05-192-005I
7 -1/2" X 14 GA. GALV.
W/ (6) 714 X 5/1
HINGE GA. CAM STEEL
14 X 1/2" SMS
2% DOOR
TOP FIXTURE
#
8-1Z2" X 2 -3 i %4" X 2 GA.
STEEL PLATE WN,
(B) #14 X 3/4" SELF DRILLING SCREWS ,�
0o
CENTER STILES
l
4ID N n SEE SCH. 'A'�
r r-
SPRING LOADED SLIDE DOLT LOCK (BOTH SIDES) x
FASTENED W/ (9) 1 14 X 1/2" S.M.S. J
5/9" MIN. LOCK ENGAGEMENT CONFORMS TO
SFBC 3603,2 REGARDING GARAGE DOORS
f •7 X 7 CAM AIRCRAFT TYPE
CADLE rk NICO -PRESS SLEEVE
W/ MIN, 5 TO 1 SAFETY FACTOR
DOOR HEIGHT
I CONSMTS OF
i' —i'
2 SECTIONS 1i
2 SECTIONS 21"
t'—st"
I SECTION 14"
3 SECTIONS 21'
7'
4 SECTIONS 21"
—
7' -3"
i
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA
S SECTIONS 1 t"
—
7' —f"
4 SECTIONS ti
i SECTION 21"
IF
I SECTIONS 1f'
2 SECTIONS 2t"
2 SECTIONS 1 {'
3 SECTIONS 21'
t' — {"
1 SECTION 1;"
4 SECTIONS 21"
f' —i'
5 -SECTIONS 21'
—
f'
t SEC-TONS 1t"
7
!' -3•
5 SEC♦ WM 1i•
1 SECTION 21"
4 SECIIGNS 19'
2 SECTIONS 21"
{' —f"
13 SECTIONS 1 sL
3 SECTIONS 21'
10
2 SECTIONS 18"
4 SECTIONS 2I'
10 -3"
1 SECTION 1i
ECT
5 SIONS 21"
lot -{"
t 5ECi10N5 21 •
--
10' —f'
{ SEMVNS Ii•
7 SECTION 21'
IV'
S SECTIONS 11'
2 SECTIONS 21 "
;
4 SECT10N5 ti"
3 SECTIONS 21"
3 SECTIONS 19'
4 SECTIONS 21
SECTIONS 1 N
S SECnoNS 21
12'
1 SECTIONS 1 i'
{ SECTIONS 21 "
12' -3"
7 SECTIONS 21 •
—
12' —{"
{ SECTIONS 1i'
2 SECTIONS 21"
f SECTIONS —18 i
3 SECTIONS 21
13
4 SECTIONS 19"
4 SECTIONS 21"
13' -3' 7
3 SECTIONS 1i
3 SECTIONS 21'
13'-1'
2 SECTIONS 1 {"
i SECTIONS 21''
13' —f"
1 SECTION It'
7 SECTIONS 21'
14'
; 5ECi10N5 21"
—
14' -3'
t SECTIONS I1*
3 SECTIONS 21'
14 —1
5 SECTIONS 18 *']4
4 SECTIONS 19.5
SECTIONS 21"
SECTIONS 21'
15' -3
3 SEMONS 1i"
2 SECTIONS ii"
�*SECTIONS
t SECTIONS 21"
7 -SECTIONS 21"
—
4 SECTIONS 21'
7 "X3 "X12 GA.
STEEL PLATE
r► WITH (4) . If 14 X - 3/4"
SELF DRILLING SCREWS
' CENTER STILE ��� .
OUTSIDE HANDLE OPTIONAL VENT
MAXIMUM OPENING AREA
120 SO. IN.
LOCK BAR GUIDES
INSTALLED ON END STILE
• 1 IT x .SW LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
STILES SCHEDULE 'A'
ml �I�Ij �I��j IN
I W,
uwR mu I hti
f'--1" TO III-100
DOOR M%IOTH5 d
uvwm nruli9a
1
CENTER STILES CONFIGURATION
DOOR WIDTHS
OF CENTER STILES
I —0" To f —0
2
f' -1 To 11' -to
2
12' -0' TO 13' -10"
uvwm nruli9a
1
CENTER STILES CONFIGURATION
DOOR WIDTHS
OF CENTER STILES
I —0" To f —0
2
f' -1 To 11' -to
2
12' -0" TO I3' -10"
3
14' -0' TO 16' -10'
4
5' -11` TO 14'-10
i
♦.,,,_OPTIONAL FLUSH FACE f L A
WOOD GRAIN DESIGN ,^
MAX. DOOR WIDTH Lo
INSIDE ELEVATION • �
RAISED PANEL EMBOSSED DOOR r DA= DOOR MODIL 824
MAX. SIZE 16' --2" WIDE X'16'—Op HIGH
DESIGN PRESSURE RATING — + 56.0 PSF
'- 64.0 PSG'
wvr; rrrvlrss
i
®�
DOOR WIDTHS
II
40:11
♦.,,,_OPTIONAL FLUSH FACE f L A
WOOD GRAIN DESIGN ,^
MAX. DOOR WIDTH Lo
INSIDE ELEVATION • �
RAISED PANEL EMBOSSED DOOR r DA= DOOR MODIL 824
MAX. SIZE 16' --2" WIDE X'16'—Op HIGH
DESIGN PRESSURE RATING — + 56.0 PSF
'- 64.0 PSG'
wvr; rrrvlrss
i
®�
DOOR WIDTHS
LOU& NOTES
C
L?
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA
v
�`
WILDING CODE 1914 EDITION FOR DADE COUNTY. ALSO FOR WIND
LOADS AS PER ASCE 7 —ii USING CORRESPONDING LOADS. ✓
7n :11
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
71M71
ANCHOR "EDMENT TO BASE MATERIAL SHALL BE BEYOND WALL.
p
DRESSING OR STUCCO.
:S
3, ALL JOLTS, NUTS AND WASHERS SHALL BE ZINC PuTED. CARBON STEEL. ✓
S
4.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN.
Eva
;
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
DIC RuVtUR FARm llPPWRM AS C04LBNOi WITH THE
FIA 'T j 16557 oe SOUTH FLORIDA BUILDIES CODE
mkve
DATE
lY
Il��l�il�l��
ill
� Mk AIiiISll3�
=
SUILD1NG CODE COMPLIANCE 01 ICE
A
00 -.-18
li
!
•
•
♦.,,,_OPTIONAL FLUSH FACE f L A
WOOD GRAIN DESIGN ,^
MAX. DOOR WIDTH Lo
INSIDE ELEVATION • �
RAISED PANEL EMBOSSED DOOR r DA= DOOR MODIL 824
MAX. SIZE 16' --2" WIDE X'16'—Op HIGH
DESIGN PRESSURE RATING — + 56.0 PSF
'- 64.0 PSG'
wvr; rrrvlrss
i
®�
DOOR WIDTHS
LOU& NOTES
C
L?
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA
v
�`
WILDING CODE 1914 EDITION FOR DADE COUNTY. ALSO FOR WIND
LOADS AS PER ASCE 7 —ii USING CORRESPONDING LOADS. ✓
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR "EDMENT TO BASE MATERIAL SHALL BE BEYOND WALL.
p
DRESSING OR STUCCO.
:S
3, ALL JOLTS, NUTS AND WASHERS SHALL BE ZINC PuTED. CARBON STEEL. ✓
S
4.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN.
;
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
DIC RuVtUR FARm llPPWRM AS C04LBNOi WITH THE
FIA 'T j 16557 oe SOUTH FLORIDA BUILDIES CODE
DATE
lY
3
� Mk AIiiISll3�
dr4wing no.
SUILD1NG CODE COMPLIANCE 01 ICE
ACCEPTANCE IIO.QQ.11P-1.a1
00 -.-18