535 NE 95 St (7)Owner
PPLICATION FOR MUNICIPALITIES OF DADE COUNTY
(OWNER TO RETAIN COPY)
^ 3! fl 6 IS 21QfT Tax Folio /r -3 " `'-6 g
/ La Tenanat t A- n w� o n)
Owner's Address S 1 . 9s E ,
Contracting Co. C;ieR erito at/NIvAS d' A Cp Address
Master Permit # 43'
Phone 7 Z.
V e 7447L
Qualifier N! 1 t_T o ry «' i SS# 29 - 9 3 - e6),(0. Phone - 1 , C( - 4 (2
n a rt o A& t , e.,
State # 6 ° 6 431 Municipal # ® U 11 ¢ 8 ) Competency # Vet- A s- z,,t,4., i,.J' . g f PINY
y , 1 2 U S U r, (I ,e-C. . /3 . 5 74.4 . e y
Architect /Engineer Address
Bonding Company �.---. Address
Mortgagor Address
Permit Type(circle one) BUILDING ELECTRICAL PLUMBING MECHANICAL '' ROOFING PAVING FENCE SIGN
WORK DESCRIPTION 1 Ns YAU ,- TI D -[ a "4. JAS' tt-1/u eNi )erg f
Square Pt. / L O
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 (IF 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.
r
%1 //L !- - 4
ture of o
I
01110/ . l
ESXpi red.
erand /or Condo President
0
b
Si
0
MY
** *
APPROVED:
'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will
ne in complianc with all applicable laws regulating co ruc • and zoning. Furthermore, I
rize th:•::ove amed contractor to do the work stated.
Zoning
or Condo President
Estimated Cost(value ttocr0
i
er- Builder
Signa re of Contractor
E NEST G. G HANG
N j� ay° tate of Florida
= 1Put�i �e m. Ex.. 8/2/93
yBa` 'f. ' •ntr:-tor or Owner- Builder
My Commission Expires:
* * * * * * * * * * * **
PEES: PERMIT " 11 : 56 RADON C.C.F. 1✓ 4 46 NOTARY TOTAL DUE /A 56
Fire
Buildin
Other
Electrical
Mechanical Plumbing Engineering
3
•
/ rv
T ,Q T
D s G A I5 rte -C-
'
N ^`1 t...lZ P••LO • J
WG- b.
a" ��• 1-/ < " I :LAT PG, *e
W Th 1 •1 , E Fex I
3 " Y�" 3.-a
RMIT It Tax Folio No. 1/ ;g�D� / #Z
`.ate of Florida
,unty of Dade
NOTICE OF COMMENCEMENT
General description of improvement: 46 Rie C'
4 Ni U A- S /I vo NW 6,5 c) Hou
Owner information:
a. Name and. Address: J7M /- 14/
Surety:
a. Name and Address A1 0 LfT 4A✓D c2 t /✓I Z441p
b. Amount of bondS 1000
STATE OF FLORIDA
COUNTY CF DADE
1 HERESY CERTIFY that this is a true copy of the
origi f ed id / is office on Y �u .a of
A. D. 1
WITN ,S my hand and Official Seal.
Clerk Ci uit Court
By Ani...J )74. C -GCVO
o.Q.
ERNEST G. CHANG
Mate of Florida
My
•
92R 154555 1992 APR 24 15:35
iE UNDERSIGNED hereby gives notice that improvement will be made to certain real
- operty, and in accordance with Chapter 713, Florida Statutes, the following
iformation is provided in this Notice of Commencement.
Description of propeerty:: (legal description of the property, and street address if
available) .5 7)`7i " ` v 1 h �T// i / �� i ✓ f 1 .
535 N% q� i
b. Interest in property: anoVer2,
c. Name and address of fee simple titleholder(if other than owner):
Contractor: (name and address) 6_,e.0/1/ CRN "JPk3r 4VU/vi/ CO MO NG 2/J4 IIVG
Lender: (name and address)
Persons with the State of Florida d 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)
In addition to himself,: Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.
Florida Statutes.
Expiration date of notice of commencement (the expiration date is 1 year from
the date of recording unless a different e i j ied)
/--k)61/
7/$o ,ilt 2,/D /i(' ivt/ 33137
nd subscribed before me this °` =ay of
Signa of Owner
% , 199-
PIPE SIZES (DIA.)
FRONT RAFTE SPAN
SPAN
5' -O'
9 ' -0 '
12
I6 -O
18
20 -O
25 -O
3'-O's 6
see- BAR
I /2'
1/2'
t /2'
V2'
!/2'
t /2'
I/2'
9'-01
aft
it
,9O1T.
25' 0
I -1/
1 -1/2'
1-1/2'
1 -1/2'
I -1/2'
I-I/
3/r
3/8'
I/2'
1/2'
3/4
3/4'
7 /4'
y r
3/8'
3/8'
3/8'
3/8'
3/8'
3/8'
Lr
-
3 /8'
/8'
3/8'
3/,'
3/8'
3/8'
3/8'
16'-0'
b
P
V2'
3/4'
3/4'
1
r
r
I'
3/8'
3/8'
3/8'
1/2
I /2'
1/7'
I/2'
3/8'
3/8'
3/8'
3/8'
3/8'
3/8'
3/8'
18'-0'
f ar
Nn n.
°'
1/2'
3 /4'
r
r
r
r
r
3/8'
3/8'
1/2'
V2'
VZ'
1/2'
1/2'
3/8'
3/8'
3/8'
3
3 /8'
3/8'
3/8'
20'-0'
bi4
3 4/ 2
r
r
3.1/4
1-1/4'
I -V
1 -I /4
1/ z'
1/2•
1/2'
r
r
r
r
3/8'
3/8'
3/8'
3/8'
3/8'
3/8'
3/8'
25' -01
egg
r
r
t -! /4'
F '14"
I-t/
1-1/2'
1-1/ 2'
I/2'
1/2'
1/2•
1•
1 -1 /4'
1 -1/2'
1 -1/2'
3/8'
3/8'
3/8'
3/8'
3/8'
3/8'
3/8'
S&OE
BAR
SUES
TOP
BOTT.
VERT.
I/2'
3/ 4'
r
r
I'
1-1/ 4'
1-1/4'
3/8'
I /2'
I/2'
r
r
1
1 - 1/4'
3/8'
3/8'
3/8'
3/8'
1/2'
1/2'
I/2'
FLAT TRUSSES
PIPE SIZES
RAFTER
MOTT SPAN
12' -0'
16' -0'
18'-0'20'-0'
COLS
25'-O'
EDGE
d (INS.)
18
2
18
24
18
24
18
24
18
2
,9O1T.
25' 0
TOP C140R0
3/3.
1/3.
Le
3/•'
Lr
3/r
r
3/3.
r
L!'
CI 0
yr
y r
y r
yr
v 'T
yr
vi
vi
Lr
V/?
*Ara•Y 0Y.
3/r
3/r
Lr
3/r
Lr
3/r
3/3.
3/r
3/r
3/3.
TERI. DA.
Lr
Lr
3/1.
3/r
sm.
3/1
3/1
3/3.
3/1
3/r
30' 0 ' 130T1.0010
TOP CT10RO
3/3.
Lr
r
3/3.
r
•
r
r 1-vr
r
yr
VT
3/ 4
yr
3/r
yr
Lr
1/3.
t
3/r
MAGCTAl CAA.
3/r
3/r
Lr
3/r
Lr
Lr
Lr
3/1
r
3/3.
vE01. DIA.
3/r
3/3.
Lr
3/3.
3/1
3/3.
3/r
3/r
3/r
Lr
35' 0'
TOP CHORD
r
Le
I
r
we
r
-y r
r
.1f2
8071, CHORD
3/4'
y3.
r
Lr
r
3/3.
r
3/r
yr
r
1>roa.a ow
Lr
3/r
3/3.
3/r
Lr
Lr
Lr
3/3.
/r
3/r
•ENT, DIA.
3/1
3/r
Lr
3/r
Lr
3/r
31r
Lr
r
3/r
-0Q Q•
701 CNOR0
1 -v
r
w3.
putt-
v2/
-v.'
1-13.
w.'1-
3.1-07
901 7, 040470
r
3/r
r
r
1-v '
r
pv.'
r
pv
w
O■r•••L 0•.
3/r
3/r
3/r
3/1'
3/r
3/3.
3/3.
3/3.
3/3.
r
vOIT. CAA.
3/r
3/r
3/1
Lr
3/1
3/r
3/r
3/r
3/r
'
MTN
MN. A
PPE SIZES
FRONT BARS
BACK
AC
MS
COLS
COLUMNS
EDGE
BOTT.
TOP
BOTT.
5' -0'
0' -9'
3/8' DIA.
3/8' DIA.
3/8' DIA.
303/8' OtA.
3/8' DIA.
3/8' DIA.
3/ DIA.
1/2' DIA.
10' -0'
r -3'
3/8' DIA.
3/8' DIA.
3/8' DIA.
503/8' DIA.
3/8' DIA.
3/8' DIA.
3/4' DIA.
1/2' DIA.
i5'-0'
r -B'
1/2' DIA. .
1/2' DIA.
I/2' DIA.
Tow? DIA.
1/2' DIA.
I/2' DIA.
I' CIA.
3/4' DIA.
20' -0'
2' -6'
1/2' DIA.
1/2' DIA.
1/2' DIA.
9x/ DIA.
1/ DIA.
V2' DIA.
I' DIA.
3/4' DIA.
WIDTH
SIp
RDGE
EDGE
NTER1QATE rRAAE
:RONT MATE
COLS
- CP
BOTT.
VERT.
r.
TOP
BOTT.
VERT.
10' - 0'
1/2'
3/4'
3/4'
3/4'
4/2'
3/8'
r -6'
3/4'
1/2'
3/8'
I'
15'-0'
t'
1'
3/4'
r
1/2'
3/8'
2' -3'
1'
1/2'
3/8'
r
20'-0'
r
r
r_ 1-(/4'
V2'
1/2'
2' - 9'
r
1 /2'
3/8'
r
RAFTER SPAN
S• 7o r
r 7o r
o' 7o r
r, Tor
n 70 30
r 70 rr
n• 70 30'
SINGLE PIPE
3/4'
r
1-1/ 4'
'
-
-
1/2'
TRUSSED PPE
TOP
1/2'
3/4'
r
r
r
1 -1/ 4'
B
3/8'
1/2'
1/2'
3/4'
3/4'
1'
VERT.
3/8'
3/8'
1/2'
1/2'
I/2'
1/2'
WIDTH
h
PPE SIZES MIA.)
REIS
- OP
.Tau
5' -0'
r -0•
301/2'
1/2'
1/2'
10' -0'
2'-0'
501/2'
1/2'
1/2'
15' -0'
3'-0'
701/2'
1 /2'
1/2'
20' -0' 4' -6'
901/2'
1/2'
1/2'
CANT. SPAN
3'/5'
6'/9'
10712'
13'/16'
17720'
10P
1/2' DIA.
3/4' DIA.
r DIA.
1 - 1/4' DY.
t 2* CIA.
90T70N
1/2' DIA.
3/4' DIA.
r DIA.
1 - v+' CIA.
1 -1/2' OM-
AGH.
r - 0•
I' - B'
3'-6'
S' -4'
7'-4'
PROJ.
AS
FBART
1/2'
I/2'
6' -O'
1/2'
3/4'
10' -0'
3/4'
r
41001 TO 1111.014C
BACK BAR
s.
OACINAL
T FAO, SZC
lingoes 14 (Amin
SECT016
//-- V? MA. NANCITS 70 BE
MAIAY A•OQ10 TO
STRICTIA AL Kam CM COL1Yl
EDGE
/4 01*. 12?.
LOGIN TO • TATPLI OP 3.•
SPAN 10TH • Wa6N OF 200
14 - SPANS/
DELTA 11lIOER55 ON
ALL 20-O CJNTLEVE76
TOP-,
BOTTOM
SPAN
INTO CONCRETE
(USED WITH 1/2' X 2' EXPANSION SHEILDI
TYPE I
TYPICAL ANCHOR CONNECTIONS
'orb ALL 064153316 own' rot 1. AK FOR OwETOIS.
J I�v01T1r/�l \1V
TRUSS RAFTERS
ALL ANCHORS ARE TO 8E SPACED NO GREATER THAN 3' -0' APART.
SPECIAL ANCHOR SITUATIONS ARE TO BE DESIGNED BY A REGISTERED ENGINEER.
TYPE 4
NOTE? All PIPE SIZE 0IMENSI0IOSAMBEERS.
INTO WOOD OR METAL
i a
FR027 SPAN
BACK BAR
P1 PC La■
BASE RATE rX6•41/ r
11741 2 - S /K' ILTI 011 BOLTS
10R E0UAL/
ALTERNATE COLU►AN BASE
FOR USE ON EXISTING SLAB
YYPCY F3OT10 •-■„,
‘L : 1■■b. 6 ■.
010
14+0011 70 LLONO
TRUSS 9446
7lr COIO
FLAT- TRUSSES
COLUMNS. 3.'43.,00 0 aJr-Cr zv- C"rtol41 SPANS
TYPE 2
VERTICAL BARS
Fvr DA. FOR 29•-0' MIEN! SPANS
OYCONAL BARS
T'
0
UT0.4CTION
SIDE ELEVATION
3/4' TO 1 -1/4' DIA.
SAME AS BACK BAR 1 r,/ / EXP IE WEDv�" 6 A1- 1C140FA1-1C1-401‘. N E:
OT' Use Vii 11.4349 Err e4,fLP5 .26.3 ' wecNsr
►rc•ea t 06'L!c ... To C O..0 V,IE
- r110NT BAR
FRONT ELEVATION
ANCIOR 70 BLLEO
TYPE 6
OYCONALS N ENO *411k ‘ .1 % 4 V.\
PAKLS USE yr DIA. ___
FRA14S OF O'S' ►
EOOE B•A _
n 0. ` �� `�
da
� ' 3/3. JS' • 2 N 3T
Ga• a< c•s• ► 2C 607115
TYPCAL COI0+ETE r00T110
3.-O DY. 3 0' DEEP
TN 3/4• DY.2 1 -6' LONG RE
WELDED TO PPE COLUMN.
TY
N S Al r -3'
N
5B
NERAL NOTES:
11 5
TYPE - 3
ANCHOR TO BILDIO
TYPE 5A
EDOE SO
VERT. BAN ON 6• ► 20' UHTS
HORIZAW4 AT AMMAN ON 6' • 20' CANT'S
r DIA. moon sax m►.1 WH6 5 EU EO K P•411 'L►'t pn.RT RUSS
_ INS •140414 LI 101 '3.'j Z -f.I San 11
}!OTT. e:MS AAA{ P}E OMt TTEt,
L • OF AWNING SUPPORTED ON BUILDING.
2. ALL •- TO BE ASA SCHEDULE 40 GALVANIZED.
3. ALL DS ARE TO COMPLY 61141 1.6.5. CODE. LATEST EDIT141.
4. COVER KID PITH ALUMINUM PANT.
5. ALL S ' TURES ARE DESIGNED N ACCORDANCE WITH THE FOLLOWING •C0DE51
0. 5 TN FLORIDA 83LDNG COOS SECTIONS 2306.6. 4305.3 AN0 4303.440).
01. 11ERN STANDARD BU1DNC CODE SECTION 12052 III.
c. CUT OF NEST PALM BEAN ORDNANCE MOOFICATION TO 50UTIERN STAIQARD
DING CODE SECTIONS 2201.3141441
6. CANVA A6NNG5 SHALL BE REMOVED MIEN 6ND5 REACH MAXIMUM 64101E GALE
FORCE OR INSTALLED N SUCH A MANNER THAT IT ILL RELEASE FROM THE FRAME.
61714 /A 614 LOAD OF FIFTEEN 051 P0LND5 PER SOUARE (001.
7.111 S 6171413UT CANVAS TOLL CARRY 140 MLES /HOUR 6NDS
((Guy. LOAD • 50 LBS /SO.FT1
CANVAS AWNING FRAMES
STANDARD FRAMES FOR
.63E 3.6711.;1y_c- Po4Yo:S _P.W1a
ale 0 14• E.�1''_- °A11_E MltstHl�L`
ANGELO J. G. TIBERY
PROrnwO11AJ. E Nmt
t1 __ AT 3.w. 14361
011:01 _AM nm aw
.I4-T•111
INV ANNA
/I
THESE PLAITS ARE APPROVED POI ISSUANCE* SKIN G PERMIT
p WITH NO WNRIANCES p WITH YARIANEM) US1ED IN t9EMORKS'
NO OTHER DEVIATIONS PROM THE MIN II MORES SKIING AND ZONING
ORDINANCES WILL BE PERMITTED. UNLESS SPECIFICALLY LISTED BELOW.
ALL OTHER APPLICABLE STATE ANSI COUNTY UV* MUST /E ISMPUER
WITH BY ALL
^FPAITMENT
; PVC
PU I'.;E D PA:3Ti.IE
PLAii 1 .0 a e. .
:!LL.AGE LOU ..
PRELIMINARY:
REMARKS:
AmthlrRSi: Vfftrr, DAN
APPROVAL
FINAL
•:
COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED
BY MIAMI SHORES VILLAGE IS REQUIRED, THE ARCHITECT, BUILDER A
SUB CONTRACTORS ARE Ct=•: ' rt' ►' • X..1:111/A ref AU !PI
ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.