HomeMy WebLinkAboutExisting Plan View,i
p
Existing
Plan View
-IrkPaui
i245 i
a mass Road
L 34947
it E't
' IMil .'
i
� 4
jt *,
i l
Maraldo Residence
10751 S. Ocean Dr., Lot B-5
Jensen Beach, FL 34957.
Wilco Construction, Inc. Date: 10/15/21
(772)460-6928; FAX(772)460-6929
Pilings:
TYPICAL DOCK AND ACCESSWAY CROSS SECTION
Dock: min. 8" 0,
(N.T.S.)
wood 2.5 CCA max.
10, OC
The work specified herein
Boat Lift:
has been designed and all
10" diam. +/-, wood
work shall be in
2.5 CCA max.
accordance
with the 2020 Florida
Building Code (7th Edn.).
All codes reference herein
Width: Varies
are per the latest adopted
edition.
Decking:
2"x6" 0.4 ACQ #1 Tropical Decking
STRINGERS:
boards fastened whin. 3d" stainless steel
2"x8" 0.4 ACQ
screws or 1 "x6" composite decking
spaced at: max. 24" (for
2"x6" wood decking) OR
fastened whin. 2.5" stainless
max.18" (for 1"A" composite
steel screws
decking) with min. 5/8" SS
lag bolts on each piling (lap
spliced)
NOTE:
147
Design loads to meet
2020 FBC - 7th Edn.
Wind load as per ANSI/
/(2)
ASCE 7-16
16d Toe
Speodure D mph
Nails Typical
o f E N y j
Importance Factor = 1.0
Block:Exp
o+
To bE added as needed: Joist:
2"4" 12" 0.4 ACQ strap 2"x8" 0.4 ACQ on
block @mid stringers each side of piling.
4 Permit Number
•� -�
(fast ed whin. 3 ea. Bolted w/ 5/8"
56-301691-004-EE
� .
min. "SS screws/nails ) SS cut rods.
p
Southeast District ,,
y a
vQ A
d
�ayss'
0 1S
TSB •ply
M.H.W.
3S
p
•�?,, �: -0
+t'
M.L.W.
CANAL BOTTOM
6' min.
penetration
Cross View
Maraldo Residence-
Wilco Construction,
N
Dock Structural
Inc.
N
v 1
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 ASSOCIATIO
ALUMINUM DESIGN MANL
BEAMS AND MOUNTING BRACF
INSTALLED PER HI -TIDE INSTRUCTION:
EXCEED ULTIMATE DESIGN WIND SPEE
200 MPH (EXPOSURE CATEGORY C (
BOATS ARE TO BE REMOVED FROM 8
LIFTS PRIOR TO A MAJOR WIND EVE
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 202a ALL PILINGS TO BE
10" MINIMUM DIAMETER
2.5 C. C. A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW.
1 HP ELECTRIC MOTOR
-- AMPS ® 115V EACH
6.4 AMPS 0 230V EACH
QUANTITY. 2
TOTAL WATTS: 2944
X2 E
2 HI
12.4 AM/'J V ZJUV LAGH
QUAN77TY.• 2
TOTAL WATTS:• 5704
Digitally signed by Roger M
BARER
DN: r—US, o=Sustainable Earth
L lEnngineers dba MCR Engineers,
-ger Baber, P.E. o, u=A01_...4..10D0000017183ADA33
r C00001860sn=RogerM BABER
Date: 2021.11.161255:07 -050W
NOTE TO EXAMINER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY.•
WILCO CONST.
opp6a00000Co00O0DOGOO
m e ,9 °OOoo
p CEIVs,
O
NO.43855
STATE OF 4f o0
0
��8 4 O R 1
O
oODOo $ 0 0 N A o a 9
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
IUIRED.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
6 0 6 1 T 6 FLAT BAR.
r7l"
PVCWIDE POLES 4
PC BRAOCETS 4
K BRACKETS W HARDWARE 4
INUM BUNKS OR CARPETED a00D BUNKS 2 �^
BEAM ASSEMBLY 216, 000 LB. GEAR DRll/E & rJn� Tj (��� BOATLIFTS AND MARINE PRODUCTSC MOUNTING TABS IF REQUIRED B �/ /nLf( (/J/ TOP CARRIER SSEMBcr 1 p 4050 SELVITZ ROAD
T TOP CARRIER AS SLY 1GEAR DRl1/E X2 BOAT LIFT (2020 FBC)
X 3UMSSAC T7PE .NH SFiEAVE `+ FORT PIERCE, FL 34981
aLEC£AR2R. HYDE SCALE.• NTS DATE. 1/4/21 REV 1 -800-544-0735 www.hi-tide.com
RIPON ar