HomeMy WebLinkAboutBOAT LIFTHURRICANE BOAT
CATEGORY-5 VERTICAL LIFTS ENGINE.
'A
OUT -TO -OUT
I1rN
L01
Stainless Steel Piling Mount Bracket
VAth 2-3/8' Bolts Connecting The
Bfcaket To The Assembly.
2-3/8"ier Stainless Steel Log Bolts
Into The Side Of Piling pu I xmt.
a >�
t'�
CT DRIVE
"1 V
9DIRECT DRIVE
OPTION
1ANCE
BOCC
PILM 8PACM
Ult
NDED
CAPACITY
A
B
IZES
500 LB
15W
132'
6' DIA
7,000 D
150'
144'
s- DIA
Pflhg PeneVatian
10,000 LB
15W
150'
0' INA
112r'
To Be 10' into The
13.000 Le
150'
150'
0' qA
Send Batten Or 5'
16,000 LB
150'
188'
0' D1A
Into The Rork Strata
20,000 LB
168'
168'
To2' DIA
Recpnmmd
2{,000 L8
18Y
Mir
2' DI
a Pom
A our-m-OUT B CENTLTt-TD-CDM
Lilt
Top
Beam
2 Cradles
per lift
Bunk
C 1,la
Guide
guide
D.D.
U.H.S.
Cop.
Ch�manel
I-98eam
Boats
Size
Post
Bmrin a
8
Winder
51ie
Geer
Wtor
Oaor
2.
(STD)
Haight
H.P.
Motor
4'0
2 Eo.
6'H v 4'W
%iJ7/•O
({)
1
2W Y .23
15W Lg.
4.03 WL/Lk, FL
5/Ill'
SS7.
S
3/4EH.P.
120/20A
M.P.
2b/IOA
54 Y 15
v ZW
(2 Ea)
(2 Ea)
7,000I
2.25 W
Y .26
% 1N/O
4.70 WLm FL
1 Part
(5 Ea)
1 H.P.
120/20A
1 1/2 H.P.
150' L
2'v8'xt{4'
Wool
2' Shcd
375' DIA
SOLID
2 OA
240/10A
f0.000/
°
W 17
liH % 5'W
Y
(2 Ea.)
22..5
5010
6.18 WL/Un FL
Carpeted
ALUMINUM
VINDER
3 4HP.
120/2.
1 H.P.
Ib29
({)
5/18'
BO81-T6
ALUM.
24o loA
240/10A
13,000i
74 x 17
2.75 W
8'H x 5'W
x •4111
(2 Ea.)
150"
x /50 O
7.02 Wt./Un FL
SST.
(2 Ea)
1
210/ OA
a.
% 6•W
16.0001
is w O
y0'H
Il(.7S
%IPT 144'
2 Part
1 HP.
'
Y 166 0
8.84 WL/LN FL
Wood
1 1/2 H.P.
150.300
2b/f0A
2b/IOA
20,000/
J 75 .25
10'H x 6'W
% .41(.25
3'Y10'vlea'
PT
(4)
(6 Ea)
(2 Ea.)
% .41
% 168 O
8.8{ WLAM FL
Wood
Carpeted
S/I6'
10'
2' Sdkl
1 1/2 H.P.
168' L
T.
6061-TB
SOLID
ALUMINUM
240/10A
8H % U.
10'H x 6'W
Y ..� .�
/
J'%10'x182'
(2 Ea.)
24,000g
J.75 W
Y .41
182 O
PT
IVpel
ALUM.
WINDER
1 1/2 H.P.
18Y L
1Q2BYWL/Un FL
Carpetm
3 Part
240/IOA
THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 7th EDITION 2020 FLORIDA BUILDING CODE.
NOTE:
THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF V,A4= 180 MPH, VAss = 139 MPH (3 SEC. GUST) EXPOSURE 'D'
WITHOUT A BOAT 0 THE LIFT PER RE ' 7-10 USING ABOVE GROUND SIGN/WALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND
SPEEDS OF VLII=90 MPH IN EXPOSURE 'C' OR 80 MPH IN EXPOSURE V.
OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Vosd AS CALATED BELOW, PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY
REMOVED OR REPOSITIONED DURNING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO BE THE
OWNER OR TENANT TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF DURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS
BEING A HURRICANE WARNING OR ALERT. THE LIFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER. NO WARRANTY, EXPRESSED OR IMPLIED, IS
CONTAINED HEREIN. Vosd MAY BE CALCULATED BY THE FOLLOWING FORMULA: Vasd a v•O.6 • Vuit. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING
RATIOS AS CONFIRMED BY OTHERS: B/e=3, s/h - 0.75. FOR A Of of 1.6 MAXIMUM WHERE H IS THE HEIGHT TO TOP OF BOAT, B IS HORIZONTAL DIMENSION, AND S IS VERTICAL
DIMENSION -
CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT
ONLY.
THIS DETAIL IS PREPARED AS A GENERAL NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE
SEASONED WOOD WITH G=0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC
ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF
THIS DETAIL. AS THIS IS NOT A SITE SPECIFIC DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLA11ON TO THE HOST STRUCTURE.
ALUMINUM
MATERIAL: 6061 T6 ALUMINUM
ALL WELDS ARE MIN. 1 4- FULL FILLET WELD USING 5556 FILLER ALLOY. ALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND
VERIFIED BY OTHERS.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
FASTENERS
I
ALL ANCHORS TO BE HILT] BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASTM A304 WITH
HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD & BOLT HEAD & BETWEEN WOOD & NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS,
CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT II OR RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE
AND 00 NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES.
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY "KOPPERS BITUMINOUS PAINT' OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR
WEIGHT) 11.7 mils (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. ALL WELDS PER FLORIDA BUILDING CODE.
SPECIALTY ENGINEERING SERVICES & SOLUTIONS INC. HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASURER
SPECIALTY ENGINEERING SERVICES & SOLUTIONS INC. SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
WORK SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
SPECIALTY ENGINEER SERVICES & SOLUTIONS. SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR at. GI. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FAB\ICA_TIQRII�P OON HEREIN, NO CONSTRUCTION
E
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FORM DEVIATIONS OF THIS PLAN, EXCEPTIIPPRR :� �1
CERTIFICATION OR AFFIRMATIONS AREANTENDED.
THIS SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS
voib WITR66T.!IRRIGNE%SEAL OVER N
NAMD
ADDRESS, r o9. ,Y, �Z�°i?�i'_.2-XO'�r1 ��L a far ermudez, PE. • �A�
r.. tl FI rido No. 551 1 q • /-7 7 /
CITY 1 P.TL'""1 ,�. — 2IP� e �0 5 � 4 •
HURRICANE BOAT LIFTS
3301 S.E. Stater Street B&B Engineering a a
2237 Woods Edge Clale o '( OF e
Stuart, Flor lda 34997 Orlando, FL 32817� ���� ' m
(772)-781-2556
Fax (772)-781-4854