511 NE 101 St7fts
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CENTER STILTS CONFIGURATION
DOOR WIDTHS
( OF CENTER STILES
TO 9'-0'
2
_b'-0'
9' -1 10 11' -10'
2
12' -0' TO 13' -10"
3
14 -0" 10 15 -10'
-
15' -11" TO 16'2"
5
` 0002 i-IaGHT
CONSISTS OF
6" -5"
2 SECTIONS 18'
2 SECTIONS 21"
6'-.
1 SECi1DN 18'
3 SECTIONS 21"
7'
4 SECTIONS 21"
-
r 3-
- .
-
r -tG
5 SECTCINS 18"
-
r- -
4 SECTIONS 18'
1 SECTION 21
B"
3 SECTIONS 18'
2 SECTIONS 21"
E--3-
2 SECTIONS 18'
3 SECTIONS 21
6 " -6
1 SECTION 18'
4 SECTIONS 21'
8' -9"
5 SECITONS 21'
-
9'
6 SECTIONS 18'
-
9 " -3'
5 SECIIONS 18'
1 SECTION 21"
9' -
4 SECTIONS 18'
2 SECTIONS 21'
9 " -9'
3 SECTIONS 18'
3 SECTIONS 21"
103"
2 SECTIONS 18"
4 SECTIONS 21'
1r" X
1 SECTION 18'
5 SECTIONS 21"
1 *f-6'
6 SECTIONS 21"
-
tor-4"
6 S'lC7IONS 18"
1 SECTION 21"
Ur
5 SECTIONS 18'
2 SECTIONS 21"
1/C' -3'
4 SHanous 18"
3 SECTIONS 21`
15-6'
3 SECTIONS 18"
4 SECTIONS 21"
15-9"
2 SECUONS 18"
5 SECTIONS 21"
12"
1 SECTIONS 18"
6 SECTIONS 21"
tar-3
SECTIONS 21'
-
_7
tr--6"
6 SECTIONS 18"
2 SECTIONS 21"
171'-r
5 SECTIONS 18"
3 SECTIONS 21`
:13'
4 SECTIONS 18"
4 SECTIONS 21 . "
13'-3'
3 =DONS 18'
5 SECTIONS 21"
13'-C
2 SECTIONS 18"
6 SECTIONS 21"
13'-4
1 SECTION 1r
7 SECTIONS 21'
14
8 SECTIONS 21"
-
14 =3"
6 SECTIONS 16"
3 SECTIONS 21"
14 "--r
5 SECTIONS 18"
4 SECTIONS 21'
14' -9"
4 SECTIONS 18"
5 SECTIONS 21"
15'
3 SECTIONS 18"
6 SECTIONS 21
15' -3"
1_;' -6"
1S' -9"
. SECTIONS 18'
• 1 SECTIOt. 1 E
7 SECTIONS 2 1 .
P3 '.1 C 110 i' -
-
4 SECTIONS 21'i
9 SECTIONS 21'
J 6 SEiCDONS 18"
1 6'
LOCK
2/ DOOR
7 X 7 GALY. AILCRAFT TYPE
CE.9LE & NIOO -PRESS SLEEVE
W/ M. 5 TO 1 SAFETY FACTOR
7 -1 /r X .07 r GALV. STEEL
END ROLLER HINGE
w/ (6) f 14 X 5/8" SI.CS
7 2' X .050' GALV. STEEL
R HINGE
w/ (4) 1 14 X 1/2" SMS
3/4" W X _15 W.iC LATCH
SPRING LOADED SUDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) f 14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMEN[.CONFORMS TO
SPCC 3603. REGARDING GARFGE COORS
1
t
e
CENTER STILE
OUTSIDE HANDLE
1
L
7' X 3" X 0.1"
S I ILL PLATE •
WITH (4) 14 X 3/4'
SELF DRILLING SCREWS
END STILE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
CENTER STILES
8'-0" TO 9'-0"
DOOR WIDTHS
Iaa!!1
9' -1" TO 11' -10"
DOOR WIDTHS
12' -0" TO 13' -10
DOOR WIDTHS
ICCK BAR GUIDES
ITISTALLET) ON END STILE
TLOTH (4) #14 X 5/B' SMS
.18T X _6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
1
TOP FIXTURE
5 -1/2" X 2 -3/4" x 0.1'
STEEL PLATE WITH
(6) >I X 3/4' SELF DRILLING
CENTER STILES ;
SEE SCH. 'A'
r
SCHEDULE 'l1
9
OPTIONAL VENT
- MAXIMUM OPENING AREA
120 SO. IN.
DOOR WIDTHS
' I
14' -0 TO 15' -10'
J - DOOR WIDTHS
SCREWS
� I . tai I tai
6...3 pi 11 11 11 11_111
TI
li
MAX. DOOR WIDTH
16' -2"
INSIDE ELEVATION
RASED PANEL EMBOSSED DOOR
\ __ OPTIONAL FLUSH FACE
WOOD GRAIN DESIGN
` Ylerl:/
GENERAL NOTES
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA
BUILDING CODE 1994 EDt110N FOR DADE COUNTY. ALSO FOR WIND
LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS.
2. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL
t
/ I
L A
DAB DOOR MODEL 824
MAX. SIZE 16' -2" WIDE X 16' -0" HIGH
DESIGN PRESSURE RATING = + 48.0 PSF
- 52.0 P�,E
a
Engr. DR. HUMAYOUN FAR000
STRUCTURES
FLA. PEE 16557
1-
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APPROVED AS COMPLyI - H6 WITH Tiil
SOUTH FLORIDA BUII MiCODE
GATE nCT
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BY
'RODUC1 CO' '. I. DIVISION
BU!! DING CODF COMPLIANCE DEPIC
sheet 1 of_3
drawing no .1
01 —.19
16 GA_ X 2 -1/4 X 2" GALV. S1t L U.BAR
REINFORCNC �S 0 TOP OF PANEL
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W/ 1WO f 14 X 5/8" • SJ LS.
AND TO END STILE
W/ FOUR ( 14 X 3/4" SELF DR(UR C S.
.055' X 2 - 1/4- X 2" GALV. S 1 L1 L U.BAR
RE T: RCUG TRUSS 0 BOTTOM OF PANEL
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W/ 7WO j 14 X 5/8" S.M.S.
AND TO END STILE
W/ FOUR f 14 X 3/4" SELF ORU* G S.
1ST SEC110N (BOTTOM)
REINFORC NG
(PTIONAL STOP MOULIY.NG
BY DOOR INSTALLE
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" Y. 1 -3/4" LAG SCREW
HEX WASHER HEAD TYPE A
SOUTHERN PINE
0.55 S.G.
1-1/4""
FFFMM��� I
1.9 X 2.19" X 3.3 X 090"
STEEL TRICK BRACKETS ---
SEE SHEET 2 FOR SPACING
2 -1/8 - X 1" X .078"
GALV_ STEEL TRACK
FASTENED TO TRACK PLATES
W/ 1/4 -20 X 5/8 TRUSS 140.
r :: •:- f) t ! . t' . ' .
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1 S.M.S. 0 48" 0.C.
AND RUBBER WEATHERSTRIPPING
7
1/2" X 1 -3/4" X 16 GA.
(0.0G g' OPEN TUBE
0 TOP & BOTTOM
OF EACH PAWL
14 X 5/8" SMS
6 PER HINGE
REINFORCING
INTERMEDIATE SECTIONS
REINFORCING
16 GA.X 2-1/4" X 2" GALV. STEEL U.BAR
TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W/ TWO j 14 X 5/8" S.M.S.
AND TO END STILE
W/ FOUR ff 14 X 3/4" SELF DRILLING SCR.
1/2" X 1 -3/4" X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH 3/16" POP RIVETS G 12" O.C.
1 -7/8" X 2 -5/8" X .049" STEEL
CENTER STILE, GLUED AND RNETED
TO PANEL W/ (4) 3/16" RIVETS
# 14 X 5/8" S.M.S.
4/ HINGE
7 -1/2" X .050"
GALV. STEEL
INTERIOR SIDE
POP RIVETS
7 -1/2" X .071"
TOP SECTION
REINFORCING
16 GA.X 2-1/4" X 2" GALV. STEEL U.BAR
REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W/ TWO 14 X 5/8" S.M.S.
AND TO END STILE
W/ FOUR # 14 X 3/4" SELS DRILLING SCR.
44
3/4" X 2" X 2 -1/2" X 049" STEEL
END STILE, CONNECT TO PANELS vTH
r FLAPS AND (4) 3/16" ALJ1.! RIVETS
SEE DETAIL ABOVE
3 -3 MIN.
DGE DISTANCE
1 1 -1/8"
: _ .
i •.
1/4 -20 SS BOLT
& NUT
24 GA STEEL PANEL
FLAPS BENT OVER PANEL
[
1/2" PUNCHED HOLES
0 4" O.C.
1/2" HILTI SLEEVE ANCHORS OR EQUAL
1 -1/2" MIN. EMBED INTO MASONRY
1 PER BRACKET
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE # 16557
END STILE
- -..__. _ __ ...c.s�i -,_.;•err:..
isPPROVE [ PS vii i L1iISJ 1�: 7, fl!C
SOUTH FLORID& BUILDIK COOL
WTE OCT 0;0
PIZ 5 CO1 DIVISION
111 r. Mt'
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drawing no.
01 -19
n
ee:_2 cif
DOOR
HEIGHT
• SECTION HEIGHTS
BRACKET PLACEMENTS
1ST
2ND
3RD
4TH
5TH
B1
B2
B3
84
85
. B6
B7
B8
6' -0"
18"
18"
18'
18"
N/A
1"
11 -3/4"
23"
34"
45"
56"
67"
-
6' -6"
21"
18"
18"
21"
N/A
1"
11 -3/4"
23"
34"
45"
56"
67"
-
7'-0"
21"
21"
21"
21"
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"
8' -0"
21"
18"
18"
18"
21"
1"
11 -3/4"
23"
34"
45"
56"
67"
, 78-1/4"
POP RIVETS
1 2'
{ r1i -
SEi_ SHEET 2 =
OF REINFORCING TRUSSES
14 GA GALV. STEEL ADJUSTABLE
SLIDE FASTOIED TO BRACKET
W/ 5/16 -18 X 3/4' HEX HEAD
M. SCREWS k S.
HORIZONTAL REINFORCEMENT
1/2" X 1 -3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16' POP RIVETS
2 -3/4" X 5 -1/2" X 3" X .104"
GALV. STEEL
TOP ROLLER BRACKET (DOUBLE)
FASTENED W/ (6) f 14 X 5/8" S.M.S.
HORIZONTAL REINFORCEMENT
1/2" X 1 -3/4" X .058 FORMED STEEL
GLUED 10 PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/i6" POP RIVETS
5/16" METING RIB
1.82" DIA. X .50" ROLLERS
W/ .44 DIA. X 4 -1/4" STEM
OPTIONAL INSULATIONS
BY 'APACHE PRODUCTS CO'
EPS- EXPANDED POLYSTYRENE
DENSITY = 1.07 PCF
N.0A f 98- 0904.04
OR
ISO -25 POLY- ISOCYANURATE
DENSITY = 20 PCF
N.0A iE 98- 0904.03
14 Gk GALV_ STEEL
ROLLER HINGES FASTENED
w/ (6) f 14 X 5/8 S!'S
MIN. _024" ROLL FORMED STEEL PANEL
DRAWING QUALRY G -40
MIN. YIELD STRENGTH = 39 KSI
WITH PRINTER AND BAKED -ON
POLYSWER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) / 14 X 5/8" SMS
5/16" X 1-5/8' LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1 -1/4' EMBED INTO MASONRY
3 PER BRACKET
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4 -20 SS. BOLT & NUTS
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TRACK CONFIGURAT1ON
I
CAST ALUM.
CABLE DRUM
WOOD FRAME BUILDINGS
STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD
BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2
OR BETTER WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH TRACK BRACKETS TO
PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL
BE ANCHORED TO GROUTED REINFORCED MASONRY
BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS
WITH 1 -3/4" EMBED AND A SPACING OF 8" 0.C.
OR 3/8" DIA. HILT] SLEEVE ANCHORS. 1 -3/4" MIN.
EMBED AND A SPACING OF 12" 0.C.
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND
REINFORCED WITH FOUR # 5 BARS EXTENDING INTO
.ND INTO TIE BE -AS, ALL B!•.RS ;Hr! I
PREPARATION QF ,JAMBS BY OTHER
HORIZ. TRACK SUPPORT AS REQD.
BY DOOR INSTALLER
HORIZ. TRACK LENGTH = HEIGHT PLUS 12"
*-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C.
14 GA. GALV. STEEL TRACK
2" X 3 -1/2" X 12 GA. TRACK BRACKETS
2 -3/16" HIGH
CONNECTED TO TRACK WITH ONE
1/4" BOLTS & NUTS.
1 - I `)
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
1/4" 0 HEX HEAD
M.S. & LOCK NUT 0 12" 0.C.
3" X 2" X 14 GA
CONT. STEEL ANGLE
— 2" X 3" X .102" STEEL
FLAT BRACKETS 0 ±12" 0.C.
CONNECTED TO CONT. ANGLE
W/ (3) 1/4" 0 SPOT WELDS
ALTERNATE TRACK INSTALLATION
HILTI SLEEVE ANCHOR SPACING
ANCHOR
5/16
3/8
STRUCTURE
BLOCK
CONC.
BLOCK
CONC.
EMBED
1 -1/4"
1 "
1 -1/4"
1 -1/4"
SPACING
6
6
8
9
MIN. EDGE
DISTANCE
3 3/4"
TYPICAL
1 "
CONC.= MIN. 3000 PSI
P;1 -1/2"
/4 -20 SS BOLT & NOT
AT 12" 0.C.
2 -1/8" X 1" X .078"
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4- 20X5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
1PPROVED LS COMPLYiI':E WITH THE
SOUTH RUIN, BUILAI 4C ODE
DATE 1 CTU
eY
PRODI!CT Coot DIMISIOIt
CiIU[ COMPI.UNC[ OFFICE
. i .('
En9r. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE # 16557
O
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drawing no
01 — 19
u i