HomeMy WebLinkAboutPROJECT INFORMATION7 7,
LEGAL DESCRIPTION
LOT 10, LUKE'S LOTS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 41,-
PAGE 4, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ABBREVIATIONS
(C) CALCULATED
(M) MEASURED
(P)
PLAT DATA,
CONC.
CONCRETE
o
DELTA ANGLE
FFE
FINISHED FLOOR ELEVATION
IRC
IRON ROD & CAP
L
ARC LENGTH
LB
LICENSED BUSINESS
N/D
NAM AND DISK
W0tI-re) cowo
g,
CENTERLINE
®
TELEPHONE UTILITY
p
ELECTRIC Box.
D4
VALVE
®
HATER METER
Eg
CONCRETE
C�a3
WOOD POWER POLE
®
DIRT/GRAVEL ROAD
--o--
BARBED WIRE FENCE
(I--]
MAILBOX
BENCHMARK
O
PROPOSED ELEVATION
+� 1•
EXISTING ELEVATION
N CARLTON_
ADAMS
_
_ROAD
¢` y
(65' RIGHT
-OF -SPAY)
NAVD
NR
NORTH AMERICAN VERTICAL DATUM
NON RADIAL
S89'41'49"E 2338.07'
ORB
OFFICIAL RECORDS BOOK
269.7B' (P)
PH
PLAT HOOK
P.O.H.
POINT OF BEGINNING
P.O.C.
PG
POINT OF COMMENCEMENT
PAGE
FOUND 4„ z4„
/
PI
w
POINT OF INTERSECTION
E
CONCRETE
"
FOUND MC
RU&D
RADIUS UTILITY & DRAINAGE
MONUMENT
RLS 2391
R/W►
RIGHT OF WAY
�g f
MAI1 ��ppNEL '
BY
S
VICINITY MAP
St. Lude c'ount� ,
PROJ�E;CT +
AtEA F�
{{ of
Y � % A,
lk
NOTES
NOTES
1. THIS DOCUMENT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
2. ANY REVISIONS MADE TO THIS DOCUMENT OR ASSOCIATED REPORTS WITHOUT THE WRITTEN
CONSENT OF THE UNDERSIGNED WILL VOID THE SEAL WHICH HAS BEEN PLACID ON.
3. NO ABSTRACT WAS MADE BY THE SURVEYOR TO VERIFY ACTUAL LEGAL OWNERSHIP,
RIGHTS -OF -WAY, EASEMENTS OR OTHER BURDENS ON THE SUBJECT PROPERTY OTHER THAN
THOSE FURNISHED BY CLIENT OR THEIR REPRESENTATIVE. DESCRIPTION SHOWN HEREON IS BASED
ON INFORMATION RECORDED IN OFFICIAL RECORDS BOOK 3599. PAGE 254, ST. LUCIE COUNTY,
FLORIDA.
4. SUBJECT PROPERTY CONTAINS 7.6 ACRES, MORE OR LESS (329.157.83 SQUARE FEET).
5. THE LAST DATE OF FIELD WORK WAS MAY 31, 2018.
6. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE
NOTED.
7. THE NORTH LINE OF THE SUBJECT PARCEL IS ASSUMED TO HEAR N89.41'49" -. ALL OTHER
BEARINGS SHOWN ARE RELATIVE THERETO.
8. IMPROVEMENTS OTHER THAN THOSE SHOWN HEREON HERE NOT LOCATED AS PART OF THIS
SURVEY.
9. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS & IMPROVEMENTS WERE NOT LOCATED
AS PART OF THIS SURVEY.
10. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED
TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR
LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER
THE SCALED POSITIONS.
11. SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION "X",
BASED ON FLOOD INSURANCE RATE MAP No. 12111CO165 J. DATED FEBRUARY 16. 2012.
12. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD88) AND ARE BASED ON BENCHMARK.
THIS BOUNDARY SURVEY. AND MAP REPRESENTS AN ACTUAL ON THE GROUND SURVEY PERFORMED BY
ME OR UNDER MY DIRECT SUPERVISION. THIS MAP AND SURVEY_ IS-ACCURATE-TO_THE_-BEST=01=M3E
iBWLEDGE=AND=BELIEF -MS=MAP-=AND=SURVEY-COMP UkE-, IT1�1`I STANDARDS OF PRACTICE AS
CODIFIED IN CHAPTER ; 472,' `F-101WA STATUTES, AND IN CHAPTER 5J-17 OF THE FLORIDA
ADMINISTRATIVE CODE.'
ti' CERTIFIED T0:
JEFF & LINDA KEEGAN
1^` 16101 CARLTON ADAMS ROAD
c_. '
iJ FORT PIERCE, FL 34945
P. CSAD"-MA7t� mi: • Ep
PROFESSIONAL°:SURVEi
iA: XWS ? TIUN #7070
- .0tg
SI ATURE DATE
a
LOT 10
LUKE'S LOTS
(PH 41, PG. 4)
10
O
m
m
V4
o: W
w �m
m O
o O
6
r O
O
FOUND W
FOUN1 "iv/D
LS 3335
ELEV. = 20.60
41'49"W 259.
*40'
1-STORY
RESIDENCE
ti
m
W
0
2-STORY
CABIN
PROPOSED
24'z55'
BARN
FFE=21.0'
181.0'
35.7'
35.7'
d
PROPOSED
12'z4O'
CARPORT PROPOSED
FFE=21.0' 7'z4O'
T
--= —CONCRETE—
SLAB
C;w
m
IRON ROD T 20' DRAINAGE & UTILITY EASEMEt(P)
20' OFFSET S89039'08"E 259.64'
SB9.39'00"E (P)
FOUND Y2" �d
w
IRON ROD
w
NO ID
O
N00"08'19"1P _
65.00'
a
a
FOUND %"
IRON ROD
A
A
NO ID
U
C7
o
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m
CEiom 30
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A PG. 1743
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-- - oa
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0 100 Y
ID E
Scale in feet °0
1 Inch = 100 Feet 3
E
FOUND"
IRON ROD
20' OFFSET
NORTH E
4 —-
(
FBC APPROVED PRODUCTS_, f
Jt1
1
NOTES:
L, � �'• ail
QCUPANCY GROUP:
`
�iECT T G 't TIO i tl v
CONSTRUCTION TYPE:
1 PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM; .
l
,THESE
COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES; INCLUDING BUT NOT
'
uUIRED 6Y=9 y `� TUT
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
-
LIMITED TO'PLUMBING, ELECTRICAL, INGRESS/EGRESS; PROPERTY SETBACKS, FINISH FLOOR ELEVATIONS
AND SLOPEs,OROTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF.OTHERS.
�r+{1 „' �' T0 ,•.1.
RISK CATEGORY:
No. & DATEBUILDING.
.-
ENCLOSURE TYPE:
2, THESE STRUCTURES ARE DESIGNED AS NON HABITABLE UTILITY/STORAGEBOILDINGS (RISK CATEGORY I)
�
_. DES.
O
-
CAPABLE OF.SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.
WIND EXPOSURE CATEGORY:
STRUCTURAL COMPONENTS
ROOF DECK
UNION CORRUGATING COMPANY
FL9555.2-R4
IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER. -
t
ULTIMATE WIND SPEED (MPH):
26 Gauge M2SlelRlb Panel
9
1ZI1 Z/17
COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND ,
INSTALLED BY CARPORTS ANYWHERE; INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE
NOMINAL DESIGN WIND SPEED (MPH):
AT THE OWNER'S RISK. BECHTOL ENGINEERING'AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR
STRUCTURAL COMPONENTS
STRUCTURAL WALL
UNION CORRUGATING COMPANY
FL9555.2-R4
STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OFADDITIONAL LOADS.
2-1/4' FOR 16 GAUGE.U-CHANNEL BRACE
MEAN ROOF HEIGHT (FEET):
26 Gauge MasterRib Panel
12/121.17
12 �/2' FRAMINGST AND
TO THE 414x
CLADDING SHALL
3. ALL COMPONENTS AND CLADD L BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION
':INST
RAFTER, WITH (2 #1D -314'
ROOF ANGLE (DEGREES):
RUC S
TION .
14 GA'FRAMING SELF DRILLING SCREWS AT .
SHALL E 50 KSI G EC. ALL FASTENERS BE GALVANIZED OR
4. ALL STEEL TUBING B GALVANIZED STEEL.. N SHALL V
EACH END (4 PER BRACE)DESIGN
PRESSURES (PSF )
IN
STAINLESS STEEL. 1.);
BRACES C
SECTION ,v
ROOF:
I'
5.. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 31V SELF DRILLING SCREWS WRHOUT.CONTROL SEAL
Not To Scale
ZONE.1:
ZONE 2:
WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
ZONE 3:
6. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST LOCATION, AND BOTH SIDES
DESIGN ROOF PRESSURES:
OF OPENINGS WHERE BASE RAIL IS ABSENT
FRONT.ELEVATION .
SCALE: 1/8' =1'
LEFT SIDE ELEVATION .. .
SCALE: 1/8' =1'
7. POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND
GABLE ENDS:
8. •14 GA FRAMING: 2-1/2' x 2-1/2' TUBE STEEL (TS) WITH 2-1/4' x 2-114' TS NIPPLES. .
12 GA FRAMING: 2-1/4' x 2-1/4" TS WITH 2' x 2' TS NIPPLES. -
ia I -I=- i /P �ffl
LLude
'3
nty, Permitting
RIGHT SIDE ELEVATION:
SCALE: ' 1/8• =1,
CONCEALEp FAS1'EIVER►S OR ATTACHMM
.
ME THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
REAR ELEVATION
SCALE: 1/8' =1'
METAL FRAMING AND
ST, LUCIE COUNTY
BUILDING DIVISION
REVIEWED .
FOR COMPLI
REVIEWED BY
DATE
PLANS AND PER IT .
MUST BE' KEPT ON J B OR.
NO. INSPECTION WILL BE MADE.
tu by
U
If-B
I
ENCLOSED
C
150
116
10.71 -
14.0
+16.0/-36.0 '
+16.6 / -36.0
+16.0 / -36:0 .
+16.01.36.0
CARPORTS ANYWHERE
P.O. BOX 776
STARKE,.FL 32091
THESE ENGINEERINGDRAWINGS ARE THE PROPERTY OF BECHTOL
ENGINEERING & TESTING, INC. AND.CARPORTS ANYWHERE, INC;
THESE DRAWING MAY NOT BE REPRODUCED WITHOUT THE
WRITTEN CONSENT OF.BECHTOL ENGINEERING:& TESTING, INC.;
AND CARPORTS ANYWHERE, INC.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
HEREIN HAVE BEENPREPARED BY THE UNDERSIGNED
PROFESSIONAL ENGINEER; AND ARE IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION 16..09 OF'THE FLORIDA BUILDING CODE,
SIXTH,EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT,
REVISION OFTHE FLORIDA BUILDING CODE,
\\0 111111/!////i
BECHTOL ENGINEERING AND Tft.INir• '' • �
605WEST NEW .YORKAVENUE ICE/vs••ro i
DELAND, FLORIDA- 32720 F '. y
Ceitificffie of/lutltortreHon No�4 ---= � �Q/Q 38538 —O ,-- — - -
:r
Thomas eechtol . �.. � �
Florida IJcanse.IJo. ST47
PROPOSED UTILITY STR tWff L G. f-
16101 CARLTON ADAMS ROAD
FORT PIERCE, FLORIDA.
` M � . _ we .: 5/7/18 . .
BECHTOL ENGANEER" cn"r 'NM NTS. -
AND TMUN% I—
'� MKI3 "10"a .G18002 -
caannlo omr¢�wca, 4. — iumws Tian DMI' s .
C—u &Aq°.oNoO°°°"'a TB SHEET 1 OF 2 '
C
0
LEFT SIDE RAFTERIPOST FRAMING PLAN
SCALE: 1/8' =1'
2' WASHERS
TOP OF ASPHALT PAVEMENT
OR GROUND SURFACE
EYEANCHOR U
5/8' ROD 30' LONG
WITH DEL 4' HELD(
CONTINUOUS BASE RAIL
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH'1/Y DIAMETER
THROUGH BOLT
GROUND BASE RAIL ANCHORAGE
1 NolTo Stele
TS RAFTER POST
MINIMUM V LONG TS NIPPLE
IA' _ SECURE WITH (4) #12-14 x 3/4'
SELF-DRILLING-EASTFNFRS-
GA DBL TS HEADER
3/16' NIPPLE TO
�\ BASE RAIL
RAFTER POST/DBL HEADER
CONNECTION DETAIL
5 Not To Scale
TS BOX EAVE RAFTER
NIPPLE TO
RAFTER
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH #12-14 x 3/4' SDPs WITH CONTROL
SEAL WASHER @ AVERAGE 6' O.C. SPACING
12 Q�
\Q3 \s/
GROUNDANCHOR
(Typical, See Note 6, Sheet 1 of2)
TYPICAL INTERIOR
POST/RAFTER FRAME SECTION
SCALE: 1/8' =1'
48' 16 GA U-CHANNEL BRACE
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
MINIMUM 6' LONG TS NIPPLE
SECURE RAFTER AND POST
TO NIPPLE WITH (4) #12-14x 3/4'
SELF -DRILLING FASTENERS
RAFTER POST
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
L Not To Scale
MINIMUM 6' LONG TS NIPPLE
SECURE EACH WITH (4) #12-14x 3/4'
SELF -DRILLING FASTENERS
12 GA TS POST
CONTINUOUS BASE RAIL
3/16' NIPPLE TO
BASE RAIL
RAFTER POST/BASE
RAIL CONNECTION DETAIL
V Not To Scale
(FRONT VIEW)
NIPPLETO
BASE RAIL
1' 18 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER
SPACED NOT MORE THAN 48' O.C.
4'
Maximum
RIGHT SIDE RAFTER/POST FRAMING PLAN
SCALE: 1/8' =1'
MINIMUM 6' LONG TS NIPPLE
SECURE WITH (4) #12-14x3/4'
SELF -DRILLING FASTENERS
TS RAFTER POST
,-TS CONTINUOUS BASE RAIL
RAFTER POST/
BASE RAIL CONNECTION DETAIL
`� Not To Scale
V 16 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED
NOT MORE THAN 48' O.C.
26 GA. METAL ROOF PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
Not To Scale
21'
6' LONG TS NIPPLE
ACH WITH (4) #12-14 x 3/4'
LUNG FASTENERS
12 GA TS POST
DDBL HEADER/POST CONNECTION DETAIL
Not To Scale
ICE •• .FC
BECHTOL ENGINEERING ANjf TESTING, INC. •
605 WEST NEW YORKAVEN
DELAND, FLORIDA 32720 * • NO' 38538= _ '' - -- - -
Ce0rat®of Aunhodzation.
OF
Florida License No. / RI DA • . • •
/V N
PROPOSED UTILITY STRUCTURE- BLDG. #2
16101 CARLTON ADAMS ROAD
FORT PIERCE, FLORIDA
5/7/18
BECHTOL ENGINEERING NM WAM NITS
AND TE871NG, Ina
eousuLtao ccorrc�ue�u. orvwowmir� un uxm�ws ranwo n�ararns
MKB fPi°"a G18002
WU && °�KL=061°` "`" ° "a TB SHEET 2 OF 2