590 NE 102 St (3)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... t .r C `� 19 Z.
Owner's Name and Address______ 1I) 0 1 141 4 2 b ' No.. -_,-9 Street- -_B!• c-' • /° 2 £
Registered Architect and /or Engineer . 5. 4 44 /"G . )/t1/0-' Da t.a-' C {?
Name and address of licensed contractor
Location and legal description of lot to be built on: yy
Lot_ f Block 9+ Subdivision__._l�)
/ 4 / ' 517 /Ze
Street and Number where work is to be done ..5 42
State work to be done and purpose of building (by floors) .7 ' $1a A
/ C - A LL/ /v/�g -° 73
and for no other purpose.
New Building Remodeling Addition
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ .6 0 0
Zone cubage required
Distance to next nearest building
Maximum live load to be borne by each floor___ . ..
I hereby submit all the plans and specifications for said building.
be sent to
STATE OF FLORIDA,
COUNTY OF DADE.
Before me, the undersigne
peared
Chairman
Member
Member
Council Approved _____
mat erials an d / p
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
The undersigned applicant for this building permit do y. her
of labor under the Florida Workmen's Compensatio Apt, bein
and has complied with the provisions thereof, and w
in the work to be performed under this permit
or notices as are required by the Act. The unde
permit, as are licensed by Miami Shores Village.
Remarks
ing Inspe. or
a notary public, duly authorized to
and who, being by me firs] my sworn, upon oath deposes and says
of the above described con .'k ction, that he has carefully read the
therein by him stated are true.
Permit No Date_
Disapproved _.__ _ Date_
( Signed)
ANNING
ARD_
/the • /0,2 Si
_Date
Amount of Permit $
.Plan Cubage_
Size of Building Lot
y certify that he understands and accepts his obligations as an employer
Section 5966, Compiled General Laws of Florida, Permanent Supplement,
imilar compliance from all contractors or sub- contractors employed by him
cause to be posted for inspection on the site of the work such public notice
employ only such subcontractors, on work,�to be performed under this
(Signed)._
U., iv/ N B AI we r'
Repairs No. of Stories
All notices with reference to the building and its construction may
minister oaths and take acknowledgments, personally ap-
at he is the
regoing application, and that he did sign the same, and that all facts
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
to me well known,
DATE
Member
Member
Member
Disapproved Date
NOTE: A charge of $1.00 wil 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 ll .e charged when such re- inspection is made necessary by improper notice for inspection or faulty
or workmanshi .
Ae g Wthiw Cornpoum
• ALUMINUM AWNING WINDOWS
• SCREEN AND JALOUSIE DOORS
• ALUMINUM AWNINGS AND PATIOS
ur. Illliam R. Bradford
Building Inspector
L iami SL ores Village
"'ith reference to Mr. J. Norman Hobbs of, 590 N.E. 102 Street,
Miami Shores, adding a aluminum patio cover on the rest aide
of his home.
I have no objections to this knowing that it will exceed the normal
set back, and that it will cover the cot back area.
v. jr /m
Jeanette Dare
554 N.E. 102 Street
Miami Shores
L I C E N S E D C O N T R A C T O R
1238 ALI BABA - BOX 565
OPA- LOCKA, FLORIDA
TELEPHONE MU 1 -3247
•
ihe athiew
dldum»um
For further information write or call:
ALL STATE WINDOW CO.
1238 AU BABA AVE.
OPA LOCKA, FLA.
"SEBRING"
NOTE: Diagram shows
easy assembly and hinged
gutter easily opened for easy
cleaning. PAT. No. 3286413
The Nu -Vue "Sebring" all aluminum patio roof is
designed with flush undersides and hinged gutter
for easy cleaning. The all new "Sebring" patio roof
will add beauty and long life to patios and screen
enclosures.
• PASTEL PINK • SEA FOAM GREEN
• LEMON YELLOW • AQUA
• ANTIQUE BRASS • FLORAL DESIGN
• ALL ON WHITE OR WHITE ON WHITE
• Also available in stucco embossed aluminum.
.
1 154• 4. 3 12 . 1.25"
�'a
• D e'1 r- --75' .375' r .1 }" 1 1 I
o " irP.
r F'
I
372
-
.125 • i
r 11df
0 o zo
4
.062•
TYP.
"
Y
a
5 052 4;
-
I I I ,5v
'
.3.512"0
SRP
"
1 I
1 1 f .125"
�
75'1 4.25" I,_z5' 1 -7s
I� e •cc { •o6z •
�" ,1.25• )
f#SCIA
.o6z•irr.
L DE
1.•15°—.1 1.50 50• ' J
� ��I
TYPE 'I' TYPE 'II' TYPE 1l• TYPICAL PANEL HEADER MOUNTING
a
'
.025"
;M
t! ANCE
ROOF BEAMS HINGE — �
HEADER
ROOF
�DET.'A' 025 "BANEIS�11SED T
\ E _ = 71
OEEEOM UL EO
DIXEBSIOIS ARE MAX. LESSER 0318I015 NAY BE UBID.
11
DESIGN CRITERIA DESIGN LOAD 6 0 P.S. J
TEST LOAD 60 P.a.1.
ALUMINUM ALLOY OF COMPONENTS=
HEADER PANELS 3�
FASCIA BEAM 6063 --iT55j
TRAILER MGR VALENCE 6 , E5
ROOF HEArs j
COLUMNS, TUBER 6 ig
BOLTS
SCBEE8, STAINLESS STEEL 021
L OH 2024 li
THE NU-VIII 'SEBRING' PATIO AWNING WAS DESIGNED
AND TESTED IN ACCORDANCE WITH THR METROPOLITAN DADS
COUNTY BUILDING AID ZONING DEPARTMENT POLICY FOR
PLANT PRODUCED PREFABRICATED RIGID AWNINGS, caroms
armors, AND CANOPY DATED OCT. 10,1960, BASED 4
.
TEM SOUTH FLORIDA 311.0110 CODE.
Ii SHALL BE DETERMINED THAT 201 EII82110 SSRDClOO
CAN SAFELY 5118803? THE LOADS INFUSED BY 239 AMINO.
VD
�( (
1.32�
065
FALL
1.37�
Ob6
WALL
L
3//8
BOLT.
3/8.10\N
STAR
LOXn
FASCIA
#8 5. 1 EA. BEAM 11,
3/e ■0 ROMP PA I
j AND BEAM
HOLE 11111
BOLT
FASCIA
- - _.
, ANCHORS U• ! f
/1/4 DIAMOND )\ 1
HAMMER DRIVE
NAILS 7 12•CC. SIDE ACE
OR
1/4 . 0! LAG SCRS. CROSS SECT. OVER ROOF
'
HINGE
/IN MOOD 8 12"
CC. IN z °(NOM)
MITERIA /2" E88 3
MATERIAL. 1 1 818. 7 12' C.C. / ROOF ROOF BEAM
Y11.PENETRATIOH. PANEL
COL.
� MIA.
3 6
1/4
BOLTS 1
' '
/ 11 /
_
/
C �
` a- MS(eEOIR9, ZA
EA. PANEL
3/8 "0 THRD BOLT
.. — HOUND OR SQ.
VALANCE 7
'—
/ROOF
C
GET. ' A'
080" FOLDED /
�PIATB CAIGILBACS
ALL COLUMNS.
ANCHOR
• � .. .: • .. . . . . .
, •s
8 ": 8 4' cm. SLAB W/6 ^ r10 MESH.
.•" • . CROSS SECTION
#8 SAS.
M8 SAS.
E , '
■
L
VALANCE
�._.
HEADER o
'
■
—
.
_ --...
D
1
V LANCE
'
FASCIA
CORNER DETAIL TUBE COL. SCROLL COLS. CORNER DETAIL
2 -1 "8Q. TUBES .064"
ISOMETRIC VIEW WALL.
ROOF SPAN AND COLUWN SPACING SCHEDULE
617(67
CMNGED GALLOONS
• 10" MAX. OVERHANG
YO
EOE0
MEWED
DATE
REVIEW*
NU- VUE INDUS , INC.
1053 E.29 ST
HIALEAH FLORIDA
TYPICAL.
I
8822
�I
PATIO
PROJ.
ROOF BM.
• I
7'- on
7'- o^
7'- 0"
CARR SMITH a ASSOCIATES
3920 N.W. 27Th. STREET, MIAMI, FLORIDA
C O N S U L T I N G E N G I N E E R S
7'- 4°
TYPE I
8 ' - 1 1 '
TYPE I1
5 ' - 8 "
5 ' _ 8 "
5 1 _ 8 "
DATE 5 - 63 1.011... a.TTalwll 0.s.Icocco H.W.
me NO.
TYtcrNO.
10'- 5"
2182 III
5'- 0"
5'- 0°
5'- 0°
CONTRACTOR !YALE VERIFY 01.1 DIMENSIONS
AT SITE BEFORE PROCEEDING WITN WORE.
6364
1
-
•
SEBRING PATIO AWNING
1 • • W . l
'e ti
Gutter
Beam
2 -i" .6o/t5
•
Pool Bean;
Type z
Type .12
Type n7
7'- 4"
8' -//"
/0'- 9"
P LAN ,'4'
I �
Roof 8eom
Type /
Type if
Type . I7
7'- 8'
9' 2'
/0' -8'
P LAN e"
P LAN C"
2 - 6o //5
PLAN 4"
TYPE
BEAM
Light
Golfer
Heavy
Gut /e/
1/9/7t
G ' / /er
Liqht
C/Jonne/
//e° v
L 9 r
Chorine/
Ligh/
Gv t/er
//ea vy
Chorine/
heov
Gut /t-
Heavy
Chorine/
.125" faded
p/o e come/bock/
bo /t t0 co/.
20" typ.
PROJECT /ON
7' -4"
/0'
7 "- 4"
8'- //'
/o' 5"
9'
7'-8"
9•-2"
8' -5"
9'-/0"
/1' -3"
8' 5"
g•- /0"
//' 3"
CA5.E /
ti
MAX /MUM 5PAN L //V PT
B' - 8"
8' 2"
7' - 6"
9' - 8"
9' - /"
8' - 5'
8' - 8'
B' - 2"
7' -6'
9' - 8"
9' - 1"
8' - 9"
8' - 8"
8' - 2"
7' - 6"
9' - B"
9'
8'
L/9ht chorine/ -
4 -4 "bob /5
/2'
Note :
,4// co /u47n5 5ho // he /75' x /. 75 "x
. /25' o/ or 15'x /5'x /4 9o. ,5 fee //
.083" min. e'o // fk.
6 bo /f5 5 /r _5 '
anchors to conc.
1 i
C
CA 2
8' - 8"
8' - 2"
7' - 6"
/0 8"
/0' - O"
9' - 4'
8' -8"
8' - 2"
7' -6"
/0' -8"
/0' -0"
9' - 4"
8' -8"
8' - 2"
7' - 6"
/0' 0"
.9' -4"
see ,Sheet / for Gutter Beam cone. to roof-
2- [ /i "x /i"
x. /2 2 $"
bo /t5 hru e
co/
CA5f 3
/ - o"
9' - 2"
8' - 6"
/2'
//'-4"
/ 0 ' -6'
/0'- 0
9'-2"
8' - 6"
/2' - 5"
//' - 4"
/0' - 6"
/0'- 0"
9' - 2"
8' - 6"
/2' - 5"
//' - 4"
/0 6"
2- L /i "x /i" x./25"/2
2;o /t5 per co/. (lee 2- " hIr/t5
/n 5 /or 5 /e/9/r2 o0C '0/' lo conc.
PLAN 0
T Y P /CAL S /ON5
5tee/ or
.4/. cot
il 2 4 x /2"
dou'e /a
11111)1114111111 2' /0
0'
/50. FOOT /NO 5C//EDULf
NOT ES :
/) See 5hee/ /, 'jebr n9 Patio Awninq9 f /e
no. 6964 for details , 6pecificot/oh not
.shown on this .sheet
),4// concrete .5ha // be 2000 ps, of 28
3) Jo// .5ho // have o min. deorin9 copocity
of Goo pf.
Neovy thane/
4 - 1 "bob`s
PLAN C"
I/ f A V: Y GUTTER L G /b T // EA V Y
L",• M C,UA NNtL C,UA NNfL
6063 - T6 6 M 6063 -T6
- c, /e: Protect A/
co 047/7 / 6 7umi0ov5
point.
2 L
bo //5 thru
co/
PLAN q"
PLAN B"
PLAN C"
/0"
.//5" typ.
•
/.75'
/25" t y,o.
5f5El/VG PA T /0 AWN /NG
BY
NU- VUE INDUST72/E.5, /NC.
/059 E. 29 5T. // /ALEA//, FLA.
STAN WEE,/ ,4 .550C.
"NG /NEtR5
Dote: 7//6/63 .5h. 0 2 dab no.. 3063-8