PLANSGENERAL NOTES
1 Tr , s STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA
Bul' ,LNG COOE 1 394 EDITION FOR OAOE COUNTY. ALSO FOR WINO
LC -OS AS PER ASCE ' -88 USING CORRESPONDING LOADS.
2 A NCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
A 'CHOR EUBEDUENT TO BASE MATERIAL SHILL BE OEYONO MALL
DRESSING OR STUCCO.
3 ALL BOLTS. NUTS ANO )HASHERS SHALL BE ZINC PLATED CARBON STEEL.
4 ANC ORINC OR LOADING CONO TIONS OTHER THAN THOSE SHOmt IN
THE'.E DETAILS ARE NOT PART OF THIS APPROVAL.
rDOOR NE041
5' -9 `1 SECTOI 1e. 3 Sams 21 -
7'
covsisls .21r
z staurs 1e' 2 SECIIors 2s
4 SECTUts 21' -
i SCIONS Is -
7 ' - 9' a % onn 15" 1 SECTION j1"
5' 13 :cos 18'12 SECTIONS 21
s• -3 2 SECnOwS +8'13 %Cr10N5 21
-s r SECT°. te 4 SECrr,Ns 21 -
1 5 SECTIONS j1.
9' 4 SECt1011S
9 -3 3 Sams 18' 1 %COIN 21"
- 4 SECTIONS 1 5 . 12 S(CA)NS 21
9 -9 3 Strom 15' 3 stcrio 5 21-
10 ;2 SECTIONS 13 4 SECTIONS 21
10' 1 SEaOt 15' 5 SECTIONS 21
10' - 5 SECTO+S 2 -
1 O -9
5 SEcr.s 15' 1 SECTIO4 21
1 1'
5 SECTIONS 15 stcrrirS 21 -
1C
4 SECTOnS 15" 3 SECTIONS 2V
3 SCao6 15 4 SECT:CNS 21
I I' -9 t2 scaorS 15•IS SEc'c..S 21
12' 1 swats 15 "15 SECTIONS 2t
1 2' -3' 17 SECTIONS 21'
11' -S IS SECT ads TS12 SEcTKNS 21'
12 - 9' 15 Slao6 1S• 3 SEcoi5 21
13' 14 SEXTONS 15' 14 %outs 121 -
1 3 • -3' 13 scram 15' 5 scrims 21
12 %M INS 15' 5 SECTS 21'
11 O. SECT )4.1 7 %COWS 21'
SECT ONS 21' -
SCIONS le" 3 SECTIONS 21"
3 SEL71:7f5 15' 4 a 21
u ._ 9 .
15
SELTi: ; 13 sc '1
3 SEatus 17" 8 Sams 2
'2 SECT mS 15' 7 SECTIONS 21
f strut 15" 13 SECOCNS 21"
9 SEaa6 21• -
1 F 1 SECTIONS 15' 4 St'oS 21
0PTCli . STOP MOULDING
ETY 000R INSIALLER1
STEEL TRACK BRACKET FASTENED
TO W000 .1A118 WITH -
ONE 5/16 x 1 -5/3 LAG SCREW
SQUTHERN PINE
0.55 S -C.
13 GA. STEEL TRACK BRACKETS
SEE SHEET 2 FOR SPACING
4
J
14 CA GALV. STEEL TRACK kx
.e- rr.�c�I _t =try o, ATcq •.- .
w/ 1/4 -20 x 5/8" T'.USS HO.
SLOTTED IA.S. & LCl2K NUT �J
OUTSIDE HANDLE
ti
7/16' PUSHNUT
1 NST UED ON MUIR SHAFT
CENTER STILE
OUTSIDE KEYED LOCK
LOX $AR LOCKING SHOWN
1 14 x 1/2" SUS
4 PER HINGE
LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOUR
1/2" X 1 -3/4' X 1/16" VERT. ALUM TUBE
-GLUED 1'O PANEL AND SECURED TO
ENO STILE WITH 3/16" POP RIVETS ® 12' O.C.
1 -7/8" X 2 -5/8" X 15 GA. STEEL
CENTER STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
7 X 7 GALv. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
14 CA. GALv STE_L
END ROLLER HWCE
w/ ( g t4 1/2' SUS
LOCK
2/ DOOR
/ 14 X 5/8" S.M.S
2/ HWCE
14 CA. Gtr +. STEEL)
CENTER HINGE
SECTION_ 0 -8
0
i'
C
ROLLER 1 -11N :;:
SPRING LOADED SLIDE 3017 CK (13O1H SIDES)
FAS1ENED w/ (4) 1 14 =/3 5.U.5
5/8 _ !BIN. LOCK ENGACEt1:N' CONFORMS TO
SFBC 3603.2 RECAP.DIN1 ;AR-GE DOI.RS
'7 GA
FEEL
r
P.;p RIVETS
[ OPTIONAL VENT
MAXIMUTA OPENING AREA
80 SO. IN.
3/4" X 2-1P" x 18 GA. STEEL
ENO STILE.
CENNTER STILE
ll
MAT:. DOOR W101H
9 -0"
INSIDE ELEVATION
iirk1SEU PANEL EMBOSSED DOOR
5/16" HILTI SLEEVE ANCHORS OR ECUAf.
1 -1 /2" Mw. EMBED INTO MASONRY
1 PER BRACKET
Engr: OR. H11I4‘YOt tr FAR000
SIR
FL3 RE /' 15557 � )
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DAB DOOR MODEL 824
MAX. SIZE 9' -0' WIDE X 15 HIGH
DESIGN PRESSURE RATING - + 53.0 PSF
— 80.0 PSF
INS DRAwINC IS PROPERTY OF 0A8 DOORS INC.
COPYRIGHT 1998. TRADEMARK PROTECTED
CO NOT REPRODUCE WITHOUT WRITTEN CONSENT.
PATENT PENDING
APPFGVEO AS CC3;Ft l �.i3 Willi WC
SCUT? Fl SIOA EUiLDING CODE
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• PRODUCT CCNT?OL DIY:S O.
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DOOR
• SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1ST 2N0 3RC14TH 15TH
81
82
83
84
85 1 86
87
88
6' -0"
13"
18113
18"
N/A
1 ••
1 1 - 3/4"
23"
3
4 5"
56"
67"
-
6 - e"
21"
18" 19"
21"
N/4
i'•
11 - 3/4"
23"
34'•
45"
56"
67"
-
7' -0..
21 ..
21..
21 "J21"
N/A
1'•
11 -3/4"
23..
34"
45"
56"
67"
78 -1/4"
7 -6"
18"
18'
18'18"
18"
1"
11 -3/4"
23"
34"
45"
56"
67"
78 -1/4"
3 -0"
21"
18
18"
12 12
1"
11-3/4"
23"
34"
45"
56"
67"
78-1/4
HORIZONTAL REINFORCEMENT
1 /2" x 1 -3/4" X 1/16" ALUM TUBE ,
GLUED TO PANEL ANO FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
HORIZONTAL REINFORCEMENT
1/2" X 1 -3/4" X 1/16" ALUM TUBE
CUT TO MISS RIB
CLUED TO PANEL ANO FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
21" PANEL
2"
1£ ;T1ON A -
Pop RIVETS 14 GA. CALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
w/ 5/16 -18 x 3/4" HEX HEAD
u SCREWS Fi NiiTS
12 GA. CALV. STEEL
TOP ROLLER BRACKET (DOUBLE)
FASTENED w/ (6) # 14 X 5/8" S.M.S
li 18 GA. X 2 -1/4" X 2" CALV. STEEL U.BAR
REINFORCING TRUSS t) CENTER OF TOP SECTION
TRUSS FASTENED TO ALL VERTICAL STILES
w/ two # 14 x 5/8" S.M.S.
7/16" DIA X 3 -3/4" ROLLER SHAFT
OPTIONAL
EPS- EXPANDEO POLYSTYRENE INSULATION
8Y APACHE PRODUCTS CO.
DENSITY = 1.07 PCF
N.O.A. # 98- 0409.04
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
w/ (4) # 14 X 5/8" Sus
MIN. 24 GA ROLL FORMED STEEL PANEL
DRAWING OUALRY 0 -40
MIN. YIELD STRENGTH = 34 KSI
WITH PRI'AER ANO BAKED -
POLYSTER PAINTED TOP COAT
APPLIED 10 BOTH SIDES OF STEEL
FLAPS BENT OVER PANEL
1/2" PUNCH HOLES
® 4 O.C.
18 GA. X 2 -1/4' X 2" CALV. STEEL U.BAR
REINFORCING TRUSS ® 80TTO1A OF BOTTOM SECTION
TRUSS FASTENED TO ALL VERTICAL STILES
w/ Two 14 X 5/8" S.M.S.
12 CA. CALV. STEEL
BOTTOM BRACKET FASTENED
w/ (4) 1 14 x 5/8" SUS
BOTTOM SEAL
.U.)9 ALUM NL iE" •
WITH (2) 1 /8 X 1" 5.M.5.
AND RUBBER WEATHERSTRIPPING
- 5LC1ION5 ARE N UMBE RED STARTING AT THE BOTTOM
FOR DOORS MORE (!•IAN 8 FT. HIGH USE ADDITIONAL TOP BRACKETS AT 10" 0.C.
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE .4\10- CRS WITH 1-1/4" EMBED INTO MASONRY
3 PER BRACKET
24 CA. STEEL PANEL
END STILE
IrnJ L,v:..rirV 14 rss ,r Ln I, Vr V110 VJVrt: ,..�..
COPYRIGHT 1998. TRAOEMARK PR01ECTEc
00 NOT REPRODUCE WITHOUT WRTITEN CONSENT.
2• -I/2" x 4 -1/4" x 13 CA. STEEL PLATES
WEI.DED TO 1- 1 /2" x 1-1/2" :< 14 GA. ANGLE
PATENT PENDING
7
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TRACK CONFIGURATION
CAST ALUM.
CABLE DRUM
C / ORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 1 2"
14 GA. CALV. STEEL TRACK
WOOD FRAME BUILDINGS
STUD 'HALLS OR DOOR OPENING SHALL BE =RAVED SOLID
BY NOT LESS THAN (3) 2X4 PRESSURE TREATED GRADE 2
OR BETTER w00D STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH TRACK BRACKETS 10
PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL
BE ANCHORED 10 GROUTED REINFORCED MASONRY
BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS
WITH 1 - 3/4' EMBED AND A SPACING OF 10 0.C.
OR 3/3" DIA. HILT( SLEEVE ANCHORS, 1 -3/4" 41N.
EMBED AND A SPACING OF 12" O.C.
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND'
REINFORCED WITH FOUR 1 5 BARS EXTENDING INTO
FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE
CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
2" X 3 -1/2" X 12 CA. TRACK BRACKETS
2 -3/16' HIGH
CONNECTED TO TRACK WITH ONE
1/4" BOLTS & NUTS.
Engr: 0 . 1 IL•MA '9UN- ,FAR000
t S TRUCTURES,
FLA. PE.', 'f55579
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HORIZ. TRACK SUPPORT
APPROYD AS COMPLYING MTH THr SOUTH FLrRIDA. BUILDING CODE F
DATr �G �� 2Z 19 D
6't
PRODUCT CONTROL DIV3:0N
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3UILDIrtiu^ C ODE COMPLI OFF;C )
drow�na
n �qn , , f no. _ l. 1 hIGET IrTt [ r,G. >ti 98 _0 J
( sheet 2 of 2
1 w.rri.,+.k
B FORD CO
1774 W. Flagler Street
MIAMI 36, FLORIDA
Telephones: 9-3508 82.0027
I HEREBY CERTIFY that the attached sketch represents
a su rvey mado under my direction and true and correct
to the best of myi ef.
There are no encfoas `na'g ex 4 u3,
• RE S, ERED• LAND S )RVEYORS . 421
,'__ STATE OP FLORIDA
zt741 6, , P Ved
6 "e'% for ie /e:?//,,c /or ?6% B oo<
/' /_ 4 8 5 r /:,A/ rle, .
According to the Plat thereof as recorded in Plat Book " /Q,
Public Records ofDade.County, Florida."
For P;?// � �" Uq" � �./ Date ‘At/ e /Q; /a 411:3
at Page 3