HomeMy WebLinkAboutSurvey)UNDARY SURVEY of 4442 EDWARDS ROAD, FT. PIERCE, FLORIDA
ST. LUCIE COUNTY PARCEL ID #2430-113-0001-000-1
EX/STING
BUILDING
O
M
750 SQUARE FOOT
UNOBSTRUCTED
AREA F-1
SQUAREFOOT
ORA/NFIELO []
IWO GALLON
SEPTIC TANK
EXISTING SEPTIC
SYSTEM/N THIS
AREA TO BE REPLACED
78.4'
PROPOSED
SINGLE STORY
RESIDENCE
S880 18' 23"W
60.01
58.0'
ENTRY
4442 EDWARDS ROAD
MINIMUM FINISHED FLOOR
ELEVATION = 172
EXISTING
BUILDING
18WO'ATTACHED OPEN
CARPORT -SEE INCLUDED
DESIGN PLANS
EXISTING
BUILDING
PORCHn
N88012'21"E
Tyofs Notes
bearings shown hereon are based upon the westerly line of Lot 15, Block 793, having
I of N 88°1221' E per deed.
'above -ground evidence of existing utdides is shown hereon.
valid without the signature and the ortginaf raised seal of the Professional Surveyor and
40'
EDWARDS ROAD
subject property appears to /to In Zone X, area determined to be outside the a2% annual
600dplam according to Fkod Insurance Rate Map Community Panel Number
,0186J, dated February 16, 2012.
bons and deletions to survey maps, sketches, or reports by other Man the signing party or
is prohibited without written consent of the signing party or parties.
survey Is cerOYled to and prepared for the sole and exclusive benefit of the entities and /
Iduals listed and shall not be relied on by any other entities or individuals.
aid measurements taken for Mis survey were made with Roboh'c Total Station and/or steel
ccuracy: Suburban: Linear. I loot in 7,500 feet
elevations shown hereon are based on an assumed datum.
NOT PLATTED RECEIV -D FEB Z`_' 2017
524.86' s88°18'23W-----135.1ij -
---------------
O LEGEND
® - INDICATES FOUND
112" IRON ROD
NNO CAP
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1
PARCEL
1
#2430-113-0001-000-1
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1 " = 50'
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PO/NTOF j
COMMENCEMENT i
INTERSECTION OF THE
NORTHERLYRIWLINEOF
EDWARDS ROAD S
WESTERLYRWLINEOF I
— — -- ROGERS ROAD
I
524.86'
66, PUBLIC RIGHT-OF-WAY - WIDTH VARIES
ASPFWLTPAVEMENT
LEGAL DESCRIPTION
A PARCEL OF LAND LYING IN SECTION 30, TOWNSHIP35SOUTH,RANGE 40 EAST,ST. LUCIE COUNTY, FLORIDA, BEING MORE
PAR77CULARL Y DESCRIBED AS FOLLOWS:
FORA POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OFEDWAROSROAD(A 66
FOOT RIGHT-0E-WAYJAND THE WESTERLYRIGHT-OF-WAYL/NE OFROGERSROAD (A 30 FOOT RIGHT -OF- WAY) THENC
29'26° 61STALONG SAID WES7ERLYR/GHT-0E-WAYL/NE, A D/STANCE OF 318.60 FEET T'O THE NO l O/E
THE SOUTHWEST 114 OF THE NORTHEAST 114 OF THE NORTHEAST 114 OF SAID SECTION 30,' SAID l . ,Ell ,¢02.
SOUTH OF THE SOUTH LINE OF THE PLAT OF THOUSAND PINES ESTATES AS RECORDED /N PLAT r,,PA�E1 A
ALONGTHE WESTERLYR/GHT#-WAYLINEOFROGERSROAD, THENCE SOUTH 18'23'WEST, 4 O
DISTANCE OF 135. 10 FEET TO THE POINT OF BEGINNING. THENCE CONTINUE SOUTH88°18'23°WES ,ALONG SAND NORTH LINE,A
DISTANCE OF524.86 FEET TO THE WEST LINE OF THE SOUTHWEST 114 OF THE NORTHEAST 114 OF THE NORTHEAST 1f4 OF SAND
SECT ION 30,• THENCE NORTH 00°23'23° EAST, ALONG SAID WEST LINE, A D/STANCEOF 17.30 FEET,' ]HENCE NORTH88° 12'21-
E4ST, A DISTANCE OF524.92 FEET, • THENCE SOUTH 00° 29'26-WEST, A DISTANCE OF 18.22 FEET TO SAID NORTH LINEAND THE
POINT OF BEGINNING. SAID LAND CONTAINS 9316 SQUARE FEET, MORE OR LESS.
Certified to:
Lorraine S Harris
Katherine S Ozenberger
{ACTORY I -BEAM
T. 2 XS WOOD CAP
6"XIrMS' CONCRETE
ASONRY UNITS
j (DRY-STACXED)
;0 .;;• A PIER
• F-1
OF
i
17" . 25"
GRADE COVERED NTH PAD
-MIL POLYETHYLENE 30000 CAPACITY
flLM NOTE PIER TYPE 'A' OAS A
MAXIMUM HEIGHT OF 34 FROM
GRADE TO TOP OF P.T. 2 X 8
P.T. 2 X8 WOOD CAP
!. 14 •.
•• B"XB"X18" CONCRETE
ASONRY UNITS
'.�.•�.: (DRY -STACKED)
•tr• S I
F-I n n
GRAD •i A'; •+
13" • 28,
S PAD
2375# CAPACITY
NOTE: PIER TYPE 'S' HAS A
MAXIMUM HEGHT OF 48" FROM
GRADE TO TOP OF P.T. 2 X 8
STRUCTURAL LOAD LIMITATIONS:
CODE EDITION: 2014 FLORIDA BUILDING CODE (5TH EDITION) 8 ASCE 7.10
1. ULTIMATE DESIGN WIND SPEED:
17D mph WINOSPEED
2. NOMINAL DESIGN WHO SPEED:
132 mph WI NO SPEED
3. WIND EXPOSURE CATEGORY: "C'
4. IMPORTANCE FACTOR: 1.0
5. DESIGN ROOF LIVE LOAD:
20 PSF
S. DESIGN FLOOR LIVE LOAD:
4U PSF
7. MI N. ASSUMED 801 L BEARING CAPACI TY: 1500 PSF
a. OCCUPANCY CLASSIFICATION: M
S. CONSTRUCTION TYPE: VS
10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENTIN A HIGH
VELOCITY HURRICANE ZONE AS DEFINEO BY THE IPM
11. THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR
SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD
PRONE OR ZONE AREA. THE BOTTOM OF THE STRUCTURAL
I -BEAM MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD
PLANE LEVEL FOR THIS BUILDI NO TO BE LOCATED IN A FLOOD
PRONE OR ZONE AREA OR THE THE GRADE AT THE BUILDING
SITE MUST BE ABOVE THE FLOOD PLANE LEVEL.
FOUNDATION NOTES:
1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BI
2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR I
DOUBLE BLOCKED.
3. ALL SIDEWALL ANCHORS ARE SPACED PER PLAN AND FOUR FOOT GROUND ANCHI
4. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE )-BEAM AND TI
KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P.T. LUMBER, I
POINTS SHALL NOT BE LESS THAN 25 OF THE BEARING PRIOR TO ADDING THE SHI
5. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. ULTIMATE CAPACITY
G. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SE
7. ALL PIERS SHALL BE CONSTRUCTED OF 6'XB" X IT CONCRETE MASONRY UNITS
8. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS.
B. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (80 DEGREES FROM THE 0
LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE.
10. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURI
1*O
F
MU
FACTORY 1-BE
MATEUNE
FACTORY I-E
FACTORY
6'-0" O.034'-0- NOTCHED ENTRY (END)
AX SPACING 28'-D" NOTCHED ENTRY (START)
A, y�NCENT
:0���cEVSF;cy�:
F-I 5'-4" O.C. '-0 Q
MAX— MAX No. 56196
ST F w
,aw,".
02'017
LONGITUDINAL 7'-6" TYP,
ANCHOR STRAP7r-8'-0" MAX
10' i1
P"O IPA
I'I� pt• I•�•
�I
I=
6'-0" O.C.
18.SenybS. Engineering Services
318. S. Scenic Hwy, $I0. ADD
THESE STANDARDS EAND PLANS BTHET
THE 2014 F.B.C. -RESIDENTIAL l5TH EDITION)
���
DRAWING INFORMATION
CUSTOMER: H�ARRIS
Lake Wales, FL 33853
Phone: 863.5895980
V =ULTIMATE DESIGN WHO SPEED = 170 MPH (RISK CATERGORY II BUILDING)
V
�5►{y
ADDRESS: 4442 ARD.�P0., F0%I�"Ee/'T T4
'i
DESIGNED FORM
PSF ROOF LIVE LOAD
AND 1500 PSF BOIL
NAME:
= NOMI NAL DESIGN WIND SP EED= 132 MPH(RIS K CATERGORY II BUI LOING)
CONTRACTOR _
M.O.J.
MODEL QTL28562C 26'-8"X 54'-0"/56'-0"
BEARING CAPACITY
Fax: 1-868.865-2D44
(TABLE 1sos.anl
T )P'"� `�
FOUNDATION PLAN AND DETAILSi
DATE:
MARK V. RIGHTER, P.E.#66108
31B S. SCENIC HWY, STE. 100
LLC L
D2-0B-z5n
PROVIDED BY
r' — 1
LAKE WALES, FL
(IANGWOOD)
SENYR ENGINEERING SERVICES
SCALE:
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OFFICE: 883683-5980
51GSC
`v„x_n__ I-,-m Lain 1oml y—
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NOT PRINTED T09CALE
LAKE WALES, FLORIDA 33853
sHEEr1 oF,