HomeMy WebLinkAboutDock PlanLOCATION MAP
PROJECT Z
SITE
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513
MIDWAY ROAD -
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North
PROPERTY OWNERS
RUTH DAILEY
4801 S. INDIAN RIVER DRIVE
FORT PIERCE, FL 34982 PURPOSE: TO CONSTRUCT A DOCK
- ADJACENT PROPERTY OWNERS DATUM: M.S.L.
1.) WILLIAM CURTISS IN. FORT PIERCE, FL
4751 S. INDIAN RIVER DRIVE AT: 4801 S. INDIAN RIVER DRIVE
FORT PIERCE, FL 34982 PARCEL ID NO.: 2436-331-0007-000-1
2.) JOHN WENZEL COUNTY OF: ST. LUCIE STATE: FL
4807 S. INDIAN RIVER DRIVE
FORT PIERCE, FIL 34982
16'-O" WIDTH OF DECKING -_.. -
15'-8" BETWEEN PILING
ar 11"
FASTEN 2X8 STRINGER TO 2X6
2 2%TO 2XB BENT FW
WITH (4) JI SS SCREWS
2X6 COMPOSITE OR PT DECKING
FASTETSGRE/ (2) /9%3" K CROSSING BUr Du
TT P
(11r GAP BETWEEN EACH BOARD
AFTER SHRINKAGE)..
17
2X4 PT STRINGERS
AT 24" FOR WOOD
AND 16" FOR
COMPOSITE
!,
\._2x10 PT BENTS (1 EACH
SIDE OF POST) /
®
FASTEN (2)® OW 0
THREADED WROD W//1 p} ROINp�
SS WASH IOICI ME
H
� .
_a7s TRIVIAL NAw
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- .0.S�A0.WLL NAw -
- �-
X-BRRMXNQ
FASTEN X-BRACE W/
2X PT BLOCKING BETWEONE EACH SIDE
a T.
Iff SS 7READED ROD W/
X-BRACING FASTENED W/
1 }" ROUND SS WASHER
1/2" SS THREADED ROD 11030" THICK HIGH
AND 1 }" ROUND SS DENSITYPOLYET HYU34E
WASHER PILE WRAP
DRILL THROUGH CAPROCK
AND EMBED PILES TO POINT
OF REFUSAL AND A MINIMUM
OF 6BELOW EXISTING
GRADE (M.)
COSTING BOTTOM
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16' X 6'
PLATFORM SECTION
SCALE: N.T.S.
4'-0" WIDTH OF DDECKING
3'-8" BETWEEN EOC S
2X8 COMPOSITE OR PT DECKING �B•�
FASTENED(2) /BX3' SS DECK
SCRE % AT EACH CROSSING 10' X 10'
(1/2• GAP BETWEEN EACH BOARD OBSERVATION AREA
AFTER SHRINKAG'E� -8" DIA PT BUTT PILES
FASTEN 2XB STRINGER TO 2X8 j -
W (2) /9X3" SS SCREWS, 1' 2X8 PT STRINGERS
FA 2X6 TO 2XS BENT
WITH (4) r9X3" SS SCREWS AT 24" FOR WOOD
AND i6 FOR
COMPOSITE
5' (TYP)
FASTEN W/ (2) 1/2" DIA. SS
®
THREADED ROD W/ 1 1-ROUND
® ®
SS WASHERS EACH SIDE
2X8 PT BENTS (1 EACH
L
®
SIDE OF POST)
®
2X PT BLOCKING BETWEEN
Tn
.......
.......
X-BRACING FASTENED W/
.
®
1/2" SS THREADED ROD
-.
AND 1 r ROUND SS
?..
WASHER
FASTEN X-BRACE W/
1/2' SS TREADED ROD W/
-
1 }" ROUND SS WASHER
-1. ILWL NAw
2X8 PT X-BRACING ONE
....
EACH SIDE
B.030" THICK HIGH
DENSITY POLYETHYLENE
PILE WRAP
EMBED PILES TO A MINIMUM
6' DEPTH WITHIN CLEAN
SAND (TYP.). DRILL
THROUGH CAPROCK IF
.NECESSARY
4' WALKWAY SECTION
SCALE: N.T.S.
4' X 40'
WALKWAY SECTION OVER
SCALE: N.T.S.
NH
0
I
iN
STAIRS TO
SHORELINE AREA
6X6 PT POST 7'-0"
OC MAX (TYP)
2X6 PT TOP
2X6 PT INSIDE
6X6 PT POST 7'-0"
OC MAX (TYP)
6X6 PT POST 7'-0"
,..,,,.,... OC_MAX. (TYP)
DOCK PLAN
SCALE: N.T.S.
DPL6ATF0 M
IS SF
GENERAL NOTES:
1. STAGING OF EQUIPMENT AND MATERIALS
WILL BE ON THE LOT.
2.) THE CONTRACTOR WILL USE A 10'X20' BARGE AND
USE JETTING OF THE PILES.
3.) THE DOCK WILL USE 46 PILINGS.
4.) DOCK CONSTRUCTION IS ESTIMATED TO TAKE FIFTEEN
DAYS WITH 5 PILES A DAY AVERAGE.
5.) THE ONLY NOISE FACTORS WILL BE POSSIBLE
HAMMERING AND DRILL GUNS, NO PILE DRIVING OR
ROCK CRUSHING IS EXPECTED FOR THIS SITE.
6.) THE PROJECT WILLONLY BE COMPLETED DURING
DAYLIGHT HOURS.
7.) ONLY ONE BARGE WILL BE USED FOR THE
CONSTRUCTION OF THE SITE..
B.) A SPOTTER WILL BE USED TO PREVENT IMPACTS TO
SEA TURTLES, 'SMALLTOOTH SAWFISH, ETC.
USE JETTING OF THE PILES.
9.) MAXIMUM PILING SPACING IS 10 FEET.
10.) MEAN HIGH WATER LINE (0.73' N.A.V.D.) ESTABLISHED
THROUGH DOUGLAS THOMPSON
BUREAU OF SURVEYING & MAPPING 'FDEP'ON 2/8/95.
11.) DOCK TO AVOID MANGROVES AND ALL INDIGENOUS
WETLAND VEGETATION.
12.) NO SEAGRASSES ENCOUNTERED DURING SITE INVESTIGATK
PLATFORM TO BE CONSTRUCTED IN SANDY/MUDDY AREA
13.) ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH
LOCAL, STATE, & FEDERAL RULES, PERMIT
CONDITIONS OR EXEMPTIONS AS APPROPRIATE.
14.)TOTAL AREA OF THE DOCK IS: PLATFORM = 96 SF,
WALKWAY OVER WATER = 400 SF. WALKWAY OVER LAND
160 SF, OBSERVATION DECK = 100 SF. TOTAL DOCK
IS 756 SF (OVER WATER = 496 SF).
15.) CONSTRUCTION OF THE WALKWAY, DOLPHIN PILES &
BOAT LIFT SHALL BE FROM BARGE & LAND, ACCESS
AT LOT. THE PILES SHALL BE SHALL BE FROM BARGE
& LAND, ACCESS AT LOT. THE PILES SHALL BE
JETTED INTO PLACE, TURBIDITY WILL BE CONTROLLED
WITH TURBIDITY CLOTH OR BOOMS.
TOP OF BANK
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FILE COPY (Y
iXISTING GRADE o q o n�� !�
2 /�J�l /v�lj 5
e REVI WED FOR o
CODE COMPLIANCE o
ST. L CIE COUNTY
BOCC
G-8 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT
DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR
RELATED QUESTIONS, STAMP AND INITIAL ALL SHEETS PRIOR TO
SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR
REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN
D-4 SEISMIC: ZONE 0 REJECTION OF SUBMITTAL.
D-5 GEOTECHNICAL REPORT WOOD Q W
REQUIRED MAXIMUM POST LOAD TO A CAP POUNDS COMPRESSION. 1 WD-1 ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO Q> W
SEE NOTE FOR REQUIRED CAPACITY. PILES SHALL BE ARC *AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL,
INSTALLED TO A DEPTH TO ACHIEVE REQUIRED CAPACITY._ EDITION, AND THE "NATIONAL DESIGN SPECIFICATIONS" FOR WOOD Z J
CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE, Lh Y
GENERAL NOTECHAPTER 23. Q Q 0
S WD-2 ALL TIMBER TO PRESSURE TREATED (2.5CCA PILES), (0.40ACQ
G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START FRAMING) (n O
OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR WD-3 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR
STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. W
G-2 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING WD-4 ALL LUMBER NUMBER 1 GRADE AND SHALL BE SOUND, SEASONED, c
STRUCTURAL DESIGN CRITERIA FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE
DURING CONSTRUCTION. AND FREE FROM WARP. 00
D-1 CODES: - 2017 FLORIDA BUILDING CODE G-3 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE WD-5 ALL CONNECTION HARDWARE IN CONTACT WITH PRESSURE TREATED
REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WOOD SHALL BE 316 SERIES STAINLESS STEEL, ALL OTHER
WRITING FROM THE STRUCTURAL ENGINEER. CONNECTORS SHALL BE SUPPLIED BY SIMPSON STRONG -TIE CO.,
D-2 DESIGN DEAD LOADS: G-4 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF INC., OR APPROVED EQUIVALENT MANUFACTURER AND SHALL BE
SELFWEIGHT THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED 316 SERIES STAINLESS STEEL. USE EQUIVALENT MATERIALS FOR
DESIGN LIVE LOADS: ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, NAILS AND SCREWS AS FASTENER.
SINGLE FAMILY DOCKS 40 PSF ELECTRICAL, PLUMBING, DUCTWORK, ETC.) WD-7 FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE
WITH SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE
0-5 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE
D-3 ULTIMATE DESIGN WIND SPEED, Vult: 160 MPH (3 SECOND GUST) NOMINAL DESIGN WIND SPEED, Vult: 124 MPH (3 SECOND OUST) TYPICAL AND SHALL BE CONFASTENING SCHEDULES ARE MORE STRINGENT IN THESE PLANS.
CONSTRUED TO APPLY TO ANY SIMILAR ENGINEER CERTIFlCA110N
RISK CATEGORY: I SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE WD-8 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN
DETAIL IS SHOWN. ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. ❑ WDAHBiTfu
W. 4E
WIND EXPOSURE CATEGORY: D 4R
HEIGHT, H: 5.0 FT G-6 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE. LATTICE FRAMEWORK (CLEAR WIND FLOW) ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. DEEP FOUNDATION 396„NET FORCE COEFFICIENT: CN = VARIES 1.3 TO 1.8 WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT. THE fCONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE DF-1 PILES SHALL BE 95ASSUMPTIONS: ARCHITECT/ENGINEER. PRESSURE TREATED 8" OR 10" DIA BUR PILES (2.5CCA)
A. BUILDING IS ASSUMED TO BE A LATTICE FRAMEWORK STRUCTURE G-7 THE ENGINEER SHALL NOT RESPONSIBLE FOR LAYOUT, DF-2 ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
AS DEFINED BY ASCE 7-10 DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE
REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND FOLLOWING CAPACITIES:
C. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN V 1.7 K KIPS COMPRESSION
SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE I' 0.50 KIPS LATERAL
MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO
COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS. ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND DF-3 CONTRACTOR TO REVIEW GEOTECHNICAL REPORT FOR CONSTRUCTION, �Y ,
INSTALL A COMPLETE STRUCTURE. LENGTH, INSPECTION, AND TESTING REQUIREMENTS FOR PILES
PROJECT NO.
20-018A