HomeMy WebLinkAboutTRACK ELEVATOR LIFT 2-16-22GOLDEN 2-TRACK ELEVATOR LIFT
21 -or 3'-� STRUCTURAL ENGID
REVIEWED FOR
(CODE
TRACK
MOUNT
LATERAL'
BRACING
(NOT SHOWN)
INCLINE MOUNT OR VERTICAL MOUNT
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, 71h EDITION, 2020, CHAPTER 16, ADM 2015, AND ASCE/SEI 7-16 "MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH AN ULTIMATE WIND
SPEED OF 180 MPH, EXPOSURE'D. RISK CATEGORY 1. J.L SANDERS, PE HAS NO CONTROL OF THE MANUFACTURING,
PERFORMANCE, OR INSTALLATION OF THIS PRODUCT. THESE GENERIC DESIGN FEATURES 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
DESIGN FEATURES ARE BASED ON STRUCTURAL CALCULATIONS, TITLED 'STRUCTURAL CALCULATIONS FOR ELEVATOR", WHICH
CONTAIN ADDITIONAL DESIGN REQUIREMENTS AND CRITERIA AND ARE AVAILABLE UPON. REQUEST. THE BOAT LIFTS DEPICTED BY
THESE DESIGNS AND RELATED CALCULATIONS WERE ENGINEERED AS MANUFACTURED PRODUCT FOR NON -SITE SPECIFIC USE AND
SHALL MEET THE DESIGN REQUIREMENTS AND INSTALLATION LIMITATIONS LISTED IN THE STRUCTURAL CALCULATIONS - IN
PARTICULAR THE TRACK BEAMS SHALL BE ADEQUATELY BRACED LATERALLY NO MORE THAN 8 FT. O.C. FOR ELEVATOR LIFTS
WITH DISTANCE FROM TRACK MOUNT TO SEA FLOOR LESS THAN 9 FEET; LATERAL BRACING IS NOT REQUIRED
J.L.SANDERS,PE
2515 GRATIS ROAD NW
MONROE, GA 30656 J. L. SANDERS, P.E. Date:
PHONE 239-671-1578 Reg. Florida No. 66361
SIGNATURE NOT VALID WITHOUT RAISED SEAL
(2)3/4"00-1/4" LG.
STAINLESS STEEL
REDHEAD WEDGE
ANCHOR BOLTS
EDGE DISTANCE OF **
BOLTS PER ACI
I
. I .
TYPICAL HORIZONTAL
CONNECTION TO REINFORCED
CONCRETE DOCK OR SEAWALL
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 7th EDITION, 2020, ASCE/SEI 7-16 AND
ADM-2015. BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH WIND EVENTS (GREATER THAN 75 MPH). ALL PRIMARY
STRUCTURAL MEMBERS ARE TO BE 6061-T6 ALUMINUM. TRACKS ARE TO BE DRIVEN TO FIRM BEARING MATERIAL AND SHALL
BE SPACED HORIZONTALLY WITHIN THE LIMITS OF TRACK SPREAD "E'. TRACKS SHALL BE ADEQUATELY BRACED LATERALLY
(3)3/4"0 STAINLESS
STEEL THRU-BOLTS
TYPICAL VERTICAL
CONNECTION TO WOOD
PILE OR HORIZONTAL
WOOD DECK FRAMING
PILE DIAMETER CHART
Boat center of aravitv at center of cradles
Lift Ca aci
P tY
MAX. "E" Dim.
Recommended
Diameters
Pile Diameters
Lb.
Ft.
In.
3, 5, & 7000
10
10
10,000
11
12
12,000
15,000
14
17,000
20,000
24,000
16
FROM TRACK TO TRACK WHEN DISTANCE BETWEEN THE TRACK MOUNT AND SEA FLOOR IS 9 FT. OR GREATER. LATERAL
BRACES SHALL BE SPACED AT NO MORE THAN 8 FEET APART. FOR LIFTS WITH DISTANCE FROM TRACK MOUNT TO SEA
FLOOR LESS THAN 9 FEET, LATERAL BRACING IS NOT REQUIRED.
F DESIGN FEATURES
SUMMARY O,
LIFT
CRADLE
TRACK
BUNK
BOARDS
CABLE
TRACK
!GUIDE POST
ERGS
DRIVE
WINDER
GEAR
MOTOR
INCHES OF b
CAPACITY
I -BEAM
I -BEAM
FEET
SIZE
SPREAD
HEIGHT
I
SHAFT
DIA
RATIO
HPNOLTAGE
PER MIN.
(25) 8 H x .23
(2 ) 8 H x .23
(2) 5/16" 0
J
(2) 314 HP
3,000#
x g LG.
x 29 LG.
x 30' S.S.
120V/20A
@ 6.18#/Fr
@ 6.18#/Fr
(2) 2 x 8
x 144
2 PART
7
THRU
10
=
7 p
a N
240W1 OA
5,000#.
)
(25 W xx415
)
(25 W xX415
(2) 5/16"0
�,
(2) 3/4 HP
8,
7,000#
x 8' LG,
@ 7,02#/Fr
x 25' LG.
@ 7.02#/FT
ROUGH
SAWN
x 30' S.S.
2 PART
Z
0 >
7,000#
13-1/2'
CARPETED
2 1 HP
(2) 9Hx .27
(2) 9 H x .27
(2) 3/8"0
10,000#
5.5 W x .44
x 8' LG.
5.5 W x .44
x 25' LG.
x 30' S.S.
80"
v
d
@ 8.36#/Fr
@ 8.36#/FT
2 PART
B.
(2) 3/4 HP
THRU
11'
a p
x
120V/20A
240V/10A
(21 10 H x.25
(TWO H x .25
12,000#
6. Wx41
x 8' LG.
6Wx.41
x 25' LG.
��
@ 8.65#/Fr
@ 8.65#/FT
(2) 3/8"0
0
o
O x
19
m P
480:1
W15,000#
(2) 10 H x.29
(2) 10 H x.29
6 W x .50
x8' LG@
6 W x .50
x25 LG@
Lij
>
1))0.3#/FT
(2) 300 10
x 192
3P PART
n
�Q
p b
w w
(279
)10.3#/Fr
(27 9
17,000#
12 x 4
.7
x 10' LG.
W x 4
.7
x 25' LG.
SOAWN
N
g ¢
(2) 1 HP
120V/20A
@ 11.7#/FT
@ 11.7#/Fr
CARPETED
(2) 3/&0
x 56' S.S.
8
120°
N
=
C2
S
LL
240V/1 OA
6.75°
(21 12 H x.31
(21 12 H x.31
20,000#
7 W x .62
x 1 V LG.
7 W x .62
x 25' LG.
4 PART
THRU
x N
p z
@ 14.3#/Fr
@ 14.3#/Fr
14'
O
0 Ca7
%14 H x.30
(2) 14 H x.30
(2) 7/16"0
19
(2) 1.5 HP
24,000#
W x.60
x 10' LG.
8 W x.60
x 10' LG.
x 60'S.S.
THRU
120V/20A
g°
@ 16.0#/F r
@ 16.0#/FT
4 PART
16'
24OV/10A
Golden Manufacturing, Inc. 17611 East Street, North Fort Myers Florida 33917
Pub 2-16-22