HomeMy WebLinkAboutDock & Boatlift Layoutq3� r,4\/QCWED FOR
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W • • O • • / f/ �O RESOURCE OBSERVATION PERFORMED BY MORGAN E
• • • • i, ESQAC LOUDON ON 12/14/20
BARREN BOTTOM - -
�h� THROUGHOUT PROJECT AREA
(SAND TOP LAYER AND ROCK BOTTOM TYPE THROUGHOUT)
PROPOSED LAYOUT SCOPE: REMOVE EXISTING PILES. NSTALL NEW I
WITH GRATED DECKING, HANDRAIL, AND SAFETY LADDER. INSTALL 16K
A/ ,�o°°% 4-POST BOATLIFT.
PROJECT INFORMATION:
add&:
PROPOSED DOCK: 218 SF
PROPOSED DOCK WI77�
GRATED DECKING.
�
OWNER WILL SPECIFY EXACT BOATLIFT
HANDRAIL AS INDICATED.
(APPROXIMATION NOTED ON
LADDER As wDICATED.LOCATION
PLANS�
PROPOSED 16K4-POST
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DESIGN C014SULTANT
PROJECT INFORMATION:
LOUDON&ASSOCIATES, LLC.
PO BOX 1138
PROPOSED DOCK AND BOATLIFT LAYOUT
H NETTLESBLVD.
54 NETTLES BLVD.
PORT SALERNO, FL 34992
JENSEN BEACH, FL 34957
(772) 223-0105 OFFICE
SCALE:1" = 10'
P.I.: 4502-501-0240-000-5
I
PROJECT INFORMATION:
PROPOSED DOCK: 1 218 SF
OWNER WILL SPECIFY EXACT BOATLIFT
LOCATION (APPROXIMATION NOTED ON
PLANS
LOUDON & ASSOCIATES, LLC.
PO BOX 1138
PORT SALERNO, FL 34992
(772) 223-0105 OFFICE
RESOURCE OBSERVATION PERFORMED BY MORGAN E.
LOUDON ON 12/14/20
BARREN BOTTOM -
THROUGHOUT PROJECT AREA
(SAND TOP LAYER AND ROCK BOTTOM TYPE THROUGHOUT)
PROPOSED LAYOUT SCOPE: REMOVE EXISTING PILES. NSTALL NEW DOCK
WITH GRATED DECKING, HANDRAIL, AND SAFETY LADDER. INSTALL 16K
4-POST BOATLIFT.
DOCK & BOATLIFT SECTION
PROPOSED DOCK
(LENGTHS AND WIDTHS VARY)
PROPOSED16K
4-POST BOATLIFT
SILT OR MUCK DOES
NOT CONSTITUTE FIRM
MATERIAL
EXISTING
SEAWALL
MHW -0.36
MLW..(-1.35)........
PROPOSED DOCK AND BOATLIFT LAYOUT
SCALE: 1" =10'
W
1►1
E
S
• No. 43855
or
STATE OF ` � � 1
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PROJECT INFORMATION:
HURD RESIDENCE
54 NETTLES BLVD.
JENSEN BEACH, FL 34957
P.I .: 4502-501-0240-000-5
A*ir ► '3 3
1) CODE: 2020 FLORIDA BUILDING CODE
2) EXPOSURE C, RISK CATEGORY 1
3) V (ALT)DESIGN WIND SPEED 160 MPH, OPEN
Pnet = -50 PSF
4) UNIFORM LIVE LOAD = +/-40 PSF, DEAD = +10PSF, POINT LOAD 300#
5) THE PURPOSE OF THESE SPECIFICATIONS IS TO DEFINE UNIFORM
CONSTRUCTION STANDARDS IN TERMS OF BOTH GEOMETRY (LENGTH, WIDTH,
AND HEIGHT) AND CONSTRUCTION PRACTICE (MATERIALS USED AND HOW THEY
ARE INSTALLED).
a) PILINGS: PILES TO BE 8" MARINE TREAT
b) CROSSTIES: EXTENDED 3" BEYOND PILE CENTERLINE, NOT TO PROJECT
BEYOND EXPOSED EDGE OF PILE, 2X8 SYP 40 AC PT, 5' 304 SS BOLT OR ALL
THREAD TO PILE
c) STRINGERS: STRINGERS (MAX 18" OF), 2 INTERMEDIATE STRINGERS REQUIRED.
EXTERIOR EDGE OF PILING SHALL BE A MINIMUM OF 2" OUTSIDE ANY CROSSTIE,
STRINGER, OR DECK BOARD. EXTERIOR STRINGER BOLT TO PILE AS CROSSTIES,
2X8 SYP 40 ACQ PT
d) DECK: INSTALL GRATED DECKING USING #10 SS (304) SCREWS, 2 PER
DECK/STRINGER INTERSECTION. 2X6 DECK PLANK #1 GRADE 40 ACQ PT. DECKING
SUBSTITUTION TO MARINE GRADE COMPOSITE APPROVED.
6) CENTER STRINGERS TO NAILED WITH (2) #16 SS RING SHANK NAILS AT EACH
BENT -INTERSECTION. OUTSIDE STRINGERS FACE NAILED FOR FLUSH
APPEARANCE AND ALIGNED WITH EDGE FASTENING OF DECK NOT TO EXCEED 18"
CENTER TO CENTER
LOUDON & ASSOCIATES, LLC.
PO BOX 1138
PORT SALERNO, FL 34992
(772) 223-0105 OFFICE
RESOURCE OBSERVATION PERFORMED BY MORGAN E.
LOUDON ON 12/14/20
BARREN BOTTOM
THROUGHOUT PROJECT AREA
(SAND TOP LAYER AND ROCK BOTTOM TYPE THROUGHOUT)
PROPOSED LAYOUT SCOPE: REMOVE EXISTING PILES. INSTALL NEW DOCK
WITH GRATED DECKING, HANDRAIL, AND SAFETY LADDER. INSTALL 16K
4-POST BOATLIFT.
PROJECT INFORMATION:
PROPOSED DOCK: T 218 SF
CONSTRUCTION PLANS
OWNER WILL SPECIFY EXACT BOATLIFT
LOCATION (APPROXIMATION NOTED ON
PLANS
O��R N eq F���
-Fi& 43 -55
+STATE OF-=
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PROJECT INFORMATION:
HURD RESIDENCE
54 NETTLES BLVD.
JENSEN BEACH, FL 34957
P.1.: 4502-501-0240-000-5
1 0
HURRICANE BOAT LIFTS
CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS
kr�
301
Stainless Steel Piing Mount Bracket
With 2-3/8' Bails Connecting The
Bracket To The Assembly.
2-3/8'xr Stainless Steel Lag Bolts
Into The Side Of Piling
l 111110 r TdUL,
CT DRIVE
)PTION
9
U.H.S.
DIRECT DRIVE
OPTION
PILM SPACM
Uft
RECOMMENDED
CAPACITY
A
B
P&ING SIZES
4,500 LB
150'
132'
W To 10' DIA
7.000 LB
ISW
14e
8' To 10' DIA
Ping Penetration
10.000 LB
150'
15W
9' To 10' DIA
To Be 10' Into The
13.000 LB
ISW
180'
9' To 10' DIA
Send Bottom Or 5'
16,000 LB
ISW
168'
9' To 10' DIA
Into The Rork Strata
20.Goo LB
168'
168'
10' To 12' DIA
Recommend
24,000 LB
192"
192'DIA
a Pllm
A aB-Ta-OUT B CENTER-m-COM
Uft
Top
Beam
2 Cradles
pa IIH
Bunk
Been!
Cable
Culda
Posl
Bearin a
g
1Mnd®r
D.D.
Gear
U.H.S.
Reu
C.P.
ChannelI_Beam
Sue
Sixe
(SID )
Size
Haiht
g
Sim
Motor
H.P.
Motu
H.P.
4 500/
4H x .15
x .291.19
(4)
3 4EH P.
(2 Ea.)
2W Y . 23Lq.
150' Lg.
x 132 O
4J)J WL/Lln FL
5�6,
SST.
5
120/20A
240/10A
a.
5N z .IS
6'11 ■ 4'W
x .35 21
( 2 Ea.)
(2 Ea.)
7.000/
r226
Y 144/O
1 Pal
(5 Ea.)
120/20A
1 1/2 H.P.
ISW L
4.70 WL/LN FL
2'Y8'Y144'
PT
2, SdW
376' DIA
SDLID
LUMINUM
240/10A
240/10A
10.000/
6H Y 17
23 W
0'!1 Y 5'W
(2 Ea.)
3/4 H.P.
(2 Ea.)
z .29
150' L
Y 150/O
6.18 Wt./Un Ft.
Carpeted
(4)
5/18'
6'—B'
60M_U
ALUM.
WINDER
120/20A
2 OA
1 N.P.
240/10A
e.
2.75
8'H Y 5'W
Y ,41(.25
(2 Ea.)
13,0001
W7
x
1 1/2 H.P.
.29
150'
.
702 WL/LY1 FL
857.
2 Port
(2 Ea.)
240/10A
10
Y OH x6'W
41/.25
•APT 1µ'
(2 Ea.)
18,000/
3.5 W
x tli8 O
1 H.P.
1 1/2 H.P.
1r�:�
&84 WLAin FL
rp ed
240/I0A
240AOA
o.
811 z .25
1" x 6'W
x .41 .25
1
J'x10'Y188'
PT
(4)
(6 E.
(2 Ea.)
20,000/
3.75 W
x .41
168 O
Wood
10'
3.5' DIA.
1 1/2 H.P.
/2
16.4 l .
&64 WL/Lk1 FL
Carpeted
5/I6'
S8L
2' Solid
6081—TB
SDLID
ALUHINUM
2 VOA
8H Y 25
YOM x 6'W
3'Y10'Y192'
(2 Ea.)
24,000d
y741W
z 182/O�
AIUM.
WINDER
1 1/2 H.P.
192' L
10.28 WL/Un Ft.
Carpeted
3 Part
240/10A
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 VMTH WIND SPEEDS OF V,n= 180 MPH, Viso = 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 Vull=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
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
HEIGHT TO TOP
OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT
PREPARED AS A GENERAL NON —SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE
1D WITH G-0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC
AY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF
S THIS IS NOT A SITE SPECIFIC DRAVANG, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE.
WELD USING 5556 FILLER ALLOY: ALL WELDING MUST CONFORM TO RISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND
IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
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.
WEIGHT) ALUMINUM 7EmBi'IsR(0.30CONTACT
mm) MIN. TOTAL THICKNESS INWOOD
ACCO DANCE WITH CURRENT FLORIDA BUILDING BITUMINOUS
CODE. ALL WELDS PERFLORIDAETAPE BUIILDINGHMW CODE (ULTRA HIGH MOLECULAR
SPECIALTY ENGINEERING SERVICES & SOLUTIONS INC. HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLED DATA AND MEASUREMENTS.
SPECIALTY ENGINEERING SERVICES & SOLUTIONS INC. SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
'EUALTY ENGINEER SERVICES & SOLUTIONS. SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
[OR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
IGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR at. al. INDEMNIFIES & SAVES
IRMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION & CONSTRUCTION
'ACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO
�RTIFICATION OR AFFIRMATIONS ARE INTENDED. 11111111
THIS SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS
`V01 WITHOUT H gRICANE SEAL OVER NAME `\`�\ �� / ���/
NAM FA 1 (//T` ¢K E�— DATE:
ADDRESSI u . oR�g`'Gie
CITY TAT-E1 ZIPI .. •. Y l
HURRICANE BOAT LIFTS, =®,5514i
3301 S.E. Sinter Street B&B Engineeringy ; �C
2237 Woods
Stuart, Florida 34997 1-P
(772)-781-2556 Orlando, FL
3813°
- STATE OF
Fax (772)-781-4854 �i'4�••. ,c, _ _.nP .® j4- `Z