HomeMy WebLinkAboutAPPROVED, Electrical load calc and drawingElectrical Contractor:
Phone No.: -7-72 ` 79S✓ 9/ �i Fax No.:
Project: Location: /D�/ 002f��/V &IAXE RZ)
Existing Service Feeder Size: t'r/() Existing Panel Size:��
Main Breaker Size: Co`CJ'�Q' Number of Breakers: �--
Ezistine Loads
Sq. ft. x 3 watts per sq. ft.
watts
Appliance cir. @ 1500 watts each
watt
Laundry cir. @ 1500 watts each
atts
Range @ 8 kw
watts
Dishwasher and disposal @ 1500 watts each
watts
Microwave @ 2000 watts
watts
Water heater @ 4.5 kw
watts
Tankless water heater
watts
Dryer @ 5 kw
watts
Refrigerator @ 1500 tts
watts
Bathroom 1 00 watts
watts
Sprinkle ump
watts
O
watts
Other
watts
Other
watts
Pool pump
watts
Pool light
watts
Heat pump
watts
Chlorine generator
watts
Air blower
watts
Boatlift NrJID
watts
Other
watts
Other J
watts
Other
watts
First 10 kw @ 1JQ!].°1ff
watts
er @ 40%
watts
A/C heat 0%
watts
Sub Total, watts
Total 116 CC) watts
Total watts Divided by 240 volts = Amps
Date: Prepared by . C� - ""
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CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS
Stainless Steel Piling Mount Bracket
With 2-3/8" Bolts Connecting The
Bracket To The Assembly.
2-3/8"x3' Stainless Steel Lag Bolts
Into The Side Of Piling
PILE MOUNT DETAIL
CT DRIVE
DPTION
`- OPTION OPTION
PIUNO
UN
CAPACITY
A
SPACING
B
RECOMMENDED
PILING SIZES
Plling Penetrotlon
To Be 10• Into The
Sand Bottom Or 5'
Into The Rock Strata
Recommend
6 Plies
9 10 11
4,500 LB
150'
1 132'
8' To 10' DIA
7,000 LB
150'
1 144"
8' To 10" DIA
10.000 LBV15WO'i9'
To 10' DIA
13,DO0 LB9"
To 10' DIA
16,000 LB9'
To 10- DIA
20,000 LB10'
To 12' DIA
24,000 LB10"
To 12' DIA
A DUT-TO-OUT
5
6
B CENTER
-TO -CENTER
7 8
Top
2 Cradles
Bunk
Guide
Drlva
Flat Pit.
E.B.D.
D.D.
U.H.S.
Beam
per lift
Board
Cable
Poet
Swings
Shaft
Gear
Gear
Gear
Gear
Channel
I -Boom
(PT)
Size
Height
Slze
Motor
Motor
Motor
Motor
Size
Size
Carpeted
H.P.
H.P.
H.P.
H.P.
F4,5-000
2 Ea.
6'H x 4'W
t4)
(2 Ea.)
(2 Ea.)
(2 Ea.)
(2 Ea.)
4H z .15
x .29 .19
132/O
3/4 H.P.
3/4 H.P.
3/4 H.P.
1 H.P.
2W x .23
150' Lg.
x
4.03 WL/Un FL
5/16-
SST.
5
120/20A
240 10A
120/20A
240/10A
120/20A
240/10A
240/10A
a•
6'H x 4'W
(2 Ea.)
(2 Ea.)
(2 Ea.)
(2 Ea.)
7,000/
5H x .15
x
x .35 .21
x 144/O
1 Part
(5 Ea.)
1 H.P.
120/20A
1 H.P.
120/20A
1 H.P.
120/20A
1 1/2 H.P.
.25
150' L .
4.70 WL/Un Ft
2%a-xl44-
CARPETED
2- Solid
240/l0A
240/f0A
240/10A
240/1 OA
Ea
b"H x
(2 Ea.)
(2 Ea.)
(2 Ea.)
(2 Ea.)
10,000/
6- x .17
2.5 W
23
150/O
\
3/4 H.P.
3/4 H.P.
3/4 M.P.
1 H.P.
x .29
x
A
120/20A
120/20A
6.18 Wt.AJn FL
(4)
8061-TB
2
240/10A
240/10A
240/10A
Ea.
7H x .17
8'H x 5'W
x .41 .25
5/16"
ALUM.
g
(2 Ea.)
(2 Ea.)
13,000#
2.75 W
x 150/ O
1 H.P.
1 1/2 H.P.
x .29L
7.02 Wt./LIn Ft.
x .41 .25
SST.
2 Port
j
$
'd'
10A
(
1 H.P.-HD
(2 Ea.)
1 N.P.
240/10A
16.0000
7H x 210
3.5 W
3'x10'x144'
(2 EoJ
1 1/2 H.P.
x .300
150' L .
x 148�0
8.64 Wt./Lln Ft.
Carpeted
240/10A
N/A
240/10A
240/10A
a•
10"H x 6'W
(2 )
20,000/
BH x .25
3.75 W
x .41 .25
'x10'x168'
(4)
(6 Ea.)
i 1/2 M.P.
2
16641L ,
x 168` O
8.54 Wt/Lin Ft.
Carpeted
Carp
5/16-
SST.
t0
2' Solid
6061-T6
N/A
240/10A
o•
BH x .25
10'H x 6'W
x .52 .29
/
'x10'x1B2'
(2 Ea.)
24,0D0/
3.75 W
x 192 O
Carpeted
ALUM.
1 1/2 H.P.
x .41
192" La.
10.28 WL/Un Ft.
3 Part
240/10A
THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 6th EDITION 2017 FLORIDA BUILDING CODE.
NOTE:
THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF V,At- 180 MPH, VAss - 139 MPH (3 SEC. GUST) EXPOSURE 'D'
WITHOUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND
SPEEDS OF 1AjIt=90 MPH IN EXPOSURE 'C' OR 80 MPH IN EXPOSURE V.
OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Vasd 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
n 11710 AD TT'xIAxIT TA D[L/ntT no 0CPr1SIT1n1,I TW;7 CTRIIr1TIIPF OR PART TNCRI nIlRNINr Si1CN PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS
WARNING OR i
foad MAY BE I
D BY OTHERS:
THE PERMIT HOLDER. NO WARRANTY, EXPRESSED OR IMPLIED, IS
;N OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING
GHT TO TOP OF BOAT, B IS HORIZONTAL DIMENSION, AND S IS VERTICAL
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 INSTALLATION 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
ALL ANCHORS TO BE HILTI 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 DO 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 MEASUREMEN
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, et. al. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION & CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO
CERTIFICATION OR AFFIRMATIONS ARE INTENDED.
THIS SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS
VOID WITHOUT HURRICANE SEAL OVER NAME
NAME, JEFFERY C. FRIANT P.E. DATE:
ADDRESS, Reg. Florida No. PE0060974
CITY, STATE, ZIP,
-S P E O IA LT1i'[E N O IN E E R I N O
HURRICANE BOAT LIFTS SERV10E8 &SOLUT1011,118blO.
3301 S,E, Slater Street 18540 126th TERRACE N.
Stuart, Florida 34997 UUPITERPH; (561) 412 828778
(772)-781-2556 " "SESS-inc.corn
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