HomeMy WebLinkAboutLift SpecsACE ENGINEERED 4 POST, 2 MOTOR BOAT LIFTS
"--� I "� """
STRUCTURAL ENGINEERING REVIEW
THIS CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RESISTING SYSTEM, WITH
CALCULATED GRAVITY AND WIND LOADS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE,
61h EDITION, 2017, CHAPTERS 16 & 20, ADM 2015, AND ASCQSEI 7-10 'MINIMUM DESIGN LOADS
FOR BUILDINGS AND OTHER STRUCTURES' TO AND THE WIND LOADS ASSOCIATED WITH
AN ULTIMATE WIND SPEED OF 190 MPH, EXPOSURE 'D. RISK CATEGORY I J L SANDERS, P E
HAS NO CONTROL OF THE MANUFACTURING, PERFORMANCE, OR INSTALLATION OF THIS
PRODUCT THESE GENERIC SPECIFICATIONS WERE ENGINEERED IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTURER THIS
STRUCTURAL REVIEW IS LIMITED TO THE PRIMARY FRAMING AND CONNECTIONS AND IS NOT
INTENDED TO COVER MECHANICAL AND ELECTRICAL COMPONENTS THESE SPECIFICATIONS
ARE BASED ON STRUCTURAL CALCULATIONS TITiEO'4 POST 2 MOTOR UFT', WHICH CONTAIN
ADDITIONAL DESIGN REQUIREMENTS AND CRITERIA AND ARE AVAILABLE UPON REQUEST THE
BOAT LIFTS DEPICTED IN THESE SPECIFICATIONS AND RELATED CALCULATIONS WERE
ENGINEERED AS MANUFACTURED PRODUCT FOR NONSITESPECIFIC USE AND NOT INTENDED
TO COVER SITE SPECIFIC CONDITIONS, REQUIREMENTS AND LIMITATIONS LISTED IN THE
STRUCTURAL CALCULATIONS
J L Sanders, P E/C
2515 Gratis Road NW C L
Monroe, J L SANDERS, P E Dale:
30616
Phone: 239ag -6771-151-15 7a
Reg Flodda No 66361
SIGNATURE NOT VALID WITHOUT RAISED SEAL
PILE SPACING CHART
The boat center of gravity
needs to be set in the center
of the top beam
Lift Ca aci
P ry
1" Dimension ,121 Dimension Recommended
Pile Diameters
Lb.
Kg.
Ft.
M
Ft.
M
In. I Mm
4,500
2041
11
3.35
1.0
2 EACH
8 203.2
7,000
3175
SPREAD
POST
HGTH
12
Be
DIA
10,000
4540
12
3.66
12.5
3.61
MM
14 000
6350
INCHES
MM
IN
MM
4,500#
16.
7257
1
6 H x .19
14
10 254
0,000
9072
i4
4.27
�4...27
24.000
10,8861
16
4.88
16
86
50.8w x 5.8mm
STAINLESS STEEL PILING
MOUNT BRACKET, 4 -%-
STAINLESS STEEL LAG SCREWS
USED TO CONNECT THE
BRACKETS TO THE PILING AND
2-%" CARRIAGE BOLTS USED
TO CONNECT THE BRACKETS
TO THE LIFT CHANNELS
0
NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH,EXPOSURE "D", RISK CATEGORY I,
CALCULATED PER FLORIDA BUILDING CODE 6th EDITION, 2017, ASCE/SEI 7-10 AND ADM -2015, BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH
WIND EVENTS.
IN GENERAL, PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' INTO THE ROCK STRATA. SUB -SURFACE CONDITIONS
CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES. ALL PILINGS TO BE 2.5 C.C.A. PRESSURE TREATED WOOD.
0 0 0 0 000000
LIFT CAPACITY
TOP BEAM CHANNEL
CRADLE I -BEAM
BUNK
CABLE SIZE
CABLE
GUIDE
DRIVE
WINDER
MOTOR
INCHES
RECOM
2 EACH
2 EACH
BOARDS
(PT)
SPREAD
POST
HGTH
BRGS
SHAFT
DIA
VOLTAGE
PERLMIN
SIZES
Lbs
Kg
INCHES
MM
INCHES
MM
INCHES
MM
IN
MM
4,500#
2041 k9
4 H X.15
101.6h x 3.8mm
6 H x .19
152.4h x 4.8mm
2 - 3/4 HP
2 W X.23
50.8w x 5.8mm
4 W X.29
101.6w x 7.4mm
120V/20A
140" OAL
3.6m DAL
120" LGTH
3.05m DAL
�x
4-5i6"
x15' S{T ST
1 PART
4-7.9mmO
x4.6m ST ST
1 PART
98"
2.5m
a
a
240V/10A
27"
685.8mm
8' DIA
203.2 mm
5 H x.15
122h x
6 H x .19
152.4h x m
2 -1 HP
7,000#
3175 kg
2.25 W x .26
57.2w x 6.6mm
6.6fn
4Wx .29
101.6w x 7.4mm
7.4
a
120V120A
x 153" DAL
x 3.9 m AOL
144" LGTH
3.8 m OAL
am
x
N
w
240V/10A
6 H x.17
152.4hx4.3mm
8 H x.23
203.2hx 5.8mm
2- 3/4 HP
10,000#
4536 kg
2.5 W X.29
63.5wx7.4mm
5 W x.35
127W x 8.9mm
120V 20A
x 153" DAL
3.9m DAL
150" LGTH
3.8 m OAL
ao
4-5/16"
4-7.94mm9
110"
2.8m
o
240V/10A
12-1/2"
7 H x.17
177.8hx4.3mm
8 H X.25
203.4h x 6.4mm�
14,000#
6350 k9
2.75 W X.29
69.9wx7.4mm
5 W x .41
127w x 10.4mm
x30' ST ST
2 PART
x9.2m ST ST
2 PART
cc:
m 2
317.5mm
x 153" DAL
3.9 m DAL
150" LGTH
3.8 m DAL
J
a¢
o
8Hx .19
203.2hx4.8mm
10 H x.25
254hx 6.4mmEi
16,000#
7257 k9
3 W x .35
76.2wx8.9mm
6 W x .41
152.4wx10.4mm
ta
m
1 D" DIA
x 153" OAL
3.9 m DAL
168" LGTH
4.3 m DAL
�
<m
�
�
N
_a
�?
120V/20A
240W10A
254 mm
8Hx .25
203.2hx6.4mm
10 H x.25
254hx6.4mm
20,000#
9071 k9
3.75Wx.41
95.3wx1O.4mm
6INx.41
152.4wx10.4mm
�Q
122"
3,1m
"
�C3
x 177 DAL
4.5 m DAL
192" LGTH
4.9 m DAL
x
��
4-116"
x45'T ST
3 PART
4- 7.94mm9
13.7m ST ST
3 PART
0
0
¢
ES
9"
228.6mm
8 H x25
203.2hx6.4mm
10 H x
254hx7.4mm
24,000#
10886 kg
3.75 W X.41
95.3wx10.4mm
.29
6 W x .50
152.4wx12.7mm
A
134"
3.4m
m
x 2010,
5.1 m OAL
192" LGTH
4.9 m DAL
ACE Boat LiftS 7990 Mercantile Street, North Fort Myers, FL 33917 Pub. 1-30-2018