HomeMy WebLinkAboutRevisions; Back Porch & RoofOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT# 0 3
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
/Z
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
'0
ny vltiA 7-o 6tw, J'/'/
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. 4:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME): _
NAME: 19?alv i e
STATE:
ADDRESS:
CITY: ' 7- STATE:
PHONE'5(�DAYTIME: / 7^
77, ?leo -739
ARCHITECT/ENGINEER INFORMATION:
ST. LUCIE CO CERT. 4:
ZIP:
FAX:
ke,-rFAX:
d r ly
NAME: ei-4,-H P1011e
ADDR-E S: -& � P-elewIA-c 1101,vc
CITY: Fot;--r STATE:
PHONE (DAYTIME): FAX:
SLCCC.- 9123109 w
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Revi-Vd 0613 0/17 c
x
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ZIP: 13 r/!F ve;.
ZIP: jz/ 7zle-
T.
0
FND %" IR
(NO ID)
0' 20' 40' 60'
F. BLOCK
CORNER
212.02'
N 89040100" W
I LOT
LEGEND & ABBREVIATIONS BLOCK
A
A/C
BE
BM
C
CBS
C/L
CM
CONC
DEG OR
ELEV
FFE
FND
ID
IP
IR
IRC
LB
LS
M
MON
N&C
NAVD
NGVD
NO OR #
N TS
OHP
ORB
P
PG(S)
PLS
POB
POC
PRM
PSM
R
RLS
R/W
&
A
Il
RECORD SURVEY
LOCATED IN SECTION 39, TOWNSHIP 34 SOUTH, RANGE 40 EAST
SAINT LUCIE COUNTY, FLORIDA
177.00'
S 89040100" E- -
x 19A
s
SEPTIC
AREA
OUT OF
RANGE
ARC LENGTH OCCUPIED s
AIR CONDITIONER
BURIED ELECTRIC
BENCHMARK
CALCULATED FROM FIELD MEASUREMENTS
CONCRETE BLOCK STRUCTURE
CENTERLINE
1 STORY CBS
COMMUNITY
CENTER
FFE = 19.40'
x 18,8
- - 180.00' - - 19.04
N 89'040'00" W
BARCELONA AVENUE
Q
i 'RW
1
1� W WOOD FENCE
--6.5' OVER LINE 180.00, 4.7' OVER LINE
FND %" IRC
S 89'040'00" E
FND %I
IR
I UNREADABLE
(NO I
)
LOT 6
WOOD FENCE
x 19,4 t6
=:6
18.7
BLOCK P
UNDER
CONSTRUCTION
LOT 5
co
;o
BLOCK P
0
c
( o
NDER CONSTRUCT/
o
N c
y
46.00• If
10.7•
19.2 x
s.o• 8.0'
PRO
OSED 8'X40'
i
CONTAINER
275.02'
N 89040100" W
FND %" IRC
LB # 7903
S 89040100" E 240.04'
BLOCK
CORNER
LOT 9
I LOT 7
TI
D TO EXISTING
EXISTING METAL
LOT 4
CONCRETE MONUMENT
CONTAINERS
CONTAINERS
_i
CONCRETE
BLOCKP
BLOCKP
26 os
c
c
i
BLOCK P
DEGREE
OCCUPIED
_ �'
UNDER CONSTRUCTIO
VACANT
ELEVATION
/ i
j
x 19.3
19.6
FINISHED FLOOR ELEVATION
FOUND
BU IED
- OHP-OHP--OHP-----BE--/-BE-----BE----------BE-----BE
ELECTRIC
I- \ BE - - - - - BE - - - - - BE - ELECTRIC
40.00'
„
19.5
�,
8.0'
g,p
�o.s• I
46.00'
SE
VICE
,X
•to.0o
IDENTIFICATION NUMBER
ft
20.7
sz.o°•
70.9'
IRON PIPE
tq
20A
IRON ROD
^
x
EXISTING
PROPOSED
IRON ROD & CAP
/
N
O
STEMWALLS
STEPS
LICENSED BUSINESS
IRRIGATION
I
'
WITH
N
�
WELL50.01
CONTAINERS
LICENSED SURVEYOR
I
TOP ELEV. = 26.0' a
MEASURED DATA
f 23.3 x
0
o
MONUMENT
,
77.2•
32.00•
70.8'
6' WOOD FENCE
NAIL AND CAP
6' WOOD FENCE
NORTH AMERICAN VERTICAL DATUM 1 STORY CBS
.4 °
RESIDENCE \ /J 7s.1• �3 S a114
34.2• ` o
NATIONAL GEODETIC VERTICAL DATUM FFE _ 26.\ LOT 10
NUMBER BLOCK P / EXISTING EXISTING
NOT TO SCALE \ STENIWAL S
OVERHEAD UTILITIES
OFFICIAL RECORDS BOOK
PLAT DATA
PAGE(S) F s SEPTIC s
AREA N
PROFESSIONAL LAND SURVEYOR OUT OF RANGE -
POINT OF BEGINNING L S s
x 25.7 J
POINT OF COMMENCEMENT @- - - -
PERMANENT REFERENCE MONUMENT S 89040'00" E
PROFESSIONAL SURVEYOR AND MAPPER FND %" IRC
PSM # 4942
RADIUS
REGISTERED LAND SURVEYOR
RIGHT-OF-WAY
WATER METER FND %" IRC
AND LB # 7903
OCCUPIED / Sk sTEPs
WITH CONCRETE SLAB
233 TOP ELEV. = 2 .2' 23�°
a
_ FND %" IRC x 23,T
UNREADABLE
105.6' BENCHMARK
24,0
ELEV = 23.98'
„
177.00'
AT - 211.98'
DELTA S 89040'00" E
UTILITY POLE
FND %" IRC
LB # 7903
180.00,
S 89040'00" E
BASE BEARING
69.7'
x 21.5
22,5
FND %" IRC
(NO ID)
BENCHMARK
ELEV = 24.35'
240.05'
0 3
c FND %" IRC
�
TOP OF BANK - - - - � LB # 7903
-
--x 23,8
3�
23
-
- - -
- -CIL-SWALE - -
--x 23.16
- S 89*40'
O" E -
180.001, - -
23.74
GRADY DRIVE (SOUTH
CANAL AVENUE PER PLAT)
20' DIRT
80' RAW
6
Y
x 25A
24,05
x 25,3
x 25.2
TOP OF BANK
- x 2 4-6-
EDGE OF WATER
X_1-1-7 -------X-1,7--- - - -
BELCHER CANAL
1164' R!W
---x11,7
RECEIVED
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
4600 GRADY DRIVE, FORT PIERCE, FL 34946
LEGAL DESCRIPTION
LOTS 5, 6 AND 7, BLOCK P, HARMONY HEIGHTS ADDITION, A
SUBDIVISION ACCORDING TO THE PLAT THEREOF, RECORDED IN
PLAT BOOK 8, PAGE 38, OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA.
GENERAL NOTES
LOT 3
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
BLOCK P
RESIDENTIAL.
VACANT
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
MAPPER.
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEY01
& MAPPER.
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
NORTH LINE OF GRADY DRIVE (S. CANAL AVENUE, PER PLAT),
BETWEEN EXISTING MONUMENTS AS SHOWN, HAVING AN BEARING
OF S89'40'00"E, AS RECORDED IN PLAT BOOK 8, PAGE 38, PUBLIC
RECORDS, ST. LUCIE COUNTY, FLORIDA.
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY I�
IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 12111 C 0176 K, EFFECTIVE DATE
FEBRUARY 19, 2020.
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988. REFERENCE BENCHMARK BEING ST. LUCIE
COUNTY, "BRIDGE # 940068" WITH A ELEVATION OF 20.81'.
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
STATES STANDARDS, IN FEET AND DECIMALS THEREOF.
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BLOCK
BEEN LOCATED AND SHOWN HEREON.
CORNER
0
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
S 89�40'00" E
BEEN LOCATED ON THIS SURVEY.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
OTHERS.
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
FND %" IRC
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP
LB # 7903
275.07'
ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
S 89*40'00" E
12. THE LAST DATE OF FIELD WORK WAS JUNE 17, 2021.
GLOBAL POSITIONING SYSTEM (GPS) NOTE
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND
- - - - RECEIVER.
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
USING CARLSON SURVEY 2018.
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
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DRAWN BY: CA
CHECKED BY, CA
DATE1 JUNE 01, 2016
HORIZONTAL SCALE:
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL *qu OR gl49RIDA j
LICENSED\E A,'
?'�P4971
ge N4n�f ��� A
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CHARLE " A14NOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICE SENO. 4 71
PRI!ENDATE
SHEET 1 OF 1
PROJECT NO. 16-75719:�]
TICE & DISCLAIMER
FRONT VIEW BACK/R167HT510E VIEW
SHEET INDEX
SHEET #
TITLE
1
COVER SHEET SHEET INDEX AND 30 IMAGES
2
FIRST FLOOR PLAN
3
EXTERIOR ELEVATIONS
4
BUILDING SECTION AND STAIR DETAILS
1. THE CONTRACTOR(S) SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, NOTES, & CONDITIONS PRIOR TC3 THE START OF ANY WORK.
2. ALL WRITTEN DIMENSIONS SHALL SUPERCEDE SCALED DIMENSIONS
3. THE AUTHOR OF THESE DOCUMENTS SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE, OR ANY PROCEDURES, OR FOR THE SAFETY PRECAUTIONS &
PROGRAMS IN CONNECTION WITH THE WORK, & SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE LATEST EDITION OF THE UNIFORM BUILDING CODES (UBC) & LOCAL BUILDING CODES, OR AS
SPECIFICALLY NOTED ON THESE PLANS & CALCULATIONS, WITH THE MOST STRINGENT CONDITION f"OVERNING.
IDER NO CIRCUMSTANCES
LL MGT CUSTOM HOMES BE
►BLE FOR ANY DAMAGES,
-IETHER ARISING FROM TORT
CONTRACT, INCLUDING LOSS
'DATA, LOST PROFITS, COST
'COVER, OR OTHER SPECIAL,
:IDENTAL, CONSEQUENTIAL
INDIRECT DAMAGES ARISING
IT OF THE USE OF THESE
AWINGS.
HESE DRAWINGS ARE THE
ROPRIETARY WORK PRODUCT
PROPERTY OF
GTCUSTOMHOMES. USE OF
HESE DRAWINGS AND
ONCEPTS CONTAINED THEREIN
IITHOUT THE WRITTEN
RMISSION OF
GTCUSTOMHOMES IS
ROHIBITED & MAY SUBJECT
DU TO A CLAIM FOR DAMAGES.
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DESCRIPTION
COVER SHEET, SHEET
INDEX AND 3D IMAGES
DR -AWN BY':
CHt CKED BY:
SHt-�ET SIZE'
MICHAEL
MICHAEL G. TRESP
ARCH D (241' X 36")
SHEET A I
11/12/2021
NOTICE & DISCLAIMER
UNDER NO CIRCUMSTANCES
WILL MGT CUSTOM HOMES BE
4' 15 TREAD5 AT 11" = 13'-q" 16 RI5ER5 AT 7" = q' - 4" LIABLE FOR ANY DAMAGES,
WHETHER ARISING FROM TORT
OR CONTRACT, INCLUDING LOSS
OF DATA, LOST PROFITS, COST
OF COVER, OR OTHER SPECIAL,
+1oq'-4" +100'-0" INCIDENTAL, CONSEQUENTIAL
OR INDIRECT DAMAGES ARISING
714 � � 4 OUT OF THE USE OF THESE
T T DRAWINGS.
CONTROL JOINT
THESE DRAWINGS ARE THE
w _ PROPRIETARY WORK PRODUCT
nW 16 TREADS AT 11" = 14' - 8" 17 RISERS AT 1" = q' 11" 14'-8"- 4' & PROPERTY OF
PROVIDE LIQUID APPLIED MEMBRANE COATING TO !O
n ENTIRE ROOF AREA OF CONTAINERS WITH 3 1/2" LIGHT w - - MGTCUSTOMHOMES. USE OF
WEIGHT CONCRETE M HIGHY`IAY ME5H TYF. SEAL o THESE DRAWINGS AND
CONCRETE AFTER21 DAYS MIN. CURE TIME CONCEPTS CONTAINED THEREIN
WITHOUT THE WRITTEN
PERMISSION OF
MGTCUSTOMHOMES IS
—_ _ — — PROHIBITED &MAY SUBJECT
YOU TO A CLAIM FOR DAMAGES.
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PROVIDE LIQUID APPLIED M MBRANE COATING TO
ENTIRE ROOF AREA OF CON rAINER5 WITH 3 1/2" LIGHT
WEIGHT CONCRETE W/ HIG YgAY MESH TYP. 5EAL
CONCRETE AFTER 21 DAYS IN. CURE TIME
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GENERAL NOTE: EXISTINGGONGRETEcu
-� 0 N E a�
1. RAILING DE5I6NED FOR 200# POINT LOAD .V
AND/OR 50#/LF EU E
2. CONTRACTOR SHALL CONTACT
ENGINEER FOR WELD/STEEL i
IN5PECTION5 PRIOR TO COATING
V
EXI5TING CONCRETE PORCH AND 5TEP5
DESCRIPTION
FIRST FLOOR PLAN
BUILDING CONTRACTOR/HOME OWNER
FIRST ELOOR PLAN, '
TO REVIEW & VERIFY ALL DIMEN51ON5,
5FEG5,& CONNECTIONS BEFORE
CONSTRUCTION BEGIN5. SHEET A2
ELECTRICAL 5Y5TEM GORE: 5EC.2101
MECHANICAL 5Y5TEM CODE: 5EG.2801� / 2/202
LFLUMBING 5Y5TEM CODE: 5EC.2901
NOTICE & DISCLAIMER
UNDER NO CIRCUMSTANCES
WILL MGT CUSTOM HOMES BE
LIABLE FOR ANY DAMAGES,
WHETHER ARISING FROM TORT
OR CONTRACT, INCLUDING LOSS
_ _ -- OF DATA, LOST PROFITS, COST
10
OF COVER, OR OTHER SPECIAL,
0 40FT H6 CONTAINER BEYOND --0 INCIDENTAL, CONSEQUENTIAL
OR INDIRECT DAMAGES ARISING
o OUT OF THE USE OF THESE
E UAL SPA '-0" O.G.) 3 ' aD 2" X 2" X 1/4" STEEL TUBE 42" 02 TYP 40FT HG CONTAINER TYPICAL DRAWINGS.
HIGH GUARD RAIL POST & TOP - A4
RAIL WELD TO TOP RAIL OF 8 EQUAL 5PAc0E5 (4'-0" O.G.) 32'-0" THESE DRAWINGS ARE THE
CONTAINER TYPICAL
2" X 2" X 1/4" 5TL TUBE 42" _ —, PROPRIETARY WORK PRODUCT
HIGH GUARD RAIL POST & & PROPERTY OF
TOP RAIL WELD TO TOP RAIL MGTCUSTOMHOMES. USE OF
m OF CONTAINER WITH 3/32 55
GABLE AT 3" O.G. TYPICAL cn THESE DRAWINGS AND
717
THIRD FLR EL 119'-3". CONCEPTS CONTAINED THEREIN
m m m m m m m m m m m WITHOUT THE WRITTEN
40FT HG CONTAINER TYPI AL PERMISSION OF
WELD CONTAINER W2" MGTCUSTOMHOMES IS
X 3!8" FILLET Q 24" O.C..
• o PROHIBITED & MAY SUBJECT
' YOU TO A CLAIM FOR DAMAGES.
<----40FT HG CONTAINER TYPICAL �
2" X 2" X 1/4" 5TL TUBE: z�2" HIGH -
' GUARD RAIL P05T & TOP RAIL '
s' WELD TO TOP RAIL OF c�V
GUARDIL BEYOND CONTAINER WITH 3/32 55
cn W
5171,SOND FLR EL '-" t1
Zi
EXISTING CONCRETE STEPS O
EXISTING CONCRETE
RETAINING WALL Twj a
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40FT HG CONTAINER TYPICAL
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FRONT ELEVATION RIGHT ELEVATIQN 00
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t---LOFT HG CONTAINER BEYOND --►
CL >1 N U
8 EQUAL 5FAGE5 (4'-0" O.G.) 32-0" - — �_ C. E O
2" X 2" X 1/4" 5TL TUBE 42" HI6H
GUARD RAIL P05T & TOP RAIL • L= =
WELD TO TOP RAIL OF (V E a
17
CONTAINER WITH 3/32 55 _ ' � O
X 2" X 1/4" SAL TUBE
GABLE AT 3" O.G. TYPICAL HI -F-+
HGH GUARD RAIL P05TT & &
TOP RAIL WELD TO TOP RAIL (�
cn OF CONTAINER WITH 3/32 55 1=0 (11 > (�
THIRD FLOOR EL 11 q'-3". GABLE AT 3" O.G. TYPICAL Z
a �� CN ai .v � �_ co
AI E � � � V
2" X 2" X 1/4" 5TL TUBE 42" iVl I I I I I Ico -
H16H GUARD RAIL POST & U = •E
3 ' 4'-1" TOP RAIL WELD TO TOP RAIL 4&FT HG CONTAINER TYPICAL —i► (�
OF CONTAINER WITH 3/32 55 �
GABLE AT 3" O.G. TYPICAL p
TUBE 42" HIGH
GUARD RAIL P05T & TOP RAIL, W
WELD TO TOP RAIL OF -
:b
CONTAINER WITH 3/32 55� n
GABLE AT 3" O.G. TYPICAL v
5EG0ND FLR EL 10T-411
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—cOFT HG CONTAINER BEYOND - EXI5TIN6 CONCRETE
RETAINING WALL
2" X 2" X '1/4" STEEL TUBE 34"
HIGH HANDRAIL P05T AND TOF / -
RAILWITa3/3255CABLE 40FTH0CONTAINER TYPICAL DESCRIPTION
hT 3" 2C, TYPICAL
EXTERIOR ELEVATIONS
FIRST FLR EL 100'-0.
REAR ELEVATION. LEFT ELEVAT10hi, SHEET A�
5CALE: 1/4" = 1' 56ALE: 3/16" = 1'
1117212021
NOTICE & DISCLAIMER
01
01
A4 � --
50ALE: 1/4" = 1'
SECTION DETAIL
5CALE. 1 "=1'
,ONC:RETE FILLED 5TL STAIR PANS
1 /2" X 1 1 /2" X 6" LG. 5TL CLIP ANGLE
'VELD TO STAIR STRINGER
TL CHANNEL 2" X 12" STAIR STRINGER
--- -- 4' NiAX. REF ELEVATION --
03/A4
Q
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TYPICAL ENLARGED
GUARDRAIL ELEVATION
5CALE: 1 "= 1'
50AtiLE: 1/4" = 1'
2" X 2" X 1/4" 5TL TUBE 42" HIGH
GUARD RAIL P05T & TOP RAIL
WELD TO TOP RAIL OF
CONTAINER
-3/32 55 GABLE AT 3" O.C.
TYPICAL
-1/4" X 3 1 /2" H. 5TL PLATE
WELDED TO TOP RAIL OF
CONTAINER W/ 1/4 FILLET ALL
SIDES
cn
--z2" X 2" X 1/4" 5% TUBE 42" HIGH
UARD RAIL P05T & TOP RAIL
IELD TO TOP RAIL OF
ONTAINER
32 55 CABLE AT 3" O.G.
'PICAL
4" X 3 1 /2" H. 5TL PLATE WELDED
9 TOP RAIL OF CONTAINER W/ 1/
FILLET ALL 51DE5
1/2" LIGHT WEIGHT CONCRETE
V/ HIIGHWAY MESH
SECTION DETAIL
5CArLE: 1 "=1'
UNDER NO CIRCUMSTANCES
WILL MGT CUSTOM HOMES BE
LIABLE FOR ANY DAMAGES,
WHETHER ARISING FROM TORT
OR CONTRACT, INCLUDING LOSS
OF DATA, LOST PROFITS, COST
OF COVER, OR OTHER SPECIAL,
INCIDENTAL, CONSEQUENTIAL
OR INDIRECT DAMAGES ARISING
OUT OF THE USE OF THESE
DRAWINGS.
THESE DRAWINGS ARE THE
PROPRIETARY WORK PRODUCT
& PROPERTY OF
MGTCUSTOMHOMES. USE OF
THESE DRAWINGS AND
CONCEPTS CONTAINED THEREIN
WITHOUT THE WRITTEN
PERMISSION OF
MGTCUSTOMHOMES IS
PROHIBITED & MAY SUBJECT
YOU TO A CLAIM FOR DAMAGES.
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DESCRIPTION
BUILDING SECTION
AND STAIR DETAILS
SHEET A,A,
11/12/2021