HomeMy WebLinkAboutExisting Proposed Plan ViewMANMADE WATERWAY !rl
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15, RAMP TO
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i 40'
FURNISH & INSTALL A NEW
PWC LIFT ON AN EXISTING
DOCK PILE.
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OR
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ECOMPLIANCE
T. LUCIE COUNTY
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MCDONALD WILCO CONSTRUCTION INC. N.T.S.
SHEET 1 OF 2
10751 ORANGE AVE. FEB. 2022
3909 SHORESIDE DRIVE FORT PIERCE, FL 34945
FORT PIERCE PH# 772-460-6928 EXISTING / PROPOSED
SCC# 131151026 PLAN VIEW
ENGINEERING REVIEW:
BOAT LIFT MOUNTING BRACKET AND
SPECIFIED MOUNTING HARDWARE 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 'A'SSOC/ATION'S
ALUMINUM; DESIGN MANUAL.
MOUNTING BRACKET INSTALLED AS PER
HI -TIDE INSTRUCTIONS,, WILL EXCEED
ULTIMATE DESIGN WINDS SPEED OF, 200
MPH (EXPOSURE ;CATEGORY C OR D)
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT
PILINGS.
PILING PENETRATION TO BE110'
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.' MINIMUM DIAMETER
2.5 C. C. A PRESSURE TREATED
WOOD, PRE -STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELEC7RICAL REVIEW.
1 HP ELEC7RIC MOTOR
12.8 AMPS 0 115V EACH
6.4 AMPS @ 230V EACH
QUANTITY: 1
TOTAL WATTS: 1472
REVIEWED FOR
C-Our"E COMPLIANCE
^" a t. ST i r 5 COUNTY
socc
NOTE TO EXAMINER:
THIS CER77F7ED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIF7CALLY FOR USE ONLY BY.•
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ROGER BABER
P. E. NO. 43855
MCR PROFESSIONAL ENGINEERING
2430 NE DIXIE HWY
JENSEN BEACH, FL 34957
PILING MOUNTING
MINIMUM (4) 3/4" DIA. BOLTS
FOR THROUGH BOLTING
BRACKET TO PILING.
PILING MUST BE TIED BACK TO
SEAWALL OR DOCK STRUCTURE.
ALTERNATE SEAWALL
M O U N T I N G
MINIMUM (6) 3/4" DIA. SS
ANCHORS REQUIRED IN
CONCRETE BASE FOR MOUNTING.
1,500 LB. (ALUM/NU j SPINNER �y��/y BOATLIFTS AND MARINE PRODUCTS
2020 FBC W 17 4050 SELVITZ ROAD
FORT PIERCE, FL J4981
R. HYDE SCALE. NTS DA7E 114121 REV: 1 1-800-544-0735 www.hi-tide.com