379 NE 94 St (3)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date ` Q Job Address 31 9 N. `t i Tax Folio 11' ?) 0 t r4 I 0
M S b 1015' S S . EC . 1_
Legal Description V 13 L . ' E.O'l t 5-1C1 - P J I C Historically Designated: Yes No
Owne / Tenant .a.
, _ 4 O A kC'1 A, R, E2 A M Ir t Master Permit # Aki.44t 997 ( /
Owner's Address q .f 4 51- t d M t S H 0 R:E S t f LL L APhone
rj,op Dc" uCTS 00.
Contracting Co. O f), A T H O tit &S L w'.e t t.1 G-, 5 Address 34 • W MIAMI LL ;3 /1.5
Qualifier Lout c5 " G- lf1 f P4 C)
State # -- _ Municipal # Competency 00°0o Ins. Co.
Architect/Engineer H Address
Bonding Company N / /) Address
Mortgagor N f Address
ss # -'/ - Cec2Phone3U5 - 45lI
Permiit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION ¶4P)TkI C At3J t-tt 4.1)17t''rtcYN i , Wt140011,..) 5 4 'V 0-0 ('5
ir tST,I4( Au/Nall h 4 G2. FGR RRp LACE.t -4Ev4 i OF "FA 51kt G C 2 8 93
t'1EQJ kkv te.t ; Ot to Wt J P t&LC eF - 2Ei q3 TIE Ep.s Nara 1 wAtt sa w yt C 7 1 5/
FABpltG
Square Ft.
(1 gete;
Signature of er and/or
�� 7'naiue
Estimated Cost (value) ti I O 00
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Furthermore, I authorize the above -named contractor to do the ork stated.
Notary as to Owner and/or
My Commission Expires:
OFFICIAL NOTARY SEAL
DELL MARIE SPRINGER
NOTARY PUBLIC STATE OF FLORIDA
CCMMISSION NO. CC770
MY COMMISSION EXP. AUG. 25
A/Z A /// 5--
President Date
Presi Date
Signature of Contractor or Owner- der
Electrical
Notary as to Contractor or Owner i F uilder
My Commission Expires:
OFFICIAL NOTARY SEAL
BARBARA B KING
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. 617153
MY COMMISSION EXP. FEB. 10,2001
C.C.F. • 0 NOTARY BOND
TOTAL DUE
/
9
Date
APPROVED:
Zoning
Mechanical Plumbing Structural Engineer / 5b
v ■■.r v■ Itrv liars Is vas rr•rrrI
.t
,A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. 1 1 - 3 '2_0 G - 0 0 ^ ro Q ,C,
STATE OF FLORIDA: -'
o
COUNTY OF DADE: 0,
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. !
1. Legal description of property and street address: 'Nt t L t' t - to P-.E'5 i%c- t V ( 5 60 -.Y7O
Lo T, ,QS - I'1,`t -H e.. ?,LVTh. A5 iii
00fz E:' - 3'7 til_ E . q2( oAM, ' '
2. Description of improvement: f 6 (2-01C. Allit -t II 1. e-15 4\ Q ON JA +SLOG 0,)•f5
3. Owner(s) name and address: 06.,01_, 0 M A0-4 w
3 -M t 6.E. 14 sT ?414t44 st - 02FS, FC X3 13Fb
Interest in property:
Name and address of fee simple titleholder:
4. Cor.tractor's name and address: Ok.,0e C t e-tJ ( 1 ) C 2 - ‘ ° ' O — T ✓ 0 r 3 4 - 5 - 1 0 M W VI Q
3 4 7c> w Am(
5. Surety:(Payment bond required by owner from contractor, if any)
CI
6. Lender's name and address: ts4
Name and address:
Amount of bond $
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
differ t date is specified)
/ 4..,,,,,,)„
Signature of Own
Print Owners Name
/VliillP�ri9�Q �T
Sworn to and subscribed before me this
Notary Public
Print Notary's Name
My Commission Expires:
OFFFICIALN' AF.
;, I2AJ,V/
Y PUBLIC STATE OF FLORIDA
u
COMM ISS • • • • •
KIN EXP. AUG. 25 •I I
day of
. .E T y( eemy E il, a f4Wiie Y` lift �,
y{ Cv2E3Y��� oil, Oa, us ,a / \7
dfrk° --"`
j!n 1 fllod in I lea
: ma d 23!(fia Court
wtd^gLSS my Coon!) T, Q ..I+� of C1rcu an d D.C.
NO fill
Prepared by:
Barbara King
Address: 347.9 N.W. 7 St.
Miami, Florida 33125
123.01-52 2/93
97/01/1995 20:53 3057565198
Lot* 15, 16, and
SECTION NO. 1,
at Page 70 of the
Reproductions of this drawing are not valid
unless embossed with the surveyor to al
L.00A T!ON SKETCH
*CAM re *At/ 7►" °-
NE. SS sr.
At�fl _ 51 L_:J L49 L�It �' b
1
SKETCH OF SURVEY
For
Dr. Pau1,S. Annie and Margaret T.. Annis
ANNIS /ZUMBIEL PAGE 03
qok
17, Block 45, AN AMENDED PLAT OF MIAMI SHORES
according to the plat thereof recorded in Plat Book 10
Public Records of Dade County, Florida.
ZONING, ZONED STREET UNE& SIM
BACKS, UNDERGROUND EASEMENTS
AND RIGHT OF WAYS, ETC. FROM
ABSTRACT TO BE VERIFIED AND /OR
OBTAINED BY OWNER, ARCH1TEC1
OR BUILDER BEFORE DESIGN OR
CONSTRUCTION:
F. B. 459-10 E. R. BROWNELL& ASSOC.. INC.
3152 Coral Way Phone 446-3511
October 22, 1979 Miami. Florida Scales as Shown .
THIS IS TO CERTIFY to the above named firm and ur persons that the - SKETCH OF SURVEY EY of the herein
described property is true and correct to the best of our knowledge and h hvI .is recently ,urveyed and platted
under our direction. also that there are no visible encroachments other than those shown.
E. R. BROWN 'Lt. Ili ASSOC.. INC.
By: I. R. Hruwnt►1
Professional Land Surveyor •92H
Statr of Florida
c,
07/01/1995 20:53 3057565198 ANNIS /ZUMBIEL
m;
-
a4 1'
SKETcH OF SURVEY
'7
SC*L.A: f" -3o
/5c .
...4/
11 11 .9 ".
1
1 ^'
,, 1
i
4 - 5. .� ---:-' f 1 1 -t Yrike
fit.- ic.•.o A.
72' „ sorer A „too /
YO �• o .4i.•r i 7�
94 th
4
•
■
t.
;
PAGE 02
t_
Z iioma3 odwningi by
Dade Canvas Products Co.
3470 N.W. 7th Street • Miami, Florida 33125
Phone: (305) 649 -4511 • Fax: (305) 643 -9659
F- Ufp., '2\ L - t-b -t CIS d 2U
tint cTS 1_0
Pattern No. Cp. )75 1
Weight: k5 e
G) PPE�4 -t - ��Ta= t L t cr 2
Color: LAGS LEt - 1 - 1 - rt - L
Finish: VI N.? _ La t N A TE t9 0 b
��G4r
F.J. E. 1
-) . IJNI t
ID2 - (G
Keetdsce.
r iG Q rkAME,
M4.it.1'(En11It) Gti�'1
,4
r
J o r
m
Z
v.
tV
�.r
M
GL
7
CS
�.r
•
; C
r;
•o
OTC
Farzr;ic r2E eP Z7�1
LwwE k/ LJ N rf E co M PLI H E kJ T
IJUDERJE1TI -I U1,i-r 4 1o2 10 111 rig 201-20S)
r"nr3plc 2&9 �.
J /SCE 4 LtJI-411E Gror<.E.•
'F LiQi-rr 4 IO2 HO)
•
•
203
1
•
•
� ; ` ;
ZoJ
0 10
t
�x IS`( IJ�I i iG2 .
I EPLAcE rnr3Fic
GIB #
25°1 'LA17 - t EE.I.i )W
1.J1-1r - TE ✓Rc71.!Eti1 e;Tr -
4 rZ i
i
i
- ng
N n r
O ev
eD
✓ < o
0 -- C
• 0
t` Jh e
3 w T
S
` J
o
N
dry
L
4
N
4.O U VAT okJ
y
r
+i0
� I 0
0•C.
C
4 104
+#IQs
40u -ra ALE \i/1jlo0 I-O
;i4 CA
W v, *" +n
AO N — •ND
a
... M 1
,
R . ,p
.+ � VIM
•
• <
3l
000 •
_ 1A1RTiaL LLEVA 10K1 % =
��i I IQ F"dI3RI To 6E
%, EF_ti cr
Li iiTE
V ; ` 14 1»
VIII
N�
41043
�
00
covic LJALL
77M 1T`!Ei7 feoz G LA.A 1i - <
(4,4.0
• 41,1 Kl I KS # 110
Ne
00;
i
(NN
M
I•
I
i t
li
4
;i
J
•
icfI L 1,J - p'l
2
I_ •
r
y4 . I ". 2" STL. it
WELDED TO HEAD PIPE
A 2'- 6" O. C. 6
'ATTACHED TO WALL
WITH 3 /8" 3" RED HEAD
SLEEVE ANCHORS
1- r o UIJI'( # In2a
•
4IDE �/I�I...i �� 1) -0t(
tl
Yea x 3" x a' "ft. PL
41 r&ttfp -co Gf6
I�AI� - 2 Vex 5"
LEE.ve QIJC P12S
(fo-fl eons 'fig?)
ri
ISO Ut G ct
FABRIC
LINE
RISE R
n 4 LACE ROPE
11
LACE BAR 3/a
WELDED TO,
BACK OF RISER
BOTTOM BAR
GENERAL NOTES:
1. All members shall be ASA Schedule 40 pipe, galvanized.
2. AU other material shall be A36 steel (U.O.N.).
3. All welds shall comply with A.W.S. code (latest edition).
4. Cover all welds with corrosion resistant coating.
5. All structures designed in accordance with the wind
Toad provisions of the South Florida Building Code (latest
edition)/ASCE 7 -93.
6. Awning covers shall be removed in periods of high
winds: specifically winds in excess of 75 m.p.h.
7. frames without fabric will sustain 120 m.p.h. winds.
8. AU connections shall be fully welded (U.O.N.).
. 9. All frames have been designed using rational analysis.
.O
GENERAL NOTES:
1. All members shall be ASA Schedule 40 pipe, galvanized.
2. All other material shall be A36 steel (U.O.N.). •
3. All welds shall comply with A.W.S. code (latest edition).
4. Cover all welds with corrosion resistant coating.
5. All structures designed in accordance with the wind
Toad provisions of the South Florida Building Code (latest
edition) /ASCE 7 -93.
6. Awning covers shall be removed in periods of high
Winds: specifically winds in excess of 75 m.p.h.
7. Frames without fabric will sustain 120 m.p.h. winds.
8. All connections shall be fully welded (U.O.N.).
9. All frames have been designed using rational analysis.
Ilr
' 7 VIED) Y 1 1 -o"
*07 or I1NI - TS 4i- 103,124 Io5, 1b )
!4 . 1 2" STL.
WELDED TO HEAD PIPE
2 % - 6" O. C. e
ATTACHED TO WALL
WITH 34r. 3" RED HEAD
SLEEVE ANCHORS
IbE VIEW XI
20
11
ii -
11
FABRIC
LINE
(11'P ;
N I 6
RISER
4 LACE ROPE
LACE BAR
WELDED TO
BACK OF RISER
BOTTOM BpR
lo3 -lot , tot
r_X. &' SrL. i
AT1AoFer, To cgs
(TV of Ou1TS ` 103 —
1. 1. ,
• � � Nn.
d «.
= Z 9 •(g
0 ta u; t v
r g �
Cti of t
z
.1 t
. J > . I i
-'F uj _ $
ta (no 0
i
N
44U
b AlL1i�1L
101 ) to' - 202
w
X 2 1I A ' Li II �- � PL
Aff&c�1F 19 t9A UJr;LL
e p$" x 3" sLEEJe.
AIJc o S (1-(P aF LtJI1S
# og- 112 1 203
• GENERAL NOTES:
1. AA members shall be ASA Schedule 40 pipe, galvanized.
2. All other material shall be A36 steel (U.O.N.).
3. Al weids sisal; {.VIIIF.I1y A III A.tt.J. code tIdLC5i eigtio I).
4. Cover all welds with corrosion resistant coating. •
5. All structures designed in accordance with the wind
Toad provisions of the South Florida Building Code (latest
edition) /ASCE 7 -90.
5. Awning covers shall be removed in periods of high
winds: specifically winds in excess of 75 m.p.h.
• 7. Frames without fabric will sustain 120 m.p.h. winds.
8. Al connections shall be fully welded (U.O.N.).
9. Al frames have been designed using rational analysis.
y4 " . I ". 2" STL. 4_
WELDED TO HEAD PIPE
(al 2'- 6" O. C.
ATTACHED TO WALL
WITH 3/ 3" RED HEAD
SLEEVE ANCHORS
-- 7T•(P 00' IJtJI'I *100
ROTE(
ti 4 LACE ROPE
LACE BAR 141
WELDED TO
BACK OF RISER
BOTTOM BAR •
1
1/4",r,. tr
t ,_4 r ? ' 1 L ? . ATI 4 .Q '
I h GP w =iu�= W ' ), 3tL
7ZEV�_ ?XY' �? AL-L
IsistzmFtf la'fE - rRc)s5£5
'Lie-4(1 loges 4 IOq
t -Jtaop t'Ec
-3 f_
tl
N
II
14)
V
1
GENERAL NOTES:
c_: bc _ -W/ z= . # / /tt>
SL Y _&14 CHO _Ci . Al t- TRci
1. Al members shall be ASA Schedule 40 pipe, galvanized.
7 au other ma te r i a l shall be IA136 sttpel ( n •�
s _. . 7 v.v.n.
3. All welds shall comply with A.W.S. code (latest edition).
4. Cover all welds with corrosion resistant coating.
5. All structures designed in accordance with the wind
load provisions of the South Florida Building Code (latest
edition) /ASCE 7 -93.
6. Awning covers shall be removed in periods of high
winds: specifically winds in excess of 75 m.p.h.
7. Frames without fabric will sustain 120 m.p.h. winds.
8. All connections shall be fully welded (U.O.N.). •
9. All frames have be'e'n designed using rational analysis.
II
li
FABRIC
LINE
11
4I DE V 1rk1 " = I'
o f LJI # 10
RISER
1
k : 1 ". 2 " STL. 11
WELDED TO HEAD PIPE
- rta 2 6" O. C. s ,
ATTACHED TO .WALL
WITH 3/8 . 3" RED HEAD
SLEEVE ANCHORS
�7Et� �1T
tt 4 LACE ROPE
LACE BAR /q
WELDED TO
BACK OF RISER
BOTTOM BAR
D � S - 11 i3
�IC7� vIaLi yet'. � 7 "
. C� N t8.
a
• F1
oge f: act
S z o < --
✓ id r a 1
pi ;lit
.1 _J T
D -S
W v 1'
• U Off -W
N
1
• I
rll
\A
W
�1f2
43
5 9 OF 11
GENERAL NOTES:
' -0
All members shall be ASA Schedule 40 pipe, galvanized.
AU other material shall be A36 steel (U.O.N.).
AU welds 711QO (laie5t euiiivn).
Cover all bvelds with corrosion resistant coating.
All structures designed in accordance with the wind
load provisions of the South Florida Building Code (latest
edition) /ASCE 7 -93.
6. Awning covers than be removed in periods of high
winds: specifically winds . in excess of 75 m.p.h.
T. Frames Without fabric will sustain 120 m.p.h. winds.
3. All connections shall be fully welded (U.O.N.).
9. All frames have been designed using rational analysis.
(t
FABRIC
LINE
IPE. VIED Vii
• (1 - (P OF U IJ II # 112
1,
RISER
J'4■ I " 2 "'STL. FL
WELDED TO HEAD PIPE
.O e-6" O.C.B
ATTACHED TO WALL
WITH 34", 3" RED HEAD
SLEEVE ANCHORS
4 LACE ROPE
LACE BAR 1/4
WELDED TO._
BACK OF RISER
BOTTOM BAR
11 f 1 Gat.._
1`
1
N
1
SIDE VI . kJ
?-op . 015 - u J rr * zoo
L
BY
EVHAVID SHORES VOLLAGE
DATE
0,9z 5/97
'..)MPUANCE WITH ALL FEDERAL, STATE AND COUNTY
RULES MO REGULATIONS.
ASSUMES NO RESPONSIBUTIEF
OF OR RESULTS FROM THESE PLANS.
THE SOUTH FLORIDA BUILDING CODr. : •
. • 1..AGE IS REQUIRED. THE ARCFiITEC1.
CHARGED WITH THE KNOWLEDGE
:,ER OR NOT SPECIFICALLY INDiCATE
1