HomeMy WebLinkAboutBUILDING PLANS 3I ea- v
L 0 T 8
(OCCUPIED)
FOUND 5/8" IRON ROD & CAP
/STAMPED "2960"
6' WOOD FEN
,FENCE 0.07' NORTH
FENCE 2.66' NORTH I.�'/
0,0
ja
ya L O T 9
ov ¢a w
o 1 STORY a o Z
a 6' WOODEN FENCE
s.o w
C.B.S. a, o
CROSSES PROPERTY LINE
GATE
RESIDENCE'
BM #2
N
I
X5CON /
15.2'
PUMP SLA
n ^y N:1105412.53
a y
N
00
o y E:875359.09 d;
°2.5'X2.5
y. ,.'�• y.
EL:15.19
C
may.
Q;
W
AD 6>P/
�y
may.
z j ^y. y
A B B
w
0 T
1
^yo
Z ryL
o
^y6U
^y� 0 ^ym ^y�
X,y.
X
W
^y �y
3 ❑EDGE
OF PAVE
r7 xo
z
a
— ---- x- --. — — — —
---o
— --^oy.N— DIRT DRI
Ly0 T 1 1
3
Y
PAVERS ^yc
CONC.
PAVERS
O
Ld
c <
ryx
yry 46.05
0.10 0r
y
PROPOSED
$ ONE STORY o
-
OD Nyo1d
METAL BUILDING c6
x
C4 FFEt16T97
PARKING
50.00'•
�
A NO STRIPING
4800� 6' WOODEN FENCE Ngx o 1� x x^yyx
ty'
N ' x x x^x
CAP
/8" IRON ROD &
^�^9ED "GSI LB7673" FND 5/8" IRON ROD & CAP
5/8" IRON ROD & CAP STAMPED "GSI LB7673DENTIFICATION)
WEST L 0 T 1 2
(VACANT)
EN FENCESOUTHEAST CORNER
12.6WEST BLOCK 3
14z7—
SOUTHWEST CORNER
BLOCK 3
INDIAN_A AVE.
_
— (PER PLAT BOOK 5, PAGE 63)
(UNIMPROVED)
LEGAL DESCRIPTION
LOTS 9, 10 AND 11, BLOCK 3, CENTRAL WHITE CITY SUBDIVISION,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5,
PAGE(S) 63, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
FND
IRON ROD & CAP
"GSI LI7673"
I
I BM #1
SET MAG NAIL
N:1105424.45
79
• 15.34
I
APR 2.0 2018
ermitting Department
St. Lucile ALE
30 0 15 30
( IN FEET )
1 inch = 30 fk
END OF
x - 6' WOODEN FENCE
o IV
to �'b- .34' WEST
0 i D.
U
I ad
9 b O
^y I Of r
ro N oz o
OF
N c¢i
CORN R O I f z
a 6' WCODEN FENCE O 02
01 ON LI E 0 z
0.8' OTRH I -DO
m O Z
— \
190.0yj
0'(P)
�.J s
is lu•�'
I�� , _
3
i
s � , ,I
z, •'
.6 All
LEGEND
P PLAT DATA fL CENTERLINE
M CALCULATED FROM FIELD MEASUREMENTS It PROPERTY LINE j; plg� t•C'�Gf1 /�,�e�]
(D) DEED No. NUMBER F I I J t! 1L
P.O.C. POINT OF COMMENCEMENT TYP TYPICAL
P.O.B. POINT OF BEGINNING CONC CONCRETE
P.-S. PROFESSIONAL LAND SURVEYOR CAN CABLE TELEVISION FRONT_
L8. LICENSED BUSINESS SQ. SQUARE
P.R.M. PERMANENT REFERENCE MONUMENT FT. FEET ' SIDES .
IR&C 51W IRON ROD & CAP TOB TOP OF BANK
C.M. CONCRETE MONUMENT CHU OVERHEAD UTILITIES CNR SIDES
IR IRON ROD q0� WOOD POWER POLE ,
FND FOUND FIRE HYDRANT
O.R.B. OFFICIAL RECORDS BOOK H VALVE REAR �Q_-_.
PB PLAT BOOK ®® DRAINAGE MANHOLE
PG PAGE (SJ SANITARY MANHOLE n :BOX
G.
0 CENTRAL ANGLE OO TELEPHONE JUNCTIOIJ
R RADIUS WOOD POWER POLE IC ,
L ARC LENGTH CONCRETE POWER PC
LICE UNDERGROUND ELECTRIC WELL
UG AT&T UNDERGROUND AT&T CABLE TV JUNCTION BOX
R/W RIGHT OF WAY SIGN
A/C AIR CONDITIONING QQ SANITARY CLEAN OUT
ChS CONCRETE BLOCK STRUCTURE
WM WATER MAIN ® WATER METER
U.E. UTILITY EASEMENT 7.� LIGHT POLE
ME DRAINAGE EASEMENT F.F.E. FINISH FLOOR ELEVATION
FND FOUND
T6R TO BE REMOVED BENCHMARK
A STANDARD HANDICAP SPACE BM BENCHMARK
B STANDARD PARKING SPACE
NOTES
1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
2) ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
3) DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT AND/OR THEIR AGENT.
4) OVERALL PARCEL CONTAINS 0.55 ACRES OR 24,134 SQUARE FEET, MORE OR LESS
5) THE LAST DATE OF FIELD WORK WAS MARCH S. 2018.
6) LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS,
AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED
BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
7) BEARINGS SHOWN HEREON ARE RELATIVE TO THE WEST LINE OF LOTS 9-11, BLOCK 3, CENTRAL WHITE
CITY SUBDIVISION, HAVING A BEARING OF NORTH 00'06'20• WEST AND ALL OTHER BEARINGS SHOWN
HEREON ARE RELATIVE THERETO.
8) UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A
PART OF THIS SURVEY.
9) EXISTING SHED TO BE REMOVED AND CONTENTS TO BE RELOCATED TO PROPOSED METAL BUILDING.
10) FINISHED FLOOR ELEVATION FOR PROPOSED METAL BUILOING.BASED ON MARYIN COUNTYS IS' ABOVE
CROWN OF ROAD. ` ` 0, 11 1 e r '
•��/1�-
MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION #5556
''�"���'•`�' V 'SIGNATURE DATE:
•.......'\�.�.
00
O
N
Z ti
m
m
a m
n c
m
Z m
oZ
v
Fo
Q LL Q� U
0 N!
�t
x
Na
I-
ate`
W°
N
v a
Lu
V N
J
0
u
a of
a
m-j
O
C4
N
0
Q Z
W
a- W
J
Q o
= c[
Z I— ai
::) �0
O
m
O
lY
0
.-I
LL
W
U
W
(L
0
LL
DRAWN BY: BK
CHECKED BY: MTO
PROJECT: 13-112
DATE: 31V2013
LAYOUT: SHEET 1
SCALE: AS SHOWN
SHEET
1 OF 1
•1'
2 5" PLAN VIEW BUILDING FRAMING
RECESS
3" OOR WIDH��
ELEVATION VIEW
BUILDING FRAMING
3" RECESS—\
75"J j— DOOR WID
ROLL -UP DOOR CONCRETE
SPLASH -GUARD RECESS
12"112" REINFORCED FOOTER
j-,oCONCRETE WEDGE ANCHOR
WITHIN 6" OF EACH POST
2j" EMBEDMENT MIN.
2" MIN. BASE RAIL
GRADE 1 — d
N u
"Ia • $CONCRETE
SLAB
I I SLAB ANITSI W.W.F.
(2)
5 REBAR ®6" O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 2,000 PSF (TYP.) 12" OVERLAP SPLICE,
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
NO FIRE RATING IF THE NEAREST STRUCTURES ARE MORE THAN 5' IN
DISTANCE PER 602 FBC. NO FIRE PROTECTION OR SPRINKLER SYSTEM
3,000 PSI 4" CONCRETE SLAB WITH W.W F. AND
12"K12" REINFORCED FOOTER PERIMFiER
NOTES:
SI19—GRADE SOILS:
TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF
THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
CONCRETE:
—MINIMUM 2,50E PSI COMPRESSIVE STRENGTH AT 28 DAYS
"' FORCING STEEL (REBAR) REQUIREMENTS'
—MINIMUM GRADE 40 STEEL
—REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
—HE REBAR IS BENT COLD OF THE BEND _
—THE DIAMETER —REINFORCEMENT PARTIALLY EMBEDDED INOCONCRETEN THE SSHALIDE DLO NOT BE FIELDES NOT BENT BEXCEPPTT INRCASES D
WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT
NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY.
—COVER:
—3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH
SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A
MINIMUM CLEAR DISTANCE OF j" FOR FINE GROUT, AND }" FOR COARSE GROUT BETWEEN REBAR AND
ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
GROUT) OF NOT LESS HN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER,
AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
GALVANIZATION:
WEATHER SHALLRBE GALVNZEDNEXTERIOR IN ACCORDANCE WITH CONSTRUCTION
TA I1533,, DNOT CLASS B-2. D METAL PLATE
CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR
HOT DIPPED GALVANIZED. ___RQLL-llP_----------.-
_______________________________________ BOLL—.118__________________________________________ ___ENTRY/EXIT
DOOR
ENTRY/EXIT DOOR
Ictr r T`•.,
ENTRY/EXIT DOOR
ntc =17 5N EC aux-.
usaRn; YaNKRE
stowcEsTAumvRE
D-e
NONE
ySTE_ NONE
SIO 5-2
STORIES
OF STI
IMPORTANCE FACTOR
ROOF DEAD LOAD
1O�
ROOF UME LOOD
2 F OR ]OOR PONE UNO
FLOOR DEAD LOAD / FLOOR LIVE LOAD
10i / 125PSi (UI SRIRIGEI
'R' RAUNG OF WALLS, ROOK ROOF
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTION USAGE
NO
HURRICANE SHRTER USAGE
NO
SQUARE FOOTAGE
1„l00'
REVISIONS
REV I DESCRIPTON DATE BY
t Re/6EO AA REMFM cauuEM• 5/G/te xR
9
xM6T VLLI(-THRV Daaw
9/Tps An,
1 9 CORRERED RNCXOR IExGnI k RCaF A. T I/15/19 N!9
iG SCREWS I'MTHYSFAL WISHERS O 6 `O.0
IG OONNECnONS EELUNED NtiH /12-IHx3
IG �
�A1190l�ANPII�p10� ARE T%BE wM�NY.
DO1B TONsUE STRENGTH.
VG 5 25"x2.5' TUBE STEEL_ NFPLES ARE
NBE SIEE11.
-3: I 1/15/19
LiJ
> Matthew T. Baldwin P.E.
z Florida License #64608
aSheet: CA-1 OF 4
ME
J-
.ir
REINFORCED FOOTER
4"x3"(2,500 LB.) CONCRETE
WEDGE ANCHOR WITHIN 6"
OF EACH POST.
2" MIN ABASE RAIL
EMBEDMENT MIN.
��!—IIiI—'�� a L3,000 PSI 4" CONCRETE
—��-I SLAB WITH W.W.F.
I-12'
MINIMUM SOIL BEARING CONRNUOUS WITH MINIMUM
CAPACffY 2,000 PSF (TYP.) 12" oVER1AP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
NO FIRE RATING IF THE NEAREST STRUCTURES ARE MORE THAN 5' IN
DISTANCE PER 602 FBC. NO FIRE PROTECTION OR SPRINKLER SYSTEM
1
RAiNva& 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. AND
NOTES: 12"x12" REINFORCED FOOTER PERIMETER
SUB —GRAD SOILS,
—TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF
THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
CONCRETE:
—MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
REINFORCING STEEL (RFBAR) REQUIREMENTS:
—MINIMUM GRADE 40 STEEL
—REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
—THE REBAR IS BENT COLD
—THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6—BAR DIAMETERS: AND
—REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES
WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT
NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY.
—COVER:
—3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH
SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A
MINIMUM CLEAR DISTANCE OF 3" FOR FINE GROUT, AND ;" FOR COARSE GROUT BETWEEN REBAR AND
ANY -FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER,
AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
A VANS, L IZATIQN:
-METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO
WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE
CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR
HOT DIPPED GALVANIZED.
_______________________________________ROLLd1P__________________________ ___ _______________________________ROLL-J.1P_____________________.
ENTRY/EXIT DOOR ENTRF� Y/EXITi DOOR
BIB
WWWE
en
BUILOWG TYPE
CONSTRUCDON TYPE
FlRE PROTECTION
FIRE SUPPRESSION SYSTEM
OaUPANCY__—
INTERNAL PRESSURE COEFRCIENT
r/- O.IS
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10P
ROOF UVE LOAD
203E OR SOAS POOIf Lab
ROOR DEAD / ROOR LNE LOAD
1 / 135PSf (114YFf STOPAOD
V RATING OF WALLS. R00R. ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
.500 SaA.
REVISIONS
REV
I DESCRIPTON
1 DATE
BY
I
DEVISED PER Rf EW COMMENTS
5/6/IB
MIB
iXEA$ O v O.0
WOH 012-144
TO
To BE IMMm
M NIPPLES ARE
-3�:1 5/6/18
LiJ
Matthew T. Baldwin P.E.
Florida License #64608
n Sheet: CA-1
H 1 OFF
,
MINIMUM 6' TS NIPPLE NIPPLE
PPUE
MINIMUM 6' TS NIPPNIPPLE SECURED TO *ALL WITH MINIMUM 6' T$ NIPPLE M
LE ON
SECURED TO WALL POST WITH (/)/12-144" SELF -DRILLING SCREWS SECURED TO WALL POSE WITH
(Q812-tdd' SELF-DRIWNG SCREWS (4)�12-14d' SELF-DRIWNG SCREWS
Add
J• BIPPLE To ASE RAIL NIPPLE E RAIL 2'4'x2' 16 GA ANGLE CUP SECURED k5&F.-DRIWNG
RE' WITH
H ( ANGLE CUP CA
��� YA �,���MC
WITH (4) 012-144' SELF -DRILLING SECURED WRH SC /12-14dU �EEO•uV^v A I � _R_
SCREWS 2'#'#' 16 G ANGLE COP SECURED SCREWS4) /12-14d' SELF-DRRLNG
EWS") LI—IIIIIII' — I-1III=I I GtE OR DOUBLE TS HEADFA VJ;SINGLE OR DOUBLE TS HEADER
NIPPLE TO CODE INFOR ATIO
BASE RAL
CO VEf610N FBG nil Eatim, /SCE-T-1;
INTERMEDIATE POST TO MAN ACDREH WAONISARNWHER£ --
SUItDI G TYPE sTRIxTIRE
POST TO BASE RAIL END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL ON UCTIONTYPE 1-B
CONNECTION CONNECTION WINDOW —RAIL -DETAIL- DETAIL OPTION 1 OPTION 2 _ FIRE ROTECDON NONE
FIRE/SUPPRESSION SYSTEM--- - NONE
2"x2"x2" 16 GA. ANGLE CLIP SECURED uPANCY
WITH (4) #12-14x4" SELF -DRILLING OWADLE NUMBER OF STORIES I
SCREWS BASIC WHO SPEED V. Ieom
VARIES 26 GAUGE ROOF SHEA MNC SECURED C
WITH (1)/12-14x1' SELF-DRIWNG NIPPLE TO EXPOSURE
SCREWS O 6' D.C. (9- O.C. MM.) �To+ LOSURE ENCLOSEDD
STD. MAX. SPACIN I NAL PRESSURE COEFFICIENT +/- O.ts
2"x2"x2" 16 GA. ANGLE CLIP 24 IMPO ANCE FACTOR 1.15
SECURED WITH (4) Q12-14xJ" ROOF DEAD LOAD ID
ISF
SELF -DRILLING SCREWS
MINIMUM 6' 15 NIPPLE NIPPLE PODF UVE LWD 20PSF OR 30We PANT U=
SECURED TO WALL POST WITH R OFAO LOA / ROOR UW LOAD lops,(/ 125P3F w" SIaRY,E)
STD. MAX. SPACING T 1' 16 GAUGE FURRING CHANNEL 45' (4)/12-144' SELF-DRLUNC SCREWS 'R RATING OF WALLS, FLOOR, ROOF N/A
O.C. MAN. SECURED WITH (2)/12-14d' MODUL PER BUILDING I
VARIES SELF-DRWNG SCREWS TO EACH RAFTER. HURRICANE PROTECTION USAGE NO
K HURRICANE SHELTER USAGE 1w
NON—STRUCTURAL HEADER OR OWAE FOCIAGE .]ODSDJ..
SIDE WALL ROLL —UP ROOF PANEL CONNECTION POST TO TRUSS REVISIONS
WINDOW RAIL TO POST DETAIL DOOR HEADER DETAIL VERTICAL SHEATHING OPTION CONNECTION R DESCRIPTON DATE BY
1 RENSEO PER REVIEW COMMENT$ 5/6/IB MIB
N
6 A AP
�n
/16x1' SELF-DRIWNG
j12-144' SELF-DRIWNG SCREWS O 6' O.C. MAX.
SCREWS 0 10' O.C. MAN., 3' 6' MAN. FROM CORNERS
MAX. FROM CORNERS
HORIZONTALLY/ 4- MAX, FROM UrC*n By:
CORNERS VERTICALLY 626MGE,RMF
MTB
'ry DOIe:
INTERIOR EXTERIOR 12/17/17
12' TRUSS CANE SECURED TO WALL POST WITH (5)/12-144' 5009 Lake Ave. Ft. Pierce, FI, 34982
SCREWS O 9' O.C. MAX. SE1F-DRIWNG SCREWS Rw
2} ^i 501 x 26'W x 1O'H UTILITY STRUCTURE
GENERAL 1. IH6 BUILD YILOWC 6 IXEMPF FPaM THE RISC ENERGY
DOOR FRAME TO POST ROLL —UP DOOR TO ROOF RIDGE CAP CON SITE. ION CODE PAECDON 1 STEI
BOX EAVE RAFTER TO 2. ALL BREL TUBING AL. IN BE 50 xS SIE¢
CONNECTION 3. PWMBCI.MO/1Y HER LOCAL ESS.WOE PROPOREQUIRE
POST CONNECTION REINFORCEMENT POST CONNECTION DETAIL SET-Bb s,AND/Ofl OTHER O"O WOE REQUIREMENTS ME
ME MO WA L SHEARING
OF THE SECURED
a. ROOF AHD WALL SHEATHING EsD W WWITHASHERS
/12 5' O.C.
AC
AN FRMING SCREWS WITH SEAL ED INTH O fi' 6C. '
B Rm FPAIMG CONNECTIONS sEcuRm WITH /@-14il/a•
sf ;010TV NG�SSCCPEYYS.
fi.ALL SHOP FRAMING CONNECTIONS ARE TO BE WEIDm.
7. CONCRETE ENPANSIONS ANCHORS ARE TO BE I DM
2.600B TENSILE SIPENOTN.
e. 14GA FRAMING 0 2b'4.V WOE SVOUL NIPPLES ME
o
DESIGN PRE ES
— 1
ROOF
+22.0/-48.4
WALLS
+25.4/-22.8
DOORS
+25.4/-22.8
WINDOWS
+25.4/-22.8
1
2
3
4
5
ZONE
+11.7
—25.8
+14.3
—39.1
+22.0
—48.4
+25.4
—22.8
+23.8
—20.1
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carolina Carports, Inc.
FL6796.1
26 Ga. AG Roof Panel
WALL SHEATHING
Carolina Carports, Inc.
FL6702.1
26 Ga. AG Panel
ROLL —UP DOOR
ASTA DOOR CORPORATION
FL8888.1 —R5
203 WINDLOCK
235•"2.2B TUBE STEEL
5/6/18
(f)
__J MattheW T. Buk Win P.E.
Q Florida Ucense #64608
r Q Sheet: CA-4 OF 4
25" PLAN VIEW BUILDING FRAMING
r RECESS
3
i DOOR WID^,—j
ELEVATION VIEW
BUILDING FRAMING
RECESS - - - - - _
jf DOOR WID
ROLL -UP DOOR CONCRETE
SPLASH -GUARD RECESS
2"x12" REINFORCED FOOTER
4"0"(2,500 LB) CONCRETE
WEDGE ANCHOR WITHIN 6"—
OF EACH POST.
2" MINNN& 'BASE RAIL
EMBEDMENT MIN.
PSI 4" CONCRETE
WITH W.W.F.
(2) #5 REBAR 0 6" O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 2,000 PSF (TP.) 12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
NO FIRE RATING IF THE NEAREST STRUCTURES ARE MORE THAN 5' IN
DISTANCE PER 602 FBC. NO FIRE PROTECTION OR SPRINKLER SYSTEM
-�,- 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. AND
NOTES: 12"x12" REINFORCED FOOTER PERIMETER
SUB -GRADE SOILS:
-TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF
THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
CONCRETE:
-MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
REINFORCING STEEL (REBAR) REQUIREMENTS:
-MINIMUM GRADE 40 STEEL
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
-THE REBAR IS BENT COLD
-THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6-BAR DIAMETERS: AND
--REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES
WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT
NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY.
-COVER:
-3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH
SOIL OR WEATHER, AND 1j" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A
MINIMUM CLEAR DISTANCE OF }" FOR FINE GROUT, AND J" FOR COARSE GROUT BETWEEN REBAR AND
ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER,
AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. -
GALVANIZATION:
-METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO
WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE
CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR
HOT DIPPED GALVANIZED.
---BOLL-IIB------------------------------------------------------------ROLL=U]P----------------------------------------------------------RnII =L
NGTNG-'---------'----- ENTRY/EXIT DOOR ENTRY/EXIT DOOR ENTRY/EXIT DOOR
DOR
_5^ ".( 8•_0" 8._6„ 8'-O" 8,_8„ I 8•_O —
vn•_n
R�F7�eo
SFa.2
61018
�Yn9 D
�UGe ]MANUFACTURER
CARPORTSANYMERE
CoDE INFORMATION
CODE VERSION IM
M17 BN ES , ASCE-7-
jc�om
COV/!hi ent
BUILD GUTYPE
sroRxE�sTRIxTwE
ZE PROTEGTON NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY JSTORE S-2 _
SPEED
INTEWAL PRESSURE COEFRCIENT
/- 0.15
IMPORTANCE FACTOR
1.15
NOF OEAO LOAD
IOPSF
ROOF UVE LOAD
203F OR 3001E POINT UIIM
FLODR DUO LOAD / FLOOR UVE LOAD
Ionr / 125P (UGNT STGIvaQ
"R" RATING OF WALLS, FLOOR. ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
HURRIGWE SHELTER U6AGE
NO
SQUARE FOOTAGE
t,3a0 sO.FT.
REVISIONS
1 REVSE➢ PEv REYIEW CONYENS 5/0/IR YIB
2 pypEp WNX-TiRU GO 9/J/IB M1B
3 1 RUAGED WALK-THRU DOORS 9/21/IB YIB
12/17/17
LacalFOR:
5009 Lace Ye. Ft. Pierce, FI, 3498
Wet
50'L x 26'W x IO'H UTILITY STRUCTU
GONER& Nn1E5
1. THB BUIIDNG G Ux MPT FROM THE Fee ENERGY
CONSERVATION WOE PER SECDON 1015M
2. ALL STEEL TUBING SNlA1 SE 50 K51 STELE
3. PLUMBING. ELECTRICAL INGRESS/EGRESS. PROPERTY
SET-WKS. AND/OR OTHER LOLL CODE REOUIREWENI
WE OFS
4. ROOFRAANND WALL SHEATHINGN981UNY
SECURED WRH /12-1403
SELF-DRWNG SCREWS WITH SEAL WASHERS C 0' O.0
3. REID FRAMING CONNECTION SECURED " /12-144
sEls-DRIWNG uRLWs
5.ALL SHOP FTAlt11NG NNNECTIONS ARE TO BE WELDED.
7. CONCRETE EMPRNSION ANCHORS ARE TO BE MINIMUM
1/Q3•, 2,60IX8 iT
- 'MBEM.
0.24 FAAVING 4 CUBE STELi NIPPLE ARE
5* STED_5"
238'a2.25' CUBE STEEL
1n
0)
a
O
U
Tn
L
0
3:
9/22/18
W_
i
Matthew T. Baldwin P.E.
zQ
Florida License #64608
Sheet: CA-1 OF 4
F In
r-^Trl
IN
L 0 T 8 FND 5/8" IRON ROD & CAP
(OCCUPIED) STAMPED "GSI LB7673"
FOUND 5/8" IRON ROD & CAP
STAMPED 'r2960"
I
OL
LO 0 T 9
BM #2 1 L
JYl /'1V 1v
a N 1105412.53
:875359.09
Oj EL:1 1.19
w
46.22'
z
� d
w o
9: WY)
LIO T 1 0
N
0
LO
M
M
L 0 T 1 1
ONE STORY
METAL BUILDING
UNDER
CONSTRUCTION
FORMBOARD
EL=16.50'
1 STORY
C.B.S.
H1
Y
0 64.58'
FND 5/8r' IRON ROD & CAP/
STAMPED „GSI LB7673"
I
IBM#1
SET MAG NAIL
N:1105424.45
E: 875439.79
EL:15.34
I
I
vl
u')
SOUTHEAST CORNER =
BLOCK 3 — — —
190.00'(P
0
N
_ INDIAN_A AVE.
(PER PLAT BOOK 5, PAGE 63)
(UNIMPROVED) #fdUno 8
LEGAL DESCRIPTION
LOTS 9, 10 AND 11, BLOCK 3, CENTRAL WHITE CITY SUBDIVISION,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5,
PAGE(S) 63, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
FND 5/8"IRON ROD & CAP
STAMPED "GSI LB7673"
FOUND 5/8"IRON ROD & CAP
(NO IDENTIFICATION)
1.03' WEST
L 0 T 1 2
(VACANT)
160.71'(P)
SOUTHWEST CORNER
BLOCK 3
N
H)
Y.
F U
0 0
J
J
OT
1
D_
U
Of
zo
0E-
�Q
13
U
Ln Z
w
00
z—
OZ
3D GRAPHIC SCALE 0 is 30
( IN FEET )
1 inch = 30 ft.
ps
�
I �
.w
I
I
IF'y�a `i
I
,ILIL,
* q
IN
ON
0V6 NO SCALE
vaxe�o
/11 X Y
LEGEND r`Cr
((P)) PLAT DATA CENTERLINE
(M) CALCULATED FROM FIELD MEASUREMENTS I'L PROPERTY LINE RECEIVED
(D) DEED No. NUMBER
P.O.C. POINT OF COMMENCEMENT TYP TYPICAL
P_O.B. POINT OF BEGINNING CONC CONCRETE MAR 1 S 2019
P.LS. PROFESSIONAL LAND SURVEYOR CAN CABLE TELEVISIO
LB. LICENSED BUSINESS S0. SQUARE
P.R.M. PERMANENT REFERENCE MONUMENT FT. FEET ST. LUQie CDuD IR&C 5/5-IRON ROD & CAP TOB TOP OF BANK .-_ P@fN'
C.M. CONCRETE MONUMENT CHU OVERHEAD UTILITIES
IR IRON ROD '')� WOOD POWER POLE
FND FOUND FIRE HYDRANT
O.R.B. OFFICIAL RECORDS BOOK N VALVE
PB PLAT BOOK DRAINAGE MANHOLE
PG PAGE S SANITARY MANHOLE
A CENTRAL ANGLE TELEPHONE JUNCTION BOX
R RADIUS ca� WOOD POWER POLE
L ARC LENGTH CONCRETE POWER POLE
UGE UNDERGROUND ELECTRIC WELL
UG AT&T UNDERGROUND AT&T CABLE TV JUNCTION BOX
R/W RIGHT OF WAY v SIGN
A/C AIR CONDITIONING o(Q SANITARY CLEAN OUT
C6BS CONCRETE BLOCK STRUCTURE
WM WATER MAIN ® WATER METER
U.E. UTILITY EASEMENT UGHT POLE
D.E DRAINAGE EASEMENT F.F.E. FINISH FLOOR ELEVATION
FND FOUND
TBR TO BE REMOVED BENCHMARK
A STANDARD HANDICAP SPACE BM BENCHMARK
B STANDARD PARKING SPACE
NOTES
1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
2) ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
3) DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT AND/OR THEIR AGENT.
4) OVERALL PARCEL CONTAINS 0.55 ACRES OR 24,134 SQUARE FEET, MORE OR LESS.
5) THE LAST DATE OF FIELD WORK WAS MARCH 5, 2018.
6) LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS,
AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED
BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
_ 7) BEARINGS SHOWN HEREON ARE RELATIVE TO THE WEST LINE OF LOTS 9-11, BLOCK 3, CENTRAL WHITE
CITY SUBDIVISION, HAVING A BEARING -OF NORTH 00'06'20" WEST AND ALL OTHER BEARINGS SHOWN
HEREON ARE RELATIVE THERETO.
8) UNDERGROUND UTILITIES, UTIUTY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A
PART OF THIS SURVEY.
9) EXISTING SHED TO BE REMOVED AND CONTENTS TO BE RELOCATED TO PROPOSED METAL BUILDING.
10) FINISHED FLOOR ELEVATION FOR PROPOSED METAL BUILDINGWBASED•ON MARTIN COUNTYS 18' ABOVE --
CROWN OF ROAD. `l..,. •�1 T ' '
C.
F :..Ty
MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND' MAPPER' 1! - ""' `� SIGNATUR DATE:
FLORIDA REGISTRATION #5556
''I Ittte.n
O
N
F
00
N
m
Z m
Cnd
Fo
r J N E
aLLU)s
R
OR
d q
W_ N._—
x
<�
V C4
a�I
N
Qw
CL
(W7 N n�'
LL
J
Ld
O
a
a ra
m�
O
Lp
u
N
(n
T
K
O
W 4
K z
Z
U) W
&Z
z
V)
w -
z W
O
Z S
L`
Q W
U)
Lij W
J
U) O�
Q
to
W
Z
�_ 6:
Ow
O
W
O
u'
E
m
F-
-
O
DRAWN BY: BK
CHECKED
BY: MTO
PROJECT: 13-112
DATE: 3/1/2013
LAYOUT: SHEET
SCALE: AS SHOWN
SHEET
1 OF 1
I_ XEZL c1VCU
n'a-c P10
L 0 T 8 FND 5/8" IRON ROD & CAP
(OCCUPIED) STAMPED "GSI 1-87673"
FOUND 5/8" IRON ROD &CAP pa S1_ , L�CI� C t• L
STAMPED "2960' g� f�11
/ Approve
a / 20'
0 T 9 1 STORY '0
I
C.B.S.
,RESIDENCE I
It 10�
Oi
It
BM #2
-MAG -UA_I L
1105412.53
875359.09
EL:15.19
LIO T 1 0
LO
N
n
❑
H7
--------------
L 0 T 1 1
Y
w
46.25'
49.99'
0 64.55
ONE STORY
m
METAL BUILDING
J
rn
UNDER
rn m
z
ri
CONSTRUCTION
'R
0-
N
FORMBOARD
N
.wm.
EL=17.15'
64.44
FND 5/8" IRON ROD & CAP
STAMPED "GSI LB7673"
FOUND 5/8" IRON ROD & CAP
(NO IDENTIFICATION)
1.03' WEST
SOUTHWEST CORNER
BLOCK 3
L 0 T 1 2
(VACANT)
160.71'(P)
I
BM #1
SET MAG NAIL
N:1105424.45
E: 875439.79
EL:15.34
I
I
CN
IRON ROD
�I
G
01 I 0
J
SOUTHEAST CORNER
BLOCK 3
150.0(
190.00'(P)
0 0
N N
a.
Q
U
0
z0
0 ~
_a
00
U
LL
11
Z
w
0C3
z—
O U
w
_ INDIAN_A AVE.
(PER PLAT BOOK 5, PAGE 63)
(UNIMPROVED)
LEGAL DESCRIPTION
LOTS 9, 10 AND 11, BLOCK 3, CENTRAL WHITE CITY SUBDIVISION,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5,
PAGE(S) 63, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
MAR 21 2018
ST. Lucle
30 GRAPHIC SCALE I30
( IN FEET )
1 inch = 30 ft.
SAINT LUCIE COUNTY, FLORIDA
VIcmTY MAP
NO SCALE
LEGEND
DATA
¢
CENTERUNE
QPLAT
CALCULATED FROM FIELD MEASUREMENTS
It
PROPERTY LINE
(D)
DEED
No.
NUMBER
P.O.C.
POINT OF COMMENCEMENT
TYP
TYPICAL
P.O.B.
POINT OF BEGINNING
CONC
CONCRETE
P.LS.
PROFESSIONAL LAND SURVEYOR
CAN
CABLE TELEVISION
L.B.
UCENSED BUSINESS
S0.
SQUARE
P.R.M.
PERMANENT REFERENCE MONUMENT
FT.
FEET
IR&C
5/8-IRON ROD & CAP
TOB
TOP OF BANK
C.M.
CONCRETE MONUMENT
CHU
OVERHEAD UTIUTIES
IR
IRON ROD
'Ty
WOOD POWER POLE
FND
FOUND
FIRE HYDRANT
O.R.B.
OFFICIAL RECORDS BOOK
►1
VALVE
PB
PLAT BOOK
DRAINAGE MANHOLE
PG
PAGE
S
SANITARY MANHOLE
A
CENTRAL ANGLE
TELEPHONE JUNCTION BOX
R
RADIUS
cap
WOOD POWER POLE
L
ARC LENGTH
CONCRETE POWER POLE
UGE
UNDERGROUND ELECTRIC
WELL
UG AT&T
UNDERGROUND AT&T
CABLE TV JUNCTION BOX
R/W
RIGHT OF WAY
SIGN
A/C
AIR CONDITIONING
(Q
SANITARY CLEAN OUT
CBS
CONCRETE BLOCK STRUCTURE
WM
WATER MAIN
®
WATER METER
ME
UTILITY EASEMENT
LIGHT POLE
ME
DRAINAGE EASEMENT
F.F.E.
FINISH FLOOR ELEVATION
FND
FOUND
TBR
TO BE REMOVED
BENCHMARK
A
STANDARD HANDICAP SPACE
BM
BENCHMARK
B
STANDARD PARKING SPACE
NOTES
1) NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
2) ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
3) DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT AND/OR THEIR AGENT.
4) OVERALL PARCEL CONTAINS 0.55 ACRES OR 24.134 SQUARE FEET, MORE OR LESS.
5) THE LAST DATE OF FIELD WORK WAS MARCH 21, 2019.
6) LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS,
AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED
BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
7) BEARINGS SHOWN HEREON ARE RELATIVE TO THE WEST LINE OF LOTS 9-11, BLOCK 3, CENTRAL WHITE
CITY SUBDIVISION, HAVING A BEARING OF NORTH 00'06'20" WEST AND ALL OTHER BEARINGS SHOWN
HEREON ARE RELATIVE THERETO.
8) UNDERGROUND UTUTIESS UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A
PART OF THIS SURVEY.
9) EXISTING SHED TO BE REMOVED AND CONTENTS TO BE RELOCATED TO PROPOSED METAL BUILDING.
10) FINISHED FLOOR ELEVATION FOR PROPOSED METAL BUILDINGlbA"S UION,MARTIN COUNTY'S 18" ABOVE
CROWN OF ROAD. �``��,eL T. �•,
' 556 .:f. ,..
d O ,
vt•'•_ -STAjE OF
MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER, "171 SU'-,-'`�` SIGNATURE DATE:
FLORIDA REGISTRATION #5556
rw
F'
Z F`
00
2
W W.
z 2
m
er
Oz
F O
QJtoE
LL u) 0
rS
6
W N=
o
Fx
a'P
�-� C) c-1 v
a Z) (OR
w o
L-1
N
<w
g
,LLI n
V N tin,
KLL
J Fv
0 w
J IL
>no
O
u U
IL
m�
O
N
LL
N
0
0
O
z
LL
/
LU
a
V!
LU
Q
v, O
C)
= N
Z
f —
iwi
D
0
W
O
LL
'a
m
�
0
LL
CHECKED BY: MTO
PROJECT: 13-112
DATE: 3/1/2013
LAYOUT: SHEET 1
SCALE: AS SHOWN
SHEET
1 OF 1