Attachement_A-_Structural_Plans_Specification-_James_G.Bourbeau.pdf

EXISTING CONCRETE

BOAT RAMP TO REMAIN

EXISTING CONCRETE

BOAT RAMP TO REMAIN

4'x30' FLOATING DOCK

4'x20' ALUMINUM GANGWAY

ALUMINUM HANDRAIL

ON GANGWAY

NEW FIXED WOOD DECK

SEE SHEETS S-2 FOR FRAMING PLAN

4'x20' ALUMINUM GANGWAY

ALUMINUM HANDRAIL

ON GANGWAY

4'x20' ALUMINUM GANGWAY

ALUMINUM HANDRAIL

ON GANGWAY

4'x30' FLOATING DOCK

4'x30' FLOATING DOCK

TOP OF WATER

ELEVATION = 12.09'

(NAVD88) ON 1/10/2024

AT 10:39 AM

TOP OF WATER

ELEVATION = 12.09'

(NAVD88) ON 1/10/2024

AT 10:39 AM

GARBAGE CAN AND POSTS

TO REMAIN

INFORMATIONAL SIGN

TO REMAIN

PARK SIGN

TO REMAIN

EXISTING 5' CONCRETE WALK

TO REMAIN

EXISTING

WOOD PILE WALL

HANDICAP

SIGN

HANDICAP

SIGN

EXISTING

WOOD PILE WALL

FLOATING TURBIDITY

BARRIER

JAMES G. BOURBEAU MEMORIAL PARK PLOT PLAN

S1

STRUCTURAL

NOTES,AND

PLOT PLAN

Michael A. Kalajian

FL. REG. NO. #60133

DATE: SEPT 5, 2024

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

JAMES G.

BOURBEAU

MEMORIAL PARK

24-209

SECTION 25, TOWNSHIP 24 SOUTH,

RANGE 34 EAST BREVARD COUNTY, FL

09/05/2024PERMIT 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

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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GARBAGE CAN & POSTS

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SCALE: 1/8"=1'-0"

2x8 SP N0.1

PT DECKING

COORDINATE PILING LOCATION

AND QUANTITY WITH FLOATING

DOCK MANUFACTURER

9'-8" 9'-8" 9'-8"

12'-11

10'-0" 10'-0" 7'-0"

12'-10

30'-0"

CLEATS

(3 TOTAL)

JAMES G. BOURBEAU MEMORIAL PARK DOCK FRAMING PLAN - MIDDLE PIER

2x8 SP N0.1 PT STRINGERS

@ 24" O.C. MAX

3x10 SP N0.2 PT COLLARS

W/ 3/4" x 16" STAINLESS STEEL

CARRIAGE BOLTS

8" DIA PILING

MIN

NEW FLOATING DOCK WITH

ALUMINUM GRATING

NEW ALUMINUM GANGWAY

BLOCKING AS REQUIRED TO MOUNT

GANGWAY HINGE

JAMES G. BOURBEAU MEMORIAL PARK DOCK FRAMING PLAN - NORTH PIER

2x8 SP N0.1

PT DECKING

COORDINATE PILING LOCATION

AND QUANTITY WITH FLOATING

DOCK MANUFACTURER

9'-8" 9'-8" 9'-8" 10'-0" 10'-0" 7'-0"

7'-8

30'-0"

CLEATS

(3 TOTAL)

1 2

2x8 SP N0.1 PT STRINGERS

@ 24" O.C. MAX

3x10 SP N0.2 PT COLLARS

W/ 3/4" x 16" STAINLESS STEEL

CARRIAGE BOLTS

8" DIA PILING

MIN

NEW FLOATING DOCK WITH

ALUMINUM GRATING

NEW ALUMINUM GANGWAY

BLOCKING AS REQUIRED TO MOUNT

GANGWAY HINGE

2x8 SP N0.1

PT DECKING

COORDINATE PILING LOCATION

AND QUANTITY WITH FLOATING

DOCK MANUFACTURER

9'-8" 9'-8" 9'-8"

10'-0" 10'-0" 7'-0" 12'-9"+/-30'-0"

CLEATS

(3 TOTAL)

2x8 SP N0.1 PT STRINGERS

@ 24" O.C. MAX

3x10 SP N0.2 PT COLLARS

W/ 3/4" x 16" STAINLESS STEEL

CARRIAGE BOLTS

8" DIA PILING

MIN

NEW FLOATING DOCK WITH

ALUMINUM GRATING

NEW ALUMINUM GANGWAY

BLOCKING AS REQUIRED TO MOUNT

GANGWAY HINGE

12'-11

10'-0" 10'-0" 7'-0" 12'-9"+/-

12'-11

JAMES G. BOURBEAU MEMORIAL PARK DOCK FRAMING PLAN SOUTH PIER

WATER LEVEL

NEW ALUMINUM GANGWAY RAMP

NEW FLOATING DOCK WITH

ALUMINUM GRATING GATOR DOCK

OR APPROVED EQUAL

EXISTING CONCRETE RAMP

JAMES G. BOURBEAU MEMORIAL PARK DOCK SECTION

7'-6"

4'-5

7'-7

8" DIA PILING

MIN

FLUSH WITH PAVEMENT

2x8 SP N0.1 PT DECKING

2x8 SP N0.1 PT STRINGERS

@ 20" O.C. MAX

2x8 AZEK/ TIMBER TECH HARVEST

COMPOSITE TOP RAIL

2x6 NO. 1 TOP AND MID RAIL, SEE TYPICAL SECTION

4x4 SP N0.1 PT WOOD

SUPPORT POST

CENTER POST TO BE

UNDER DECK

FASTEN TO 2x8 STRINGER WITH (2)

SIMPSON TIMBER SS SCREW -

SDWS27600SS

EXISTING CONCRETE

4x4 SP N0.1 PT WOOD

SUPPORT POST

CENTER POST TO BE

UNDER DECK

4x4 SP N0.1 PT WOOD

SUPPORT POST

CENTER POST TO BE

UNDER DECK

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

4'-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 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: SEPT 5, 2024

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

JAMES G.

BOURBEAU

MEMORIAL PARK

24-209

SECTION 25, TOWNSHIP 24 SOUTH,

RANGE 34 EAST BREVARD COUNTY, FL

09/05/2024PERMIT 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

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