HomeMy WebLinkAboutWind Load SpecificationRECER
DEC 10
Perml�
NOTES:
1. NON —IMPACT RESISTANT GLAZING OPTION — .690"
MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED
TOGETHER WITH A MINIMUM OF (6) #Sxt' SCREWS
INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR
WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC
DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING
SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A
MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT
RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR
WIND—BORNE DEBRIS REGIONS.
ZLj IMPACT RESISTANT GLAZING OPTION — IMPACT
RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP
R INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE
SERTS). GLAZING SHALL BE 1/4' MAKROLON—AR
POLYCARBONATE OR EQUAL GLAZING SHALL HAVE A
MAXIMUM HEIGHT OF 15.21" AND A MAXIMUM LENGTH OF
50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET
THE REQUIREMENTS FOR WIND—BORNE DEBRIS REGIONS.
SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS.
GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS
ATTACHED TO U—BAR ON UPPER INTEGRAL RIB (SEE
DETAIL G SHEET 2). 18 GA J—STRUT SCREWED TO LOWER
INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE
FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1)
1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW TO ATTACH
THE J—STRUT TO THE INTEGRAL RIB AND OPERATOR STILE
AT THE CENTERLINE OF THE DOOR PER DETAIL F ON
SHEET 2.
3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6'
O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS
MINIMUM 7/16" TO MEET NEGATIVE PRESSURES.
4. KEY LOCK, SLIDE LOCKS, OR OPERATOR. REQUIRED.
5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN
PLACE POLYURETHANE FOAM INSULATION CHEMICALLY
BONDED TO 30 GA MINIMUM FACER STEEL AND A
POLYLAMINATE BACKER, OR 32 GA STEEL BACKER. END
CAP TO HAVE A MINIMUM 1.1" DEPTH.
6. 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.
7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE
LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR
ATTACHMENT TO SUPPORTING STRUCTURE.
8. LOUVER OPTION _ .040" MINIMUM LOUVERS IN MOLDED
FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6)
#8xl' SCREWS INSTALLED IN THE BOTTOM SECTION.
LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET
THE REQUIREMENTS FOR WIND—BORNE DEBRIS REGIONS. -
LOUVERED SECTION REQUIRES, OPERATOR STILE TO BE
FACTORY INSTALLED ,AT THE CENTERLINE OF THE DOOR.
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUP_ PORTING STRUCTURE
MAX
DOOR
DOOR
HEIGHT
UNIFORM LOAD EACH JAMB (PLF)
WIDTH_
16'-0"
ALL
+207.2/-230.4
14'-0"
ALL
+181.3/-2016
12'-0"
ALL
+155.4/-172.8
10'=0"
ALL
+129.5/-14CO
00
* ; No 82229 •.
STATE OF
1
1%
40R`D111-�
4�i S3j ' • • • ',:'v ristian
i**4f'�N Ae %%%\\%Voel kel
J. CHRISTIAN VOELKEL, PE
312 N. WARRINGTON RD. UNIT 1A
PENSACOLA. FL
FL PE 77945
TX PE 133174
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR
VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS.
13 GA HORIZ
13 GA FLAG
16 GA MIN HORIZ
TRACK
5/16x1-5/8"
LAG SCREWS
(MIN 3 AS
SHOWN)
16 GA MIN VERT
TRACK
5/16x1-5/8' LAG
SCREW AT EACH
JAMB BRACKET
1/4-20x9/16" TRACK
BOLT AND 1/4-26 HEX
NUT AT EACH JB JAMB
BRACKET LOCATION
15 GA STIFFENED
JAMB BRACKETS
SEE SCHELDULE FOR
QUANITY, LOCATION,
AND TYPE
KEY LOCK OR SLIDE LOCK -
BOTH ENDS (NOT
REQUIRED WITH OPERATOR
— SEE NOTE 4). SLIDE
LOCK SHOWN FOR
CLARITY
NOTE: (4) SECTION SOLID
DOOR SHOWN. SEE SHEET
2 FOR.U-BAR LOCATIONS
ON DOORS WITH OTHER
SECTION QUANTITIES AND
SEE NOTES 1 AND 2 ON
THIS SHEET FOR GLAZING
OPTIONS.
v REQUIRED ON DOOR WIDTHS. LESS THAN OR
EQUAL TO 12"-0".
JAMB BRACKET SCHEDULE
DOOR
HEIGHT
NO. OF
SECTIONS
NO. -OF JAMB
BRACKETS
(EACH JAMB)
TRACK
TYPE
LOCATION OF CENTERLINE OF JAMB
BRACKETS MEASURED FROM 'BOTTOM
OF TRACK (ALL DIMENSIONS'f 2')
7'-0'
4
6
QI
" (JB), 13" (01). 25-1/2' (JB), 34" 0B), 45=1/4"' (QI), 63" (JB)
7'-0'
4
6
FAT
" (JB), 10" (JB), 21-3/4" (JB), 29-3/4 (JB), 42" (JB), 63-1/4" (JB)
8'-0"
5
8
QI
" (JB), 13" (01). 23" (JB), 34" (J9), 47-1/4" (01),_58" (JB), 67" (QQ, 75" (JB)
8'-0"
5
8
FAT
' (JB), 10" (JB), 21-3/4" (JB), 29-3/4" (JB), 48' (JB), 57-1/4" (JB), 66" (JB), 75-1/2" (JB)
> 8'-O"/HIGH IJFT/ROOF PITCH
SEE NOTE BELOW
JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT.
QI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK.
ILL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS.
REVISIONS
CHANGES TO GENERAL
;MAT AND CHANGED
3AR FASTENER TYPE
END CAPS AND
TOM RETAINER.
WGED CENTER HINGE
IGE AND ADDED
CHANGED STRUT
IDENTIFICATION METHOD
FROM COLORED PAINT TO
STAMPED NUMBER.
GRT 3/8/O6
P5 ADDED SUPERIMPOSED
DESIGN PRESSURE LOADS
ON SUPPORTING
STRUCTURE AND
CLARIFIED NUMBER OF
FASTENERS AND CENTER
HINGES REQUIRED FOR
NARROWER DOOR WIDTHS.
MRB 5/10/06
P6 ADDED IMPACT
RESISTANCE TO DOOR.
ADDED MODEL 6100.
MODIFIED NOTE 8 TO
STATE THAT LOUVERS
ARE NOT IMPACT
RESISTANT.
MODIFED JAMB
,CKET SCHEDULE FOR
OPTION. ADDED LHR
CK DETAIL SHEET 2.
4/17/08
ADDED IMPACT
ISTANT GLAZING.
iED TEXAS LICENSE
IBER TO TITLE BLOCK.
NGED LOUVER NOTE.
REASED MAX HEIGHT
8'-9'. ADDED HIGH
AND ROOF PITCH
,CK NOTE.
.7/22/08
UPDATED TITLE BLOCK
8/26/10
ER31526
WED 9605, AND
C 5/23/2017
UPDATED REVISION
OM NUMERIC TO ALHPA
C 092920
,igitally signed by STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A
�hn Christian ��y,-, a
late:
DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" DATE NAME
ate:2ozo.lo.09 TEST (PSF): +38.85/-43.20 MAX HEIGHT. 8'-9" DRAWN 3/8/06 GRT
ate:z�� Dalton. IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB
�
8:58:01 vi�COM G A R,A G E DOORS MODELS 5120/9100/9605 SHEET 1 of 2
DIVISION OF OVERHEAD DOOR CO DRAWING PART NO. I REV.
3395 ADDISON DRIVE
PENSACOLA, FLORID-^32514 WINDLOAD SPECIFICATION OPTION CODE 0230 318960 K
13 GA ADJUSTABLEL#',�4
U-BAR OVER INTEGRAL RIB
FIXTURE ATTACHEDWITH
THE (8) PRE -PUNCHED
PRE-PUNCHEDPLACE
HOHOLES
EACH END FACING UPWARD
IN BOTTOM OF U-AND
ATTACH THRU END CAP AT
WITH (2) 1/4-14x5EACH
END WITH (2) 1/4-14x7/8"CRIMPTITE
SCREWSSELF
DRILLING CRIMPTITE SCREWS
FOR STANDARD TRACK AND (3)
1/4-14x7/8' SELF DRIWNG
CRIMPTITE SCREWS FOR LOW
HEADROOM TRACK (2 OF WHICH
ARE USED TO ATTACHED THE TOP
DETAIL A
BRACKET AS SHOWN).
13 GA ROLLER SLIDE ATTACHED TO
PRE -PUNCHED HOLES IN TOP OF U-BAR
WITH (2) 1/4-144/8" CRIMPTITE SCREWS.
USE VIEWING HOLE IN SLIDE TO ENSURE
PROPER ALIGNMENT OF ROLLERS -�
15 GA HINGE ATTACHED
WITH (4) 1/4-14x5/8'
CRIMPTITE SCREWS (2 OF °
WHICH ARE FACTORY
ATTACHED) I
2" NYLON STORMGARD \
ROLLER WITH 0-
4-1/2" STEM
DETAIL B
18 GA HINGE ATTACHED
WITH (6) 1/4-20x5/8'
CRIMPTITE SCREWS (2 OF
WHICH ARLANDI
ATTACHEDH
ARE FIELDNTO
TOP LEAF,WHICH IS LED
THRU PREOLE
IN U-BAR
DETAIL C
13 GA ADJUSTABLE
TOP FIXTURE
"
0
LOW HEADROOM TRACK
DETAIL A
PLACE U-BAR OVER INTEGRAL RIB WITH
THE (8) PRE -PUNCHED HOLES EACH END
FACING UPWARD AND ATTACH THRU END
CAP AT EACH END WITH (2) 1/4-14x7/8'
SELF DRILLING CRIMPTITE SCREWS
EXCEPTION: U-BAR PLACED OVER TOP
RIB ON THE BOTTOM SECTION SHALL ONLY
BE ATTACHED THRU END CAP AT EACH
END WITH (1) 1/4-14x7/8' SELF DRILLING
CRIMPTITE SCREW LOCATED ON THE
BOTTOM FLANGE OF THE U-BAR
NOTE: DUE TO CLEARANCES REQUIRED TO
INSTALL SCREWS AT THE ENDS OF THE
U-BARS, ALL U-BARS SHALL BE
INSTALLED ON SECTIONS PRIOR TO
INSTALLING ROLLER SLIDES AND TOP
FIXTURE ON THE U-BARS. SEE
ATTACHMENT NOTES ON THIS SHEET.
PLACE U-BAR OVER
INTEGRAL RIB AND ATTACH
WITH (2) 1/4-20x5/8"
CRIMPTITE SCREWS THRU
PRE -PUNCHED HOLES AT
EACH INTERMEDIATE HINGE
LOCATION (1 THRU FLANGE
OF U-BAR AND BOTTOM
HINGE LEAF AND 1 THRU
WEB OF U=BAR AND
INTEGRAL RIB OF SECTION)
12 GA BOTTOM BRACKET
FACTORY ATTACHED WITH o
(3) 1/4-14x5/8"
PLACE U=BAR OVER INTEGRAL RIB WITH
CRIMPTITE SCREWS-
NOTCH DOWN TO CLEAR BOTTOM
BRACKET AND ATTACH THRU END CAP
AT EACH END WITH (1) 1/4-140/8"
SELF DRILLING CRIMPTITE SCREW AS
FOR IMPACT RESISTANCE,
SHOWN AND USE_(1) 1/4-140/8" SELF
BOTTOM BRACKET MUST BE
��__
DRILLING CRIMPTITE SCREW ACROSS THE
SCREWED TO THE'BOTTOM
BOTTOM OF THE BOTTOM U-BAR AT
U-BAR WITH
EACH PRE -PUNCHED HOLE AT EVERY
(2) 1 /4-14x7/8;" SELF DETAIL. D
HINGELOCATION. LOCATION.. USE (1) 1 /4-20x5/8"
DRILLING CRIMPTITE SCREWS.
CRIMPTITE SCREW AT ALL OTHER .
SEE IMPACT BOTTOM BRACKET
PRE -PUNCHED HOLE LOCATIONS.
DETAIL THIS SHEET.
G V OELkF
v\CENS�.� �i�
* ; • No 8222900
���• STATE OF . *rrONAL
J. CHRISTIAN VOELKEL, PE
312 N. WARRINGTON RD. UNIT to
PENSACOLA, FL
FL PE 77945
TX PE 133174
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR
VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS.
#Sx3/4' MIN STAINLESS
SCREWS WITH STAINLESS
BACKED RUBBER WASHERS
3-1/2" O.C. MAX
1/8" BEAD GE
ULTRAGLAZE
SSG4000AC
STRUCTURAL
SEALANT OR
FACER STEEL
NON-STRUCTURAL
DECORATIVE INNER
WINDOW TRIM
USED ONLY ON IMPACT -�
GLAZED SECTION - 11
GA REINFORCEMENT
BRACKET ATTACHED
WITH (4) 1/4-140/8'
SELF DRILLING ;
CRIMPTITE SCREWS (2
THROUGH BOTH
BRACKET AND U-BAR)
DETAIL G
(1) 1/4-14x7/8' SELF DRILLING CRIMPTITE
SCREW AT CENTER LINE OF DOOR THRU
J-STRUT & OPERATOR BRACKET.
NOTE: J-STRUT & SCREW ONLY REQUIRED
ON IMPACT GLAZED SECTIONS. SEE NOTE
r
DETAIL F
NON-STRUCTURAL DECORATIVE
OUTER WINDOW TRIM
a
�/4' POLYCARBONATE
.
11 ilyCrl "
\ _ _ �/
DETAIL E
ATTACH BOTTOM BRACKET
TO BOTTOM U-BAR WITH (2) o
1/4-14x7/8' SELF DRILLING
CRIMPTITE SCREWS l
IMPACT BOTTOM BRACKET
(5) SECTION DOORS
WITH (6) 3% 18 GA,
80 KSI U-BARS
LOCATED OVER
INTEGRAL RIBS AS
SHOWN
(4) SECTION DOORS
WITH (5) 3% 18 GA,
80 KSI U-BARS
LOCATED OVER
INTEGRAL RIBS AS
SHOWN
U-BAR ATTACHMENT NOTES
1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND
ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-144/8'
CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2)
1/4-140/8" SELF DRILLING CRIMPTTE SCREWS AT EACH END
CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION = SEE
DETAIL B AND D THIS SHEET), (2) 1/4-144/8' CRIMPTITE
SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND
INTERMEDIATE HINGE LOCATION, AND (1) 1/4=14x5/8"
CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. FOR
DOOR WIDTHS GREATER THAN IV-0 THERE SHALL BE A
TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH
U-BARS ON BOTTOM SECTION- SHALL HAVE A TOTAL OF (18)
SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO
12'-0 THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING
EACH U-BAR EXCEPT BOTH.U-BARS.. ON BOTTOM SECTION
SHALL HAVE A TOTAL OF (14) SCREWS EACH.
2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN
THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER
SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF
EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE
AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION
DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE
ATTACHED TO THE DOOR WITH 1/4-14x5/8" CRIMPTITE SCREWS.
3. 18 GA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 8"
FROM EACH END.
REVISIONS
STATIC PRESSURE RATINGS
APPROVED SIZES
SCALE: N.T.S.
SIZE: A
DESIGN (PSF): +25.90/-28.80
MAX WIDTH: 16'-0"
DATE
NAME
Wayne
00
I
TEST (PSF): +38.85/-43.20
MAX HEIGHT: 8'-9"
DRAWN
3/8/06
GIRT
a {.O n
GARAGE DOORS
IMPACT/CYCLIC RATED (YES/NO): YES
MAX SECTION HEIGHT: 21"
CHECKED
4/6/06
MRB
MODELS 5120/9100/9605
SHEET 2 OF
2
PART NO.
318960
REV.
K
DIVISION OF OVERHEAD DOOR CORPDRAWING
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
WINDLOAD SPECIFICATION OPTION CODE 0230
r
14"
MAX
12"
MAX
12"
MAX
I 12"
MAX
12"
MAX
12"
MAX
CLIPS TO BE EITHER
RIVETED, BOLTED, OR
WELDED. SEE DETAILS
THI��iA1�iFr�r
O. NSF
�` : N0. 77945 S
ZORIDA •. '
IIIIi1\
DWAYNE J. KORNISH, PE
4576 COUNTY ROAD 160
MOUNT HOPE, OHIO
FL PE 77945 TX PE 117868
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR
VERIFICATION OF VANDLOAD CONSTRUCTION DETAILS.
PLICE PLATE LOCATION
EE SCHEDULE
13 GA MIN
CONTINUOt
WALL ANG
11 GA MIN
CLIP SEE
SCHEDULE
13 GA MIN
CONTINUOUS
WALL ANGLE
(2) 1 /4" X
7/16 SEMI
TUBULAR
RIVITS
TYPICAL CLIP
BOLTING DETAIL
TRACK
(3) 1 /4"-20 TRACK
OR CARRIAGE BOLT
WITH 1 /4"-20 NUT
TRACK
SEE CLIP DETAIL
�-<(1)
1 /4"-20 TRACK
GA MIN
:i
OR CARRIAGE BOLT
C I
SCHEDULE P SEE\'
j
WITH 1 /4"-20. NUT
TYPICAL
CLIP
RIVETING
DETAIL
CLIP LOCATIONS
RSW 0.28" i
\,
11 GA MIN CLIP
SEE SCHEDULE
2
SEE SCHEDULE
o
:`
� �
1
I
(1) 1 /4"-20 TRACK
TRACK
13 GA MIN
OR CARRIAGE BOLT
CONTINUOUS `
!
WITH 1/4"-20 NUT
WALL ANGLE
�
-
TRACK
TYPICAL
CLIP'
WELDING. DETAIL
DESIGN PRESSURE CHART
MAX
DOOR
WIDTH
MAX
PSF
9'-0"
+46.0
PSF/-52.0
PSF
16'-0"
+46.0
PSF/-52.0
PSF
18'-0"
+46.0
PSF/-52.0
PSF
Wayne
MiDalton.
GARAGE DOORS
3395 ADDISON DRIVE
TRACK SUPPLEMENT CHART PEN(850)A4FLORIDA
409 9032514
REVISIONS
'2 2 INCH
RACK —CLIPS —TEXAS
BALL ANGLE 12 FOOT
IPDATED
IPJ 6/11/03
13 UPDATED FORMAT.
VCREASED ALLOWABLE
'RESSURES TO
-46.00/-52.00 PSF FOR
kLL DOOR WIDTHS.
;HANGED "TEXAS WALL
ANGLE" TO "CONTINUOUS
JALL ANGLE". ADDED
;UBSTRATE MOUNTING
IETAIL, CHANGED TO
'ITEN HD ANCHORS
;RT 4/2/07
'4 CHANGED FORMAT.
2 ED MODELS 9800
NO 8024 WITH OVERLAY
'0 TRACK CLIP
;CHEDULE.
;RT 8/21/07
'5 UPDATED MODELS
ISTED IN CHARTS.
IPDATED SPLICE & CLIP
;CHEDULES.
ILP 9/06/07
'6 UPDATE MOUNTING
IETAIL DRAWINGS.
;RT 10/05/07
7 UPDATED CHARTS TO
LIMINATE THE USE OF
HE #8 CLIP (REPLACED
ATH #9 ACROSS THE
IOARD).
ILP 10/24/07
18 UPDATED STEEL
IOUNTINGDETAIL
IRB 04/11/08
'9 EXPANDED 1-1/2" TO
—3/8" DOOR THICKNESS
;HART UP TO 14' HIGH.
;RT 12/11 /08
'10 UPDATED TITLE
(LOCK
;RT 6/2/10
'11 UPDATED TITLE
(LOCK. REMOVED CHART.
;RT 11/15/13
'12 UPDATED TITLE
(LOCK.
:SC 6/15/17
DATE
NAME
DRAWN
1 8/21/07
CRT
CHECKED
8/21/07
MRB
SHEET 1 OF 2
DRAWING PART NO.
307494
REV.
P12
2 3/4" f 1 "
EDGE DIST
5/16" x 1-5/8"
LAG SCREW OR
EQUIVALENT INTO
MIN 2 x 6 NO.2
SPF (G=0.42) OR
BETTER AT EACH
HOLE OR PAIR OF
HOLE LOCATIONS -
E60XX MIN. 11 /88 22 24
MIN 3/16" THICK
STEEL FOR MOUNTIN
WALL ANGLE
TRACK CLIP
1 /4-2Ox9/16"
TRACK BOLT AND
1/4-20 HEX NUT
MOUNTING TO WOOD JAMB DETAIL
2 3/4"
MIN EDGE DIST
CONCRETE MOUNTING DETAIL
ttlllr
NE
4Q S
No. 77945 '
off'-�
ATEF OF
%GCS' • '• ORIDA ••' `;�
oNgL
//�rrlllll\l\\\
DWAYNE J. KORNISH, PE
4576 COUNTY ROAD 160
MOUNT HOPE. OHIO
FL PE 77945 TX PE 117868
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR
VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS.
MOUNTING TO STEEL DETAIL
OPTIONAL: WALL ANGLE MAY BE \
ATTACHED TO SUPPORTING STEEL
WITH MIN. (1) 1 /4-2Ox7/8" SELF
DRILLING SCREW WITH 1" O.D.
WASHER AT EACH HOLE OR PAIR OF
HOLE LOCATIONS IN LIEU OF WELDING
-3/8" SIMPSON TITEN HD';,
2-3/4" MIN EMBED INTO
MIN 2000 PSI CONCRETE
AT EACH HOLE OR PAIR
OF HOLE LOCATIONS
WALL ANGLE
-1 /4=20x9/16"
TRACK BOLT AND
1/4-20 HEX NUT
TRACK CLIP
Wayne
M®aIto m
GARAGE DOORS
3395 ADDISON DRIVE
TRACK SUPPLEMENT CHART PEN (850)A474 09 90 32514
REVISIONS
? 2 INCH
ACK-CLIPS-TEXAS
%LL ANGLE 12 FOOT
'DATED
W 6/11/03
S UPDATED FORMAT.
CREASED ALLOWABLE
iESSURES TO
46.00/-52.00 PSF FOR
.L DOOR WIDTHS.
IANGED "TEXAS WALL
JGLE" TO "CONTINUOUS
%LL ANGLE". ADDED
IBSTRATE MOUNTING
:TAIL, CHANGED TO
rEN HD ANCHORS
tT 4/2/07
1 CHANGED FORMAT.
)DED MODELS 9800
JD 8024 WITH OVERLAY
I TRACK CLIP
:HEDULE.
tT 8/21/07
i UPDATED MODELS
3TED IN CHARTS.
'DATED SPLICE & CUP
:HEDULES.
.P 9/06/07
i UPDATE MOUNTING
:TAIL DRAWINGS.
tT 10/05/07
' UPDATED CHARTS TO
IMINATE THE USE OF
IE #8 CLIP (REPLACED
TH #9 ACROSS THE
)ARD).
.P 10/24/07
3 UPDATED STEEL
)UNTING DETAIL
ZB 04/11/08
I EXPANDED 1-1/2" TO
-3/8" DOOR THICKNESS
IART UP TO 14! HICH.
ZT 12/11 /08
0 ADDED MODEL 8700.
'DATED TITLE BLOCK
a 6/2/10
1 UPDATED TITLE
.00K. REMOVED CHART.
iT 11/15/13
2 UPDATED TITLE
.00K.
iC 6/15/17
DATE
NAME
DRAWN
8/21/07
GIRT
CHECKED
8/21/07
MRB
SHEET 2 OF 2
DRAWING PART NO.
307494
REV.
P12