HomeMy WebLinkAboutDrawings Garage DoorDOOR PANEL
24 GA (.024) STEEL IAN.
DOL WASHER
#8 X 3/4' SMS
�D 3/8- FROM ENDS
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1 1
1 0. X 3/4- SMS
0 3/8' FROM ENDS
AND 7' O.C. MAX.
7/18' D1A WASHER
R PANEL
GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF,FBC
SEE EVIDENCE PAGE
PRODUCT RENEWED
as coLtiDlYln9 with the Florida
Building Code
NDA-Mo. 21-0312.04
Expiration Datn08l09/2022
By 49-1-1
Mlami-Bado Product Control
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INSIDE
ELEVATION
RAISED PANEL EMBOSSED
DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
®8 X 3/4- SMS
a 3/8' FROM ENDS
AND 4-11r D.D. MAX.
175 X .062 DEEP
GROOVE 1
PRODUCT REVISED
m as coplying with thaFlotrida
Building Code
NOn-No. 20--0901.19
Expiration
(1Date .0810912021
BY %
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_ - - - - - - - -- - - - - - - - _ - _ - - -t�
Poliami-Dade Product Control
`ter EW
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WIN 720
DOOR PANEL
24 GA (.024) MEL MIN.
EXTERIOR
is/16- MIN.
GjA2(NG BIiE
O.L. OPG.
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WINDOW WIDTH
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01-09 I
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1/4' OAA LAG SCREWS 28Y
AT 6' FROM ENDS WOOD
AND 19' O.C. MAX.
1/4- DIA. LAG SCREWS
AT C FROM ENDS
AND 19' D.C. MAX,
OP710N 'A' v OPTION
wnnn R11CK CONNECTION M WOOD SUBSTRATE (WOOD SPECIFIC GF AVf1Y SG=0.55 MIN.)
THE9NSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
VERIFIEDDOOR ANDAND APPROVED BY THE BUILDING OFFICIAL ENGINEER APPLICATIONS WITH NO UPON INSPECTION- INSTALLATION MAY BE
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4- ULTRACON+ BY 'OEWALT' WITH SPACING OF
16' O.C. INTO FILLED BLOCK WALL.16' O.C. INTO 3000 GROUT
PSI CONCRETE, WITH 1W-3314? MIN• EMBEDEMBED
2-1/2- MIN. EDGE DISTANCE
1/4' TAPPER BY 'DEWALT' WITH SPACING OF
14' O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2- MIN. EMBED
16' O.C. INTO 300D PSI CONCRETE. WITH 1-3/4' MIN. EMBED
3' MIN. MOE DISTANCE"
3/8' CONFLEX BY 'ELCO' OR
3/6' CO BY 'ITW' WITH SPACING OF
24' O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2' MIN. EMBED
2" MIN, EDGE DISTANCE
3/8- HLC SLEEVE BY 'HILn' WITH SPACING OF
18' D.C.RINNTTO 3000 PSI�CONCCREETTE. WALL,
WITH
MN" EMBED AND
4' MIN. EDGE DISi
2-1/2' MIN. EDGE DISTANCE
PREPARATION OF JAMBS_�Y oTnrreS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFITBUILDINGS WITH. NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY'. BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON WSPECIION.
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (9.3S X 50 PSF)/2 233.3 Lbs per FL
MAXIMUM INTERIOR(-) .LOAD PER JAMB =. (9.33' X 60. PSF)/2 279.9 Lbs. Per Ft.
#8 X 1"
SELF DRILLING SCREWS
OR.
3/16' 'RIVE%' STEEL RIVETS'
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
REINFORCEMENT
1/2- X 1-3/4- X .058"
FORMED STEEL
W STRIP
REINFORCEMENT
1/2' X 1-3/4- X .058-
FORMED STEEL
B8 x 1'
SELF DRILLING SCREWS
OR
'RIVOC STEEL RNETS
MULTIGRIP VI/ DOME HEAD
AT 48' O.C.
W'STRIP ADAPTER
STEEL
RUBBER W'SfRIPPINGf DRUBBER i9°STRIPPING
34 .T00P-348
1
90--�i
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16' DMA. BOLTS
WITH WASHER & NUT
AT 12" O.C. MAX.
ANCHOR SPACING
ANCHORS - 1 STRUCTURE EMBED SPAGIN'G EDGE GIST.
3 8 HLC SLEEVE B( 'H1LTI CONC.
3 8' HLC SLEEVE BY HILTF ;FILLED BLOCK 1-1/4 ,:�' 4"
7
3 8' DYNABOL7 8Y 'ITW' COME 1-2 8' fi- 2'
3 8 NABOLT DYBY 'TVI FILLED BLOCK 1-7
3 8 POWER -BOLT BY DEWALT' •GONG. 2' 8'
3 8 SLEEVE -AIL -BY SIMPSONS'1 CONC. 7-1(2_
CONCRETE I'e = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN:
r
1-1//4'% 22' X 14 GA
COKT, STEEL ANGLE 12 GA, GAL% STEEL 2-1/8- X 1" X 14 CA
16- X 2-1 2 RAT BRACKETS t3" LONG 1. CALV. STEEL TRACK
FILLET -S�J AT 12' O.C. IN DOOR OPNG. - FASTENED TO TRACK PLATES
12" O.C. MAX. AT 18' O.C. ABOVE DOOR OPNG, W/ (2) 1/4-2OX5/8".TRUSS HD.
CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT
W/ (3) SPOT WELDS AT EACH SIDE
REVERSE TRACK ,CONTINUOUS ANGLE TRACK
TO STEEL TO CONGRErr AND FILLED BLOCH .
AtTFwNATE TRACK INSTALLATION itrrYYAr'
PRODUCT RENEWED PRODUCT REVISEDas complying with the Florida
.as compWrip with the Florida Building Code - NO
Building Code NOA-No. 20-0901.19 fi
BOA -No. 21-0312.04 t1t%� -
Expiration Date 0810=021 -� 1
ExpirationDaWO810912022By A
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BY l 1111famf-0ade Product Control '��° � .;......
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rowing no.
7-1/2" X 3" X .071' GALV. STEEL
END ROLLER HINGE _
W/ '(6) 014 X 5/8" SMS•
WITHOUT DELRON SLEEVE (Slb.)
WITH DELRON SLEEVE (OPTIONAL)
019 t
7 O 1
I 1
1
I O
1 2" X 2-1/4" X .071" -----
11 p GALV. STEEL CENTER HINGE i
W/ (4) 914 X-5/8" SMS _ B
\\ WITH OELRON SLEEVE (OPTIONAL)
\\\ LOCK `
2/ DOOR
\`
PRODUCT RENEWED
i \\
as complying with the Flarfdp
/
Building Code
/ 1" W X 11V THK; LATCH
NOA-No. 21-0312.04
I I
Expiration DatoOB/09/2022
11` STANDARD LOCK
SPRING LOADED SLIDE 'POLT-(BOTH SIDES)
By ,E� 'sa
\\�. FASTENED W/ (4) #14 X 1/2" S.M.S.
Mlamt-Dade Product Control
5/8' MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1001} REGARDING GARAGC DOT
DOOR HB_C447
CONSISTS OF '
6'-6'
2 SECTIONS 18"
2 SECTIONS 21"
6'_9,
1 SECTION 18'
3 SEC>i0N5 21"
7' ...-__it.
SECTIONS 21
-
7'-6'
5 SECTIONS 18'
- "
T-9' 14
SECTIONS IS-
T SECTION 21-
8_ 13
SEC710N5 18"
2 SECTIONS 21
8'-3'
2 SECTIONS 18'
3 SECTIONS
8'-6" 11
SECTION la-
4 SECTIONS 21'
W9'_
5 SECTIONS 21"
-
9' �
6 SECTIONS 16"
-
9'-3'
S SECTIONS 78'
_
1 SECTION 21'
9'-6'
4 SECTIONS IB'
2 SECTIONS 21"
3 SECTIONS 18'
3 SECTIONS 21'
10'
2 SECTIONS 16'
4 SECTIONS 21"
10'-3"
1 SECTION 18"
5 SECTX)NS 21"
10'-6'
6 SECTIONS 21
-
10'-9-
6 SECTIONS 18'
_
1 SECTION 21"
IT'
S SECTIONS 18'
2 SECTIONS 21'
4 SECTIONS 1B"
3 SECTIONS 211'
3 SECTIONS 18"
4 SECTIONS 21"
11'-9'
2 SECTIONS 18"
5 SECTIONS 21'
12'
1 SECTIONS t8"
6 SECTIONS 21"
12'-3'
7 SECTIONS 21'
-
12'-6"
6 SECTIONS 18'
2 SECTIONS 21'
12'-9'
15 SECTIONS 18'
3 SECTIONS 21'
4 SECTIONS IS'
4 SECTIONS 21"3
SECTIONS 18'
5.SECnONS 21"
2 SECTIONS 16'
6 SECTIONS 2P
1 SECTION 18"
7 SERC121"8
E
SECTIONS 21'
-
6 SECTIONS IV
3 SECTIONS 21"
5 SECTIONS 18'
4 SECTIO4
SECTIONS 18'
5 SECTIONS 23
SECTIONS te'
6 SECTIONS 21'
15'-3'
2 SECTIONS 18'
7 SECB01 21'
15'--6'
1 SECTION 18'
B SECTIONS 21'
SEC7I0.NS 21*
1-
1o'
ISSECTIONS 18'
4 SECTIONS 21"
.158 OIA. GALV. AIRCRAFT TYPE r'
CABLE & NICO-PRESS SLEEVE-+- /
W/ MIN. S TO 1 SAFETY FACTOR
6"X3'X0.7'
STEEL PLATE' 1\\
WITH (2) S14 X 5/8" SMS \
BRACKET
STD. LIFT DOOR
CENTER STILE
OUTSIDE
HANOLEI
STILE
/
) o
BRACKET
LOW HEADROOM
DOOR OPTION
7-7/B" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4' SOS
\I LOCK BAR GUIDES
`INSTALLED ON END STILE
WITH (4) 014 X 5/8" SMS
18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK (, PTIO
LOCK BAR LOCKING SHOWN
ALTERNATE TO SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE
TOP FIXTURE S-1/2" X 2-3/4' X 0.1" I9
STEED. PLATE WITH ONE 5/16-16 MS W/ N1rr O1
FASTENED TO END STILE WITH OPTIONAL DOOR NEWER
(6) #14 X 3/4' SELF DRILLING SCREWS TEN. TBEE INSTALLEDS-TIAT m
o
CENTER STILE t1 q
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1
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_� m_ , I Q V N - OPTIONAL
O
L....A f a
OP 5 WIDE AT 7' O.C. MAX. \1_OPTIONAL FLUSH FACE U OO
O170NAp Z
OPAREA NOT TO EXCEED L WOOD GRAIN DESIGN N O CD p o
- �
120 SO. IN. COLONIAL DESIGN I m Ot v ..
INSI ELEVATION ^DAB DOORS INC.
RAISED PANEL EMBOSSED DOOR Hurricane Moster® Model 624/811
Max. Size 9'-4" X 16'-0" High
With Window Ule Option ��
#14 X 3/4' SELF DRILLING SCREWS MAY BE USED]
IN LIEU OF #14 X 5/8- SMS 1 DESIGN PRESSURE RATING = •t• 50.0 PSF
— 60.0 PSF
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDABUILDING
DOOR �p IN ��0 -"' E WITH THE RE43UREMENTS OF FLORIDA
CODE, TAS-202. TAS-201 & TAS-203 FOR HVHZ MIf)
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
I ASTM E18B8-OS/ASTM E1996-09,
c
o
m C
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
o €
o
n
o^
6
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
PRODUCT REVISED -
r---
3. A LOAD DURATION INCREASE IS. USED IN DESIGN OF ANCHORS INTO WOOD ONLY. an coma11,1ng with ma FloHda `�111t 1111I1////
eu811ing
4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT
WITH OTHER DISSIMILAR MATERIALS SHALL MET THE.
Na...o, 20-0901.19
�� `:•• �i
COME INTO CONTACT Ea traHan Data UB/09/202t ` '} 1%CQi$F-•', �+
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. v
o
n
5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
By ft 817.23 -
B
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
mwin a o m uo
QdQv 1 7
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
�0 ,, STpT :�
A
drawing n0.
01-09
6. MANUFACTURER'S LABSMALL BE LOCATED ON A READILY VISIBLE LOCATON
LABELIN BUILDING CODE.
iC '�Ri4" i2
//��5/� �1" � `
ACCORDANCE WITH SECTION 1709ALS OF FLORIDA
A�-
/Ifll
sheet 1 of 5
LABELING TO COMPLY WITH SECTION 1709.9.2.
111
RIVETS
5/18" X 1-5/8" LAG SCREWS INTO WOOD OR
2-3/4" X 5-1/2" X 3- X ,104"
5/18' SLEEVE ANCHORS
CALV. STEEL
WITH 1-1/4" EMBED INTO MASONRY
TOP ROLLER BRACKET. ON EACH SIDE
3-PER BRACKET
FASTENED W/'(6) #. 14 X 5/8` S.M.S. _
090 THK. CALM STEEL 'ADJUSTABLE
SLIDE FASTENED TO BRACKET .
2-1/2" X 4--1/4' X 13 GA, STEEL PLATES
/-W/'5/16-18 X 3/4" HEX HEAD
WELDED TO 1-1/2" X 1-1/2'.X 14 GA. ANGLE
M- Sdd.REWS do NUTS.
FASTENED TO TRACK
TOP BRACKET
WITH (4) 1/4-20 SS: BOLT & NUTS
T(STANDARD)
-
• TOP BRACKET
(OPTIONAL)-
'LOW HEADROOOM DOOR
I
HORIZONTAL REINFORCEMENT_
\
STEEL
GLUED
2' X 5-1/2" X .T
-
TO PANELXAND FASTENED TO
GN.V. STEEL
VERTICAL.SXES WITH FASTENED %
F
(2) 3/16" POP RIVETS
ROLLER BRACKET FOR -I
LOW HEADROOM DOOR OPTION
X .059' FORMED STEEL
,AND FASTENED TO
3/16' POP RIVETS
6' MEETING RIB
1.82" GA. X .50' ROLLERS
W/ .44 0VL X 4-1/4' STEM
OPTIONAL INSULATIONS:
BY 'OYPLAST pRODUM LC'
ISO-25 POLY-ISOCYANURATE
DENSITY - 2.0 PCF
--1`
N.O.A. 017-1207.04
,QEQQIA tW AMERICA'.,
NSRY = 1.03 PCF
N.O.A. #15-1203.G4
OR
'INSULFO
BY LLC'
DENSITY - 0.92 PCF
....
_
N.O.A. #19-.0129.06
:14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) #14 X 5/8" SMS
MIN:.024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALY. STEEL
BO (OM BRAG 5/FA FSMS
ASTENED
BOTTOM SEAL OPTIONS
SEE SHEET 4
HORIZ. TRACK SUi
CENTER SUPPORT -REOD. ON I
EXREEOING 8 FT. IN I
11 I A ,._.
�I
14 CA GALV. STEEL TRACK
WITH TWO WELOS.AT f 1/2' APART
FIRST AT ,3' 0 C
REST AT'$' OC
CONNECTED TO FLAG BRACKET ANGLE
W/. 3/8.16 X 3/4" BOLT .& NUT .
AND To. SPRING swr GUIDE WITH /
:..(2) 1/4-20 X 5/a' BOLT & NUT
r
VERTICAL TRACK
2-1Je"X 1' X ,G80"�
SECTION A -A
DOOR 1 • SECTION HEIGHTS -
BRACKET PLACEMENTS
HEIGHTl1ST
2ND
3RD
4TH 5TH
81
B2
B3 84
- B5
86 87
Be
6'-0" 118"
18`
18"
18'I�NIA
1" TO 2"
11-3/4"
23" '1 34'
45"
S6" i 67"
-
fi''"--6"-'i21-''18'
18`
21" At"
TO 2"
11-3/4"
23° ' 345
5667J'-0`
121"
21"
21"
21j'A
1" TO 2"
11-3/4"
23" j 34°
45"
56 67"_
-
T-6" .18"
18"
18"
18"It6"
1" TO 2"
11-3/4"
23" 34"
45"
56' 67"
78-l/4"
8'-0" 21'
18"
18'
18" 21"
1" TO 2"
19-3/4"
23" 1 34"
45"
56" 67"
78-1/4"
"-SECTIONS ARE NUMBEHLU SrAKUNU AI IHL t1Un UM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1,9"X2.19'X 3.3'X Dow
SYEEL TRACK BRACKETS
2<3/o
16" HIGH
.CONNECTED TTRACK WITH
�(il) 1/4" BOLTS & NUTS
PRODUCT RENEWED
as complying with the Florida
Building Code
HOMio. 21-0312.04
Expiration Date08/09/2022
Miami -Dade Product Control
'F
I I STANDARD U LOW HEADRQOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS .11 T MIT T �.
PRODUCT REVISED
as comp With the Florida
Building nCoodde
NOA-No. 20-0901.19
Fxpiratio pate 0810912021 'NOV 1 '�
By
MIalnWade Product Control
• N0. 23
P q
OWN"�1
7 W
0 ti'w
� o�t�P1v
020p
� 4
Q i=1af �
hawing no.
Q1-09
FOR CONNECTION OF WOOD BUCK
TO MASONRY�SEEEE NOTE ON SHEE/DISTf
SOUTHERN PINE
0.55 S.G. ELIG•
e•
1
1 `1/2" MIN.
1-3/16' i
1.9"X2.19_ 3.3 X.102'
STEEL TR ACK BRACKETS —
SEE SHEET 3 FOR SPACING
024' STL, PANEL
L
OUTSIDE OF DO
' eot ID BRe�s DOOR IEWER
TRACK BRACKET FASTENED X
60D JAMB WITH gy 'SCHLAGE SECURITY HARDWARE'
• X 1-5/8" LAC SCREW INSTALLED IN 9/16" DIA HOLES IN CENTER STILE
Y THREADED) POSITIONED AT EYE LEVEL
PER BRACKET
OPTIONAL STOP MOULDING
FBY DOOR INSTALLER
PRODUCT RENEWED
as complylng with the Florida
Bu1ldlns coda
I GA-Itw 21-0312.04
Expiration
-tD�ate OSI09/2022
B %
N11am4Dade Product Control
r'#14 X 5/8" SMS 3/4" X 2" X 2-1/2' X 18 GA. STEEL
I 6 PER HINGE END STILE, CONNECT TO PANELS WITH
l/2" X 1-3/4' K .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS
GLUED TO PANEL. AND SECURED TO SEE PETAL6VE A8
END STILE WITH 3/16" POP RIVETS O 12" O.C.
( 1-7/6 X 2-5/8'. X .04S" STEEL
1 CENTER STILE, GLUED .AND RIVETED
! TO PANEL W/ (4) 3/16" RIVETS
POP RIVETS7\
#14 X 5/8' SMS.
F 4/ HINGE \
b,
24 GA. S
3/16' ALU
FLAPS BEM OVER PANEL
1/2' PUNCHED HOLES
® 4" O.C.
ANCHORS AT TRACK BRACKET:
A) 3/g" O14. POWER -BOLT BY 'OEWALr
2' MIN. EMBED INTO CONCRETE
1-718" MIN, EDGE DISTANCE
B) SA r OIL. Hie SLEEVE BY •HILT1•
1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BI
1-5/8" MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLACK
CONCRETE Pc = 3000 PSI MIN,
C-90 GROUT FILLED BLOCK ? i = 2000 PSI MIN.
ANCHOR TYPE A OR B
(1) PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
U" -U---II------�B '-1/4-20 SS 13OLT h NUT
7-1/2" X .07i" GALV. STEEL _ PRODUCT REVISED
_ CENTER HINGE 7-1/2" X 3' X .071 u`j as compyl with the Florida
END ROLLER HINGE Building Cote �11 i '
7/18" PUSHNUT SECTFQN El— N�retlon Date 0810912021�\�" F
INSTALLED Oal
N ROLLER SHAFT?
�,• >SG .:
INTERIOR SIDE 1.82" OW X •5o" STEEL ROLLERS (STD.) By r
STEEL TRACK 1.B2" DIA. X .50" NiiDN ROLLERS (OPTIONAL) Mlaml-Dade Product Control
Z14 GA X 2-1/8 X 1- (STANDARD). 2.7s• DIA X ,So" STEEL ROLLERS (OPTIONAL)
12 GA X 3-5/16 X T 1/2° (OPTIONAL)' 2.75" DW X .50" NYLON ROLLERS (OPTIONAL)
FASTENED TO TRACK PLATES WITH 5' STEM
.. W1 1/4-26 X 5/8 TRUSS NO. Nov •' ;
SLOTTED M.S, di LOCK NUT �Q �-
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J D�5 w
4
droving no. ;
o t-rO9 il
i