TRACK 14'MAXIMUM SPACING INSTALLER (TO SUIT). 18 GA GALV. STEEL INTER.
JUNCTION.TWO 1/4"BOLTS FROM LAST MOUNTING 3-1/4"x 2-7/8"MIN.x 0.080"TAPERED HINGE FASTENED TO CENTER
&NUTS FOR EACH TRACK. SLOT TO TRACH JUNCTION ANGLE.SEE LAG BOLT MOUNTING BELOW. STILE W/(4) EACH 014x5/8"
W, 7/16- UNO SHEET METAL SCREWS,
_ ` PUSH NUT
a ADDITIONAL MOUNTING SLOTS FASTENER.
SPACED AT 12'CENTERS.
0 0.101'THICK 3'GALV.STEEL TRACK FASTENED 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END
U TO TAPERED ANGLE.TRACK ATTACHED TO STILES W/(4)EACH 014x5/8"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.
tE 46' NUT AT EACH MOUNTING SLOT.
3"DUI. B-1/2"LONG STEM BALL BEARING STEEL ROLLER.
MANUFACTURING PRODUCT CODE
NE.Ya"TRACK BOLT AND NUT AT EACH i nl !(F`�'!(t}1' PREPARATION OFNJAMBS BY OTHERS PAN-2F153
b 34" MOUNTING SLOT LOCATION. DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F.
TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A
A DOOR VERTICAL Unless Stated Olherwisa Cho 8585 Duke Boulevard VINOLOAO RATING
zz' H7ICOr TRACK LENGTH TOLERANCES are =u p y Mason.OH 45040 USA /C D P 3 6
Tel.No.513-770-4800 W O
4 .0 m *.031 UdIng Produap Comparq Fall No.513-770-4853
10' B-o sfi ONE 5/16"x 1-5/8'LAG SCREW SPACED AT THE SAME .00'm *.015 DESCRIPTION: 2' STEEL PAN DOORS 18'2- (SEE TABLE FOR MODELS)
;-20'--.OZ
0-0 108 DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10-•22", 34', .000 a *.005 DWG.
12-D 132 46', ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16', 28',& oaoo - *.001 DRAWN BY: SH DATE: 11/6/12 SCALE: NTS
3-1/2' 14-O 156
DESIGN ENGINEER: 16-0 180 40"FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees - *1/2' CHECKED BY: SH DATE: 11/8/12 SHEET a OF a SIZE
MARK WESTERFIELD, P.E. ''''''''''' VERnCAL/HORIZONTAL TRACK JUNCTION. Unless Stated Otherwise
FLORIDA P.E. 48495 NC P.E. 23832 TEXAS P.E. 91513 DIMENSIONS ARE IN INCHES. DWG. NO,: 104761-A/B VER: IBC
4 3 2 IFLOO QD DDA p O DDMOT( APPROO WALE 16107