AWNINGS PERMIT 1972MIAMI SI-ID "ES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work. �..
I l - �
Date...— •-- ...... .._._..._ — —
Owner's Name and Address..R......H..... .hrend, r .......:.:............... No 1 .34 8tre@E N • E. 100th.
Registered Architect and /or Engineer... Joiner' oe Associates
Name and address of licensed contractor..-- Caba,riaral r .— Indus.tx.:ies Inc. d
Location and legal description of lot to be built on: 435 E. 10 Crt. Hialeah;
Lot Block
Street and Number where work is to be done
on.. first .-_'lQor of residence
Disapproved -- Date -
(Signed )
Subdivision
N. E. 100th St.. 1
New Building Remodeling Addition
To be constructed of Kind of foundation
Estimated Total cost of improvements $.-102+.Q0
State work to be done and purpose of building (by floors) 4 Redwood Awning- Shutters to be installed
Repairs No. of Stories
Roof Covering
Amount of Permit
Zone cubage required .Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to Miami Ventilated Awnings
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice
or notices as are required by the Act. The undersigned agrees to employ only such sub ctors on wo r , be perfo y'• under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true. /
Permit No `� f ,' Date 3- %� z Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
Miami Ventilated •
Awnings
and for no other purpose.
to me well known,
Building Inspector // My Commission Expires
,,
PLAN I 1NG BOARD DATE
Chairm Member
Member, Member
Member Member
Council Approv d Date Disapproved Date
NOTE: A cK arge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Boar .
A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
IWMAINLINER
UNITS
WIDTH
' IIMYER11714
--4-PRESTDENT
-1 1% . IETROWING
PROJ.
X BEAM
Y BEAM
ARMST
1 .---
. .
A .1>
METROLI•E
..5
---
PATIO
...
-4-
STORM PANELS
124 GA, STEEL
i
ALUMINUM
_/
ALUMINUM
.._
TYPE
1-- 7
UNITS
WIDTH
SLAT
PROJ.
X BEAM
Y BEAM
ARMST
1 .---
3
A .1>
.5
..5
---
I
—
1 7--57
3
-
, I
_/
., i . --..
-
.._
_1-
_ f_____
___L
!
EXECUTIVE OFFICES AND FACTORY '' .4,7-
HI AL EAH, FLORIDA
TELEPHONE
(305) 885-4672
435 EAST 10th COURT
NAME "fr*//f? " bt
PLOT PLAN
1 - -----FT.
1
li fi R g 1/.(_ —/ v
ADDRESS 7 /?/- /0
1 LOT
BLOK
bUBDIVISIUN
!REDWOOD
ALUMINUM
LEGAL
AWNING SHUTTERS
STYLE
1. Draw outline of house in block and indicate distance to
lot line.
2. Indicate electric service from pole to house.
3. On Patio Installations show location of septic tank and
distance from house.
ADDRESS REPLY TO:
P.O. Box 945
Northwest Branch
Miami, Florida 33147
61.4e
each
WING
FOLDED
LOCI( ON
IMPERIAL PRESIDENT MAINLINER
AWNING CLOSED
SEE HEADER L
ANCHOR NOTE •
HEADER
SEE DETAIL 'Z'
STORM
LOCK L
TYPES '.'.
VA
SCREWS
NIIV
SECTION 'A -A'
L 1 V2 "X I I /2k I/8 "ALUM.
2,* 8 X11/4 SCREWS EA. HINGE
2 "X3" ;71-HINGE
2 -3/16 STL. RIVET
HEADER HINGE DETAIL
HEADER HINGE
IN G OPEN
-.P"-- 3
SPACE .
REDWOOD SLAT
TYP. CAMEL BACK
AWNING OPEN
32 BOLTS
.090 BRACKET 1 /8 - WIDE (OPTIONAL,
WINDOW MULLION .095" MIN.
2-ANCHORS
SEE SCHEDULE
7/8 "0.D UBE
.049 WALL
V4 " BOLT
3/4 "0.9. TUBE
.049 WALL
AMEL BACK, .080"
FOLDED PL.
1 /4 "DIA. PIN
5 "LG FOLDED PLATE
040 " WITH* 8
SCREWS
SUPPORT ARM
1-121 "TO 168
2-189"70 240
OPTIONAL
CAMEL BALK
2^ 10-32 BOLTS
2 AWNINGS ONA
COMMON ARM
I /8"X V2" LG BRACE
STRAP WITH 1/4
BOLT TO I I /2 "L &
I -*8 SCREW TO
3 / 4 " X I I/4" RED ,
TYPE I - NONE.
TYPEII - ONE '
TYPE IQ- TWO
32"
*8X3/4 "SCREW
D64 "STIFFENgR
2-121%70168
3-169 TO 240"
4 * -3/8 DIA.
BOLT
C 3 /4 "X5/8"X.050" SECTION lit -B'
L 3 V2 "X 1 "X I /8 "X 3/4 "LG
2 ANCHORS -SEE SCHEDULE
DETAIL 'Z'
I F V8 " I
SECTION HAT PURLIN 'X'
HEADER ANCHORS AND HINGES SHALL BE
LOCATED AS SHOWN, SEE ANCHOR SCHEDULE
5 . t 27.5 " MAX, I
�A
TYPE I 45 "MAX.
L. TYPE II 84 "MAX.
TYPEIQ 12p MAX.
2,7/8 "GALV. NAILS I7GUAGE E,A. SLAT
REDWOOD SLAT- 2 1/4 .I
NO.eilt2 " W0.
*8 SCREWS ON 7 "C.C. SCREW 1/4
•—
L I I /2 "X 11/2"X V8"
2- 0 -I V4" X 3/4"X .050"
X 2'/2" LG. AT EA. HINGE -"
I I /4 "X 3/4" REDWOOD
3/4" SG. REDWOOD I V2 "X 2" STL. HINGE
*10-24 BOLTS. WITH 4 *8XI
SCREWS
II /4 "X3/4 "REDWOOD
mama
....1.............
1 'I
l
*8XI`
SCREWS ON
8 C.C. EA.
SIDE
21/8"
PLAN OF AWNING
WING FOLDED " -
-TYPE 12 ONLY
.064"
SECTION HAT PURLIN 'Y"
rA
J
STORM
LOCK
L 31 /.2"XI"
X1/8 X3/4"
LG. WITAI
2 *8X1
SCREWS
�I I"
I-ANCHOR
SEE SCHEDULE
*AWNINGS WITH LENGTHS GREATER
THAN 120" SHALL HAVE NOSE AN-
CHOR, L -I "X I "X I/8 "X 10" LG. (2 44"
BOLTS). SEE DETAIL "2 AWNINGS
ON A COMMON ARM
R[HAO rl►l/•
III 72
II 57
PURLIN LOCATIONS SHOWN MAY VARY I..±
ALL AWNING DtMENSI013$ SHOWN ARE MAX. LESSER
DIMENSIONS MAY BE USED.
THE CABANARAMA IND. IMPERIAL PRESIDENT AND
MAINLINER REDWOOD AWNINGS WERE DESIGNED
AND TESTED IN ACCORDANCE WITH THE
METROPOLITAN DADE COUNTY BUILDING AND
ZONING DEPARTMENT POLICY FOR PLANT PRO-
DUCED PREFABRICATED RIGID AWNINGS CANOPIEE
AND CANOPY SHUTTERS DATED OCT. 10, 1960'
BASED ON SO. FLA. BLDG. CODE.
ALUMINUM ALLOY OF AWN ING COMPONENTS
HEADER & NOSE ANGLE 606375
HATPURLIN'X' 3003H14
HATPURLIN'Y' 606376'
WALL ANGLES 6063 75
STORM LOCKS 606375
BRACE STRAP 606375
STIFFENER 3003H14
ARMS,CAMEL BACK & PIN 3003H18
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: -
CABANARAMA INDUSTRIES CERTIFIES THAT THE ALLOY AND
HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS 10
THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR
PERMIT COVERING THIS INSTALLATION. THIS AWNING MUSTS(
CLOSED AND SECURED TO THE WALL DURING A HURRICANE
WARNING OR ALERT.
CONCRETE
.. 24 "
29"
24' . 24" 24"
29" 28
•
24" 1,,, 24" ,-
29r
ANCHOR SCHEDULE
HOLLOW CONC. BLK.
JORDAN *103 ACKERMAN JOHNSON
WITH,/ X11/2 I/4 -20 LONG'
LAG SCREW OR 4WING TOGGLE
SUPER GRIP I/4- SCREW ANcHQR
20X 11/2"- 18.8 S.S. BOLT ASSEMBLIES OR
3/16 ° XI '/4 "DIAMOND DRIVE NAIL
WOOD.
NO. 10- 11/2"LG.
WOOD SCREW
OR I/4 "X11/2
LAG SCREW
,. NO.
MONO 1'0
CABANARAMA INDUSTRIES, INC.
d-ba MIAMI VENTILATED AWNING
435 E. IOth COURT HIALEAH, FLORIDA
SMITH - JOINER & ASSOCIATES
2600 WEST FLAGLC6 • MIAMI. F'LONIDA
C O N S U L T I N G IE N G I N S E •R 6
...1-111 I6.AwI.W.I E. C. IL
CONnAL7OR SHALL WRNIPY wLL •ros S
' AT 6fl• 6t101 gROCNWINO WITH WOKK.
I 'I LI
iZN
POO NO.
8111 W
..oT.a
1OF1
IMPERIAL PRESIDENT MAINLINER
REDWOOD AWNINGS
.
fitMAINLINER
STYLE
_
SLPT
PROJ.j X BEAM
11"IFERTAi1
PRY'S
1METROWING
!PREETDENT
_6
_5
-4-
INETROLINE
---
PATIO
-!
(1 3
1
STORM PANELS
1
_...,.
.24 STEEL
,
,
1 ALUMINUM
—
• ALUMINUM
TYPE
UNITS
WIDTH
.4,
SLPT
PROJ.j X BEAM
Y BEPM
PRY'S
liPIPEIPILAS
- J.5 - 7
_6
_5
---
1 - 5
arAll
(1 3
-.5
-6 - V
L
.-
—
- 4
I
;---
PLOT PLAN
• ...
FT.
,
EXECUTIVE OFFICES AND FACTORY
435 EAST 10th COURT A7i
HI AL EAH, FLORIDA
TELEPHONE (305) 885-4672
t '-; // ///if-
NA ME , , „ f'/ b 1
?4f o
STREET
LEGAL
LOT
BLOCK'
REDWOOD
ALUMINUM
AWNING SHUTTERS
1. Draw outline of house in block and indicate distance to each lot line 2. Indicate electric service from pole to house.
3. On Patio Installations show location of septic tank and
distance from house.
ADDRESS REPLY TO:
P.O. Box 945
Northwest Branch
Miami, Florida 33147
/ ,,-
ADDRESS 1 -i """ /0 Sk
//
SUBDIVISION
WING
FOLDED
STORM
LOCK ON
TYPE-72
HEADER
STORM '1'.
ALL
TYPES'
HEADER HINGE
scams
TYP. CAMEL BACK
AWNING OPEN
IMPERIAL PRESIDENT MAINLINER
AWNING CLOSED
SEE DETAIL'Z'
SEE HEADER L
ANCHOR NOTE . ,.
SECTION 'A -A'
L 1 V2 "X I I/2' ( I/8 "ALUM.
2 ,* 8 X I I/4" SCREWS EA. HINGE
2'X 3" §TL. HINGE
2 -3/16 STL. RIVET
HEADER HINGE DETAIL
F ".
f�i�
WING OPEN
- mr - 3/8
REDWOOD SLAT
8 -32 BOLTS
.090 BRACKET I /8 "WIDE (OPTIONAL'
WINDOW MULLION .055" MIN.
2-ANCHORS
SEE SCHEDULE
7/8 "0.D
.049 WALL
V4" BOLT
3/4 "0.0. TUBE
A49" WALL
AMEL BACK,.080"
FOLDED PL.
I /4 "DIA PIN
111111!::14"4-040IIPI/w t r1
5 "LGFOLDED P LATE
040 WITH *
SCREWS
SUPPOgT ARM
1 -121 TOI68"
2. 189 "T0 240"
OPTIONAL
CAMEL BACK
2- 10 -32
.032"
BOLTS,
COMMON ARM
I /8"X we LG BRACE
STRAP WITH 1/4
BOLT TO I I /2 "L &
I -*8 SCREW TO
3/4 "XI V4 "RED
TYPE I - NONE.
TYPEII - ONE
TYPE M7 TWO
•
2 AWNINGSONA
BOLT
• • '2 ANCHORS - SEE SCHEDULE
DETAIL 'Z'
II/4 "X3/4'REDWOOD
AC/
21/8"
SECTION HAT PURLIN 'X'
HEADER ANCHORS AND HINGES SHALL BE
LOCATED AS SHOWN, SEE ANCHOR SCHEDULE
5• 1 _27.5 "MAX, 1 I-A
TYPE I
TYPE IC
TYPE III
PLAN OF AWNING
*8X3/4 SCREW
A64 "STIFFENgR 2,7/8 "GALV. NAILS 17GUAGE EA. SLAT
2-121" : 2 1/4
3 -169 TO 240" REDWOOD SLAT- I NO.Bi142"w�
* 8 SCREWS ON 7 "C.C. scREw 1/ "
Vi i. 3/8 DIA. .— — ■— .r — -- 41"...61612....466
e.� REIF 9 ∎ MZIwT88∎� ! 4
L II/2.X II/2°X VB"
SCREWS
8 C.C. EA.
SIDE
2 -0 - I Y4" X3/4 "X.050"
X2'/2 "L6. AT EA. HINGE''
1I /4 "X 3/4" REDWOOD
3/4" SG. REDWOOD I V2 "X 2" STL. HINGE
*10-24 BOLTS. WITH4*8X1
SCREWS
.064"
45" MAX.
84 "MAX.
120 MAX.
WING FOLDE
-TYPE 7I ONLY
O
LI �
t � c3 /4 "x5/B"x.o5d SECTION 1 B-B'
L 31/2 "XI "XI /8 "X3/4 "LG
2"
SECTION HAT PURLIN
STORM
LOCK
L 31 /g "X I"
XI /8 X3/4"
LG. WITH
2*8X1
SCREWS
I-ANCHOR l
SEE SCHEDULE
*AWNINGS WITH LENGTHS GREATER
THAN 120" SHALL HAVE NOSE AN-
CHOR, 4-1"X I "X Y8 "X IC" LG. (244"
BOLTS). SEE DETAIL "2 AWNINGS
ON A COMMON ARM
R•EO ♦IfO•
CONCRETE
5 •
24" 24" 4.„ 24"
ID 72 29" r 2
71-57 I
PURLIN LOCATIONS SHOWN MAY VARY I" t
ALL AWNING DIMENSIOIO` SHOWN ARE MAX. LESSER
DIMENSIONS MAY BE USED.
THE CABANARAMA IND. IMPERIAL PRESIDENT AND
MAINLINER REDWOOD AWNINGS WERE DESIGNED
AND TESTED IN ACCORDANCE WITH THE
METROPOLITAN DADE COUNTY BUILDING AND
ZONING DEPARTMENT POLICY FOR PLANT PRO-
DUCED PREFABRICATED RIGID AWNINGS CANOPIEg
AND CANOPY SHUTTERS DATED OCT.50, 1960 -
BASED ON SO. FLA. BLDG. CODE.
ALUMINUM ALLOY OF AWN ING COMPONENTS
HEADER & NOSE ANGLE 6063T5
HATPURLIN'X' 3003H14
HATPURLIN'Y' 606376*
WALL ANGLES 6063 T5
STORM LOCKS 6063 T5
BRACE STRAP 606375
STIFFENER 3003H14
ARMS,CAMEL BACK & PIN 3003H18
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS
CABANARAMA INDUSTRIES CERTIFIES THAT THE ALLOY AND
HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS 10
THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR
PERMIT COVERING THIS INSTALLATION. THIS AWNING MUST 22
CLOSED AND SECURED TO THE WALL DURING A HURRICANE
WARNING OR ALERT.
ANCHOR SCHEDULE
HOLLOW CONC. BL K.
JORDAN.*103" ACKERMAN JOHNSON
WITH I/44X I I/2 I/4 - - 20 ' LONG'
LAG SCREW OR 4WING TOGGLE
SUPER GRIP 1/4 "- SCREW ANCHOR
20X1I /2 -18.8S.S. BOLT ASSEMBLIES OR
3 /16 ° XI l ie DIAMOND DRIVE NAIL
E
l9'Yp
I INEV+°
YTS MO
CABANARAMA INDUSTRIES, INC.
d - b - D MIAMI VENTILATED AWNING
435 E. IOth COURT HIALEAH, FLORIDA
SMITH - JOINER & ASSOCIATES
2800 WE8T FLAGLER • MIAMI. r'LOIIIDA
C O N S U L T I N A I E N G 1 N E E •R $
....Z-N I e.n.. R W I .oN" B. I ea.0 C. II.
CONTRACTOR SMALL YOIIIT ALL OUIOI.IGN.
AT ST. .NONE rNOC..DINC WTI WORM
BIIIW
1 OF 1
WOOD
NO. 10- I t/2 "LG.
WOOD SCREW
OR I/4 "X1I/2"
L AG SCREW
IMPERIAL PRESIDENT MAINLINER
REDWOOD AWNINGS
1