HomeMy WebLinkAboutBOUNDARY SURVEY & SITE PLAN 7-3-1830' ACCESS EASEMENT
o I p r (O.R. Book 190, Pg. 2262)
(OCCUPIED)
15' DRAINAGE EASEMENT
I Le I <" , r (O.R. Book 190. Pg. 2262)
I I POST
1
SIG I p FIRS8.5 (B ISA BR
S OF INCSj_�'
DIRT DRIVE 048' 1 1 "E 353.53' '
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I it"11 POST i �Rv -
- -�----_.--' FIRC
4i „ * ----- 4-_ L.-;---wi- --DIRT DRIVE
Vlzo
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d I r i 15' DRAINAGE EASEMENT
0 " ; (O.R. Book 190, Pg. 2262)
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a co L _ _ 7.4 §AJC H2o 1 '
(� I _ _ _ WELL x; '- 30' ACCESS EASEMENT .
lhi-'---------_________� 1 232.5 1 (O.R. Book 190, Pg. 2262)
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o ILI ll�o. DRIVEWAY NONE-STORYI. _ 186_6'--- td-
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------------- ----- 42.0 ----- I ----------------
i O 66.0' 16.o' SCREENED i o--------
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BOARD FENCE
-(0.9'S,1.2'E)
13. POST &
BOARD FENCE
(15'S,2.VE)
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St ucie County
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Vicinity Map
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LEGEND
4• CHAIN
LINK FENCE
(1.3'S,42'E)
CJ85c45>t � O„ .
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WIRE FENCE y
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-- (1.7-N
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POST ac
BOARD FENCE
(0.9's,0.3'E)
po =SANITARY CLEANOUT CONC = CONCRETE
CL =CENTERLINE RIGHT OF WAY A/C =AIR CONDITIONER PAD
.
(Measured)
� x�=+
EP = EDGE OF PAVEMENT H2o = WATER TREATMENT PAD
4' CHAIN-
FIRC = FOUND 5/8" IRON ROD ± =PLUS OR MINUS
LINK FENCE
l(0.2'N&W)
& CAP (UNNUMBERED) _0HE- = OVERHEAD UTILITY LINES
(0.2's&w) r
to
---------- 60"-
____ FIR = FOUND 5/8' IRON ROD 0 = WOOD POWER POLE
- (UNNUMBERED) E-- _ POLE ANCHOR
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LEGAL DESCRIPTION:
S
The North 165 feet, Less the East 330 feet, of LOT 9, BLOCK 2, Section '24,
<m
Township 36 South, Range 40 East, PLAT NO. 1 SAINT LUCIE GARDENS,
accordin to the lot thereof as recorded in Plat Book 1, at Page 35, of the Public
SURVEYORS' NOTES: `°ci g p
Records of 5t. Lucie County, Florida. Subject to all pertinent matters of record.
1. Bearings shown hereon are based on the North line of Lot 9 as platted and bears S85'48'11"E.
2. Written dimensions take precedence over scaled dimensions and distances are not to be scaled for construction and/or design purposes.
3. All distances and bearings are as field measured 'and are coincident with "PLAT" and description data unless otherwise noted.
4. This drawing is not valid without the signature and original raised seal of a Florida licensed Surveyor & Mapper.
5. This survey is based upon a description furnished by the client, there has been no search of the public records done by this office.
6. Property lies in Flood Zone "X" as scaled from the National Flood Insurance Program Rate Map, Community Panel Number 12111CO283 J,
with an effective date of February 16, 2012.
7. This survey is not covered by professional liability insurance.
8. City water & sewer are not available in this area.
9. No underground utilities or improvements were located unless otherwise shown.
10. This plan information to be verified by contractor prior to construction.
CERTIFIED TO:
PATRICK J. & THERESA G. HOBAN
JULY 3, 2018
Date of Signature
Revised: Edit proposed pole barn size, WB, 07-03-18.
WILLIAM B. SENNETT
Professional Surveyor & Mapper
Florida Certificate No. 6353
LB No. 7608
LOT AREA: 57.942 Sq. Ft.; 1.33 Acres±
STREET ADDRESS: 7210 Shonas Trail, Port St. Lucie, Florida 34952.
Date of Last field work:01/28/2016
Boundary Survey & Site Plan
.% ennett Prepared on the order of:
v� • Patrick J. Hoban &
Bennett Surveying, Inc. Theresa G. Hoban
107 Augusta Court Field: LM/BB Job No.: 15-1226
Jupiter. Florida 33458 Drown: LM Dafie: 02/11/2016
tel: 772.336.4933
email: bennettsurveying*yahoo.com Scale: 1 "=40' Sheet: 1 of 1
FBC APPROVED PRODUCTS LIST GENERAL:NOTE$:
R
OCCUPANCY. GROUP' U
CONSTRUCTION TYPE: 11.8
:
1, THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL
ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH RISK CATEGORY:' I
APPROVAL FLOOR ELEVATIONS AND SLOPES, OR OTHER LOCAL ZONING REQUIREMENTS ARE:THE RESPONSIBILITY OF OTHERS.
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER BUILDING ENCLOSURE TYPE: . PARTIALLY
N0. & DATE 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF ENCLOSED
THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS: IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS,
OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND:INSTALLED BYCARPORTS : WIND EXPOSURE CATEGORY: C
STRUCTURAL COMPONENTS' ROOF DECK UNION. CORRUGATING COMPANY.: -FL9555.2-R4
26 Gauge MasterRib Panel 12/12/17 I F ADD ULTIMATE ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT. THE OWNER'S RISK BECHTOL ENGINEERING'AND TESTING, '
INC. SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION 0 ADDITIONAL LOADS.
U MATE WIND SPEED (MPH): 150
SHALL SIG
STRUCTURAL COMPONENTS STRUCTURAL WALL UNION CORRUGATING COMPANY .. FL9555.2,R4
, 3 AL L F
L COMPONENTS AND CLADDING HALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 118 .
26 Gauge MasterRlb Panel 12/121.17 = I
4. ALL STEEL TUBINGSHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL
NOMINAL DESIGN WIND SPEED (MPH):
• MEAN ROOF HEIGHT (FEET): 13.58
E O 5 ALL FIELD FRAMING CONNECTIONS SHALL B #12,14x 314'SELF DRILLING WITHOUT CONTROCSEAL WASHER; ALL SH P FRAMING ROOF ANGLE (DEGREES): 0
CONNECTIONS SHALL BE WELDED.
6. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHINOF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGSWHERE BASE RAIL IS DESIGN PRESSURES (PSF):
ABSENT.- .
+22:505:7-
, .
_ +22.5 /-46.3
7. POSTIRAFTER BRACING:"BRACE ON EVERY POSTIrtAFTER CONNECTION EXCEPT FOR END WALLS AND GABLE ENDS
ONE 3 +22: -67.4 .
ZONE
B. 14 /a Ts ST LUCIE COUNTY. P s +22.5►,-43A
12
GA FRAMING: 2.112' x 2-112' TUBE STEEL (TO) WITH 2114' x 21 NIPPLES.
1 - /4 T ... - ..
GA FRAMING' 2- l4' x 21 ' TS WITH Y x Y S NIPPLES '
•
^I�-�/• DESIGN ROOF RESSURE : .
+36.51-38.9 .
BUILDING DIVISION ".
WALLS:
REVIEWED' ZONE 4: - +36.51 423...
.. :.. OR C F OMPCIAN
RECEI
REVIEW BY.. - •
EDT
- P ' N AND PERMIT •
MUST BE K15PT-job OR
201� MADE
AUG � � NO INSPECTION WILL BE.
..
IREFABRIcATED BY
Permitting Dp '-CARPORTS ANYWHERE
pa�-tment
ucie. C0
unt
.. Ye FL
P O. BOX Z76
• .. KE FL.3209'1 ,
THESE ENGINEERING DRAWINGS ARE THE PROPERTY
OF BECHTOL ENGINEERING &TESTING; INC AND
ERE;. INC.:THESE DRAINING MAY
NOT BE REPRODUCED WITHOUT THE WRITTEN.
TESTING . ." .. INC.,
CONSENT' OF BECHTOL ENGINEERING&,
-AND CARPORTS ANYWHE
RE,
THIS IS TO:CERTIFY THAT THE CALCULATIONS AND
SPECIFICATIONSHEREIN HAVE BEEN PREPARED BYTHE .
UNDERSIGNED PROFESSIONAL ENGINEER; AND ARE IN
FRONT ELEVATION': .
SIDE ELEVATION ..
B "
CALE: 't/B' 1' '
SCALE: 118• =1, : .. :
OF THE FLORIDA BUILDING CODE; SIXTH EDITION (2017) THE
PLANS ARE.VACID UNTIL NEXT. REVISION OF THE-
FLORIDA
THESE PLANS PRO RK
P AND ALL PROPOSEDWORK
`�� �P'•. GEN
ti,ir ��J �r�T TO AiVYY CO RECT10�iS
�i� `� NGBINC �. .
���� IL g��e7 SAT. a' BECHTOL ENGINEER�I TESTI
REQUIRE Y I%SPEC 1 ORS THA . . . � . - � :605 WEST ' . NO: 3 536.•'
�u DELAND; FLORIDA 32720 =
'JW'�Y• t _ I 9 Certificate of lion
c �t�CfS�PoHY IN ORDER•TO , . _ * .
Cu;, PPI `ll� TH ALL A,PPLIC CODES.. `jxZ
CON FASTENERSORATTACHM •• Fco GNP*
C Thomas Bech P.E.
EM. Florida License F21D?.
'!// 0NALL \\\
ARE THE RESPONSIBILITY OF THE I I'1
CONTRACTOR OF RECORD
PROPOSED UTILITY STRUCTURE .
REAR ELEVATION. 7210 SHANAS TRAIL
SCALE: 118'=r LCIE, FLORIDA
41121
. PORT SAINT LU
•
E
- -/ ocuK N
' 18
BECHTOL ENG/NEER/NG M NOTED
AND TEMNO,, hm
NIKIi ' "�"M6t .G1$002
eolyrtiel0 cim¢�eprat. [NvuioNlfEgar. AM 4im44s hsnpoolmEM
e:�,rd!iud�xomoe�a .. ET 1 OF 3 '
DRILL 5/8' HOLE THROUGH THE 2' WASHERS
TS BOX EAVE RAFTER
MINIMUM 6' LONG TS NIPPLE
BASE RAIL AND SECURE TO
NIPPLETO 3116
SECURE WITH (4) x
ANCHOR EYE WITH 1/Y DIAMETER TS CONTINUOUS
RAFTER =
SELF -DRILLING FASTENERS
THROUGH-BOLT BASE RAIL
MINIMUM 6' LONG TS NIPPLE
48' 16 GA U-CHANNEL BRACE
SECURE
TS RAFTER POST (CORNER)
TOP OF ASPHALT PAVEMENT
BRACE ANGLE SHALL BE MIN.45°
SELF -DRILL NG FASTENERS
NIPPLETO ins
OR STABLE GROUND SURFACE
TO MAX. 60° FROM HORIZONTAL
BASE RAIL
1-112' x 1-112' x 2' 16 GA CLIP
o
ANGLE, SECURE TO RAFTER
POST AND BASE RAIL
6'
i WITH (4) #12-14 x 3/4' SDF's
TS RAFTER POST
o
NIPPLETO 3116'
EYE ANCHOR
BASE RAIL TS CONTINUOUS BASE RAIL
5/8' ROD 48' LONG
MINIMUM V LONG TS NIPPLE
j
WITH 6' HELIX
SECURE RAFTER AND POST
TO NIPPLE WITH (4) #12-14x 314'
'
e
SELF -DRILLING FASTENERS
of
TS CONTINUOUS BASE RAIL
TS RAFTER POST
BOX EAVE RAFTER/CORNER POST
RAFTER POST/
GROUND BASE RAIL ANCHORAGE
CONNECTION DETAIL
BASE RAIL CONNECTION DETAIL
END POST/BASE RAIL CONNECTION DETAIL
1
Not To Scale
Not To Scale
Not ToScae
Not TO Scale
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
TS POST
TS BOX EAVE RAFTER
(12 GA FOR ROLL -UP DOOR FRAME)
_
TS RAFTER
NIPPLE TO 3/16'
2' x 2' x 2' 16 GA ANGLE CLIP
w+�R
_
1-1/2' 1-112' 2' 16 GA ANGLE CLIP
TS END POST OR DOOR/
HEADER, OR BOTTTOM OF WINDOW
x x
—Tgpos� SECURE TOBOXV# RAFTER AND
WINDOW FRAME POST 2'x2'x2' 16 GA ANGLE CLIP
RAIL/GIRT WITH #12-14x 3/4' SDFs
�®
(4}#t2-14 x 3l4'— —
SECURE TO POST (EACH SIDE) AND
TS NONSTRUCTURAL HEADER
•.
SDF's, (2) ON TOP, (2) ON BOTTOM
WITH (2)ON SIDE
(12 GA FOR ROLL -UP DOOR FRAME), RAFTER) ON BOTTOM
BASE RAIL, OR WINDOW RAIL SDF's, (2) ON BOTTOM AND (2) ON SIDE
2'x2'x2' 16 GA ANGLE CLIP
1-1/2' x 1-1/2' x 2' 16 GA ANGLE CLIP
-U
NOTE: AT ROLL -UP DOOR OPENINGS,
TS NONSTRUCTURAL HEADER
SECURE TO POST AND
SECURE TO RAFTER POST AND GABLE
TS GABLE RAIL
POST SHOULD FLUSH WITH RAIL
(12 GA FOR ROLL -UP DOOR FRAME)
RAFTER 314'
RAIL WITH (4)114'xl' SDFs
END. CLIP POST TO RAIL ONLY ON
ON TOP AND
2 ON TOP, 2 ON SIDE
SIDE OPPOSITE THE OPENING.
(2) ON
OR
TS END POST 2'x4' 16 GA PLATE
SECURE TO EACH SIDE OF
MINIMUM 6' LONG TS NIPPLE
TS WINDOW RAIL (OR GIRT
POST/RAFTER CONNECTION
TS RAFTER POST SECURE POST TO NIPPLE WITH
FOR VERTICAL SIDING OPTION)
WITH (4) #12-14 x 314' SDPs,
(4) #12-14 x 314' SDFs
(2) ON POST, (2) ON RAFTER
POST TO NON-STRUCTURAL HEADER, BASE
NON-STRUCTURAL HEADER OR WINDOW
BOX EAVE RAFTER GABLE RAIL TO
- ���RAIL, OR WINDOW RAIL CONNECTION DETAIL
-RAIL TO POST CONNECTION DETAIL
END POST/RAFTER CONNECTION DETAIL
RAFTER POST CONNECTION DETAIL
ul
V
Not To Scale
Not To Scale
Not To Scale
Not To scale
pMAS
•
BECHTOL ENGINEERING AIN TESSTING, INS % <9 i
V 16 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH (2) #12-14 x 3/4'SELF-DRILLING FASTENER SPACED
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720 • , ��
V�
NOT MORE THAN 48' O.C.
Certificate of Aut n No. 549 �� ; 38 �►
O -
26GA,METAL ROOF PANEL
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r�op
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Florida License No. i (r•• :0
• • A • • •
• • . • • • • ��\`
�
2-1/4' FOR 16 GAUGE U-CHANNEL BRACE
1/4
////
4
12GFRAMING FASTENED TO THE POST AND
IENG
2-1/2' FOR RAFTER, WITH (2) #12-14x 3/4'
TS RAFTER
14 GA FRAMING SELF -DRILLING SCREWS AT
ROOF PANEL ATTACHMENT
EACH END (4 PER BRACE)
PROPOSED UTILITY STRUCTURE
Not To Scale
BRACE SECTION
7210 SHANAS TRAIL
Not To Scale
PORT SAINT LUCIE, FLORIDA
6eM 4/12/18
MirBECHTOL ENGINEERING 'R'� NM WAM NTS
AND 7ES77NG, Gw-
"'� MKB "m1M° G18002
CWWLTN MOTM*rAL AMVEau."WTMALS TWNo FNAMS
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