HomeMy WebLinkAboutProposed Plan Viewio seawall~
IN io Retrain
PAHWIML"
6'
16"
41
Waterbody:
Indian River
width 10000't A
arc
0
Dock are over MHW;
Accessway: 4'x15'=60sq.ft it
Terminal Platform: 10'x16'=160 sq.ft.
Grated docking over boat lif117 sq.fL 10
t rm
Total over MHVV- 337 sq.tt.
NOTE: Dock/boatlift(s) to be within
riparian lines.
Seagrass survey-, T-lerformed on $127/20
by L. Petz via snorkelling 25' increments
and out to 50'from proposed dock
extension: BARREN
Wilco Construction, Inc. 1 Date: 8/30/20
(7721AS1-692R'-F,&,Y(7721460-6929 !
TYPICAL DOCK AND ACCESSWAY CROSS SECTION
(N.T.S.)
The work specified herein
has been designed and al
work shall be in
accordance
with the 2020 Florida
Building Code (7th Edn.).
All codes reference hereir
are per the latest adopted
edition, unless otherwise
noted.
Design loads to meet
2020 FBC (7th Edn.)
Wind load as per ANSI-
/ASCE 7-16
Speed = 170 mph
Exposure = D
Importance Factor = 1.0
STRINGERS:
2"x8" 0.4 ACQ
spaced at max. 24" with
min.1/2" SS
ag bolts on each piling (lap
spliced)
Tie Down Blocks:
2"x6"x12" 0. ACQ stralz
blocks @mid s ingers
(fastened w/min. ea.
min. 3 SS scrws nails)
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z
31wj.� rdpenetration
n. 6so
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Width: 4', 16'
Decking:
2"x6" 0.4 ACQ #1 Tropical Decking
boards fastened w/min. 3" stainless
steel screws
Nails Typical
Joist:
2"x8" 0.4 ACQ on
each side of piling.
Bolted w/ 5/8"
SS cut rods.
M.H.W.
MrT
CANAL BOTTOM
Li
Pilings:
Dock:
min. 8" diam., 2.5
CCA PT wood,
max. 10' OC
Boat Lift:
min.10" diam., 2.5
CCA PT Wood
Herod/Castellanos
Wilco Construction,
m
m
Cross View
Residence- Dock
Inc.
'
'
N
Structural
ENGINEERING REVIEW.
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 7TH EDITION
(2020) FLORIDA BUILDING CODE, PER
ASCE 7-16, AND PER DESIGN LOAD
REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATIG
ALUMINUM DESIGN MANL
BEAMS AND MOUNTING BRACT
INSTALLED PER HI —TIDE INSTRUCTION.
EXCEED ULTIMATE DESIGN WIND SPEI
200 MPH (EXPOSURE CATEGORY C i
BOATS ARE TO BE REMOVED FROM 6
LIFTS PRIOR TO A MAJOR WIND EVE
ILINGS:
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 2020. ALL PILINGS TO BE
8" MIN/MUM DIAMETER
2.5 C. C. A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW.
3/4 HP ELECTRIC MOTOR
10.8 AMPS ® 115V EACH
5.4 AMPS @ 230V EACH
QUANTITY- 2
TOTAL WATTS: 2484
X2 E
1-1/
9.6 AMPS 9 230V EACH
QUANTITY. 2
TOTAL WATTS. • 4416
NOTE TO EXAMINER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY -
1
1
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ROGER BABER
P. E. NO. 43855
'CR PROFESSIONAL ENGINEERING
2430 NE DIXIE HWY
JENSEN BEACH, FL 34957
ING• MOUNTING TABS
'MUM (2) 3/8" DIA. SS LAG
TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
CRETE PILINGS PER PILING
�UIRED.MIN/MUM (2) JIB -
SS CARRIAGE BOLT FOR
'ACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 0 6 1— T 6 F L A T B A R.
12,000 LB. GEAR DRIVE & BOATLIFTS AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT (2020 FBC) D77Ya�ff
4050 SELVITZ ROAD
FORT PIERCE, FL 34981
R. HYDE SCALE: NTS DATE. 1/4/21 REV- 1 1-800-544-0735 www.hi—tide.com
DESMPIM
ENGINEERING REVIEW.
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 7TH EDITION
(2020) FLORIDA BUILDING CODE, PER
ASCE 7-16, AND PER DESIGN LOAD
REQUIREMENTS OF THE 20119
EDITION ALUMINUM ASSOCIATION
ALUM/NUM DESIGN MANU,
BEAMS AND MOUNTING BRACK!
INSTALLED PER HI -TIDE INSTRUCTIONS
EXCEED ULTIMATE DESIGN WIND SPEEL
200 MPH (EXPOSURE CATEGORY C OI
BOATS ARE TO BE REMOVED FROM BO
LIFTS PRIOR TO A MAJOR WIND EVEN
ILP INGS:
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 2020. ALL PILINGS TO BE
8" MIN/MUM DIAMETER
2.5 C. C. A PRESSURE TREATED
WOOD, PRE -STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW.
1/2 HP ELECTRIC MOTOR
8.8 AMPS ® 115V EACH
4.4 AMPS @ 230V EACH
QUANTITY. 2
TOTAL WATTS: 2024
X2 ELF
1 HP 1
6.4 Ah
QUANTITY- 2
TOTAL WATTS:
2944
NOTE TO EXAM/NER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY.•
p00011 p p 0 a a a ail pop
m a °OOOOo
0 0
E P S @ 00 0
O
Q NO. �
0
o P,OVED APR 0 6 202
C STATE OF o
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000 0 t O R 1 0 P G� 00
oO0oloo 0pO N Ao n° *�
ila .
ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
2430 NE DIXIE HWY
JENSEN BEACH, FL 34957
LING MOUNTING TABS
VIMUM (2) 3/8" DIA. SS LAG
ILTS, FOR WOOD PILING OR
CONCRETE ANCHORS FOR
NCRETE 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
6 0 6 1- T 6 FLAT BAR.
4,500 LB. GEAR DRIVE & BOA TLIFTS,AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT (2020 FBC) vU�DyL
4050 SELVITZ ROAD
FORT PIERCE, FL 34981
R. HYDE SCALE. NTS DATE. 1/4/21 REV. 1 1-800-544-0735 www.hi—tide.com
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