HomeMy WebLinkAboutPLANSENGINEERING REVIEW.•
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH
WIND LOAD REQUIREMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7-10. AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATION'S
ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI -TIDE INSTRUCTIONS, WILL
EXCEED ULTIMATE DESIGN WIND SPEED OF
180 MPH (EXPOSURE CATEGORY C OR D)
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT.
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
2077 FBC. ALL PILINGS TO BE
8" MINIMUM 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
OUAN'ATY.• 2
TOTAL WATTS. 2464
THESE PLANS AND ALL FROPCSED dJOhK
1; ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT:
. PJIAY BG.NECESSARYIN. 1JR0ER TO;,.
COMPLYW MA l.'APPLICAfftllg0Ls a
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
DATE
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
NOTE 70 EXAMINER:
THIS CER77FIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY.'
CEIV8 B _1Oe
e NO.4WW 'P
P OV D JUL 02101
'A STATE OF k
°1O AF F< OR I D 1, r4,°tee
°00O0�8I O N A L
ROGER SABER
P.E. NO.. 43855
14CR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR.
STUART, FL 34994
PILING MOUNTING TABS
MINIMUM (2) 3/B- DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
PNCRETE PILINGS PER PILING
REQUIRED. MINIMUM (2) 3/8-
DIA. 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.
q
12,000 LB. CUDA GEAR M 77 BOATLIFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) / R /�OV �� 4050 PIERCE,
F ROAD
FORT PIERCE, FL 34981
.hi-t
R. HYD£ SCALE: NTS DATE• 1/2/18 REV i 1-800-544-0735 www.hl-tlde.com
4
f
,0 1.0'...20
Scale
Waterbody:
p_
St. Lucie River
Proposed 12k
HiTide Boat Lift
Slip #65
ENGNEERNG RENEW.•
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 6774 EDITION
(2017) FLORIDA BUILDING CODE,. PER ASCE
7, AND PER DESIGN LOAD REQUIREMENTS
OF THE 2015 EDITION ALUMINUM
ASSOCIATIONSS ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI-77DE INSTRUCTIONS WILL
EXCEED UL TIMATE DESIGN WIND SPEED OF
180 MPH (EXPOSURE CATEGORY C OR D)
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT.
PILfN6£
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
B" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL RENEW.•
3/4 HP ELECTRIC MOTOR
10.8 AMPS 0 115V EACH
5.4 AMPS 0 230V EACH
QUANTITY.• 2
TOTAL WATTS 2484
X2 FLEC7RICALR W W.•
1-1/2 HP ELECTRIC MOTOR
-- AMPS 0 115V EACH
9.6 AMPS 0 230V EACH
QUANTITY., 2
TOTAL WATTS 4416
NOTE TO EXAMINER:
THIS CERTIRED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY:
RECEIVED
JUN 12 2018
°.°°,°,•,
L
Lucie County, Permitting .°�
e^ O b E R •s
NO.43= 9
e
ae * OVED MAY 02 l0 F
e90 BTATEOF �e
11
°O••°°B a OoN A oa.o`�'
F. LUCIECOWIBUILD.MDIVISION
Pm•Revlewed Not In Compliance
{R{e�vie,wed Br.
Y�
D ROGER BABER
P.E. NO. 43655
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NE PINELAKE DR.
STUART. FL 34994
PILING MOUNTING TABS
MINIMUM (2) 3/8' DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
CONCRETE PILINGS PER PILING
REQUIRED. MINIMUM (2) 3/8'
DIA. 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.
12,000 LB. GEAR DRIVE & M BOATLIFTS AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT (2017 FBC) ULJ�O4050 ER ET FL 349
FORT PIERCE, FL
R. HYDE SCALE. • TITS DATE. • 1/2/18 REV• 1 1-800-544-0735 www.hi—tfde.com
ENGINEERING REVIEW.•
BOAT LIFT TOP CARRIER.B£AMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 6TH EDITION
(2017) FLORIDA BUILDING CODE, PER ASCE
7, AND PER DESIGN LOAD REQUIREMENTS
OF THE 2015 EDITION ALUMINUM
ASSOCIATIONSS ALUMINUM DESIGN MA
BEAMS AND MOUNTING BRACT
INSTALLED PER HI —TIDE INSTRUCTION.
EXCEED ULTIMATE DESIGN WIND SPE!
180 MPH (EXPOSURE CATEGORY C i
BOATS ARE TO BE REMOVED FROM E
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
F8C 201 Z ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL R W W.
3/4 HP ELECTRIC MOTOR
10.8 AMPS ® 115V EACH
6.4 AMPS 0 23OV EACH
QUAN77TY.' 2
TOTAL WATTS: 2464
921
1—fA
9.6 AMPS 9 ZSUV EACH
QUAN77TY• 2
TOTAL WATTS." 4416
NOTE TO EXAMINER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY:
°°°p0ppppp000n upeoppp0
M 9 '1
O O E Ara
O e F
r NO.43866
02
STATE OF
FBR�ORIOrO�
ROGER BASER
P.E. NO. 43855
'CR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NE P/NELAKE DR.
STUART,, FL 34994
ING MOUNTING TABS
MUM (2) 3/8' DIA. SS LAG
.TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
FCRET£ 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 DRIVE & BOATLIFTS AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT (2017 FBC) �aO�Q�� 4050 SELVITZ ROAD
1� FORT PIERCE, FL 34981
.hi—t
R. HYUE SCALE. N75 DATE. 1/2/18 REV: 1 1-800-544-0735 WWW.hI—fJde.Com