HomeMy WebLinkAboutRevisions; Flatwork Min 4inches from setback stem wallOFFICE USE OP
DATE FILED:
REVISION FEE:
1.
2.
3.
4.
ADDRESS:
PERMIT# \goy - o2`ta
RECEIPT #
PLANNING &DEVELOP CES
BUILDING &CODE REG
2300VDIGINIAT
-
FORT PIERCE, FL772) 4 Bob
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS
�itF\-k- %.4 cryyC1.'-N _ IA ` `-'C-o r,-, S<4A
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: O GC
BUSINESS NAME: h
QUALIFIERS NAME: S
ADDRESS: Qy gw G'wa<
CITY:
PHONE (DAYTIME): -X
OWNER/BUILDER INFORMATION:
NAME: 2r od",
ADDRESS:
2 l 0 10!
CrrY: eA.
PHONE:
ST. LUCIE COUNTY CERT. #:
A L n .
ZIP: O
FAX: n-la aa0-2v39
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
Revised 0722/2014
I
AC ACRE
A/C AIR CONDITIONER
ALUM ALUMINUM
ANC ANCHOR
APPROX APPROXIMATE
AVE AVENUE
BRG BEARING
BLK BLOCK
BLVD BOULEVARD
BLDG BUILDING
BM BENCHMARK _
CAN CABLE TELEVISION BOX _
C CALCULATED
CS CATCH BASIN
A CENTRAL ANGLE
CLF CHAINLINK FENCE
CHO CHORD
CONC CONCRETE
CBS CONC. BLOCK STRUCTURE \
CM CONCRETE MONUMENT
CNR COULD NOT READ
CPP CONCRETE POWER POLE \
CDR CORNER
COV COVERED
CMP CORRUGATED METAL PIPE \
CVG CONCRETE VALLEY GUTTER -
D DEED
DDRAINFIELD
DEE DRAINAGE
EASEMENT
- DRAINAGE FLOW
ESMT EASEMENT
EOC EDGE OF CONCRETE
EDP EDGE OF WATER LOT 829
EM ELECTRIC METER
ES ELECTRIC SERVICE
ELEV ELEVATION
ENOL ENCLOSURE
X 17.00 EXISTING ELEVATION E e
FT FIELD MEASUREMENT SET IB x�. R.T A �
FNC FENCE zv.
FFE FINISHED FLOOR ELEVATIONFH FIRE e S a N F AT
FPL FLORIDAPOWER& LIGHT 4). S7 RANTPRUP�•k• I V �' N "
FNO FOUND 6'` ej" J ,�44 erg Z- 1 L'
GOVF GOVERNMENT °y �� `�T 2�
1SE HOUSE
1& E INGRESS & EGRESS EASEMENT ME . �` a J
IBV IRON BAR <0e - ( A -...,6 ,�...... ..,,., 77 3C+
IP IRON PIPE l (>C) 1
IS & C IRON BAR & CAP �i \ �& d. -U � $�Q ••. +� Ak „6 M
P & C : IRON
IENGTH CAP Q>s' / '.I1 N t s ' t C.
LE LANDSCAPE EASEMENT ( //�� 1f�'1"`
LS LICENSED BUSINESS NUMBER j `4'� � ,I.,ac
LP LIGHT POLE 91 p
MAG W MAC HAIL NAIL & WASHER z, g L ��� ... M CS:.$,,,f e'a"L' ,'�,•.
ME MAINTENANCE EASEMENT p SH�j
MH MANHOLE .� cx �.T, Lr, ciceS"t' ��V"{E.�
MFHWL MEAN METAL HFENCE Al1R UNE 1.Ak CONIC 31 1{' Pel-IC.'IrkirAl
N & TT NAIL & TIN TAB �� y J 111, 827 ,.
N & W NAIL '& WASHER 1
NOVO NATIONAL GEODETIC VERTICAL DATUM Q --"�'
NO ID NO IDENTIFICATION �� O.�.°^�-.•;..,. �' QU _
NTS NOT TO SCALE
NAD NORTH AMERICAN DATUM,
ORBOF SET RECORD BOOK
90 OVERHANG
OHW OVERHEAD WIRE
PG PAGE
PK PARKER-KALON NAIL
PK & TT PARKER-KALON NAIL & TIN TAB
PK & W PARKER-KALON NAIL & WASHERPAVEMENT
PPMT PPERMANENT REFERENCE MONUMENT VERB,. NPVM7g•5 21yW
PS PLATBOOK - .
PCC POINT OF COMPOUND CURVATURE CONCRETECONIC.
PC POINT OF CURVATURE SEAWALL
PI POINT OF INTERSECTION RETAINING 'apt
POB POINT OF BEGINNING
WALL
POC POINT OF COMMENCEMENT llir BIIILbtlVC"
POE POINT OF ENCROACHMENT ,P
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY -
PI, POWER POLE
LE
, PRIVATE LE EASEMENT
PLS PROFESSIONAL LAND SURVEYOR
PROPERTY LINE
PROP: PROPOSED �,,,.•^"'���
17.00 PROPOSED ELEVATION
PRO PRORATED
R RADIUS 1T '7 A
RAD RADIAL
RRS RAILROAD SPIKE i�l;yi L LOT 825
RNG RANGE t - d
RLS REGISTERED LAND SURVEYOR n
RCP REINFORCED CONCRETE PIPE •\(J'v0
R/W RIGHT OF WAY ,S p
SS SANITARY SEWER
SECT SECTION \
SET LB. SET 5k/8 IRON BAR & CAP i4049
SSET PK SET PNAIL /T SEPTIC TANK &WASHER /4049
S/W SIDEWALK t' gNG• ,,,s
SBT SOUTHERN BELL TELEPHONE BOX
S/F SQUARE FEET .IECN
S/D SUBDIVISON
NT
TOE TEMPORARY CONSTRUCTION EASEMENT GRAPHIC SCALE
TOB TOP OF BANK
TOE TOE OF SLOPE
TWP TOWNSHIP 10 0 5 10
TRANS TRANSFORMER
TYP TYPICAL
E GE EASEMENT
UTILITY EASEMENT UEAEN
U/G UNDERGROUND
WF WOOD FENCE ( IN FEET )
WM WATER METER
' WV WATER VALVE I inch = 10 IL.
wP WOOD POWER POLE
0 DIAMETER
iu 1'�RO�'ERT�` ADDRESS. �07I7I SOUTH OCEAN DRIVE827
2< CERTIFIED TO:
— ANDREW FODI & MICHELE FODI
FND 5/8- 0
RLS 1272
O.7'S0.74'W
NM�
I TRASH
RECEPTACLE
gkTV
.e_ I Will
on
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s
I
LOT 830 1 920 i 911 1 01T 016 ' I c22
ON
W1 41C \ 015 elf i 71 22
1 4-A0 5 2
0tl Bli
ICI 011
.-
e
LOCATION MAP
FM 5/13
p a a
IB & C PSM 4049
1h�j�.'FFr< fj�
d � WP
? ! g
LOT 828
LEGAL DESCRIPTION
LOT 827, HOLIDAY OUT IN AMERICA AT ST.
LUCIE, INC., SECTION "D", AS RECORDED IN
PLAT BOOK 16, PAGE 24, PUBLIC RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
FND 5/8" 0
IB & C LR 6301
0.0S S0.05' W
FND 5/8" 0
IB & C LB 6301
OJO' W
LOT 826
of
R "tr
Ir" /
i
\
LOT 824
\
1
NOT VALID W17-HOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
SOWN,,- INC
SIEPHEN J. BR WN, NPR tO �,Ab"' T2Y YPIR AND MAPPER
REGISTR �Q� -STATE OF i-LORIDA
Y
'
U
e of field survey.
Se � NOTE e/14/2014
1. Survey of description as furnished by Client.
2. Lands shown hereon were not abstracted for easements and/or
rights —of —way of record.
3. All bearings are referenced to the Westerly line of subject property,
platted as N17'12'18"W, all others relative thereto.
4. Elevations shown hereon are relative to North American ertical
Datum of 1988, and are based on bench mark.
5. There gre no above ground encroachments, unless other 'se shown.
6. The Nefional Flood Insurance Program designation as indi ated on
the FE*0.0- Map No- 122111C 0313J . dated 0211612012
locates the parcel in Zone AE . base flood elevation _ 8.0 feet; subject
to any sEBling and interpolation factors associated with mapping of this
accuracy. This data is an Interpretation by the surveyor and is provided
as a codFlesy. The flood zone(s) should be verified by a determination agency.
7. Underyfpund foundations & utilities not located unless shown.
REVISIONS
BY
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S.J.B.
CHECKED
S.J.B.
DATE
11 15 2014
SCALE
1" =
10'
,roe No.
4058-7
=01
SHEET
ONE
OF ONE
SHEETS
a -
y
i PER 32222. (1) 50. IN.
FOR EACH 5Q, FT. Or -
ENCLOSED AREA.
EACH VENT COVERS 145 5Q. FT.
PER PRODUCT APPROVAL.
STRUCTURAL NOTES: S15 5Q. FT. / 145 = 6.12
1 VENTS REQUIRED
° SOIL BEARING CAPACITY MIN. 2500 PSF
ALL STRUCTURAL CONCRETE SHALL DEVELOP PER 4052. EXCEPTION (1) 5Q. FT.
18.COMPRESSIVE STRENGTH OF 3000 PSI
Afi PER 1500 SO. FT. OF FLOOR ARE
ALL REINFORCING STEEL SHALL BE GRADE 60 WITH VAPOR BARRIER.
MEETING ASTM SPECS A-615
° MIN CONIC. PROTECTION FOR RE -BARS: (1) 50. FT. = 144 SQ. IN.
FTGS: 3" BEAMS: III," SLABS: r' NET VENT AREAI5 &1 SQ. IN.
LAP REINFORCING BARS 30 INCHES MINIMUM 144 / 61 = 3 VENTS
lc
%" STRUCTURAL SHEATHING —\
ALL WALL CAVITIES TO
BE INSULATION FILLED
VINYL LAP SIDING
\ REMOVE BOTTOM ROW OF LAP, NOTCH
LAP STARTER METAL, BEND UPLIFT STRAP
UP STRUCT. SHEATHING ■ SECURE W/
(6) 10d NAILS (LEAVE LAP SIDING OFF
UNTIL INSPECTION IS COMPLETE)
INSTALL VINYL LAP SIDING AFTER INSPECTION 7
�J
■
■
SXSXI6 CONCRETE
MASONARY UNIT ■
■
■
■
■
12Xi4 HYDRO VENT ■
INTERIOR WALL BOARD "I
TYPICAL 2X6 EXTERIOR
�- WALL CONSTRUCTION
TYPICAL FLOOR DECKING
� 2XIO FLOOR CONSTRUCTION
AIR VENT CALCULATIONS
FOR STEMUJALL VENTING:
12X14 VENT = 145 5Q. IN. HYDRO VENT CALCULI
AC 41'X10'+48'XII'-6" = S15 SQ. FT. FOR STEMWALL VENTIN
1 SQ. FT. FOR EA. 150 SQ. FT.
'BID / 145 • 6.1 SQ. FT.
6.1 X 144" / 168 = 6b 12XI4 VENT = 145 SQ. IN.
CV VENTS TOTAL REQ'D. 41'XI0'+48'XII'-6" = S15 SQ. FT.
S15 SQ. IN. REQ'D,
TOTAL VENT& c 1 ((1)
NOTE: VENTS TOTAL REOV.
t7 2 X �'+
A MINIMUM OF 4" OF CONCRETE
FLATWORIK BE
STEMWALL
0 PROPERTY LINE.
(NOT TO EXCEED PROPERTY LINE.)
48'-04"
e
PROVIDE FOR 32X32
ACCESS DOOR PER R-4083
(NO LINTEL ABOVE)
A
a
(2) 2X8 CONTINUOUS
GALVANIZED TERMITE SHIELD
8X8XI6 KNOCK OUT BLOCK SIMPSON MASB ANCHOR TO COME OUT OF
3,000 P.S.I. CONCRETE FILLED TOP CORNER OF KNOCK OUT BLOCK
W/ (U 5 BAR AS SHOWN 5 BAR TO BE CONTINUOUS AROUND
TOP OF PERIMETER STEM WALL
TYPICAL BXSXI6 CMU'8 SINGLE U-BLOCK W/ (1) 5 BAR
(ll 5 ROD m 48" O.C.
FILLED W/ CONCRETE
TYPICAL SIMPSON MASK UPLIFT ANCHOR OR
MONOLITHIC FOOTING:
EQUAL s 32" O.C., 12" MIN, CORNER DISTANCE.
12"x12" W/ (2) 5
SEE SECTION A -A. 2 CELLS MIN. FILLED FROM
G , BARS ON WIRE SADDLES
KNOCK OUT BLOCK TO FOOTER W/ (1) 5 BAR
CONTINUOUS '
FOUNDATION NOTE,5:
1501*01ETRIC DETAIL
NOTE:
ALL DETAILS ABOVE FOUNDATION PERTAIN TO MODULAR HOME C
FAI
2. SEE ABOVE FOUNDATION PLAN FOR TIE -DOWN STRAP LOACTION AND SPACING.
3. ALL PIERS SHALL BE Iro" X fro" X 3211 MASONRY BLOCKS ON 24" X 24" X 12" CONCRETE FOOTER Q
4. MINIMUM SOIL BEARING CAPACITY IS 2,500 Ib, PSF.
5. IT WILL BE THE SITE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL GRASS, LOOSE DESBRIS, ETC.
ARE REMOVED FROM UNDER THE BUILDING, AND THAT THE GROUND 15 LEVELED TO WITHIN roil.
ro. ALL SOIL LOCATED UNDER FOOTINGS SHALL BE COMPACTED TO 95% DENSITY.
'T. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY, BETWEEN THE FLOOR AND THE TOP OF THE PIER
SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLINTS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE
OF P.T. LUMBER AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
BEARING PRIOR TO ADDING THE SHIMS,
8. NOTE MASONRY PIERS TO BE INSTALLED AS SHOWN.
SIMPSON MASK STRAP
(SEE 'SOMETRIC FOR SPACING)
i
SX8XI6 CMU'S
MONOLITHIC FOOTING:
12"xl2" W1 (2) 5
BARS ON WIRE SADDLES
CONTINUOUS n ,
SECTION A -A A
SCALE: 3/4" = 1'-0"
,OUNIDATION ` ,.
41'-04"
VENT
VENT
.VENT
vsw VENT
I
1
I2XI4 HYDRO/AIR VENT STEM WALL
PER R-406.2
�> Q
z
I
I
MONOLITHIC FOOTING:
MONOLITHIC ING: _ I
.'
}
W/ (4) "5 BARS
EACH WAY
12"xl2" W/ (2) 5
WSIRE DDLES
I
I';
COARSONICI UOUON
I
-01,
-
I I o I ro 1 �o �o
.
I-o I B j. o� Q I
- o - J;
L_
-__
o,
,o--_ o
0
I
I
1
I
AI
--------
--__----
1
4" CONCRETE SLAB (3000 PSU OVER
6" X 6" X 10/10 W.U.I.M. OR FIBRE MESH OVER
p I
16X8 SMART VENT
I
6 MIL POLYETHYLENE VAPOR BARRIER OVER
MODEL 01540-510
_
CLEAN, POISONED, COMPACTED (TO 2500 PSF
O - ----- O
I
OR 95% DENSITY) FILL.
I
C I
l
I to
I
I
PROVIDE +4" CONCRETE CAP I
OVER SLAB IN STAIR WELL I
I
FILLED CELLS m 4'-0" OC
L I
I-
---I----------------j
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— — — — — — — — — — — — --------------�
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IRA& 101 101 17
O Rm TIT)
VENT
A y�i
B
VENT
VENT
EN
VENT
MONOLITHIC FOOTING:
S"x5" W/ (1) 5 BAR
48 -ID4
SIMPSON MASS ANCHOR TO COME OUT OF
TOP CORNER OF KNOCK OUT BLOCK.
5 BAR TO BE CONTINUOUS AROUND
TOP OF PERIMETER STEM WALL
SINGLE U-BLOCK W/ (1) 5 BAR
SXSXI6 CMU'S
MONOLITHIC FOOTING:
4
12'xI2" W/ (2) 5
y,
BARS ON WIRE SADDLES'.
CONTINUOUS
NOTE:
�.
A MINIMUM OF 4" OF CONCRETE
QD
FLATWORK BETWEEN STEMWALL
d 0 PROPERTY LINE.
(NOT TO EXCEED PROPERTY LINE-)
SECT f O
SCALE: 3/4"
= 1'-0"
VARIES (INCLUDES 3/8" SHEATHING BOTH SIDES t 1/4,, GAP BETWEEN HOMES)
(FOUNDATION LENGTH TO BE HOME LENGTH PLUS 3/419
SCALE; 1/2" = I'-0"
CT I Oil
SECT101
SCALE: 3/4" = 1'-0"
1) PER 2010 FBC W1 2012 SUPPLEME
2)
3) CONSTRUCTION TYPE V
4) RISK CATEGORY II
ULTIMATE DESIGN WIND 5P1=
5) EXPOSURE C
DIAGONAL HATCHING DENOTES
MONOLITHIC FOOTING: IS"Dx8"W
W/ (2)'S BARS CONTINUOUS
(FOR FUTURE IMPROVEMENT)
(2) 2X8 PT CONTINUOUS
(1) 5 ROD FILLED W/ CONCRETE
STAGGER 6X8XI6 MASONRY UNITS
AS SHOUBN
MONOLITHIC FOOTING:
M"x24"44" W1 (4)
5 BARS EACH WAY
Scale: I = -0" �
/4" I'
'
z
Drawn: Mh/BGM
THIS SETUP HAS BEEN DESIGNED Job: FODI5 u,
FOR A FLOOD ZONE INSTALLATION -'
Sheet: -2