HomeMy WebLinkAboutConstruction PlansENGINEERING 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-77DE 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.
L 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
2017 FBC. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW.'
314 HP ELECTRIC MOTOR
10.8 AMPS ® 115V EACH
5.4 AMPS 0 230V EACH
QUANTITY: 2
TOTAL WATTS: 2484
NOTE TO EXAMINER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY.'
Li
°°o MLLI
°oP cE 1pLu
0
o
Q� NO.43955 A
LLI
V
o * e
LIJ
-�
VEDA99 Z o
1v o
cc
®�
®A��
oo�FSRLOR1�Pti2�
a
/
000OO s
N0000v^f°�^
° ON
ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR.
STUART, FL J4994
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
6 0 6 1— T 6 F L A T BAR.
12,000 LB. CODA GEAR BOATLIFTS AND MARINE PRODUCTS
BOAT LIFT (201L
C) 0 4050 SELVITZ ROADFORTPIERCE, FL 349 t,R. HYDE SCALE. NTS DAT118 REV: 1 1-800-544-0735 www.hi—tide.com
ENGINEERING 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, MLL
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.
it/t
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
2017 FBC. ALL PILINGS TO BE
1 0 " MINIM U M
DIAMETER 2.5 C.C.A
PRESSURE TREATED WOOD,
PRE -STRESSED CONCRETE OR
COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW
1 HP ELECTRIC MOTOR
12.8 AMPS ® 115V EACH
6.4 AMPS ® 230V EACH
OUAN77TY: 2
TOTAL WATTS: 2944
NOTE TO EXAMINER:
.,. THIS CER77FIED ENGINEERED
a DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY:
n Tn m
�. m----------
�a
pvp Fnd' ,� G p0vpvvppvopv°po°p
6Y 9 p m °°°°° M
Lu `o
I °° O
i ' ° ? NO. o`
Lu
e tr ,t tro
DDEC09
®� 'o P STATE OF lu °
°° IFS FL O R 1 O P 0 2�
°0000Oo 4°pOONA
ROGER BASER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW 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
6 0 6 1- T 6 FLAT BAR.
16,000 LB. CUDA GEAR M BOATLIFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) 2, 4050 SEL V/TZ ROAD
FORT PIERCE, FL 34981
R. HIDE SCALE: NTS DATE. 1/2/18 REV 11 010
1-800-544-0735 www.hi-tide.com
ENGINEERING RENEW.•
BOAT LIFT MOUNTING BRACKET AND
SPECIFIED MOUNTING HARDWARE 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.
MOUNTING BRACKET INSTALLED AS PER
HI —TIDE INSTRUCTIONS, WILL EXCEED
ULTIMATE DESIGN WINDS 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
FBC 2017. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL RENEW.•
1 HP ELECIRIC MOTOR
12.8 AMPS ® 115V EACH
6.4 AMPS 0 230V EACH
QUANBTY.' 1
TOTAL WATTS' 1472
sad
0
m
m
r1
O
<.v
m
d
NOTE TO EXAMINER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY
°pppppppoopooppp°°°°°
o°°° R M e °OOo
O� °OOoo
43M P °
✓Kak
'$ OWED DECO 9 Z0�
,o?O STATE OF
°OOoo F8 A•� O R I
oOOOo B 1 0 N A 1.
ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR.
STUART, FL 34994
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. ALUMINUM SPINNER M� BOA77IFTS AND MARINE PRODUCTS
(2017 FBC) W�N4050 S£LVITZ ROAD
FORT PIERCE, Ft 34981
R. HYDE SCALE. NTS DATE. 112118 REV• 1 1-800-544-0735 www.hl-fidexom