SHUTTERSOwner's Name and Address / 'AY 51PPe'UF /cz- _. No..4 Street ? /0 / 5 T
Registered Architect and /or Engineer ��1/.,7/� 4 ^' 41 "� ' �5'S 6 .• ,,, :•- :,,,,,,,
Name and address of licensed contactor eg vS.T.4 /ES, .�L.. 3S
r� /1 / &tip L/ L) /L. 977 /1-41 /,KGs
Location and legal description of lot toe built on:
Lot.S..a7" 20 L..r.Z. /. Block l/
Street and Number where work is to be done "( / _.!L _..1 / . S
State work to be done and purpose of building (by floors)....._1 A/ST...1 L
MIAMI SHORES 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.
Disapproved Date
(Signed)
Building Inspector
Chairman
Member
Member __....__..._._..._._ .....
Council Approved
NOTE: A charge of $1.00 will be made for making correction
the Planning Board.
A re- inspection fee of $1.00 will be charged
materials and /or workmanship.
Date..
PLANNING BOARD DATE
Member
Member
Member
Date Disapproved
2 ? ..._._ �.._... ,18? 7
GSA _ ./ Lv.
t / o C7 J, e.. E79./1
_..__ and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
o D
Estimated Total cost of improvements $ to F Amount of Permit $. « • .6
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 HMI/ (/ . T /i 1_ /9 kJ u i Al S
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 subcon• : a work t9 .. erformed und this
permit, as are licensed by Miami Shores Village.
Remarks..._ (Signed)..
STATE OF FLORIDA,
COUNTY OF DADE. j ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared —
to me well known,
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.._..--_. ........ _ Date Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
s or changes to this application after approval ha
Date
s been obtained from
when such re- inspection is made necessary by improper notice for inspection or faulty
TYPE
5;
...
SLAT
i
AWNING SHUTTERS
REDWOOD
Y 3:::1
;ALUMINUM
— PIPE4IL1S,
J27
. STYLE
71
MAINLINER
Sy.
"/ '.
iEhIA L
t '
DIETRNTN
.
METROLINE
...__.
PATIO
4
5
STORM PANELS
•
21 GJC, STEEL .
.
A LUMINUM
L LUMINUM
TYPE
UNITS
WIDTH
SLAT
PROJ.
X BEAM
Y 3:::1
ARMS
— PIPE4IL1S,
J27
/
71
-----
Sy.
"/ '.
t '
,.
5
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4-
•
7_1
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• _._ _______
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4
EXECUTIVE OFFICES AND FACTORY
435 EAST 10th COURT " , „
HI AL EAH, FLORIDA & ditOV
TELEPHONE (305) 885-4672
11(
NAME
/WY F/ 0 A iev sr
PLOT. PLAN
. e.ti641 , E
'(4/ Ae" /0/
STREET
1*.
• • •
J9/Y1 .5)4405 ADDRESS REPLY TO:
41 P.O. Box 945
Northwest Branch
Miami, Florida 33147
LEGAL
PT &id Pr: 4 tfi-L
L err 2 4
.SUBDI S • 27e j
1. liraw 0L41.141P of 4040e 141 1 01,00c and indicate distance to each
lot line
A----
2 . Indicate electric service from pole to house.
3. On Patio Installations show location Ofseptic tank and
distance from house.
• r
STORM LOCK
ON TYPE
STORM
LOCK
ALL
TYPES
HEADER
WING
FOLDED
AWNING CLOSED
HEADER ANCHORS AND HINGES SHALL BE
LOCATED AS SHOWN, SEE ANCHOR SCHEDULE
E
O)
X
a
2
in
M
z
f
HEADER HINGE
IlH 1 1 11 uuu1ft lt► .
W NG OPEN
— 3/8 SPACE
ROLLED SLAT
SEE HEADER
ANCHOR --` -
NOTE -
AWNING OPEN
HEADER HINGES
TYPE 72
TYPE -57
5/8" SQ. BUTT JOINT TUB
INSIDE SLAT TYPE IQ -72
SEE DETAIL'Z'
SECTION 'A -A'
L II/ 2 "X 11/2 "XI /8" ALUM.
2 , 3/16" STL. BOLTS EA. HINGE
2 * 4SCREWS EA. SLAT
2 "X3" HINGE
y STL
2-3/16 ° STL RIVETS
HEADER HINGE DETAIL
* 8 SCREWS
TYP. CAMEL BACK
8 BDLTB
.090 BRACKET I
(o'rIo,At)
WINDOW mutt 10M .O 59 - HIM.
2- ANCHOR
SEE SCHEDULE
7/8" O.D. T UBE
.049" WALL
1/4" BOLT
3/4 "O.p TUBE
049' WALL
CAMEL DED PL.
I/4 "DIA. PIN
SMALL AWNING
INSIDE SLATS OVER HINGES
5/8" SQ. BUTT JOINT TUBE
L 3 I/2"X I"X I/8"X 3/4"
TYPE 4I ONLY.
pe
DETAIL
L 3 "XI "X /8"X 3/4"
ING HINGES
PURLIN �l " X I STL WING HINGES
TYPE II-57& SMALLER- 12 "C.C.
ALL OTHER TYPES - 8 "C.C.
10 -32 BOLTS
EA.PURLIN I"
SUPPORT ARM
I -168"
2 - 240
I I /2 "X I I /2 "L
,- OPTIONAL CAMELBACK
�--. .2,10 -32 BOLTS.
O . * 64" STIFF E NER
2- 168 5/8" SQ. BUTT JOINT TUBE
3 - 240"
3/8 "DIAM. BOLT
2 AWNINGS ON A COMMON ARM
WHEN LENGTHS GREATER THAN 120" ARE
REQUIRED A COMMON ARM MAYBE USED
#8 SCREWS
*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.
X1" STL HINGE WITH
4
4 #6 SCREWS "'
WING FOLDED i
L 31/2 "X I "X V8 "X3/4" LG WITH
2 * 8 SCREWS -STORM LOCK
I ANCHOR,SEE SCHEDULE
SECTION'S -B'
5 /8 " SQ. BUTT JOINT TUBE #4 SCREW A. SLAT
SLAT
SLAT
# 8 SCREWS ON 7"
C.C. EACH SIDE
#8 SCREWS ON7"
C.C. EACH SIDE
.032"
V2"
2 V8°
SECTION HAT PURLIN 'X'
# 4 SCREW EA. SLAT
SECTION HAT PURLIN
REVISED E - If •61"
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 6063T5
HAT PURLIN'X' 3003H14
HAT PURLIN'Y 6063 T6`
WALL ANGLES 606375
STORM LOCKS 6063 T5
STIFFENER 3003H14
ARMS,CAMEL BACK& PIN 3003HI8
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGSI
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
HOLLOW CONC.BLK
ACKF JOHNSQN
1/4 -20 'LONG
4WING TOGGLE
SCREW ANCHOR
CONCRETE
JORDANM103
WITH I/4 "XII /2"
LAG SCREW OR
SUPER GRIP 1V4-
20 X I V2 "-18.8 S.S
BOLT ASSEMBLIES
OR 3/16'X 1 /4 - DIAM
DRIVE NAIL
W000
NO. 10 /2" LG.
WOOD SCREW
OR I/4 "XII /2"
LAG SCREW
I5. - Gt1 PJRLIN CHANGE
.R,.EV.
CABANARAMA INDUSTRIES, INC.
d -b-G MIAMI VENTILATED AWNING
435 E. IOth COURT HIALEAH, FLORIDA
SMITH - JOINER & ASSOCIATES
2•00 WEST FLAOLER • MIAMI. FLORIDA
C O N S U L T I N G E N G I N I N I
..1•2-81 1 Mayne Kw, *r" i 1 "—'.• i . volt ma.
00RE*AC*Ow MALL MIME MA. M/Waaaa
a OM MD.OwM .worm"- wedge Iloww 6 111 L,
M AINLINE R
ww- w
1 OF 1
A
TYPE I 45" MAX
TYPE II 84" MAX.
TYPE III 120" MAX
A - IE PLAN OF AWNING
TYPE I- 57
TYPE I - 72
5/8" SQ. BUTT JOINT TUBE .040" WALL 9" C.C. MAX.
CO
N
° a
N
N
01
L CV
p la
inr
TYPE II -57
TYPE II - 72
X
X
m
N
PURLIN - LOCATIONS SHOWN MAY VARY I" +
v
inr
P
o
TYPE IQ -57
TYPE III- 72
Y
5/32"
3/16" _
5/16"
3/16" -'
5/32 "_L
ROOF SLAT
F°-+ -3/16"
I " x{{•.019"