2026-01-26_9539_Madeira_Beach_Approved_Plans.pdf

S

W E

N

SITE

PROJECT

LARGO, FLORIDA 33770

FOR AGENCY USE

GFY PROJECT NO.

SECTION 03, TOWNSHIP 31 SOUTH, RANGE 15 EAST

CONSTRUCTION PLANS

PROJECT

LOCATION

S

W E

N

591 TOM STUART CSWY

MADEIRA BEACH, FL 33708

PINELLAS COUNTY SCHOOL BOARD

301 4TH STREET SOUTH WEST

25004900ST

JEREMY LUNSFORD

MADEIRA BEACH DOCK REPAIR

Know what's below.

before you dig.Call

R callsunshine.com

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE

LOCATION, TYPE, MATERIAL AND DEPTH OF ALL UTILITIES IN

THE AREA OF THIS PROJECT (ABOVE AND BELOW GROUND).

CONTRACTOR SHALL NOTIFY UTILITY OWNER(S) 48 HOURS

PRIOR TO BEGINNING WORK. CONTRACTOR TO NOTIFY

ENGINEER OF RECORD OF ANY POTENTIAL UTILITY

CONFLICTS PRIOR TO ANY CONSTRUCTION ACTIVITIES.

Since 1919

George F. Young, Inc.

PINELLAS COUNTY SCHOOL BOARD

301 4TH STREET SOUTH WEST

LARGO, FLORIDA 33770

PHONE: 727-276-0825

GEORGE F. YOUNG, INC.

OWNER:

STRUCTURAL

ENGINEERING:

PROJECT CONTACT LIST:

EMAIL: jlunsford@georgefyoung.com

MANDANA RAHGOZAR

EMAIL: rahgozarm@pscb.org

299 DR. MARTIN LUTHER KING JR. ST. N.

ST. PETERSBURG, FLORIDA 33701

PHONE: (727) 822-4317

FAX: (727) 822-2919

JEREMY LUNSFORD 84620

I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THE DESIGN OF THIS PROJECT, AS PREPARED UNDER MY PERSONAL DIRECTION AND CONTROL, COMPLIES WITH ALL APPLICABLE STANDARDS.

THESE PLANS ARE IN COMPLIANCE WITH THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS ADOPTED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTIONS 335.075(1) AND (4), FLORIDA STATUTES AND THE COUNTY

LAND DEVELOPMENT REGULATIONS.

THESE PLANS ARE IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (A.D.A.) MANUAL, AT CURBS, GUTTERS, SIDEWALKS, INTERSECTIONS, ETC.

THESE PLANS ARE IN COMPLIANCE WITH THE FLORIDA ACCESSIBILITY CODE AT CURBS, GUTTERS, SIDEWALKS, INTERSECTIONS, ETC.

WATER MAINS AND HYDRANTS SHALL BE COMPLETED AND SERVICE PRIOR TO COMMENCING VERTICAL

CONSTRUCTION ON ANY BUILDING OR BRINGING COMBUSTIBLE STOCK ON SITE.

PINELLAS COUNTY LOCATION MAP

N.T.S.

PARCEL NUMBER 03-31-15-00000-340-0100

SCHOOL BOARD MEMBERS:

KEVIN K. HENDRICK - SUPERINTENDENT

LAURA HINE - CHAIRWOMAN, AT LARGE DISTRICT #1

CAPRICE EDMOND - VICE CHAIRMAN, SINGLE MEMBER DISTRICT #7

LISA N. CANE - AT LARGE DISTRICT #2

DAWN M. PETERS - AT LARGE DISTRICT #3

EILEEN LONG - SINGLE MEMBER DISTRICT #4

KATIE BLAXBERG - SINGLE MEMBER DISTRICT #5

STEPHANIE MEYER - SINGLE MEMBER DISTRICT #6

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY NICOLAS MALABET ON THE DATE

ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

PREPARED FOR

VICINITY MAP

N.T.S.

Sheet List Table Sheet Number Sheet Title

S000 COVER

GENERAL NOTES

S101 DOCK AND BOARDWALK EXISTING LAYOUT

S201 BOARDWALK SECTIONS AND DETAILS

S301 WOOD TYPICAL DETAILS

S001

PCS PROJECT NO. 9539

AIDAN BANNISTERPROJECT

MANAGER: EMAIL:bannistera@pcsb.org

PINELLAS COUNTY SCHOOL BOARD

301 4TH STREET SOUTH WEST

LARGO, FLORIDA 33770

PHONE: 727-598-6502

AutoCAD SHX Text

ST. PETERSBURG

AutoCAD SHX Text

PINELLAS PARK

AutoCAD SHX Text

TAMPA BAY

AutoCAD SHX Text

BELCHER RD

AutoCAD SHX Text

CLEARWATER HARBOR

AutoCAD SHX Text

PARK BLVD

AutoCAD SHX Text

54TH AVE N

AutoCAD SHX Text

CENTRAL AVE

AutoCAD SHX Text

BAYWAY

AutoCAD SHX Text

22ND AVE N

AutoCAD SHX Text

PARK ST

AutoCAD SHX Text

INDIAN ROCKS RD

AutoCAD SHX Text

OAKHURST RD

AutoCAD SHX Text

GULF BLVD

AutoCAD SHX Text

66TH ST

AutoCAD SHX Text

RIDGE RD

AutoCAD SHX Text

SEMINOLE BLVD

AutoCAD SHX Text

STARKEY RD

AutoCAD SHX Text

CROSS BAYOU

AutoCAD SHX Text

WEST BAY DRIVE

AutoCAD SHX Text

BELLEAIR RD

AutoCAD SHX Text

ULMERTON RD

AutoCAD SHX Text

54TH AVE S

AutoCAD SHX Text

5TH AVE N

AutoCAD SHX Text

22ND AVE S

AutoCAD SHX Text

49TH ST

AutoCAD SHX Text

ROOSEVELT BLVD

AutoCAD SHX Text

4TH ST

AutoCAD SHX Text

9TH ST

AutoCAD SHX Text

EAST LAKE ROAD

AutoCAD SHX Text

38TH AVE N

AutoCAD SHX Text 64th

AutoCAD SHX Text

WAY

AutoCAD SHX Text

TARPON

AutoCAD SHX Text

MAIN ST

AutoCAD SHX Text

UNION ST

AutoCAD SHX Text

SUNSET POINT RD

AutoCAD SHX Text

DREW ST

AutoCAD SHX Text

GULF TO BAY BLVD

AutoCAD SHX Text

CURLEW ROAD

AutoCAD SHX Text

MAIN ST

AutoCAD SHX Text

ST. JOSEPH'S SOUND

AutoCAD SHX Text

TAMPA ROAD

AutoCAD SHX Text

KLOSTERMAN

AutoCAD SHX Text

ALDERMAN ROAD

AutoCAD SHX Text

FLORIDA AVE.

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

TARPON AVE

AutoCAD SHX Text

MCMULLEN-BOOTH RD

AutoCAD SHX Text

BOCA CIEGA BAY

AutoCAD SHX Text H I L L S B O R O U G H

AutoCAD SHX Text C O U N T Y

AutoCAD SHX Text P A S C O C O U N T Y

AutoCAD SHX Text

LAKE SEMINOLE

AutoCAD SHX Text G U L F O F M E X I C O

AutoCAD SHX Text M A N A T E E C O U N T Y

AutoCAD SHX Text

LOGIN:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

PLOTTED: 1/6/2026 1:33 PM

AutoCAD SHX Text LOGIN: Hawk, Aiden

AutoCAD SHX Text FILE: Z:\Shared\prod\project\str\stp\2025\25004900ST\Revit\Families\25004900ST CV.dwg

AutoCAD SHX Text

PHONE: (727) 822-4317 WWW.GEORGEFYOUNG.COM

AutoCAD SHX Text

299 DR. MARTIN LUTHER KING JR. STREET N. ST. PETERSBURG, FLORIDA 33701

AutoCAD SHX Text

ENGINEERING CERTIFICATE OF AUTHORIZATION NUMBER 21

AutoCAD SHX Text

ECOLOGY

AutoCAD SHX Text

SURVEYING

AutoCAD SHX Text

CIVIL, TRANSPORTATION, SUBSURFACE & STRUCTURAL ENGINEERING

AutoCAD SHX Text

LAKEWOOD RANCH

AutoCAD SHX Text

ST. PETERSBURG

AutoCAD SHX Text

TAMPA

AutoCAD SHX Text

GAINESVILLE

AutoCAD SHX Text

GIS

AutoCAD SHX Text

PLANNING

AutoCAD SHX Text

LAKE WALES

AutoCAD SHX Text

PUNTA GORDA

AutoCAD SHX Text

DATE

AutoCAD SHX Text No.

AutoCAD SHX Text No 84620

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text O

AutoCAD SHX Text O

AutoCAD SHX Text O bcc107388 Construction Plan Approved Stamp

S101

A101

SIM

SYMBOL

■ NEW COLUMN GRID LINE

■ EXISTING COLUMN GRID LINE

■ PLAN TITLE

PLAN TITLE

VIEW NUMBER

SCALE

SECTION TITLE

VIEW NUMBER

SCALE

REFERENCE SHEET

■ SECTION TITLE

VIEW NUMBER

REFERENCE SHEET

■ ELEVATION TAG

■ SECTION TAG

VIEW NUMBER

REFERENCE SHEET

N

■ NORTH ARROW

View Title

1/8" = 1'-0"

View Title

S-101 1/8" = 1'-0"

DESCRIPTION

STATE OF

L F A

DIO

C L

I ENS E

P R O F E

S S I

A L

EN

G I N E E R

R

ON

No. 84620

R E

M Y

P. LUNS

FO

E J

R D

S in ce

G eo rg e

F Y o u n g

In c.

E N G

IN

E E R

IN

G

C E R T

IF

IC

A T E

O F

A U T H O R

IZ

A T

IO

N

N U M B E R

E C O L O G Y

S U R V E Y

IN

G

C

IV

IL

T R A N S P O R T A T

IO

N S U B S U R F A C E

S T R U C T U R A L

E N G

IN

E E R

IN

G

L A K E W O O D

R A N C H

S T P E T E R S B U R G

T A M P A

G A

IN

E S V

IL

L E

G

IS

P L A N N

IN

G

L A K E

W A L E S P U N T A

G O R D A

P H O N E

(8

W

W .G E O R G E

FY

O U N G .C O M

D R M A R

TI

N

LU

TH

E R

K

IN

G

JR

S T R E E T

N S T P E

TE

R S B U R G

FL

O R

ID

A

DC

BA

B u r e a u o f

D e s ig n a n d

C o n s t r u c t io n

D A T E

R E V

IS

IO

N

S Y M B O L

D A T E

R E V

IS

IO

N

S Y M B O L D iv is io n o f R e c r e a ti o n a n d

P a r k s

D e p a r tm e n t o f E n v ir o n m e n ta l P r o te c ti o n

C o m m o n w e a lt h

B lv d

T a ll a h a s s e e F L

(8

S T A T E

P R O J E C T

N o

IS

S U E

D A T E

C O M P F

IL

E

N o

R E V

IE

W E D

B Y

D R A W N

B Y

D E S

IG

N E R

C o n s u lt a n t:

P R O F E S S

IO

N A L

R E G

IS

T R A T

IO

N

P R O J E C T

T

IT

L E

SHEET NO.

S H E E T

T

IT

L E

V R

V R

J L

G E

N E

R A

L N

O T

E S

M A

D E

IR

A

B E

A C

H F

U N

D A

M E

N T

A L

S C

H O

O L

D O

C K

S A

N D

B O

A R

D W

A L K

S R

E P

A

IR

S001

GN. GENERAL

1 THE STRUCTURAL DRAWINGS AND SPECIFICATIONS ARE A PORTION OF THE

CONSTRUCTION DOCUMENTS. THE CONTRACTOR AND SUBCONTRACTORS SHALL

REFERENCE, AND COORDINATE WITH ALL OTHER DISCIPLINE’S DRAWINGS. ANY

DISCREPANCIES OR OMISSIONS SHALL BE REPORTED TO THE STRUCTURAL

ENGINEER AND ARCHITECT.

2 DESIGN CRITERIA:

A GENERAL BUILDING CODE:

2023 FLORIDA BUILDING CODE, 8TH EDITION (2023)

B DESIGN LOAD CRITERIA:

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,

AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE 7-22

C CONCRETE:

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,

AMERICAN CONCRETE INSTITUTE, ACI 318

D STRUCTURAL STEEL:

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS,

AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360

E WOOD:

NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION

AMERICAN WOOD COUNCIL, NDS

3 DESIGN LOADS

A DEAD LOADS (PSF):

ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE SHOWN ON THE

ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE REPORTED BY THE

CONTRACTOR THE STRUCTURAL ENGINEER OF RECORD FOR VERIFICATION OF

LOAD-CARRYING CAPACITY.

B LIVE LOADS (PSF):

BOARDWALK------------------------------------------------------60

C WIND LOADS:

ULTIMATE DESIGN WIND SPEED, Vult (MPH)------------------------155 ALLOWABLE DESIGN WIND SPEED, Vasd (MPH)-----------------------121

RISK CATEGORY-------------------------------------------------III

EXPOSURE CATEGORY-----------------------------------------------B

INTERNAL PRESSURE COEFFICIENT-------------------------------±0.18

FOR WALL COMPONENT AND CLADDING PRESSURES – SEE TYPICAL DETAILS

D SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR, Ie--------------------------------1.00

SITE CLASS------------------------------------------------------D

SEISMIC DESIGN CATEGORY-----------------------------------------A

MAPPED SPECTRAL RESPONSE ACCELERATIONS:

Ss-------------------------------------------------------0.063 S1-------------------------------------------------------0.029

SITE COEFFICIENTS:

Fa--------------------------------------------------------1.60 Fv--------------------------------------------------------2.40

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Sds------------------------------------------------------0.056 Sd1------------------------------------------------------0.041

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE METHOD

E RAIN LOADS:

RAIN INTENSITY, I--------------------------------------------4.44

RAIN LOAD (PSF)------------------------------------------------00

4 SUBMITTALS:

A REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS BY THE STRUCTURAL

ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO

REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTING TO THE

STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE

FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE

SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND

DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL SHOP DRAWINGS

MUST BE REVIEWED AND “APPROVED” BY THE CONTRACTOR PRIOR TO

SUBMITTAL.

B ELECTRONIC SHOP DRAWINGS ARE TO BE SUBMITTED TO THE STRUCTURAL

ENGINEER IN .PDF FORMAT.

C RESUBMITTED SHOP DRAWINGS SHALL HAVE ALL NOTED CHANGES SINCE THE

PREVIOUS SUBMISSION IDENTIFIED BY CLOUDING OR OTHERWISE CLEARLY

IDENTIFIED.

D SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT FOR REVIEW ALL SHOP

DRAWINGS AND DELEGATED DESIGN DRAWINGS REFERENCED ON THE SUBMITTAL

SCHEDULE SHOWN IN TYPICAL DETAILS. DELEGATED DESIGN DRAWINGS ARE TO BE

DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE

PROJECT IS LOCATED. CALCULATIONS SIGNED AND SEALED BY THE LICENSED

ENGINEER SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW.

5 ALL DETAILS SHOWN IN THE DRAWINGS ARE TYPICAL. SIMILAR DETAILS APPLY

TO SIMILAR CONDITIONS.

6 THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES,

SEQUENCING, AND PROCEDURE OF CONSTRUCTION.

7 CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED

FLOORS/ROOFS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ENSURE THAT

CONSTRUCTION LOADS DO NOT EXCEED THE NOTED DESIGN LIVE LOADS.

FD. FOUNDATIONS

1 A GEOTECHNICAL ENGINEER, EMPLOYED BY THE CONTRACTOR, SHALL PROVIDE

COMPACTED FILL REQUIREMENTS FOR THE BUILDING PAD, AND REVIEW

FOUNDATION BEARING SURFACE TO VERIFY THE BASIS OF DESIGN BEARING

PRESSURE NOTED BELOW. DO NOT PLACE ANY FOUNDATIONS PRIOR TO THE

GEOTECHNICAL ENGINEER’S APPROVAL.

2 ALL FOUNDATION BEARING SURFACES SHALL BE INSPECTED AND APPROVED BY THE

GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE TO ENSURE COMPLIANCE WITH NOTED

PRESSURES.

3 FINAL BEARING ELEVATIONS MAY VARY AS REQUIRED TO PROVIDE PROPER BEARING

CAPACITY IN AN APPROVED BEARING STRATUM AS DETERMINED BY THE GEOTECHNICAL

ENGINEER.

4 FOOTINGS SHALL BE NEATLY EXCAVATED WHERE POSSIBLE AND FREE OF LOOSE OR WET

MATERIALS. WHERE SOFT OR UNSUITABLE BEARING SURFACES ARE ENCOUNTERED, THE AREA

SHALL BE UNDERCUT AS REQUIRED AND REPLACED WITH LEAN CONCRETE OR COMPACTED,

DENSE GRADED STONE AS DIRECTED BY THE GEOTECHNICAL ENGINEER.

5 FOOTINGS SHALL BE PLACED THE SAME DAY AS INSPECTED BY THE GEOTECHNICAL ENGINEER

UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER.

6 COMPACTED FILL SHALL MEET THE REQUIREMENTS NOTED IN THE GEOTECHNICAL REPORT.

EXCAVATED MATERIAL MAY BE USED AS BACKFILL WITH WRITTEN APPROVAL FROM THE

GEOTECHNICAL ENGINEER STATING THAT SUCH MATERIAL IS SUITABLE AS BACKFILL AND

INSTRUCTIONS ARE GIVEN FOR PROPER MOISTURE CONTENT AND COMPACTION.

7 FOUNDATION AND RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL CONCRETE HAS

REACHED NOTED 28-DAY COMPRESSIVE STRENGTH.

8 PROVIDE 4” OF COMPACTED GRANULAR FILL BENEATH ALL SLABS ON GRADE. PROVIDE 10

MIL VAPOR RETARDER BETWEEN BOTTOM OF SLAB AND TOP OF GRANULAR FILL.

WD. WOOD

1 ALL LUMBER SHALL BE VISUALLY GRADED, SOUTHERN PINE NO. 2 DIMENSIONAL LUMBER,

SEASONED WITH A MAXIMUM MOISTURE CONTENT OF 19%.

2 GRADES SHALL BE DETERMINED IN ACCORDANCE WITH SPIB GRADING RULES AGENCY.

3 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.

4 BRACE STUD WALLS UNTIL ALL PLYWOOD DECKING, ROOF TRUSSES, AND SHEAR PANELS ARE

IN PLACE.

5 WHEN NAILING IS NOT SHOWN IN PLANS, NAIL PER TABLE 2304.9.1 IN THE 2020 FLORIDA

BUILDING CODE (7TH EDITION).

6 WOOD CONNECTOR ELEMENTS SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS:

BOLTS--------------------------------------------------------ASTM A307

HEX NUTS AND WASHERS-----------------------------------------ASTM A653

NAILS, WIRE BRADS, STAPLES----------------------------------ASTM F1667

POWER DRIVEN FASTENERS-----------------------------------------NER-272

WOOD SCREWS-----------------------------------------------ASME B18.6.1

LAG BOLTS-------------------------------------------------ASME B18.2.1

7 ALL CONNECTOR TYPES REFER TO SIMPSON STRONG-TIE SPECIFICATIONS. ANY CHANGES,

MODIFICATIONS, OR SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER OF RECORD FOR

APPROVAL PRIOR TO CONSTRUCTION.

8 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE REQUIREMENTS OUTLINED IN ANSI

A190.1 “PRODUCT STANDARD FOR GLUED LAMINATED TIMBER”, AMERICAN PLYWOOD

ASSOCIATION.

9 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE REQUIREMENTS OUTLINED IN AITC 402

“STANDARD FOR STRUCTURAL COMPOSITE LUMBER FOR USE IN GLUED LAMINATED TIMBER”,

AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.

Structural Submittal Schedule

Description For

Approval For

Record Signed & Sealed

Shop Dwgs Signed &

Sealed Calcs

31600 FOUNDATIONS

DEEP FOUNDATION LAYOUT X

61000 WOOD CONSTRUCTION

SAW CUT WOOD PRODUCT DATA FOR WALL STUDS, FLOOR JOISTS, AND

CONNECTIONS

X

ENGINEERED WOOD PRODUCT

DATA

FOR WALL STUDS, FLOOR JOISTS, AND

CONNECTIONS

X

NAIL PRODUCT DATA X

BD. BOARDWALK/DOCK NOTES

1 TIDE DATA: EXTEND PUBLISHED TIDE DATUM, TIDE STATION XX,

GULFPORT MUNICIPAL PIER, MHW = XX FT NGVD-XX; MLW = XX FT NGVD-XX.

2 ALL DECKING TO HAVE A MINIMUM 1" OVERHANG PAST STRINGER. TRIM BOTH

SIDES.

3 DOCK FRAMING TO BE CONSTRUCTED USING STAINLESS STEEL RING SHANK 16D

NAILS. DECKING TO BE SECURED TO STRINGERS AND HANDRAILS TO 4" X 4"

POSTS WITH 3" SELF-TAPPING GALVANIZED SCREWS. SCREWS TO BE QUIK

DRIVE GALVANIZED RUSTBUSTER WSCR212 OR ENGINEER'S APPROVED EQUAL.

4 ALL DECK AND DOCK FRAMING OTHER THAN DECKING, HANDRAILS AND 4" X 4"

POSTS TO BE MINIMUM GRADE 2 LUMBER. HANDRAIL 4" X 4"

POSTS TO BE GRADE 1. DECK AND RAIL BOARDS TO BE GRADE 1 DENSE, E4E.

5 RASP OR FEATHER ALL SAW CUTS.

6 DECK BOARDS TO BE BUTTED WITH GAP AT TIME OF INSTALLATION NOT TO

EXCEED 1/8".

7 DOCK/DECK SLOPES AT SEAWALL CROSSING LOCATIONS AND AT ENTRANCE

LOCATIONS NOT EXCEED 1' VERTICAL IN 12' HORIZONTAL SO AS TO

REMAIN HANDICAP (ADA) ACCESSIBLE.

8 ALL BOARDWALKS AND DOCKS/DECKS, EITHER ABOVE LAND AREAS OR WATER

AREAS, TO HAVE 9 GAUGE GALVANIZED, BLACK VINYL COATED WIRE FENCING.

9 ALL INTERMEDIATE STRINGERS TO BE LAP JOINTED AT PILE BENTS, BEARINGS ON

BOTH CAPS.

10 PILING CENTER TO CENTER SPACING TO BE 10 FT MAXIMUM.

11 ALL PILINGS WILL BE SEATED WITH A FREE FALLING DEVICE IF WATER

JETTING IS PILE DRVING METHOD.

12 SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT STAFF SHALL BE

RESPONSIBLE FOR IDENTIFYING AND APPROVING THE TRIMMING OF

MANGROVES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TRIMMING,

REMOVAL AND DISPOSAL OF CUT MANGROVE VEGETATION AND BRAZILIAN

PEPPER TREES.

MANGROVE TRIMMING SHALL NOT EXCEED 1'-0" FROM EITHER SIDE OF

BOARDWALKS/DOCKS.

THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE

TRIMMING, REMOVAL, AND DISPOSAL OF BRAZILIAN PEPPER AND OTHER

NUISANCE VEGETATION AS MAY BE REQUIRED TO CONSTRUCT THE PROJECT.

13 FIELD ADJUSTMENTS OF THE BOARDWALK LAYOUT AND ELEVATION SHALL BE

MADE BY THE SWFWMD STAFF PRIOR TO CONSTRUCTION.

14 THE PATH OF THE BOARDWALK SHALL MEANDER TO AVOID MANGROVE TREES AND

TO AVOID A LINEAR PROFILE. TURNS SHALL BE ANGULAR WITH STRAIGHT

RUNS OF 10, 20 OR 30 FEET NOMINAL.

15 ALL CONSTRUCTION SHALL COMPLY WITH ADA STANDARDS.

16 TOP AND BOTTOM RAILS AROUND DECKS SHALL BE FULL LENGTH WITH SUPPORT

4" X 4" POSTS EVERY 5' MINIMUM.

17 NOTE THE 90' X 6' DOCK ON THE WEST PORTION OF SITE IS TO BE RAILED

ON BOTH SIDES AND FENCED WITH A GATE AT THE WATERWARD END AS IT

ACCESSES THE TERMINAL PLATFORM. THE 26' X 40' TERMINAL PLATFORM IS

NOT TO BE RAILED OR FENCED.

18 NOTE THE OUTBOARD PILINGS ON THE 26' X 40' TERMINAL PLATFORM OF THE

DOCK ON WEST PORTION OF SITE ARE TO EXTEND 42" ABOVE MAIN DECK FINISH

ELEVATION. (ELEVATION = 8.3' NGVD +-)

19 9 GAUGE GALVANIZED WIRE FENCE, BLACK VINYL COATED, SHALL BE

PURCHASED AND INSTALLED IN A STANDARD WIDTH.

20 BIDS SHALL INCLUDE UNIT PRICING OF THE OCTAGONAL DECK (PER SQUARE

FOOT BASIS), THE 12' X 20' DECK (PER SQUARE FOOT BASIS) AND THE

BOARDWALK (PER LINEAR FOOT BASIS). UNIT RPICES TO INCLUDE COMPLETE

STRUCTURES INCLUDING RAILS AND FENCING.

21 ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE HAULED OFF-SITE AND

DISPOSED OF AT THE CONTRACTOR'S EXPENSE.

22 TURBIDITY CONTROL DEVICES SHALL BE PROVIDED AND MAINTAINED BY THE

CONTRACTOR AS NEEDED TO PREVENT VIOLATION OF STATE WATER QUALITY

STANDARDS.

23 CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE LOADED ONTO A BARGE

FROM A LOCAL MARINA OF THE CONTRACTORS CHOICE AND TRANSPORTED TO THE

CONSTRUCTION SITE AS NEEDED. NO MATERIALS OR EQUIPMENT SHALL BE

STAGED ON SITE TO PREVENT INJURY OR INCONVENIENCE TO STUDENT OR STAFF.

24 FINISH GRADES ARE TO BE AS INDICATED ON PLANS NOTWITHSTANDING MINOR

FIELD ADJUSTMENTS BY THE DEP STAFF.

25 THE CONTRACTOR SHALL INSTALL AND MAINTAIN A TEMPORARY 6' HIGH

CHAIN-LINK FENCE AROUND THE CONSTRUCTION SITE TO ENSURE SAFTEY.

THE FENCE SHALL REMAIN CLOSED EXCEPT AS NEEDED FOR PASSAGE OF

CONSTRUCTION VEHICLES AND PERSONNEL.

26 NO MITIGATION IS REQUIRED AS PART OF THIS PROJECT.

27 TRIMMING OF MANGROVES WILL BE RESTRICTED TO THE FOOTPRINT OF THE

STRUCTURE AND 8'-0" ABOVE FINISHED DECKS. BRANCHES MUST NOT BE CUT

AND ONLY TIED BACK DURING CONSTRUCTION.

@ AT

& AND

# NUMBER OR POUND

% PERCENT

Ø DIAMETER

° DEGREE

ASD ALLOWABLE STRESS DESIGN

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

AWS AMERICAN WELDING SOCIETY

AFF ABOVE FINISH FLOOR

ARCH. ARCHITECT OR ARCHITECTURAL

AESS ARCHITECTURALLY EXPOSED STRUCTURAL

STEEL

AHU AIR HANDLING UNIT

ALT ALTERNATE

BRG BEARING

BOF BOTTOM OF FOUNDATION

BOT BOTTOM

BLDG BUILDING

BTWN BETWEEN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CONT CONTINUOUS

CJ CONTROL JOINT

CLR CLEAR

COL COLUMN

C CHANNEL

COMP COMPRESSION

CONN CONNECTION

CONTR CONTRACTOR

DIA DIAMETER

DIM DIMENSION

DWLS DOWELS

DBL DOUBLE

DEG DEGREE

DP DRILLED PIER

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

ES EACH SIDE

EQ EQUAL

EXP EXPANSION

EW EACH WAY

EOD EDGE OF DECK

EOS EDGE OF SLAB

EMBED EMBEDMENT

ENGR ENGINEER

FF FINISH FACE

FT FOOT OR FEET

FTG FOOTING

FDN FOUNDATION

FV FIELD VERIFY

FS FAR SIDE

GALV GALVANIZED

GA GAUGE

GR GRADE

H. STUD HEADED STUDS

IN INCH

INFO INFORMATION

JT JOINT

JST JOIST

JG JOIST GIRDER

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

KLF KIPS PER LINEAR FOOT

LLV LONG LEG VERTICAL

LLH LONG LEG HORIZONTAL

LBS POUNDS

L ANLGE

MIN MINIMUM

MAX MAXIMUM

MRF MANUFACTURER

M MOMENT

MECH MECHANICAL

MISC MISCELLANEOUS

NWC NORMAL WEIGHT CONCRETE

NS NS

N.T.S NOT TO SCALE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

PC PILE CAP

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PCI POUNDS PER CUPIC FOOT

PLF POUNDS PER LINEAR FOOT

R RADIUS

REINF REINFORCEMENT

SECT SECTION

SC SHEAR CONNECTOR

SLV SHORT LEG VERTICAL

SIM SIMILAR

SOG SLAB ON GRADE

STD STANDARD

STL STEEL

SDI STEEL DECK INSTITUTE

SF SQUARE FOOT

STIFF STIFFENER

SUP SUPPORT

SYM SYMMETRICAL

STD STANDARD

T TOP

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TOPC TOP OF PILE CAP

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

US UNDERSIDE

WWR WELDED WIRE REINFORCEMENT

W/ WITH

W/O WITHOUT

bcc107388 Construction Plan Approved Stamp

EXISTING L-DOCK

REPLACED/REPAIR EXISTING

4" PVC SUCTION LINE TIED TO

PILES W/ S.S. STRAPPING AT

1' OFF BOTTOM

FINISH ELEVATION = 4.47 +-

NAVD

(MATCH TO EXISTING

SEAWALL ELEVATION

LOWER DOCK

(18" STEPDOWN)

TOTAL AREA OF

DOCK IS 1580

SQUARE FEET

OUTBOARD PILINGS (3

SIDES) TO EXTEND 42"

ABOVE MAIN DECK

(ELEVATION = 7.97' NAVD

UPPER DOCK

REPLACE GATE -

BY OTHERS

REPLACE 4" PVC CAP. DRILL 4

1/2" HOLES IN CAP AND 10 1/2"

HOLES IN LAST 4 FEET

TYP

6' WIDE WALKWAY

' L O

N G

EXISTING SEA WALL

26'X40' DOCK TO

BE REPLACED

26' WIDE

REPLACE BOARDWALK 10FT

BEYOND DOCK REPLACEMENT

OR IRREPLARABLE BOARDWALK -

FIELD VERIFY EXTENT

S101

S101

TURBIDITY BARRIER SEE

DETAILS ON SHEET 6/S201

V E

R

IF

Y I N

F

IE

L D

A

P P

R O

X

IM

A T

E D

IS

T

A N

C E

FT

L O

N G

EXISTING

TIDAL LAGOON

6FT W

IDE

DOCK TO PARALLEL

MANGROVE LINE AND BE 6'

MIN FROM MANGROVE LINE

20FT W

IDE 20

FT

L

O N

G

OBSERVATION WILDLIFE

DECK TO BE REPLACED

AS IS -

FFE = 5' ABOVE MEAN

HIGH WATER LEVEL

NATURE TRAIL WALKWAY DECK TO BE

REPLACED -

TRANSITION TO MEET OBSERVATION

DECK AT FFE = 5' ABOVE MEAN HIGH

WATER LEVEL

EXTEND REPLACEMENT 10'-0" BEYOND

DAMAGED BOARDWALK WITHOUT

EXCEEDING 60'-0" - FIELD VERIFY

EXTENT OF REPLACEMENT

NATURE TRAIL WALKWAY DECK TO BE

REPLACED -

TRANSITION TO MEET OBSERVATION

DECK AT FFE = 5' ABOVE MEAN HIGH

WATER LEVEL

EXTEND REPLACEMENT 10'-0 BEYOND

DAMAGED BOARDWALK WITHOUT

EXCEEDING 60'-0" - FIELD VERIFY

EXTENT OF REPLACEMENT

TYP

6' W

ID

E W A

LK

W A Y

EXST FFE = 5'-0"

EXST FFE = 5'-0"

EXST FFE = 4'-0"

EXST FFE = 4'-0"

EXST FFE = 4'-0"

12'X20' DECK TO

BE REPLACED

EXISTING SEAWALL

TO REMAIN

T Y

P

' W

ID

E

W A

L K

W A

Y

MISCELLANEOUS

REPAIRS THROUGHOUT

THE BOARDWALK -

SEE PLAN NOTES

E X

S T

M A

N G

R O

V E

L

IN

E

S201

S201

S201

S201

S201

MISCELLANEOUS

REPAIRS THROUGHOUT

THE BOARDWALK -

SEE PLAN NOTES

TURBIDITY BARRIER SEE

DETAILS ON SHEET

6/S201

V.I.F.

95'-0" APPROX. DIST.

V.I.F.

85'-0" APPROX. DIST.

S201

S201

55' - 0" 15' - 0"20' - 0"

EL. = 4.47'

EXISTING SEAWALL

EL. = 5.87'

EL. = 4.47

SPACING

10' MAX

TURBIDITY BARRIER

SEE DETAILS ON

SHEET 6/S201

6' - 0" 20' - 0"

BOLLARD POLES BOLLARD POLES

EL.= 2.97'

EL. = 4.47'

SPACING

5FT MAX

18" STEP DOWN

WITH 7" MAX STEP

HEIGHT

TURBIDITY BARRIER

SEE DETAILS ON

SHEET 6/S201

STATE OF

L F A

DIO

C L

I ENS E

P R O F E

S S I

A L

EN

G I N E E R

R

ON

No. 84620

R E

M Y

P. LUNS

FO

E J

R D

S in ce

G eo rg e

F Y o u n g

In c.

E N G

IN

E E R

IN

G

C E R T

IF

IC

A T E

O F

A U T H O R

IZ

A T

IO

N

N U M B E R

E C O L O G Y

S U R V E Y

IN

G

C

IV

IL

T R A N S P O R T A T

IO

N S U B S U R F A C E

S T R U C T U R A L

E N G

IN

E E R

IN

G

L A K E W O O D

R A N C H

S T P E T E R S B U R G

T A M P A

G A

IN

E S V

IL

L E

G

IS

P L A N N

IN

G

L A K E

W A L E S P U N T A

G O R D A

P H O N E

(8

W .G E O R G E

FY

O U N G .C O M

D R M A R

TI

N

LU

TH

E R

K

IN

G

JR

S T R E E T

N S T P E

TE

R S B U R G

FL

O R

ID

A

DC

BA

B u r e a u o f

D e s ig n a n d

C o n s t r u c t io n

D A T E

R E V

IS

IO

N

S Y M B O L

D A T E

R E V

IS

IO

N

S Y M B O L D iv is io n o f R e c r e a ti o n a n d

P a r k s

D e p a r tm e n t o f E n v ir o n m e n ta l P r o te c ti o n

C o m m o n w e a lt h

B lv d

T a ll a h a s s e e F L

S T A T E

P R O J E C T

N o

IS

S U E

D A T E

C O M P F

IL

E

N o

R E V

IE

W E D

B Y

D R A W N

B Y

D E S

IG

N E R

C o n s u lt a n t:

P R O F E S S

IO

N A L

R E G

IS

T R A T

IO

N

P R O J E C T

T

IT

L E

SHEET NO.

S H E E T

T

IT

L E

V R

V R

J L

D O

C K

A N

D B

O A

R D

W A

L K

E X

IS

T

IN

G

L A

Y O

U T

M A

D E

IR

A

B E

A C

H F

U N

D A

M E

N T

A L

S C

H O

O L

D O

C K

S A

N D

B O

A R

D W

A L K

S R

E P

A

IR

S101

N.T.S.1 Main Dock Plan

N.T.S.2 Boardwalk Plan

N.T.S.3 Section

N.T.S.4 Section

NOTES:

1. CONTRACTOR TO ACQUIRE EXISTING CONSTRUCTION DRAWINGS AND COORDINATE EXISTING CONDITIONS WITH REPAIRS

AND REPLACEMENTS. NOTIFY EOR WITH DISCREPANCIES.

NOTES:

1. CONTRACTOR TO ACQUIRE EXISTING CONSTRUCTION DRAWINGS AND COORDINATE EXISTING CONDITIONS WITH REPAIRS AND REPLACEMENTS. NOTIFY EOR WITH

DISCREPANCIES.

2. MISCELLANEOUS REPAIRS INCLUDES:

A. BROKEN AND MISALIGNED BOARDWALK DECK AND HANDRAILS SHALL BE REPLACED OR REPAIRED.

B. ANY DECK REPAIR/REPLACEMENT SHOULD BE EXTENDED 2 FEET ON EITHER SIDE OF THE REPAIRED OR REPLACED DECK.

3. MANGROVE TRIMMING SHALL NOT EXCEED 1'-0" OF EITHER SIDE OF BOARDWALKS/DOCKS.

4. TRIMMING OF MANGROVES WILL BE RESTRICTED TO THE FOOTPRINT OF THE STRUCTURE AND 8'-0" ABOVE THE FINISHED DECKS. BRANCHES MUST NOT BE CUT AND ONLY

TIED BACK DURING CONSTRUCTION.

@ 5'-0" O.C. MAX SPACING

4"X4" P.T. POST

E M

B E

D M

E N

T

M

IN

8" Ø P.T. PILE

@ 10'-0" MAX SPACING

10'-0" MAX SPACING

2"X2" WELDED WIRE MESH

W/ BLACK PVC COATING

(2) 2"X10" P.T. JOIST

2"X6" P.T. DECKING WITH 1/4"

GAP BETWEEN PLANKS, TYP.

2"X6" P.T. CROSS BRACE WITH 3/4"

Ø (S.S.) THRU BOLTS WITH NUT

AND WASHERS WHERE DEPTH

EXCEEDS 4'-0" FROM BOTTOM OF

BEAM TO EXISTING GROUND, TYP.

(2) 3/4" Ø (S.S.) THRU BOLTS

WITH NUTS AND WASHERS

AT ALL BEAM TO PILING

CONNECTIONS, TYP.

(2) 5/8" Ø (S.S.) THRU BOLTS WITH

NUTS AND 3X4X1/8" WASHERS AT

ALL JOIST AND STANCHION

CONNECTIONS, TYP.

(2) 3/8" Ø (S.S.) THRU BOLTS

WITH NUTS AND WASHERS

AT THE TOP AND BOTTOM OF

THE POST CONNECTIONS

4"X12" P.T. ONE EACH SIDE OF

PILING AND FLUSH WITH OUTSIDE

EDGE OF THE STANCHION

3X4X1/8" WASHER PLATE

M

IN

S E

E N

O T

E S

M

IN

D

E P

T H

/4

LANDING DECKS SPAN VARIES

2X10 P.T. @ 1'-4"

MAX SPACING WITH

SIMPSON S.S. H2.5A TIE

@ EA. JOIST

4X6 P.T. RAIL POST @

5'-0" MAX SPACING

8" Ø P.T. PILE

S E

E N

O T

E S

M

IN

D

E P

T H

E M

B E

D M

E N

T

M

IN

2"X6" P.T. CROSS BRACE AT

EVERY FOUR PILINGS WITH 3/4" Ø

(S.S.) THRU BOLTS WITH NUT AND

WASHERS WHERE DEPTH

EXCEEDS 4'-0" FROM BOTTOM OF

BEAM TO EXISTING GROUND, TYP.

(2) 3/4" Ø (S.S.) THRU BOLTS

WITH NUTS AND WASHERS

AT ALL BEAM TO PILING

CONNECTIONS, TYP.

(2) 5/8" Ø (S.S.) THRU BOLTS WITH

NUTS AND 3X4X1/8" WASHERS AT

ALL JOIST, STANCHION, AND PILE

CONNECTIONS, TYP.

(2) 3/8" Ø (S.S.) CARRIAGE

BOLTS - BUTT P.T. 2"X4" RAIL

@ ALTERNATE STANCHION

2"X2" WELDED WIRE

MESH W/ BLACK PVC

COATING

4"X12" P.T. ONE EACH SIDE OF

PILING AND FLUSH WITH OUTSIDE

EDGE OF THE STANCHION

O.C.

5'-0" MAX

O.C.

5'-0" MAX

2x6 P.T. DECKING W/ 1/4"

GAP BETWEEN PLANKS.

(2) 2"X10" P.T. JOIST

2"x6" P.T. DECKING SECURED WITH

(2) - 3" S.S SCREWS, TYP. 1 1/2"

PENETRATION MIN. COUNTER SINK.

PROVIDE BLOCKING BETWEEN

EACH JOIST AT MAXIMUM EVERY

4'-0" TO 6'-0".

1/4" MAXIMUM GAP

2"X10" P.T. JOIST

3"

1 1/2"

1. WASHER TO BE 3"X4"X1/8"

2. STEEL TO BE A36

3. ALL HOLES TO BE 1/16" GREATER THAN THE BOLT DIAMETER.

4. ALL STEEL TO BE STAINLESS STEEL UNLESS OTHERWISE NOTED.

2x6 P.T. DECKING W/ 1/4"

GAP BETWEEN PLANKS.

2X10 P.T. @ 1'-4"

MAX SPACING WITH

SIMPSON S.S. H2.5A TIE

@ EA. JOIST

4X4 P.T. RAIL POST @ 5'-0" MAX SPACING

S E

E N

O T

E S

M

IN

D

E P

T H

2"X6" P.T. CROSS BRACE WITH 3/4"

Ø (S.S.) THRU BOLTS WITH NUT

AND WASHERS WHERE DEPTH

EXCEEDS 4'-0" FROM BOTTOM OF

BEAM TO EXISTING GROUND, TYP.

(2) 3/4" Ø (S.S.) THRU BOLTS

WITH NUTS AND WASHERS

AT ALL BEAM TO PILING

CONNECTIONS, TYP.

(2) 5/8" Ø (S.S.) THRU BOLTS WITH

NUTS AND 3X4X1/8" WASHERS AT

ALL JOIST, STANCHION AND PILE

CONNECTIONS, TYP.

(2) 3/8" Ø (S.S.) CARRIAGE

BOLTS - BUTT P.T. 2"X4" RAIL

@ ALTERNATE STANCHION

2"X2" WELDED WIRE

MESH W/ BLACK PVC

COATING

4"X12" P.T. ONE EACH SIDE OF

PILING AND FLUSH WITH OUTSIDE

EDGE OF THE STANCHION

2"X8" P.T. TOP RAIL

2"X10" P.T. ANCHOR TO POST

W/ 3/8" S.S. CARRIAGE BOLTS

2"X4" P.T. BLOCKING

2"X4" P.T. FACING OVER POSTS

/2

5'-8" INTERIOR WIDTH

8" Ø P.T. PILE

E M

B E

D M

E N

T

M

IN

5'-0" MAX SPACING

6'-3" OUTER WIDTH

M

IN

/4

M

IN3

2" MIN

(2) 2"X10" P.T. JOIST

SHORE LINE

SHORE LINE

ANCHOR PT. ANCHOR PT.

STREAM FLOW

LIMITS OF

CONSTRUCTION

DREDGE OR FILL

AREA

STAKE OR

ANCHOR

100' VARIABLE

(TYPICAL)

D2

18 OZ. NYLON

REINFORCED

PVC FABRIC (300 PSI

TEST)

CLOSED CELL SOLID

PLASTIC

FOAM FLOTATION

D1

TURBIDITY

CURTAIN

NOTES:

D1 = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR

LESS)

D2 = 5' STD. (ADDITIONAL PANEL FOR DEPTH >5')

CURTAIN TO REACH BOTTOM. ADDITIONAL PANELS

TO BE USED TO REACH BOTTOM IF SINGLE ROW

DOES NOT REACH.

PLACE THE END POST OF THE

SECOND FENCE INSIDE THE

END POST OF THE FIRST

FENCE

DRIVE BOTH POSTS

ABOUT

10 INCHES INTO THE

GROUND AND BURY FLAP

DIRECTION OF RUNOFF WATER

ROTATE BOTH POST AT LEAST

180 DEGREES IN A CLOCKWISE

DIRECTION TO CREATE A TIGHT

SEAL WITH THE FABRIC

MATERIAL

ELEVATION

SECTION

' O

R M

O R

E

M

IN 6

6' MAX

V E

R T

IC

A

L

20^+/-

FILTER FABRIC

SILT FLOW

OPTIONAL POST POSITIONS

PRINCIPAL POST POSITION

(CANTED 20^ TOWARD

FLOW)

6"

6"

NOTES:

FILTER FABRIC

(IN CONFORMANCE WITH FDOT

SPECIFICATION

TYPE III SILT FENCE)

1. THE FABRIC SHOULD FACE THE AREA OF CONSTRUCTION WITH THE STAKES ON THE OUTSIDE AWAY

FROM CONSTRUCTION.

2. FABRIC MUST BE TRENCHED IN AND BACK FILLED. THIS CAN BE DONE WITH A TRENCHER, FRONT

BUCKET, OR HAND.

3. FILTER FABRIC MUST BE TAUT.

STATE OF

L F A

DIO

C L

I ENS E

P R O F E

S S I

A L

EN

G I N E E R

R

ON

No. 84620

R E

M Y

P. LUNS

FO

E J

R D

S in ce

G eo rg e

F Y o u n g

In c.

E N G

IN

E E R

IN

G

C E R T

IF

IC

A T E

O F

A U T H O R

IZ

A T

IO

N

N U M B E R

E C O L O G Y

S U R V E Y

IN

G

C

IV

IL

T R A N S P O R T A T

IO

N S U B S U R F A C E

S T R U C T U R A L

E N G

IN

E E R

IN

G

L A K E W O O D

R A N C H

S T P E T E R S B U R G

T A M P A

G A

IN

E S V

IL

L E

G

IS

P L A N N

IN

G

L A K E

W A L E S P U N T A

G O R D A

P H O N E

(8

W .G E O R G E

FY

O U N G .C O M

D R M A R

TI

N

LU

TH

E R

K

IN

G

JR

S T R E E T

N S T P E

TE

R S B U R G

FL

O R

ID

A

DC

BA

B u r e a u o f

D e s ig n a n d

C o n s t r u c t io n

D A T E

R E V

IS

IO

N

S Y M B O L

D A T E

R E V

IS

IO

N

S Y M B O L D iv is io n o f R e c r e a ti o n a n d

P a r k s

D e p a r tm e n t o f E n v ir o n m e n ta l P r o te c ti o n

C o m m o n w e a lt h

B lv d

T a ll a h a s s e e F L

S T A T E

P R O J E C T

N o

IS

S U E

D A T E

C O M P F

IL

E

N o

R E V

IE

W E D

B Y

D R A W N

B Y

D E S

IG

N E R

C o n s u lt a n t:

P R O F E S S

IO

N A L

R E G

IS

T R A T

IO

N

P R O J E C T

T

IT

L E

SHEET NO.

S H E E T

T

IT

L E

V R

V R

J L

B O

A R

D W

A L K

S E

C T

IO

N

S

D

E T

A

IL

S

M A

D E

IR

A

B E

A C

H F

U N

D A

M E

N T

A L

S C

H O

O L

D O

C K

S A

N D

B O

A R

D W

A L K

S R

E P

A

IR

S201

N.T.S.2 Boardwalk Elevation

N.T.S.3 Landing Decks Section

N.T.S.4 Decking Detail

N.T.S.5 Stanchion Washer Plate

N.T.S.1 6 ft Wide Boardwalk Section

BOARDWALK NOTES:

1. BLOCKING REQUIRED BETWEEN ALL JOISTS AT ALL STANCHIONS LOCATIONS.

2. ADJUST HEIGHT OF CROSS BRACING TO NOT INTERFERE WITH THE CROSS BRACING IN THE

OPPOSITE DIRECTION.

3. IF CLEARANCE BETWEEN THE WATER/GROUND TO THE BOTTOM OF 4X12 GIRDER BEAM IS LESS

THAN 4'-0", CROSS BRACING WILL NOT BE REQUIRED.

BOARDWALK NOTES:

1. BLOCKING REQUIRED BETWEEN ALL JOISTS AT ALL STANCHIONS LOCATIONS.

2. ADJUST HEIGHT OF CROSS BRACING TO NOT INTERFERE WITH THE CROSS BRACING IN THE

OPPOSITE DIRECTION.

3. IF CLEARANCE BETWEEN THE WATER/GROUND TO THE BOTTOM OF 4X12 GIRDER BEAM IS LESS

THAN 4'-0", CROSS BRACING WILL NOT BE REQUIRED.

BOARDWALK NOTES:

1. BLOCKING REQUIRED BETWEEN ALL JOISTS AT ALL STANCHIONS LOCATIONS.

2. ADJUST HEIGHT OF CROSS BRACING TO NOT INTERFERE WITH THE CROSS BRACING IN THE

OPPOSITE DIRECTION.

3. IF CLEARANCE BETWEEN THE WATER/GROUND TO THE BOTTOM OF 4X12 GIRDER BEAM IS LESS

THAN 4'-0", CROSS BRACING WILL NOT BE REQUIRED.

N.T.S.6 Floating Turbidity Barrier

N.T.S.7 Attaching Two Silt Fences

N.T.S.8 Type III Silt Fence

1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR

TRUSSES AND TOP PLATE OR OTHER FRAMING

BELOW

3-8d COMMON (2 1/2" X 0.131"); OR 3-10d BOX (3" X 0.128"); OR

3-3" X 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

EACH END, TOENAIL

BLOCKING BETWEEN RAFTERS OR TRUSSES NOT AT

THE WALL TOP PLATE, TO RAFTER OR TRUSS

2-8d COMMON (2 1/2" X 0.131")

2-3" X 0.131 NAILS

2-3" 14 GAGE STAPLES

EACH END, TOENAIL

2-16d COMMON (3 1/2" X 0.162")

3-3" X 0.131 NAILS

3-3" 14 GAGE STAPLES

END NAIL

FLAT BLOCKING TO TRUSS AND WEB FILLER

16d COMMON (3 1/2" X 0.162") @ 6" O.C.

3" X 0.131 NAILS @ 6" O.C.

3" 14 GAGE STAPLES @ 6" O.C.

FACE NAIL

2. CEILING JOISTS TO TOP PLATE

3-8d COMMON (2 1/2" X 0.131"); OR 3-10d BOX (3" X 0.128"); OR

3-3" X 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

EACH JOIST, TOENAIL

3. CEILING JOIST NOT ATTACHED TO PARALLEL

RAFTER, LAPS OVER PARTITIONS (NO THRUST)

3-16d COMMON (3 1/2" X 0.162"); OR 4-10d BOX (3" X 0.128"); OR

4-3" X 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

FACE NAIL

4. COLLAR TIE TO RAFTER FACE NAIL

3-10d COMMON (3" X 0.148"); OR 4-10d BOX (3" X 0.128"); OR

4-3" X 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

5. RAFTER OR ROOF TRUSS TO TOP PLATE TOENAIL

3-10d COMMON (3" X 0.148"); OR 3-16d BOX (3 1/2" X 0.135"); OR 4-10d BOX (3" X 0.128"); OR

4-3" X 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

2-16d COMMON (3 1/2" X 0.162"); OR 3-10d BOX (3" X 0.128"); OR

3-3" X 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

6. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS;

OR ROOF RAFTER TO 2-INCH RIDGE BEAM 3-10d COMMON (3" X 0.148"); OR

4-16d BOX (3 1/2" X 0.135"); OR 4-10d BOX (3" X 0.128"); OR

4-3" X 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

TOENAIL

END NAIL

ROOF

WALLS

7. STUD TO STUD (NOT AT BRACED WALL PANELS)

16d COMMON (3 1/2" X 0.162");

10d BOX (3" X 0.128"); OR

3" X 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

24' O.C. FACE NAIL

16' O.C. FACE NAIL

8. STUD TO STUD AND ABUTTING STUDS AT

INTERSECTING WALL CORNERS(NOT AT BRAVED

WALL PANELS)

16d COMMON (3 1/2" X 0.162"); OR

3" X 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

16' O.C. FACE NAIL

12' O.C. FACE NAIL

16d BOX (3 1/2" X 0.135") 12' O.C. FACE NAIL

9. BUILT-UP HEADER (2" TO 2" HEADER)

16d COMMON (3 1/2" X 0.162"); OR 16' O.C. EACH EDGE, FACE NAIL

16d BOX (3 1/2" X 0.135") 12' O.C. EACH EDGE, FACE NAIL

4-8d COMMON (2 1/2" X 0.131"); OR 4-10d BOX (3" X 0.128")

TOENAIL10. CONTINUOUS HEADER TO STUD

11. TOP PLATE TO TOP PLATE

16d COMMON (3 1/2" X 0.162");

10d BOX (3" X 0.128"); OR

3" X 0.131" NAILS; OR

3" 14 GAGE STAPLES, 7/16" CROWN

16' O.C. FACE NAIL

12' O.C. FACE NAIL

12. TOP PLATE TO TOP PLATE, AT END JOINTS

EACH SIDE OF END JOINT, FACE

NAIL (MINIMUM 24" LAP SPLICE

LENGTH EACH SIDE OF END JOINT)

8-16d COMMON (3 1/2" X 0.162"); OR 12-10d BOX (3" X 0.128"); OR

12-3" X 0.131" NAILS; OR

12-3" 14 GAGE STAPLES, 7/16" CROWN

13. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST

OR BLOCKING (NOT AT BRACED WALL PANELS)

16d COMMON (3 1/2" X 0.162");

16d BOX (3 1/2" X 0.135"); OR

3" X 0.131" NAILS; OR

3" 14 GAGE STAPLES, 7/16" CROWN

16' O.C. FACE NAIL

12' O.C. FACE NAIL

14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST,

OR BLOCKING AT BRACED WALL PANELS

16" O.C. FACE NAIL

2-16d COMMON (3 1/2" X 0.162"); OR 3-10d BOX (3 1/2" X 0.135"); OR

12-3" X 0.131" NAILS; OR

12-3" 14 GAGE STAPLES, 7/16" CROWN

TOENAIL

4-8d COMMON (2 1/2" X 0.131"); OR 4-10d BOX (3" X 0.128"); OR

4-3" X 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

END NAIL

2-16d COMMON (3 1/2" X 0.162"); OR 3-10d BOX (3" X 0.128"); OR

3-3" X 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

15. STUD TO TOP OR BOTTOM PLATE

2-16d COMMON (3 1/2" X 0.162"); OR 3-10d BOX (3" X 0.128"); OR

3-3" X 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

FACE NAIL

16. TOP PLATES, LAPS AT CORNERS AND

INTERSECTIONS

2-8d COMMON (2 1/2" X 0.131"); OR 2-10d BOX (3" X 0.128"); OR

2-3" X 0.131" NAILS; OR

2-3" 14 GAGE STAPLES, 7/16" CROWN

FACE NAIL17. 1" BRACE TO EACH STUD AND PLATE

2-8d COMMON (2 1/2" X 0.131"); OR 2-10d BOX (3" X 0.128")

FACE NAIL18. 1" X 6" SHEATHING TO EACH BEARING

3-8d COMMON (2 1/2" X 0.131"); OR 3-10d BOX (3" X 0.128")

FACE NAIL19. 1" X 8" SHEATHING TO EACH BEARING

WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR SHEATHING TO

FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMINGa

EDGES

(INCHES)

INTERMEDIATE

SUPPORTS

(INCHES)

6d COMMON OR DEFORMED (2" X 0.113")

(SUBFLOOR AND WALL)

8d COMMON OR DEFORMED

(2 1/2" X 0.113") ROOF OR RSRS-01

(2 3/8" X 0.113") NAIL (ROOF)

2 3/8" X 0.133 NAIL (SUBFLOOR AND WALL)

1 3/4" 16 GAGE STABLE, 7/16" CROWN

(SUBFLOOR AND WALL)

2 3/8" X 0.133 NAIL (ROOF)

1 3/4" X 0.133 NAIL (ROOF)

6 12

6 12

6 12

4 8

4 8

6 8

29. 3/8" - 1/2"

8d COMMON OR DEFORMED

(2 1/2" X 0.113") ROOF OR RSRS-01

(2 3/8" X 0.113") NAIL (ROOF)

6 12

6 1230. 9/32" - 3/4"

8d COMMON (2 1/2" X 0.113");

6d DEFORMED (2" X 0.133) SUBFLOOR

AND WALL

2 3/8" X 0.133 NAIL; OR

2" 16 GAGE STAPLE, 7/16" CROWN

4 8

10d COMMON (3" X 0.148"); OR 8d DEFORMED (2 1/2" X 0.131"

6 1231. 7/8" - 1 1/4"

WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING

8d COMMON (2 1/2" X 0.131"); OR 6d DEFORMED (2" X 0.113")

6 1234. 3/4" AND LESS

6 1235. 7/8" - 1"

6 1236. 1 1/8" - 1 1/4"

8d COMMON (2 1/2" X 0.131"); OR 6d DEFORMED (2" X 0.131")

8d COMMON (3" X 0.148"); OR 6d DEFORMED (2 1/2" X 0.131")

OTHER EXTERIOR WALL SHEATHING

1 1/2" GALVANIZED ROOFING NAIL

(7/16" HEAD DIAMETER); OR

1 1/4" 16 GAGE STAPLE, 7/16" OR 1" CROWN

3 632. 1/2" FIBERBOARD SHEATHINGb

1 3/4" GALVANIZED ROOFING NAIL

(7/16" HEAD DIAMETER); OR

1 1/2" 16 GAGE STAPLE, 7/16" OR 1" CROWN

3 633. 25/32" FIBERBOARD SHEATHINGb

PANEL SIDING TO FRAMING

6d CORROSION-RESISTANT SIDING

(1 7/8" X 0.106"); OR

6d CORROSION-RESISTANT CASING (2" X 0.099")

6 1237. 1/2" OR LESS

8d CORROSION-RESISTANT SIDING

(2 3/8" X 0.128"); OR

8d CORROSION-RESISTANT CASING (2 1/2" X 0.113")

6 1238. 5/8" OR LESS

6 1239. 1/4" 4d CASING (1 1/2" X 0.080"; OR 4d FINISH (1 1/2" X 0.072")

6 1240. 3/8"

INTERIOR PANELING

6d CASING (1 1/2" X 0.099"; OR 6d FINISH (PANEL SUPPORTS AT 24")

DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER

SPACING AND

LOCATION

NOTES:

a. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD

STRUCTURAL PANELS AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL

SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING

b. SPACING SHALL BE 6 INCHES ON CENTER ON ALL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NON STRUCTURAL APPLICATION. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE

PANEL, UNLESS OTHERWISE MARKED).

c. WHERE RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOE NAILS IN THE

RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL.

d. RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING SPECIFICATIONS IN ASTM F1667.

FLOORS

3-8d COMMON (2 1/2" X 0.162"); OR FLOOR 3-10d BOX (3" X 0.128"); OR

3-3" X 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

TOENAIL20. JOIST TO SILL, TOP PLATE, OR GIRDER

3-8d COMMON (2 1/2" X 0.131"); OR 3-10d BOX (3" X 0.128"); OR

3-3" X 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

6" O.C., TOENAIL

21. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP

PLATE, SILL OR OTHER FRAMING

2-8d COMMON (2 1/2" X 0.131"); OR 2-10d BOX (3" X 0.128")

FACE NAIL22. 1" X 6" SHEATHING TO EACH BEARING

2-16d COMMON (3 1/2" X 0.162") FACE NAIL

2-16d COMMON (3 1/2" X 0.162") EACH BEARING, FACE NAIL

23. 2" SUB FLOOR TO JOIST OR GIRDER

24. 2" PLANKS (PLANK & BEAM - FLOOR & ROOF)

20d COMMON (4" X 0.192")

32" O.C., FACE NAIL AT TOP AND BOTTOM

STAGGERED ON OPPOSITE SIDES

10d BOX (3 1/2" X 0.135"); OR

3" X 0.131" NAILS; OR

3" 14 GAGE STAPLES, 7/16" CROWN

24" O.C., FACE NAIL AT TOP AND BOTTOM

STAGGERED ON OPPOSITE SIDES

AND:

2-20d COMMON (4" X 0.192"); OR 3-10d BOX (3" X 0.128"); OR

3" X 0.131" NAILS; OR

3" 14 GAGE STAPLES, 7/16" CROWN

ENDS AND AT EACH SPLICE, FACE NAIL

25. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS

3-16d COMMON (3 1/2" X 0.162"); OR 3-10d BOX (3" X 0.128"); OR

4-3" X 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

EACH JOIST OR RAFTER, FACE NAIL26. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS

3-16d COMMON (3 1/2" X 0.162"); OR 4-10d BOX (3" X 0.128"); OR

4-3" X 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

END NAIL27. JOIST TO BAND JOIST OR RIM JOIST

2-8d COMMON (2 1/2" X 0.131"); OR 2-10d BOX (3" X 0.128"); OR

2-3" X 0.131" NAILS; OR

2-3" 14 GAGE STAPLES, 7/16" CROWN

EACH END, TOENAIL

28. BRIDGING OR BLOCKING TO JOIST, RAFTER OR

TRUSS

DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 4' - 0" MIN SPLICE LENGTH

XX 8d NAILS @ 3"

STAGGERED

PLACE STUD

DIRECTLY UNDER JOINT

DOUBLE 2X TOP

PLATE

2-PLY

8d COMMON

NAILS

3-PLY

8d COMMON

NAILS

4-PLY

SIMPSON STRONG-TIE

5" SDW NAIL

5-PLY

SIMPSON STRONG-TIE

6 3/4" SDW NAIL

3"

1' - 0"

NAIL

NAIL ON

OPPOSITE SIDE

BEAM -

SEE PLAN

2-PLY

8d COMMON

NAILS

3-PLY

8d COMMON

NAILS

4-PLY

SIMPSON

STRONG-TIE 5"

SDW NAIL

/2

/2

/2

2x4 2x6

/2

1"

1"

1"

1"

NAIL ON

OPPOSITE SIDE

NAIL ON

OPPOSITE SIDE

/2

STATE OF

L F A

DIO

C L

I ENS E

P R O F E

S S I

A L

EN

G I N E E R

R

ON

No. 84620

R E

M Y

P. LUNS

FO

E J

R D

S in ce

G eo rg e

F Y o u n g

In c.

E N G

IN

E E R

IN

G

C E R T

IF

IC

A T E

O F

A U T H O R

IZ

A T

IO

N

N U M B E R

E C O L O G Y

S U R V E Y

IN

G

C

IV

IL

T R A N S P O R T A T

IO

N S U B S U R F A C E

S T R U C T U R A L

E N G

IN

E E R

IN

G

L A K E W O O D

R A N C H

S T P E T E R S B U R G

T A M P A

G A

IN

E S V

IL

L E

G

IS

P L A N N

IN

G

L A K E

W A L E S P U N T A

G O R D A

P H O N E

(8

W .G E O R G E

FY

O U N G .C O M

D R M A R

TI

N

LU

TH

E R

K

IN

G

JR

S T R E E T

N S T P E

TE

R S B U R G

FL

O R

ID

A

DC

BA

B u r e a u o f

D e s ig n a n d

C o n s t r u c t io n

D A T E

R E V

IS

IO

N

S Y M B O L

D A T E

R E V

IS

IO

N

S Y M B O L D iv is io n o f R e c r e a ti o n a n d

P a r k s

D e p a r tm e n t o f E n v ir o n m e n ta l P r o te c ti o n

C o m m o n w e a lt h

B lv d

T a ll a h a s s e e F L

S T A T E

P R O J E C T

N o

IS

S U E

D A T E

C O M P F

IL

E

N o

R E V

IE

W E D

B Y

D R A W N

B Y

D E S

IG

N E R

C o n s u lt a n t:

P R O F E S S

IO

N A L

R E G

IS

T R A T

IO

N

P R O J E C T

T

IT

L E

SHEET NO.

S H E E T

T

IT

L E

V R

V R

J L

W O

O D

T Y

P

IC

A L D

E T

A

IL

S

M A

D E

IR

A

B E

A C

H F

U N

D A

M E

N T

A L

S C

H O

O L

D O

C K

S A

N D

B O

A R

D W

A L K

S R

E P

A

IR

S301N.T.S.1 Table 2304.10.1 Fastening Table

N.T.S.2 Sill Plate Splice Detail

N.T.S.3 Multi-Ply Beam Fastening Detail

N.T.S.4 Multi-Ply Column Fastening Detail