RC-07-1859_Plans eeee°ee°°°°
r1AA.-AA...eeeeeeeeeeeee GRAPHIC SCALE eee °eee° °eee
eeeeeee ° ° ° ° °e ee eee
en e
20 0 10 20 40 80 • e e
A ° e
A e
A
e
_ A e
5T is y ^� ' - ' , .a ®.� �' e
(0 o vey ( IN FEET) ° e ® e
`- - - - ° I 1 inch = 20 ft. LEGAL DESCRIPTION: The West 12.50 feet of Lot 20 and all of Lot 21, Block 4, EARLETON SHORES, a oo e
� ,��• ;a•' o� 0 according to the Plat thereof, as recorded in Plat Book 43 at Page 80 of the Public Records of Dade 0 ° e
a ,. County, Florida, now known as Miami —Dade County, Florida. e J e
f " "�` +""' 9 8 7 G S 4 3 2 / SURVEY FOR: 1200 NE 97TH STREET °
/p b MIAMI SHORES, FLORIDA 33138 a ®Q o e
l -- -- 11 S'l'oS end yS6 Ni e 0) e
I HEREBY CERTIFY: That the SKETCH OF SURVEY of the above captioned property
e I e
was completed u nder my supervision and /or direction, to the best of my knowledge and belief. ° ° "� e
a to n
12 /3 14 15 /6' 17 18 • 19 20 0 This survey meets or exceeds the Minimum Technical Standards set forth by the Florida Board e N i T:• : "°' I 30 ". of Land Surveyors in Chapter 61G -17 -6 Florida Administrative Code. Pursuant to Section D —, 472.027, Florida Statutes. a e
0 LO
0 1 O R OEM • / ce e -0 n
EJ
P i�or o� a 9IAt es � j "' .. D E SURVEY N . r i
h.
e w e
s DELTA SURVEYORS, INC. , ` e o 3 O
+w o nl 13052 SW 133RD COURT �`� ° N = e Al
I .. O /9 18 17 /G /5 /4 /3 /Z // til MIAMI, FLORIDA 33186 WAL F. PA DATE SIGNED__ —___— =#=a � °- e
" L I PROFESSION SUR
_ YOR AND MAPPER o ° e
J � • j t !i .> e ? b b ENO. 3 4 e e
o zoo CERTIFICATE OF AUTHORIZATION STATE OF FL RIDA e
r A'01i T/,.,sOC.M CS G do O'i3S•thvnd /031. fG A'o>®: 's %lr� ,04WOO'IAW- tiVeOlPa —' r L.B. N0. 3386 e e
+ �� r Lbs�ofthC 3 bf! Car. MN' y Sec SS -42 poro / /v/ Yb Sa�/ri lime ae+�lYW. 9tc SS3 e2 j jsl e ° e
+ ::; t' ._t + I STATE OF FLORIDA e e It
A, e
305 - 253 -0909 ° e , ° It
°
A e
FAX: 305- 253 -0933 e °
°e e
e en
ee e
eee ee e e
AAAAAAAAAAAAA&A
°eeeeeeeeeeeeee
LOCATION SKETCH: NOT TO SCAL 1)FLOOD ZONE X PANEL NO. 0093 J ee e e eee a °e °eee e
A e e e e e e e e e e e
A ee e e e e e e e e e e
ee e
COMMUNITY NO. 120652 DATE OF MAP: 7 -17 -95 e e e e e e e e
2)THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON Surveyors, e
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS Land Planners e
COUNTY & Mappers e
3)EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO
(60' Total Right—of—Way—Line) DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY e o
LIES, IF ANY ARE SHOWN IN e° °
TION AND IDENTIFICATION OF UT
ILITI eeeeeeeeeeeeeee
•• ��� eeec°eneeeecnne
' • • 4 LOCA
Centerline . ACCORDANCE WITH RECORDED PLAT A A A A A A A A A A A A A A
:.: eeeeneeeeeeeeee
�� 5)OWNERSHIP IS SUBJECT TO OPINION OF TITLE
-�7t � � - � E- -
-TR-m=om
•
.. .. _ 6 )TYP E OF SURVEY BOUNDARY SURVEY
21' Pavement 7)THE HEREIN CAPTIONED PROPERTY WAS SURVEYED AND {DESCRIBED BASED
' ON THE SHOWN LEGAL DESCRIPTION: PROVIDED BY CLIENT
' ; 0 8)SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
: :•. _• R -25.00 _'" ::.••',:' . Set %" Rebar ° AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
L =33.67 r (Found #3284 20 Parkway ° 9)THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF
(Fd 03- 04 -08)
Tan =19.94 THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO
ANY UNNAMED PARTIES
A77'0A ecord Se Measured =79.59 0 0
: — — — I 10)UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE
° a ° z o APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR
° 2 a CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL
J o a X �o' 90'00'00" o o BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON.
Concrete Block ° I 0 0 11)THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF
r ':' •` ,moo, o Wall (TYP) `" Wood Fence (TYP) — FENCES. MEASUREMENTS SHOWN HEREON DEPICT PHYSICAL LOCATION OF
00 ; ,\'� v
;..
X
Plan er FENCE
J ..' o° o • . 0
8 40 12)ACCURACY: THE EXPECTED USE OF LAND AS CLASSIFIED IN THE MINIMUM
w 2 0.11' -- 0.30
. • �,� o o 10.8q TECHNICAL STANDARDS (61G17 —FAC), IS _ SUBURBAN THE MINIMUM RET ATIVE
16.50 o E ry `° I to DISTANC ACCURAgY,, FOR N TH E 0 pOUNDARY SURVEY IS Jr FOOT IN 7,5 Q FEET.
,`
ACCU A
CS' OBTAINEflr 6 S12 ENT, AND CALCULAIOAI OF CLOSED r '•. `'' �' a �• 29 70' I p GEOMETRIC FIGURE WAS FOUND 0 EXCEED THIS REQUIREMENT
13)IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN
0 r T7 0 one -story Residence I �; o �� EXAGGERATED TO:. MORE CLEARLY ILLUSTRATE RELATIONSHIPS
0 o 1200 NE 97 Street L - 0 J BETWEEN PHYSIQL IMPROVEMENTS AND /OR LOT LINES. IN ALL CASES,
44 S �. c i Lowest Floor Elev.=--f-112.64 I U ® m DIMENSIONS SHOA SHALL CONTROL THE LOCATION OF THE Y
.[ `•. Wood Fence (TYP) M 0 L o
N
19'70 IMPROVEMENTS OVER SCALED POSITIONS.
tx 0 2 p 14)NO ATTEMPT HAS BEEN MADE TO LOCATE ANY FOUNDATION BENEATH
,;, ° 0 0 THE SURFACE OF THE GROUND. w
6.30 26.70 I 15)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK
q�j n ( LL ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION.
0 : + 9 Planter 0
16)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK
Addition Z ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. ~
.• IL 14.00 Lowest Floor Wood Deck I 0 Q
o N El v.= +12.22' I L 1= 17) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
13 N I N o I 0 0 SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE DATE:
v (r 38.50' I m o SIGNING PARTY OR PARTIES
n 03 -05 -08
Wood I IF ELEVATIONS ARE SHOWN, THEY ARE BASED ON A CLOSED LEVEL LOOP USING THIRD ORDER SCALE.
�, +\ 1 0.14 PROCEDURE AND ARE RELATIVE TO THE NA11ONAL GEODETIC VERTICAL DATUM OF 1929. ,
3 6' " N :ASPHALT +�+ Chain Link Fence (TV) 98'00 00 0.0 DENOTES EXISTING ELEVATION 1 = 20
77'09 50 — _ — _: — — — _�+ _ — — — — — — — _ ELEVATION REFERS TO THE NATIONAL GEODETIC VERTICAL DATUM OF DRAWN BY:
5' Utility Easement x
MEAN SEA LEVEL OF 1929 Y. F
Record 8t Measure 124.26' o Set %" Rebar BENCHMARK: B -62 ELEVA110N: +8.65'
LOCATOR INDEX: 3250S DRAWING NO:
Set Rebar r ,, / o Cap #3284
Cap #3284 10' Pavement / 5 ALLEY (Found 03- 04 -08) 08 -0113
(Found 03 -04 �)• — - — - — • — FIELD SURVEY DATE: 12 -13 -07 SCALE: 1' = 20' DRAWN BY: Y.F.
•
SHEET N0.
� Thte Ltne to 600.0 North or and por��e� DRAWING DATE: 12 -14 -07 FB:- SKETCH 000 NC'.: 07 -0860
I to South Line of SW Corner N. w. r4 Section 5 -53 -42 REVISED DATE: 03 -04 -08 (FINAL SURVEY) NEW DRAWNG: 08 -0113 Z 1 OF 1
i MIAMI SHORES
M Ca Ti
MAR 2 5 2300 A Alb
B Y: - - --V-- -- - - - - --
Vl
RG 7
BY DATE
_
^ NII,G D EP
BL DE PT
}tQ 6
_S, B.IECT TO COMPLIANT I i H ALL -EDERAL
STATE AND COUNTY RULES AND REGULATIONS
n�
REVISIONS BY
SW.45THSTREET
20' PAVEMENT
V
2 0.0' 40.0 20. 0'
Jc
p 4-J /
_ 20 PKWY
Ole
1,
N
:DRIVEWAY B
99.52
rn
/ ♦ � o
♦
M
/ Q O r�
® p H 0
3 I ExISTING ASPHALT DRIVIEWAY (no
I TO BE REMOVED LoL■ J
u 57
Ln
® 4-j
° I i � V N
c\z I I Q
I _EXISTING CONCRETE ■
WALK TO BE RE'IOI/ED PLANTE
i
..........
4 CBS WALL
OEM
LA E
W
:
SC ®�� OF WOR
: w
.............. •�'` f - RK°'101/E I/E . EXISTING ASPHALT DRI
oxiemms G EMOvE EXISTING CBS STORAGE RM
Z :........... :....::....:... .. .
z -R
N � t I< At FRONT u
REMOVE EXISTING E
•
® 1200 4.- REMOVE A PORTION CONCRETE
EXISTING REAR CONCRETE AS
/ +
LC) SHOWN ON PLANS. W
W S.- REMOVE EXISTING WINDOWS ON SOUTH SIDE Or
FAMILY ROOM.
0 (WINDOWS TO BE REPLACED BY SEPARATE PERMIT)
o W ...........
............ ui
M :.
11' 6"
-4 M 21
i u') v�
...
..
PLANTE PLANTE
0
a
GENERATOR . .. .......... d l da d a
_. a
�° d 'C
'W W Lu
° d O °
.. d p
/ a
/ T HI S SE MS%T O$ CONOR TO
a
- ° Q sTEPS Tv P � REMOVED fV
.. .. 4 0 4 d F
a. Q
°
d
STIORAGE P.M. I ` ° a a �--�
TO BE I . / a ° >
DEMOLISHED
U a a PLANTER
fL
d d d
C
G
a A d
Lu
WINDOWS
/ e ca
TD � a
REMQVED
W/
�; - ASP. ��
/ 0 1DR VEWAY 4 CLF
/ C\2 C.
[DRAWN
— — — 4' CLF
GHEGKEQ
124.26'
DATE
08- 28—®7
ui
W
SITE P L AN SCALE
W NORTH SCALE: 1/8 _ ' — o°
AS SHOWN
JOB No.
n
J
Ln SHEET
O R
0
N
®1
Q OF 5 SHEETS
Y s
G�
Y
M a:^Mi��or��_�
APPRO aqo
BY am g
ZONING DEPT DATE 2
B�DG DEPT vo 1001 UBJECT Tp C CMPLIA . ..
NCE i,, .�......
S T
T
H
A
T
E AL
-�.. AND C pUNTY R L FEDER
°._-,••_ ULES ANC R
E
G ULA TIpNS
b
CITY
COP
eeeeeeeeeeee
eeeeeeeeeeeeee
eeeeeeeeeeeeeee
eeeeeeeeeeeeeee
GRAPHIC SCALE eeeeeeeeeeeeeee
eeee eee
20 0 10 20 40 so e o 0
e ■ A e
ee e
q q
°° e
5T " ti a 1.7 ,..wi ° e
ee e
� ( IN FEET) o° � e A A
LEGAL DESCRIPTION: The West 12.50 feet of Lot 20 and all of Lot 21, Block 4, EARLETON SHORES,
- - - - - -, , b / ►.L. T - - 1 inch = 20 ft.
- e e 00 e
I by �� '�v� M I according to the Plat thereof, as recorded in Plat Book 43 at Page 80 of the Public Records of Dade ° mr, t 3 ' 3 ' 3z �, ' a 2s 1 County Florida now known as Miami - Dode County, Florida. w
a 10 M o
•/ • Aar _�1 9 8 7 6 5 4 3 2 1 n a e° I'- e
/0 I b SURVEY FOR: MIAMI SHORES, FLORIDA 33138 & e
' J/✓.90' �� -- — — — 3 e'cv �� _ 7SG +vi n e ® 'Q O q
t o — — — --
AV 'ML I HEREBY CERTIFY: That the SKETCH OF SURVEY of the above captioned property > ° 0 IR T ____ was completed under m supervision and/or dire I °
direction, to th
best
_ a P y P a of m knowledg and beli e � e
�I Y 9
/4 /5 !6' /? Ig • I9 20 0 '* This survey meets or exceeds the Minimum Technical Standards set forth by the Florida Board e° N e
of Land Surveyors in Chapter 61G-17-6 Florida Administrative Code. Pursuant to Section e ° > 0 o
�ssz
ro, ego a ys �r 472.027, Florida Statutes. AA U O �. o 0 e
P
0! 00 . Ot'M G/ e e `� e
%5 A e
00
p i p
aaot m �
n h %of sa o 'rd� � , -' DEL SURVEYORS, INC. e° M o
■f P, FiAt su e e a r'7 a
M
DELTA SURVEYORS, INC. �G� ?�� o e `- z e
13052 SW 133RD COURT �n o e
a r a h 19 /8 17 /G 45 14 /3 /Z I/ MIAMI, FLORIDA 33186 MILAGROS ANGEL -BELLO DATE SIGNED: GXo..!Y�� N °-
of 37s �� y ; . PROFESSIONAL SURVEYOR AND MAPPER o° a e
�__ _ ts _ 777 *A/1e 4F&Wd rea, NO. 6166 a n' M e
-k ' ' e
2 Oi STATE OF FLORIDA ° ° `r
f y ; �A'ofi2 Ti�iIP�M CsGOaOAfa fvS pnd /03Z.9s' _ _ — �(nr�� CERTIFICATE OF AUTHORIZATION
Xo: /Ww1h pfp�rd t e
eoa> oftha 0 W cbe* w A. 3eC �Sd-42 yoror /.� + Sar.,'.� IhAt asHt�r�, s�sc ss.� ez ��sl L.B. NO. 3386 e e e
t :. ": % =' ' STATE OF FLORIDA
ee q
305- 253 -0909
FAX: 305 - 253 -0933 0
ee a
e ee
ee ee
eee eee
eeeeeeeeeeeeeee
eeeeeeeeeeeeeee
LOCATION SKETCH: NOT TO SCAL eeeeeeeeeeeeeee
1)FLOOD ZONE: X PANEL NO. 0093 J eeeeeeeeeeeeeee
eeeeeeeeeeeeeee
A COMMUNITY NO. 120652 DATE OF MAP: 7 -17 -95 e e ee e e e
°
2)THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON °
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS e o Surveyors, s
COUNTY e ° Land Planners o
3)EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO e q &Mappers e
(60" TO to I R i g h t — O f— Way —Line) DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY e e J
ee e
4)LOCATION AND IDENTIFICATION OF UTILITILIES, IF ANY ARE SHOWN IN eeeeeeeeeeeeee
: Centerline ,� .::: ACCORDANCE WITH RECORDED PLAT e e e e e e e e e e °eee eeeeeeeeeeeee e°eeeoeee°e°°e
'' • -. -:.: c �� T TO OPINION OF TITLE
5)OWNERS HIP IS SUBJEC :..:.
� �� ' ' 6)IYPE OF SURVEY: BOUNDARY SURVEY
:. •.
: .• ..:.•
_. melt 7)TIIF HEREIN. GAPT!OA!_O PROPERTY WAS SL?RYEO AND DESCRIl3ED BASED
Pave
•
ON THE SHOWN LEGAL DESCRIPTION: PROVIDED BY CLIENT
I
o ° 8)SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE
r R -25'00 Set �" Rebar 1 Parkway o AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
�
:. L =33 .67 cap # 3284 20 y 9)THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF
Tan =19.94 THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO
�.,.. (=77'09'50' ANY UNNAMED PARTIES
_ — ecord 8c Measured = 79.59' 0 10)UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE
C:) APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR
r c X01 0 = a CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL
°• o X 0 �- BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON.
` `'`• : Concrete Block N I o 11)THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF
o W all () I - FENCES. MEASUREMENTS SHOWN HEREON DEPICT PHYSICAL LOCATION OF
XN U FENCE
_j _`° ?0.11' Pl ant er 1.10 0.30' 12)ACCURACY: THE EXPECTED USE OF LAND AS CLASSIFI IN THE MINIMUM
/ ? •` Uo 0 18'40 10.8q TECHNICAL STANDARDS (61G17 -FAC), IS "SUBURBAN ". THE MINIMUM RELATIVE
16.50 °o e ry I N DISTANCE ACCURACY FOR THE TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET.
THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED
29'70'
C:)
I p GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT
13)IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN
0 a o one - story Residence I II 0 EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS
/ 0 0 1200 NE 97 Street I J
L C14 Lowest Floor Elev.=-i-12.64 I N m BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES. IN ALL CASES,
r -° ? DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE
0> ''�0N.. I 7 IMPROVEMENTS OVER SCALED POSITIONS. Y
�` •_ 0 02' ~ ) Generator ,�� 2 14 NO ATTEMPT HAS BEEN MADE TO LOCATE ANY FOUNDA11ON BENEATH
I " "/ " • 5'x4' ��. 0
6.30 26.70 19.70 N O THE SURFACE OF THE GROUND.
`�..:.: _ w
0 o I 15)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK N
0 `� •� + `0 , /C r�i Plant I 0 ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. p
� ....•
. '•' ��'
Addition
// I Z 16) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
14 w
c' OZ Lo west Floor .00 wood Deck I PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES (� ., o: 0 ev.= 11.17' o = +1 .22 Q
2 U - o' N El v. ' I 0 O_
• .. �° ` :� . (r 38 38.50' N a IF ELEVATIONS ARE SHOWN, THEY ARE BASED ON A CLOSED LEVEL LOOP USING THIRD ORDER
PROCEDURE AND ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 1.? -14 -07
0.0 DENOTES EXISTING ELEVATION
+ I 0.14 ELEVATION REFERS TO THE NATIONAL GEODETIC VERTICAL DATUM OF SCALE:
3 „ ° +� 90'00'00* MEAN SEA LEVEL OF 1929 ”
6 77'09 50 — — — ASPHALT +� Chain Link Fence (TYP) — 1 = 20'
— — � — — — + — _ rt r BENCHMARK: B -62 ELEVATION: +8.65' DRAWN 13 Y:
x —x UtXt X a5 X X x x x —x x
LOCATOR INDEX: 3250S
5' Sidewalk Record 8c Meas 124.26' Set �" Rebar
Y. F
U�1'.WING NO:
Set �" Rebar 15' ALLEY �? Cap #3284 FIELD SURVEY DATE: 12 -13 -07 SCALE: 1' = 20' DRAWN BY: Y.F.
Cap #3284 10' Pavement DRAWING DATE: 12 -14 -07 FB: SKETCH DRAWING NO.: 07 -0860 07 -G860 y
This Line to 600.0' North of and parallel SHEET NO.
HA07- Drawings \07- 0860.dwg / to South Line of SW Corner N.W. Y4 Section 5 -53 -42
MIAMI SHORES 1 OF 1
CITY
i
f f:
F, DATE
T
DEC 1 7 2007
p ni F)G PF-T f /�
v�
I S' -3JECT TO COMPUANC ✓I H ALL EDERAL (3 Y: ---------------------
{
S 'JE 4ND C -CUN Y HULES AND GULA70NS
eeeeeeeeeee
eeeeeeeeeeeeee
eeeeeeeeeeeeeee
eeeeeeeeeeeeeee
eeeeeeeeeeeeeee
GRAPHIC SCALE
eeee eee
ee en
ee e
20 0 10 20 40 80 ° • °
ee e
A e
ee e
A e
5 T z` . � • v,Pw>! /.E'M. - II ( IN FEET) e e ° � e
�►AR ers $ I LEGAL DESCRIPTION: The West 12.50 feet of Lot 20 and all of Lot 21, Block 4, EARLETON SHORES, e e 00
- - -- — - - - - 20 e e
N inch — ft. according to the Plat thereof, as recorded in Plat Book 43 at Page 80 of the Public Records of Dade
+ r 32� 3�� �� , i County, Florida, now known as Miami —Dade County, Florida. e J o
=.
'� • '� 4 3 2 / `�
„�•x�c� SURVEY FOR: 1200 NE 97TH STREET
9 8 7 6 5 e °
/O I b a MIAMI SHORES, FLORIDA 33138 �o ® a rn o
r ■ry // /.BG j � -- -- — — J !O srsf 7gG rVi n ° O e
_ __ _ I HEREBY CERTIFY: That the SKETCH OF SURVEY of the above captioned property n' e
e v
was completed under my supervision and /or direction, to the best of my knowledge and belief. e° °
of Land Surveyors in Chapter 61G -17 -6 Florida Administrative Code. Pursuant to Section e This survey meets or exceeds the Minimum Technical Standards set forth by the Florida Board > N e
� /2 /3 /4 /5 /6' /7 /8 - /9 20 0 ° ° °
O � e
rs• 472.027, Florida Statutes. e v o e
e
J iI f?!'M 0 c " e -0 v o
Oi
n Veit aes�sx — +o t 4 ; ORS DELT SURVEYORS ° rn to °
DELTA SURVEY, INC. e o 3.1 o
r s
�
13052 SW 133RD COURT �' e e
°
0. ��o O / 9 /g /7 /5 /5 /4 /3 /Z // til MIAMI, FLORIDA 33186 WAL F. PAEZ S IGNED: __________
ee
Cd
l 1 0
` 0 37 � � �. PROFESSIONAL SUR r Y R AND MAPPER e o � e
7f
// . a l �. „ � 1n
1 3 N0. 3284 e °
i AZV Zo, CERTIFICATE OF AUTHORIZATION STATE OF 4R A ° e Al
r , A'OfU Th,lPLM sGODO'Al3er�h and /03Z.9s' f6Q� I✓o >�: ! /ix taG00.o'/llrfh ofond r e At
L.B. N0. 3386 e
t �x r foaf of th6 � ANw. t.9ec SS,!-42 P�r.� Sa.fh l:�e aN � s - s 9 az ;,01.41 e e
r' �: ::.- <:: ;.:.. :. .:; ; :.. 1 STATE OF FLORIDA e e Q &A
_. e e At
ee e
305 - 253 -0909 e e e
FAX: 305- 253 -0933 ee
°
e
e ee
ee ee
AAA
eee
e eeeeeeeeeeeeee
eeeeeeeeeeeeeee
eeeeeeeeeeeeeee
LOCATION SKETCH: NOT TO SCAL ® ) FLOOD ZONE: X PANEL N0. 0093 J
1 eeeeeeeeeeeeeee
eeeeeeeeeeeeeee
COMMUNITY NO. 120652 DATE OF MAP: 7 -17 -95 e e ° ° ° e
2)THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON ° ° Surveyors, e
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS S e L and Planners
COUNTY e o & Mappers s
3)EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO , e
(60' Total Right —of —Way —Line) DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY °° °
- 4 LOCATION AND IDENTIFICATION
IL IF ANY ARE SHOWN IN e n e e e e e e e e e e e e
:..
Centerline ACCORDANCE WITH RECORDED PLAT e
e e e e e e e e e e e e e e e
eeeeeeeeeeeeee
5)OWNERSHIP IS SUBJECT TO OPINION OF
TITLE eeeeeeeeeeeeeee
T �C' 6)TYPE OF SURVEY. BOUNDARY SURVEY
y 7)THE HEREIN CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED
J 21' Pavement :.
ON THE SHOWN LEGAL DESCRIPTION: PROVIDED BY CLIENT
_ 0 8)SURVEY MAP AND REPORT OR THE COPIES THEREOF EREOF A ARE NOT VALID WITHOUT THE SIGNATURE
' ' • % Rebar " ° F A FLORIDA LICENSED SURVEYOR AND MAPPER
• ./.• �.. • -�- =.- �-- - -�' - -�- • �• • — - ...• a
R -25 .00 ::.:. - . . Set Cap #3284 20' Parkway ° AND THE ORIGINAL RAISED SEAL 0 9 THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF
• J
L =33.67 (Found 03- 04 —OS) ) THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO
T ®n =19.94 M ANY UNNAMED PARTIES
�. X77'0950 ecord 8c Measured= 79.59' a
— — 1 10)UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE
8 0
_ ° z o APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR
° 1`° a CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL
a �� 0'00 00 0 -- o BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON. CI_
°..' Concrete Block vi I 0 11)THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF
r •''• o, j o Wa{I (TYP) `�' Wool Fence (TYP) —'�- FENCES. MEASUREMENTS SHOWN HEREON DEPICT PHYSICAL LOCATION OF
0 �'�� FENCE
5 x ,
1.10 12)ACCURACY: THE EXPECTED USE OF LAND AS CLASSIFIED IN THE MINIMUM w. Planter 7 1
`.. }.'. N o 2 011' 8.40 10 8q " " X0.30' TECHNICAL STANDARDS (61G17 —FAC), IS "SUBURBAN ". THE I INiMUM RELATIVE ...
16.50 o E ry c I (n DISTANCE ACCURACY FOR THE TYPE OF BOUNDARY SURVEY T,S 1 FOOT IN 7,,500 FEET.
,
0 oa 0 M o ai THE ACCURACY OBT$INED PY MEASUREMENT AND CALCULATION OF A CLOSED
r �' 29.70' 0 GEOMETRIC FIGURE y A FpU D'T REP E�CEQ, THIS REQUIREMENT
y / T Y 13)IN SOME INSTANCES, GRAPHI ESEfJTAl10NS SAVE BEEN
# I v o �) p EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS
Q r .'„ a o One-Story Residence „
o 1200 NE 97 Street L - 0 J BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. IN ALL CASES,
Lowest Floor Elev.=-+-12.64 I o ® m DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE Vr
-C :1 Wood Fence (TYP) o o L p CC
� 0m 3 N IMPROVEMENTS OVER SCALED POSITIONS. • Y
o� 2I1 02' J
N 14)NO ATTEMPT HAS BEEN MADE TO LOCATE ANY FOUNDATION BENEATH_ <
m
D ,° �� f ,
�Y e 0 19.70 m o THE SURFACE OF THE GROUND. w
- 6.30 26.70 �
0 I 15)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK z
ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. O
p .:::� $ � Planter
W I 16 CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK Ld
,:.
Addition // Z ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. a
14.00 Lowest Floor ood Deck
(0
c 0 3, Q b Elev. =11 .1 7' o E1 ,,. = +1 2.22' I L �_ 17) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
0) v r . a - . U , CV N o Q SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE DATE:
�° • 1338 I 38.50' I V d SIGNING PARTY OR PARTIES
m 03 -05 -08
v wood I IF ELEVATIONS ARE SHOWN THEY ARE BASED ON A CLOSED LEVEL LOOP USING THIRD ORDER SCALE:
i . 0.14'
C + - I PROCEDURE AND ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 1 "= 20'
3 • ` o \+ 90'00'00" 0.0 DENOTES EXISTING ELEVATION
6 ' 77.09'50 ASPHALT \+ Chain link Fe (TYP) ELEVATION REFERS TO THE NATIONAL GEO DETIC VERTICAL DATUM OF DRAWN BY:
5 Utility Easement x MEAN SEA LEVEL OF 1929
+. ::.. — x— x— x —x —x —X x x —x X J
Record 8c Measure 124.26' Set %" Rebar BENCHMARK: B -62 ELEVATION: +8.65' Y.F
8 LOCATOR INDEX: 3250S DRAWING NO:
Set Y' Rebar ° Cap #3 84
Cap #3284 10' Pavement �1 5 ALLEY (Found 03- 04 -08) 08 -0113
(Found 03 -04 �)- — • — - — - — — - — - — - — — - — - — - — - = — - — - — - — - — — — — - — — FIELD SURVEY DATE: 12 -13 -07 SCALE: 1' = 20' DRAWN BY: Y.F. SHEET NO.
Thre Line to 600.0' North of and parallel DRAWING DATE: 12 -14 -07 FR-?,, SKETCH JRAWh"NG NO.. 07 -0860
I to South Line of SW Corner N.w. r Section 5 -5a -4z REVISED DATE: 03 -04 -08 (FINAL SURVtYJ NEW DRA MPG: 08 -0113 Z 1 OF 1
MIAMI SHORES
INK ANK-AM
i
I'A
MAR 2 5 2306
x F
�r
P oV''_C DATA HS MUST BE A M
�4
�?LDG DEPT �..__ Q A M
U B "I m E OF
- 9. TO COM?LIAN' W1 .i H ALL FEDERAL
STATE AND COUN ,PULES AND FEGULATIONS IN "
Ff 16
r,, Ii , 04
vi Rio
..._._,...._ eeaeeeeeeee
,�{y `• - ii 1 e e e e e e e e° e e e e e
e ee e ° e e e e e e e e e e ee e e e e e e e e e e e n
e
GRAPHIC e ° e ° e °°°°°°°°°° e ° e ° e °
MA U I 3 2000 e e e ° e
A e°
20 0 10 20 40 B0
I ° s °
ee e
A, e
AA A
A CO e e
ee e
P 5T a o�,nr ie� IN FEET) LEGAL DESCRIPTION: The West 12.50 feet of Lot 20 and all of Lot 21, Block 4, EARLETON SHORES, e ° ao e
1 inch — 20 ft. ° °
according to the Plot thereof, as recorded in Plat Book 43 at Page 80 of the Public Records of Dade e e r7 e
\
_I3z� 'mr' 'O' �� d T �' i County, Florida, now known as Miami -Dade County, Florida. o co J o
C, 1 3��- r• d. e e e
SURVEY FOR: 1200 NE 97TH STREET AA Az
ti MIAMI SHORES, FLORIDA 33138 AA ® rn e
/O b e Q O e
IFV
_ ___ I HEREBY CERTIFY: That the SKETCH OF SURVEY of the above captioned property a „` I s
was completed under my supervision and /or direction, to the best of my knowledge and belief. AA (� Lo e AZ
This survey meets or exceeds the Minimum Technical Standards set forth by the Florida Board ° N
1,+ ,7 �� � I /Z /3 /4 /5 /6' /7 /B • 19 20 0 3 � I of Land Surveyors in Chapter 61G -17 -6 Florida Administrative Code. Pursuant to Section , o �
472.027, Florida Statutes. e v o Al
AA e M °
L .�
IL AW +'�q 9��K Qd11 ? • m t � •, i DE SURVEYORS, INC. M AZ
l ior'soio P • P. eA1 sa,
.. DELTA SURVEYORS, INC. p � , z o e
>s
R 13052 SW 133RD COURT S ,D� e e
�+ o D / 9 /8 /7 /moo 15 !4 /.3 /2 // hl I MIAMI, FLORIDA 33186 MILAGROS ANGEL -BELLO DATE SIGNED: _________ 0 6 °- At
a� I PROFESSIONAL SURVEYOR AND MAPPER e e o e
7s' J
oen NO e ° o
za CERTIFICATE OF AUTHORIZATION STATE 0 T IT #, D�'r o e e
1 Tom i _ A' o��rTh ;IO�M/,l6ODOAFvtAvnd /OSZ.9f' 1GQf '%ti%ss s% rj oaoi� =rte o. - ; ► L.B. NO. 3386 Miami Shores Villa e o e
+ 'evo th 11 /1l Gbr. MH! f 3QC ? "1d -42 Porot /I✓ Yb,SavJh /irat wfN.hk'j[ 'JfAC fS,f 42 „?j g
+ ..; , STATE OF FLORIDA A A ° le
APPROVED BY DATE= ° e e e
A 305 - 253 -0909 °
ZONING DEPT ° °
FAX: 305 - 253 -0933
ee e
EL -DG e ° DEPT e e e e °
eee r P-16
eeeeeeeeeeee
°eeee ° ee °eee °�°
LOCATION SKETCH NOT TO SCALE ��BJECTTOCOMPLIANCEWIiHALLFEDERAL
eee..eee..eeeeeec
® eee�.eeeeeeL-11
1 FLOOD ZONE: X PANEL N0. Q QQ J eee °eee °eeee
COMMUNITY NO. 120652 DATE OF MAP: r Tt AND COUNTY RULES AND REGULATIONS e ° e
2)THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON ° ° Surveyors, p A
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS o °
COUNTY e Land � Tanners p e
3)EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO AA &Mappers pA
A °
(60' Total Right - o f- Wa y- Lin e) DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY e °
nneeee.,eeee�oon
4)LOCAlION AND IDENTIFICATION OF UTl LITILIES, IF ANY ARE SHOWN IN
e e e e e e e e e e e e ., e
Centerline - ' ACCORDANCE WITH RECORDED PLAT ° e e e a e e ° ° A ° ° ° e ° ° ° ° ° ° ° e e e e e e e
5)OWNERSHIP IS SUBJEC TO OPINION OF
TITLE eeeeeeeeeeeeeee
�- �T E T 6)TYPE OF SURVEY: BOUNDARY SURVEY -
.. ,')THE t'Ek?EE�: CAPTIONED F.ROPrRT
-•21 Pavement Y 'uAS cljR%1 v!D AND nr•cCRIBED 1?ASED
+. ::.. '
. ..... ..... ... ON THE SHOWN LEGAL DESCRIPTION: PROVIDED BY CLIENT
0 8)SURVEY MAP AND REPORT OR THE, COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
' Set" Rebar °. AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
R =25.00 Cap #3284 20' Parkway ° 9)THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF
L =33.67 ........ f
Tan =19.94
(Found 03- 04 -OS) THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO
Or7T09'S0" ANY UNNAMED PARTIES
Record
8c M easu red= 79.59' o
10)UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE
o o ° z o APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR
I R SCRIBED. SURVEYOR SHALL
" M
CONSTRUCTION ON THE PROPERTY HEREIN E IN DE
/ o t G x •�o 0'00 00 BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON.
/ ° a ° 1 0
Concrete Block uri 11)THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF
o
Wall (TYP} Wooa Fence (TYP) FENCES. MEASUREMENTS SHOWN HEREON DEPICT PHYSICAL LOCATION OF
U FENCE
12)ACCURACY: THE EXPECTED USE OF LAND AS CLASSIFIED IN THE MINIMUM
o` o Plan tear
• . ' 1.10 030'
-� N o 2 011' ° 18.40' 10 8q . TECHNICAL STANDARDS (61G17 -FAC), IS "SUBURBAN'. THE MINIMUM RELATIVE
.:�,� lQ ° E ry DISTANCE ACCURACY FOR THE TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET.
o o 16.50 ° a ; I THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED
� a I 00
� : - _• � � � � - 29.70 . O GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT
/ : • `° ° 1 _ V_ Y 13)IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN
one —story Residence 1 o II p EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS
0 ' " a ° 0 12 00 NE s7 street �3 J BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES. IN ALL CASES,
/ cv Lowest Floor Elev.= +12.64' `oy m
4. v I s o DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE cn
- C .3 Wood Fence (TV) O
o o
+ �� 1 Um N IMPROVEMENTS OVER SCALED POSITIONS.
0_ Generator &
0 w
N 14)NO ATTEMPT HAS BEEN MADE TO LOCATE ANY FOUNDATION BENEATH Q
Q' Q1 t '��_ 19.70'02 ~ O THE SURFACE OF THE GROUND.
I r t . ..
`� •. 6.30 26.70 I 15)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK Z
'.
/c ° I o ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. p
0 Planter 16)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK N
:. w
D '� Addition // I Z ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. W F-
L 14.00 Lowest Floor Wood Deck I O p
X
a a�i Elev.= 11.17 o L E- 17) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
Q v: . '.: a° 0 N N o 1 0 SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE DATE:
vj N ;� . 1338 1 38.50' a SIGNING PARTY OR PARTIES 03 -05 -08
v ..- Wood I IF ELEVATIONS ARE SHOWN, THEY ARE BASED ON A CLOSED LEVEL L OOP USING THIRD ORDER SCALE:
1 0.14 PROCEDURE AND ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929.
° + 90'00'00" 0.0 DENOTES EXISTING ELEVATION
3 6' 77'09'50 N ASPHALT �+ Chain Link Fence (TYP} ELEVATION REFERS TO THE NATIONAL GEODETIC VERTICAL DATUM OF DRAWN BY:
-- \--- - - - - -- - �-
+ 5' Utility Earsemenx., t x MEAN SEA LEVEL OF 1929
�X- x- X- x -x -
'• • •' ' �•• � BENCHMARK: B -62 ELEVATION: +8.65' Y. F
'.. 5' Sidewalk Record 8c Measured =1 24.26' Set 5 /" Rebar
Cap #3284 LOCATOR INDEX: 3250S DRAWING N0:
„ ' • • �
Set Rebar ■ 08 -0113
Cap #3284 10' Pavement 1 5 ALLEY � (Found 03- 04 -08)
Found 03 -04- - — - - - - • - - - - - - - - - - - - - - - - - - - - - FIELD SURVEY DAIS: 12 -13 -07 SCALE: 1' = 20' DRAWN BY: Y.F. SHEET N0.
/ \— This Line to 600.0 North of and parallel DRAWING DATE: 12 -14 -07 FB: SKETCH DRAWING NO.: 07 -0860
HA08 Drawings \08 0113.dwg to south Line of sw Corner N.W. Y4 section 5 -53 -42 REVISED DATE: 03 -04 -08 (FINAL SURVEY) NEW DRAWING: 08 -0113 Z 1 OF 1
i MIAMI SHORES
M 76 eeeeeeeeeee
eeeeeeeeeeeeee
"^^° -@ eeeeeeeeeeeeeee
OF �r�-�' jj'' - � e °eeeeeeeeeeeee
y �.1 E, 1 - eeeeeeeeeeeeeee
( F�t�,� ee ee
.,AL
E
� a °
GRA PHIC S , °°
ee e Ic
,o zo 13 ° °
4o so MAR ° • °
a a
I'f e e 0 e
COPY .1 i �_ e e
AA C Az
5T "� ti - e e
r o eelt IN FEET )
- - -_ ^ �o � _ - ar_� � � 20 fth I i according to h LEGAL DESCRIPTION. The West 12.50 feet of Lot 2 0 and all of Lot 21, Block 4 , EARLETON SHORES, e e ao e
inch = . e
the Plat thereof, as recorded in Plat Book 43 at Page 80 of the Public Records of Dade .. l� e
A e °
9
I �'P' M County, Florida, now known as Miami -Dade County, Florida. o e '� o
371+ / r o 7S I e J °
1 3zs- a s I v e ° Ii °
°
i s y.. ,i'i::' ,•;� Y
n ' SURVEY FOR: 1200 NE 97TH STREET °
6 5 /
�' MIAMI SHORES, FLORIDA 33138 0 a
9 8 7 4 Jr 3 0 e
r /O I
- - - - - -
b � ee � 0 e
�-_ � I HEREBY CERTIFY: That the SKETCH OF SURVEY of the above captioned property
tj N I
was completed under my supervision and /or direction, to the best of my knowledge and belief.
A e
This survey meets or exceeds the Minimum Technical Standards set forth by the Florida Bo rd N
I / 2 /3 /4 /5 /6' /7 J8 • / 9 20 p e e ° e
1 of Land Surveyors in Chapter 61G -17 -6 Florida Administrative Code. Pursuant to Section °
* 00 ' .tn^ . 30 1. 0 LO
— _ —/ % Ate• ��a l� 7 N ��, �' a3e, :� 472.027, Florida Statutes. e Q 0 M Q
70 1 1
DELTA SURVEYORS, INC. P� r i o
VJ
t\ h• �� q �� �aM1411 °�' e e r� e
f /ot'.soio h P • •— Pe, �a, o° Z
LLJ
e
DELTA SURVEYORS, INC. e 3:: p e
13052 SW 133RD COURT Q GG e o
/7 /G /5 /4 /3 /2 ll til MIAMI, FLORIDA 33186 MILAGROS NGEL -BELLO DATE SIGNED: _ S GO ____ Q ° L0 Q
9 J 8 I PROFESSIONAL SURVEYOR AND MAPPER e o °
// . y �• r a r �= 70 h NO. -61 -6 e ° 1'7 °
1 �3 � VDATrH'
ee e Poo, za CERTIFICATE OF AUTHORIZATION STATE OF CZ A I T #: DGT Thrsoe.�f /l000O'Afa th and /03t.9+' 7GQy oa: s :rre GOao �arr. ofond ; L.B. NO. 3386 Miami Shores o P STATE OF FLORIDA e .:� ,� a I e .... ::: ;:. .. APPROVED B e
305 - 253 -0909 °
FAX: 305 - 253 -0933 ZONING DEPT ° ° °
e e
ee �
BLDG DEPT ° e e
eeen- - a--- -a e
° °eeeeeeeeeeeee
SUBJECT TO COMPLIANCE \M i H ALL FEDERAL. M A A e on a ee o o e e
® 1)FLOOD ZONE: X PANEL N0. oo eooee °oe 000°e�
LOCATION SKETCH: NOT TO SCALE REGUlAT10NS
E AND COUNTY RULES AND
COMMUNITY NO. 120652 DATE OF MAP: 7 -17 -95
S TATE N
ee
2)THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON 1 °
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS Surveyors.
COUNTY e Lard Planners e
3)EXAMINATTON OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO e o & Mappers
( 6 O' Total Right-of-Way-Line) DETERMINE R EC O RDE D INS IF ANY, AFFECTING PROPERTY ° ° °
ee eee
4)LOCATION AND IDENTIFICATION OF UTILITILIES, IF ANY ARE SHOWN IN o e e e e e e o e e e e e o
Centerline ACCORDANCE WITH RECORDED PLAT ° ° ° ° ° ° ° ° ° ° ° ° ° °
eeeeeee eeeeee A
. :. ... -• .. eeeeeeeee °eooee
, 5)OWNERSHIP IS SUBJECT TO OPINION OF TITL
F SURVEY: BOUNDARY SURVEY
7 I "REli: CnP TIOtl[n i'ROPLn ;;1n.S SLip�_EYED .SAID nESCRIRED BASED
. • • • • . '• • 21 Pavement ON THE SHOWN LEGAL DESCRIPTION: PROVIDED BY CLIENT
0 8)SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
Set" Rebar °. AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
f • R -25.00 Cap #3284 20' Parkway °,� 9)THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF
L =33.67 (Found 03- 04 -08) THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO
• � • •� •' ' •'• • Tan =19.94
I=77 0 '50 ANY UNNAMED PARTIES
* ' 8c e o
ecord Measured = 79.59' I 10)UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE
a o � z o APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR
CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL
' o �a X �o 0'00'00" ii BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON.
' : ••` / °
CD ° I o 11)THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF
+..'e• Concrete Block wi L o
! •; wall (TV) wo04 Fence (M) FENCES. MEASUREMENTS SHOWN HEREON DEPICT PHYSICAL LOCATION OF
�'` ° FENCE
C r of o X an � 1.10' 0.30' 12)ACCURACY: THE EXPECTED USE OF LAND AS CLASSIFIED IN THE MINIMUM
a; 2011' rl cl. , , .40 10 8q TECHNICAL STANDARDS (61G17 -FAC), IS "SUBURBAN ". THE MINIMUM RELATIVE
r ° 0 DISTANCE ACCURACY FOR THE TYPE OF BOUND SURVEY IS 1 FOOT IN 7,500 FEET.
o"' M 16.50 0 e y 0 I THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED
7 c, "' 29,70' I GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT
O y 13)IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN
p ' one —story Residence I y o EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS
' ° 0 1200 NE 97 Street L3 - I p BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES. IN ALL CASES,
c1i Lowest Floor
Elev.= +12.64' U_( In
M, I C U N DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE o7
r I 14 : :> wood Fence (TYP) I U 0 o IMPROVEMENTS OVER SCALED POSITIONS.
Q
0 Generator tK 14)NO ATTEMPT HAS BEEN MADE TO LOCATE ANY FOUNDATION BENEATH
(Y v 5'Xa' .�� 0 19.70'02 A 0 � p THE SURFACE OF THE GROUND. w
CV
ID
0 " - 6 26,70 J
2 I 15)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK Z
=� . ,c , , ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. p_
• ,; ::
Cy �� Planter I O 16)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK N w
1 ` (, ,. '�'�' Addition I Z ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. W Q
L 14.00 Lowest Floor Wood Deck I L 0 17 ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
a- 3 0 o Elev.= 11.17' o I v.= +12.22' I 0 )
�: .: a . V N o 0
CD SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE DATE:
v _ _ 13 c � I U SIGNING PARTY OR PARTIES
N 38 38.50 ( N 03 -05 -08
o ' �.
wood I IF ELEVATIONS ARE SHOWN, THEY ARE BASED ON A CLOSED LEVEL LOOP USING THIRD ORDER SCALE:
: ' ' '• •' ( 0.14 PROCEDURE AND ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929.
"' AL +�+ 90'00'00" 0.0 DENOTES EXISTING ELEVATION
1 20'
3 ' 6 ' 77'09'50 `� ASPHALT — — �+ Chain Link Fence (TYP) - ELEVATION REFERS TO THE NATIONAL GEODETIC VERTICAL DATUM OF DRAWN BY:
- \ -- - - - - -- r -
+� - Utility �Easemen�t_x x x —x x� MEAN SEA LEVEL OF 1929
Y.F
5' Sidewalk ' 8e Measured =l 24.26' Set %" Rebar BENCHMARK: B -62 ELEVATION: +8.65'
%• . LOCATOR INDEX: 3250S DRAWING N0:
Record ' � Cap #3284
Set %B , � Rebar -15' ALLEY - - - - (Found 03- 04 -08) 08 -0113 y
Cap #3284 10' Pavement
(Found 03 -04 �)- - - - - - • - - • - - - - - - - - - - - - - - - - - ' - - FIELD SURVEY DATE: 12 -13 -07 SCALE: 1' = 20' DRAWN BY: Y.F. SHEET N0.
This Line In 600.0' North of and parallel DRAWING DATE: 12 -14 -07 FB: SKETCH DRAWING NO.: 07 -0860
HA08 Drawings \08 0113.dwg to South Line of SW Corner N .W. Y 4 section 5 -53 -42 REVISED DATE: 03 -04 -08 (FINAL SURVEY) NEW DRAWING: 08 -0113 Z 1 OF 1
MIAMI SHORES
PL•�N� PLi�N I ~' I I 1 I
LLI
Q
POWER BO /
I"Ws►I. STRAP
I Ran Nu -vua 14
GA. WITH 2
I,'� /6"
12 "O.C. TYP.) TAPOONS rams=. wAcw
SID■ A, X) (s) -l"
2 "x10" WO00 L OC3 I I NAILS WV LOl\IG w
SCI u
(NNW JOIE SIT ON G OTIN 3 C01 JCIQK1 )
EXISTING
1 I I I CONCR■T■ � °
CL
2 "x10" C�,�LVf4i�l I/ I I 00 F
JOIST HANGERS I I 4 "x4' TREATED POST �J I I �l I I W (� V I I I I
EF TYPICAL 48" O.C. S E `� T I O N �— `� � M W
SCALE: I" = I' - O" 11-- M O
V) 11--
�� �� JOTS 1�O" .G. N �—
� 2 10 T �f4t� ,,, j � W� w
®C z oC
I I
F-o O
z'xb 0 Z ® (n
— — — — — — — — — — — — — I 1®1 ®�
Q Q
I o
I / 'x1m" DOD JOIE 16" C.C. I @ Z
co Lu >:
cy. Lu
. I I
x TRf�T1� POST ------------------
TYPI 45" O.G. �• �
,l OO DE�< 7"rFICAL DETAIL
' SCALE: N.T.S.
PAR OO P LAN
'oRT' INOOE;) E;)E�< E3EAM D I ST I E3UT I ON
SCALE: 1/4" = 1'- O"
I
c-2
v
PLANTER PLANTER co
2 "x10" S 16°
a.c3)00c0
m XISTING CONCR T ro o-) 00
TERRACE TO RE
4 x4 ` �
11 � i
T PTO POST
7"
< ►�
TYP I Gf4L 49 O.C. WO00 O CK) 0
ry N r
—J co L c)
°
00 0
° . ® ►�
°
0 0
°
° I
—ww
POP L-Li
°
,,
n CQ
21
°
° ° I
° I a
° A, a PROPOSED W00o Crmco<
°
d
(SEE SHEET A
4,d-
2 x�B W/ 1 d
a Q
• a- W N
Lij Q)
i a
a
d co
- z
A � I Q
d W
d d. ° :S p
a
d
d
aa. 0 lool
D ®. .4 d K '/2 M CHANICAL. BOLT `Q � o
d
WITH NUT AN : � : 1'_10" 20f_8ff �
.0c o
WASH R8 !: � Q) �'
406 TAB d 2f_�ff 4 C LF
C ON Mr. o SCALE SEE PLAN
d • • DATE: 10/7/07
NVC5rm CONNECTOR 2 o
F ROM NU - VU �
CONTRACTOR SHALL N PART AL FLOOR PL AN
SUMIT SHOP OLUGS. NoRTM !MOOD r�)E�< AT REAR
OR APPROVAL �EGIG FOUNDATION DETAIL 6" s" 6" 3ff
3"
SGALE: N.T.S. — —
SCAL I /4° - 1' o" DWG No: S-3
SHEET
REVISIONS BY
PLA PLANTER
3/8" WEDGE B OLT ANCHOR
INTO 5L00K FACE 24"
STAGGERED
2x8 TRE DGER XI St INN CONCRETE T RACE I�
E ® L
(Now JOISTS SIT ON EXIBTI Nam GRsTs) �I
I I
/ I
2 11 x8" GALVANIZE
JOIST HANGERS ^X4" TREATED POST
I rt' �rrnlcs� �s" oc.
- I I
2 "x8" TREATED JOIST 18" O.C.
'° I
2 ^xEb^
u �0)
N
I N
4' -on I N 0) N
^ E `3
/ 2 "x8° TREATl =D J016T ib" O.G. i ® c � +�
4 11 x4" TREATED POST
.®
01 TYPICAL 48" O.C. I (U Q U o
® � O H f
WOOD DECK TYPICAL DETAL - - - - -- ,_
— — ®C 4-J H
SCALE: N.T.S.
J �
12'x&" CONCRETE m
FOOTING (T rPJ ' U N
0 L
j],PARTIAL FLOOR PLAN
NORTH ' WOOD DECK BEAM DISTRIBUTION
SCALE.
1/4 „
1 0
%
K1 .
Al ' 'PLANTER PLANTS
:w
XI' I 411 w
.;, TORRACIS TO ROMA IN U
Lu
f ,
(UNDER PROPOSED z
D EMOLISH THIS Luc= DrIce 0
4 IIx4 II TREAT P OST ART OF EXISTING
T1s0I0L 4511 O CONCRETE STEPS
w M
M
0
J
ch
r w
a 4 21 „ � 11.1 w
o a
V) C
o d
0
PR OPOSED WOOD O C<
(6 S HEET A =4 )
o d
U
Q /
o
' d
q {
d
d
d.
a
a
o
d Y
a
d
2
uj d a
Q
D�
d
e d'
4.
a \L
- d d a d
4.
d_
4' -8„ 20, -2„
d
a
1' -10„ 26' -8„
4' C LE �.s.
d
CD GHECKED
2 E? CONT.
�+ DATE
08 °28-07
w
` SGALE
u
z
W DECK FOUNDATION DETAIL �` SHOWN
Lu SCALE: N.T.S. PARTIAL F L O O R PLAN
JOB No.
Lu
NORTH
i W 0 0 D DECK AT REAR
SHEET
Ln
0
N SCALE: 1/4" = 1' - 0"
\ ,O)
of 5 SHEETS
V�
REVISIONS SY
i
_ 12
12
...................................................................................................................................................................................................................................................................................... ...............................
. __ -_ _._ __
PROPOSED UTILITY ROOM
1200 ROPOSED WOOD FENCE
0
,
cn
n
8 °I rj
... ....
....... ...............................
T.
°
.. : o0
....
........................ ..............
n
CID N
Ln —
_._....
"
O
C 00
t fu a H �']
rn > O M
a a
CD
NORTH ELEVATION _ _.u.a y ®�'
cn
SCALE: 1 � - 1 , - 0 „ Q
q .t
r
12
Q
:
s.
_ t ,
:
. fs::ss�s7
b ( STUCCO TO MATCH EXISTING I
0 o e -00 ui
, n
- ® ® Lu
,
{7�
WEST ELEVATION w M
SCALE: 1/4 = 1 3 0 M
® LL
Lu Lu W
z 0
I°
° to
M .. _ -_. _ _ W..... _.._..- - ---- _
IZ .:.. � -
w u
I I REMOVE EXISTING WINDOW ��
A ND BLOC -IN W CBS
................
STUCCO TO Q
8
MATCH EXISTING NEW EXISTING
I
O ® ® DRAWN
LJ
GHEGKED
SOUTH ELEVATIO DAB
W
" = 1 ' - 0"
08-28 -07
SCALE: 1 /4
U
SGALE
Z
W AS SHOWN
W
u-
i
Lu
J08 No.
Lu
i SHEET
Ln
cli
J
0
O-
OFrj SHEETS
b -
i
PERMIT •
MIAM s110RES
APPROVED
BY 1
jj, {t DATE
ZONING
STRUCTURAL
A� ELECTRICAL
B- y
PLUMBING 21 •` °t "`
2/
M ECHANICAL
ejA ' BLDG.
ll ��
SUBJECT t ®CO
ST ATE AND MP! 'IANCE W '� ----.
COUNTY RULES AND ALL FEDERAL
kCG -rIONS
0 flu
RE�/ISIONS BY
N.E ST Q BLD0D2�pOMM T.R.
LECsAL DESCRIPtI
LOT:
BLOCK: 4
SUBDIVISION: CARLETON SHORES
ACCORDING TO THE PLAT THERE OF AS RECORDED IN
/ PLEAT BOOK: 43 PAW!; SO
PUBLIC RECORDS OF MIAMI -DADIE COUNTY, FLORIDA.
ADDRESS:
0 1200 NO V STREET
MIAMI SHORES, FL 33135
/ 2 0.0' 40.0' 20.0'
99.52'
�' 21 20 19 18 11 ,cn
- N
I
ul
M
O LOCATION SKETCH C C, o
H
SCALE: N.T.S. Q> > O M
REMOVE EXISTI L- SHAPED ®' Q Q u-
METAL COLUMN AND In
4. REPLACE W /(3) 2V DIA- ® !- ® �
METAL COLUMNS AS SHOWN,
/ SEE DETAIL ON THIS SHEET. Q
PLAN U z
/ SC ®PE OF WORK
PLANTER
1.- CONSTRUCT WOOD DOCK
P
N
L GRAS
2.- REM IStfN WINDOWS ON SOUTH SIDE OF
EM � EX G
U
W I AM(LY ROOM AND CLOS>: -IN WITH CBS. 4-J / 3.- IDEMOLISH EXISTNA UTILITY ROOM AT WEST SIDE OF Q
I H -IOUSB AND CONSTRUCT NEW UTILITY ROOM AS SHOWN.
4.- tONSTRUCT WOOD FENCE AND GATES AROUND EXISTING
T A/C AND GENERATOR, AS SHOWN.
Z ,
/ EXISTING I STORY RESIDENCE
iii All i
}
v
is
No 1200
.. .,. ...
.........
.
:;:.:::,.....
X
I
e
: }
vx.
'. i i . - ......... : .................. .... .
n
t .
I
I
u J `
/ r
RAS
I:
G �.
�
J
i
r
:
1
f
O � 3
. v.
u
NEW WOOD �� ui
FENCE ;' li 21 — 4
DOOR TO BE I REPLACED
,
REMOVED AND
/ EXISTING 2
_..
GENERATOR PLANTER PLANTER ui
EXISTIN
..... _ n G WO
.. OD GIR DER
8E!(16t1td4 G®NG
LO
I TO AIN
/ ......
NEW CONC
ATTACH EACH METAL COLUMN TO
Fl�R CON 'V DEMOUSH IS ` ) C
�� �` "' EXISTING WOOD GIRDER WITH (4) /2"x26' NEW WOOD PART' OF I�1'IN
WOOD SCREWS Lu
FENCE S
FAMILY RO
1
d�/ J
NEW WINDOW- I o� LL LL
I DEMOLISH EXISTING SH23 I I �� SLI DING DOOR TO BE
UTILIW ROOM AND 7
CONSTRUCTION NEW REMOVED AND REPLACED 2Y2 "x5'xYa." MEETAL PLATE WELDED
UnUTY ROOM AS s PROPOSIsbI ,, 1 TO GOLUr
CAI
O! PROPOSED WOOD DECK 'IN TOP AND BOTTOM
UTILITY R , ,,,,.. �, uJ W W
If -3) ' ° -(3) 2Y2 DIAMETER METAL COLUMNS
REMOVE EXISTING
IN w BLOCK (SEE SHEET S AN Of - k I TOP AND BOTTOM PLATE
/ _ SGALE: N.T.S.
I N
`
NEW WOOD ' .
�
: DE K. .
I
■
zI a! 9 I �
-
—
.
1 -10° 26' -8" ATTACH EACH METAL COLUMN TO
4' CLF EXISTING CONCRETE SLAB WITH (4) 3/6x2 Y 2
_ - TAP CON SCREWS
CD
I \ I EXISTING GONGRETE SLAB ui
EXISTING
. .:.:.:.....:.
_ _ 4' cLF — — — ENTRY PORCH COLUMN DETAIL
SCALE:
124.26'
SITE PLA
SCALE: 1/8" = 1' -0" DRAwN
NORTH D.S.
CHECKED
T. R.
DATE
O8 ®28- -0 7
SCALE
U
Z
W AS SHOWN
U JOB No.
w
a
SHEET
Ln
0
0
N A-1
!]
OF 2 SHEETS
5.
Y
REVISIONS BY
U Q Q
N.E 97T ST
/
PROPOSED
CONCRETE STRIPS �I 5 0 - L. AL 006CRIPTI
(SSE SHEET A -1) O u
I LOT':
/ - -- o - - - - - -- BLOCK: 4
cyD SUBDIVISION: EARLETON SHORES 4-J ACCORDING TO THE PLAT THERE OF AS RECORDED IN �®
PLAT BOOK: 43 PAGE: 00 �
PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA. (, 0)
r ADDRESS: t� n
1200 N6 91 STREET N
20' 0" MIAIMI SHORES, FL 33138
99.52 N c'
4� .® In to
�o
C M
v�o
Q O M
r NEW SHRUBS p
(DWARF FHAHARANTCHEE �/ °
/ GRASS) 1� 4 H
- - -- p z
. ® -I--)
LO
NAM. �ltl� r2t•
/ GRAS
r NEW SHRUBS p
GRAS S�� A -Z (WHITE FOUNTAIN GRASS) °�
A .
�
NEW
CONCRETE SLABS '
= I Z PLANT \ E R
-cc rl = I NEW SHRUBS I `.
' A`•`•`°.r' a'• : �. ;t r.".•? , �, ar�'. as."�'. Via. - w / - w / / s h y °� ■
/•.: i- S r�:.• 4 }vfS�. rf` { ".. }w y:.: J'r y' ^'.i'r �' -'sJv ;• ^� t•; `-�
r ( WHITE FOUNTAIN GRASS) . -: -» ::# •:; -:� :: »� ::a� :: „� ::a• :::�
EXIST. PL ANTER
GR
• l•
N• Q � n
A071
/ % � • !j: / r � � / r � r L:%: 5 :: ` :) %5£:o %'v't:
! •1 } l Y 1'
I
s
t-
I T -
is
.i
I
�4 •
•v •J � � P�1 �:f:.: f.:.:
eN II LL
PP�
f.
W • y y
Y
H O C AT I O N SK
?afti:
•. SCALE: N.T.S.
E
I
`k .......:..:
EXIST 1 STORY ESf CN
Q
N 1200
1 x
GRAS - ...�..._........
....................
r 'i
00 Sc of
� � � .......,_.......� ; ; .. ................:.............. : OPf= WORK (
1 1
w :•: �/
C}.
... - CONSTRUCT WO OD D E CK
............:
..:::...: ........................... ..............................: ............... f 2.- 4REP10VE EXISTING WINDOWS ON SOUTH SIDE OF
O
P�AMILY ROOM AND CLOSE -IN WITH CBS. Lu
N 3.- CONSTRUCT CONCRETE PARKING STRIPS AT FRONT
.. OF HOUSE.
4.- DEMOLISH EXISTING UTILITY ROOM AT WEST SIDE OF
U HOUSE AND CONSTRUCT NEW UTILITY ROOM AS SHOWN.
CONSTRUCT WOOD FENCE AND GATES AROUND EXISTING
..................... .
1 p - o” NEW WOOD 21 d A/G AND G ENERATOR, AS SHOWN.
\ FENCE ....... ` ...... ...............................
.:
I
%:.
EXISTING ..............:
...............
::.........:
GENERATOR
:.,..
LL
<..:• € .. .. ............... .. ... PLANTER
..N:.:..
PLANTER iN ® �
TXRRG TO AIN I LU W LJ-J
r £ r
/ NEW CONCRl� Dfl A/ C
FLOOR DEMOLISH THIS °+
CONDENSING UNIT
PART OF EXISTIN
NEW WOOD
CONCRETE STFpS CD
� h
FENCE p
FAMILY Roots (V
x
- I
PROPOSE / o,
DEMOLISH EXISTING UTILITY R 6M r
I
i �
UTILI CONSTRUCTI TY ROOON M AND EW
M RO N
T
N I
21
7®1
/
UTY OM AS SH WN.
I/ p
i
PROPOSED WOOD DECK
/ REMOVE EXISTING z (SEE SHEET A-4) WINDDW AND BLOCK W ITH CB IN
W I
I
I
ui
r �U/ NEW WOOD DECK
Z
I
/
/
I
4' -8" 20'
J
/
/ 1' -10" —
L.
4' CLF
/ s7�s♦ � � I
E X ISTING
4' CLF DRAWN
-- -x - -- D.5.
GHEGKED
12 4.2 6
T.12.
- -— - -- -- — -- — DATE
uj
f.
z
SITE P LA SCALE
ui
w NORTH SCALE: 1/8" = 1' -0" AS SHOWN
Lu
Lu
JOB No.
La
SHEET
Ln
0
.
N
A--1
O .
I
a � OF 5 SHEETS
Y ,
REVISIONS BY
BLE)(3 [DEPT G0-1�-1
............................................................ ............................... .......................................... .......................................................................................................................................................................................... ..............................................
----------- - -------- - - 12
12 -N=m
3
.................................. A
. . . ........
3,_0" PROPOSED UTILITY ROOM
SH23 NEW WINDOW
................ ...........
UTILITY ROOMI
.......... ......... ... ........
1200 -59.3
----------
co
. . . .. ......
1�3 E3 .07 COLUMN 00
L C'5L
ED IiET A
G_ LS DIA . METAL
REMOVE EXISTING L-SHAPED MET COLUMN 'AlluiRv If Clftv
Q 2 - DIA. METAL
AND REPLACE W/(3) ZV2
COLU M 0
OLUMNS AS SHOA,
L 0 N THIS SHEE 4-J
R
DETAIL ON ST. 0 - - "I I
............. ..............
\-PROPOSED WOOD FENCE 4-)
E
NORTH ELEVATION u 0)
SCALE: 1/4 = 1 1 0" a)
DOOR SGHEDULE
Cn
SIZE c V) rn
12 5ym. WIDTH HE10H-IT THICK
12 3 MATERIAL THRESHOLD FRAME TYPE REMARKS
7 11 `:M 00
3r-- . ...... (D MTL/(5iL METAL SLIDING a m , @)
a >0 co
_j
5-0" 0 MTL/OL METAL WOOD FRENCH LL
Ln
0 Lf (D
O (2).3'- 6-8" I`_lF_TA_ METAL WOOD FLUSH LOUVERED
4-J
u z �
EXTERIOR DOOR BUCKS AND FASTEN SHALL BE CAPABLE OF WITHSTANDING WIND LOADS P 0) RESCRIBED BY THE FBC 0 In
PROPOSED WOOD FENCE (c 4-J r-1
STUCCO TO MATCH EXISTING c:
I ................
11I I rE �, - ---------- ------------ u
DO 0
b 4-J
00
o
Lf)
---------------------
WEST ELEVATION �._:NX.
W
SCALE: 1/4" = 1' - 0"
H
12
12
3r . .... 3
...................................................... ...................... ............. ............................................... ................................. ........................ ............... ......................................................................................................................................................................................
.........................................................................................................................................................................................................................................
uj
....... ............. ... . . ... ... . . ......... ................ . ...... ............. . ..... ------- ------- ------ - ------ ..........
z
+51.8 1 ui
REMOVE EXISTING WINDOW r
+49.2 I I I AND BLOCK-IN W/CBS I ..............
-539 L - -- I SEE MANSORY ANCHOR. DETAIL L - - - 1 0 00
STUCCO TO I SHEET S-2 Z m
MATCH EXISTING b uj
NEW EXISTING
U-
LIJ uj UJ
FULL LOUVERED DOOR un z "I
0
z 0 r4 :r
0
SOUTH ELEVATION Z Ln
SCALE: 1/4" = 1 O
> 0
z
uj
1
NEW G.B.S. WALL
4" GON
GPF-TF- SLAB ON WELL GOMPAGTIF-1), CLEAN SANE)
"
W/roxG -10/ 10 W.W.M. (ON Go MIL VAPOR BARRIER). UTILITY ROOM AREA
1# 5 GONT. GONG. SLAB SF_F_
EXP. JOINT .......
SECTION A ON
SHEET 5-2
DRAWN
. . . . . . . . . .
4. GHEGKED
30" DOUBLE WIRE MESH AROUND T. R.
ENTIRE PFERIMFETFEROF SLAB
DATE
08-28-07
uj GENERATOR AREA CONCRETE FLOOR DETAIL SCALE
u
z
j SCALE: N 1/2"= V-0"
AS SHOW N
U_
LU JOB No.
it
La
C)LAMFETF-P, GOING. F70. SHEET
Ln
O
A---2
OF 2 sHEa-5
w
CODE: FLORIDA BUILDING CODE 2004 NEW W OAD Q I I I I
bxbwup f EENGE o
FOUNDATIONS: RBTE WI RN Mae" 1. FOUNDATIONS ARE BASED ON A SAFE SOIL BEARING CAPACITY OF 2000 P.S.F. _
GENERAL: r,�t,�cRStr - GR'0'% T
1. ALL CONCRETE NOT OTHERWISE SPECIFIED SHALL BE CONTROLLED STONE, GRAVEL OR SLA G CONCRETE TO TEST AT LEAST 3000
TOIl�
" P.S.I. IN STANDARD 6' X 12' CYLINDERS AT 28 DAYS AND HAVE NOT LESS THAN 5 1/2 SACKS OF CEMENT PER CUBIC YARD OF' ° . `' rrW��
CONCRETE AND NOT OVER j$ GALLONS OF WATER PER SACK OF CEMENT. MAXIMUM SLUMP SHALL BE 5" +/ -1 INCH. CONCRETE FOR :corri�actRC• : • _ V
_ FOOTINGS AND THE BEAMS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE OF 3000 P.S.I. D
2. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING ASTM A615, GRADE 60. ALL Uj
REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO -WAY MATS OF STEEL SHAT BE TIED AT ALTERNATE -
INTERSECTIONS BOTH WAYS. COLUMN TIES AND BEAM STIRRUPS SHALL BE IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE _AII O
Z
REQUIREMENTS OF THE 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315 - LATEST SE�T IIA / Ln n CL
EDITION) . LAP ALL BAR SPLICES 36 DIAMETERS (UNLESS OTHERWISE NOTED). HOOK ALL CONTINUOS BARS AROUND CORNERS 1' -6' SCALE: I = 1' - O" v I 00
OR PROVIDE CORNERBARS. LAP TOP CONTINUOS BARS AT MID -SPAN; LAP BOTTOM CONTINUOS BARS AT SUPPORTS, U.N.O. = NEW G: N GR E T E M v
I I I I
3. MINIMUM CONCRETE COVER FOR REINFORCING BARS: - FLOOR '� w
M 0
STRUCTURAL PART , ^
(A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH NEW WOOD
(B) CONCRETE BEAMS, GIRDERS AND COLUMNS FENCE LL
(C) FORMED SURFACES EXPOSED TO WEATHER OR EARTH II L (n
4. ALL CONCRETE SLABS ON THE GROUND INCLUDING SIDEWALKS NOT OTHERWISE NOTED, SHALL HAVE ONE LAYER OF 6X6- 1.4 \1.4 2G•60 X'2& Uj LU W
I
WELDED WIRE FABRIC.
WIRE FABRIC SHALL CONFORM TO ASTM A185. WIRE FABRIC MUST LAP 12 ' MIN AT SIDE AND END LAPS AND BE
WIRED TOGETHER. FABRIC SHALL EXTEND WELL INTO SUPPORTING BEAMS AND WALLS FOR ANCHORAGE (UNLESS AN EXPANSION JOINT SOIL STATEMENT � C) I�
IS CALLED FOR PROVIDE �' PRE MOLDED EXPANSION STRIPS BETWEEN SLABS ON GRADE AND COLUMNS AND /OR MASONRY WALLS.
ALL FILL PLACED UNDER SLABS SHALL BE CLEAN SAND OR ROCK, FREE OF DEBRIS AND OTHER DELETERIOUS MATERIALS. THE Inspection of the existing soil reveals light sand and N AINDO ® ® W
n capacity
MAXIMUM SIZE OF ROCK WITHIN 12 INCHES BELOW THE FLOOR SLAB IN COMPACTED FILL SHALL BE 3 INCHES IN DIAMETER. WHERE limerock with an allowable desi g of 2,000 PSF. 14,_3 � * °--�
FILL MATERIAL INCLUDES ROCK LARGER ROCKS SHALL NOT BE ALLOWED TO NEST AND ALL VOIDS SHALL BE CAREFULLY FILLED WITH Contractor shall contact Architect after ground has been broken U �
SMALL STONES OR SAND, AND PROPERLY COMPACTED for a soils inspection prior to the preparation of footings. Q Q
CONCRETE FLOORS SLABS PLACED DIRECTLY ON THE SUPPORTING SOIL SHALL BE A MIN. OF 4' IN THICKNESS, REINFORCED WITH NO Architect Shall submit to the Building Department a letter UtILItY W >
LESS THAN 0.028 SQUARE INCHES OF REINFORCING PER LINEAL FOOT OF SLAB IN EACH DIRECTION. FILL SUPPORTING SUCH SLABS attesting that the site has been observed and that the T ® >
SHALL BE COMPACTED UNDER THE SUPERVISION OF A SPECIAL INSPECTOR TO A MINIMUM OF 95 PERCENT OF MAX. DRY DENSITY conditions encountered are similar to those upon which the NEW WALL o
FOR ALL LAYERS, AS VERIFIED BUY A A FIELD DENSITY TEST, SPECIFIED IN SECTION R4404.4.3.2.OF THE F.B.C. design is based. /
�_ �� z
,�/ p� N ►�
STRUCTURAL STEEL: W OOD DOORS Q® W
w
1. ALL STRUCTURAL STEEL SHALL BE ASTM DESIGNATION A -36 (MIN)
2. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN
FABRICATION AND ERECTION OF THE STRUCTURAL STEEL FOR BUILDINGS AS SET FORTH IN THE LATEST REVISION OF THE AISC
MANUAL OF STEEL CONSTRUCTION
3. ALL MEMBERS NOT CLEARLY DETAILED ON THE DRAWINGS TO BE BOLTED SUFFICIENTLY TO DEVELOP THE MEMBER IN SHEAR.
4. PAINT ALL STRUCTURAL STEEL WITH ONE SHOP COAT OF AN APPROVED RUST INHIBITING PAIN, FIELD PAINT ANY BURNED OR
SCARRED STEEL AFTER ERECTING AND CONNECTING IS COMPLETED. TERMITE PROTECTION 3' -7" 4' -2"
5. ALL BOLTS CONFORM TO ASTM A -307 OR A -325. BOLTS FOR CONNECTIONS OTHER THAN ANCHOR BOLTS SHALL BE A -325.
MASONRY: Provide preconstruction treatment protection against subterranean termites in compliance /
1. ENGINEERED LOAD BEARING CONCRETE MASONRY WALLS ARE DESIGNED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR w/ FBC Section 1816. NEW A0017 -Pr =0K
MASONRY STRUCTURES ACI 530 -2 -02 /ASCE 5 -92/ TMS 402 -02 AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI A Certificate of Compliance shall be issued to the building deparment by a licensed pest control (SEE A -4)
530.1 -02 /ASCE 6 -92 /TMS 602 -02)
2, MATERIALS: company that contains the following statement:
ALL CONCRETE UNITS SHALL CONFORM TO ASTM C90 -85 AND ASTM C145 -85 WITH A F'm =15000 P.S.I. MORTAR: TYPE M The building has received a complete treatment for the prevention of subterranean termites.
COMPLYING WITH HE REQUIREMENTS OF ASTM C270 -86.
Grout SHALL BE J" MAXIMUM SIZE PEAROCK CONFORMING TO ASTM C- 476 -83 WITH 28 DAYS MINIMUM COMPRESSIVE STRENGTH OF Treatment is accordance with rules and laws established by the Florida Deparment of Agriculture and
3000 P.S.I. GROUT SLUMP TO MINIMUM 8 ", 10" MAXIMUM Consumer Servicers."
CONCRETE REINFORCING STEEL - A615 GRADE 60. PARTI FLOO PL AN
JOINT REINFORCEMENT: TO BE #9 GA. LADDER -TYPE DUROWALL AT 16 O.C.
3. CONSTRUCTION: �/
MATERIALS, METHOD OF CONSTRUCTION, INSPECTION AND TESTING SHALL BE SPECIFIED BY NCMA AND ACI MORTAR BEDDING (1) NORTM I I �T I I T I GENE A MASONRY UNITS SHALL GE LAID IN RUNNING BOND WITH FACE SHELL BEDDING EXCEPTS THE FIRST COURSE OF MASONRY ON U
FOUNDATIONS SHALL BE LAID IN FULL BEDDING.
BE OVERLAPPED 6" MINIMUM. SCALE: 1/4" = P - O" _ (_0
GROUTING SHALL BE A CONTINUOS OPERATION IN LIFTS NOT EXCEEDING 4' -0" AND A MAXIMUM POUR OF 12' -0". �� OD (0
4. INSPECTION: � (0 0-) A) DESIGN OF THIS PROJECT IS BASED UPON ENGINEERING INSPECTION OF THE REINFORCED MASONRY WORK. n Q0 L0
B) SPECIAL INSPECTOR REQUIRED FOR REINFORCED MASONRY WALLS
MISCELLANEOUS: .� (,o Ln Q I I
1. ALL REINFORCING STEEL AND STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT (OR ENGINEER) FOR � 00
APPROVAL. NO FABRICATION, ERECTION OR PLACEMENT SHALL TAKE PLACE UNTIL APPROVE AND /OR CORRECTED SET OF SHOP I ry N r"')
DRAWINGS ARE RETURNED TO THE RESPECTIVE PARTIES. 0
2. CONTRACTOR SHALL WORK THIS SET OF DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL _j (D Lf)
DRAWINGS.
3. IN CASE OF DISCREPANCY BETWEEN ARCHITECTURAL AND STRUCTURAL PLANS, ARCHITECTURAL PLANS SHALL GOVERN UNLESS 00 0
STRENGTH IS AFFECTED, BRING ANY DISCREPANCIES TO THE ATTENTION OF PROFESSIONAL IN RECORD BEFORE COMMENCING WORK. OO
FRAMING: '
1. ALL FRAMING (INTERIOR, EXTERN, BEARING, NONBEARING, JOISTS, RAFTERS, WOOD TRUSSES, ETC) SHALL BE DONE IN ACCORDANCE v N Q J
WITH THE LATEST EDITION OF THE F.B.C. AND ALL OTHER PERTAINING CODES, STANDARDS, CHAPTERS, PUBLICATIONS AND Lj_J EW-
ORDINANCES. LjLj
2. ALL PLYWOOD USED STRUCTURALLY BE IDENTIFIED FOR GRADE AND GLUE TYPES BY THEIR TRADEMARKS OF AN APPROVED ALL NAILS AND
GRADING AND TESTING AGENCY. ANY EXPOSED WOOD TO BE ARCHITECTURAL SELECT GRADE. WOOD JOISTS /RAFTERS IN CONTACT CONNECTORS TO BE 2X4 P.T. NAILERS
WITH MASONRY SHALL BE PRESSURE TREATED AND ADD A PIECE OF #30FELT (U.N.0) GALVANIZED 1X6 P.T. PINE
4X4 P.T. PINE POST
3. ALL WOOD TO BE A MINIMUM OF NO.1 GRADE SOUTHERN PINE OR BETTER WITH A MINIMUM FIBER STRESS OF Fb =1200 P.S.I. ANY 4X4 WOOD POST P.T. 4' -0" O.C.
EXPOSED WOOD TO BE ARCHITECTURAL SELECT GRADE UNO. '
4. LUMBER USED FOR STUD IN EXTERIOR WALLS SHALL BE OF A STRESS GRADE NOT LESS THAN 625 PSI. NOMINAL EXTREME FIBER Uj
2X4 P.T.NAILER
STRESS IN BENDING. LU
1X6 WD. SLATS (PICKETS)
5. THE ALLOWABLE LOADS ON ALL TYPES OF CONNECTORS SHALL BE AS SET FORTH IN THE STANDARD LISTED IN THE "F.B.C." 6" OR 8" O.C. O ° O LLj Qr
LATEST EDITION. Un o af in
N
SLOPE TO GRADE CONCTRETE x Q W O
SLAB Q
12" DIAMETER CONIC. FTC.
Uj w j (-
GRADE
1 Z z!
- o 4' -0"
12" DIAMETER CONIC. FT 12" DIAMETER CONIC. FT
SECTION ELEVATION
4X4 PT POST SCALE SEE PLAN
® 4' -0" O.C.
1X6 WOOD FENCE D E TA I L DATE 10/7/07
k NT TINT SCALE: 3/8 "=
12" DIAMETER CONC. FTG. 2X4 NAILER 1' -0"
PLAN VIEW
DWG No: S
SHEET
REVISIONS BY
NEW WOOD
f FENCE
bx6WWF � /�� ' {`
GENERATOR
WIRE ME81� I y f " /
PROPOSED CONCRETE
f.
CONCRETE STRIPS o K, k�
I arp CONT ® CONCRETE
D _ L0
. / Lo
COMPACTED'
sANa i' NEW C NCRETE
FLOOR -J
SECTION "A -A" NEW WOOD 4-J
FENCE .®
SCALE: 1 = 1 - 0 11' - r
"
.0
rq
UTILITY N
CU
V)
M
a
C M
i
>Or�
Q d U- u
NEW WALL
ELECTRICAL NOTE () 0 x,6 8 U
WOOD DO ORS 0 ®3
. ® 4-J 2 0 3 2 0 3 -0 2 —o 3
Ln
'
nut
' ' ' " CONNECT NEW UTILITY 'ROOM LIGTH C U N
—' 0 —0
TO CIRCUIT SERVING EXISTING
UTILITY ROOF" 1 TO 59 MEMOL I SH 0O. Q
USE # 12 WIRE, 20 AMP CIRCUIT
2' -4" 4' -2"
CD
I
DO rn
NEW WOOD! —DECK
SEE A-4
5 '- 0 "
?
SO I L S A EMEN
f
,1555 >„
£f'�t
T T T
PARTIAL FLOOR P LAN
Inspection of the existing soil reveals light sand and f,.,'. ^
Ilmerock with an allowable
design capacity of 2 ,000 P Si NORTH U T L I TY 8c GENERATOR A R EA
Contractor shall contact Architect after ground has been. broken
CRASS for a soils inspection prior to the preparation of footings. SCALE: 1/4" = 1' — 0"
PROPOSED Architect shall submit to the Building Department a letter W
attesting that the site has been observed and that the
C ONCR�T SLABS attesting
encountered are similar to those upon which the
design is based.
NOW SH U56 LEI
C WH I TE FOUNTAIN CRASS
EXISTING PLANTER Ln 00
T
w.
608 \ 1 apb eK 115 ;o6eu \�e ;a6 cgs \�1 ;Oti eK� \nom � 6 °�1 \'6` B�6eg� 1�1
a
:.. a Q�4 ... a. '¢� (ee. a ¢b, lee a ¢ty fee• • •v Q�n te;� r ¢s, � • •� 2g. �
' p� p • ♦ C • p� p C • p dp • e E 04 p✓ p � 1 • p dp C � p0 p • • RtA p% p • e L '..
:,; teo
fv:0 °6 ' e �G Q b' PViP ° P >iO°B� d° Pv: °B� O ��O °Q t e�0°Q� ea'
v �
LL
2" X 21/2" ALUM. ANGLE U) Z OC
W/ (2)1/4 "x2" TAPGON SCREWS �, ® 0
500 ROOM TO COL. AND (2)1 /4"x1 " ALUM. _
SGREW5 TO TOP BOTT. RAILS 2' X 21/2' ALUM. ANGLE 0 N V)
W/ (2 ) 1/4x1 ALUM. SCREWS N w
BO pP TT. RAILS D TO TOP AND � 0 �
ee °eg,a\°� e
C r . e Q
2" X 2 " ALUM. POST
O @ 4' O" O.G. MAX. z
0� CID
PARTIAL FLOOR PLAN
NORTH PARKING AREA & CONCRETE WALK G
SCALE: 1/4" — 1 , _ 0 „
L
'II lg -
DRAWN
h : ij , " . S.
TERMITE PROTECTION CHECKED
12" T. R.
Provide preconstruction treatment protection against subterranean termites in compliance QQ DATE
w/ FBC Section 1816. OU -28 — ®7
U A Certifica o f Compliance shall be issued to the building deparment by a licensed pest control G ENERATOR SCALD
W company that contains the followin statement
F E N C E DETAIL AS SHOWN
W " The building has received a complete treatment for the prevention of subterranean termites. :SCALE: 1 1' JOB No.
Treatment is accordance with rules and laws established by the Florida De of Agriculture and
m p arment
L
Consumer Servicers. SHEET
Ln A.-.2
o °
�N
Q �� OF 5 SHEETS
W
. � H
Q I I I I
z cn
DOWEL /HOOKED BARS #5, 4" F- 0:1
EMBEDDED W /EPDXY 024 "o.c. Lx oo
VERTICALLY (TYP 1 -3n FOOTING SCHEDULE NO TE: NEW FOOTING SHALL BE CONNECTED TO EXISTING
#5 TIE DOWN @48" I REINFORCEMENT FOOTING BY EMBEDDING 2# 5s CONT. INTO
O.C. MAX 1 MARK SIZE REMARKS EXISTINGFOOTING MIN 6" W /EPDXY. W
TOP BOTT. NEW TIE BEAM SHALL CONNECTED TO EXISTING ( �
MASONRY BY EMBEDDING 4# 5s MIN 6" W /EPDXY. V
EXISTING 2— #5 PROVIDE (2)#5 30 "x30"
F MF -16 I W
� 8' CBS WALL MF -16 16 x 16 BOTTOM CORNER BARS OEVERY
5012" T. I ( CORNER
X5'-0 ® Z
O
( TYP.) I
o I� I � ~
00 CL
I � W w-� U I I I I
o m
Q! w
• I I I EXISTING {r�
WF -16 COLUMN SCHEDULE c j M
MF -16
L_ — — — — — — — — — REINFORCEMENT 0 Q A V ° L
® • MARK SIZE VERTICAL OR TIES REMARKS Q� � u)
BASE PLATE W W W
7' -9" 7' -2" O O 8" X 12" 4— #5 #309 "o.c. v l z C) 0
6 3Y2 ROUGH ® O
OPENING
Q
>
®>
UTILITY ROOM FOUNDATION PLAN w _ z
j
SCALE: 1/4"=V-0" Q� CQ
2 —PLY ROOFING SISTEM W
rY
2 1/2" METAL DRIP
ON 1x2 PT.FURRINS SLOPE 1 /4" PER FOO
Q0
•
TIE BEAM TYP. • •
#5@8" BOTT
14' -11" #5012" BOTT
8 „
14' -3"
FA I
00 1 ir
#5 B 5/8" STUCCO
a�
U
#5@18 BOTT PROVIDE LADDER
o - 0) — TYPE HORIZONTAL
LONG WAY REINFORCEMENT (3) Q0
EVERY OTHER COURSE O) 00
n Q0 LO
Z C.B.S. In Q
s WALL �My ryy
m " •� W W
4 CONC. SLAB W/ 6 x 6— CBS (� N
#5 @8 TOP 10/10 WWM ON WELL V 3: 0 1 1
W 12" HOOK COMPACTED, GLEAN FILL AND WALL Co In
/ 6 MIL VISQUEEN (DOUBLE MESH LL 00 0
MIN. LAP 30" ° AT PERIMETER 30 IN.)
_ a . —�E� -- �� _ C\l Q J
`'
°. �' \ \ \ \ \ \ \ \ \� \ ♦ \ \ \ \ \ �. GRADE
GRADE
a / \
• . � r \i r r r \iii r�, vvv\i�\i ��
It
.
U TILITY ROOM ROOF FRAMING LAN \/r r d .a \
/i / / / / /� /
SCALE: 1 / 4 "=V -0 " /i��i
i /
DOWEL BAR #5. PROVIDE 30"
SPLICE & ATTACH TO EACH SEGTI " A - A "
VERTICAL REBAR.
LjLj O
Q ? �
jZ
4X4 PT POST MANSORY OPENING lam'
v
BEAM SCHEDULE
.`n. • a • O
3 min
S
MARK SIZE REINF TIES REMARK
MORTAR
PROVIDE (2) #5 30 "x30"
CORNER
USP WT225 WALL TIE W /(2) 1/ 4" x3" TAP CON TB 8" x 12" 4 # #309 "o. c. CORNER BARS OEVERY
SCREWS TO EXISTING MASONRY AND
SCALE SEE PLAN
EMBEDDED MIN 3" INTO BLOCK MORTAR
(EVERY OTHER COURSE AND AT TOP COURSE) DATE: 10/7/07
MASONRY ANCHOR DETAIL
SCALE: 1/4"=l'-0"
DWG No: S
SHEET
REVISIONS BY
<< i
A
J c c
Z
3 FOOTING SCHEDULE
� m I REINFORGEr
X 0 MARK SIZE REMARKS
13' -0" w co I TOP BOTT.
#5 TIE DOWN O
@48" O.G. MAX 1 I MF -1ro fro" x 16" 2- #5 PROVIDE (2) #5 30 "x30"
BOTTOM CORNER BARS @EVERY
CORNER
MF -lro `� 0 EXISTING
8' GBS WALL
I I
I
I� I u
ILL
COLUMN SCHEDULE 4)
® I I EXISTING
I I I WF -16 REINFORCEMENT
MARK '
SIZE VERTICAL OR TIES OR REMARKS c:
y BASE PLATE GAP PLATE V . 0)
STARTER COLUMN PROVIDE dn n
O 8' X 8" 2-#5 --- - ----- #5 X 12" LONG EMBEDDED (U N
® @ 24' INTO EXIST. CBS W/ EPDXY
�- N 4'Ul�
ro' -ro" 7-2"
m C: CA :3 0
ID 12, H '
.®
Q O M
LL i
OO OUN ATION LAN ® � UTILITY
SCALE: 1 /4 " =1' -0" z
,r 2 -PLY ROOFING SiSTEM
Ln
21/2" METAL DRIP .2 N
ON 1x2 PT.FURRINS �" k SLOPE 1/4' PER FOOT -
4, 0 L
4-J
TIE BEAM TYP.
#4 @8" BOTT
#4 @12" BOTT
!fY`35:1.9.
x »,
r;}'u
3/8" STU
LLJ .y �
u
ui
15-8"
G.B.S.
8" 13 -O WALL WALL ., r p�
e. 4' GONG. SLAB W/ 6 x 0 -10/10 `'..,, y 00
WWM ON WELL COMPACTED, uj
MIN. LAP 30" ._..___._...._...._..........., r .....
GLEAN FILL AND ro MIL
VISQUEEN (DOUBLE MESH AT M
' PERIMETER 30 IN r ^ M
#4Ca)(5" B077 a
GRADE- ........ .. : \ r. , ; r \\
f , :`:` ` GRADE
r\,
6
i
/
� • \ ``� :`•� ;;
�y
�{—� ^J `•'L'' '`:> ^. .� \ ` :: /r : r'r , r t:.. ..�.::: .,:;: ' `'i7 i, r /''..��/ j:.,`�: J
Ti4 ^ � S.� L OTT •.. '. \:. \. \:;\ . �.:, : / :.! �:`,� 1 :.`'. r: J/�� G
LONG WAY r r :` ;':`' „',,. ,; `f..,f .`,` f ;:
A '�f f /`.:1 ` k �" '� ``f` �'/ !ter , .��'\ ": . /\ � .., . .� ` ` ` ` , r r
N�
SECTION SS B - 13
I > SCALE: 3/4" = 1' — O
#4C@E TOP
R
W /5" HOOK
z
UTILITY ROOM ROOF MIN G PLAN
SCALE: 114 " =1' -0"
I"IARK SIZE izEINF 12EMAl2KS
PROVIDE (2) #5 30 "x30" DRAWN
TB 8" X 12" 4 #5 CORNER BARS @EVERY D.S.
CORNER
GHECKKED
T. Imo.
'DATE
08-- 28-07
w
U
Z
SGALE
Lu
w AS SHOWN
U-
w
JOB No.
Z
J
Ln SHEET
A---3
0
o
N
Q OF r j SHEETS