HomeMy WebLinkAboutBuilding plansr "
BENCHMARK:
PK&D T PHILLIPS
ELEV. 22.41
22 54
22.33
22. 31
2205 22,32x
22.44
ASPHALT 22.18
22.14
21.32
22.64
x.-
S.R. No.68
(ORANGE AVENUE EXTENSION)
(100' RIGHT-OF-WAY, PAVEMENT WIDTH VARIES)
2212 22.45
5 22A6
22.22
RIGHT-OF-WAY PER
PLAT 200.00'(C)
-- _- --
19.07 S89`54'03"E(C)
- lets04-100'(P)
��1fi.04'(C) - _
20.49x -swALE
- _
- -100' P
x20.2s ( )
-
_
- -
16.04' C )�
-- 22.06
-2+.82--- 21.86
--
21.40
21.93
OHUL _
FIR 5/8" 1D0.14'(M)
N89`53'3 E )�
200.27'(M) 100.14'7RING BASE
NO ID
FIR 5/8"
NO ID
"
LOT 4
RIGHT-OF-WAY BY
MONUMENTATION
LiI
I�
N
Od-
OO 20,
Z
O
Z o
0
20.96
O
20.50
LOT 6 C0
c.+
VACANT N
v
20.75
LOT 7
OCCUPIED
PROPOSED
25'x35'
METAL BUILDING
FINISH FLOOR EL.23.60
O F 22.30'
0
020.71
N
20.39
r 22.30'
FRC 5/8"
LB 7056
x 20,68
SURVEYOR NOTES:
LOT 5
CONCRETE
21.86
2,97.. a
ASPHALT MILLINGS t,
21.90 DRIVEWAY
1.74 22e,
2219 DRIVEWAY
W
x 22.75
EXISTING DIRT PAD
ELEVATION-22.6
i
200.
LOT 8
OCCUPIED
COVERED PATIO
1 STORY RESIDENCE
FINISH FLOOR
EL.24.65
COVERED
PATIO
999.96YKA1
N89-54'03"W(C)
FRC 5/B"
UNREADABLE
x 20.29
1) SYMBOLS SHOWN ARE NOT TO SCALE.
2) SUBSURFACE IMPROVEMENTS, AND OR, UTILITIES, IF ANY,
WERE NOT LOCATED,
3) THE SOUTH RIGHT-OF-WAY LINE OF ORANGE AVENUE IS
TAKEN TO BEAR SOUTH 89`54'03" EAST AND ALL OTHER
BEARING SHOWN HEREON ARE RELATIVE THERETO.
4)-ELEVA7IONS--SHOWN HEREON ARE REFERENCED -TO THE --- ----
NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88).
5) LAST DATE OF FIELD SURVEY: 4/25/2018
LOT 9
OCCUPIED
LEGEND:
49 83
x 23.24
x 23.26
x 23,15
1122,43
...
1 +c 19,07._._-
L
-x 19.05
n
o
21.63
� -
FIR 5/8"
C PP
NO ID
(TYP)
FRC 5/8"
6' WOOD FENCE
2' S., .15' E.
20.45
FRC-FOUND 5/8"IRON ROD AND CAP
CPP-CONCRETE POWER POLE
OHUL-OVERHEAD UTILITY LINES
FFE-FINISH FLOOR ELEVATION
0- WELL
LOT 3
OCCUPIED
LOT 10
OCCUPIED
(P)-PLAT
(C)-CALCULATED
(M)-MEASURED
DESCRIPTION:
LOTS 4 AND 5, BLOCK B, DORIAN SUBDIVISION,
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 9, PAGE 22 OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SURVEYOR AND MAPPER'S SIGNATURE SITE PLAN FOR:
1. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF
A R INFORMATIONAL
LICENSED SLJRVE1PURPOSES
AND IANrJAPIR, THIS MAP/REPORT IS TIMOTHY G. AND KA THERINE R. KUHN
FOR INFORMATIONAL PUR 05E5 ONLY ANG L NOT VALID.
2. NO SEARCH OF THE;ji IC REECORDS HAS BEEN MADE BY THIS
OFFICF - r
Ted E. Phillips,
TEPHILLI SP LLC.
102 SW Parish Terrace
Port ST. Lucie, Flonda - „=
T.(772)359-7023
ted-philliPs@comccist.net
State of Florida License No. LS5932,
7119118 TP Revise Finish Floor Elevation
REVISIONS: 7/10/18 TP Revise Building Location
Sheet 1 CT 1 Scale: 1"=30,
;omputed: TP Field Book: MISC #3I Po9e:62,64,66
Field: TP/TP
Project No. 15-020
BENCHMARK:
PK&D T PHILLIPS
ELEV. 22.41
S.R. No.68
(ORANGE AVENUE EXTENSION)
(100' RIGHT—OF—WAY, PAVEMENT WIDTH VARIES)
ASPHALT
:oNs
— — — — — — — — — — — _ \�
RIGHT-OF-WAY PER PLAT 200.00'(C) S89'54'03"E(C)
100` y
——'(P)— —' —
100P
16.04'(C) G— SWAUE� 16.04'(C) — F`
OHUL —
FIR 5/g" 100.14'(M) N89'53'30"E(M)/ 200.27'(M) 100.14'(M) BEARING BASE {�
NO ID oNUL �— � FIR -, CPP o
FIR 5/8" NO ID (TYP) I
NO ID
O
O Z
O p
Z o
0
of
0
g
LOT 6
c.,
VACANT J
O
O
O
O
N
LOT 4
RIGHT-OF-WAY BY
MONUMENTATION
LOT 5
CONCRETE',
e;
f�
"ASPHALT MILLINGS
133.3'
DRIVEWAY
w,
d'
DRIVEWAY
O
C)
<1
N
cn
ri
m
c'`
M
3
-
z` 1 STORY RESIDENCE
FORR/MBOARD
FINISH FLOOR
EL.24.65
Q
22.34'
TOP OF FORM
25.0'
ELEVATION-23.6
N
U
0O
LOT 5
N
22.30'
i 5.2fl' 15F
.2s' N89'S5'14"W(M) 199.66'(M) FRC 5/8"
99.83'(M)_ 99.83�M) _
200.00'(C) N89'54'03"W(C) F21
FRC 5/8" 'LB 7056 FRC 5/8" FENCE
UNREADABLE 5' E.
LOT 7 LOT B LOT 9
OCCUPIED OCCUPIED OCCUPIED.
I I
SURVEYOR NOTES: LEGEND:
1) SYMBOLS SHOWN ARE NOT TO SCALE. FRC—FOUND 5/8" IRON ROD AND CAP
2) SUBSURFACE IMPROVEMENTS, AND OR, UTILITIES, IF ANY, CPP—CONCRETE POWER POLE
WERE NOT LOCATED. OHUL—OVERHEAD UTILITY LINES
3) THE SOUTH RIGHT—OF—WAY LINE OF ORANGE AVENUE IS FFE—FINISH FLOOR ELEVATION
TAKEN TO BEAR SOUTH 89'54'03" EAST AND ALL OTHER ®— WELL
BEARING SHOWN HEREON ARE RELATIVE THERETO.
4) ELEVATIONS —SHOWN HEREON ARE -REFERENCED -TO THE — --
LOT 3
OCCUPIED
LOT 10
OCCUPIED
(P)—PLAT
(C)—CALCULATED
(M)—MEASURED
NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88).
5) LAST DATE OF FIELD SURVEY: 7/07/2018 DESCRIPTION:
RECEIVED LOTS 4 AND 5, BLOCK B, DORIAN SUBDIVISION,
ACCORDING TO THE PLAT THEREOF, AS RECORDED
JUL 0 9 2018 IN PLAT BOOK 9, PAGE 22 OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ST, Lucie County, Permitting
UNDER CONSTRUCTION TIE IN: FORMBOARD BUILDING PERMIT No. 1703-0340
SURVEYOR AND MAPPER'S SIGNATURE SPECIFIC PURPOSE SURVEY FOR:
1. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF
A FLORIDALICENSED SURVEYOR AND MAPPER. THIS MAPREPORT IS TIMOTHY G. AND KATHERINE R. KUHN
FORRINFORMATIONAL PURPOSES ONLY AND IS NCT VALID..
2. NO SEARCH OF THE' OLIC RECORDS HAS BEEN MADE BY THIS
OFFICE.
Ted E. Phillips, PSM
TEPHILLIPS, LLC. REVISIONS:
102 SW Parish. Terrace F Port ST. Lucie, Florida Sheet 1 OF j Scale: j"_ 30'
='
1.(772)359=7023 Computed: TP Field Book: MISC #3 Page: 68 Field: TP/TP
ted-phillipebcomcost. net
State of FlOrido License No. LS5932, L88079 Checked: TP Date: 7/09/18 FILE NO. kATIE Proiect No. 15-020
BENCHMARK:
PK&D T PHILLIPS
ELEV. 22.41
'22.64 �
2z 54 .x. 22.35
22.31 - 22.22
R GH1
S.R. No.68
(ORANGE AVENUE EXTENSION)
(100' RIGHT-OF-WAY, PAVEMENT WIDTH VARIES)
'. 22.12 " 22.45
nnn nn'!n\ 19.07 CI
- - -iUU (r)- -'::�:'-sw,
-�16.04)_(C)
ASPHALT FIR /8" 100.14'(M) N89'5330"E
NO D w� FIR
225 > NO
'. 22:14' � � .
x 23.15
_ K28.77.43
%21.98
- - 100'(P)- _16.04'(C)- 1
2r1.93 HUL - -1
IT 200.27'(M) 100.14'(M) BEARING BASE
x 'i.32
I
LOT 4
RIGHT-OF-WAY BY
MONUMENTATION
20.95
LOT 5
IAJ
I
'<�',
CONCRETE'4.
.
20.89
0
Z
ASPHALT MILLINGS..
Z
d
133.3' DRIVEWAY��
20.96
<
'DRIVEWAY
�.'r
20.50
ai'
N
LOT 6
00
w
"0
VACANT
COVERED PATIO "'
44.21'
20.75
12.6'16.8
.. ' in
..
,t
24.42'
PROPOSED
25'x35'
°0
1 STORY RESIDENCE m
^
METAL BUILDING
FINISH FLOOR ^
in
ZV
EL24.65
Po
0
+�,Lg
I
100'
10.0'
25.0'
53.83'
C3
0
20.71
+.�16 +,y7`6
EXISTING DIRT PAD
c COVERED c
N
ELEVATION-22.6
®
I
PATIO "
2.
M
20.39
LOT 5
a
10.0' .�20'
I
32.02'
15.0' N89'5514"W(M)
I
l 199.66'(M)
1
1 oa R.i'(Ml .,�'� _-_
-
- - ----- -
99.83'(M)
2,
1°6+rFRC 5/8" 200.00'(C) I N89'5A
LB 7056 FRC 5/8"
k20.68 I UNREADABLE
II LOT 7 LOT 8 20.29
OCCUPIED I OCCUPIED
SURVEYOR NOTES: l,�ct �Sis
1) SYMBOLS SHOWN ARE NOT TO SCALE.
2) SUBSURFACE IMPROVEMENTS, AND OR, UTILITIES, IF ANY,
WERE NOT LOCATED.
3) THE SOUTH RIGHT-OF-WAY LINE OF ORANGE AVENUE IS
TAKEN TO BEAR SOUTH 89'54'03" EAST AND ALL OTHER
BEARING SHOWN HEREON ARE RELATIVE THERETO.
-ELEVATFONS SHOWN HEREON ARE REFERENCED TO THE
NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88).
5) LAST DATE OF FIELD SURVEY: 4/25/2018
LOT 9
SIDES 10'
9.05
FIR 5/8"
NO ID
FRC 5/8"
err I a
(TYP)
'6' WOOD FENCE
2'S.,.15'E.
20.45
CNR EIDES2, -
REAR �S�-
Z.NG.
TECH.
FRC-FOUND 5/8"IRON ROD AND CAP
CPP-CONCRETE POWER POLE
OHUL-OVERHEAD UTILITY LINES
FFE-FINISH FLOOR ELEVATION
®- WELL
LOT 3
OCCUPIED
LOT 10
OCCUPIED
(P)-PLAT
(C)-CALCULATED
(M)-MEASURED
DESCRIPTION:
LOTS 4 AND 5, BLOCK B, DORIAN SUBDIVISION,
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 9, PAGE 22 OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
IL
EYOR AND MAPPER'S SIGNATURE SITE PLAN FOR:
ESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF
FOA LICENSED PURPOSES
ONLY
MAPPER, THIS MAP/REPORT IS TIMOTHY C. AND KATHERINE R. KUHN
FORMAi10NAL PURPOSES ONLY AND IS NOT VALID.
SEARCH OF THE PUBMC RECORDS HAS BEEN MADE BY THIS
// %( j. Phillips, PSMHILLIPS, LLC. REVISIONS:
SW Parish Terrace Sheet 1 OF 1 Scale: 1"=30'
ST. Lucie, Florida2)359-7023 Computed: TPFletd Book: MISC #3 Pa9e:62,64,66 Feld: TP/TP
phillipsOcomeast. net of Florida License No. LS5932, LB8079 Checked: TP Date: 4/29/18 FILE NO, kATIE Project No. 15-020
eve
C
(i)
BACK SIDEWALL
2G'-n" ni 1'T-Tn_-nt IT nC CTCCI
JJ -V VV 1 1
17'-
'-6--
_ n - •
1 - 4r
'
ro
A E £ C D
1
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1
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9
2
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e
1
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t
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a
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I
r,
E
I
in
A C D
0110
ld
Located
Walkdoor
17'- "
17'-6"
1
U U •_ U
_ANCHOR BOLT PLAN
SCALE %44" NOTE:
ALL "J" BOLTS INSTALLED PER METAL
BUILDING PLANS 8 SPECIFICATIONS.
ALL BOLTSTO HAVE 12"CONC. EMBED.
�?
-4 I i
I �I
II
4" 3000 PSI FIBERMESH CONCRETE
ON 6 MIL POLY VAPOR BARRIER
OVER CLEAN 95% COMPACTED
TERMITE TREATED FILL
TYPICAL s
T'>j": l/ REBAR DETAIL: A
�!'�(') LAYERS OF REBAR MATS t`�._- j
__ter #6 REBARS @ 8" ox' EA, WAY '. I
4" FROM TOP S BOT. OF FTG
!_ _.-T 9 I ( F_
I
47__6_ _ A
FOUNDATION PLAN
SCALE %py
FRAME IR1E3: 2 3
MIW
Is*
IV
fv
RIGID FRAME: mcHoR smTs a BASE MTEs
Frm Cd M.& S.K_P a (b lkaut
Une Une otr da MOM lagtm 10 (N)
2 A 4 0 m 10000 10.00 a3n 0.0
RIGID FRAME: mcFm BaTS a BASE PLATES
Frm Cd M t Sm._P b (b G t
Lkie Lha Oty da MOM t 9g N (M)
3 C 4 aoW 8.000 10.00 0.375 0.0
3 A 4 0100 a000 10.00 L375 0.0
RIGID FRAME: BAsc C01.mm REACaOHS (A )
Frans Column__,p„Oyeft2-
VVvvtt
Vert
Un. Une Morin VW Hat Vert Mark
3 C at a5 0.0 at 0.5
Vert
22
Hair
-3.5
Vert
-6.0
Horst
21
-26
NaAa
-4.1 -A9
3 A -at 03 0.0 0.1 -0.5
22
-21
-2.6
1'
-6.8
-1.5 -a7
2 C 0.1 M7 0.0 0.2 1.0
4.3
-5.1
-10.5
13
-4.4
-6.3 -6.8
2 A -at 0.7 00 ay2 -1.0
4.3
-3.3
-4.4
5.1
-10.5
-2.0 -a7
Frame Column a_V
kw d_`VweVati
k-Le
k V�'*t
m4wd Hor Hat
Line Line Nark WR
3 C 1.8 -a7 12 -♦0 0.9
-15
H
0.0
0.0
Ibf
Q.
Qa
3 A 4.1 -4.9 -as -15 -1.2
-4.0
OA
0.0
as
all
2 C 20 -0.7 2.3 -7.6 1.7
-6.8
OA
MO
0.0
0.0
2 A 6.3 -5.8 -1.7 -6.8 -23
-7.8
0.0
0.0
0.0
0.0
ENDWALL COLUMN: e c mLaen REACTmHs (k )
land Mnd
Mid
MM
and
MM
a6d
Mnd sds
Frm Col Dead Cant Ur ufti RI9ntl
L n2
RI042
Pm.
su.,
knot
LV2 Left
Vwt Vat
L1u LNe Vert Vert wt Vert Vat
1 C 0.2 0.1 IS -29 _IA
Vert
-2.9
Vert
-L8
Hors
-IJ
Nora
20
Vaf
-10
-1.3 0.0
1 B 0.3 at 21 -{.6 -4.6
-te
-4.9
-3.6
19
-4.3
-4.3 0.0
1 A 0.2 11 1.2 -1.8 -29
-1.8
-29
-1.7
20
-IA
-10 a0
Sob
Fm1 Cm M t
Lbw Lbe Vert
-
00:00
i 6
A 0.0
I I 'P c'or0
a- 1/2
3�j `Po
I I L A 12" EW I - _J ,.
�� u2. 2.
See Plan
DETAIL A DETAIL E
Dla- 1/2 Ola- 1/2-
1161y 'a(e
� .3 IZ4y .;--'-/-ate(
p 4- 4• O to
LJ 2' EW 2' L_J LJ 2"
sw
:S�Plan
DETAIL B DETAIL OF FIELD LOCATED WALKDOOR
C
7_4'�
Arr1C A/2,
4 GPU 7'0 . ",r4
el:4 ."-J
ELECTRICAL RISER
TERMITE TREATMENT REQUIRED
TERMITE TREATMEN'i n�'"- iie��
BENCHMARK:
S.R.
NO.68
PK&D
T PHILLIPS
(ORANGE AVENUE
EXTENSION)
ELEV.
22.41
(100' RIGHT-OF-WAY. PAVEMENT
WIDTH VARIES)
.
\22.52
22.54
22531
- 22.22
RIGHT-OF-WAY PER
PLAT 200.00'(C
-
S89'S4'03"E(C)
- 22;05"
.-100'(P)-
G--- swkLe
-100'(P)- 16A4'{C)_
22
UL - -
ASPHALT
��
400.14'(M)
N89'S3'30"D'
200.27' M
{
1Do.14'(M)
FIR 5/8'
NO ID
22
FIR 5/8
NO ID
RIGHT-OF-WAY BY
-,
y-
MONUMENTATION
U
W
1'4
100.8•
N
Q
I�
1
a
LOT
5
'.VACANT
333'
VACAN`r
LOT 4
THE" PLANS AND ALL
ARF PROP \ -
8UBJECT PROPOSEDWORK
- `^ T 6
VACANT
,
Rt`QUIREDBYFIE D INRECTIONS
'PECORS Hq7
MAY BE NECESSARYIN
FDMPLYWITHALLA IN ORDE
ORDER TO
i
U
;
CODS.
8
O
p
PROPOSED
METAL BUILDING
(N
a o
'
EXISTING PAD
ELEVATION-22.8
CONCEALED FASTENERS
r'nn n
OR ATTACHMEt ARE THE RESPONSIBILITY
25.0'
OF THE
CONTRACTOR OFREWRD
1s.0' 15.0
N89'55'14"W(M)T
!
99.$3' M
200.00'(C)
\-FRC 5/8"
LB 7056
�FF:E-21127)
LOT 7
OCCUPIED
32.06,
N89'5r
FRC 5/8"
UNREADABLE
_SITi PLAN _
.�'r
PRODUCT
--------._-� - -
k R VALS
Ptrnlurt I ptt6nlrt(1 Do91gu j Product RataA Mamula umr FAods( Wumbor Praduto Approval i Glass - moftleA of Agaehmamt
< I Pr"sureR I [i6a1_gn PFeatuw. .
INac!t egg-
,
Ifltt 11,41. 0,28 'V�►.I/#'Q+.,S_oSTvf�`re"'Tv
-o'' A� /r!.. __. . ........... .�;-�rdQ►.C...:r}iEcl�..�1,4,A9I__
GENERAL NOTES:
1, ALL CONCRETE S BS TO BE TERMITE TREATED ON
IC QUEEN
---
� O
1
NOTE:
I ALL ELECTRICAL CIRCUITS TO 13E
I GROUND FAULT INTERUPTED.
EXISTING
OUT BUILDING
FFE-22.38'
SW
2 5/}6' 1
DETAIL D 1'"I�2 5/16'
, 'IVNC, A.,04, aN
1 3QG$.
O
U Iq
=Z'oNC. M
2�ETwX i
FLOOR
PLAN
w/ ELECTRICAL
SCALE''/.rr
CLEAN COMPACTEDFILL
WITH 6 IJIIL V15
VAPOR BARRIER.
2,
ALL CONCRETE TO
BE 3000 PSI. FIBERMESH.
3,
ALL REBAR STEEL_
FO BE GRADE 60.
4.
DESIGN BASED ON
SOIL BEARING OF 2500 PSF.
5.
ELECTRICAL CONT
ACTOR TO COMPLY WITH
EXIST,NG CODES.
6.
INTERIOR WIRING
0 BE IN EMT WITH #12 WIRE.
7.
200 AMP PANEL W
ti MAIN DISCONNECT FOR
FUTURE EQUIPME
JT EXPANSION.
S.
NO PLUMBING OF
VAC TO BE DONE,
9.
ALL WORK TO BE 14
COMPLIANCE WITH THE 2017
FLORIDA BUILDIN
CODE (6TH EDITION). ASCE 7-10
AND 2011 N.E.C.
10.
GENERAL CONT
ACTOR TO VERIFY ALL
DIMENSIONS AND
TUCTURAL CONDITIONS.AS
SHOWN ON THE PLANS.
ANY DISCREPENCY BETWEEN
THE PLANS AND THE
ACTUAL EXISTING CONDITIONS
SHOULD BE REPORTED
TO THE ENGINEER
IMMEDIATELY.
Desi n b
RICHARD A. JE
P.O. Box 5616
Ft. Pierce, FI.34954
\�1
L(Ri y2 }5-5623
r� - ti ORICI(
-------_._._....,_ � .h'GI3.4!?.S - ® t�e'�'• a `S�y �:
=° THE SH
SECTION A -A ;m ---
V` 2440
fill 0
AREA CALCULATIONS: SEAL
BUILDING AREA 875 S.F. FRED D.
SHAFFER
P.E.. #26694
C
MISON
ST. LLCIE OUN'T7r BLIII MNC ��
REVIEWED FOR C
REVIEWED BY �r
DATE (g P£RF11T ST BE K]
OR O 6CT10�. WILL BE MI
AFFER CROUP, INC.
FEDERAL HIGHWAY (SUITE 110) P
TUART, FLORIDA 34994 0
( 772) 220-4990
METAL BUILDING
TIM KUH . , 1 e
9605 ORANGE AVE
FT. PIERCE, FLORIDA