HomeMy WebLinkAboutRevisionsOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
ADDRESS:
2711 S 19th St
Ft Pierce, FL 34982
PERMIT 200 2 BW [
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
REVISIONS:
Foundation and overhead door area cloudedand adjusted to incorporate lower finished floor in
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ,—E
V
]I C . #:BUSINESS
NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE:
ZIP:
PHONE (DAYTIME):
FAX:
OWNER/BUILDER INFORMATION:
NAME: Mansueta Crowell
FILE Co ■
ADDRESS:2711 S 19th St
CITY:. Ft. Pierce STATE:
FL ZIP:. 34982
PHONE (DAYTIME: 316-249-2795
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
i
CITY: STATE:
ZIP:
PHONE (DAYTIME):
FAX:
SLCCC: 9123109
Revised 06130/17
OFFICE:
MORTON BUILDINGS GENERAL SPECIFICATIONS
LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHIERN YELLOW PINE NAIL, LAMINATED 3 MEMBER S4S COLUMNS
NAILED 9' O.C. STAGGERED ON EACH SIDE WIT 4" NAILS. I
r
MFS PRE -CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, 10,000
PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE MECHANICALLY
FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO RESIST BOTH AXIAL
AND BENDING FORCES. I
FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE
(SEEPLANS FOR DIAMETER AND DEPTH). MFS PRIE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE.
CONCRETE (MINIMUM COMPRESSIVE STRENGTH I2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS
(SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED
WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS).
ANCHORED ON CONCRETE - COLUMNS ARE ATTACHED TO CONCRETE BY USE OF Y;' H.R. STEEL COLUMN
SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY TWO'/2" DIA. x 10" PLATED ANCHOR BOLTS AND
COLUMN IS FASTENED TO SOCKET BY (4) 1/2-x6" M. BOLTS & (8)1/4"x2 1/2" POWER LAG WASHER HEAD
YELLOW ZINC SCREWS.
TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1
OR BETTER SOUTHERN YELLOW PINE AND CENTER, MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE
TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE
CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS.
FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36"
O.C. WITH ALL JOINTS STAGGERED AT ATTACHME NT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR
BETTER ON EDGE SPACED APPROXIMATELY 24" O C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER.
ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED
AND KILN DRIED, LUMBER AS SPECIFIED, IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE
AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT
STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING.
SIDING PANELS & ROOFING (FLUOROFLEX 1000 TM) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME
STEEL WITH AN ADDITIONAL BAKED -ON 70% PVDF FINISH WITH A NOMINAL T MIL. PAINT THICKNESS ON
EXTERIOR.
TRIM - DIE -FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES,
CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS.
GUTTERS - S' K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES
OF THE BUILDING.
2x4WF1 Fl 02/12
FLORIDA PRODUCT APPROVAL NUMBERS
PRODUCT
FL#
MBI HI -RIB WALL PANEL
25829.2
MBI HI -RIB ROOF PANEL
25577.2
ENTRY DOOR
TBD
WINDOW
26603
OVERHEAD DOOR
TBD
SHEET INDEX
SHEET#
DESCRIPTION
GI OF G1
SPECIFICATIONS & SHEET INDEX
SF1.2 OF SFI
FOUNDATION PLAN
SF2.2 OF SF2
FOUNDATION PLAN
AS1.1 OF ASI
ANCHOR SOCKET PLAN
S1.1 OF S8
COLUMN PLAN
S2.1 OF S8
TRUSS/BRACING PLAN & DETAILS
S3 OF S8
TRUSS & PORCH FRAME DRAWINGS,
PURLIN LAYOUTS
S4.2 OF S8
ELEVATIONS
SS OF S8
SECTIONS A,B & DETAILS
56.2 OF S8
SECTIONS C,D,E & DETAILS
S7.1 OF S8
SECTIONS F,G & FASTENING SCHEDULE
S8 OF S8
PORCH CONNECTION DETAILS
BUILDING DESIGN CRITERIA
BUILDING CODE
2017 FLORIDA BUILDING CODE
USE GROUP
R-3
CONSTRUCTION TYPE
VB
PROPOSED ADDITION BUILDING AREA
2436 SQ FT
RISK CATEGORY
U
MINIMUM LIVE ROOF LOAD DESIGN
SEE NOTE #3
WIND SPEED (Vult)
160 MPH
WIND SPEED (Vasd)
124 MPH
EXPOSURE CATEGORY
B
INTERNAL PRESSURE COEFFICIENT
±0,18
BUILDING DESIGN CONDITION'
ENCLOSED
WIND LOAD DESIGN
ASCE 7 (ENVELOPE METHOD)
MAIN WINDFORCE RESISTING SYSTEM
(ALL FORCES ACT NORMAL TO THE SURFACE)
(FOR ZONES SEE MWFRS ON ELEVATIONS PAGE)
(VALUES SHOWN =0.6' W)
CASE I = (-) INTERNAL PRESSURE COEFFICIENT
CASE 2 = (+) INTERNAL PRESSURE COEFFICIENT
CASE 1
CASE 2
ZONE 1 E
22.48 PSF
14.05 PSF
ZONE 2E
-20.84 PSF
-29,27 PSF
ZONE 3E
-11.55 PSF
-19.98 PSF
ZONE 4E
-10.26 PSF
-18.69 PSF
ZONE 5E
18.50 PSF
10.07 PSF
ZONE 6E
-5.85 PSF
-14.28 PSF
ZONE I
16.31 PSF
7.88 PSF
ZONE 2
-1 1 .94 PSF
-20.37 PSF
ZONE 3
-6.76 PSF
--15.19 PSF
ZONE 4
-5.51 PSF
-13.94 PSF
ZONE 5
13.58 PSF
5.15 PSF
ZONE 6
-2.58 PSF
-11.01 PSF
COMPONENT & CLADDING WIND LOADS
(ALL FORCES ACT NORMAL TO THE SURFACE)
(FOR ZONES SEE ELEVATIONS)
(VALUES SHOWN = 0.6 - W)
(ASSUMED EFFECTIVE WIND AREA = 10 SQ, FT.)
ZONE 1
15.92 PSF,-25.29 PSF
ZONE 2
15.92 PSF, -44.02 PSF
ZONE 3
15.92 PSF, -65.10 PSF
ZONE 4
27.63 PSF, -29.97 PSFZONE
5
27.63 PSF, -37.00 PSF
CURRENT LUMBER SPECIFICATIONS (06-01-2013) "
..SIZE
DESCRIPTION
BENDING VALUE Fb.
2x4
NO. 2 SPF
1313 PSI
2x4
NO. 1 SYP
1500 PSI
2x4
2100f MSR SPF
2100 PSI
2x6
NO, 2 SPF
1138 PSI
2x6
NO. 1 SYP
1350 PSI
2x6
2100f MSR SPF
2100 PSI
2X6
2400 MSR SYP
2400 PSI
2x8
NO. ISYP
1250PSI
2x8
2400 MSR SYP
2400 PSI
2x10
NO:.1 SYP.
1050PSI
2x10
2400MSR SYP
2400PSI -
2x12
NO. I SYP
1000 PSI
2x12
2250f MSR SYP
2250 PSI
11/2-xi6"
LAMINATED -VENEER LUMBER
2800PSI
1/205"
GLU-LAM
1650 PSI
51/4"X161/2'
GLU-LAM
2400 PSI
51/4"x191/2"
GLU-LAM
2400 PSI
DESIGN AND EXPLANATORY NOTES
1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS
INCORPORATED AS PART OF THESE DRAWINGS.
2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED
[DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION.
3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE,
REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.12.2
a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF
b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY
STRUCTURAL MEMBER = 18 PSF
c.) FOOTINGS = 12 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER
NON -TEMPORARY LOADS W/ APPROVAL FROM BUILDING OFFICIAL).
4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE
DIRECTION OF THE LICENSED / REGISTERED ENGINEER .
5.)* THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE
NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS'
SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY.
REVISION
�02- 06'('r
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
IBOCG'��'� `
/20�
FILE COPY
REVISION SCHEDULE (3/16/2020)
SHEET #
REVISION MADE
SF1.1 OF SF2
CORRIDOR LENGTH CHANGED FROM N-0" TO 5'-0"
SF2.1 OF SF2
CORRIDOR LENGTH CHANGED FROM 4'-0" TO 5-0"
RAISED FLOOR HEIGHT. ADDED 2 STEPS.
ASI A OF ASI
CORRIDOR LENGTH CHANGED FROM 4'-a'TO 5'-U'
SI A OF S8
CORRIDOR LENGTH CHANGED FROM 4'-(Y" TO 5'-0"
S2.1 OF S8
CORRIDOR LENGTH CHANGED FROM 4'-Cr'TO 5'-0"
S4.1 OF S8
CORRIDOR LENGTH CHANGED FROM 4'-0" TO 5-a'
S6.1 OF S8
DETAIL # 1 - CORRIDOR LENGTH CHANGED FROM 4'-0" TO 5'-0"
S7;1 OF SS
SECTION G - CORRIDOR LENGTH CHANGED FROM 4'-0" TO 54Y
REVISION SCHEDULE (4/7/2020)
SHEET #
REVISION MADE
SF2.1 df SF2
ADD 22'x14'-6" (9') RECESSED GARAGE FLOOR. OHD NOTCH TO 17'.
SF3.1 df SF2
ADDED SECTIONS FIG
S4.2 0p?8
LOWERED OVERHEAD DOOR 9"
S6.2 O$
LOWERED OHD 9" IN SECTION C
NO.
N
L
�j
FL
RAWN BY.•
ALS
ATE:
12/ 17/2019
NECKED BY.'
V.D.
ATE:
1 /8/2020
EVISED DATE:
3/ 16/2020
EVISED DATE.-
4/7/2020
EVISED DATE.'
--
EVISED DATE:
--
Digitally
CNN signed b
Na
-�.. Craig E
801p2 <`
na�oF ,w, Calindarc
uWo� ay�m .e amm mq n.
99:27:11
fool
r
LE.• AS NOT _E-
SHEET Nq ,-
G l of
I '
i
i
(D
0 9 Q
�O
N 10-11, 46-11 1/2,
2'-11 1/2'
B E
SF2
F S 2
4/20/20
—011 _____________________ II_____-___—__--_--____--- _________— 1—on40A0
11---------------� r— ---- -- --- ----------t
l I 11 co
I l I I 6 1
SF2 1 SF2
cV I
I
0 1 L________ ______J
I r________ ________J i I
I I I
I I I
1 i SF2 SF2 3/16120
IL 1
I I 1
C �
F2
% `7T%/ iI
1 .-0,
60-0.,
o
0 O
I
F UNDATION PLAN p
AND EXPLANATORY NOTES
1.) FOOTIN§S ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL
CONDITIONS MAY REQUIRE MODIFICATIONS.
2.) CONCRETE FLOOR NOTES:
a.3500 PSI, 5 1 /2 BAG MIX CONCRETE
b. SLOPE GRADE AWAY FROM BUILDING Q 1 PER FOOT FOR A MINIMUM
DISTANCE OF 10 PLUS OVERHANG WIDTH
c. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER OVER A
COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR
d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS
3.) CONCRETE FOUNDATION NOTES:
a. CONCRETE & REINFORCING BAR SPECIFICATIONS:
- 3500 PSI, 51 /2 BAG MIX
- GRADE 60, DEFORMED REINFORCING BARS
b. VERTICAL REINFORCING:
- HOOK VERTICAL REINFORCING 8" MINIMUM IN FOOTING
-SPLICE LENGTH SHALL BE IZ' MINIMUM
- COVER SHALL BE 2 1 /2" MINIMUM
C. HORIZONTAL REINFORCING:
- HORIZONTAL REINFORCING SHALL BE CONTINUOUS OR PROPERLY SPLICE
AROUND ALL CORNERS
- SPLICE LENGTH SHALL BE 12" MINIMUM
- COVER SHALL BE 3" MINIMUM
4.) NOTCH WALL DOUBLE THE THICKNESS OF THE INTERIOR FLOOR PLUS THE HEIGHT OF
THE WALL ABOVE THE FLOOR (IF APPLICABLE). NOTCH WALL 1 T' DEEP AT DOOR
OPENING. -
REVISIOPYIL
CODE COMPLkh- i4
ST. LUCIE COUNT,
BOCC
f-ILE C®Py
E
N
S
LJOOFFC�E:
RT CHARLOTTE,
NO.
161-094476
F
J jtL
ui
Fz
w
a
1
W •77•?7-0a°00
2' 8' SCALE: AS NOTED
SCALE: I SHEET NO,
1' 4' 16
'
SF1'.2 of SF2
2x3 JAMB OVERHEAD DOOR
COLUMN 2x6 TRACK BLOCK
FOUNDATION PLAN DIME ON 1/4, PER FOOT SLOPE
42MIN-
2) 1/227d01' ATED ANCHOR BOLTS 4" CONCRETE FLOOR
"CONCRETE'FLOOR♦l/2"LIP
MINIMUM COMPACTED GRANULAR BASE R IN SITU GRANULAR SOIL d ° ° a A a2"—/ • SEE NOTE #5
SLOPE GRADE AWAY FROM ON SFl
APPROACH A MINIMUM OF "
1 /4" PER FOOT SLOPE FOR A °
V-6" MINIMUM DISTANCE OF 5-9' 4" MINIMUM COMPACTED
i 1/2" a t6„ GRANULAR BASE
3'-0" "8"�CONCRE
OR IN SITU GRANULAR SOIL
FINISH n 'FILL*
GRADE UNDATION WALL♦
2 1/2" .ZL REINF. 2-#4 REBARS,
1 AT 6" FRO TOP, 1 AT 6" FROM BOTTOM °
8:: • & SO NO B ARE MORE THAN 2' APART
3" -
MIN. VERTI JL REINF. #4 REBARS*
16" SET IN FTG,I T TO EXCEED 2' O.C. a
TYPICAL FO ING w/2-#4 REBARS
UNLESS SPE LIEDOTHERWISE
I
FOUNDATION SECTION A OVERHEAD DOOR CONCRETE APPROACH SECTION B
SCALE: 1 /2" = 1'-0" SCALE: i" = 1'-0"
3/16/20
j
I
4" CONCRETE FLOOR*
4 1 /4" 41 F" 4" MINIMUM COMPACTED
GRANULAR BASE 10 1/2"
OR IN SITU GRANULAR SOIL
" It
EmmlllL-
FFICE.'
PORT CHARLOTTE, FL
OB NO.
161-094476
r-f—
V
0
J
Lu
FOUNDATION PLAN DIMENSION
O
4 1/4„ (2) 1/2"xlW PLATED ANCHOR BOLTS
4" CONCRETE FLOOR*
4" MINIMUM COMPACTED
U
2 MIN 24 MI 9„ 41 2"� ..' ' 2:' GRANULAR BASE Q
4 2 ";, I OR IN SITU GRANULAR SOIL
LLl
e
6" MAX. .. x
8" CONCRETE ♦ FINISH
3'-01, I I I FOUNDATION WALL GRADE
8" CONCRETE ♦ 3-0
e FOUNDATION WALL <
it COMPACTED FILL*
(REF. SECTION A) EXISTING
FOUNDATION • 2 1 /2 8" CONCRETE FOUNDATION WALL
MIN. HORIZONTAL REINF, 2-#4 REBARS,
,8�— i 8„ • 1 AT 6" FROM TOP, 1 AT b" FROM BOTTOM
& SO NO BARS ARE MORE THAN 2' APART
MIN. VERTICAL REINF. #4 REBARS*
"6-16" 16' SET IN FTG. NOT TO EXCEED 2' O.C.
TYPICAL FOOTING w/2-#4 REBARS
UNLESS SPECIFIED OTHERWISE
FOUNDATION SECTION C FOUNDATION SECTION D FOUNDATION SECTION E
SCALE: 1 /2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1 /2" = 1'-U'
REVISIO
FOUNDATION PLAN DIP 4NSION 4/7/20 FOUNDATION PLAN DIMENSION
41J4" (2) 1/2"k' 'PLATED ANCHOR BOLTS (2) 1 /Z'xl 0" PLATED ANCHOR BOLTS REVIEWED FOR
4" CONCRETE FLOOR* 41)a" CODE COMPLIANCE
G MINIMUM COMPACTED ♦ aST. LUCIE COUNTY
*4!'CONCRETE FLOOR GRANULAR BASE i
I OR IN SITU GRANULAR SOIL 2 24' MIN. 4" CONCRETE FLOOR♦
4" MINIMUM COMPACTED 4" MINIMUM COMPACTED GRANULAR BASE BOCiCi
GRANULAR BASE , • —4 OR IN SITU GRANULAR SOIL
OR IN SITU GRANULAR SOIL 9:: nx 9
1 6:.
i
mom%,= ° COMPA FILE COPY,
ED FILL* FINISH e
8" CONGFIETE FOUNDATION WALL ♦ GRADE
2 1 /2 MIN. HO ZIZONTAL REINF. 244 REBARS, 21 /2"
1 AT 6" F M TOP, 1 AT 6" FROM BOTTOM
•
3#61 & SO N ARS ARE MORE THAN 2' APART 8" •
3:,
MIN VEA T CAL REINF. #4 REBARS*
16" SET IN FT ' NOT TO EXCEED 2' O.C. 16"
TYPICAL OTING w/2-#4 REBARS
UNLESSS ECIFIED OTHERWISE
FOUNDATION SECTION F FOUNDATION SECTION G
SCALE: I /2 = 1'-0"
^ SCALE: 1/2'. = 1'-0"
U
w
ro
DRAWN BY.'
ALS
DATE:
12/ 17/2019
CHECKED BY.'
V.D.
DA'TE.'
1/8/2020
REVISED
DATE.'
3/ 1612020
REVISED
DATE
4/7/2020
REVISED
DATE.'
--
RE
ISED DATE.'
---
''.ra.anm
wre
�fS'N,gNRt�G��.
per: �N
Digitally signed byCraic, E
Gunderson
Date: 2020.04.08 09:27:-
1-04'ODi
S ALE. AS NOTED
SHEET NO.
, F2.2 of SF2
li
�I
01
F4/7/2020
o
04
1-11, 7._6.
7_6„ 7 _6" 7, 6 T 6" T 41 /2"
I I I
2'-10" V-11 1
0
0 ❑
ANCHOR SCHEDULE
COLUMN SOCKET SCHEDULE
KEY
ANCHOR DESCRIPTION
ANCHOR EMBEDMENT
SOCKET DESCRIPTION
MBI ITEM #
QTY
0
(2) 1 H DIAMETER x 10" PLATED
ANCHOR ROD
a,
SOCKET WITH (2) 2 1 /2'
SQUARE
20603200001
20
HOLES
Q
HIT-HY 200 ADHESIVE & (1) 1/2"
4 1/4" HAS ROD & 8"
FOR
73M JAMB/CORNER SOCKET
TALL SOCKET
(12"
DIAMETER x 10" PLATED ANCHOR
10"PLATED
WITH (1)
21/2"SQUARE
20603300001
11
ROD
ANCHOR ROD
HOLE & (1) 5/8" DIAMETER
HOLE)
y -y 39'-9"
_N 04
O
A �
CA
3V-101/2 — — 31'-101/2"
A
O ,p
A
23'-10 1 /2" — — A— 24'-4 1 /7'
o Ili. co
co ao
15-101/2' — A A
— 15'-101/Z'
I!
4 0
00
A .III
7-10 1/7' — — 7-101/2"
A
04
o
N 3/16/20
mum I ME, R
o'-oA L
❑ ❑ /❑ T/%/%
1
SIDEWALL i 1 I I 1'-13/4"
COLUMN I I I I 1 1'-61/4"
LOCATION 7'-41 /Z' 7'-6' 7'-6" 74' 7-6 T-6" T-6- '-8 1 /2
DIMENSIONS
^I �_ 04
N Iq v�
M
v N o LO t 10Lo
N �
ANCHOR SOCKET PLAN
gill
KEV"ISTON
R VIEWED FOR
CO E COMPLIANCE
ST. LUCIE COUNTY
BOCC
E
OFFICE.•
PORT CHARLOTTE, FL
JOB NO.
161-094476
U
C)
Q
CIO
O
J
J Cj
J �
LJJ w
Q.
O
U
Q
LLJ
Z
El
►i
DRAWN BY•
ALS
DATE.'
12/17/2019
CHECKED BY.'
V.D.
DATE.'
1 /8/2020
REVISED DATE.•
3/16/2020
SED DATE.•
4/7/2020
SED DATE.,
L
---
SED DATE.•
IOflAI
S
igitally signed by
raig E Gunderson
W
ate: 2020.04.08
:)7-42-04'OQ:
2' 8'
SCALE.' AS NOTED
SALE: S=OF
1, 4' 16'
AS 1.
�o
F4/7/2020
o
cq 'l
—
(V
N
a
O1SIDEWALL
r>
10'-1"
7-6"
7'-6"
7'-6"
7' 6"
7-6" 7-4 1/Z'
COLUMN
LOCATION
2 10
1 -71 1
DIMENSIONS
�
1—
♦ OHD APPROACH
DESIGN AND EXPLANATORY NOTES
1.) THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING AND ITS
ATTIC AREA BY MEANS OF 1/2" GYPSUM BOARD APPLIED TO THE GARAGE
SIDE. DOORS BETWEEN THE GARAGE AND THE DWELLING SHALL BE EQUIPPEC
WITH EITHER SOLID WOOD NOT LESS THAN 1 3/8" THICK, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK
OR 20 MINUTE FIRE RATED DOORS, AND EQPIPPED WITH SELF -CLOSING AND
SELF -LATCHING DEVICES.
2.) THE PRIVATE GARAGE BENEATH HABITABLE ROOMS SHALL BE SEPARATED
FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE X GYPSUM
BOARD AND 1/2" GYPSUM BOARD APPLIED TO STRUCTURES SUPPORTING THE
SEPARATION FROM HABITABLE ROOM ABOVE THE GARAGE.
3.) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER
VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A
DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY.
41 EACH SLEEPING ROOM SHALL HAVE AN EMERGENCY
OFFICE -
PORT CHARLOTTE, EL
JOB NO.
161-094476
b ESCAPE AND RESCUE
--------------- OPENING. r ,
I 15 11 ' i 11 1 1 1/2" 11 -1 1 1 /2 N 19 1 1 O EXCEEDING A NET CLEAR OPENING OF 5A 'E OPENING MEETING OR VV)
- DENOTES EMERGENCY ESCAPE AND RESCUE
SQUARE FEET WITH A MINIMUM
NET CLEAR WIDTH OF 20" AND A NET CLEAR HEIGHT OF 24" WITH THE SILL
1
NOT MORE THAN 44" ABOVE THE FLOOR.
i I' -a' PORCH i N
OVERHANGS ' — — — — Q
18"M 18"M 18"M _
cq
I I O
I I
co
1—
7 ] N I I � /7 77 LLJ
>
O O
1 I E B ®'
S6 S5 S5
31'-101/7' - —I - 31'-101/7' U
A I COLUMN PLAN LEGENDR I Q Q
❑ - 3-2x6 LAMINATED COLUMN LOCATION L1J
0 - 3-2x8 LAMINATED COLUMN LOCATION
23'-10 1/2' - - 24'-4 1 /2' ® - 3-2x8 STUB COLUMN LOCATION (n
® I 0 - COLUMN ROTATED 90° FROM STANDARD Z
• - HEADERED TRUSS LOCATION
o O - 3 3'-0"x6'-8" WALK DOOR ♦ Q
❑
00 ( � OQ - (4) PELLA 350 SERIES 3648 CASEMENT 25.5X4I7.5 IMPACT RATED WINDOW
A (2) PELLA 350 SERIES 3042 CASEMENT 29.5X41.5 IMPACT RATED WINDOW
15-10 1/2' - - 15'-10 1/2" A - (1) PELLA 350 SERIES 3036 CASEMENT 29.5X35.5 IMPACT RATED WINDOW
(2) PELLA 350 SERIES 3048-2 CASEMENT 60.5X48 IMPACT RATED MULLED WINDOW
® I REVIEWED FOR
4 10'-O'k8'-0"OVERHEAD DOOR
- 30x30 ATTIC ACCESS PANEL (VERIFY LOCATIO OGE COMPLIANCE
D - ALL STEEL FASTENED WITH STAINLESS STEEL SCREST. LUCIE COUNTY
7-10 1/2 S6 - 7'-10 1/2" - PERIMETER SEAL PACKAGE (COMPLETE BUILDING
B
iv I C D, I - 3/ 6 2 - 7/16 OSB AND ROOFING FELT UNDER HI-RIB,STEEL OCC'
S6 S7
FS6 0 18"M - 18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21`'THICK CONCRETE
>-� I � PAD(2500 PSI MINIMUM). 20" BELOW BOTTO OF PRECAST CONCRETE
A
'❑ A ® a - COLUMN AROUND EXPOSED REBAR CAGE ND 3/4"x14" THREADED
r I 0'-0" ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST Nk
iv ♦S IlS I (i CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM
OF LOWER COLUMN IN ONE OPERATION.
-� --
b
1 gM 181M 18 .M 1' 0"SIDE/ T/�L IN
q q ❑ LL
OVERHANGS
l'-0" PORCH 51'" 1 -9-
i
OVERHANGS
PORCH COLUMN
LOCATION 14'-1 1" 1 1'-} 1 i2' 1 l'-1 1 1/2" 20'-1 F, 16-1 1/2"
DIMENSIONS
o =
o '— F
in
ROUGH OPENING SCHEDULE
UNITSYMBOL
FROM LEGEND
WIDTH
HEIGHT
10
VERIFY
VERIFY
02
VERIFY
VERIFY
25 3/4"
47 3/4"
Q2
29 314'
41 31N'
®
29 3/4"
35 3/4"
®
60 3/4"
48 1 /4"
FILE COPY
DRAWN BY.
ALS
DATE.
12/17/2019
CHECKED BY.'
V.D.
DATE.-
1 /8/2020
REVISED DATE:
3/ 16/2020
REVISED DATE.-
4/7/2020
REVISED DATE.
---
EVISEDDATE.-
---
E Digitally
signed by
CV
`�G.1cEN5q gL Craig E
p rt
SIDEWALL
1 I
I
I
1'-1 3/4"
S
Nw 001@
UATEO (df-GUndeft0
�O
COLUMN
I I I ( l'-61 /4"
'
1 �I
F oEOP
ssroxni� Date:
LOCATION 741 /2" 7'-6"
DIMENSIONS
7'-6" 7-6'•
7_6^ 7'_6„
7'_6�� 8 1 /2'
,�..��.�auwy� �,� 2020.0
wN uE.aw .'tHt b e
ad w� �P» .N wW1 N 4b
09:27:5 i
0
0
N 1
W
-04'00'
O
ryl
V
1 I
N
Lo
COLUMN
PLAN
2' 8'
S6ALE: 1
SCALE: AS NOTED
SHEET NO.
1, 4' 7 6,
S1.1OFS8
�l
I
OFFICE:
4'
E
4'WIDE
DESIGN AND EXPLANATORY NOTES
PORT CHARLOTTE, EL
E
(ZONE 2)
(ZONE 2 & 3)
—
JOB NO.
TT
(ZONE 1)
1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE
161-094476
OFNAILERS AND ARE TO THE CENTER OF THE, DOOR AND WINDOW UNITS.
!
(ZONE 3)
.
. ..
. . .'. . . .. .
. .... . ..
ALLDOOR AND WINDOW LOCATIONS W ITH THE OWNER.
(ZONE 2)
5" O.G. GUTTERS
(ZONE 3)
l
.. .- ... :. ..:
....... _
-. _.. .i.....r
4
�. 6
i
3 6E
4E 2
5 1
4/7/20
_
0
,
14'-0"
14'-0" I 6'-6"
12'-6" i 8' 0
E
WFRS
VV))
-
In
R
° °
o
Oi
Referenceo-
Q
ri r
Corner
O
4' WID
(ZONE
5)
52' WIDE (ZONE 4)
4' WIDE (ZONE 5)
EAST ELEVATION
p
---
51
5" O.G. GUTTERS ICI
REVIEWED FOR
DE COMPLIANCE
HI -RIB STEEL SIDING i' - , 1 1:5 3/I6/ZO S LUCIE COUNTY
T#21 CORNER TRIM BOCr
El
DRAWN BY
ALS
DATE'
12/17/2019
CHECKED BY:
V.D.
DATE'
1 /8/2020
REVISED DATE.-
3/16/2020
REVISED DATE:
4/7/2020
REVISED DATE
—
EV/SED DATE.•
---
ADJUST HEIGHT IN FIELD SO
T#167 BASE TRIM W/T#198 PURLINS ARE JUST BELOW
EXISTING OVERHANG FASCIA Digitally
signed by
G\,\CEHy�. V'
���� �' � :Craig
20'-9' I 8' 0" , 6'-0„ , 6'I6" 15-61 4'-0" �A � W. Gund@rso
`sons E" Date:
o0 0 o - m..•�.��
0 0 o p �E° m� -'^ 2020.®4.0$
.�m�.�R
��.��
N � �� .� ,� , �,���.�,�.�� 09:28i14
1.0 -04'01
4' WIDE (ZONE 5) 52' WIDE (ZONE 4) 4' WIDE (ZONE 5) SCALE 2 8'
WEST ELEVATION 1' 4, 16 SCALE. AS NOTED
i SHEET NO.
S4.2 of S8
12
4L,�
3-2x8 LAMINATED COLUMN
40' CUSTOM �� 3-2x8 STUB COLUMN
S.C. TRUSS
(ABOVE) CONCRETE STEP
CUSTOM 6' S C
1 — — Y TRUSS (ABOVE)
2X6 NAILERS
FF 1000 1 /T GYPSUM B RD
HI -RIB STEEL
2X6 TREATED BLOCK
40' CUSTOM S.C. TRUSS
T#48
2X6 NAILERS
4'-4 1/2" FF1000 HI -RIB STEEL
5'-1 1 /2'
1/2
GYPSUM
BRD 4/7/20
2X4 STRIPPING @ 16' O.C.
V-0" 3-2X6 LAMINATED COLUMN
CUSTOM 6' S.C. TRUSS (ABOVE)
2x8 ST B COLUMN 2X8 BLOCK 9" T#155
HEADER NAILING SCHEDULE
HEADER
STUB
JAMB
MEMBER
COLUMN
COLUMN
EA.2X12
11
8
(
3) U 2-11 NOTES:
1 NUMBERS ABOVE ARE 20d R.S. NAILS,
REQUIRED PER. CONNECTION.. - EXISTING BLDG
2. PRE -DRILL HEADERS AS REQUIRED
2x8 BLOCK 2-2xl2 HEADS $ TO PREVENT SPLITTING.
T# 124 (2250 MSR SY ) - 3. IF NUMBER OF NAILS REQUIRED FOR - DETAIL # 1.
T#129 HEADER TO JAMB COLUMN CONNECTION 3/16/20
IS EXCESSIVE TO CAUSE SPLITTING, SCALE: 1 /2" = V-a'
2x2 BLOCK THE EXCESS NAILS MAY BE. INSTALLED
T#151 O.H.D. IN HEADER SUPPORT BLOCKING.
T# 154 ALUMASEAL
2x3 JAMB (BEYOND; I T#153 T#16 GABLE TRIM
4/7/20 BOTTOM 2' TREATED) T-11" 2x6 FASCIA
OTTOM
3 2x8 JAMB COLUMN W/OF 2x8 BLOCK
(BEYOND)
T ITOP OF T#194 TRIM
LAMINATE (BEYOND) NCRETE SOFFIT
2x6 TRACK BLOCK (BEYOND; IN OPENING
BOTTOM 2' TREATED) HI-RIB/SOFFIT CAP TRIM
2x4 BEV. PURLIN
FILLER PLUGS
OHD HEADER SECTION E 2X4 NAILER
FRAMING CLIP
SCALE: 1" = 1 `-0" 72 40' CUSTOM S.C. TRUSS
SIMPSON A3
2x4 UPRIGHT EACH IDS OF RAFTER
21
BEV. PURLIN 4�
T#1;7 W/INSIDE & OUTSIDE f ILLER STRIPS 2-2x6 E.C.E.
2x4 BE ."PURLIN
FLUOROFLEXT"" 1'000 HI -RIB STEEL 40' CUSTOM S.C. TRUSS FLUOROFLEXTM 1000
7/16" OSB SHEATHING & 15# ROOFING FELT / / HI -RIB STEEL
10' PORCH FRAME
2x8 PURLINS W/PF HANGERS @ 19.2" O.C. (2400 MSR SPF)
(2) 1 /2"x5 1 /2" M. BOLT &
(8) 20d R.S. NAILS
12
T#527
4 (�
2x6 BEV, FASCIA
BLDG W RAP
2x6 BLOCK
T#144/146 TRIMS
5" O.G. GUTTER
SOFFIT
6" (R-19) BLANKET
SOFFIT2x4
SUPPORTS
US
JH2O JOIST HANGER
INSULATION W/ 4 MIL
2x6
2xl2 HE
NDER (2250 MSR SYP)
VAPOR RETARDER
BEARING
FAST
NED W/(10) 20d R.S.
BLOCK
NAILS
T-35/16"
7-0 5/16"
TOP OF
TOP OF
WALL
TO BOTTOM
T#39 COLUMN
WALL
J—
COVER
( 2)
LOWS 2x6 NAILERS
TO BOTTOM
OF PORCH
8'-9 5/16' FRAME
(2100 MSR'SPF)
OF PORCH
HFADFR
1'-6.
■Y�
4' 0"
3-2x6 LAMINATED COLUMN
(20) 1/4"x2 /2" POWER LAG
WASHER HE DYELLOW ZINC
SCREWS
P
10'-1 1 /2,
i GRADE
MFS PRE -CAST CONCRETE
COLUMN r
L
10'IPORCH SE IION C
a" •d SCALE: 1 2"=1'-0"
1910
FLUOROFLEXTm 1000 HI -RIB STEEL
2x4 PURLINS @ 24" O:C.
/— 7/16" OSB & 15" FELT�—
2x4 TRUSS TIE
3-2x6
LAMINATED
COLUMN
ENDWALL SECTION D
SCALE: 1 /2" = 1'-0"
52Q
CEILING
BRACKET
(4) 0.135" x 2 1 /4'
R.W. NAILS OR 16d
R.S. NAILS
(1) 20d R.S. NAIL
THROUGH STRAP
& INTO BRACE
2' END BRACE STRAP
W/ PRE -PUNCHED
HOLES (BEND TO FIT)
FASTENED W/
(3) 0.140 x 1 1 /2" R.S.
NAILS
2x6 DIAGONAL
BRACING FASTENED
TO COLUMN W/(4)
16d R.S. NAILS
40' CUSTOM S.C. TRUSS
OFFICE:
PORT CHARLOTTE, FL
JOB NO.
161-094476
I&A
�j
DRAWNBY.'
AIS
DATE:
12/17/2019
CHECKED BY:
V.D.
DATE.-
1 /8/2020
REVISED DATE.'
3/16/2020
REVISED DATE.'
4/7/2020
REVISED DATE.-
--
EVISED DATE.
--
Digitally
,E",,,
signed by
�Ga:.'`,`GEN3F ;
I_
Craig
-
n.. Na.80102"?
MMOF
P�FE..
Gunders� lYl
<ORIOP ��y
sSONp
Date:
E?,.r
2020.04.118
cio-mi wr mr. aa�i�i se
09:28:49
-04'00'
SCALE: AS NOTED
SHEET NO.
6
FIP
1.59'S
LEGAL DESCRPTION
FIR
1 i I E 9 1r I I_ — 11. n YA'A, 1 Flo Y
The North 67.42 feet of the South 622.42 feet of the East 210 feet of the West 1/2 of the
Southeast 1/4 of the NW 1/4 of Section 21, Township 35 South, Range 40 East of the Public
Records of St. Lucie County, Florida
and
The North 70 feet of the South 140 feet of the North 622.5 feet of the South 1037.5 feet of
the East 210 feet of the West 1/2 of the Southeast 1/4 of the Northwest 1/4 of Section 21,
Township 35 South, Range 40 eastofthe Public Records of St. Lucie County, ''Florida.
and
FromtheSouthwest corner of the North Half of the Southeast Quarter of the Southeast Quarter
of the Northwest Quarter of Section 21, Township 35 South, Range 40 East, St. Lucie County,
Florida run North 190 feet to the Point of Beginning; thence run East 344 feet; thence run North
132.97 feet; thence run West 352.39 feet more or less to the Northwest corner of the North Half
of the Southeast Quarter of the Southeast Quarter of the Northwest Quarter; thence run South
133.58 feet more or less to the Point of Beginning.
munuycrtrcm nyerrcy Lrcmn/ unu w rannw w urc uwur vuy ua auun n+vYo. I Z +, :,' �y� O rUf(;UVLUL 1111e tUGUL1Un5 L1UVe Uee/t DUJeU Un tUunU SurVU GUTILTUI atong me center unu or ngnL
Flood Zone: X Community : 120285 Panel #: 0186J and 187Ic Dote: 2.19.2020 n M of way line of adjacent right of ways and found control along adjacent parcel limits. A portion of
N N the Northerly limits also reflects an occupied line. This line appears to have been established by
!F
holding to the width as identified by that deed and based on existing survey control along its North
IN
•r"-', ,,,, Z z line. This line appears to be in. conflictwiththe width identified in. the Legal description for the
= ' subject properties of Parcel 2.
9 LEFT BLANK.
ti 10 The Legal Description shown hereon was provided by the client and/or his/her representatives.
LEGEND LEGEND 11 No ownership of fence lines has been determined as part of this Survey.'
c _ concrete FN - Found 4'Wconn ate Monument 12 Off set calls to found survey control are relative to the nearest property corner, intersection of
CA
- Covered Entry RP - Found I' ban Pipe -. PP
cac - concrete Pod with Air conditioning F+Pc - Found ' Men Pps with co® R " v lines, point of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point.
CB -catch Basin - FIR -Found d5 kan Rod 2. DE o FIR 13 Compliance with local zoning requirements and or with requirements set forth b .other State,
ces - concrete stmomre RRc - Found .5 two Rod with PREPARED FOR: P 9 4 4 Y
CW - Concrete Corrugated with Poe Equipment SWC - Sot 15 kon Red with Cap =7' -
o v pme t RPC _ Found 1/2' lmn Pipe, with cop For the sole use by Mansueta D. Crowell o Public, and/or Private entities has not been verified as part of this Survey.
cTV - Cable TV Box nu - Found Atop Nair a Coronado Avenue 14 Elevations shown here®Fl .are in accordance to the North American Vertical Datum of 1988
FFE - Finished Fear 0evaHon FMD - Fauml s Nail with Disk
GV - Water Gate Volvo M - Pound Nog Regina C. Kamer, PSM 4363
HM - Fire Hydrant Prepared By: f �9 #
DA - Overhead 4ltirity Lore FNTT FounFound
Na7 with rn, Tab
0 _
PP - Power Pole FRKRW -Found Px Nail Mu Kamer Surveying, Inc. LB17357
FRW - Found PK Hai! with Disk Y 9^ 2
TCB - Telephono Communications Box ERRS -Found Bait Road Sprkw - SW Comer of the
uhT,Ty Bax serve kannae /00 - in Pavement cat Oat Mt bf the Prepared For: KARNER SURVEYING, INC. 4 J
WN I SE } of the SE } of the NW Residential & Commercial Land Surveying cervices '
- Nate Metes Point of i Section 21, Township 35 <. jl D. Crowell
Commencem nt South, Range 40 E®st 2740 SAP Martin Downs Blvd.#333, Palm City, #7 3499 -
I,O
\�
J
St. Lucie Count Florid Phone: 772 288 7206 Fax: 772 2 8181
FIP
1.59's LEGAL DESCRPTION
FIR
~ W - - - - ` - -- -" s The North 67.42 feet of the South_622.42 feet of the East 210 feet of the West 1/2 of the
I e FlR 1 ° :I
Parcelf/ 242124200040001 Southeast 1/4 of the NW 1/4 of Section 21, Township 35 South, Range 40 East of the Public
a Records of St. Lucie County, Florida. o
and
j The North 70 feet of the South 140 feet of the North 622.5 feet of the South 1037.5 feet of
the East 210 feet of the West 1/2 of the Southeast 1/4 of the Northwest 1/4 of Section 21,
Township 35 South, Range 40 'east of the Public Records of St. Lucie County, Florida.
and
- - - - ---------- -_-_ From the Southwest
s - comer of the North Half of the Southeast Quarter of the Southeast Quarter
-_---_-__ _ of the Northwest Quarter of Section 21 Township35 South Range 40 East St. Lucie Count
Edge of P ement � Ponce �4 --------�, 9 y,
g e Leon Prado
d o'
Florida
o• FI nda run North 9 h 1 D fe
et et to the Point of Beginning; thence run East 3 a t 44 feet; thence run North
9 9 ,
j b 132.97 feet; thence run West 352.39 feet more or less to the Northwest corner of the North Half
- M of the Southeast Quarter of the Southeast Quarter of the Northwest Quarter, thence run South
L ur I 133.58 feet more or less to the Point of Beginning.
PP PP
I
I II rQa
a,
v FlP
0
0,W
FIP
0 . 45
,
¢ FIPC
0
I
I 0 .34 N I Fi
I � 0.41'W Q33'IPN FJP
_ EtR PP ( C`y I 0.69 W I 1.88'E
I
----- -------
--------- - -- I
c I I
I Parcelif 242124100100003 PI 2421241.00110000 I
I o°O Bench Mark Found Iron _ 71.0'
Rod In Con ( Paroel 242124100 E
� I crate with Top 1 t20007
c FlP El. 5.19
I Parcelf 242124100130004 I Parcel# 24212410014OG
Lo w N77059'00"W 352.39' (M & Deed FIe I I
i 6' Wood Fence
fV c I w I �o I Wood ce
Parcels 242124200040001 I I I 6' Wood FenF
I x 5.02l' Hogwire Fence
2-PP S C As monumented Z fi r-�48
}' SIRC
-----------
-----
S78°29+�6"E 21Q.09 FIR U' o'a-------------------------------
�.- _.... u.....w.. - _ _ _.: _,..
�-14----------- - x 4 88 .2'
........--.....,,._.. _......-. � - ..1_ ,-_ _---___-"1 �;-------------------------------i--------------- --15' Building Setback Line o
os' S78°29'56"E 210.15' os 4' Chain Link Fence g.15 i t I I ----------------------------------
I o N As occupied ,,Ra kosed:\
I
I I
15 Building --- Setback Line' un
M¢ '------------------------- ------------------- N 1 I I I 59.T w
-----------------L I -I -----
AlTJ7QJiPPdh-A?.,42_QL.S41lttL --t--L j- -I' I --- 20.0' -I "'� x 5.05..
A I 622.5' of the. South 1037,5 of -� , I
I the East 210 of the West } of M I I ( \ Proposed Garage at v. 5.5 i O
f the SE ## of t e NW} of Section �^
_ I n 21 T35S R40 , 06
_ ... - i rAvoita td S;eptla ra<a k_ N
%g,1� } 1350 Square Fs t I Drain filrald Trench _ v 5.0' EL5.8 n
0 1 W System
El{ 4.86 Sewer Stu �.j. e wi \ Conc I I rn
I' I p
3 I o f 40, co ' F o I Finished To Grade I a n I I • s, ! k I o
I I I P wr Elevation to a placed o + l x'a.55 u5 w o
i at El.6.8 I -- - I it �' ,'.�.,//+' f aI `
t..V,..�.,. g into sTem Wa with an Roc P r n «,. E1.5:3 Conc
i invert El. of 6.50 I k[ 9. (( 18 i ✓! e I o
i o z 5. 14.0' Ln
I.. % 14.s2' r.a iI M I Conc, >� . =� j_. a o
9
-. _--s
1, t0.o` - _ 10.0 i - �l , m a
CD >:.,la_ N
Cq _:. - _ - I Well to i
c m 4:94 1 x I
_ � � �_ n �' „ >_ �I 't � � I �'.,r E1.5.3, a.,_w,.:, gS r., 1.78
N
r
wa .,... ® I a 145?J
o o Wi-I rn Generator I to
Proposed One a N x 4.72 I a
8.9 Story Addition on
� � f
Stem Wall at
Z Finished Floor j
-
'd I I 37.7' Elevation 7.78
Septic 69.4'_--------ti------- v' I
- ----------- --- x 4.29 % 3.8f, I
Lid w One Story Residence � to W� �------------------------ '
'� cN 271 t S. 19th St. ? 40.0'
M a 4.78 finished Floor El. 7.09 5.0' 1. ^` I I 25' Building Setback Line
--------------------
o --------------------------
__J
I � N 6 cAc i j ! ; I Point of Be innin Parcel 3
2-PP I? i $ ^�. 5. I W , I 1 �'6a, �,. `
_ 40.1'
- - t it - -- 55 J FIR
J I
----- --- I I 0.15'W I m 1.6'
g� d
• -------------- I --- i W x 4.95 25
25' Building Setback Line T' r_
- - _- - I 6' Wood Fence
U -j-_-t "" 210,4 - - __ --- - o". - -- I N d 0p 7qFIg
P 4' Chain Link--__ ----- Fence kwM 1` 11 4' Parcel# 242124100100003 9'S o , n P Fence SIRC
x5.39 S78 0513E 350.79 M° Parcel# 242124100100003 I; 1 0 I I "d N 344' (Deed) Parce/#
U I I
242724400040007
3 6' PVC Fence x 6,� lij 4 I Parcel/ 242124400050
o .' FIR
0.6 I I I 4' Meto1 Fence SIRC t; Gate I - I
J v o i jo
Parcel/ 242124300030007 S78°29'56"E 210.00, - 25.0' -- FIR i
o 031S
.31'W
3.7 r i I
i�ili,SEIt�C gyp,
2.10--�,.m.bt� i I SITE PLAN NOTES`:
1. Existing Elevations shown thusly �. x0.00
FID STT 9 Y
I "atQSS I SURVEYOR'S REPORT I 2, Proposed Elevation' are shown thusly
I' r I 1 This Surveyshall not be valid unless sealed i with an embossed Surveyor's Seal i 3. All slopes from added fill shall not excel slope of 5:1' '
Y
ft1A "a9oE 2 No underground improvements have been located as part of this Survey. j
j 1i w 6 f mCAR El. Denotes Elevation
p ] 3 The last field date of this Survey was: 12.1 19.
I I FFE Denotes Finished Floor Elevation
Laic 1 4 This Survey was prepared using Deed Legal. Description and adjacent plats of record if available. I
No other documents were provided and no sebrch of the public records was performed by this
I TcC 4 office. i I
I 5 This Survey was prepared in accordance with the standards for the practice of Surveying & I
Mapping as defined in 5J-17.050-052FAC.
6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the
FIPC N amount paid for said Survey.
FEMA Flood Zone data shown here on is based on the visual inspection of o I 7 Unless other wise noted all bearing and distances are in accordance with the record plat and have
the digital Flood Hazardous Maps provided by the Federal Emergency been verified by field measurements. See mop for bearing base.
Management Agency (FEMA) and is limited to the accuracy of such maps. M .W I 8 Parcel/Lot line locations have been based on found survey control along the center and or right
Flood Zone: X Community: 120285 Panel 1: 0186J and 187K Date: 2.19.2020 N N I of way line of adjacent right of ways and found control along adjacent parcel limits. A portion of
L the Northerly limits also reflects an occupied line. This line appears to have been established by
Zholding to the width as identified by that deed and based on existing survey control along its North
i line. This line appears to be in conflict with the width identified in the Legal description for the
subject properties of Parcel 2.
i 9 LEFT BLANK.
10 The Legal Description shown hereon was provided by the client and/or his/her representatives.
LEGEND LEGEND C13I 11 No ownership of fence lines has been determined as part of this Survey.
c- Concrete FF `Found "IraCanaateMonument 12 Off set calls to found survey control are relative to the nearest property corner, intersection of
C -Covered Entry FlP -Found �' Iran Pipe -� PP
GC - Concrete Pod with Nr Conditioning FPC.- Found]]* Iron Ppe with Cap v - i lines, point of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point.
CB - Catch Basin FIR - Found f5 Iron Rod 2• m
CBS - Concrete Block Structure FIRL - Found 15 Iron Rod with Capp � PREPARED FOR: 11 0 FIR. 13 Compliance with local zoning requirements and or with requirements set forth by other State,
CUP - Comvgated Metal Ppe SIRC -Set /5 hon Rod with Cap 7B/7357' i
CPE - Concrete Pad with Pool Equipment : nPC. - Found i/2. Ira„ Ppe with Cap For the sole use by Mansueta D. Crowell _ b Public, and/or Private entities has not been verified as part of this Survey.
ctv - Fmak ry Box
FR - Feud Rea Rarl I Coronado Avenue
FEE - Fmiahad Floor Elevation FM " �', 14 Elevations shown hereon are in accordance to the North American Vertical Datum of 1988
GV - Water Gate valve fMD - Found NaA with Disk
HYD - Flre Hydrant FNR -Found Rail with 7-m rat, Prepared By: Regina C. Kanner, PSM#4363 I '_
OIL - overhead U11I Lira
PP _ FTK -Found Px Ran Kanner Surveying, Inc.LB�[7357
SSMH POSanita wer eSawer Manhole FPKD -Found PK Nei! with Disk Y gv 1r
Sanitary ERRS - Found Rail Road Spike i Prepared For: :„m F•+a.w,c r,v;mr . ICB - Telephone Communications Box /CO - In Pavement Cut Out SW Corner Of the l�j q f the p KARNER SURVEYING INC aye rhaundsry Survey Lie - utility Box I SE 4 of the SE i of th@ NW / gg}} Crowell
-v pp pp Residential & Commercial Land Surveying SBiroices
wM -water Meter 35 li �C� d9. l 1 �W�ld
Point of I Section an TownshipMans Mf 1
Commencem South, Range 40 Egst 1
2740 SW Martin .Downs Blvd.�393,'Paim City, F1.34990
St. Lucie County Florid Phone: 772 288 7206 Fax: 772 223 8181 1
I
FIR
- - - - E
• - ,-.. �_.___,.;
--- ,-----------w-_--.-----
> II,
-----I- FIR a Illy
11 I
Parcel# 242124200040001-
9
rI o
rn
�
If M
'
Si fl
a
S 1
Edge of P ement
I
I I
M
q II
CCi
;n 0.
Ponce De Leon Prado
- 75.0' ----------
FIP `(
0.33'N I
0.69'W I
I
E
f
I
7{1
i
o N b Parcel/ 242124100100003 i Parcel/ 242124100110000
I I I
6u FIP c° I
I N77059'00"W 352.39' (M & Deed) FIP
c` i
6' Wood ce
( Parcel# 242124200040001 M
2-PP S C I As monumeMed ^
MS78'29'UT 210.09' FIR - ___________ ____s
oY n . S
S78 2956" Eat116.15 q,
_
- _` -_ --' -`- -•-- --
- - - -
I 46.2---------_--t.
^
0.6'
w
4' Chain Link Fence
5.15
I
I I-
I
m `
15' Building Setback Line
59.7'
_
a-----
___-_____----_--w-�________The
N_ort 6742yof South-__ I
°
I
622.5' of the South 1037.5' of-*���--
'i"-_______!
I
I �
the East 210' of the West of m !
i
1
(
Future Garage work Shop
y
y
�
�.
the SE i of the N of Section
�
...... .- -
o
!
r-- -.
- I
21 T35S R40E .
ti
i
-I i
! 5. a'
F
M
x511
o
i Avillable Septic Area j
40.0 ®""I"dro
3
I
1 1310
Square Feett.
'
y'
PARCEL 2
i
I�
Proposed One S ory +
( h
,.
1
-_ ..._. ..._ ,.)
AdditionRock (: a A
o
..
-
To b
'
`
x
t-
--- 15.0' --•� ,10.0'
..�.- .__ _r. r__.
defermined 10.01 1
PARCEL 3
2
I
% 4.92
94
F
xk'
'�.
m
W
4.
Q
LO
oaLo
c
---.--
_.__---90.4'_----__�_-__-._____
i`y hit
a�i�'X �,.�}%. r� a FQ �
.._. -
_................ v.-..,__.......-
�
o
I
Z
--
14
t
{m
I
37.7'
1
1
-
i
-
Se trc
4i0'
02711t
----------
69.4 1 -"
- _ -_ r
- - _____ e_________
--- I-------------` ---_-_----
I
Lid
ry
o
w.
S. 19th S#Ce
J I
o^ - (R a r oa 4.78
Finished Floor El. Z09
!
( e N o
cac
Cc
I bI,
Point of Be inningParcel
3
2-PP
A
I ° ° PARCEL
,
m F
i
w w x 5.55 1 `! 1 I` FIR
40. 7
x 4.55.�_....___ ° "?..,.a tnt-.---- " i 43 i (..�.Lij 5 W
-_______________.v..___....._.-___----. g__---__-__ 1
0.1
m 'n ' I n s$ N 25' 9uiklin Settiack Line-_----�1--`--____ CV)
L----,•----- I q x 4.95
WM E P`, 6' Wood Fence
- FIP
c ! I m m to
M. m N x 5•39 A v �„ d• ^ I 114' � Parcel# 242124100100003 ml 10.99
I I �sQ3A I .� �N ti
bo
^.e +v 3 6' PVC Fence 0 x 5. 9 1 4' Metal Fence SIRC k1 Cate 6-
FIR I
., _us
o I w n Parcel# 242124300030007 S78029'56"E 210.00' '° its ,g FIRC14 to o
l o faofolh oa f 26 0' - c
g,lf� , x , , 0.42'S
! to w m .- I,II v vvvlly 4vf 4 -
0
3.7' 3 !
zp
to
I w5 °-Z LU
i
Zi
1
99
('
j ' I
FIP P ;
H 00!
FEMA flood Zone data shown here on is based on the
visual inspection of the digital Flood Hazardous Maps. flfl�f,l� 1.
provided by the Federal Emergency Management Agency .M 6W !
(rEMA) and is limited to the accuracy of such maps. N
Flood Zone: X Community #: 120285 Panel #: 0186 3',il j dN N I
Suffix: J Date; 2.16.2012-
II a '!
zf
I
LEGEND LEGEND co I
C -Concrete FM -Found 4'x4'Ccncrete Monument - I
c7E - Covered Entry HP - Fovea I" loon Pipe FIR a PP
GC - Concrete Pod with Air Conditioning Fg'C - Found tt, Aron Pipe with Cap !
cB - catch Basin FlR -Fauna Al kon Rod 2.40E FIR
CBS - concrete Black structure F1RC - Found 15 Iron Rod with C PREPARED FOR: I.
GWP _ Kok*�goe®dPonr �a�f surc - Set #s on Rod with cap ia9>ur For the sole use by Mansueta D. Crowell o
�pf Cable w Box Fit FoundoFound Iran Pipe with Cap 1 Coronado Avenq@
dFE - Finished Floor Ekwtion FMD - Found Mag Nail wdh Clink
a` - Water rate FN - Found Nag Prepared B Regina C. Kamer, PSM 4365 i
Hr0 - Fire hydrent P y 9 # Y
nM - Found Nag with run Tab
OIL_ ' ,u"nty u"° FPx - Foam Pic tag Karner. Surveying, Ina. LB#7357 ! °
Fla - - Pairs P sewer Manhole FPKD - Found Pit Nei! with Disk 2
sanitary FRRs - Found Rag Road Spgke tI SWComerof the NJ of the
PCB - Telephone Commumma0um Box 7C0 - in Pavement Cut Out
CB utd1 SE Of the SE Of the NW
ity Box 4
III �- ware Mater Point of 1 } Section 21, Township 35
Commencement South, Range 40 East
LEGAL DESCRPTION
Parcel 1:
The North 67.42 feet of the South 622.42 feet of the East 210 feet of the West 1/2 of the
Southeast 1/4, of the NW 1/4 of Section 21, Township 35 South, Range 40 East of the Public
Records of St. Lucie County, Florida.
Parcel Identification Number. 2421 243-0001-000/3
and
Parcel 2:
The North 70 feet of the South 140 feet of the North 622.5 feet of the South 1037.5 feet of
the East 210 :feet of the West 1/2 of the Southeast 1/4 of the Northwest 1/4 of Section 21,
Township 35 South, Range 40 east of the Public Records of St. Lucie County, Florida.
Parcel Identification Number: 2421-243-0001-101/6
and
Parcel
3:
FIPC
From the Southwest corner of the North 'Half of the Southeast Quarter of the Southeast Quarter
of the
Northwest
Quarter of Section 21, Township 35 South, Range 40 East, St. Lucie County,
FIP
Florida
run North
190 feet to the Point of Beginning; thence run East 344 feet; thence run North
1.88'E I
132.97
feet; thence run West 352.39 feet more or less to the Northwest corner of the North Half
I
of the
Southeast
Quarter of the Southeast Quarter of the Northwest Quarter, thence) run South
(
133.58
feet more
or less to the Point of Beginning.
I
I
1
f
I
Parcel
Identification Number: 2421-244-0002-000/3
I
I
I
- I
1
Parcel#242124f00120007_
I
I.
Parcel# 242124100130004
I Parcel# 242124100940001
66' Wow 1
6' Wood Fen
x 5.04' 'Hagwire
Fence
SIRC
x 4.86 1.2 =
15' Building Setback Line
io
d
I
Zn
x 5.05
I
F x 4.55
r err
Well
J c, 145,9'
o�
Generator
x 4.72 i
,
1 x 4.29 x 3.81
n
____-___m_,._________________________d_---_-_____---_
1 -----_ - - --
25' Building Setback Line--------------------------
1
m
to
i 1
E
4' Chain
i�
O
ad
r`
rn
M
�
w
p
o
Lo
Lo
N
I
v
N
4.
N
N
m
a°
Parcel# 242124100100003 S78005'13"E 350.79'(M) I
344' (Deed) I Parcel# I
242124400040007 I Parcel# 242124400050004
t I
1 _ 1
I I
I 1
i I I
SURVEYOR'S REPORT I j
1 This Survey shall not be valid unless sealfd with an embossed Surveyor's Seal j
2 No underground improvements have been located as part of this Survey. 1
3 The lost field date of this Survey was: 1 12.19. I
4 This Survey was prepared using Deed Legll Description and adjacent plats of record if avoiladle. 1
No other documents were provided and no 6earch of the public records was performed by this i
office. I I
5 This Survey was prepared in accordance With the standards for the practice of Surveying &
Mapping as defined in 5J-17.050-052FAC.
6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited tG the
amount paid for said Survey.
7 Unless other wise noted all bearing and distances are in accordance with the record plat and have
been verified by field measurements: See map for bearing base.
8 Parcel/Lot line locations have been based on found .survey control along the center and or, right
of way line of adjacent right of ways and found control along adjacent parcel limits. A portion of
the Northerly limits also reflects an occupied line. This line appears to have been established bJ
holding to the width as identified by that deed and based on existing survey control along its North
line. This line appears to be in conflict with the width identified in the Legal description for the FDOH in St. Lucie County
subject properties of Parcel 2.
9 LEFT BLANK. Environmental Health
10 The Legal Description shown hereon was provided by the client and/or his/her representatives. Site Plan Approved for Construction
11 No ownership of fence lines has been determined as part of this Survey. Supersedes All Previous Site Plans for
12 Off set calls to found survey control are relative to the nearest property corner, intersection' of OSTDS # Sf -, V5 f & Well #
lines, point of curvatures (PC)) point of reverse curvatures (PRC) or other identifiable point.
13 Compliance with local zoning requirements and or with requirements set forth by other State, Date:
Public, and/or Private entities Pas not been verified as part of this Survey. Revia er
14 Elevations shown hereon are in accordance to the North American Vertical Datum of 1988
l /
Prepared For: _ KARNER SURVEYING INC. ,Fre. aa��r�
e lloeLfnLia!-y S'x•ve-;r
p,� p� Crowell
Residential & Commercial Land Surveying Servic§W -
lYdC'���j.ie�C�. dl« 1.��()��.'$d
i
2740 SW Martin DownsPalm City, F1.34%0` Bldd.�333, y `✓/ i� ; c
;wu � rrnu
St. Lucie Count Florid Phone: (772) 288 7206 Fag: 772) 223 8181
.u, tww.mw.wraxse.r
4
Z
O
N
_N
jj
>
J
CNI
M
N
N
�
e-sxo-s
I
L
1
8-9X8$
L-
__._
bZxM9£
',..
d3a
In
„n s,u
ji
I.
N.
LIU
N
I
CJ
Z Q'
°w
OU
�
a�
��
xp
w
X
O
w h
s
a
w
a
O
N N
v
I
to
I
N
Z W
❑
Z
o
L)
I
00
—
5
coo I
N
W
^
O
.ol
a
fr
_
a
Y
nl
W
C9
N
p
00
I
F
o
YI
N
I
N
N
O
M
_I
j
•�
! '. xm> , , u. s -'
Z/6
Z-,9
b
.6
a
0
....
_ &
I
7t
x
�
0
N
W
m
W
W
W
c7
2
w
❑
ry
d
F
Oa
0
w
a
w
LU
WALL LEGEND
THICKNESS
ON FLOOR
ID
DESCRIPTION
SPECS
PLAN
PRE-ENGINEERED EXT WALL
SEE FEB. DRAWINGS
9" EW
10.25"SW
NON LOAD BEARING INT WALL
SEE GENERAL SPECIFICATIONS ON A-1
4.5"
PROJECT DESCRIPTION
A 1 STORY ADDITION TO AN EXISTING SF
RESIDENCE. ADDITION CONSISTS OF A
PRE-ENGINEERED WOOD BUILDING.
ZONING INFORMATION:
parcel id: 3421-703-0132-000-4
RS-4
flood zone: X
iey1111I4YCAIZI10MdJ_1%11lo F
gas: n/a
sewage: septic
potable water: well
AREA CALCULATIONS:
conditioned living area
2,088 sf
garage
348 sf
covered rear porch
191 sf
covered fropt porch
239 sf
total building area
2,866 sf
conditioned volume
13,920 cf
O
O
C:
U C
Na
c 0
° 05
0 CD
D = W
OAS
7 .�. O_
J C ° >
}
}
c7� E >> o`
`L
c 0
0 c c °
Qw
U_ n a,
U) 3
"
,
~ w
0 0
>
W
h
E
0
0
E
Q�
OV N
r0C\I
O'�
U)—
� Q
Imo
0.0
c
+�
7+
04
m
O
d cM
0
_(
� 'rn
—
N (A
C
t qN..
`1
V
r
m Li-
U.
U
v
U
Ww
O
a
V
LL
w
O
LL
0
a,
O
0
Z
O
N
H
C
o
0
d
U
Qry)
\'�L
W
Q
L
A\
YJ
W
F—
U
y
Z
L
m
LU
a
Z
M
w
U)
J
LL
0
vJ
m
J_
_'
VJ
CTY)
Q
W
W_
N
_N
LUZ
r
J/n
�
O
o
v
H
Z
N
Z
U)
z
Z
a
z
c�
h
w
p
ui
ug
9
J
J
Q
F_
Z
W
0
U
W
F—
Q
floor plan
1 /16/20
SFIEET
Ift