HomeMy WebLinkAboutAPPROVED HEALTH SURVEY_FLOOR PLANDESCRIPTION
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23.3'
LINE
2
PARCEL TAX ID: 3402-607-0288-000-8
(OCCUPIED)
F.F.E. 21.57 FEET
LOT 22
cV 7
��.»
'% 43.3'
PROPOSED 1 STORYo
C.B.S. RESIDENCFxrP,
PROPOSED F.F.E. 21.70 FEET
ft
26.3'
PROPOSED 4.3'6'%
COVERED LO
PORCH 0
FOUND 5/8" IRON ROD & CAP
.�� (NO IDENTIFICATION)
0.13' NORTH
I 0.33' WEST
SAVANNAH STREET
FENCE CORNER
0.6' NORTH
LOT 21
(VACANT)
24.0' PROPOSED COVERED PATIO
PROPOSED
SEPTIC TANK
0
HAIN LIN FENCE
LOT 20
tx
N.
x
S89'56131 "W 300*00'
FOUND 3/8" IRON RO
PARCEL TAX ID: 3402-607-0291-000-2
(OCCUPIED)
F.F.E. 20.42 FEET
4'
THE SOUTH 22 FEET OF LOT 20, ALL OF LOT
21 AND THE NORTH 22 FEET OF LOT 229
BLOCK 23, INDIAN RIVER ESTATES, UNIT SIX,
ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 10, AT PAGE 57,
OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
AIN LINK FENCE x x x
BLOCK 23
INDIAN RIVER ESTATES
UNIT SIX
PLAT BOOK 10 PAGE 57
(s0' RIGHT OF WAY) - CERTIFIED TO
FDOH in St. Lucie Coun y FOUND 3/8" IRON ROD FIRST INTERNATIONAL TITLE, INC.
Environmental Health
Site Plan Approved for Construction FIRST AMERICAN TITLE INSURANCE COMPANY
Supersedes All Previous Site Plans for
OSTDS sor�- Zz�G41 & well # GSF MORTGAGE CORP, ISAOA, ATIMA
Date:
Revie r. BRIAN N. BRIGGS SR. AND CHRISTINA BRIGGS
SURVEYOR'S CERTIFICATE GROZA BUILDERS, INC.
I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT
REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND
ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE
APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027,
FLORIDA STATUTES Digitally signed by BRIAN C
BRIAN C KIERNAN REVISION: 05/03/21, PROPOSED F.F.E. &DRAIN FIELD.
DN: c=US, o=Florida, REVISION: 09/11 /20, MOVE PROPOSED RESIDENCE.
CIVILSURV DESIGN GROUP, INC. dnQualifier=A01410D0000017REVISION: 09/10/20, MOVE PROPOSED RESIDENCE.
KIERNAN 8 =BRIAN C KIERNAN
REVISION: 08 31 20, DRIVEWAY. REMOVE PROPOSED WELL.
cn=BRIAN CKIERNAN / /
Date: 2021.05M 14:46:06
BY: BRIAN C. KIERNAN DATE OF SIGNATURE COPYRIGHT Q 2020
PROFESSIONAL SURVEYOR & MAPPER ALL RIGHTS RESERVED
STATE OF FLORIDA REGISTRATION NO. 6101 CIVILSURV DESIGN GROUP, INC*
NORTH 22'
LOT 22
SOUTH 22'
LOT 20
.
1
FENCE/
0.4' WEST
FOUND 5/8" IRON ROD
STAMPED "PLS 5209"
FENCE CORN
0.3' SOUTH
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ST. LUCIE i' COUNTY
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LOCATION MAP
LEGEND & ABBREVIATIONS
O.R.B. - OFFICIAL RECORDS BOOK
F.F.E. - FINISH FLOOR ELEVATION
U.E.- UTILITY EASEMENT
D.E.- DRAINAGE EASEMENT
(L%- CENTERLINE
P - PLAT
M�- MEASURED
(C)- CALCULATED
C.M.P.- CORRUGATED METAL PIPE
L.B. - LICENSED BUSINESS
C.B.S.- CONCRETE BLOCK & STUCCO
CONC.- CONCRETE
` L. WOOD POWER POLE
EL - ELEVATION
OHU- OVERHEAD UTILITY LINE
®- WATER METER
O - SET 5/8" IRON ROD & CAP
STAMPED "LB 7805"
-4- GUY ANCHOR
+- PROPOSED GRADE ELEVATION
30 GRAPHICC SCALE
911
( IN FEET )
SURVEYOR'S NOTES 1 inch = 30' ft.
1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
2 ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER
INSTRUMENTS OF RECORD.
4. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED EXCEPT AS SHOWN.
5. DESCRIPTION SHOWN HEREON AS PROVIDED BY CLIENT.
6. FIELD SURVEY LAST CONDUCTED ON AUGUST 25, 2020.
7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE.
8. THE CENTERLINE OF SILVER OAK DRIVE IS ASSUMED TO BEAR NORTH 00*03129" WEST AND ALL OTHER
BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
9. OVERALL PARCEL CONTAINS 33,000 SQUARE FEET OR 0.76 ACRES, MORE OR LESS.
10. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE
GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011).
11. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD
ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD
INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111 CO281 K, HAVING AN EFFECTIVE DATE OF FEBRUARY 19,
2020. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION.
12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)
PHONE (772)323-2244 File & Drawing No.
jA& LOT 21 SILVER OAK DR BNDY TOPO
CIVILSU Scale: Date:
1 " = 30' 08 26 20
A Tradition of Innovative Engineering Drawn By• Sheet
444 4TH LANE S.W. L.B. No.7805
VERO BEACH, FLORIDA 32962 BK 1 of 1
BOUNDARY AND TOPOGRAPHIC SURVEY
GROZA BUILDERS, INC.
SILVER OAK DRIVE
FT. PIERCE FLORIDA
CASTCRETE PRECAST
LINTEL SCHEDULE
TYPE DESIGNATION
"FRa
RAT
8F16ABMT�
LAODFOREBA
J ATMPOFR
WNAL RFI RT O
UPUFTLOM
FTOLD AD
VPWCOR
R" )RRmv
ca
IF
F",""ucm c.u.0
Fora5'-10"overall length U-lintel Type 8F16-IB/1T:
m"R Safe superimposed gravity load = 4360 PLF
Safe superimposed uplift load= 2080 PLF
Safe superimposed lateral load = 339 PLF
1,-R,•
w ,
�o:a°:.Fo�:°°mREaAa1
Beam
Safe
Applied
Safe
Apphe
Composite
Gravity
Gravity
Uplift
Uplift
Load
Load
Load
Load
O3'-0"
8F16-113-117
6113
<1000
3524
<500
ZO
31-8"
8F16-IB-IT
6113
<1000
3060
<500
O4'4"
8F16-IB-1T
6113
<1000
2707
<500
O414"
8F16-IB-IT
6113
<1000
2707
<500
O4'-6"
8F16-1B-IT
6113
<1000
2707
<500
O4'-8"
8F16-lB-IT
5365
<1000
2276
<500
77
5'-4"
8F16-IB-lT
5365
<1000
2276
<500
O8
5'-6"
8F16413-117
4360
<1000
2080
<500
O5'-10"
SF16-IB-1T
4360
<1000
2080
<500
10
6'-2"
8F16-1B-IT
3480
<1000
1868
<500
0
714"
8F16-1B-IT
2661
<1000
1624
<500
12
7'-6"
SF16-113-1T
2661
<1000
1624
<500
13
7'-8"
SF16-1B-IT
1568
<1000
1072
<500
14
7'-8"
8F16-1B-IT
1843
<1000
1136
<500
IS
8'-0"
0164B-1T
1843
<1000
1136
<500
16
814"
8F16-1B-1T
1843
<1000
1136
<500
17
8'-8"
8F16-IB-IT
1843
<1000
1136
<500
18
9'-0"
8F16-1B-IT
1843
<1000
1136
<500
19
914"
8F16-1B-IT
1843
<1000
1136
<500
20
10'-4"
SF16-IB-lT
1533
<1000
916
<500
21
10'-8"
8F16-1B-lT
1366
<1000
800
<500
22
11'4"
8F16-1134T
1366
<1000
798
<500
23
12'-O"
8F16-IB-IT
1254
<1000
723
<500
24
IT-8 "
81716-IB-IT
1075
<1000
607
<500
25
1314"
8F16-1B-IT
1075
<1000
607
<500
26
13'-8"
8F16-lB-IT
1075
<1000
607
<500
27
14'-0"
8F16-lB-IT
1002
<1000
559
<500
PRESTRESSED
28
14'-6"
8F16-1B-lT
1370
<1000
0
<500
PRESTRESSED
29
1714"
81F16-113-1T
950
<1000
405
<500
PRESTRESSED
30
19'4"
8F16-1134T
750
<1000
348
<500
PRESTRESSED
31
16-0
8F16-1B-IT
950
<1000
405
<500
PRESTRESSED
32
17'-10"
8F16-IB-IT
950
<1000
405
<500
33
10'-O"
8F8-1B-IT
643
<1000
530
<500
34
l0'-8"
8F8-1B-IT
582
<1000
474
<500
CONNECTOR TABLE
�P80N
I!0°
IFlFfea
FABiBlp IFOf11A710I1
AOORpNAL lBIN1L'110NB
WOW TO
WOW
HT520
HTW20
1450
20 10D NAILS TOTAL
Z HT520
2 HTW20
2900
20 10D NAILS EACH STRAP
H10A
I RT16A
1 1140
9 1OD%1-1 2" NAILS TO RAFTER & 8 10D TO PLATE
SPH4 6 8
SPTH4 6 8
1360
12 10D NAILS TO STUD
WoocTOCOaETB
META20
1450
7 10DX1-1 2" NAILS & 4" EMBEDMENTI
TYR FOR HIP JACKS OR 1-PLY TRUSSES
HETA20
1810
10 10DX1-1 2" NAILS & 4" EMBEDMENT$
TYR FOR HIP JACKS OR 1-PLY TRUSSES
HTA16
1870
10 10DX1-12- NAILS & 4" EMBEDMENTI
TYP FOR HIP JACKS OR 1-PLY TRUSSES4
HTSM20
HTWM20
1175
B 10D NAILS & 4 1 4"X2-3 4" TAPCONS
TYP FOR MISSED STRAPS NO UMIT
2
META20
1985
5 IODX1-1 2" NAILS EACH STRAP
TYR FOR 1-PLY TRUSSES GIRDERS°
2
HETA20
2500
7 16D NAILS EACH STRAP & 4" EMBEDMENT
TYP FOR 2-PLY TRUSSES ZGIROERS°
2 HTA16
2430
10 10D NAILS EACH STRAP & 4" EMBEDMENT
TYP FOR 1 or 2-PLY TRUSSES GIRDERS°
min 00111190M
MGT
MUGT15
3965
5/BP ATR EMBED
6" & 22 10D NAILS TO WOOD
ADD 4" TO EMBED FOR UNTEL BEAMS
HGT
HUGT
9790
2 3 4" ATR EMBED 10" & 8 16 FOR HG tOD NAIL
ADD 4" TO EMBED FOR LINTEL BEAMS
FGTR
5000
2 2 1 "X5" DTEN HD & 98 SDS1 4X3 TO WOOD
MAY BE FGTRHL R 3050 MAX UPUFT
2 FGTR
9400
2 1 2"X5" TITEN HD & 18 SDS1 4X3 TO WOOD EA
MAY BE 2 FGTRHL R 7200 MAX UPU
H174
HTT4
42,35
5 8" ATR EMBED 6" & 18 18D NAILS TO WOOD
ADD 4" TO EMBED FOR UNTEL BEAMS
HTTS
HTT5
5090
5 8" ATR EMBED 6" & 26 ISO NAILS TO WOOD
ADD 4" TO EMBED FOR UNTEL BEAMS
HDQ8-SDS
PHDB
7630
7 8" ATR EMBED 12" & 20 3" WOOD SCREWS
3 1/2" MIN WOOD MEMBER
HHDQ11-SDS
UPHD9
11810
1" ATR EMBED 12" & 24 3" WOOD SCREWS
5 1 4" MIN WOOD MEMBER
HHDQI4-SDS
UPHD14
13710
1" ATR EMBED 12" & 30 3" WOOD SCREWS
5 1 4" MIN WOOD MEMBER
MBHA
NFMXXU
3165
3 4"XB" ATR EMBED FACE & TOP 1 2" TOP FOR NFM
ENGINEER TO SPECIFY USAGE ON PLANS
RPS22
KRPS22
1720
8 16D NAILS EACH END
NOTCHED PLATE REPAIR AT EACH PLY
OBBMLIOI®
1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE (1) 10DX1-1/2" NAIL FOR EA 100 LEIS OF UPLIFT (4 NAILS MIN),
2) MISSED STRAPS PROVIDE HTSM20/MTWM20 1-1/2" MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 1175#. FOR UPLIFTS
TO 3955# PROVIDE MUGT15/MGT
3) WHERE ENGINEER SPECIFIES REFERENCED STRAP FCR 1-PLY TRUSSES, ADD 24" MIN 2X SCAB TO TRUSS CHORD
4 REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE
s11_1 nl'
1/2" thick stucco on 3/8" hi -rib lath attached to horizontal
and vertical wood framing with nails or staples @ 8" c.c. to
provide no less than 1-3X' penetration into horizontal wood
framing and 3/4"penetration into vertical wood framing
members
Per ASTM C1063 and Stucco - ASTM C926
WALL TYPE LEGEND
SYMBOL
REPRESENTS
CMU WALL- 8" (U.N.O.) BRG. HT. @ 9'-5"
INTERIOR SIDE -SMOOTH FINISH PAINTED
EXTERIOR SIDE - STUCCO
CMU WALL - 8" (U.N.O.) BRG. HT. @ 9'-5"
WITH NON GROUTED CELLS FILLED W/ R-9 MIN
EXPANDED POLYSTYRENE FOAM INSULATION
NTERIOR SIDE - 1/2" GYP. BRD. OVER 1x P.T. FURRING
EXTERIOR SIDE -STUCCO FINISH
®
CMU WALLS, PIERS, AND COLUMNS @ ENTRY:
OUT FILLED PCL AND CMU WALLS INTEGRAL
w/FILLED CELL CMU PIERS AND COLUMNS.
TOP OF PIERS AND WALLS @ 12'-9"
ALL EXPOSED SURFACES - STUCCO FINISH
2x4 @ 16" O.C. w/%" PLYWOOD SHEATHING, BOTH SIDES
INTERIOR SIDE - STUCCO FINISH ON PAPER BACKED LATH
EXTERIOR SIDE - STUCCO FINISH ON PAPER BACKED LATH
ABOVE ROOF LINE / CRICKET
®
G. PARTITION WALL - INTERIOR -4" (U.N.O.)
1/2" GYP, BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.
w/ CONT. 2x4 SILL AND DBL, 2x4 TOP PLATES
®
BEARING PARTITION - GARAGE WALL-4" (U.N.O.)
1/2" GYP. BRD. EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.
w/ CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES
w/ R-11 BATT INSULATION
NON -BEARING - INTERIOR PARTITION - 4" (U.N.O.)
1 /2" GYP. BRD. EACH SIDE OF 3 %" MTL STUDS @ 24" O.C.
w/ CONT. SOL & CAP RUNNERS
w/ WD. BLOCKING @ OPENINGS AND WHERE REQUIRED
O
2x6 WALL
NON -BEARING - INTERIOR PARTITION - 6"
1/2" GYP. BRD. EACH SIDE OF 2x6 MTL. STUDS @ 24" O.C.
w/ CONT. SOL & CAP RUNNERS
NOTES:
- USE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS
- INSTALLYz" HIGH STRENGTH CONTROLLED DENSITY
GYPSUM WALL BOARD AT ALL CEILINGS.
ALL EXTERIOR MASONRY WALLS
ACT AS SHEAR WALLS/PIERS
BASED ON RELAl1VE RIGIDITY
VERIFY THE ELEVATIONS OF THE
HOUSE &FOOTINGS DEPTHS
WITH THE ENGINEERED SITE PLAN
NOTE: SEE TRUSS MANUFACTURER PLANS/PROFlI.ES FOR
ALL ABOVE CEILING EASTERNERS/CONNECTIONS.
THIS INCLUDES TRUSS— TRUSS, GIRDER —TRUSS,
AND GIRDER —GIRDER CONNECTIONS
FDOH in St. Lurie County
Environmental Health
Site Plan Approved for Construction ICU
Supersedes All Previous Site Plans for
OSTDS 5(0 5f 2LSb4& Well #
SEPARATION REQUIRED
FBC—R R302.5.1
THE GARAGE SHALL BE SEPARATED FROM THE
RESIDENCE AND
ITS ATTIC BY NOT LESS THAN 1/2
INCH GYPSUM BOARD APPLIED TO THE GARAGE
SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL
BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE
BY NOT LESS THAN 5/8 INCH TYPE "X" GYPSUM
BOARD OR EQUIVALENT. WHERE THE SEPARATION
IS A FLOOR /CEILING ASSEMBLY, THE STRUCTURE
SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 1/2 INCH GYPSUM
BOARD OR EQUIVALENT
OPENING PROTECTION
FBC—R R302.5.1
OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO
A ROOM USED FOR SLEEPING PURPOSES SHALL NOT
BE PERMITTED.
OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD DOORS NOT
LESS THAN 9-3/8" THICK, SOLID OR HONEYCOMB
CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK,
DUCT PENETRATION (AT GARAGE)
FBC—R R302.5.2
DUCTS IN THE GARAGE AND DUCTS PENETRATING
THE WALLS OR CEILINGS SEPARATING THE DWELLING
FROM THE GARAGE SHALL BE CONSTRUCTED OF A
MINIMUM N0. 26 GAGE (0.48 MM) SHEET STEEL, 1
INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR
CLASS 1 DUCT BOARD, OR OTHER APPROVED
MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
WATER -AIR - LAN D
SQUARE FOOTAGE
LIVING C.F.
LIVING 11956
GARAGE 640
LANAI 362
ENTRY&PORCH 157
TOTAL 31115
_
+/- 16,830
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
,rapJJ'�a4 L5SIG�: ,y
r Ai�116 tr
CHRISTOPHER D. BEERS, P.E.
FLORIDA LICENSE NO. 64594
DUCTS IN THE GARAGE AND DUCTS PENETRATING
THE WALLS OR CEILINGS SEPARATING THE DWELLING
FROM THE GARAGE SHALL BE CONSTRUCTED OF A
MINIMUM N0. 26 GAGE (0.48 MM) SHEET STEEL, 1
INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR
CLASS 1 DUCT BOARD, OR OTHER APPROVED
MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
WATER -AIR - LAN D
SQUARE FOOTAGE
LIVING C.F.
LIVING 11956
GARAGE 640
LANAI 362
ENTRY&PORCH 157
TOTAL 31115
_
+/- 16,830
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
,rapJJ'�a4 L5SIG�: ,y
r Ai�116 tr
CHRISTOPHER D. BEERS, P.E.
FLORIDA LICENSE NO. 64594
DATE
8/21/20
GG