930 NE 96 St (7)Street and Number where work is to be done 7? .
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.
Date ,5-- Z G - , 19_Z
Owner's Name and Address . /X l' tl C((.5i / Al Nob Streetfl✓F 9,6 f27
Registered Architect and /or Engineer._.( -/ 1 _____ fJ1 z_rz_t_¢__..f___ ..,gSs ¢_C.. /Or & -.
Name and address of licensed �contractor_.( , R-Q/s3/�' Q�,,e yrl �, A ie B 67-S 2 �C_ .
Location and legal description of lotto be built oil:
Lot �� � r ��‘� ���`� �
Lot Block Subdivision
State work to be done and purpose of building (by floors) __. ii£.S_77:: &L AYS ez.e"- :. ? 7 / . /_ 47{/1 _%
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 $ 2 7I 4 4. e? .�
P Amount of Permit $ s�
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_�r °'.e;; e`c ' e 1 ' �s s� fr /t9 C- 9 : /be? , 02 A9 A f
The undersigned applicant for this building pennit 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 subcontr tors, on work to be performed 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 r -2_7 gate -2- Read, Sworn to and Subscribed before me.
C/- is
Disapproved _Date
( Signed) Building nspector , My Commission Expires
PLANN BOARD DATE
Chairman / Member
Member Member
Member ...._ .. Member
Council Approved Disapproved Date
Date
Notary Public, State of Florida
to me well known,
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.
4i
NAME: �A /GXy5c,'• ADDRESS:,50 p i �,✓�°o���'
PLOT PLAN
LEGAL
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.
gp°FT.
LOT
F
f
64
_
BLOCK
SUBDIVISION
X6
AWNING SHUTTERS
REDWOOD
•
i
J ALUMINUM
%I-
Q t o
STYLE
00
1 t"
t
MAINLINER
4 v•/,
IMPERIAL
PRESIDENT
. /Z 7
,e,z,40
METROWING
METROLINE
PATIO
STORM PANELS
S�
7
GA, STEEL
,'iO ALUMINUM
ALUMINUM
yde / < / .
STREET
TYPE
UNITS
WIDTH
SLAT
PROJ.
X BEAM
Y BEAM
ARMS
12PIPE
PILAS.
/
A a
.)
a i
A./1.k) r
.;,
,,
7 - / �I 1
=2— (- Ei.
P v"
6 v
7 Z
• & V-
• 6
3 d ! if-;/.1-'7
/ .
D d4 /1 -
A "7 o � . n ;
> (lam J�
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' J / ,
h� 2. %
/
T -
4i
NAME: �A /GXy5c,'• ADDRESS:,50 p i �,✓�°o���'
PLOT PLAN
LEGAL
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.
41
L_.
-I
RIB
HEADER ANCHORS L BE LOCATED AS SHOWN;
I4'MAX (Z
L
466" 1
PLAN
SECTION'S
TYPE -I AWNING
1 ANCHOR-SEE SCHEDULE
STORM LO CK ANCHOR ANGLE
-r --L
S ORM LOCK DETAIL
SIMILAR FOR ITEM 'H'
44_' - -
B -I
56"
68
L 3 1/2" X 2 1/2 "X.090
X 11/4" LONG. 2-10-32
BOLTS.
8-2
N _ 44"
C -1
66"
C -2
C -3
DETAILS
B -.3
L
a
N
4J 68" 71
` 1
WINDOW MULLION ' ,j 1-
055 "MIN.
8-32 BOLTS
1 -EA. SLAT
4I "MAX _4 41" MAX
VARIES
I
SECTION `u-ir
TYPE II- AWNING
c /''050 ALUM.
EXTRUSIONS
3 /4 "DIA.
VARIES-,
0 8 SCREWS
8 -32 BOLTS
-1YP. CAMEL BACK
PLAN
STRAP HINGE _
7/8 SO.TU BE-
1/4" PIN
CAMEL BACK DETAIL
3.064"
o.
W
0
a.
/`.4" rYP
�Li�L� VLi`
5/8" S0.,.040" WALL
44
56" _
68"
SECTION Y - Y'
CAMEL BACK,.080"
FOLDED PLATE
15 "MAX
30"
-
M 8 S.M. SCREW
2 ANCHORS
EA. CAMEL
BACK. SEE
SCHEDULE.
I /4 "m BOLTS
NO. 8 SHEET METAL SCREWS EA. SLAT:
ROLLED
5/8" SO, TUBE
7 /8 "SO.TUBE
.032" WALL
10.32 BOLTS
-3/8" m STL BOLTS
IBS° 4 300° y Sri 1
t.i r_51
I 1
ALUM. ALLOY
5005 H34
.090 "BRACKET I WIDE
(OPTIONAL) ROOF SLAT DETAIL OF ROLLED RO
ALTERN C BACK
C
_ 30" +_ _ 3 0 7_ __ 30
120 " - -
PLAN
SECTION "111 -111'
TYPE-III AWNING
1
°- -� `.090" PLATE
7/8 "0.D TUBE
.049" WALL
1
WING FOLDED
1" WIDE STRAP HINGE
HEADER HINGE
PURLIN 2 "LG.AT ENDS OF INTERIOR RIBS
1,10 -32 BOLT
HO L- 1"XI"XI /8 "LONG -
2.1/4 " -20 BOLTS. USE
WITH TYPE '8' RIBS
7 SECTION'Z -Z'
ANCHOR L- 5" X 21,4E X .090"
X II¢" LONG
SECTION 'X— X'
WINO
FOLDED 2
I TERIOR RIB
c HEADER
STORM LOCKS
2 PURLIN, 2. 10 -32
BOLTS WITH CAMEL
BACK.
WING
1 -22 -63
REVISED Co-
PROJECTION 44
A B I C D :E
- B -I - 32122 -
PROJECTION 56
A B C D E I F
- 1 B -2{ - } _40 26 -
PRO 68
A - B3 1.0 48 3 3 O N
PROJECTION 44"
A B-I -1 32122 F O I N
•
-
PROJECTION 44" LENGTH 46 TYPE -I
A I - B IC ID E jF 0 01 REMARKS
--;- - - - - SEE NOTES_
PROJECTION 56" LENOTH_46" TYPE- I
_A 8 C D E F 0 I H r REMARKS
PROJEC 68" LENGTH 46" TYPE - I _
A 8 C D, E; F 0 H REMARKS
SEE NOTES
LENGTH VARIES TYPE - II
F + 0 N REMARKS
x t USE * *SEE NOTES
LENGTH VARIES TYPE -II
O H I REMARKS _
•
• ' USE: ** SEE NOTES _
LENGTH VARIES TYPE -II
REMARKS
r t - ( USE **SEE NOTES
LENGTH 120 "* TYPE III
REMARKS
* USEI ** SEE NOTES
PROJECTION 56 LENGTH 120 "* TYPE -III
REMARKS
- 88 2140126 { - ; f ,USE /1 1
$1-4. NOTES
PROJECTION 68 LEN 120'�k TYPE -DI
O H I REMARKS
� i
AWNING SIZES SHOWN HERE - ARE MAX. LESSER 812E8 MAY BE USED
AWNINGS SHOWN HERE WERE DESIGNED AND TESTED IN ACCORDANCE
WITH THE METROPOLITAN DADE COUNTY BUILDING& ZONING DEPT POLICY
FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS,CANOPIES AND CA-
NOPY SHUTTERS, DATED OCT. 10,1980, BASE ON 80. FLA. BLDG CODE.
*AWNINGS WITH LENGTHS GREATER THAN 48" SHALL HAVE INTERIOR
RIBS AND ARMS AS SHOWN.
B 3�C - 3� 48 33 - t USE, **SEE NOTES
AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND
DIMENSIONS.
ALUM ALLOYS OF AWNING COMPONENTS
ROOF SLATS 5000.0134
RIBS 0-1,C-1 _ _ _. 4003.0114 .060"
ARMS, CAMEL BACKS B PINS_ 3003 411
PURLINS _ _ - -- 3003 - 14E8
RIBS B -2.3, C -2 -3. __- 6052 - H36 063"
CONCRETE
3/16 X I'/4"
DIAMOND
HAMMER DRIVE
NAILS
3920 N.W. 27 STREET
GO N S U L T I N G
DATE
I -81
DRAWN
DT
ANCHOR SCHEDULE
HOLLOW CONC.BLK.
ACKERMAN JOHNSON
I/4" -20' LONG
4 WINO TOGGLE
SCREW ANCHOR
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS:
NU VUE AWNING CO CERTIFIES THAT THE ALLOY AND HEATTREATMEN
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.
METROWING AWNING
NU - VUE INDUSTRIES, INC.
1053 EAST 29TH STREET
HIALEAH FLORIDA
CARR SMITH &
DESIGN CHECK
N R 06
SEE NOTES
WOOD
NO. 10- II/2 "LG.
WOOD SCREW
ASSOCIATES
MIAMI, FLORIDA
E N G I N E E R S
FILL N0. SHEET NO.
PROJECTION
I :I - - =-
rl I a v - - -
I
!
,
i
I
I? Tr'= lH I I
41
L_.
-I
RIB
HEADER ANCHORS L BE LOCATED AS SHOWN;
I4'MAX (Z
L
466" 1
PLAN
SECTION'S
TYPE -I AWNING
1 ANCHOR-SEE SCHEDULE
STORM LO CK ANCHOR ANGLE
-r --L
S ORM LOCK DETAIL
SIMILAR FOR ITEM 'H'
44_' - -
B -I
56"
68
L 3 1/2" X 2 1/2 "X.090
X 11/4" LONG. 2-10-32
BOLTS.
8-2
N _ 44"
C -1
66"
C -2
C -3
DETAILS
B -.3
L
a
N
4J 68" 71
` 1
WINDOW MULLION ' ,j 1-
055 "MIN.
8-32 BOLTS
1 -EA. SLAT
4I "MAX _4 41" MAX
VARIES
I
SECTION `u-ir
TYPE II- AWNING
c /''050 ALUM.
EXTRUSIONS
3 /4 "DIA.
VARIES-,
0 8 SCREWS
8 -32 BOLTS
-1YP. CAMEL BACK
PLAN
STRAP HINGE _
7/8 SO.TU BE-
1/4" PIN
CAMEL BACK DETAIL
3.064"
o.
W
0
a.
/`.4" rYP
�Li�L� VLi`
5/8" S0.,.040" WALL
44
56" _
68"
SECTION Y - Y'
CAMEL BACK,.080"
FOLDED PLATE
15 "MAX
30"
-
M 8 S.M. SCREW
2 ANCHORS
EA. CAMEL
BACK. SEE
SCHEDULE.
I /4 "m BOLTS
NO. 8 SHEET METAL SCREWS EA. SLAT:
ROLLED
5/8" SO, TUBE
7 /8 "SO.TUBE
.032" WALL
10.32 BOLTS
-3/8" m STL BOLTS
IBS° 4 300° y Sri 1
t.i r_51
I 1
ALUM. ALLOY
5005 H34
.090 "BRACKET I WIDE
(OPTIONAL) ROOF SLAT DETAIL OF ROLLED RO
ALTERN C BACK
C
_ 30" +_ _ 3 0 7_ __ 30
120 " - -
PLAN
SECTION "111 -111'
TYPE-III AWNING
1
°- -� `.090" PLATE
7/8 "0.D TUBE
.049" WALL
1
WING FOLDED
1" WIDE STRAP HINGE
HEADER HINGE
PURLIN 2 "LG.AT ENDS OF INTERIOR RIBS
1,10 -32 BOLT
HO L- 1"XI"XI /8 "LONG -
2.1/4 " -20 BOLTS. USE
WITH TYPE '8' RIBS
7 SECTION'Z -Z'
ANCHOR L- 5" X 21,4E X .090"
X II¢" LONG
SECTION 'X— X'
WINO
FOLDED 2
I TERIOR RIB
c HEADER
STORM LOCKS
2 PURLIN, 2. 10 -32
BOLTS WITH CAMEL
BACK.
WING
1 -22 -63
REVISED Co-
PROJECTION 44
A B I C D :E
- B -I - 32122 -
PROJECTION 56
A B C D E I F
- 1 B -2{ - } _40 26 -
PRO 68
A - B3 1.0 48 3 3 O N
PROJECTION 44"
A B-I -1 32122 F O I N
•
-
PROJECTION 44" LENGTH 46 TYPE -I
A I - B IC ID E jF 0 01 REMARKS
--;- - - - - SEE NOTES_
PROJECTION 56" LENOTH_46" TYPE- I
_A 8 C D E F 0 I H r REMARKS
PROJEC 68" LENGTH 46" TYPE - I _
A 8 C D, E; F 0 H REMARKS
SEE NOTES
LENGTH VARIES TYPE - II
F + 0 N REMARKS
x t USE * *SEE NOTES
LENGTH VARIES TYPE -II
O H I REMARKS _
•
• ' USE: ** SEE NOTES _
LENGTH VARIES TYPE -II
REMARKS
r t - ( USE **SEE NOTES
LENGTH 120 "* TYPE III
REMARKS
* USEI ** SEE NOTES
PROJECTION 56 LENGTH 120 "* TYPE -III
REMARKS
- 88 2140126 { - ; f ,USE /1 1
$1-4. NOTES
PROJECTION 68 LEN 120'�k TYPE -DI
O H I REMARKS
� i
AWNING SIZES SHOWN HERE - ARE MAX. LESSER 812E8 MAY BE USED
AWNINGS SHOWN HERE WERE DESIGNED AND TESTED IN ACCORDANCE
WITH THE METROPOLITAN DADE COUNTY BUILDING& ZONING DEPT POLICY
FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS,CANOPIES AND CA-
NOPY SHUTTERS, DATED OCT. 10,1980, BASE ON 80. FLA. BLDG CODE.
*AWNINGS WITH LENGTHS GREATER THAN 48" SHALL HAVE INTERIOR
RIBS AND ARMS AS SHOWN.
B 3�C - 3� 48 33 - t USE, **SEE NOTES
AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND
DIMENSIONS.
ALUM ALLOYS OF AWNING COMPONENTS
ROOF SLATS 5000.0134
RIBS 0-1,C-1 _ _ _. 4003.0114 .060"
ARMS, CAMEL BACKS B PINS_ 3003 411
PURLINS _ _ - -- 3003 - 14E8
RIBS B -2.3, C -2 -3. __- 6052 - H36 063"
CONCRETE
3/16 X I'/4"
DIAMOND
HAMMER DRIVE
NAILS
3920 N.W. 27 STREET
GO N S U L T I N G
DATE
I -81
DRAWN
DT
ANCHOR SCHEDULE
HOLLOW CONC.BLK.
ACKERMAN JOHNSON
I/4" -20' LONG
4 WINO TOGGLE
SCREW ANCHOR
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS:
NU VUE AWNING CO CERTIFIES THAT THE ALLOY AND HEATTREATMEN
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.
METROWING AWNING
NU - VUE INDUSTRIES, INC.
1053 EAST 29TH STREET
HIALEAH FLORIDA
CARR SMITH &
DESIGN CHECK
N R 06
SEE NOTES
WOOD
NO. 10- II/2 "LG.
WOOD SCREW
ASSOCIATES
MIAMI, FLORIDA
E N G I N E E R S
FILL N0. SHEET NO.
PROJECTION