HomeMy WebLinkAboutPlot PlanMANMADECANAL
WATERBODY WIDTH
74'2
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--'NOTES"•
- PROPOSED WORK IS TO CONSTRUCT A 232t SO. FT. DOCK AND INSTALL AN ELEVATOR BOAT LIFT (BOAT LIFT BY OTHERS)
-ALL DOCK PILES 8'0 MARINE PILES AND BOAT LIFT PILES PER MANUFACTURER SPECIFICATIONS —MIN. PENETRATION 8' INTO CANAL BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
- ALL HARDWARE TO BE SS AND ALL LUMBER TO. BE P.T.
- DOCK IS NOT STRUCTURALLY ATTACHED TO SEAWALL O' 5'
-DECK DESIGN LOADS TO MEET 2017 FBC: �
WIND LOAD AS PER
EX
POSURE
IMPORTANCE FACTOR S;0ASCE 7-10 SPEED =170MPH ` ``„`pp
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Services, Inc.
1901 SIN Yellowtail Avenue
Port Saint Lucie, FL 34953-
OVERALL PLAN VIEW
Debra Joseph
10851 S Ocean Drive, Lot
Jensen Beach, Florida
PCN# 4511-810.0114-000-0
Phone: 772-215-3997 Fax:772-679.4520
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1"X 6" PVC OR
COMPOSITE DECKING
(2) 2• X 8- P.T CROSS -TIE 2- X 8• P.T. (.40 ACO) STRINGERS
16- O.C. (MAX)
CENTER STRINGERS TOE NAILED WITH SS
RINGSHANK NAILS
8' 0 BELOW DECK.
MARINE PILES 21 X 8' P.T CROSS -TIE
18'
(2) 5/8- SS THRU BOLT.
(TYP) PER PILE 8' O.C.
(TYP)
8'
3'
IT
EXISTING CONCRETE SEAWALL CAP
30'
"'NOTES"'
-ALL 8'0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO CANAL BOTTOM
0, 2.5' 5'
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
DECKING NOT ALL SHOWNFOR
-DECKIN IS ATTACHED WITH#10 SS DECK SCREW X 3
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Environmental
DOCKSE
PLAN VIEW DETAIL
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7905 ell vices, Inc.
Debra Joseph
10851 SAcean Drive, Lot 107
Jensen Beach, Florida
Port Saint Lucie, FL 34953
PCN#4511-810-0114-000-0
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Phone: 772-2153997 Fax: 772-879.4520
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COM 0JITE DECKING
EXISTING
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2' X 8' P.T. CROSS -TIE
2• X 8• P.T. (.40 ACO) STRINGERS
CENTER STRINGERS TOE NAILED WITH SS —
RINGSHANK NAILS
8° 0 BELOW DECK
MARINE PILES
(2) 5/8• SS THRU BOLT_
___ LTY2j PER PILE___
SUBSTRATE
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VARIES
•••NOTES• .
- ALL 8'0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO CANAL BOTTOM
0' 2' 4'
OR AS NECESSRYTO PROVIDE ADEQUATE BEARING STABILITY
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DECK AND BELOW TO BE GRADE 304(OR BETTER) SS -ALL HARDWARE ON HEE
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Debra Joseph
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1901 SW Yellowtail Avenue
10851 S. Ocean Drive, Lot 107
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Port saint Lucie, FL 34953
Jensen Beach,. Florida
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PCN#4511-810-0114-000-0
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(2) 519" SS THRU BOLT
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COMPOSITE DECKING
2• X 8• P.T. (.40 ACO) STRINGERS
CENTER STRINGERS TOE NAILED
WITH SS RINGSHANK NAILS
2' X 8' P.T. CROSS -TIE
8" 0 BELOW DECK
MARINE PILES
3' ►j
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SUBSTRATE
VARIES
"'NOTES"
- ALL 8°0 MARINE DOCK PILES - MIN. PENETRATION V INTO CANAL BOTTOM
OR AS.NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
-DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3- (2 SCREWS PER STRINGER -MIN)
-ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS
3-FOOT
Environmental CROSS SECTION VIEW
►5 ervices, Inc. Debra Joseph
19D1 SW Yellowtail Avenue 10851 S Ocean Drive, Lot 107,
Port Saint Lucie, FL 34953 Jensen Beach,, Florida
PCN# 4511-810.0114-000-0
Phone: 772-2153997 Fax:772-9794520
www.dlsenvironmentalsemices.com scn
1" = 2'
MLW
0' 1' 2'
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ENGINEERING REVIEW.
BOAT LIFT MOUNTING BRACKETS AND
SPECIFIED MOUNTING HARDWARE COMPLY
WITH WIND LOAD REQUIREMENTS THE 6TH EDITION (2017) FLORIDA BUILDI
CODE, PER ASCE 7-10, AND PER DESIi
LOAD REQUIREMENTS OF THE 20
EDITION ALUMINUM ASSOCIATION
ALUMINUM DESIGN MANUA
MOUNTING BRACKETS INSTALLED P
HI -TIDE INSTRUCTIONS, WILL EXCE
ULTIMATE DESIGN WIND SPEED OF 180 M
(EXPOSURE CATEGORY C OR
BOATS ARE TO BE REMOVED FROM SO
LIFTS PRIOR TO A MAJOR WIND EVE,
PILIN s'
PILING PENETRATION TO BE 10'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA,
SUB -SURFACE CONDITIONS CAN
VARY GREATLY, THE
CONTRACTOR SHALL VERIFY ALL
PILE CAPACITIES TO COMPLY
WITH FBC 2017. ALL PILINGS TO
BE 10" MINIMUM
DIAMETER 2.5 C.C.A
PRESSURE TREATED WOOD,
PRE -STRESSED CONCRETE OR
COMPARABLE EQUIVALENT.
SEAWALL
THE CONTRACTOR SHALL VERIFY
SEAWALL CAPACITIES TO COMPLY
W I T H F B C 2 0 1 7.
ELECTRICAL REVIEW. X2 ELECTRI
3/4 HP ELECTRIC MOTOR 1-1/2 HP
10.8 AMPS ® 115V EACH -- AMPS
5.4 AMPS ® 230V EACH 9.6 AMPS
QUANTITY: 2 QUANTITY:
TOTAL WATTS 2484 TOTAL WAT
NOTE TO EXAMINER:
THIS CER77FIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BI�po
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ROGER BASER
P.E. NO. 4JB55
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR. STUART, FL J4994
PILING MOUNTING
MINIMUM (2) 5/8" DIA THREADED
ROD PER MOUNT REQUIRED FOR MOUNTING
ALTERNATE SEAWALL MOUNTING
MINIMUM (2) 5/8" DIA ANCHORS
REQUIRED FOR MOUNTING
10,000 LB. ALUMINUM ELEVATOR j
BOATLIFTS AND MARINE PRODUCTS
ALUMINUM ELEVATOR X2 (2017 FB�0 4050 SELVITZ ROAD
FORT PIERCE, FL .hi-t
R. HIDE SCALE: NTS DATE: 1/2/18 REV 1-800-544-0735 www.hi-fide.com