551 NE 93 St (7)Application is hereby wade 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.
y 7./ Date..._..--- • --- ,
Owner's Name and Address Herbert H. Tymeson — No....__ Stree _ 93
- St. -.
Registered Architect and /or fyngincer...Smi.th -.Iai ex.. &.. ..S.Q�iates
Name and address of licensed contractor Cabanarama Industrie4 Inc. d /b /a Miami Ventilated Awnings
P:"O. Box 47 "N;' t - Br: 'Miami, F1fi. 3•3t4?
Location and legal description of lot to be built on:
Lot 18 & 19 Block 56 Subdivision Miami Shores Sec. 2
Street and Number where work is to be done N. E. 93 Street #551
State work to be done and purpose of building (by floors)._.._ Private Residence: 1 Story. Install (2)
Aluminum Mainliner Style Awning- Shutters.
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ 440. 00 Amount of Permit S. 5. 00 Check Attached. )
Zone cubage required _._.._.._plan Cubage
Distance to next nearest building Size of Building Lot 100 x 128
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 P. O. Box 470945 N. W. Br. Miami, Fla. 33147
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 hint
in the work to be performed under this permit; and will post or cause to be posted for inspe ion on the site of t work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such su• • a• or . on work er performed under this
pernit, as are licensed by Miami Shores Village.
Remarks (Signed) / c
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 de and says that he is the.
of the above described construction, that he has car ully read tltoregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
�J f(� � 3
Permit No._ —_. -��."�' __ Date Read, Sworn to and Subscribed before me.
Disapproved Y .
f
(Signed) ...
Building Inspector
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Chairman
Member
Member ......
Council Approved
Date
N1NC BOARD _.._......DATE
Notary Public, State of Florida
My Commission Expires
to me well known,
Member
Member
Member ...._ _.__......_.. _.._
Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-inspection fee of $1.00 will be charged when such re - inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
.
AWNING SHUTTERS
4
REDWOOD
ALUMINUM
PROJ.
1 - --
STYLE
-,
MLINLINER
LRMS
11
PRESIDENT
METROWING
446,
METROLINE
PATIO
f
STORM PLNELS
..
AGA. STEEL
ALUMINUM
.
/
LLUMINUM
TYPE
UNITS
WIDTH
SLIT
PROJ.
X BEAM
/
Y BELM
LRMS
li PIPE PILLS.
(3' 4f.
446,
-4‘2,---
3 7
f
/3 e
..
...cz
---i
.
/
/
__ ...
---
.... ____
----
H
1
EXECUTIVE OFFICES AND FACTORY
435 EAST 10th COURT
11,a2 - P
HI AL EAH, FLORIDA
TELEPHONE (305) 885-4672
NAME
1 ,
FT.
PLOT pLAN
_/:(tinlY ADDRESS 5 51
5T/ /,&, 13157;
STREET
2. Indicate electric service from pole to house.
IAA/ nfri REPLY TO:
P.O. Box 945
Northwest Branch
Miami, Florida 33147
LEGAL
h3E 451 i
SUBDiVISION "WV VW1 --Tr/'
1
1. Draw outline of house in block and indicate distance to
lot line.
3. On Patio Installations show location of septic tank and
distance from house.
each
ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES
MAY BE USED.
THE CABANARAMA IND. MAINLINER AWNING WAS DE-
SIGNED AND TESTED IN ACCORDANCE WITH THE
METROPOLITAN DADE COUNTY BUILDING AND
ZONING DEPARTMENT POLICY FOR PLANT PRO-
DUCED PREFABRICATED RIGID AWNINGS, CANOPIES
AND CANOPY SHUTTERS, DATED OCT. 10, 1960.
BASED ON SO. FLA. BLDG. CODE.
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF SLATS 5005H34
BUTT JOINT TUBE OR RAIL 5005H34
HEADER 8 NOSE ANGLE 6063T5
HAT PURLIN'X' 3003H14
HAT PURLIN 'Y' 6063 T6`
WALL ANGLES 606375
STORM LOCKS 6063T5
STIFFENER 3003H14
ARMS,CAMEL BACK 8 PIN 3003HI8
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGSI
THE CABANARAMA INDUSTRIES INC. CERTIFIES THAT THE
ALLOT AND HEAT TREATMENT 0�' ALL METAL IN THIS PRODUCT
CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS
SUBMITTED POE PERMIT COVERING THIS- INSTALLATION. THI8
AWNING MUST BE CLOSED AND SECURED TO THE WALL DURUM A
HURRICANE WARNING OR ALERT.
ANCHOR SCHEDULE
CONCRETE
JORDAN*103
WITH I/4' XII /2"
LAG SCREW OR
SUPER GRIP 1V4-
20 X I V2 "-18.8 S.S.
BOLT ASSEMBLIES
HOLLOW CONC.BLK.
ACKE,RMAN JOHNSON
1/4 -20 'LONG
4WING TOGGLE
SCREW ANCHOR
OR 3/16'X 1 I/4" DIAM
DRIVE NAIL
WOOD
N0. 10-11/2 LG.
WOOD SCREW
OR I/4 "XII /2"
LAG SCREW
MOW VD A 1B -41 PJRLIN CHANGE
I
CABANARAMA INDUSTRIES, INC.
d-ba MIAMI VENTILATED AWNING
435 E. IOth COURT HIALEAH, FLORIDA
SMITH - JOINER & ASSOCIATES
RI/00 WELT FLAOLEN • MIAMI. FLORIDA
C O N S U L T I N G E N O I N E E N•
I w —f.r. I.A I. I &It• ( AAao
OOwfl1ACIOO NOALL VW ALL SAMININDIVO
m
mow swam ..oem,I. swim wo.. 8111 Q
1 OF 1
STORM LOCK
ON TYPE-72
STORM
LOCK
ALL
TYPES
WING
FOLDED
AWNING CLOSED
SEE HEADER
ANCHOR -- - --
NOT E
HEADER HINGE
W NG OPEN
3/8" SPACE
ROLLED SLAT
AWNING OPEN
HEADER HINGES
TYPE 72
27,5 "MAX,
SEE DETAIL'Z'
SECTION 'A -A'
2 "X 3" HINGE
STL
2 -3/16 "STL RIVETS
HEADER HINGE DETAIL
HEADER ANCHORS AND HINGES SHALL BE
LOCATED AS SHOWN, SEE ANCHOR SCHEDULE
TYPE I
TYPE II
TYPE IQ
TYPE -57
SMALL AWNING
INSIDE SLATS OVER HINGES
5/8" SQ. BUTT JOINT TUB
INSIDE SLAT TYPE III -72
L 1 I /2 "X 1 I/2 "X I/8" ALUM.
2 , 3/16" STL. BOLTS EA.
2* 4SCREWS EA
PLAN OF AWNING
• 8 SCREWS
TVA. CAMEL BACK
8 31 BOLTS
.090 BRACKET I "WIDE
(oonowM.)
WINDOW MULLION ,OSS - HIM.
2- ANCHOR
SEE SCHEDULE �.
7 /8 "0.D.TUBE ;__
.049" WALL
I/4" BOLT
3/4 "0.P TUBE
.049 WALL
CAMEL FDED PL080 °
1/4" DIA. PIN
HINGE
.SLAT
rA
45" MAX.
84" MAX.
120" MAX
10 -32 BOLTS
EA.PURLIN 1"
I-A
1
DETAIL 'Z'
5/8" SQ. BUTT JOINT TUBE
L 31/2 "XI "XI /8 "X3/4"
TYPE 4I ONLY.
L 3 "XI "XI /8"X3/4"
1 "X I" STL WING HINGES
TYPE II-57B SMALLER- 12 "C.C.
ALL OTHER TYPES- 8 "C.C.
I /2 "X 1 I /2 "L *8SCREWS 0 7"
C.C. EACH SIDE
,- OPTIONAL CAMELBACK
�- --.
n2,10-32 BOLTS.
TYPE I-57
TYPE I -72
#8 SCREWS
m
N
C
N
"v
N
PURLIN - LOCATIONS SHOWN MAY VARY I"
5 /8 " SQ. BUTT JOINT TUBE
SLAT
j-1 164 " STIFFENER
2- 168 5/8" SQ BUTT JOINT TUBE
II 3 - 240" --
CD)
7 II, r ,
SUPPORS ARM
1 -168 1
2-240" „)
2 AWNINGS ON A COMMON ARM
WHEN LENGTHS GREATER THAN 120 "ARE
REQUIRED A COMMON ARM MAYBE USED
SLAT
N8 SCREWS ON7"
C.C. EACH SIDE
5/8" SQ. BUTT JOINT TUBE .040" WALL 9" C.C. MAX.
*4 SCREW EA. SLAT
* 8 SCREWS ON 7 "C.C.
5 /8 "SQ.BUTT JOINT
TUBE .040 ALUM.
IN
4 STL HINGE WITH
4N6 SCREWS
WING FOLDED
L 31/2 "X I "X V8 "X3/4" LG WITH
2 * 8 SCREWS -STORM LOCK
I ANCHOR, SEE SCHEDULE
.032"
V2"
SECTION HAT PURLIN 'X'
.064"
m
N
N
p b
TYPE II-57
TYPE II -72
X
X
SECTION' B -B'
*4SCREW A. SLAT
2 V8"
*4 SCREW EA. SLAT
SECTION HAT PURLIN 1
P
TYPE III- 57
TYPE III - 72
MEVISEO 41I•AT"
Y
5/32" T
3/16"
1"
Y 5/16"
3/16"
5/32"
ROOF SLAT
F- 3/16"
T
.0I9"
m
'AZIMUUL
UNITS
ALUMINUM
SL/T
4c./__
PROJ.
-5
d 1
STYLE
Y BELM
....--
MLINLINER
li PIPEIPILLS,
—
IFTER1AL
/
ei
PRESIDENT
-5 --)
METROWING
f 3 ei
IMETROLINE
_Clit
PATIO
l
_
STORM PANELS
--i
h cir cm-crurr_
TYPE
UNITS
WIDTH
SL/T
4c./__
PROJ.
-5
X BEAM
/
Y BELM
....--
fRMS
1
li PIPEIPILLS,
—
Tr S 7
/
ei
.----
-5 --)
f
f 3 ei
-
_Clit
/
l
__°-_-
-
+
-
EXECUTIVE OFFICES AND FAfTORY
435 EAST 10th COURT
HIALEAH, FLORIDA /00
TELEPHONE (305) 885-4672
/ 1?
NAME
,
•FT.
PLOT PLAN
STREET
1'
0
a l;
LEGAL
L BLOCK
SUBDIVISIOB /
__ADDRESS ';
/ Mfr: 1 5144; ADDRESS REPLY TO:
P.O. Box 945
Northwest Branch
Miami, Florida 33147
AWNING SHUTTERS
ALUMINUM
ALUMINUM
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.
STORM LOCK
ON TYPE-72
STORM
LOCK
ALL
TYPES
HEADER
WING
FOLDED
AWNING CLOSED
SEE HEADER -
ANCHOR --
NOT E
HEADER HINGE
r
n
W
0.
1-
W NG OPEN
3/8 SPACE
ROLLED SLAT
AWNING OPEN
HEADER HINGES
TYPE 72
HEADER ANCHORS AND HINGES SHALL BE
LOCATED AS SHOWN, SEE ANCHOR SCHEDULE
5 "� 27.5 "MAX. I
E
TYPE -57
SMALL AWNING
5/8" SQ. BUTT JOINT TUB
INSIDE SLAT TYPE ]1 -72
SEE DETAILZ'
SECTION 'A -A'
L I I/2 "XI /2 "X I/8" ALUM.
2 , 3/16" STL. BOLTS EA. HINGE
2 * 4SCREWS EA. SLAT
L •
2 "X 3" HINGE
STL
2 -3/16 "STL RIVETS
HEADER HINGE DETAIL
TYPE I 45" MAX.
TYPE 11 84" MAX.
TYPE HI 120" MAX.
PLAN OF AWNING
ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES
MAY BE USED.
THE CABANARAMA IND. MAINLINER AWNING WAS DE-
SIGNED AND TESTED IN ACCORDANCE WITH THE
METROPOLITAN DADE COUNTY BUILDING AND
ZONING DEPARTMENT POLICY FOR PLANT PRO-
DUCED PREFABRICATED RIGID AWNINGS, CANOPIES
AND CANOPY SHUTTERS, DATED OCT. 10, 1960.
BASED ON SO. FLA. BLDG. CODE.
ALUMINUM ALLOYOF AWNING COMPONENTS
ROOF SLATS 5005H34
BUTT JOINT TUBE OR RAIL 5005H34
HEADER & NOSE ANGLE 6063T5
HAT PURLIN'X' 3003H14
HAT PURLIN . Y . 6063 T6"
WALL ANGLES 606375
STORM LOCKS 6063 T5
STIFFENER 3003H14
ARMS,CAMEL BACK & PIN 3003H18
THE FOLLOWING LABEL SEALL BE ATTACHED TO ALL AWNINGS:
THE CABANARAMA INDUSTRIES INC. CERTIFIES THAT THE
ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT
CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS
SUBMITTED FOR PERMIT COVERING THIS- INSTALLATION. THI8
AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A
HURRICANE WARNING OR ALERT.
ANCHOR SCHEDULE
CONCRETE
JORDANM103
WITH I/4 "XII /2"
LAG SCREW OR
SUPER GRIP IV4-
20 X 11/2" -18.8 S.S
BOLT ASSEMBLIES
HOLLOW CONC.BLK.
A CKE,RMAN JOHNSON
1/4 -20 'LONG
4WING TOGGLE
SCREW ANCHOR
OR 3/16'X 1 V4 - DIAM.
DRIVE NAIL
WOOD
N0. 10- I1/2" LG.
WOOD SCREW
OR I/4 "XII /2"
LAG SCREW
CABANARAMA INDUSTRIES, INC. 9,,
d-b-a MIAMI VENTILATED AWNING
I
I OATS 1 .R....
PORLIN CHANGE
435 E. 10th COURT HIALEAH, FLORIDA
SMITH - JOINER & ASSOCIATES
E•00 WEST FLAOLER • MIAMI. FLORIDA
C O N S U L T I N G E N G I N
1 OF 1
"""9 -91 1 apowwie . w 1w a. 1 wawa .• j ..ar
SSIEIRACISEI SR"aL DMA MA SRIDISIO,M
err E room ,.,rmole RTIR woes. 8111
MAINLUNER
1 8 SCREWS
TY.P CAMEL BACK
8.32 BOLTS
.090 BRACKET IiB WIVE
(ornONAI)
WINDOW MULLION .05E
2- ANCHOR
SEE SCHEDULE
7 /8 "0.D.TUBE
.049" WALL
I/4" BOLT
3/4 "0.p TUBE
.049 WALL
CAMEL FDED p1.
1 /4 "DIA. PIN
INSIDE SLATS OVER HINGES
rA
13
I 5/8" SO. BUTT JOINT TUBE
L 3 I /2 "X I "X I/85( 3/4"
TYPE 111 ONLY.
" F r adi —j‘
L 3"X I"X I/8"X 3/4"
DETAIL 'Z'
ING HINGES
PURLIN X I" STL WING HINGES
` TYPE U SMALLER-12%C
TAIrr I I /2 "X I I /2 "L
10 -32 BOLTS
EA.PURLIN I"
SUPPORT ARM
I -168„
2-240
,-OPTIONAL CAMELBACK
`.--.
n2,10-32 BOLTS.
I
2 AWNINGS ON A COMMON ARM
WHEN LENGTHS GREATER THAN 120" ARE
REQUIRED A COMMON ARM MAYBE USED
TYPE I-57
TYPE I -72
88 SCREWS
5/8" SO. BUTT JOINT TUBE .040" WALL 9" C.C. MAX.
SLAT
MBSCREWS 0 7
C.C. EACH SIDE
m
N
"v
N
N
i
N
Li 1.1
TYPE 11-57
TYPE II - 72
PURLIN - LOCATIONS SHOWN MAY VARY I" t.
*4 SCREW EA. SLAT
* 8 SCREWS ON 7 "C.C.
L I I /2 "X II /2 "X I/8" ALUM.
5/8 "SQ.BUTT JOINT
TUBE .040 ALUM.
X I" STL HINGE WITH
4
4116 SCREWS
WING FOLDED
L 31/2 "X I "X I/8"X3/4" LG WITH
2* 8 SCREWS -STORM LOCK
I ANCHOR,SEE SCHEDULE
SECTION' B -B'
5 /8 "SO.BUTT JOINT TUBE *4 SCREW
A`1'HI ii
.064
.032"
V2"
.'64" STIFFENER
2- 168 5/8 "S0. BUTT JOINT TUBE
3 -240"
- 3/8 "DIAM. BOLT SLAT
*8 SCREWS ON 7"
C.C. EACH SIDE
X
X
2 V8"
40-.4
SECTION HAT PURLIN 'X'
*4 SCREW EA. SLAT
Fes? ='I
SECTION HAT PUR IN 'Y"
TYPE III -57
TYPE III- 72
A. SLAT
REVISED e- 1R -57"
—Y
Y
5/32"
3/16"
1" -{{x.019"
5/16"
3/16
5/32" y
ROOF SLAT
es+ -3/16"
1 -
io