HomeMy WebLinkAboutBOAT LIFT - DRAWING - CERT FOR DESIGN LOAD COMPLIANCEto be determined
by licensed surveyor
min.1
by licensed surveyor
Proposed Mooring
0245001b. Boat Lift
(tI-Xi 0'8"=117 sq.ft.)
Proposed Mooring #1
12000 lb. Boat Lift
CONCEALED FASTENERS ORATTACHMENTS
ARE THE RESPONS191UTTY OF THE
CONTRACTOROF,��p�,, ,
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Proposed
Plan View
sir
ST LUCfE COUN 4V
BUILDING DIVIS O 56-340782-003,
REV/EtYE f y 004-EE
FET'IEWEDBY 01 Southeast District
E le I
PIANSA p 'Coke 1d
MUST BE ILEp�PERMIT
NO INSPECTIO ON JOB OR
N WILL BE MADE
Existing Sepe Residence
Seawall 10701 S. Ocean Dr., Lot 881
Jensen Beach, FL 34957
TI IESE i
PL,.JS AND ALL PROPOSE[) jr3 rn
trORl� n
PRE: SUBJECT TO ANY CORRECTIONS n® to
o' to
AcQUIRiED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDEn TO
r
CCffr t e rnr T
IIIIIIIIIIIIIIIIIIIII
0' 10' 20'
_ Scale
Waterbody:
Indian River
width 10000't
Dock are over MHW:
Accessway: 4'x15'=60 scift
Terminal Platform: 10'x16'=160 sq.ft.
Total over MHW: 220 sq.ft.
NOTE: Dockiboatlift(s) to be within
riparian lines.
Seagrass survey: barren 8130118
Residence Proposed wilco Construction, Inc` NaW. ff
& Boat Lift(s) (772)460-6928;FAX(772)460-6929 11/8/18,9/11/18
ENGINEERING REVIEW.'
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 67H EDITION
(2017) FLORIDA BUILDING CODE, PER ASCE
7, AND PER DESIGN LOAD REQUIREMENTS
OF THE 2015 EDITION ALUMIA""'
ASSOCIATIONSS ALUMINUM DESIGN MAN
BEAMS AND MOUNTING BRACKI
INSTALLED PER HI —TIDE INSTRUCTIONS
EXCEED ULTIMATE DESIGN WIND SPEED
180 MPH (EXPOSURE CATEGORY C Of
BOA TS ARE TO BE REMOVED FROM BO
LIFTS PRIOR TO A MAJOR WIND EVEN
PILINGS:
PILING PENETRATION TO BE 10'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA,
SUB —SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
FBC 2017. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
EZECTRICAL R W W.
1/2 HP ELECTRIC MOTOR
8.B AMPS ® 115V EACH
4.4 AMPS ® 230V EACH
OUANTITY.• 2
TOTAL WATTS 2024
X2 FL,
1 HP i
128 A,... ,. _ .._. _.._..
6.4 AMPS ® 230V EACH
QUANITTY.' 2
TOTAL WATTS: 2944
NOTE TO EXAMINEE:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY'
OpOppppp p... a. 10,p0O
o°oo {l M B °0Oe
B 1y g 4 B oOOoa
O v F R o
? NO.43865 'P
O'VED N01 2 6 2010 * 2
0 C
9 STATE OF pu
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ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NE PINELAKE DR.
STUART,, FL 34994
LING MOUNTING TABS
VIMUM (2) 3/8" D1A. SS LAG
OLTS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
NCR£TE PILINGS PER PILING
'QUIRED.MINIMUM (2) 3/8"
4. SS CARRIAGE BOLT FOR
ATTACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6061—T6 FLAT BAR.
4,500 LB. GEAR DRIVE & BOATLJFT5 AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT (2017 FBC) ������ 4050 ER E, F ROAD
FORT PIERCE, FL 34981
R. HYDE SCALE. N75 DATE 1/2/18 REV 1 1-800-544-0735 www.hi—fide,com
TYPICAL DOCK AND ACCESSWAY CROSS SECTION
(N.T.S.)
has been designed and all
work shall be in
accordance
with the 2017 Florida
Building Code (6th Edl
All codes reference herein 4' Accessway Width,
are per the latest adopted 10' Terminal Platform Width
edition.
Decking:
2"x6" 0.4 ACQ #1 Tropical Decking
boards spaced at a min. of 1/2"
fastened w/min. 2.5" stainless steel screws
STRINGERS:
2"x8" 0.4 ACQ spaced
at max. 24" with min.1/2" E
lag bolts on each piling (lap
spliced)
Nails Typical
Blocks:
2"x6"x12" 0.4 ACQ strap Joist:
blocks @mid stringers 2"x8" 0.4 ACQ on
(fastened w/min. 3 ea. each side of piling.
min. 3" SS screws/nails) Bolted w/ 5/8"
SS cut rods.
6' min.
penetration
LRTJT
C:sl�11
Pilings:
min. 8"0, 2.5 CCA
PT wood,
max. 12' OC
56-340782-003,
004-EE
Southeast District
9ni
--a
Cal
.'MN o, '
LJ
Rill
Sepe Residence-
Wilco Construction,
MR
m;
Cross View
Dock Structural
Inc.'
ENGINEERING REVIEW•
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 67H EDITION
(2017) FLORIDA BUILDING CODE, PER
ASCE 7-10, AND PER DESIGN LOAD
REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATIO
ALUMINUM DESIGN MANI
BEAMS AND MOUNTING BRACj
INSTALLED PER HI -TIDE INSTRUCTION:
EXCEED ULTIMATE DESIGN WIND SPEI
180 MPH (EXPOSURE CATEGORY C i
BOATS ARE TO BE REMOVED FROM E
LIFTS PRIOR TO A MAJOR WIND EVE
PJLlN&S
PILING PENETRATION TO BE 10'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA,
SUB —SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
FBC 2017. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE -STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
EfECT?1CAL REW W.•
3/4 HP ELECTRIC MOTOR
f0.8 AMPS 0 115V EACH
5.4 AMPS 0 230V EACH
QUAN77TY' 2
TOTAL WATTS 2484
X2 E
9.6 AMPS 8' ZJUV LACH
OUAN77TY.• 2
TOTAL WATTS: 4416
NOTE TO EXAMINER:
THIS CER77FIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY
O� O OEti
�. 6 F
e• N0.438G6 P
VE 'NOV 2 6 2018
BTATEOF /4 c
�0 A40RIOrO2�eo
eeOOe 8 u O N Ao ouo`"^
ROGER SABER
P.E. NO. 43855
CR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 N£ PINELAKE DR.
STUART. FL 34994
MUM (2) 3/8' DIA. SS LAG
TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
CRETE PILINGS PER PILING
,UIRED.MINIMUM (2) 3/8'
SS CARRIAGE BOLT FOR
ACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4' X 2' ALUMINUM
6061-T6 FLAT BAR.
12,000 LB. GEAR FTDRIVE & / Offii
BOATL 40 AND MAR/NE PRODUCTS
GEAR DRIVE X2 BOAT LIFT 2017 FBC 40T S£LE7F ROAD
FORT PIERCE, FL 34981
.hi—t
R. HYDE SCALE: NTS DAZE. 1/2/18 REV.. 1 1—B00-544-0735 www.hl—tlde.com
Law's Electrical Service Inc.
5158 NW Primm St
Pt St Lucie FI.34983
/ (-) s. v,L P4 �
O(L 94
RECell _ C
DEC 2 .
Per 5� ��uclo Count
Project Name: SEPE
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Address: 10701 S OCEAN DR LOT 881
Permit #:
Type: Construction Type:
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida BUILDING Code Fifth Edition with 20 17 Supplements using ASCE 7-10
2. Structure Designed as (check one): _Enclosed _Partially Enclosed X Open
3. Risk Category: _I X II _III —IV Exposure Category: _B _C X D
4. Design Wind Velocity 165 mph _ASO X LRFD End Zone Width: 1 ft
5. Mean Roof Height 5'+/-DECK HEIGHT ft Roof Pitch: :12 Parapet: ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: Zone 2: Zone 3: Zone 4:+60.6i-64.1 Zone 5:+70.va4.5 Garage:
7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF
Dock: 40 PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. 1.q�Vj®jo1d� ;V qt structural elements depicted on these plans provide adequate resistance to the design
DANIEL PAUL RETHERFORD
Print Name
72451
Cert # & Co. Cert Auth.
d Seal ,'S 1402 HARTMAN ROAD, FT PIERCE, FL 34947
Q�&%, Company Name & Address
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