HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED: 4 - (O- 19
REVISION FEE:
LOCATION/SITE
ADDRESS:
PERMIT # -10q- 077,1
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: I "�Q)
CITY: F01r
PHONE (DAYTIME): Q�o�
OWNER/BUILDER INFORMATION:
ST. LUCIE CO CERT. #:
ME"
NAME: FC/f/ tJc� �VNi� hyyC �_
ADDRESS:
CITY: STATE:
PHONE (DAYTIME: M F
ARCHITECT/ENGINEER INFORMATION:
NAME: ADDRESS_:
CITY:
PHONE (DAYTIME):
L—:
ZIP:
STATE: ZIP:
FAX:
A Ali: OPY
SLCCC: 9123109
Revised 06130117 REVISION
l^I
FD. I.R.&
C
(LB6832)
—ln�
d•
20
0 20 40
60
a
+e.
Scale 1" = 20'
CO
CO
FLOOD ZONE
X "
F.E.M.A., F.I.R.M
12111CO277J
120285 0277J,
2/16/12
r-lea LOT 3
•V "VACANT"
C.A. MITCHELL AND ASSOCIATES, INC.
LAND SURVEYOR'S AND MAPPERS
759 S.W. SOUTH MACEDO BOULEVARD
P0_RT ST. LUCIE, FLORIDA. 34983
772-878-7547
M
OPEN PASTURE
"VACANT"
a
+ N 89'59'59" E +lb
100.00' 4' FENCE
+E. P.P. JOVERHEAD
W RES
w
!n PED a E.
0 OD }� V
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24.33
9.887B71J
CAo�
SB
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0
12.50' 20.17 6.00
LCOWEREDp 3
1 N
11.33
"PROPOSED"
1
STORY RESIDENCE
<
2,33
O N0�
N 4.0
9.50P9
N
23.33'
^OQO\,\^
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N
13.50' 10.17'
SIB
>'cni
m 3:5' 3.5'
8.00,
m
v �
3 y
EB 51
17.33
SB
23.33' F 12' 1
SB 1 23.00' 1 w
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5'
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ADDITIONS OR DELETIONS TO SURVEY MAPS
—FD.
OR REPORTS BY 0T'I1ER TITAN TILE SIGNING
I.R.& C.
PARTY IS PROHIBITED WIT14OUT THE WRITTEN
+, (LB6832)
CONSENT' OF THE SIGNING PARTY.
.s.
(F. A.C. 5.1-17 ).
NOT' VALID WI7'I TOUT" I'ILE SIGNATURE
AND 1'11E ORIGINAL RAISED SEAL OF
TIIE FLORIDA LICENSED SURVEYOR,
AND MAPPER. (F.A.C. 53-17 )
LEGEND:
P. = PLAT
M. = MEASURED
C. = CALCULATLD
D. = DESCRIPTION
I.R.& C. -IRON ROD AND CAP
'ACC. = WITNESS CORNER
C.M. - CONCRETE MONUMENT
I.P. - IRON PIPE
N. & D. = NAIL AND DISK
P.P. = POWER POLE
L.P. - LIGHT POLE..
O.H.W. = OVERUE, AD WIRES
ASPH. = ASPHALT PAVEMENT
F.P.L. = FLORIDA POIVER & LIGHT
FD,-FOUND
P.C. - POINT OF CURVE
F.T. = PODJT OF TANGENCY
P.0 C. = rOrNr OF COMPOUND CURVE
PRC. = POINT OF REVERSE CURVE
P O.D. - POINT OF BEGINNING
P.O.C. - POINT OF COMMENCEMENT
C/L = CENTERLINE
BAY - RIGHT OF WAY
P.R.M. - PERMANENT REFERENCE MONUAW,NT
P.C.P. = PERMANENT CONTROL POINT
C.A. = CENTRAL ANGLE (DELTA ANGLE)
TIT, = TYPICAL
CONC. - CONCRETE
SB = SETBACK
R - RADIUS
}� DESCRIPTION: (WARRANTY DEED O.R. BOOK 3395, PAGE 563)
LOT 2 OF LONE PINE SUBDIVISION, ACCORDING TO THE PLAT THEREOF
"1
VACANT" ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT, IN AND
VA
FOR ST. LUCIE COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 51, PAGE 21.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
(SURVEYOR: PLAT BOOK 51, PAGES 21 THROUGH 25)
}�h
10BO SF+ AVAILABLE
FOR ONSITE SEWAGE
DISPOSAL SYS.
1 TELE. RISER
FD. FD.
I.R.& C. m LR.& C.
(LB6832)��' A }
5965' 29.35' / i+�,e +m3(L86832)
1'ELE. RISER N 11 S 89*43°36" W I `20' WIDE 100.00'
COMMON AREA I ACCESS. COMMON AREA
EASEMENT
�10' FLORIDA POWER & LIGHT EASEMENT—t- I I NORTH LINE PRIVATE
I I DRIVE R/W
C /L
BEND 70.86'
POINT
N I -
On I / — 10' UTILITY EASEMENT-
0 2' CONC.
GUTTER
I I r'
d I 24' ASPH 100.00' ti I
-- BASE OF BEARINGS —� �a•
N 89'43'36"E 255.93'
LONE PINE DRIVE (60' WIDE PRIVATE DRIVE R/W )
SITE BENCHMARK
ELEVATION = 8.27'(N.A.V.D.)
NORTH AMERICAN VERTICAL DATUM
LOT 22
"VACANT
DRAWN er: C.A.M. APPROVED BY; M.E. RCVISIONB FORMBOARDS 10/31/17 C.A.M.
DATE: APRIL 2017 PROD, NO. 4729 PROPOSED RESIDENCE & SEPTIC SYS. 5/22/17 C.A.M.
4729 DWG File name: C:\EPSA\4729 FlN.FL..ELEV. AND A.C. SLAB 10/9/17 C.A.M.
REVISE HOUSE HQAO & DRIVE 10*18/17 C.A.M.
SOUTH LINE PRIVATE
DRIVE R/W
85.07'
( T R A C T
(PLAT BOOK 3,
P
I"
GE 8I) \
AFAR
FAO
c 9
0
0
g
i
—7 .
ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON
I
W. A ESS
g ,
NORTH AMERICAN VERTICAL DATUM OF 1988, MORE SPECIFICALLY
(nm, Al
ry ; ti
ST. LUCIE COUNTY BENCHMARK "ELVIS", ELEVATION =7.08'
""
0q
y y
za
CON MOIJ-589 1338 W I�
ABEA_ _�i a.
__ '---)_--_-___
693
2I9.29
11 -
17.24'
- �' _
m �'0
83. Y 20.00'
78 93
LI
p+
36 W 2 9.20
_ - -- -
_
"
_LONE
PINE DI4!_frE
"PRIWE
M943�3fi
E
2 5.9J_
D"IIVAR
.
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T R A 0 T "0'1
c9•
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7603 79J<
2—87
EASEMENT \` T R A C T '1 "
(TMKAL) (PLAT 800K 3, PAGE 04)
22 23
FRCNT � RECEIVED
l Q
AI<1� � / - FEB 0 6 2018
CNgifDF;I
ST. Lucie County, Permitting
- REAR I b
LN. C.A. MITCHELL AND ASSOCIATES, INC.
F STATE IFICATE OF AUTHRIZATION NO LB4276
�71I` � (ESTAWSHEq/j1AW)
FORMBOARDS LOCATION & ELEV.
10/31/17
LOT 2 OF " LONE PINE SUBDIVISION "
LONE PINE DRIVE, ST. LUCIE COUNTY, FLORIDA
'CLINTON A. )MTTCHELL, R.L.S.
REGISTERED LAND SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. LS3541
(SINCE 1982)
SHT. NAME
BOUNDARY AND TOPOGRAPHIC
SURVEY
3, 20.17
HT. NO.
ONE x,
OF 'PIP
ONE 11
File Copy
Project Data
13'-8" 1 44'-8"
r----------------------------------------------------------I
I i
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F-11
BO
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NEW CONCRETE FOUNDATION
F-1 [ -4" I
I I
4" 3000# FIBERMIX CONC. FL1
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
I TERMITE TREATED FILL _ERh""ai,'x�:n��jciJ` REQUIRED I
I
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L- — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J
EXISTING CONCRETE FOUNDATION
-------------------------------------------
Foundation & Footing Plan
scale: 1/4" � 1'-0"
O
6
THESE PUMP C.NO ALL ^r''rp!�F! WORK
ARE SM ECT "i O ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE N-CES8ARY IN ORDER TQ
COMPLY W ITN n.. nPPLi�,AJLE CC DES.
I�� o2Zl
�Y � � t'd£ trilf'k�!" $i i1.1j�C nlCn QN
16 klift
R t1�1:Eii8�', 6 �d
llalE __ �,1t
PL i5 AND Pr, . !t r1 B) IC PT ON
dO y
OR NO t ASP€CTIO\ N1'" BE MADE"
4" Concrete Patio Slab with
10" x 10" Thickened Edge
Design Loads
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficent: .18
Structure Designed: Open
Soil bearing capacity: 2000 p,s.f.
Project Name: Taylor residence
Cco
Street
Address: 1308 Lone Pine Drive
Q.
�
Legal:
Lot 2, Lone Pine Subdivision
City:
Ft. Pierce
W
County: St. Lucie
z
State:
Florida I`jDq Der'
!!1iR
V
2
RECEIVED C Va
Building Data O) o
FEB 0 6 2018 .�
Project Area: 821 s.f. 5T. Lucie county, Permitting
Q
5th Edition Florida Building Code: Residential
2011 National Electric Code NFPA 70
GENERAL FOUNDATION NOTES
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i,
All 90% hooks are to be extended 10" minimum beyond the turn.
Field bends are to be done cold and the diameter of the bend,
measured on the Inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
bond beams. Hooks may be rotated horizonitally if required to
achieve minimum coverages.
Reber overlap shall be 48 bar diameters. 30" for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.&f.
In the event the soil bearing capacity falls below 2000 psf. This
foundation plan may be superseded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate,
All specifications and dimensions to be verified by contractor,
All exterior slabs shall slope a minimum 1/8' per foot for drainage
FORMWORK & SHORING
No structural concrete shall be stripped until It has reached at least 80% of
the 28 day design strength.
Design, Erection, & Removal of all formwork, shores, & reshores shall meet
meet the ACI Standards 347 and 301
Contractor to verify all building setbacks prior to the start of construction,
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.
SOIL STATEMENT:
Foundation has been designed for a soil bearing capacity of 2000 p.SJ.
Fill shall be laid in layers of 6", Each layer to be compacted to 9596
compaction.
If the contractor encounters, while digging the foundation, any
discrepancy tc suggest the soil may be inadecuate, he must
immediately report it to the owner and the Architect or Engineer
so as to order a soil boring test.
F-1
XY x 10" mono. footing
with (1) #5 rebar cont.
@n
10" . 6" "q
10.
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drawn
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aL
date
V30/18
Scale
as noted
job number
17026
sheet
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TRUSS END DETAIL
SQUARE CUT OVERHANG 12
BY T LEVEL RETURNS 6
BY TRUSS COMPANY
HEIG"HEEL
HEIGHT
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23' 0"
9' 6"
4' 0"
10' 2"
3' 6"
8' 0"
3' 61'
13' 6"
61' 8"
RECEI'' C SEP j �717
t
2820 Kirby Cir. NE, Palm Bay, Ft. 32905
Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803
"• Signawre of thl, doaumentacknowedges uut the client has reviewed thh uuu phcemant d1
in its entirety and is in agreement with the following items, including but not limited to:
A.) The client is responsible to verily the accuracy of Information submitted for use in design,
fabrication, and scheduling. Any labor,material, or time delay incurred from inadequate orrec
information supplied from the client will be at the client's expense.
0.1 Design Criteria: The client acknowledges that the truss design criteria noted on this truss
placement diagram meets or exceeds the design criteria specified by the building designer, eirgint
record, and local and state building requirements.
C.) Fab, leaden and Deliver y: One approved uuw placement diagram must be returned to if,,
manuGrmrer hefnre f mbatinn and delivery will to su h .Am If iwfhe rliera', rn,pnn,ihiliryt
coordinate or
dates with the muss manufacturer. The client shall provide a marked beatic
delivery, which must be accessible, level, and cleat of material and debris) in lieu of this, trusses a
delweredlnthebestavaibNe.imatlonatourdmer'sdmu"on. Care and handling otme trust
.J following dilvery b the msponsibllty of the client.
}
O D.} Installation &Ara<In4=RCS1?OOg( Building Component Safety lnfmtnaHonI WFCA/Till
X guidelines shall be followed when handling, installing, and bracing crones. Temporar and/or
0. permanent lnacingand blocking is not included in the truss package. Trusesshallbe braced to
Q pteveut,uWunnd Fnovhle bcnalsULalq iu auunJan.e witl�drc neyuimmeuo aprvifcJ inthe
1— construction documents for the building and on the individual truss design drawings. Theovera
z
W stability fthe truss system tithe rnpomtbiliry of the building designer.
J
U c) Field fcamin,1)Tray rolling, and other ceiling transitions may require field Naming by
?.) l.edmg drops and valleys not shown are to be field framed by others. 3.7 Overhangs maybe c
length -cut told infield, Overhangs are 2x4 or 2x6 -rm blocking is applied. Corner jacks will b
square cut and hip jacks will be double beveled.
F.) Repain: Truss related problems arc to be reported to the puss manufacturer ASAP, pre
mwridng. DO NOT CUTANY TRUSSES before contacting the truss manufacturer with specifics of
problem. Any field modificatiom madewithoutan engineered repairdrawing will be the respon
otthedient. No bad charges or crane charges ofany kindwill be ampeted, unless specifically
approved in writing by the nest manufacturers management.
C.) I N%Tnns Waremem diagram was nm en,and by an tmgineer, rather by Tibbpm I omhm
LLC staff, and is purely to be used asan imnallatlon guide and does not require a seal. Truss dais
analysis are on the Truss Design Drawings which may ba sealad by the Truss Design En&near.
Roof Load;
40b pat, 20 TCLL, 10 TCDL, 00 BCLL, '
Desion checked for 10 parf nonconcurre
Building Code
: FBC 2014
Mean Hgt. : 15
ASCE 7-10
RISK CAT. : If
TPI 1-2007
Importance Factor : 1.0
K
Truss Design
C & C
Enclosure Enclosed
F
Uplift Calc.
: MWFRS
Entry : Exposed to
V
Wind Speed
170 mph US
Lanai : Exposed to
z
S2
ROOF CRITERIA
FLOOR CRITERIA
w
T.C. Pitch
6112
B.C. Pitch
N/A
Depth NIA
cal
T.C. Size
2x4
Spacing N/A
IL
Heel Hgt.
2x4
Bearing
VARIES
Cantilever
N/A
vapor banner between floor & connate b
Flea busses held bade 3/4" al exterior
Overhang
24"
Mock & tip by others. alocdng for vertical lead tr.
Odd apace floor tmuses around plumbing
Spacing
24" o.c.
0
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w
h
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rc
TYP. RF HNG THD26 UNLESS NOTED
A THD26 = 21 -Qty
B THD26-2
C THDH26-2
D THDH26-3
THD28
SKH26 L/R
NOTED
M THD46
N THD48
0 THDH48
P THDH410
Q
X CONNECTION BY OTHERI
Install hangers per manufacturer's guidelines. All connectors ard its downs other than trues to girder
Fuss are to be spaded and Supplied by oftea
Approved by:
Desired delivery date:
Approval Date:
Reaction Uplift Reaction Uplift Reaction
1 xx xx 7 xx xx 1 xx
2 xx xx $ xx xx 1 xx
3 xx xx 9 xx xx 1 xx
4 xx xx 0 xx xx 16 xx
5 xx xx 11 xx xx 17 xx
6 xx XX 12 XX xx 6 Xx
Only points listed above have reaction > 5000 or Uplift > 1000
Values shown on sealed design drawings supersede the above.
x
x
x
x
x
x
x
x
GEM BLDRS
TAYLOR RES
1308 LONE PINE DRIVE - FORT PIECE
108/26/17 1 Designer
JL
rlie l,upty
Project: # 504927