HomeMy WebLinkAboutDock PlanGENERAL NOTES: k "�
1.) STAGING OF EQUIPMEN'i AND MATERIALS 12.) NO SEAGRASSES ENCOUNTERED DURING SITE INVESTIGATION.-
WILL BE ON THE LOT. PLATFORM TO BE CONSTRUCTED IN SANDY/MUDDY AREA
2.) THE CONTRACTOR WILL USE A 10'X20' BARGE AND 13.)ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH -
USE JETTING OF THE PILES. , :LOCAL, STATE, & FEDERAL RULES, PERMIT
�.) THE DOCK WILL USE 64: PILINGS. CONDITIONS OR EXEMPTIONS AS APPROPRIATE.
4.) DOCK CONSTRUCTION IS ESTIMATED TO TAKE FIFTEEN 14•) TOTAL AREA OF THE DOCK IS: PLATFORM = .144 SF.
DAYS WITH 5 PILES A DAY AVERAGE. WALKWAY OVER WATER = 800 SF. WALKWAY OVER LAND.
5.) THE ONLY, NOISE FACTORS WILL BE POSSIBLE = 160 SF. TOTAL DOCK IS 1,104 SF (OVER WATER = 944 SF). n
HAMMERING AND DRILL GUNS. NO PILE DRIVING OR 15.) CONSTRUCTION OF THE WALKWAY, DOLPHIN PILES &
ROCK CRUSHING IS EXPECTED FOR THIS SITE. BOAT LIFT SHALL BE FROM BARGE & LAND, ACCESS
AT LOT. THE PILES SHALL BE SHALL @E FROM BARGE
6.) THE PROJECT WILL ONLY BE COMPLETED DURING -& LAND, ACCESS AT LOT. THE PILES §HALL BE
.DAYLIGHT HOURS. JETTED INTO PLACE, TURBIDITY WILL BE CONTROLLED 12' X 12'
7.) ONLY ONE BARGE WILL BE USED FOR THE WITH TURBIDITY CLOTH OR BOOMS. PLATFOR 11
CONSTRUCTION OF THE SITE. (144 SF� _ ja
8.) A SPOTTER WILL BE USED TO PREVENT IMPACTS TO
SEA TURTLES, SMALLTOOTH SAWFISH, ETC.
USE JETTING OF THE PILES. I. 4' 4'
9.) MAXIMUM PILING SPACING IS 10 FEET.
10.) MEAN HIGH WATER LINE (0.73' N.A.V.D.) ESTABLISHED
DOUGLASUREAUHOF SURVEYINGGMPSON & MAPPING 'FDEP' ON 2/8/95. 4
11.) DOCK TO AVOID MANGROVES AND ALL INDIGENOUS
WETLAND VEGETATION.
II--_4'-0• WIDTH OF DECKING
I 3'-8• BETWEEN PILINGS
2x6 COMPOSITE OR PT DECKING r� 4,-O• B• DOCK PLAN
FASTENED MDECK
SCREWSWS AT AT EACHACH CROSSING
(1/2' GAP BETWEEN EACH BOARD SCALE: N.T.S. 41 6X6 PT
AFTER SHRINKAGE) 8• DIA PT BUTT PILES nl OC
FASTEN 2X8 STRINGER TO 2X8 2XB BENT h -
W 2) N92X68X3" SS SCREWS, 2X8 PT STRINGERS
F TO AT 2P' FOR WOOD
WITH (4) i9X3' SS SCREWS AND 16" FOR
COMPOSITE
6' (TYP)
FASTEN W/ (2) 1/2• DIA. SS
® THREADED ROD W/ 1 #" ROUND
® ® SS WASHERS EACH SIDE
2x8 PT BENTS (1 EACH 2p?
SIDE OF POST) WALKWAY
2X PT BLOCKING BETWEEN WATER
X-BRACING FASTENED W/ OVER00 SF)
1/2' SS THREADED Roo 40' X 4'
AND I }• ROUND SS WALKWAY
WASHER OVERLA ,D
IN FASTEN X-BRACE W/ 160 SF
1 /2• SS TREADED ROD W/
-My imill. Elm ROUND SS WASHER
-1. MLIL NAVD ._2X8 PT X-BRACING ONE
EACH SIDE
0.030" THICK HIGH
DENSITY POLYETHYLENE
PILE WRAP' 10
EMBED PILES TO A MINIMUM
6' DEPTH WITHIN CLEAN '..
SAND (TYP.). DRILL
THROUGH CAPROCK IF
NECESSARY
/\//
4 WALKWAY SECTION
SCALE: N.T.S.
LOCATION MAP
MIDWAY ROAD
North
PROJECT
SITE
PROPERTY OWNERS
_DWARD KLINE
5003 S. INDIAN RIVER DRIVE
FORT PIERCE, FL 34982
ADJACENT PROPERTY OWNERS
1.) ROLANDO MELJEM
5001 S. INDIAN RIVER DRIVE
FORT PIERCE, FL 34982
J ROBERT ESSAY
5005 S. INDIAN RIVER DRIVE
FORT PIERCE, FL 34982
PURPOSE TO CONSTRUCT A DOCK
DATUM: M.S.L.
IN: FORT PIERCE, FL
AT: 5003 S. INDIAN RIVER DRIVE
PARCEL ID NO.: 3401-602-0001-01C
COUNTY OF: ST. LUCIE STATE:
4' X 40'
WALKWAY SECTION OVER LAND
SCALE: N.T.S.
12'-0• WIDTH OF DECKw6 --
it'-8' BETWEEN PILINGS— - -
FASTEN 2X8 STRINGER TO 2X6 2x5 COMPOSITE OR PT DECKING
W (2) ¢BX3" 58 5(XtEWS, F,ISTENS / (2) mcr SS DEC( 8• DIA PT
CREWS AT EACH CROSSING BUTT PILES
FAS1Ef1 2X6 TO 2X8 BENT
PATH (4) /9X3• SS SCREWS ('1/2" GAP BETWEEN EACH BOARD
AFTER SHRINKAGE)
h 2X8 PT STRINGERS
OR WDOD-,
AT 24 FO
AND 18" FOR
- COIPOSITE
®
\�200 PT OEM
} WE OF POS'h (1 FACT
IIITIINEAOED
FASTEN W� w i�OUIIDIF
SS WABIU SIDE
�y
-073' WWL NAVD_
-1NAVD
2X8 PT
FASTEN X-BRACE W/
X-BRACING
2X PT BLCNG BETWEEN EACH SIDE
Y(I
1/M 55 TREADED ROD W/
1 r ROUND 4S WASHER
X-11RACNG FASTENED W/
1/2' SS THREADED ROD 0.030" THICK HIGH -.
AND 1 >)" ROUND SS DENSITY POLYETHYLENE
WASHER PEE WRAP
DRILL THROUGH CAPROCK
AND EMBED PILES TO POINT
OF REFUSAL AND A MINIMUM
OF 6' BELOW LISTING
I� I. BOl'EON:
GRADE (TYP.)
\X/
12' X
12'1'
PLATFORM
SECTION
SCALE: N.T.S.
4-lL8jC0Ry
a I'ZKI
R I WED FOR
CODE COMPLIANCE
ST. L CIE COUNTY
BOCC 11-714
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
REJECTION OF SUBMITTAL.
D-4 SEISMIC: ZONE 0
D-5 GEOTECHNICAL REPORT
WOOD
REQUIRED MAXIMUM POST LOAD 1700 POUNDS COMPRESSION.
WD-1 ALL WOOD CONSTRUCTION AND CONNECTIONS. SHALL CONFORM TO
SEE NOTE DF-2 FOR REQUIRED CAPACITY. PILES SHALL BE
ARC "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL,
INSTALLED TO A DEPTH TO A611EVE REQUIRED CAPACITY
EDITION, AND THE "NATIONAL DESIGN SPECIFICATIONS" FOR WOOD
CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE,
CHAPTER 23.
GENERAL NOTES
WD-2 ALL TIMBER TO PRESSURE TREATED (2.5CCA PILES), (0.40ACQ
FRAMING)
G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START
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.
G-2 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING
WD-4 ALL LUMBER NUMBER i GRADE AND SHALL BE SOUND, SEASONED,
FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE
AND FREE FROM WARP.
STRUCTURAL RA DESIGN RIT RA
DURING CONSTRUCTION.
G-3 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE
WD-5 ALL CONNECTION HARDWARE IN CONTACT WITH PRESSURE TREATED
D-1 CODES: - 2017 FLORIDA BUILDING CODE
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.,
INC.,OR APPROVED EQUIVALENT MANUFACTURER AND SHALL BE
D-2 DESIGN DEAD LOADS:
0-4 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF
316 SERIES STAINLESS STEEL. USE EQUIVALENT MATERIALS FOR
SELFWEIGHT
THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED
NAILS AND SCREWS AS FASTENER.
DESIGN LIVE LOADS:
ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL,
SINGLE FAMILY DOCKS 40 PSF
ELECTRICAL, PLUMBING, DUCTWORK, ETC.)
WO-7 FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE
WITH SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE
G-5 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE
FASTENING SCHEDULES ARE MORE STRINGENT IN THESE PLANS.
D-3 ULTIMATE DESIGN WIND SPEED, Vult: 160 MPH (3 SECOND GUST)
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR
NOMINAL DESIGN WIND SPEED, Vult: 124 MPH (3 SECOND GUST)
SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE
WD_8 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN
RISK CATEGORY: I
DETAIL IS SHOWN.
ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS.
WIND EXPOSURE CATEGORY: D -
HEIGHT, H: 5.0 Fr
G-6 THE INTENTION OF THE PLANS AIJD SPECIFICATIONS IS TO PROVIDE
DEEP FOUNDATION
LATTICE FRAMEWORK (CLEAR WIND. FLOW)
ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE.
NET FORCE COEFFICIENT: CN = VARIES 1.3 TO 1.8
WHEN SPECIFIC INFORMATION IS ,MISSING OR IS IN CONFLICT. THE
CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE
DF-1 PILES SHALL BE
PRESSURE TREATED 8" OR 10' DIA BUTT PILES (2.5CCA)
ARCHITECT/ENGINEER.
ASSUMPTIONS:
DF-2 ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE.
A. BUILDING IS ASSUMED TO BE A LATTICE FRAMEWORK STRUCTURE
G-7 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT,
RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE
AS DEFINED BY ASCE 7-10
DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM Nt
FOLLOWING CAPACITIES
REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECiTMN AND
1.7 K KIPS COMPRESSION
C. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION
.SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCE@ IN
0.50 KIPS LATERAL
SPECIFiCATI0N5 AND INSPECTIONS REQUIRED TO COMPLY WITH
WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEV@E -
MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF
CONTRACTOR NOR SUBCONTRACT' RS FROM THEIR RESPONSI BNL%TlH TO
ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND
DF-3 CONTRACTOR TO REVIEW GEOTECHNICAL REPORT FOR CONSTRUCTION,
COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS.
INSTALL A COMPLETE STRUCTURE.
LENGTH, INSPECTION, AND TESTING REQUIREMENTS FOR PILES.
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1. REG MC` 4704t - -
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. NO 555� /
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PROJECT N0.
20-173