HomeMy WebLinkAboutAPPROVED 18'2 CLOPAY 9200 W6 SPEC SHEET 4 3 2 1
BRAND EMBOSS TYPE SHEET, REVISIONS
SHORT LONG FLUSH 1 OF 4- REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CL❑PAY 9200, HDP20 9203, HDPL20 9201, HDPF20
IDEAL 1 8200 8203 1 8201 02 112/20/121 SH ADDED FBC 2612 REFERENCE
H❑LMES 1 7200 7203 1 7201
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
RESISTANT GLAZING. SEE SECTION B-B ON SHEET
D (1) 20 GA. BACKER PLATE BETWEEN EACH TWO FOR DETAILS. (GLAZING SHOWN IN
INTERMEDIATE SECTION.)
EMBOSS LOCATION THAT CONTAINS A CENTER
HINGE. ATTACHED WITH DOUBLE SIDED
ACRYLIC ADHESIVE TO BACK OF DOOR. i A
STRUT AND TOP BRACKET
ARRANGEMENT ENDST H STANDARD
ILE AND TOP SECTION OR
GLAZED (SHOWN). STRUT AND TOP BRACKET ARRANGEMENT WITH
STANDARD ENDSTILE AND LITES IN TOP SECTION.
16 GA. DOUBLE END STILES.
o _____III MAY BE NOTCHED FOR LITES.
(O II II ! II I! II II li II 17 If !I kl II
II II lY SI II II II II II II II 11
N II --- ---- 1
r
Li
_ C ---= ===== i if=___=Ti =_� Y i�===== i --- VIEW B" (SEE SHEET THREE).
W II II II !I IE it It li II II tl 11 II II
Z 2 ___ _ I I _ I I _ i ! _ I I _ I I I I I __ VIEW C (SEE SHEET THREE). I! II !t II !t it Ir II II !� II II II II
QC CW 6
V) o - I
II it 11 II II II II II I II I1 !I kl II I! II II II !I II II II II II II I! I1 II
Q Q
TWO POINT LOCKING
--- INTO TRACK.
11 1i II li II II I1 II Il H I! II 11 It II I! II II !I II II II II II II II II II
(2) LHR TOP BRACKETS USED AS
-i A INNER BOTTOM BRACKET.
MAX. DOOR WIDTH = 18'-2" (1) 3-IN ROLLER CARRIER (P/N SNAP LATCH ENGAGES
INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. ONTO VERTICAL TRACK. END
DOOR HEIGHT SECTI❑NS �OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN PER VEHICLE. EONE ACH SNAP LATCH
OF STILE.
DOOR.
UP TO 7'0' 4 VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845, SLIDE BOLT LOCK
7'3' TO 8'9" 5 END ENGAGES INTOVERTICAL TRACK. OUTSIDE LO B
9'0' TO 10'6" 6 STILE. ONE LOCK ON HANDLE.
10'9' TO 12'3' 7 EACH SIDE OF OUTSIDE LOCK ENGAGEARIN
12'6' TO 14'0' 8 DOOR. KEYED END
14'3' TO 15'9' 9 HANDLE. STILE. TRACK ON
16'0' 10 EACH SIDE
MAX SECTI❑N HEIGHT+ 21' INSIDE SLIDE BOLT INSIDE HANDLE OF DOOR.
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE LOCK OPTION. OUTSIDE KEYED L. K WITH OUTSIDE KEYED LOQK W
9� ITH
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA LOCK BAR LOCKING.
r,,��i BUILDING CODE OR THE INTERNATIONAL, BUILDING CODE (BASED ON SNAP LATCH LOCK OPTION.
�►� .�T HAly14>f'*i, BUILDING,02)FDOOR HAS 2OR THE a OF WIDTH WING DINIOBUILDING'S CENDEZONE, 3)
mow, 6 •'G •' TO +++ ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WfM
►� �•�V� `StC ••� + ANSI/DASMA 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED
► ► DESIGN PROFESSIONAL MAY DIFFER. MANUFACTURING PRODUCT CODE
► Na 63
*�• ULTIMATE WIND 160 165 175 185 200 DSIU-1F171
SPEED (MPH) DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F.
EXPOSURE TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A •. F : Q B, C, D B, C, D B, C B, C B _ WINDL❑AD RATING ~
40 ► CATEGORY Unless Stated Otherwise 8585 Duke
4Boul USA_��� �� $585 Duke Boulevard
'�'{'•'•r°WE
�` ••�: TOLERANCES
++i R � •'• ���� MEAN ROOF HEIGHT 25' 15' 25' 15' 30' are Tel. Na. 513-770-4800 W 6 D P 3 8
++�BSI ••• Ea ��� .0 = t.031 Bullding Products mpeny Fax No. 513--770-4953
y���� .00 = t.015 DESCRIPTION: 2" PUR INS. DOORS TO 18'2" SEE TABLE FOR MODELS
1f�. .000 = t.005
DESIGN ENGINEER1 .0000 = f.001 DRAWN BY: SH DATE: 11/6/12 SCALE: NTS DWG.R
Degrees = f 1/27 CHECKED BY: SH DATE: 11 8 12 SHEET 1 OF 4 SIZE 1-)SCOTT HAMILTON, P.E. Unless Stated Otherwise / /
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES. DWG. NO.: 104777—A/B VER: IBC
4 ! 3 2 [FLOOF-HDA p ODMC 7 APPROMQL 16107
4 3 2 11
BRAND EMBOSS TYPE SHEET, REVISIONS
SHORT LONG FLUSH 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 9200, HDP20 9203, HDPL20 9201, HDPF20
IDEAL 8200 13203 8201 02 — — — — SEE REVISION HISTORY ON SHEET ONE.
H❑LMES 7200 7203 1 7201
D 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 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 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
C r DETAIL 'D' C
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
DETAIL IMPACT—RESISTANT FRAME.
1.85
OPTIONAL DECORATIVE f'I 2.25--- MULTIPURPOSE HIGH BOND TAPE I
SNAP—IN INSERT. (BETWEEN FRAME AND FACADE),
I DECORATIVE FRONT FACADE. ri
L GLAZING\
MOLDED INSIDE
o.1sa STRUCTURAL SILICONE SEALANT LITE RETAINER.
(BETWEEN STEEL SKIN AND FRAME). #8x3/4" PAN HEAD SCREW
(10 SCREWS PER LITE).
IMPACT RESISTANT
ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
B MOLDED GE LEXAN (10) #8 x 3/4" PAN HEAD MACHINE SCREWS.
SLX2432T FRONT B
FRAME & GLAZING.
IMPACT RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104777-A DRAWING 104777-B
63286 *� (MANUFACTURING PRODUCT CODE
DSIU-1F171
DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. PART NO.: —1 TEST LOADS: +57.0 P.S.F. & —63.0 P.S.F. A
A STAT f Unless Stated Otherwise _ $5$5 Duke Boulevard WINDL❑AD RATING
.�`.�T ( R Oa�C�`r' TOLERANCES are
Cl0 V Mason, OH 45040 USA
.7 Tel. No. 513-770-4800 W 6 D P 3 8
�1r S5 •••••' ���* .0 = t.031 Building Products mpoay Fax Na. 513-770-4853
�rlj_,10NA4�E��% .00 = t.015 DESCRIPTION: 2" PUR INS. DOORS TO 18'2" (SEE TABLE FOR MODELS
i.1%% .000 = t.005
DESIGN ENGINEER
0000 = t.001 DRAWN BY: SH DATE: 11/6/12 SCALE: NTS DWG.R
Degrees = f1/2' CHECKED BY: SH DATE: 11/8/12 SHEET 2 OF 4 SIZE L
SCOTT HAMILTON, P.E. Unless Stated Otherwise
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.I DWG. NO.: 104777—A/B VER: IBC
4 3 2 I I�OO �� DDA p DODMC 7 APPIRDWAL� 16107
4 3 2 1
BRAND EMBOSS TYPE SHEET, REVISIONS
SHORT LONG FLUSH 3 OF 4 R�NO. NE: DATE: ECN N0. APPVD: DESCRIPTION
CL❑PAY 9200, HDP20 9203, HDPL.20 9201, HDPF20IDEAL 8200 8203 8201 — SEE REVISION HISTORY ON SHEET ONE.
H❑LMES 1 7200 17203 7201
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
HORIZONTAL (TOP) JAMB JAMS TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) NOTES:
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. URETHANE CORE
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +342 LB & —378 LB. PER LINEAR DENSITY 2.4 P.C.F. (2) 12 GA. GALV. STEEL TOP ROLLER
FOOT OF JAMB. BRACKETS (2-1/2" x 5-3/8"). EACH
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FASTENER FLUSH MOUNTING SURFACE. BRACKET ATTACHED W/(4) #14x5/8" SHEET TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS 14 USED IN THE CALCULATION OF ALLOWABLE METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. TO TOP BRACKET WITH (2) 1/4"xl/2" BOLTS
f AND NUTS PER BRACKET.
MAXI. O.C.
TONGUE AND GROOVE JOINTS. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN
C A(DR WING QUALITY) WITH G-40 MIN. GALV.,
BAKED—ON PRIMER AND A BAKED—ON C
—4 POLYESTER PAINTED TOP COAT APPLIED TO
2x6 VERTICAL JAMB BOTH SIDES OF STEEL SKIN.
4-1/4" 14 GA. GALV. ROLLER HINGE. EACH HINGE
L FASTENED TO END STILES WITH (4) #14x5/8"
VIEW "D' SHEET METAL AND (2) 1/4"x3/4" SELF
4" TALL TAPER STRUT. � TAPPING SCREWS. SEE VIEW "B".
MIN. 0.062" GALV. STEEL,
x JAM SUPPORTING STRUCTURE ATTACHMENT MIN. 80 KSI.
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
MAXIMUM ONE 4" T—STRUT PER SECTION- (SEE
ON—CENTER VIEW "D") EACH T—STRUT ATTACHED AT
DISTANCE FEL
27 GA (0.016" MIN.) EXTERIOR EACH HINGE LOCATION WITH (2)
BETWEEN HERSBUILDING TYPE FASTENER TYPE FASTENERS* UIRED? STEEL SKIN WITH G-40 MIN. 1/4"x3/4" SELF TAPPING SCREWS.
LOCK w T x 1-1 4" MIN. M TAPC N N E ANCHOR 6-3 4" 1' O.D. GALV, BAKED—ON POLYESTER
3000 PSI MIN. CONCRETE 1 4 x 1 AAlN. EMBED TAPCON CONCRETE ANCHOR 7-1/4" Vp O.D. PAINTED TOP COAT APPLIED TO
B12000 PSI MIN, CONCRETE 3 8' X 1-3 4" MIN. EMBED WEJ—IT ANKR TITE SLEEVE ANCHOR — INCLUDE BOTH SIDES OF STEEL SKIN.
4000 PSI MIN. CONCRETE 3 1-3/4" MIN. EMBED WEJ—IT ANKIR TfT R 24 JINCLUDED
F 1 " x TM A307, GRADE -5/8" EMBED IN10, STRUCTURE1 _ 4" 1 T O.D.
* 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. Y 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. i
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS. WITH (2) #145/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
�►�is #14x5/8" SHEET METAL SCREWS
*,�•'�.�T HAIW ■yJi SECTION A—A SIDE VIEW
0
* N 0 6328 O O O MANUFACTURING PRODUCT CODE
' 7k 1/4"x3/4" SELF �
DSIU-1F171
TAPPING SCREWS. DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. PART NO.: N A
3 ' TEST LOADS: +57.0 P.S.F. & —63.0 P.S.F. /
A �� ; STATE F 14GA• END HINGES 1 Ml . RM lAT H1NG Unless Stated Otherwise 8585 Duke Boulevard A
WINDLOAD RATING
'/��'•' ♦♦♦♦ VIEW "B" VIEW "C" TOLERANCES are ['j�Q 'a Mason, OH 45040 USA
♦��`Si••. ♦ y Tel. No. 513-770-4800 W 6 P 3 8
�NXENC>�♦ .0 = t.031 Building Products mpony Fax No. 513-770-4853
ALL���� .00 = t.015 DESCRIPTION: 2" PUR INS. DOORS TO 18'2" (SEE TABLE FOR MODELS
000 = t.005
DESIGN ENGINEERi .0000 = t.001 DRAWN BY: SH DATE: 11/6/12 SCALE: NTS DWG. R
SCOTT HAMILTON, P.E. Unless Stated Othe Ise Degrees = f 1/2' CHECKED BY: SH / /DATE: 11 8 12 SHEET 3 OF 4 SIZE L
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN IrwNCHES, DWG. NO.: 104777—A/B VER: IBC
4 3 2 �I� oOJ-HDA p ODMC� r Qpp[ oOMIQ� � C�� O�
4 3 2 1 1
EMBOSS TYPE SHEET, REVISIONS
BRAND 4 OF 4
SHORT L❑NG FLUSH REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CL❑PAY 9200, HDP20 9203, HDPLZO 920}, 1I]PF2D 02 _ _ _ - SEE REVISION HISTORY ON SHEET ONE.
IDEAL 8200 6203 B2D1
H❑LMES 7200 7203 7201
D 7" TRACK CONFIGURATION NOTE: TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK D
DOORS UP TO $00 LBS. DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR
WIND LOAD RATING OF THIS DOOR. INSTALLER (TO SUIT).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGUR�4TION
DOOR DOORS UP TO 800 LBS.
HEIGHT "L"
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO " "
� f JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS 1" DOOR OVERLAP (EACH SIDE)-
-AND TO TRACK WITH (2) 1/4" RIVETS. 7'-6" g 3" MIN.
2x6 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
AS RQD: SPACING NTE 14" O.C. "JAMB PREPARATION NOTE 16 GA GALV. STEEL DOUBLE-END-STILE FASTENED WITH (1) #8 X 1/2" WAFER SCREW.
i " '� END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
0o 63" 2" GALV. STEEL TRACK, 10'-0' 1 "
0 TRACK THICKNESS: 0.083", 1 '- , i 1 " 2-1/2" X 12 GA GALV. STEEL.,
II 11'- " 1 4p TRACK BRACKETS FASTENED TO
�- r50: 11'- " WOOD JAMBS WITH 5/6" X 1-5/8" 7/16" I.D. ROUND 18 GA. GALV. STEEL CENTER HINGE
= 1 LAG SCREWS NOT TO EXCEED 14" PUSH NUT FASTENED TO SECTIONS W/(4) EACH
w "L„ 12'- " 1 ' ON-CENTER. MIN. OF (9) LAG FASTENER. #14x5/8" SHEET METAL SCREWS.
38" TYP. 2-1/2" X 12 GA GALV. 13' " 14 N SCREWS REQUIRED PER JAMB. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8" C
STEEL TRACK BRACKETS, i SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
z ATTACHED TO JAMB WITH (1) 14'-0"
d 24" 5/16" X 1-5/8" LAG SCREW PER 14'� " 1 2" GALV. STEEL TRACK FASTENED TO
0 TRACK BRACKET. 5'- ' " 12 GA GALV STEEL TRACK BRACKETS
1$'_g" WITH EITHER (2) 1/4" DIA. RIVETS OR 2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
10" 16'-0" 1 4" (1) 1/4" X 5/8" BOLT & NUT PER SECTION C-C
3-1/2" TRACK BRACKET. 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
DOOR
ZONE B-3 SHEET 1. 4-
N
3" TRACK CONFIGUREDNO TRACK CONFIGURATION ABOVE THE
OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND QVER. LOW HEADROOM OPTION
CENTER HANG REQUIRED FOR (AVAIL. FOR BOTH 2" AND 3" TRACK)
DOORS OVER 8' HIGH.
DOUBLE HORIZONTAL
TRACK.
1" DOOR OVERLAP (EACH SIDE)—
B 2x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). B
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK "JAMB PREPARATION NOTE". 16 GA GALV. STEEL DOUBLE-END-STILE FASTENED WITH (1) #8 X 1/2" WAFER LJ
THICKNESS: 0.101". ANGLE THICKNESS: 0.080". HORIZONTAL TRACK SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8". SUPPORT BY DOOR
VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING INSTALLER (TO SUIT)-
JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING ANGLE.
x 2-7/8" MIN, x 0.080" TAPERED '
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING AT TRACK 18 GA, GALV. STEEL CENTER HINGE
CONFIGURATION ON PAGE ONE. 7/16" I.D. ROUND FASTENED TO SECTIONS W/(4) EACH
w
= PUSH NUT #14x5/8" SHEET METAL SCREWS.
m ADDITIONAL MOUNTING SLOTS FASTENER.
o SPACED AT 12" CENTERS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END
0.101" THICK 3" GALV. STEEL TRACK FASTENED
'►,,>>—��j���r,',r II TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH #14x5/8" 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.
��[ MAII9���, NUT AT EACH MOUNTING SLOT.
....
���tiG C•tr N g'• �,L+�� w 46"
.� •• ti �.•�•• = 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
1 SECTION C-C
N MANUFACTURING PRODUCT CODE
ft o 6328
*: 34" NE. Y4" TRACK BOLT AND NUT AT EACH %%�' PREPARATION OF JAMBS BY OTHERS. D S I U—1 F 171
MOUNTING SLOT LOCATION. DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F.
Q. PART NO.: N/A
.. a TEST LOADS: +57.0 P.S.F. & —63.0 P.S.F. A
DOOR VERTICAL Unless Stated Otherwise m
�I� �� 8585 Duke Boulevard WINDLOAD RATING
A =0�.�' OF '1�j�� 22" HEIGHT TRACK LENGTH TOLERANCES are R Mason, OH 45040 USA \,f
,��� • �� Q •"� ti``� 8-0 74 .0 = t.031 Building Products Compony Tel.
x No.o. 513-770-4853 �/�/ D P 3 8
f/jiS'••••• •' a `,� g- gg ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME .00 = t.015 DESCRIPTION: 2" PUR INS. DOORS TO 18'2" (SEE TABLE FOR MODELS
III �(]NA�`G��� 10" 10' 108 DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10", 22", 34 .000 = t.005
�t#411.il.1. 12-0 132 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28", & .0000 = t.001 DRAWN BY: SH DATE: 11/6/12 SCALE: NTeF4
DWG.R
DESIGN ENGINEER 3-1/2" 14-0 156 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = f1/2' CHECKED BY: SH DATE: 11/8/12 SHEET 4 SIZE B
16-0 180 VERTICAL HORIZONTAL TRACK JUNCTION.
SCOTT HAMILTON, P.E. / Unless Stated otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 104777-A/B VER: IBC
FLORIDA LICENSE No. 63286
4 3 2 FLOO G�30DLa p OO DMC�`� LQppG�OM/Q� 1 C�1 Oft