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i roroswORMI
212n S.W. 25th. STREET
MIAMI, FLORIDA 33133
PROPERTY ADDRESS; 1059 N.E. 98th, STREET, MIAMI SHORES, FLORIDA 33138
LEGAL DESCRIPTION ; LOT 14, BLOCK 179, OF 'REVISED PLAT OF TRACTS 1788, 178C, 179A, 179B, 179C, 180A AND N.1/2 OF 180C,
OF REVISED PLAT OF MIAMI SHORES, SECTION 8, AS RECORDED IN PLAT BOOK 31 AT PAGE 41, PUBLIC RECORDS OF DADE COUNTY,
FLORIDA", ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 43, AT PAGE 69, OF THE PUBLIC RECORDS OF MIAMI -DADE
COUNTY, FLORIDA.
■
F.I.P. 262.34'
0314•
PC)
A • ARC DISTANCE
A/C • AIR CONORiONER PAD.
A.E. • ANCHCCI T EAMQNT.
B/C • - DULD CO a RNE3i.
B.M. • BENCH WR(.
B.O.D. • BASS OF BEARINGS.
C) CALCULATED DIMENSION.
�CQQC .�B.. • CATCH BASIN.
A • CENTY KLL�
r
C ELEVATION.
BASED ON THE FLOOD INSURANCE RATE
REVISED ON 7/17/94 THE HEREIN
ZONE AE BASE FLOOD ELEVATION
PANEL NUMBER 0093 SUFFIX
J
LEGAL NOTES
CH • CHORD DISTANCE.
H. B. • CHORD DE RiING.
C LL r. • UUN FENCE
CONC. - CONCRETE
c.. -
CONCRETE SEA&
DA. DEt EASEMENT.
• D.M.E. • MANAGE aY
MMNTF? ONCE EASEMENT,
MOO - DMS11NO FlEVATKNN.
ANIANO J. GARCIA, PLSM. PH. (305) 856 -4566
LAND SURVEYOR & PLANNER FAX. (305) 856 -4699
'n 1 CI_Ska-Q__.` ( \ 0 v 01,4) 1
LOT 13, t
BLOCK 179
Zoning
Approvec„
wch j e-z1.ce
D • OWE.
DR. W. • DRIVE WAY.
ELEV. • ELEVATION.
OCR. • ENCROACHED.
ETA • ELECTRIC TRANSFORMER
F.D.H. • FOUND DRILL HOLE
F.F.E. • FINISHED FLOOR ElEVAT
F.H. • FIRE HYDRANT.
F.I.P. • FOUND IRON PPE
F.I.R. • FOUND IRON ROD.
F.N. - FOUND NM..
FT. • FEET.
V1(- -NI • CHA14 URN FENCE
F.I.P.
0314'
VI SUAL ENCROACHMENTS NOTED;
CONCRETE WALL, ALONG THE EAST SIDE, ENCROACHES
1 .25 FEET INTO THE RIGHT OF WAY OF N.E. 98th, STREET.
MAP OF THE FEDERAL EMERGENCY AGENCY
DESCRIBED PROPERTY IS SITUATED WITHIN:
8' COMUN[TY NUMBER 120652
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.
EXAMINATION OF THE ABSTRACT OF TIRE WILL HAVE TO BE MADE TO DETERMINE RECORDED
INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICA-
TIONS, UMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. LEGAL DES-
CRIPTION PROVIDED BY CLIENT. THE LIABILITY OF THIS SURVEY IS LIMITED TO THE COST
OF THE SURVEY. UNDERGROUND ENCROACHEMENTS, IF ANY, ARE NOT SHOWN.THIS FIRM HAS
ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS AND /OR UNDERGROUND IMPROVEM
OF ANY NATURE IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. W
ELEVATIONS ARE REFERRED TO N.G.V,D. OF 1929. THE CLOSURE IN THE BOUNDARY SU
IS ABOVE 1:10000.
LEGEND AND
N NA,P I • NOT A PAR'
r1 9.
CONCRETE
DRIVEWAY
GRAVEL
REVISED ON
REVISED ON
ANIANO
10' ASPHALT PAVEMENT
ONE STORY
RESIDENCE
# 1059
_k1 },1
PORCH 1
"11
EVtA'11
BRQNS
16' (ALLEY)
SKETCH OF SURVEY
LOT 14,
BLOCK 179
2
95.W (R&M)
26.50' PARKWAY
N.E. 98th. STREET
(75' TOTAL R/W)
DATE OF FIELD WORK 07 -23 -2001
THIS CFRTIFES THAT THIS SURVEY OF THE PROPERY
M
DESCRIBED HEREON V(6S. E UNDER UY
AND 1HAT SAME MEETS THE MINAHJM
STAN• SET FORM BY THE FIARIOA BOARD
• • 1 . AND MAPPERS IN CHAPTER 61611
INISTRA]1VE CODE, PURSUANT
FLORIDA
, UG]SED SUm AND
(BOUNDARY SURVEY)
SCALE 1 20'
FLORIDA
027,
19.08' —
x— x —x—x -_
F.I.P.
-1,90' CL
LOT 15,
BLOCK 179
F.I.P.
03,4'
01
CERTIFIED TO:
MICHAEL GORMAN AND ANN GORMAN,
PIERCE H. MULLALLY, ESQ. P.A.
ATTORNEYS' 11111 INSURANCE FUND, INC,
WASHINGTON MUTUAL BANK,
ITS SUCCESSORS AND /OR ASSIGNS.
ORDER NO. 01 -0742
1
IN. k E3. E • INGRESS # G.V.D. • NATIONAL GEODETIC P4 • PLANTER OR PLACE. R DIMQ151 I P. • SET I l 5103
MESS EASEMENT. MTV/ DATUM. P • PROPERTY UNE v • RECORDED
LB • IJCFINSED BUSiNE73 NTS • `T TO SGALL P • PA7FESlEOYL UYO S7iEAIL • RAOML S.P. • SCR@lED PORt3N.
1.1E • LOWEST FLOOR MOON. NO. OR •NUMBER PI.Sll • POSPEE 01YY. LAM RD. • ROM. ST. ■STREET.
M.L • LAI
L • D 140U8 Z E NLQE
EMI • UTIUTY UNES. SJIAMOI 8 WPM REd -Fad STY. •STORY
W. •LANE. UOFNT O H. .• OVER FIA1N0. P.O.D. - POINT OF BEGINMNO. RGE • RANGE S.W.K. • $DE WANK
L P. • POI2. 0/5 • OFF SET. P.O.C. • PEW 0► CGYiENCtNQR. FELL • READ LAND T - TANGENT.
.. MEASURED DIMENSION. 0.R.5. • OFTKON. RECORD BOOK P.R.C. MO
SE • POINT OF SE SURVEYOR. TW S. • TOWNSHIP.
' • MINUTES. P9. • PEAT BOOK. pall. - PERLMD . RREFV!D CL • RADIUS POINT. U.E. ■ UIUTY EASSONT.
W/L OR K - MONUMENT LINE P.O. • POINT OF CURVATURE. MONUMENT. q��, • •RAE ROAD U.P. • UCL1Y POLE
WO N. • MONUMENT, P.C.C. - R. .• EA. R/W •• POINT OF COMPOUND PROP, DO PROPERTY CORT RIGHT OF WAY. UTY. • UTRUTY.
CUM. P.T. • POONO OR LWOQNCf. S - SOUTH. • • sT.
PWT. • PAVEIADif. • • SECONDS. *1. OD FENCE
• WOOD FEM PO. • PAGE PWY. •PARK -WAY. SEA. • S1xCTI0N. W M TER WEWEA.
.1Zi7 • D B.! WAU P.C.P, • PERMANENT CONTROL POINT. W.V. ,tER VALVE.
I I III ■II ■ I M1111111111111 I 11111111 1111111
GENERAL NOTES:
E P
AN
SCALE: 1 /1 6 1 ' - O"
1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING:
A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR
SPECIFICATIONS).
B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION.
C.ALL APLICABLE STATE AND LOCAL CODES ORDINANCES AND
REGULATIONS.
D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE
UNDERWRITERS
2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE
THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE
PRECEDENT OVER SCALE.
3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE
JOB UNLESS OTHERWISE NOTED OR SHOWN.
4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE
ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A
DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT
FOR PROPER ADJUSTMENT
BEFORE PROCEEDING WITH THE WORK.
5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE
CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALLL
SECTIONS OF THE SPECIFICATIONS.
6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE
CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR
CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR
CONDITIONS THAT ARE SHOWN.
7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY
PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED
METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES,
ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY
BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE
SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR
ADJACENT WORK CAUSED BY HIS OPERATION.
8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE
PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS,
SO AS TO THROUGLY UNDERSTAND THE WORK. ANY AND ALL
DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT
PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS
ARE REPORTED AND CLARIFICATION OBTAINED.
9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE
WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE
AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION,
COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY
DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR
SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL
COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND
PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE
CONTRACTOR.
10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE
CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR
CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR
CONDITIONS THAT ARE SHOWN OR NOTED.
11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL
BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT
PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER.
12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TOTHE JOB IN
ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS.
13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER.
A FENC
SCALE:
1 »
LEGAL DESCRIPTION
LOT 14, BLOCK 179, OF "REVISED PLAT OF
TRACTS 178B, 178C, 179A, 179B, 179C, 180A
AND N.1/2 OF 180C, OF REVISED PLAT OF MIAMI
SHORES, SECTION 8, AS RECORDED IN PLAT BOOK
31 AT PAGE 41, PUBLIC RECORDS OF DADE COUNTY
FLORIDA ", ACCORDING TO THE PLAT THEREOF,
RECORDED IN PLAT BOOK 43, AT PAGE 69, OF THE
PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
SCOPE OF WORK
1) NEW 5' -0" HT. WOOD FENCE.
W /(3) 3'- 0 "X5' -0" SWING GATES
1
0 "
CT ON
ISM
4'X4" P.T.
WOOD POST
2 "X4" P.T.
WOOD POST
1"X6" WOOD
SLATES
1'- 0 "X3' -0"
CONCRETE FOOTING
VA T ON
MIN. 40 S.
FOR TRASH
CANS
17' -8
ti
NEW 3'- 0 "X5' -0" HT
SWING GATE
EXISTING
RESIDENCE
# 373
15' -0" ALLEY
NEW 5' -0" HT.
WOOD FENCE
85' -10"
95' P.L.
NEW 3'- 0 "X5' -0" HT
SWING GATE
PROPO
SCALE:
V » 9
19' -8"
Z0nl;:
•___.�-D °emu
AN
0
N
Pti
EXISTING BLOCK
WALL TO REMAIN
1,
l"
REVISIONS
PERMIT SUBMISSION
7-14-04
BY
DRAWN
M.M.
DATE
7-10-04
AL
AS SHOWN
JOB NO.
04
SHEET
OF 1 SHEETS
CHECKED
M.A.C.
DRAWN
M.M.
CHECKED
M.A.C.
DATE
2 -9 -01
. SCALE
•- AS SHOWN
JOB NO.
,' 00
SHEET
A
OF 1 SHEETS
0 0 0
20' -11
/ le SIDF SFT
GENERAL NOTES:
AREA OF
WORK
CK G �I 111" 11 111l i '
X11 II
�
n�1 hl111l. . !
E P
AM
0 SCALE: 1 /1 6 "= 1 ' —O"
1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING:
A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR
SPECIFICATIONS).
B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION.
C.ALL APLICABLE STATE AND LOCAL CODES ORDINANCES AND
REGULATIONS.
D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE
UNDERWRITERS
2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE
THE RESPONSIBILITY OF THE SUB — CONTRACTOR. NOTED DIMENSIONS ARE
PRECEDENT OVER SCALE.
3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE
JOB UNLESS OTHERWISE NOTED OR SHOWN.
4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE
ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A
DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT
FOR PROPER ADJUSTMENT
BEFORE PROCEEDING WITH THE WORK.
5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE
CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALLL
SECTIONS OF THE SPECIFICATIONS.
6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE
CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR
CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR
CONDITIONS THAT ARE SHOWN.
7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY
PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED
METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES,
ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY
BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE
SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR
ADJACENT WORK CAUSED BY HIS OPERATION.
8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE
PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS,
SO AS TO THROUGLY UNDERSTAND THE WORK. ANY AND ALL
DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT
PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMISSIONS
ARE REPORTED AND CLARIFICATION OBTAINED.
9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE
WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE
AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION,
COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY
DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR
SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL
COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND
PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE
CONTRACTOR.
10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE
CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR
CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR
CONDITIONS THAT ARE SHOWN OR NOTED.
11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL
BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT
PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER.
12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TOTHE JOB IN
ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS.
13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER.
2 "X6" WOOD BEAM
TYPICAL DETAIL CONNECTION
(FLOOR JOIST TO WOOD BEAM)
SCALE : 1" = 1 '— O"
( ° c,
.)1 11u) LL(}toE---0
,ry^ S � oco/it (?'
2 "X6" FLOOR JOISTS
HUGHES UH28
JOIST HANGER
DADE COUNTY
APPROVED HURRICANE
STRAPS @ EACH 2 "X8"
JOISTS
0
(2) 1/2"
BOL BOLT
2"
STRINGER & 4X4 POST.
4X4 P.T. POST, FOOTING
& BOLTS BEYOND
1A �
N
r.
N
M
v)
M
1
' z4X /5 x Z FA
TYPICAL STAIR FR A 1V4.�hd'✓
SCALE : 3/4" = 1' —O" &.
8' -4"
2 X 12 NAILED
FULLY TOGETHER
ci,
7'
19' -4"
NUMBER OF TREADS
TO BE DETERMINED
BY EXIT. GRADE
MAX. 7" RISER AND
1' -0" TREAD
)t \
1'-o"
4 -4"
ICJ
ccn 'Q Wl
(4 , O L {
8'
25' -8"
N
� » s
42" HT. HANDRAIL
W /2 "X2" PICKET
MAX. SPACING 3.99"
5 -4"
2x6 DECKING
2 "X6"
TYPICAL DETAIL CONNECTION
(4X4 POST TO FOOTING)
SCALE : 3/4" = 1 '— O"
4 "X4" P.T. WOOD
POST IN 1'- 0 "X3' -0"
DEEP CONCRETE
FOOTING
9 , -4 „
2 "x6" DECKING
TYPICAL DETAIL CONNECTION
D (DOUBLE 2X6 TO 4X4 POST)
7:1) SCALE : 3/4" = 1 '— O"
SCALE: 1
LL / 1.(.1
y - L & _ _ 6'
L 7,'6t.)
4 "x4" WOOD
POSTS (TYP.)
2 "X
DECKING
2 "X8" PT. LEDGER
W/ 1/2 1) EXP. BOLTS
AT 24" O.C.
(1) 2 "X6" W (2) 16 d
NAILS ( EACH INTERIOR
POST
P 0-)0SED
FLOC
/2 _.r►_
-..,1.
k
1
J
r
r iamb
z
Q
0
1 ►'
a 1—
< W J
re
J "-
J
W
H
U W
LLIZ
Q 2 S
U U V)
Y Q
IX M 2
a
M M
to
to
co
I
co
N
11 1 ° <
Q 0
0
CD 'C
L�
Yamil Kuri, P.E.
3580 Rockerman Road
Miami, Florida 33133
Voice: (786) 290 -7283
Fax: (305) 860 -5657
Civil/Structural
FL P.E. # 44726
FL S.I. #1085
by iy4N fs. A/1ND I"A.,.5sa
a NO 8 Jr w /NaorvS /peo_A
Gv /ND p
fe 776 & ( 30 ' , 4/1',
Zoivfi 4 (14(, H ,DH)
35.3 4 36.3)a �-3��4 y�3
38 ,2 - ¢2. Psf
ZdNA
(iio tip, )
f. 39 psf ( seN,g 45 zoN, 4
47'2.A(54 -47.2 )o.G -5/ -¢ = - 52 fs/c
fA66 7" ' /Go12P (/5' 4 >t/°,
Zo'iI 4.
f ay X / - 7 1 9 - 7 /
- 4'2)t /'21 _ - 5/ es,
zoNg
f /,2/ = 7` P
-.52- /• 2./ s f' 5f
w.
.,
•
0
0
1 SCALE: 1/1 6 " =1 O
V° A
R
ST
SCALE:
10' ASPHALT PAVEMENT
95.00' ft
N.E. 98TH STREET
95.00' FL
4
EXISTING
(1) STORY
#1059
AN
A-
CIIURA
LEGAL DESCRIPTIO\
LOT 14, BLOCK 179, OF "REVISED PLAT OF
TRACTS 178B, 178C, 179A, 179B, 179C, 180A
AND N.1/2 OF 180C, OF REVISED PLAT OF MIAMI
SHORES, SECTION 8, AS RECORDED IN PLAT BOOK
31 AT PAGE 41, PUBLIC RECORDS OF DADE COUNTY
FLORIDA ", ACCORDING TO THE PLAT THEREOF,
RECORDED IN PLAT BOOK 43, AT PAGE 69, OF THE
PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
GENERAL NOTES:
1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING:
A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR
SPECIFICATIONS).
B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION.
C.ALL APLICABLE STATE AND LOCAL CODES ORDINANCES AND
REGULATIONS.
D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE
UNDERWRITERS
2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE
THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE
PRECEDENT OVER SCALE.
3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE
JOB UNLESS OTHERWISE NOTED OR SHOWN.
4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE
ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A
DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT
FOR PROPER ADJUSTMENT
BEFORE PROCEEDING WITH THE WORK.
5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE
CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALLL
SECTIONS OF THE SPECIFICATIONS.
-51 PSF. / +47 PSF.
- 51 PSF. / +47 PSF.
6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE
CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR
CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR
CONDITIONS THAT ARE SHOWN.
7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY
PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED
METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES,
ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY
BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE
SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR
ADJACENT WORK CAUSED BY HIS OPERATION.
8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE
PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS,
SO AS TO THROUGLY UNDERSTAND THE WORK. ANY AND ALL
DISCREPENCIES AND OMISSIONS SHALL BE REPORTED TO THE ARCHITECT
PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS
ARE REPORTED AND CLARIFICATION OBTAINED.
9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE
WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE
AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION,
COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY
DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR
ASOU
S CALE: 1 /4" -
-51 PSF. / +47 PSF.
/A N 0 FR
S CALE: 1 /4"= 1
- S
S CALE: 1 /4" = 1
SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL
COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND
PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE
CONTRACTOR.
10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE
CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR
CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR
CONDITIONS THAT ARE SHOWN OR NOTED.
11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL
BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT
PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER.
12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TOTHE JOB IN
ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS.
13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER.
COLV\ SC
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REVISIONS
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I
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/8
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i 1
At V II
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Lot 14 Block 179, RLIVISSD PL111`--OP TRIM
1708, 1780, 170A, 1793, 1790, 1804 AND
NORTH one half 1800, of RSVI3. D gi.Afth OF
MIAMI 31I0J3, aitOTION 8, aoo3ting to
the Plat thereo recorded in Plat Soolt
43, at page 69, of the Publio Records of
Dade County, Florida.
Ord 1/ 664
»'.a. 14 -6
:January 22, 1964
3oale s Shawn
Z kfr Rk i3( v.13Ft`l Ins ghat the attached
9 344 vH 0 31.111`f X of the a above desoribec
property is true and cojreot to the best
of my knowledge ar4 belief as recently
surveyed and platted .under my direotion
k A330JIAr[ LAND 3URVlif0R3
Nil. N. Tolbert
Registered Land surveyor (889
3'P ATS OF FLORIDA
I
/7
/8
` ZGfa
b
/4(29 .
. =
,,
d 4
9
i 1
At V II
c,41
J5`
/"1f
Lot 14 Block 179, RLIVISSD PL111`--OP TRIM
1708, 1780, 170A, 1793, 1790, 1804 AND
NORTH one half 1800, of RSVI3. D gi.Afth OF
MIAMI 31I0J3, aitOTION 8, aoo3ting to
the Plat thereo recorded in Plat Soolt
43, at page 69, of the Publio Records of
Dade County, Florida.
Ord 1/ 664
»'.a. 14 -6
:January 22, 1964
3oale s Shawn
Z kfr Rk i3( v.13Ft`l Ins ghat the attached
9 344 vH 0 31.111`f X of the a above desoribec
property is true and cojreot to the best
of my knowledge ar4 belief as recently
surveyed and platted .under my direotion
k A330JIAr[ LAND 3URVlif0R3
Nil. N. Tolbert
Registered Land surveyor (889
3'P ATS OF FLORIDA