315 NE 95 St (4)•
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Date_
Building Insp or
M0AM10 SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLECATEILJN 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.
Date ..._ ........... _._..... __.._. ........ 9 ,19.7..
Owner's Name and Address.. . Vt UL ! . G e,Y as , .,.. , a razz ..,..Y. No.... &tit , F 5 i
Registered Architect and /or Engineer 7'1 (.7// /r--/6W c , rs n C
Name and address of licensed contractor C � �s l l F/ % tU D �/s /ei/ S L tip"
Location and legal description of lot to be built on:
n i� f �uJ.v , rid 5
Lot,/ 2 2 6 i P 2 dl.1 1Block Subdivision /9 /' / S /r'G'
Street and Number where work is to be done � ti ' 7
State work to be done and purpose of building (by floors) -/ ti 'S / L- 6
./9•V/1// C 57-(
Date
PLANNING BOARD DATE
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation - Roof Covering
ao
Estimated Total cost of improvements 6 ` 0 'a
P $ � f�mount 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 / ' / 4 / 7 / 1 /vi /t of 7 /D ,74, mot/ /-c/ t
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 public notice
or notices as are required by the Act. The undersigned agrees to employ only such subfenjracto on wor3 J performed ender this
permit, as are licensed by Miami Shores Village.
Remarks (Signed).
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 q S -('
Disapproved
(Signed)
Read, Sworn to and Subscribed before me.
to me well known,
Notary Public, State of Florida
My Commission Expires
Chairman Member
Member Member
Member Member
Council Approv,:1 Date Disapproved Date
NOTE: A c;,a:ge 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 inspuctio'i fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /o: v: orkmanship.
TYPE
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UNITS
. _�
WIDTH
SL /T
P
fir' L-•
X BEN
/
Y BEAM
ARMS
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la PIPE PILLS.
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- 614 -
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EXECUTIVE OFFICES AND FACTORY
435 EAST 10th COURT / r U 9 ;2p
HIALEAH, FLORIDA O
TELEPHONE (305) 885 -4672
NAME e � D f
PLOT PLAN
STREET
brzN
LEGAL
BLOCK ( / (
SUSll1VISI / / /4
ADDRESS s// (
REDWOOD
ALUMINUM
•
STYLE
MLINLINER
PRESIDENT
METROWING
METROLINE
PLTI0
STORM PANELS
24 GA. STEEL
ALUMINUM
ALUMINUM
1. ?)raw outline of house in block and indicate distance to each
lot line.
2. Indicate electric service from pole to house.
AWNING SHUTTERS
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
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 50051134
BUTT JOINT TUBE OR RAIL 50051134
HEADER & NOSE ANGLE 606375
HAT PURLIN'X' 3003H14
HAT PURLIN'Y' 6063T6
WALL ANGLES 606375
STORM LOCKS 6063 T5
STIFFENER 3003H14
ARMS,CAMEL BACK PIN 3003HI8
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS*
THE CABANARAIW 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. THIS
AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A
HURRICANE WARNING OR ALERT.
ANCHOR SCHEDULE
CONCRETE
JORDAN *103
WITH I /4 "XI I/2"
LAG SCREW OR
SUPER GRIP I V4 "-
20 X 11/2 " -18.8 S.S
BOLT ASSEMBLIES
HOLLOW CONC.BLK.
ACKERMANJOHNSQN
1/4 -20 'LONG
4 WING TOGGLE
SCREW ANCHOR
OR 3/16 X I I/4 "DIA M
DRIVE NAIL
WOOD
NO. 10- II/2 LG.
WOOD SCREW
OR I /4 "XII /2
LAG SCREW
ISINJID
n1 1
1, -01 PJLiLIN cRA1.6E
I sow, .
CABANARAMA INDUSTRIES, INC.
db -G MIAMI VENTILATED AWNING
435 E. 10th COURT HIALEAH, FLORIDA
SMITH - JOINER & ASSOCIATES
2•00 WEST FLAOLER • MIAMI. FLORIDA
C O N S U L T I N O E N O I N 3 E R•
I •••+r.H. I' " 2. 1 •
00RERAC1OR MALL VorrV ALL OM M ISIIM
p arra moms "wocmuse .11N wow. .8111 L,
OMER
1 OF 1
M AINLtNER
STORM LOCK WING
ON TYPE -72
STORM —
LOCK
TYPES
HEADER
FOLDED
AWNING CLOSED
SEE HEADER.
ANCHOR --
NOTE
HEADER HINGE
Piii IiIii i OPEN
3/8 SPACE
ROLLED SLAT
AWNING OPEN
HEADER HINGES
TYPE 72
SEE DETAIL'Z'
SECTION 'A -A'
HEADER ANCHORS AND HINGES SHALL BE
LOCATED AS SHOWN, SEE ANCHOR SCHEDULE
TYPE -57
SMALL AWNING
INSIDE SLATS OVER HINGES
5/8" SQ. BUTT JOINT TUBE'
INSIDE SLAT TYPE III -72
Lit/2"X II/2"X I/8" ALUM.
2,3/16" STL. BOLTS EA. HINGE
2 * 4SCREWS EA. S
` r
s
2 "X 3" HINGE
ST L
2 -3/16 "STL RIVETS
HEADER HINGE DETAIL
TYPE I 45 MAX"
TYPE II 84" MAX,
TYPE DI 120" MAX.
PLAN OF AWNING
e 8 SCREWS
TY.P. CAMEL BACK
8. 9E BOLTS
.090 BRACKET 1 - WIDE
(oonouu)
WINDOW 2- NANCHOuLIION ,053 -R MIN.
SEE SCHEDULE
7 /8 "O.D.TUBE I_
.049" WALL
1/4" BOLT
3/4 "O.P TUBE
.049 WALL
CAFOE LDED PLO80"
I/4 " DIA. PIN
10 - 32 B
E r
I A
5/8" SQ. BUTT JOINT TUBE
L 3 I /2 "X I "X I/8'X 3/4
TYPE III ONLY. /
Ippoo
r .,....,.., ,,.
DETAIL 'Z'
I I /2 ° X 1 I /2 "L
J
*8 SCREWS
L 3"X I I/8"X 3/4"
1 ° X I "STL WING HINGES
TYPE 11 SMALLER- 12 "C.C.
ALL OTHER TYPES- 8 "C.C.
OPTIONAL CAMELBACK
�-- n2,10 -32 BOLTS.
TYPE I - 57
SLAT
5/8" SQ. BUTT JOINT TUBE .040" WALL 9" C.C. MAX.
01
N
a
N
0
N
of
TYPE I -72 TYPE II
< ,� . STIFFENER
2- 168 5/8 "SQ. BUTT JOINT TUBE
3-240"
SUPPORI SLAT 1 4.ia + 3/8"DIAM. BOLT SLAT
*8 SCREWS ON 7"
ARM
1- 168 1 ; ' C.C. EACH SIDE 064
2-240" I* „,+
2 AWNINGS ON A COMMON ARM
WHEN LENGTHS GREATER THAN 120" ARE
REQUIRED A COMMON ARM MAYBE USED
X
X
TYPE 11-57 TYPE DI - 57
PURLIN LOCATIONS SHOWN MAY VARY 1 "'-
*4 SCREW EA. SLAT
* 8 SCREWS ON 7 "C.C.
SECTION -B'
m
N
N
5 /8 "SQ.BUT JOINT
TUBE .040 ALUM.
I "XI "STL HINGE WITH c
4*6 SCREWS
WING FOLDED - f
L 31/2 "X I "X I /8 "X 3/4 LG WITH
208 SCREWS-STORM LOCK
1 ANCHOR,SEE SCHEDULE
5 /8 " SQ. BUTT JOINT TUBE *4SCREW A. SLAT
88SCREWS 0 7"
C.C. EACH SIDE
.032"
V2"
11
SECTION HAT PURLIN 'X'
0
N
h
ham
SECTION HAT PURLIN 'Y'
TYPE DI- 72
2 1/8"
M4 SCREW EA. SLAT
REVISED 8
-Y
Y
5/32"
3/16"
I " �I
5/16"
3/16"
5/32" _
ROOF SLAT
F r 3/16
.019"
in