Attachment_A_-_Structual_Plans_Specification-_LeRoy_Wright_Park.pdf
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- Solicitation number
- B-6-25-53
- Issued by
- Brevard County, Florida
About this file
The documents are structural engineering plans for the LeRoy Wright Recreation Area in Brevard County, Florida, prepared by MK Structural Engineering, dated May 15, 2023, for a project involving the installation of two floating docks and associated infrastructure. The plans detail the construction of two 8'x30' floating docks with aluminum gangways, each equipped with aluminum handrails, and connected to new fixed wood decks. The project involves maintaining the existing concrete boat ramp, light pole, monofilament recycling station, and park signage while upgrading the dock and access infrastructure.
The structural plans provide comprehensive technical specifications for the dock construction, including detailed sections showing piling requirements, wood decking materials (pressure-treated wood), stringer spacing, rail configurations, and mounting details. The documents specify the use of stainless steel fasteners, 8" diameter pressure-treated wood pilings, and aluminum grating for the floating docks. The project is located in Section 25, Township 24 South, Range 34 East, with a permit set dated September 3, 2024, indicating a planned construction timeline. The engineering drawings include precise measurements, material specifications, and installation guidelines to ensure structural integrity and compliance with local building standards.
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Text version
EXISTING BOAT RAMP
8'x30' FLOATING DOCK
ALUMINUM GANGWAY
ALUMINUM HANDRAIL
EAST NEW FIXED WOOD DECK
SEE SHEETS S-3 FOR FRAMING PLAN
TOP OF WATER
ELEVATION = 12.02'
(NAVD88) ON 1/18/2024
AT 12:55 PM
EXISTING CONCRETE
BOAT RAMP TO REMAIN
8'x30' FLOATING DOCK
ALUMINUM GANGWAY
ALUMINUM HANDRAIL
WEST NEW FIXED WOOD DECK
SEE SHEETS S-2 FOR FRAMING PLAN
CONCRETE LIGHT POLE TO REMAIN
MONOFILAMENT RECYCLING
STATION TO REMAIN
INFORMATIONAL SIGN TO REMAIN
PARK SIGN TO REMAIN
EDGE OF PAVEMENT
TOP OF BANK
TOE OF SLOPE
TOP OF BANK
TOE OF SLOPE
LEROY WRIGHT RECREATION AREA PLOT PLAN
FLOATING TURBIDITY
BARRIER
S1
STRUCTURAL
NOTES,AND
PLOT PLAN
Michael A. Kalajian
FL. REG. NO. #60133
DATE: MAY 15, 2023
revisions
Registered Engineer:
Registered Engineer License:
sheet number
MAK
by MK Structural Engineering, LLC. all rights reserved.
WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36" scale drawn by: checked by:
item description date seal/signature dateissued for project number
LEROY WRIGHT
RECREATION
AREA
24-210
SECTION 25, TOWNSHIP 24 SOUTH,
RANGE 34 EAST BREVARD COUNTY, FL
09/03/2024PERMIT SET
MK STRUCTURAL ENGINEERING
587 WEST EAU GALLIE BLVD
SUITE 201
MELBOURNE, FL 32935
P: 321.600.0672 OR 321.574.2702
www.mkstructural.com
Certificate of Authorization#:
CA 27800
This document is the property of MK Structural Engineering.
MK Structural Engineering retains all rights therein, including copyrights. It is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. It may only be used in a manner consistent with MK Structural Engineering's rights while MK Structural Engineering is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, MK Structural Engineering. Unauthorized use will be prosecuted pursuant to the copyright laws.
sheet title
AS NOTED
Michael A. Kalajian
PE 60133
MAK
SCALE:
" = 1'-0"
0 3'-0"2'-0"1'-0"
SCALE:
" = 1'-0"
0 4'-0"2'-0"1'-0"
SCALE:
" = 1'-0"
0 8'-0"4'-0"2'-0"
SCALE:
" = 1'-0"
0 16'-0"8'-0"4'-0"
STRUCTURAL NOTES
D-1 CODES: - 8th EDITION FLORIDA BUILDING CODE (2023)
- ASCE 7-22 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"
D-2 DESIGN LIVE LOADS:
DECK 60 PSF
D-3 DESIGN WIND SPEED: Vult = 160 MPH (3 SECOND GUST) PER FIGURE 1609.3(1)
Vasd = 124 MPH PER
SECTION 1609.3.1
RISK CATEGORY II ( PER TABLE 1604.5)
SURFACE ROUGHNESS: D PER SECTION 1609.4
WIND EXPOSURE CATEGORY: D PER SECTION 1609.4
D-4 GEOTECHNICAL REPORT
NO REPORT PROVIDED.
D-5 ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS AND SPECIFICATIONS OF THESE CODES AND THEIR REFERENCED STANDARDS, AND ALL OTHER APPLICABLE
FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND LAWS.
DESIGN CRITERIA
G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO
PROCEEDING WITH WORK.
G-2 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER.
GENERAL NOTES
T-1 ALL WOOD FRAMING, WORKMANSHIP AND MATERIALS SHALL CONFORM WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW:
"AMERICAN INSTITUTE OF TIMBER CONSTRUCTION"
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"
T-2 ALL STRUCTURAL LUMBER SHALL BE A MINIMUM NO.1 DENSE GRADE SOUTHERN YELLOW PINE. ALLOWABLE DESIGN STRESSES AND MODULUS OF ELASTICITY AT A MAXIMUM
MOISTURE CONTENT OF 19%.
2x6 TIMBER 2x8 TIMBER
Fb(BENDING) 1250 PSI 1200 PSI fV(SHEAR) 90 PSI 90 PSI
Fc(COMPRESSION) 1600 PSI 1550 PSI
Ft(TENSION) 725 PSI 650 PSI
E (MODULUS) 1,600,000 PSI 1,600,000 PS
2x10 TIMBER 2x12 TIMBER
Fb(BENDING) 1050 PSI 975 PSI fV(SHEAR) 90 PSI 90 PSI
Fc(COMPRESSION) 1500 PSI 1450 PSI
Ft(TENSION) 575 PSI 550 PSI
E (MODULUS) 1,600,000 PSI 1,600,000 PSI
T-3 ALL LUMBER SHALL BE FACTORY MARKED WITH GRADE STAMP OF INSPECTION AGENCY SHOWING COMPLIANCE WITH GRADING RULE REQUIREMENTS.
T-4 ALL BOLTS, HARDWARE, STRAPS,TO BE 316 OR 18-8 STAINLESS STEEL. ALL SCREWS TO BE 316 STAINLESS STEEL
T-5 ALL FRAMING TO BE 0.40 PRESSURE TREATED DENSE STRUCTURAL SOUTHERN PINE OR EQUIVALENT
T-6 ALL PILING TO BE 2.5CCA PRESSURE TREATED MARINE GRADE THE DECK SUPPORT PILING TO BE 8'-0" MINIMUM INTO SAND BOTTOM AND 3'-0" INTO ROCK STRATA
TIMBER
FLOATING DOCKS AND GANGWAY
F-1 THE DECK AND FRAME STRUCTURAL COMPONENTS OF FLOATING DOCKS AND GANGWAYS SHALL BE DESIGNED WITH MINIMUM SAFETY FACTORS ON WORKING STRESS WHICH
CONFORM TO THOSE SET FORTH IN THE LATEST ISSUE OF THE ALUMINUM ASSOCIATION " SPECIFICATIONS FOR ALUMINUM STRUCTURES" FOR BUILDINGS AND SIMILAR TYPE
STRUCTURES.
F-2 THE INSTALLING CONTRACTOR SHALL BE A QUALIFIED MARINE CONTRACTOR OR GENERAL CONTRACTOR LICENSED BY THE APPROPRIATE GOVERNING AGENCY.
F-3 THE MANUFACTURER/ SUPPLIER SHALL HAVE A MINIMUM OF 5 YEARS CONTINUOUS EXPERIENCE IN COMMERCIAL DOCK OR GANGWAY FABRICATION AND MAY BE REQUIRED TO
SUBMIT A LIST OF PREVIOUS EXPERIENCE ON SIMILAR PROJECTS.
F-4 TO ENSURE ALL SPECIFIED CRITERIA HAVE BEEN MET CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR APPROVAL:
1. DIMENSIONAL LAYOUT OF GANGWAYS, FLOATING DOCKS, PILES OR ANCHORAGE SYSTEMS REQUIRED.
2. ENGINEERING CALCULATIONS SHOWING COMPLIANCE WITH THE DESIGN CRITERIA SPECIFIED HERIN. ALL CALCULATIONS SHALL BE STAMPED WITH THE SEAL OF A
QUALIFIED LICENSED, PROFESSIONAL ENGINEER. CALCULATIONS SHALL INCLUDE THE FOLLOWING.
A. COMPLIANCE WITH COMBINED DEAD AND LIVE LOAD REQUIREMENTS CONSIDERING BOTH BENDING AND DEFLECTION.
B. COMPLIANCE WITH FREEBOARD REQUIREMENTS UNDER NORMAL LOAD CONDITIONS.
FD-5 TYPICAL SECTIONS AND DETAILS OF THE FOLLOWING:
1. FLOATING DOCKS INCLUDING FLOTATION.
2. GANGWAY, INCLUDING CONNECTIONS TO THE FIXED PIER.
3. ANCHORAGE SYSTEM.
4. DECKING MATERIAL AND CONNECTION DETAILS.
5. CLEATS-LOCATION AND CONNECTION DETAILS.
F-6 ALUMINUM EXTRUSIONS FOR DOCK AND GANGWAY STRUCTURES SHALL BE ALUMINUM ALLOY 6061-T6 EXTRUDED IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE
SECTIONS OF FEDERAL SPECIFICATIONS QQ-A-200. PROTECTIVE PONTOON SHELL SHALL BE A MINIMUM 16 GAUGE AND SHALL BE COMPOSED OF ALUMINUM ALLOY 3004-H34 (alclad).
THE PONTOON ANCHOR ASSEMBLY AND END CAP SHALL BE COMPOSED OF ALUMINUM ALLOY 5052-H32 WITH TYPE 3-04 S.S. BOLTS, NUTS AND WASHERS.
F-7 FLOTATION SHALL CONSIST OF EITHER A HIGH DENSITY POLYETHYLENE CASING, WITH BLACK ULTRAVIOLET LIGHT INHIBITOR ADDED, FILLED WITH EXPANDED POLYSTYRENE, ENCLOSED ALUMINUM CHANNEL FRAMING FILLED WITH 2.0 POUNDS PER CUBIC FOOT UTILIZING THE FROTH-IN-PLACE METHOD.
F-8 DOCK FENDERING SHALL BE COMPOSED OF NON MARRING, NON YELLOWING MARINE GRADE EXTRUDED VINYL. DOCK FENDERING SHALL BE INSTALLED WITH ALUMINUM POP
RIVETS ON METAL DOCKS.
F-9 CLEATS SHALL BE COMPOSED OF ALMAG 35 CAST ALUMINUM ALLOY MEETING THE REQUIREMENTS OF THE FEDERAL SPECIFICATIONS QQ-A-571F AND QQ-A-601E.
F-10 STAINLESS STEEL BOLTS, RODS, NUTS, WASHERS AND SCREWS SHALL BE TYPE 304.
F-11 ROLLERS FOR EITHER PILE GUIDES OR GANGWAYS SHALL BE UHMW POLYETHYLENE WITH BLACK ULTRAVIOLET LIGHT INHIBITOR ADDED.
F-12 ALUMINUM DECKED FLOATING DOCKS SHALL BE DESIGNED TO WITHSTAND A MINIMUM UNIFORM LIVE LOAD OF 20 PSF DEAD LOAD APPLIED VERTICALLY. THE FLOATATION SIZED TO
PROVIDE A MINIMUM FREEBOARD OF 10 INCHES UNDER A DEAD LOAD PLUS CONCENTRATED LOAD OF 400 POUNDS APPLIED AT ANY LOCATION ON THE DOCK WALKING SURFACE
AND SUPPORT THE GANGWAY LOADS WITHOUT CREATING UNDUE DISTORTION IN THE DOCK.
F-13 GANGWAYS SHALL BE DESIGNED TO WITHSTAND A MINIMUM UNIFORM LIVE LOAD OF 50 PSF APPLIED VERTICALLY. ALLOWABLE DEFLECTION SHALL BE A MAXIMUM OF L/180 WHERE
"L" IS THE LENGTH OF THE GANGWAY.
F-14 THE EXTRUDED RIBBED DECKING SHALL BE DESIGNED TO WITHSTAND A COMBINED DEAD LOAD OF 100 PSF PER INDIVIDUAL SLAT. ALLOWABLE DEFLECTION SHALL BE L/180 WHERE
"L" IS THE FREE SPAN BETWEEN CROSS MEMBERS IN INCHES.
F-15 HANDRAIL SHALL BE A MINIMUM OF 42" IN HEIGHT ABOVE THE FINISHED WALKING SURFACE AND SHALL WITHSTAND A UNIFORM LAOD OF 20 PSF APPLIED AT THE TOP OF THE RAIL.
THERE SHALL BE A MID HEIGHT RAIL.
F-16 CLEATS SHALL BE DESIGNED FOR 1500 POUNDS IN ANY DIRECTION.
F-17 ANCHORING DEVICES FOR FLOATING DOCKS SHALL ALLOW FREE MOVEMENT OF THE DOCK, WHILE MINIMIZING DAMAGE DUE TO NORMAL DOCK MOVEMENT CASUED BY TIDES, BOAT WAKES, WATER FLUCTUATION AND SEASONAL WINDS. ANCHORING DEVICES SHALL BE OF SUFFICIENT NUMBER TO RESTRAIN A UNIFORM LATERAL FORCE OF 150 POUNDS
PER LINEAR FOOT APPLIED ALONG THE ENTIRE LENGTH OF THE DOCK.
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SCALE: 1/8"=1'-0"
1'-6
10'-0" 10'-0" 10'-0" 10'-0"
42'-0"+/-
WATER LEVEL
FLUSH WITH PAVEMENT
2x8 SP N0.1 PT DECKING
NEW ALUMINUM GANGWAY RAMP
2x8 SP N0.1 PT STRINGERS
@ 20" O.C. MAX
1 4
1 2
1 2
1 4
30'-0"
3x10 SP N0.2 PT COLLARS
W/ 3/4" x 16" STAINLESS STEEL
CARRIAGE BOLTS
NEW FLOATING DOCK WITH
ALUMINUM GRATING GATOR DOCK
OR APPROVED EQUAL
LEROY WRIGHT RECREATION AREA DOCK FRAMING PLAN - WEST
LEROY WRIGHT RECREATION AREA DOCK SECTION
8" DIA PILING
MIN
3x10 SP N0.2 PT COLLARS
W/ 3/4" x 16" STAINLESS STEEL
CARRIAGE BOLTS
2x8 SP N0.1
PT DECKING
8" DIA PILING
MIN
2x8 SP N0.1 PT STRINGERS
@ 24" O.C. MAX
EXISTING CONCRETE RAMP
NEW ALUMINUM GANGWAY
NEW FLOATING DOCK WITH
ALUMINUM GRATING
2x8 AZEK/ TIMBER TECH HARVEST
COMPOSITE TOP RAIL
2x6 NO. 1 TOP AND MID RAIL, SEE TYPICAL SECTION
8" DIA PILING ABOVE DECK TO
SUPPORT HANDRAIL (3 LOCATIONS)
1 2
1 2
13'-5
9'-4" 9'-4" 9'-4"
1'-0"
12'-0"
30'-0"
1'-6
10'-0" 10'-0" 10'-0" 10'-0"
46'-0"+/-
1 4
1 2
1 2
1 4
30'-0"
LEROY WRIGHT RECREATION AREA DOCK FRAMING PLAN - EAST
3x10 SP N0.2 PT COLLARS
W/ 3/4" x 16" STAINLESS STEEL
CARRIAGE BOLTS
2x8 SP N0.1
PT DECKING
8" DIA PILING
MIN
2x8 SP N0.1 PT STRINGERS
@ 24" O.C. MAX
NEW ALUMINUM GANGWAY
NEW FLOATING DOCK WITH
ALUMINUM GRATING
8" DIA PILING ABOVE DECK TO
SUPPORT HANDRAIL (3 LOCATIONS)
1 2
1 2
COORDINATE PILING LOCATION
AND QUANTITY WITH FLOATING
DOCK MANUFACTURER
13'-5
9'-4" 9'-4" 9'-4"
1'-0"
12'-0"
30'-0"
COORDINATE PILING LOCATION
AND QUANTITY WITH FLOATING
DOCK MANUFACTURER
4'-0"
BLOCKING AS REQUIRED TO MOUNT
GANGWAY HINGE
BLOCKING AS REQUIRED TO MOUNT
GANGWAY HINGE
CLEATS
(4 TOTAL)
CLEATS
(4 TOTAL)
TYPICAL FIXED DOCK SECTION
3x10 P.T. WOOD COLLAR TIE (1) EACH
SIDE OF POST, FASTEN TO WOOD POST
W/ (2) 3/4"x16" STAINLESS STEEL
CARRIAGE BOLT, GRADE 304 WITH NUTS
AND WASHERS AND (2) 3" S.S. WOOD
SCREWS
8" DIA. P.T. WOOD PILING, SEE PLAN
FOR SPACING
2x8 P.T. WOOD STRINGER @ 24" O.C.
MAX, FASTEN TO WOOD POST W/ (1)
3/4"x14" STAINLESS STEEL CARRIAGE
BOLT, GRADE 304 WITH NUTS AND
WASHERS AND (2) 3" S.S. WOOD
SCREWS
WATER LEVEL
V A
R I E
S
M
I N
O
R
R
O C
K
R
E F
U S
A L
2x6 PT NO.1 WOOD DECKING, FASTEN
TO EACH STRINGER WITH (2) S.S.
SCREWS
V A
R I E
S
RIVER BOTTOM
8'-0"
1x8 AZEK DECK TOP RAIL WITH
STAINLESS STEEL WOOD SCREWS
2x6 P.T. WOOD TOP RAIL, FASTEN TO
WOOD POST W/ (2) 3" STAINLESS STEEL
WOOD SCREWS
2x6 P.T. WOOD MID RAIL, FASTEN TO
WOOD POST W/ (2) 3" STAINLESS STEEL
WOOD SCREWS
EXISTING CONCRETE
BOAT RAMP
TYPICAL FIXED DOCK SECTION AT CANTILEVER
3x10 P.T. WOOD COLLAR TIE (1) EACH
SIDE OF POST, FASTEN TO WOOD
PILING W/ (2) 3/4"x16" STAINLESS STEEL
CARRIAGE BOLT, GRADE 304 WITH NUTS
AND WASHERS AND (2) 3" S.S. WOOD
SCREWS
8" DIA. P.T. WOOD PILING, SEE PLAN
FOR SPACING
M
I N
O
R
R
O C
K
R
E F
U S
A L
2x6 PT NO.1 WOOD DECKING, FASTEN
TO EACH STRINGER WITH (2) S.S.
SCREWS
V A
R I E
S
EXISTING GRADE
8'-0"
1x8 AZEK DECK TOP RAIL WITH
STAINLESS STEEL WOOD SCREWS
2x6 P.T. WOOD TOP RAIL, FASTEN TO
WOOD POST W/ (2) 3" STAINLESS STEEL
WOOD SCREWS
2x6 P.T. WOOD MID RAIL, FASTEN TO
WOOD POST W/ (2) 3" STAINLESS STEEL
WOOD SCREWS
EXISTING CONCRETE
BOAT RAMP
8" DIA. P.T. WOOD PILING, SEE PLAN
FOR SPACING
2x8 P.T. WOOD STRINGER @ 24" O.C.
MAX, FASTEN TO WOOD POST W/ (1)
3/4"x14" STAINLESS STEEL CARRIAGE
BOLT, GRADE 304 WITH NUTS AND
WASHERS AND (2) 3" S.S. WOOD
SCREWS
TYPICAL SCAB BLOCK DETAIL
3" 6" 6" 6" 3"
2'-0"
2x8 P.T. WOOD
STRINGER
(4) 3" 316 STAINLESS
STEEL WOOD SCREW
EACH SIDE OF JOINT
2x8 x 2'-0" P.T. WOOD
SCAB BLOCK AT ALL
STRINGER JOINTS
2x8 P.T. WOOD
STRINGER
2x8 x 2'-0" P.T. WOOD
SCAB BLOCK AT ALL
STRINGER JOINTS
(4) 3" 316 STAINLESS
STEEL WOOD SCREW
EACH SIDE OF JOINT
3/4"x16" STAINLESS STEEL
CARRAIGE BOLT AT EACH
PILING INTERSECTION
PLAN VIEW WITH PILING
PLAN VIEW - FIELD
SIDE VIEW
S2
DOCK PLANS
AND SECTIONS
AND DETAILS
Michael A. Kalajian
FL. REG. NO. #60133
DATE: MAY 15, 2023
revisions
Registered Engineer:
Registered Engineer License:
sheet number
MAK
by MK Structural Engineering, LLC. all rights reserved.
WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36" scale drawn by: checked by:
item description date seal/signature dateissued for project number
LEROY WRIGHT
RECREATION
AREA
24-210
SECTION 25, TOWNSHIP 24 SOUTH,
RANGE 34 EAST BREVARD COUNTY, FL
09/03/2024PERMIT SET
MK STRUCTURAL ENGINEERING
587 WEST EAU GALLIE BLVD
SUITE 201
MELBOURNE, FL 32935
P: 321.600.0672 OR 321.574.2702
www.mkstructural.com
Certificate of Authorization#:
CA 27800
This document is the property of MK Structural Engineering.
MK Structural Engineering retains all rights therein, including copyrights. It is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. It may only be used in a manner consistent with MK Structural Engineering's rights while MK Structural Engineering is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, MK Structural Engineering. Unauthorized use will be prosecuted pursuant to the copyright laws.
sheet title
AS NOTED
Michael A. Kalajian
PE 60133
MAK
SCALE:
" = 1'-0"
0 3'-0"2'-0"1'-0"
SCALE:
" = 1'-0"
0 4'-0"2'-0"1'-0"
SCALE:
" = 1'-0"
0 8'-0"4'-0"2'-0"
SCALE:
" = 1'-0"
0 16'-0"8'-0"4'-0"
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SCALE: 1/4"=1'-0"
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SCALE: 1/4"=1'-0"
AutoCAD SHX Text S1.0
AutoCAD SHX Text B
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AutoCAD SHX Text A
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SCALE: 1/4"=1'-0"
AutoCAD SHX Text S1.0
AutoCAD SHX Text B
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AutoCAD SHX Text A
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SCALE 1/2"=1'-0"
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SCALE 1/2"=1'-0"
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AutoCAD SHX Text C
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SCALE 3/4"=1'-0"
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