26-54_Exhibit_2_VBA_Design_Plans.pdf

PDF 5 MB Posted Jul 24, 2026

Attached to: 26-54 New ADA Beach Access 78 Boardwalk Construction Project
Solicitation number: 26-54
Issued by: Bay County, Florida

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Written by GovTribe AI · Jul 28, 2026

VBA Design Plans for Beach Access 78 Boardwalk Replacement Project

This document comprises the design plans and construction documents for the 26-54 New ADA Beach Access 78 Boardwalk Construction Project submitted by Bay County, Florida. The project, located at 20025 Front Beach Road in Panama City Beach, involves the construction of a new Americans with Disabilities Act (ADA) compliant boardwalk replacement and a new 5-foot wide concrete sidewalk connecting the roadway to the boardwalk. The total project encompasses approximately 905 square feet of renovation work and includes site demolition of the existing boardwalk, handrails, stairs, concrete, and a bike rack, followed by construction of the new boardwalk with observation deck, updated signage relocation, new golf cart parking spaces, and a bike rack installation. The design includes detailed site layout plans, grading plans, erosion control plans, and comprehensive structural documentation prepared by VBA Design, Inc. (Architects and Planners) and Northstar Engineering Services (Civil Engineer). Electronic or sealed paper submissions were to be received by the Board of County Commissioners of Bay County, Florida by 2:00 pm on Thursday, September 3, 2026, with public opening immediately following the deadline.

The construction documents specify the use of pressure-treated Southern Pine lumber, concrete with 3,000 psi compressive strength, and Trex composite decking materials. Structural design parameters include wind speeds of 128 mph for a high-velocity hurricane zone, compliance with the 2023 Florida Building Code (8th Edition), and a load-bearing capacity of 1.5 ksf for foundation soil. The boardwalk design features multiple sections including level areas and ramp sections with 1:12 slope ratios to meet ADA accessibility requirements, continuous handrails at 36 inches above finish floor, and split-rail fencing. All concrete reinforcement, wood connectors, fasteners, and bolting must comply with Simpson Strong-Tie specifications or approved equivalents, and all pressure-treated cut ends and notches must be treated with waterborne copper naphthenate. The plans incorporate provisions for field verification of existing conditions and coordinate specifications across architectural, structural, and civil disciplines per Florida Building Code standards and applicable accessibility codes.

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Other files

File	Type	Posted
Budget_26-54_Beach_Access_#78_New_ADA_Boardwalk.pdf	PDF	Jul 24, 2026
Risk_26-54-_RFS-_Beach_Access_78-_Construct_new_ADA_Boardwalk.pdf	PDF	Jul 24, 2026
26-54_Attchment_1_Required_Forms.pdf	PDF	Jul 24, 2026
26-54_Attchment_2_Sample_Contract.pdf	PDF	Jul 24, 2026
26-54_Exhibit_4_Insurance_Requirements.pdf	PDF	Jul 24, 2026
26-54_Exhibit_1_General_Terms_and_Conditions.pdf	PDF	Jul 24, 2026
26-54_Exhibit_3_Vendors_Response.pdf	PDF	Jul 24, 2026
26-54_Exhibit_5_Public_Construction_Bond.pdf	PDF	Jul 24, 2026
26-54_New_ADA_Beach_Access_78_Boardwalk_Complete.pdf	PDF	Jul 24, 2026
26-54_New_ADA_Beach_Access_78_Boardwalk.pdf	PDF	Jul 24, 2026

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EXHIBIT 2

VBA DESIGN PLANS

26-54 Beach Access 78 New ADA Boardwalk Construction Project 41 of 64

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LOCATION

MATERIAL SYMBOLS ABBREVIATIONS

NAME, ADDRESS, AND PHONE NUMBER OF OWNER:

PROJECT ADDRESS:

OCCUPANCY CLASSIFICATION:

CONSTRUCTION TYPE:

SIZE (GROSS SQ. FT.) OF RENOVATION:

GENERAL

G0.1 COVER SHEET

CIVIL

C1 OF 5 GENERAL NOTES

C2 OF 5 EXISTING CONDITIONS PLAN

C3 OF 5 SITE LAYOUT PLAN

C4 OF 5 SITE GRADING PLAN

C5 OF 5 EROSION CONTROL PLAN

ARCHITECTURAL

A1.1 DEMOLITION & NEW WORK PLANS, ELEVATIONS

STRUCTURAL

S0.1 OF 4 STRUCTURAL NOTES

S1.1 OF 4 BOARDWALK FRAMING PLAN

S1.2 OF 4 BOARDWALK DECKING PLAN

S2.1 OF 4 STRUCTURAL DETAILS

LAGUNA BEACH - E OF 14TH ST

GENERAL SYMBOLS

ARCHITECT: CIVIL ENGINEER:

26-54 Beach Access 78 New ADA Boardwalk Construction Project 42 of 64

AutoCAD SHX Text www.collinsarchitects.net

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FAX: 850 763 0410

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465 HARRISON AVENUE

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PANAMA CITY, FLORIDA 32401

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COLLINS & ASSOCIATES, INC.

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ARCHITECTS AND PLANNERS

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AA C000558

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TELEPHONE 850 769 3357

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REVIEWED

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SHEET NO.

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DRAWN

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REVISIONS

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NO.

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DATE

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DATE

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DESC.

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NORTH

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INCH

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LENGTH

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JOINT

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INTERIOR

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INT

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INSUL

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ACT

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AFF

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ARCH

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APPROX

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AHU

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ARCHITECT(URAL)

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APPROXIMATE

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AREA DRAIN

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ACOUSTICAL TILE

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AIR HANDLING UNIT

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ABOVE FINISHED FLOOR

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ARCHITECT-ENGINEER

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LAVATORY

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MINIMUM

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METAL

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MIN

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BLOCKING

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BUILDING

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BITUMINOUS

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BOARD

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CEM PL

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BUR

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BRK

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CHEM

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CFCI

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CEMENT PLASTER

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BUILT UP ROOFING

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BRICK

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CHEMICAL

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CONTROL JOINT/

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CONTRACTOR FURNISHED

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OVERHEAD

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CARPET(ED)

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CONTINUE(OUS)

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CEILING

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DET

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DEMO

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DIA

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DIV

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DOWN

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DIVISION

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DIMENSION

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DIAMETER

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DETAIL

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DEMOLISH(TION)

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CERAMIC TILE

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CONCRETE MASONRY UNIT

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DRINKING FOUNTAIN

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CONSTRUCTION JOINT

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INSIDE DIAMETER

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INSULATE(D)(ION)

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LINEAL FEET

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MECHANIC(AL)

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MANUFACTURE(R)

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MISCELLANEOUS

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NOT APPLICABLE

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NOT IN CONTRACT

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NOT TO SCALE

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ON CENTER(S)

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OUTSIDE DIAMETER

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OPPOSITE HAND

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QUARRY TILE

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PRESSURE TREATED

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PLASTIC LAMINATE

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OWNER FURNISHED

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CONTRACTOR INSTALLED

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OWNER FURNISHED

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OWNER INSTALLED

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OWNER FURNISHED

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CONTRACTOR ROUGH IN

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RECESSED

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RESILIENT

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REQUIRED

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REC

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REQ

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RES

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REINF

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SOUTH

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SQUARE

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SECTION

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SIMILAR

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SECT

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SIM

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SPEC

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ROOM

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DWG

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ELEV

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DRAWING(S)

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ELEVATOR

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ELECTRIC(AL)

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ELEVATION

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EXPANSION JOINT

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EACH

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EAST

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EQUIP

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EXIST

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EWC

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EXT

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FDN

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EXP

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EQUIPMENT

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FOUNDATION

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EXPOSED

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EXISTING

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EQUAL

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ELECTRIC WATER COOLER

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SYSTEM

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TYPICAL

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FLOOR

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FACE OF

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FIXTURE

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FINISH(ED)

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GALVANIZED

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GAGE/GAUGE

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FOOTING

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FTG

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FIRE EXTINGUISHER CABINET

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HANDICAP ACCESSIBLE

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GYPSUM WALL BOARD

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FIRE HOSE CABINET

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FIRE EXTINGUISHER

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WITHOUT

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WITH

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WPT

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HVAC

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HOLLOW METAL

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AIR CONDITIONING

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HEIGHT/HIGH

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HOUR

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HEATING, VENTILATING AND

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HARDWARE

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HDW

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ROOF DRAIN

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REINFORCE(D)(ING)

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WORK POINT

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WEST/WIDTH

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VINYL COMPOSITION TILE

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VENT THRU ROOF

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VINYL WALL COVERING

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UNLESS OTHERWISE NOTED

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UNDERWRITERS LABORATORY

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THICK(NESS)

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STRUCTURAL

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PLYWOOD

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ROUGH WOOD

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(NOT CONTINUOUS)

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(CONTINUOUS)

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ROUGH WOOD

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RIGID INSULATION

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CERAMIC TILE

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ACOUSTICAL OR

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STUCCO/GROUT

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APPLICABLE CODES

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PROJECT DATA

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LOCATION MAP

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INDEX OF DRAWINGS

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BOARDWALK REPLACEMENT FOR

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PUBLIC BEACH ACCESS 78

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20025 FRONT BEACH ROAD PANAMA CITY BEACH, FL 32413

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TRANSITION STRIP(FLOORING)

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905 SQ. FT.

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20025 FRONT BEACH ROAD PANAMA CITY BEACH, FL 32413

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BAY COUNTY 840 WEST 11TH STREET PANAMA CITY, FL 32401

AutoCAD SHX Text 2023 FLORIDA BUILDING CODE (8th EDITION) BUILDING 2023 FLORIDA BUILDING CODE (8th EDITION) TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONE 2023 FLORIDA BUILDING CODE (8th EDITION) ACCESSIBILITY CODE 2023 NATIONAL ELECTRICAL CODE, NFPA 70

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LEGAL DESCRIPTION

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AND GRID LINES

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COLUMN REFERENCE

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ROOM NAME

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ROOM NUMBER

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DETAIL NUMBER

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DOOR MARK

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WINDOW MARK

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WALL TYPE MARK

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NUMBER

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NAME

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DESIGNATION

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SCALE

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XX.X

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XX.X

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AutoCAD SHX Text 1/4" = 1'-0"

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%%UDETAIL TITLE

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WHERE KEYED

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WHERE DRAWN

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NORTH

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AutoCAD SHX Text 0'-0"

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EXTERIOR ELEVATION

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ELEVATION

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FINISH FLOOR

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XX.X

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XX.X

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SECTION NUMBER

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SHEET REFERENCE

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SECTION NUMBER

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SHEET REFERENCE

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X-XXX

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DETAIL MARK

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X-XXX

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X-XXX

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INTERIOR ELEVATION DESIGNATION

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SECTION LEG

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SECTION LEG

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MATCHLINE: X/X-XXX

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MATCHLINE: X/X-XXX

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XX.X

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PROJECT TEAM

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VBA DESIGN, INC. 2424 JENKS AVE, SUITE B PANAMA CITY, FL. 32405 (850) 769-3357

AutoCAD SHX Text NORTHSTAR ENGINEERING SERVICES 2431 HARTFORD HWY DOTHAN, AL. 36305 (334) 673-9895

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2431 Hartford Hwy Dothan, AL. 36305 P: 334-673-9895

1021 Grace Ave Panama City, FL. 32401

P: 850-250-0143 www.northstarengineering.com

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EROSION & SEDIMENT CONTROL NOTESGENERAL NOTES

APR, 2026

A. SCHROTH P. SANTORA

2603 (VBA)

12-2602 (NES)

C1 OF 5

Phillip E Santora Digitally signed by Phillip E Santora DN: CN=Phillip E Santora, dnQualifier=A01410C0000019852C393770000ECDD, O=Unaffiliated, C=US Reason: I attest to the accuracy and integrity of this document.

Date: 2026.04.24 17:03:52-05'00'

26-54 Beach Access 78 New ADA Boardwalk Construction Project 43 of 64

0.12± ACRES

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LAGUNA BEACH ESTATES

(PB:7, PG:33)

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LAGUNA BEACH ESTATES

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2431 Hartford Hwy Dothan, AL. 36305 P: 334-673-9895

1021 Grace Ave Panama City, FL. 32401

P: 850-250-0143 www.northstarengineering.com

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APR, 2026

A. SCHROTH P. SANTORA

2603 (VBA)

12-2602 (NES)

C2 OF 5

Date: 2026.04.24 17:03:53-05'00'

26-54 Beach Access 78 New ADA Boardwalk Construction Project 44 of 64

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(PB:7, PG:33)

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LAGUNA BEACH ESTATES

(PB:7, PG:1)

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2431 Hartford Hwy Dothan, AL. 36305 P: 334-673-9895

1021 Grace Ave Panama City, FL. 32401

P: 850-250-0143 www.northstarengineering.com

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APR, 2026

A. SCHROTH P. SANTORA

CONCRETE WHEEL STOP

TYPICAL SIDEWALK DETAIL

2603 (VBA)

12-2602 (NES)

C3 OF 5

CONCRETE PARKING

PAVEMENT SECTION

Date: 2026.04.24 17:03:53-05'00'

26-54 Beach Access 78 New ADA Boardwalk Construction Project 45 of 64 rlyon Callout

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LAGUNA BEACH ESTATES

(PB:7, PG:33)

BLOCK 4-A

LAGUNA BEACH ESTATES

(PB:7, PG:1)

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2431 Hartford Hwy Dothan, AL. 36305 P: 334-673-9895

1021 Grace Ave Panama City, FL. 32401

P: 850-250-0143 www.northstarengineering.com

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APR, 2026

A. SCHROTH P. SANTORA

2603 (VBA)

12-2602 (NES)

C4 OF 5

Date: 2026.04.24 17:03:53-05'00'

26-54 Beach Access 78 New ADA Boardwalk Construction Project 46 of 64

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BLOCK 7-A

SECOND ADDITION TO

LAGUNA BEACH ESTATES

(PB:7, PG:33)

BLOCK 4-A

LAGUNA BEACH ESTATES

(PB:7, PG:1)

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2431 Hartford Hwy Dothan, AL. 36305 P: 334-673-9895

1021 Grace Ave Panama City, FL. 32401

P: 850-250-0143 www.northstarengineering.com

D W

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APR, 2026

A. SCHROTH P. SANTORA

2603 (VBA)

12-2602 (NES)

C5 OF 5

Date: 2026.04.24 17:03:54-05'00'

26-54 Beach Access 78 New ADA Boardwalk Construction Project 47 of 64

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26-54 Beach Access 78 New ADA Boardwalk Construction Project 48 of 64

AutoCAD SHX Text

FLOOD ZONE: XFLOOD ZONE: VE, ELEV. 14

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FLOOD ZONE: VE, ELEV. 14 FLOOD ZONE: VE, ELEV. 15

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CCCL

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FLOOD ZONE: XFLOOD ZONE: VE, ELEV. 14

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FLOOD ZONE: VE, ELEV. 14 FLOOD ZONE: VE, ELEV. 15

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CCCL

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1. UNLESS OTHERWISE NOTED ALL DIMENSIONS UNLESS OTHERWISE NOTED ALL DIMENSIONS ARE TAKEN TO THE CENTER OF THE STUD. 2. DO NOT SCALE DRAWINGS. IF DIMENSIONS DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION CONTACT THE PROJECT MANAGER FOR CLARIFICATION BEFORE CONTINUING WITH CONSTRUCTION. 3. VERIFY ALL ON SITE DIMENSIONS AND VERIFY ALL ON SITE DIMENSIONS AND EQUIPMENT LOCATIONS. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY ITEM IN ORDER TO COMPLETE THE REQUIREMENTS OF THIS CONTRACT. REFER TO COVER SHEET FOR PLAN SYMBOL DESIGNATIONS.

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NOTES

AutoCAD SHX Text EXTERIOR ELEVATION DESIGNATION BOARDWALK - LEVEL AREA BOARDWALK - RAMP AREA NEW 5' WIDE CONCRETE SIDEWALK

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LEGEND

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XX.X

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DEMOLITION LEGEND

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DEMOLITION NOTES

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1. INVESTIGATION OF THE EXISTING CONDITIONS INVESTIGATION OF THE EXISTING CONDITIONS WAS CONDUCTED BY THE ARCHITECT. HOWEVER, MINOR VARIATIONS IN THE ACTUAL EXISTING CONDITIONS MAY BE ENCOUNTERED BY THE CONTRACTOR IN THE EXECUTION OF THIS WORK. THESE VARIATIONS ARE NOT TO BE CAUSE FOR INCREASE IN THE CONSTRUCTION COST. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVING EXISTING CONDITIONS AND DETERMINING, AS PART OF HIS BID, AN AMOUNT NECESSARY FOR REMOVING ITEMS NOT NECESSARILY SHOWN ON THE DRAWINGS OR SPECIFIED BUT REQUIRED TO FACILITATE NEW WORK. 3. ALL CONTRACTORS ARE RESPONSIBLE FOR ALL CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS GOVERNING THEIR SCOPE OF THE WORK AS SHOWN ON THE ARCHITECTS' DRAWINGS. ANY ERRORS OR DISCREPANCY WILL BE REPORTED TO THE ARCHITECTS FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK TO BE COMPLETED UNDER HIS CONTRACT. FAILURE TO COMPLY WITH THIS NOTICE WILL RESULT IN THE CONTRACTOR BEING RESPONSIBLE FOR ANY AND ALL COST AND DELAYS INCURRED FROM SUCH ERROR.

AutoCAD SHX Text REMOVE EXISTING BOARDWALK, HANDRAILS, AND SUPPORTS REMOVE EXISTING STAIRS REMOVE & RELOCATE SIGN REMOVE EXISTING CONCRETE REMOVE EXISTING BIKE RACK

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SCALE:

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%%UNEW WORK SITE PLAN

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OPEN DRAINAGE BOX TO REMAIN

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AREA INLET W/ GRATE TO REMAIN

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AutoCAD SHX Text NEW GOLF CART PARKING - (2) 5'x10' SPACES WITH 4' WHEEL STOP SHOWN

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EXISTING BAY WAY SIGN TO REMAIN

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RELOCATED BEACH ACCESS 78 SIGN

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EXISTING AREA INLET W/ GRATE

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EXISTING OPEN DRAINAGE BOX

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EXISTING BEACH WARNING FLAG POLE TO REMAIN

AutoCAD SHX Text NEW BIKE RACK - (4) 24"x72" BIKE SPACES SHOWN AT 36" O.C.

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EXISTING PEDESTRIAN CROSSING SIGN TO REMAIN

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EXISTING AREA INLET W/ GRATE

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NEW 48" TALL SPLIT-RAIL FENCE

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%%UDEMOLITION SITE PLAN

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EXISTING BAY WAY SIGN TO REMAIN

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EXISTING PEDESTRIAN CROSSWALK SIGN TO REMAIN

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AREA INLET W/ GRATE TO REMAIN

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EXISTING BEACH WARNING FLAG POLE TO REMAIN

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SCALE:

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AutoCAD SHX Text %%uNEW BEACH ELEVATION

AutoCAD SHX Text 4'

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AutoCAD SHX Text 16'

AutoCAD SHX Text 1/8" = 1'-0"

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NEW TREX BOARDWALK

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GUARDRAIL @ 42" A.F.F. (TYP.)

AutoCAD SHX Text P.T. 4x4 POST W/ SUPPORT BALUSTER (TYP.)

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SS 1 " HANDRAIL @ 12" HANDRAIL @36" A.F.F. (TYP.)

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EXISTING PUBLIC BEACH ACCESS #78 SIGN TO REMAIN OR BE REMOVED & REINSTALLED

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SCALE:

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SCALE:

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AutoCAD SHX Text %%uENLARGED NEW WORK FLOOR PLAN

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NEW TREX BOARDWALK

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SLOPED TREX GUARDRAIL CAP

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RELOCATED BEACH ACCESS 78 SIGN

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HANDRAIL @ 36" A.F.F. (TYP.)

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SLOPE 1:12

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LEVEL PORTION PARTIALLY BURIED AT GRADE

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SLOPE 1:12

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HANDRAIL EXTENSION WITH RETURN (TYP.)

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SLOPE 1:12

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SLOPE 1:12

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AutoCAD SHX Text www.collinsarchitects.net

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FAX: 850 763 0410

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465 HARRISON AVENUE

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PANAMA CITY, FLORIDA 32401

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COLLINS & ASSOCIATES, INC.

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ARCHITECTS AND PLANNERS

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AA C000558

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TELEPHONE 850 769 3357

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REVIEWED

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SHEET NO.

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DRAWN

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REVISIONS

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NO.

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DATE

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DATE

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PROJECT #

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DESC.

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STRUCTURAL NOTES:

1. THE ARCHITECTURAL PLANS TAKE PRECEDENCE OVER THE STRUCTURAL PLANS

REGARDING GENERAL OVERALL DIMENSIONS AND DISTANCES BETWEEN

CONSTRUCTION LINES. IN CASE OF ANY DISCREPANCY, THE INFORMATION

CONTAINED IN THE ARCHITECTURAL PLANS SHALL CONTROL AND THE

CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF ANY MAJOR

ADJUSTMENTS ARE NECESSARY.

2. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED

BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF

FIELD CONDITIONS WHICH ARE IN CONFLICT WITH THE STRUCTURAL

DOCUMENTS.

4. CONCRETE: THE CONCRETE USED SHALL MEET THE REQUIREMENTS OF ACI

318-19, AND THE FOLLOWING SPECIFICATIONS:

4.1. COMPRESSIVE STRENGTH f'C = 3,000 psi AT 28 DAYS.

4.2. MAXIMUM AGGREGATE SIZE OF 1"

4.3. SLUMP OF 4" IS SUGGESTED, BUT SLUMP SHALL NOT EXCEED 6".

4.4. SYNTHETIC FIBERS MAY BE PROVIDED TO LIMIT CRACKING. THESE FIBERS

SHALL MEET THE REQUIREMENTS OF ACI 318-19 AND ASTM C1116.

4.5. DETAILS OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN

ACCORDANCE WITH THE LATEST EDITIONS OF ACI 315 (SP-66) "ACI

DETAILING MANUAL" AND CRSI "MANUAL OF STANDARD PRACTICE".

4.6. PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 318

AND CRSI "MANUAL OF STANDARD PRACTICE". ALL BAR SUPPORTS IN

AREAS WHERE CONCRETE WILL BE EXPOSED SHALL HAVE PLASTIC TIPPED

FEET. THE CONTRACTOR IS CAUTIONED THAT CARE MUST BE EXERCISED

TO PREVENT EXPOSURE OF TIE WIRE OR OTHER MATERIAL WHICH MAY

CAUSE STAINING OF EXPOSED CONCRETE. PROPER COVER SHALL BE

MAINTAINED ON ALL REINFORCEMENT.

4.7. CONCRETE MIX DESIGNS SHALL BE ESTABLISHED BY THE SUPPLIER IN

ACCORDANCE WITH ACI SPECIFICATIONS. MIX DESIGNS AND BACK-UP

DATA SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO

PLACEMENT OF CONCRETE. RESULTS FOR ALL CONCRETE COMPRESSIVE

STRENGTH TESTS SHALL BE AVAILABLE ON THE JOB SITE FOR REVIEW BY

THE INSPECTOR.

5. LUMBER:

5.1. THE SOUTHERN PINE BEAMS SHALL BE #2 GRADE OR BETTER.

5.2. THE SOUTHERN PINE COLUMNS SHALL BE #2 GRADE WITH AN

ALLOWABLE COMPRESSIVE DESIGN VALUE GREATER THAN 565 PSI.

5.3. ALL MEMBERS SHALL BE PRESSURE TREATED.

6. WOOD CONSTRUCTION CONNECTORS: ALL WOOD CONSTRUCTION

CONNECTORS USED SHALL BE SIMPSON STRONG-TIE, AS INDICATED.

SUBSTITUTIONS ARE ALLOWED PROVIDED THAT THE PERFORMANCE OF THE

INTENDED CONNECTOR IS EQUAL OR BETTER OF THE DESIGNATED

CONNECTOR. THE SELECTED CONTRACTOR SHALL SUBMIT ANY INTENDED

SUBSTITUTIONS TO THE E.O.R. FOR APPROVAL.

6.1. ALL CONNECTORS, INCLUDING SCREWS AND BOLTS, SHALL BE EITHER

STAINLESS STEEL OR HOT DIPPED GALVANIZED.

7. COMPACTION:

7.6. UNLESS NOTED OTHERWISE IN THE GRADING PLANS, ALL FILLS SHALL

FOLLOW THE COMPACTION RECOMMENDATIONS SET FORTH IN THE

REPORT FOR THE GEOTECHNICAL STUDY OF THE SITE, OR MEET A 95%

STANDARD PROCTOR TEST COMPACTION, WHICHEVER IS GREATER.

7.7. UNLESS NOTED OTHERWISE IN THE RECOMMENDATIONS SET FORTH IN

THE REPORT FOR THE GEOTECHNICAL STUDY OF THE SITE, THE SOIL

UNDERNEATH THE ISOLATED FOOTING SHALL MEET A 98% STANDARD

PROCTOR TEST COMPACTION.

8. LOAD-BEARING CAPACITY: THE FOUNDATION WAS DESIGNED CONSIDERING A

LOAD-BEARING CAPACITY OF 1.5 ksf FOR THE LOAD-BEARING SOIL. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT ALL THE NECESSARY

GEOTECHNICAL ENGINEERING STUDIES AND TAKE APPROPRIATE STEPS TO

ENSURE THIS MINIMUM CAPACITY IS MET.

9. WIND DESIGN CRITERIA:

9.1. BASIC WIND SPEED: 128 MPH

9.2. EXPOSURE CATEGORY: D (R301.2.1.4)

9.3. GUST EFFECT FACTOR: 0.85

9.4. INTERNAL PRESSURE COEFFICIENT (+0.0,-0.0)

9.5. RISK (OCCUPANCY) CATEGORY: I

10. DESIGN CODES AND PARAMETERS:

10.1. ICC INTERNATIONAL BUILDING CODE 2024.

10.2. ASCE/SEI 7-22 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES.

10.3. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE.

10.4. FLORIDA BUILDING CODE 8TH EDITION (2023)

10.5. AWC WOOD FRAME CONSTRUCTION MANUAL (WFCM 2024)

10.6. AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION

(NDS 2024)

10.7. ANSI/AWC SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC

(SDPWS 2021)

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY PHILLIP E. SANTORA P.E. ON THE DATE

ADJACENT TO THE SEAL.

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, V B

A D es ig n, In c.

T he se d ra w in gs ar e pr ot ec te d by U

.S . c op yr ig ht la w s an d vi ol at or s ar e su bj ec t t o le ga l r ec ou rs e.

2431 Hartford Hwy Dothan, AL. 36305 P: 334-673-9895

1021 Grace Ave Panama City, FL. 32401

P: 850-250-0143 www.northstarengineering.com

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APR, 2026

N. PARRISH P. SANTORA

2603 (VBA)

12-2602 (NES)

Date: 2026.04.24 17:11:16-05'00'

26-54 Beach Access 78 New ADA Boardwalk Construction Project 49 of 64

BOARDWALK FRAMING PLAN

(PLAN VIEW SCALE: 3/16" = 1'-0")

1'-5" 6'-41 4" 8' 5'-51

2" 5' 5' 5' 5' 5' 4'-61 2" 5'-51

2" 5' 5' 4'-61 2" 5'-51

2" 5' 4'-61 2" 5'-51

2" 5' 5' 5' 5' 5' 7'-61 2" 7'-61

5' 6'

1:12 SLOPE

S-2.1

NOTE: DIMENSIONS MEASURE TO CENTERLINE OF 4x4 PILINGS

EXCEPT AT THE ENDS, WHICH MEASURE TO THE

EXTERIOR FACE OF THE PILING.

NO SLOPE 1:12 SLOPENO SLOPE 1:12 SLOPENO SLOPE 1:12 SLOPENO SLOPE

1:12 SLOPENO SLOPE

NO SLOPE

4x4 P.T. PILING (TYP.) (1) 2x8 P.T. BEAM

EACH SIDE OF PILING

(TYP.)

2x8 P.T. CONTINUOUS

DECK JOIST @ 24" O.C.

(MAX., TYP.)

4' -1

S-2.1

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T he se d ra w in gs ar e pr ot ec te d by U

.S . c op yr ig ht la w s an d vi ol at or s ar e su bj ec t t o le ga l r ec ou rs e.

2431 Hartford Hwy Dothan, AL. 36305 P: 334-673-9895

1021 Grace Ave Panama City, FL. 32401

P: 850-250-0143 www.northstarengineering.com

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APR, 2026

N. PARRISH P. SANTORA

2603 (VBA)

12-2602 (NES)

Date: 2026.04.24 17:11:16-05'00'

26-54 Beach Access 78 New ADA Boardwalk Construction Project 50 of 64

BOARDWALK DECKING PLAN

(PLAN VIEW SCALE: 3/16" = 1'-0")

16'

LANDING 30' RAMP 5'

LANDING 15' RAMP 5'

LANDING 10' RAMP 5'

LANDING 30' RAMP 8'

LANDING

6'-101 4"

RAMP

2" LANDING

4' -1

1:12 SLOPE 1:12 SLOPE 1:12 SLOPE 1:12 SLOPE 1:12 SLOPE

3' 6'

18.00

TOP OF

DECK

15.50

TOP OF

DECK

14.25

TOP OF

DECK

13.42

TOP OF

DECK

10.92

TOP OF

DECK

10.35

END OF

DECK

NOTE: COORDINATE ALL SPOT ELEVATIONS WITH CIVIL AND

ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. IN

THE EVENT OF A CONFLICT, THE ARCHITECTURAL PLANS

SHALL TAKE PRECEDENCE FOR ALL DIMENSIONS AND

FINISHED FLOOR ELEVATIONS.

S-2.1

4x4 P.T. POST EACH SIDE

OF SIGN

4x4 P.T. PILING

(TYP.)

CONTINUOUS TREX TOP RAIL

(SEE SECTION 1, TYP.)

RELOCATE BEACH ACCESS SIGN

PER ARCH PLANS

PROVIDE CONTINUOUS

ADA COMPLIANT HANDRAIL

ON BOTH SIDES PER ARCH PLANS

S-2.1

18.00

END OF DECK

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, V B

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T he se d ra w in gs ar e pr ot ec te d by U

.S . c op yr ig ht la w s an d vi ol at or s ar e su bj ec t t o le ga l r ec ou rs e.

2431 Hartford Hwy Dothan, AL. 36305 P: 334-673-9895

1021 Grace Ave Panama City, FL. 32401

P: 850-250-0143 www.northstarengineering.com

B O

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APR, 2026

N. PARRISH P. SANTORA

2603 (VBA)

12-2602 (NES)

Date: 2026.04.24 17:11:17-05'00'

26-54 Beach Access 78 New ADA Boardwalk Construction Project 51 of 64

2" 2"

4" 13

L31 2x31

2x1 4x7"-LONG

GALV. STEEL ANGLE

(TYP.)

(2) 11/16"Ø HOLES

IN EACH LEG (TYP.)

(PLAN VIEW SCALE: 3" = 1'-0")

DETAIL 3: PLATE PL-1 (TYP.)

SECTION 1: TYPICAL BOARDWALK SECTION

NOTE: TREAT ALL CUT OFF ENDS & NOTCHES OF P.T. POLES WITH WATERBORNE

COPPER NAPHTHENATE BRUSHED ON WITH COATS OF SOLUTION AT 1 HOUR

INTERVALS UNTIL WOOD STOPS ABSORBING PRESERVATIVE. WAIT A MINIMUM

OF 1 HOUR AFTER BRUSHING TO DRIVE POLES.

N S)

4x4 P.T. PILING (TYP.)

SPACE O.C. AS SHOWN ON PLANS.

(2) 2x8 P.T. BEAM; THRU BOLT

(1) 2x8 TO EACH SIDE OF 4x4

PILING. (TYP.)

FASTEN EACH JOIST TO BEAM

W/ SIMPSON STRONG TIE H2.5A

HURRICANE TIE

(2) 5/8"Ø GALV. THRU BOLTS

@ EACH CONNECTION (TYP.)

3 4"

3' -6

2x8 CONT. DECK JOIST

@ 24" O.C. (MAX., TYP.)

BALLUSTER PATTERN

PER ARCH PLANS (TYP.)

SLOPED TREX GUARDRAIL CAP EACH SIDE.

FASTEN TO BLOCKING OR VERTICAL POSTS

W/ (3) #10 x 3"-LONG POLYMER-COATED

STEEL FLAT HEAD SCREWS.

4x4 P.T. VERTICAL POSTS

2x4 P.T. RAIL EACH SIDE. SECURE TO

EACH VERTICAL POST W/

(2) #10 x 3"-LONG POLYMER-COATED

STEEL FLAT HEAD SCREWS.

PLATE PL-1 W/ (3) 5/8"Ø

GALV. THRU BOLTS INTO EACH

CONNECTED MEMBER (TYP.)

NEW TREX DECK BOARDS W/ 1/8" GAPS (TYP.)

FASTEN EA. DECK PLANK W/ (3) #10 x 2-1/2"

POLYMER-COATED STEEL FLAT HEAD SCREWS

TO EA. EXTERIOR P.T. 2x8 JOIST, & W/ (2)

SCREWS TO EA. INTERIOR JOIST.

(SECTION VIEW SCALE: 1" = 1'-0")

2x8 P.T. BLOCKING BETWEEN

JOISTS @ EXTERIOR

PLACE BLOCKING CENTERED

ON ALL RAIL POSTS

GRADE

(VARIES)

DECK F.F.

±0'-0"

(3) 12d GALV. TOE NAILS

@ EACH END OF BLOCKING

(TYP.) 3'

ADA COMPLIANT HANDRAIL

PER ARCH PLANS (TYP.)

4" 13

GRADE

18.0' (VERIFY)

SIGN HEIGHT

(VERIFY)

BALLUSTER PATTERN

PER ARCH PLANS (TYP.)

SLOPED TREX GUARDRAIL CAP EACH SIDE.

FASTEN TO BLOCKING OR VERTICAL POSTS

W/ (3) #10 x 3"-LONG POLYMER-COATED

STEEL FLAT HEAD SCREWS.

4x4 P.T. RAIL POST

(TYP.)

2x4 P.T. RAIL EACH SIDE. SECURE TO

EACH VERTICAL POST W/

(2) #10 x 3"-LONG POLYMER-COATED

STEEL FLAT HEAD SCREWS.

2x8 CONT. DECK JOIST

@ 24" O.C. (MAX., TYP.)

2x8 P.T. RIM JOIST

ADA COMPLIANT HANDRAIL

& END EXTENSION

PER ARCH PLANS (TYP.)

SIMPSON STRONG TIE

A35 CONNECTOR

PLATE PL-1 W/ (2) 5/8"Ø

GALV. THRU BOLTS INTO EACH

CONNECTED MEMBER (TYP.)

EXISTING BEACH ACCESS

#78 SIGN TO BE RELOCATED

PER ARCH PLANS

SECTION 2: BOARDWALK END SECTION

(SECTION VIEW SCALE: 1" = 1'-0")

NEW TREX DECK BOARDS W/ 1/8" GAPS (TYP.)

FASTEN EA. DECK PLANK W/ (3) #10 x 2-1/2"

POLYMER-COATED STEEL FLAT HEAD SCREWS

TO EA. EXTERIOR P.T. 2x8 JOIST, & W/ (2)

SCREWS TO EA. INTERIOR JOIST.

EMBED PILING IN 24"x24"x48"

SQUARE CONCRETE FOOTING (TYP.)

2' 2'

3' -4

2' 2'

EMBED PILING IN 24"x24"x48"

SQUARE CONCRETE FOOTING (TYP.)

3'-6"

4'-6"

COMPACT TO 98%

STD. PROCTOR

PROVIDE GALV. LAG BOLT IN

BOTTOM OF PILING FOR

STANDOFF (TYP.)

3" (MIN.)

COMPACT TO 98%

STD. PROCTOR

PROVIDE GALV. LAG BOLT IN

BOTTOM OF PILING FOR

STANDOFF (TYP.)

3" (MIN.)

U C

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R ep ro du ct io n or e le ct ro ni c tra ns m is si on o f th es e dr aw in gs o r a ny p ar t t he re of is pr oh ib ite d w ith ou t w rit te n ap pr ov al o f t he ar ch ite ct

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T he se d ra w in gs ar e pr ot ec te d by U

.S . c op yr ig ht la w s an d vi ol at or s ar e su bj ec t t o le ga l r ec ou rs e.

2431 Hartford Hwy Dothan, AL. 36305 P: 334-673-9895

1021 Grace Ave Panama City, FL. 32401

P: 850-250-0143 www.northstarengineering.com

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APR, 2026

N. PARRISH P. SANTORA

2603 (VBA)

12-2602 (NES)

Date: 2026.04.24 17:11:17-05'00'

26-54 Beach Access 78 New ADA Boardwalk Construction Project 52 of 64

File details come from the government source that posted it. Updated Jul 28, 2026.