HomeMy WebLinkAboutAERIAL LOCATION MAP OF PROPOSED BOATLIFT - DOCKN
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AERIAL -LOCATION MAP PROPOE ED NEW
I" = 100 PT BOATUFTAN
ADDITION
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LAT 27' 18' 3G.5" N ,
LON 500 19' 30.G" W
757 5E HIDDEN RIVERI
PORT 5T LUCIE
SHEET OF
AERIAL -INDEX
V)
OWNER
Deborah Lochmandy
DRAWING INDEX
DESIGN BA515
757 SE Hidden River Dr
Port St Lucie, FL
34983
5HEET I OF 4
LOCATION AND INDEX
I. CODE: 2017 FLORIDA BUILDING CODE,
A5CE 7-10
5HEET 2 OF 4
PLAN
2. EXP05URE D, R15K CATEGORY 1
3. V (ALT) DE51GN WIND SPEED I GO MPH
CONTRACTOR
5HEET 3 OF 4
5ECTION -PROFILE
J & B BOATLIFTS
(ORIGINAL EQUIPMENT MANUFACTURER
2199SECOVE RD
5HEET 4 Of 4
SPECIFICATIONS
DE51GN AND CERTIFICATION ATTACHED
-STUART, FL
34957
DE51GNED PER 50UTH FLORIDA
WIND LOAD CRITERIA) S
ANNED
CONCEALED FASTENERS OR ATTACHMENTS'
PROJECT NAME ARE THE RESPONSIBILITY OF THE THESE DRAW NG5 DEPICT
LOCHMANDY CONTRACT RR OF RECORD, DESIGNS INTENDED TO CONVEY
�_ BUILDING CODE COMPLIANT
6K CAPACITY CONSTRUCTION AND ARE NOT
CAT 5 HURRICANE BOATLIFT WARRANTY
MEANT TO BE ANY rJND OF, TO
WARRANTI' OP ANY YJND OR TO
OR
ANY ENTITY
PROPERTY DESCRIPTION
PARCEL ID 3427-701-0020-000-8
LEGAL HIDDEN RIVER E5TATE5 CO
BLK I LOT 19 (OR 2497-1 13 I
DRAWING5 NOT VAUD
THESE PLANS AND ALL PROPOSED WORK WITHOUT ELECTRONIC 51GNArURE.
ARE SUBJECT TO ANY CORRECTIONS OR ORIGINAL SIGATURE, OR
SIGN +RAISED SEAL
REQUIRED BY FIELD INSPECTORS THAT
1 I 2 MA>( BE NECESSARY IN ORDER] O 5 6 7 B
DI WADI IT nnnrn
BY
,10 County
ENGINEER
MCR Engineering Inc.
Marine -Civil -Restoration
Stuart, FL 34994
1-772214-4800
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PLAN
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EXISTING BOATLIFf
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ADD 5' WIDE X
10' LONG
ADDITIONAL
H DOCK
24" LOWER
IEel
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2V
INSTALL NEW BOATUf:T
I GK CAPACITY
HURRICANE
CAT 5
O
x
STAIRS 7-1/2" P15E
II" RUN i 1.
25'_ 10'
EXISTING DOCK 255 5Q-FT
ADDITION 100 5Q-FT
TOTAL 355 5Q-FT
• - 5' -- WOOD BULKHEAD
B
SITE PLAN NOTES
I . DIMENSION SHOWN ARE APPROXIMATE, FROM SCALED AERIAL,
A NOT BY SURVEY.
2. MINIMUM 25 FOOT SETBACK ANY STRUCTURE ADJACENT PROPERTY
LINE EXTEN51ON OP RIPARIAN LINE.
1 1 2 1 3 1 4 5 6 7
5'
ADD 5' WIDE X
10' LONG
ADDITIONAL
DOCK
SHEET OF
SITEPLAN
OWNER
Deborah Lochmandy
757 SE Hidden River Dr
Port St Lucie, FL
34983
CONTRACTOR
J & B BOATLIFTS
2199 SE COVE RD
STUART, FL
34957
ENGINEER
MCR Engineering Inc.
Marine -Civil -Restoration
l3badMatiblo 34957
SM-91,219648094
1-772-214A800
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DECKING FASTENED TO STRINGERS
AS SPECIFIED, MODIFICATION
TO COMPOSITE DECKING ALLOWED
ATTACH PER MANUFACTURER
J SPECIFICATIONS
STRINGERS @ I G" OC FOR COMPOSITE DECKING
I — — —
TYPICAL SECTION
G
F EXTEND
BUCK
UNDER
— 5TPJ NGER
WHERE
E STRINGER
EXTERIOR
TO PILE
D
C
B
AI
TYPICAL PLAN
TOE NAIL INTERMEDIATE
STRINGER TO BUCK
i
BENT OR
CROSS BUCK
ENTERIOR STRINGERS
DOUBLED, BOLTED TO PILING
SEE SITE PLAN FOR
LENGTH AND
LOCATION
TYPICAL PROFILE
J"
a
101
TYPICAL
1 1 2- 1— 3 1 4_] 5 1 6 1 7 1 8
SHEET OF
SECTION AND PROFILE
OWNER
Deborah Lochmandy
757 SE Hidden River Dr
Port St Lucie, FL
34983
CONTRACTOR
J & B BOATLIFTS
2199 SE COVE RD
STUART, FL
34957
ENGINEER
MCR Engineering Inc.
Madn e-Civil-Restoradon
RbAakatft M57
8@M,21RL4W994
1-772-214-4800
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FF
''33�ON AL
Design Criteria - DEscRPTION REV DATE
INONSRE INsrcG, I 2a Nov 2012
SAJNT LUCIE COUNTY5 WIUA 2 3 DEC
3
I ) 201 7 Florida Budding Code
s
a) Wind Load Basis -A5CE 7, 2010 Edition
M i) Basic Wind Speed - I GO MPH
n) Budding Classification - 2
— III) Exposure Classification - D
L iv) Open Structure
v) Mean Height - 5'
Material Specifications
2) The following are minimum specifications, increased pile size, etc., is
K approved.
3) Substructure
— a) Pilings -9" , Marine, 2.5 CCA (See plan view)
,1 b) Cross Ties - 2" x 8", # I Grade, O.G CCA
c) Strmgers - 2" x 8", # I Grade, O.G CCA
2) Decking
a) 2" x G" # I Elf , 0.40 CCA, if modified to composite, stringer spacing
reduced to I G" or as specified by deck decking manufacturer.
3)Fa5tener5
a) Thru Bolts, All thread - 6304 Stainless with stainless lock washers and
H nuts
b) Interior stringers toe nailed to bents
c) Deck Fasteners - 3" # 10 Stainless, Self Drilling, 2 per deck
board / strin er SPEET4OF4
g SPECIFICATIONS
G Installation Specifications OWNER
The of theses specifications is to define uniform construction Deborah Lachmandy
purpose p 757 SE Hidden River Or
standards in terms of both geometry (length, width, and height) and Port St Lucie, FL
F construction practice (materials used and how they are installed). 349e3
1) Substructure -
a) Pilings - Minimum 8' into firm material, does not include silt of muck.
CONTRACTOR
b) Cross Ties - Extended 3" beyond pile centerline, not to project J & B BOATLIFTS
E beyond exposed edge of pile. 2199SECOVE RD
STUART, FL
_ c) Stringers - 24" max cl to cl if 2xG, I G" cl to cl if 34957
composite. Overlapped as needed to ensure end of stringer projects
p past underlying cross tie minimum 2", not to extend to the extent that
stringers or deck boards can impede boats. Exterior edge of piling shall
be a minimum of 2 " outside of any cross be, stringer, or deck board.
Exterior stringer to be doubled with flitched joint between pilings and ENGINEER
MCR Engineering Inc.0 bolted to iling for flush appearance. Marne-Civil
-Restoration
2) Attachment to adjacent seawall - Dock structures are to not to be B9stdtatroh 34957
attached to adjacent seawall. SMM219WW094
J 1-772-21g-4800
Limit of Liability - a,_a _e"•.,
B S•`O ice, GENy \•'•;
The dock designs shown exceed current industry standards for the ,' �I/ V o.
construction of residential docks. Use of these drawings and designs is at r
A the owner's risk. Every effort has been made to design a structure that
complies with the design criteria. The design criteria is not construed to be ,o
o2r guarTnte3e of alny kind or o 5ny on itys 7 8 ;FS\�;ORI gj�a
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