Towne Park Community Development District

Agenda January 7, 2025

Agenda

Towne Park
Community Development District

219 East Livingston Street, Orlando, Florida 32801 Phone: 407-841-5524 – Fax: 407-839-1526
December 30, 2024
Board of Supervisors
Towne Park Community Development District

Dear Board Members:

The regular meeting of the Board of Supervisors of Towne Park Community Development District will be held Tuesday, January 7, 2025, at 4:00 PM at the Towne Park Amenity Center #1, 3883 White Ibis Road, Lakeland, FL 33811.

In accordance with Sections 119.071(3)(a) and 281.301, Florida Statutes, a portion of the Regular Meeting may be closed to the public, as it relates to the District’s security system plan. The closed session is scheduled to begin at approximately 4:30 p.m. but may begin at any time during the Regular Meeting and is expected to last approximately thirty (30) minutes, but may end earlier than expected or may extend longer. When the security system plan agenda item is discussed the public will not be in attendance. The public will be notified that they may return upon completion of the discussion regarding the security system plan.

Those members of the public wishing to attend the meeting can do so using the information below:
Zoom Video Link: https://us06web.zoom.us/j/82093856101 Zoom Call-In Information: 1 305 224 1968
Meeting ID: 820 9385 6101

Following is the advance agenda for the meeting:

Roll Call
Public Comment Period
Approval of Minutes of the December 3, 2024 Board of Supervisors Meeting
Consideration of Request to Install Docks on Stormwater Parcel
5239 White Egret Lane
5251 White Egret Lane
Consideration of 2025 Community Events
Appointment of Audit Committee
Staff Reports
Attorney
Engineer
Field Manager’s Report
District Manager’s Report
Approval of Check Register
Balance Sheet & Income Statement
Supervisors Requests
Motion to Continue Board of Supervisors Meeting After Audit Committee Meeting

Audit Committee Meeting

Roll Call
Public Comment Period
Audit Services
Approval of Request for Proposals and Selection Criteria
Approval of Notice of Request for Proposals for Audit Services
Public Announcement of Opportunity to Provide Audit Services
Adjournment
Closed Security Session

Board of Supervisors Meeting Continued

Call to Order
Action By Board Related to Closed Security Session
Adjournment

Minutes

MINUTES OF MEETING TOWNE PARK
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Towne Park Community Development District was held Tuesday, December 3, 2024, at 6:00 p.m. at the Towne Park Amenity Center #1, 3883 White Ibis Road, Lakeland, Florida and by Zoom.

Present and constituting a quorum:
Greg Jones by phone	Chairman
Jennifer Tidwell	Vice Chairperson
Tom Zimmerman	Assistant Secretary
Roger Runyon	Assistant Secretary
Zabrina Sides	Assistant Secretary Also present were:
Tricia Adams	District Manager, GMS
Meredith Hammock by Zoom	District Counsel, Kilinski Van Wyk Alan Rayl by Zoom	District Engineer, Rayl Engineering
Allen Bailey	Field Service Manager, GMS

FIRST ORDER OF BUSINESS	Roll Call
Ms. Adams called the meeting to order at 6:01 p.m. and called the roll. Four Board members were in attendance in person, constituting a quorum. Supervisor Jones joined the meeting by Zoom.

SECOND ORDER OF BUSINESS	Public Comment Period
Ms. Adams opened the public comment period.
Lynn Thompson (3925 Sandhill Crane) – commented on Black Sheep towing company having negative reviews and towing issues.

Supervisor Jones joined the meeting in person.

December 3, 2024	Towne Park CDD

THIRD ORDER OF BUSINESS	Organizational Matters
Appointment of Individual to Fulfill Vacancy of Seat 5
Ms. Adams stated Supervisor Tidwell previously expressed her willingness to serve another term.

On MOTION by Ms. Sides, seconded by Mr. Zimmerman, with all in favor, the Appointment of Jennifer Tidwell to Seat 5, was approved.

Administration of Oath of Office to Newly Appointed Supervisor
Ms. Adams administered the oath of Office to Jennifer Tidwell. Ms. Hammock reminded the Board members as CDD Supervisors they are government officials in the eyes of the State of Florida and Florida Ethics Laws, Public Records Laws and Sunshine Laws pertain to them. Supervisor Zimmerman and Supervisor Sides started their new terms of office on November 19th. Their oaths were administered outside of the public meeting and are fully sworn in.

Consideration of Resolution 2025-02 Electing Officers
Ms. Adams stated that the officers are currently designated as follows: Greg Jones is Chair, Jennifer Tidwell is Vice Chair and the remaining Board members are Assistant Secretaries. Jill Burns and Tricia Adams serve as Assistant Secretaries; George Flint as Treasurer, Katie Costa and Darrin Mossing as Assistant Treasurers.

On MOTION by Mr. Zimmerman, seconded by Mr. Runyon, with all in favor, Resolution 2025-02 Electing Officers – Same Slate of Officers, was approved.

FOURTH ORDER OF BUSINESS	Approval of Minutes of the November 5,
2024 Board of Supervisors Meeting
Ms. Adams presented the minutes from the November 5, 2024 Board of Supervisors meeting. These minutes have been reviewed by District Counsel and District Management. The Board had no changes to the minutes.

December 3, 2024	Towne Park CDD

On MOTION by Mr. Jones, seconded by Mr. Runyon, with all in favor, the Minutes of the November 5, 2024 Board of Supervisors Meeting, were approved.

FIFTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Hammock had nothing to report but offered to take questions. Ms. Tidwell asked since the last meeting if anything has come about with Black Sheep and the towing issues. Ms. Adams made sure the vendor understands the right of way is owned and maintained by the City of Lakeland. The Board can cancel agreements or direct staff to find alternative service providers. Ms. Adams will look into regulatory towing companies and review the provisions for terminating the towing agreement by the next meeting.

Engineer
Mr. Rayl noted he is assessing the damage from Hurricane Milton at three identified locations. There aren’t any significant structural issues that need to be repaired and is mainly earth work and sod. He will work on contractor bids for the Board by the next meeting.
Mr. Rayl will coordinate with representatives of the City of Lakeland to put concrete near the mailbox kiosk as the material would be installed in the City of Lakeland-owned and maintained right of way.

Field Manager’s Report
Mr. Bailey presented the Field Managers Report on page 15 of the agenda package. Ms. Adams stated the proposals including for Board review and consideration are related to property damage from Hurricane Milton. The District has procured property insurance and has filed a claim with the insurance provider.

Consideration of Proposal for Playground Shade Structures
Mr. Bailey presented the Pro Playgrounds proposal to replace the shade structures at both amenities for $9,589.50.

December 3, 2024	Towne Park CDD

On MOTION by Mr. Jones, seconded by Ms. Sides, with all in favor, the Pro Playground Proposal for Playground Shade Structures, was approved.

Consideration of Proposal for Fence Repairs
Mr. Bailey presented a proposal from Danielle Fence for damaged fence repairs due to Hurricane Milton for $43,948. There will be a 10–12-week lead time.

On MOTION by Mr. Jones, seconded by Mr. Runyon, with all in favor, the Danielle Fence Proposal for Fence Repairs, was approved.

District Manager’s Report
Approval of the Check Register
Ms. Adams presented the check register from October 20th through November 20th totaling
$101,384.82. Immediately following the check register is a detailed run summary. She offered to take any questions, if not, asked for a motion to approve as presented.

On MOTION by Ms. Sides, seconded by Mr. Zimmerman, with all in favor, the Check Register totaling $101,384.82, was approved.

Balance Sheet and Income Statement
Ms. Adams presented the unaudited financials through October 2024, noting that this is the first month of the new fiscal year.

SIXTH ORDER OF BUSINESS	Supervisors Requests & Public Comments
There being no comments, the next item followed

SEVENTH ORDER OF BUSINESS	Adjournment
Upon vote by the Board, the meeting was adjourned.

On MOTION by Mr. Jones, seconded by Ms. Sides, with all in favor, the meeting was adjourned at 6:33 p.m..

December 3, 2024	Towne Park CDD

Secretary/Assistant Secretary	Chairman/Vice Chairman

Section IV

Section A

-

Date:	11.9( dd-'i Proposal submi ted to:

StrawNix Docks and Seawalls, LLC
863-934-6218

Name:-:Jl fn t(l	Y r2-6'"'bJ 4-

Address:	C::,	Wl·h  e;t;, -r L.rJ ?'1)i l I
Phone	o:

s

We hereby propose to furnish the materials and perform the labor necessary for the completion of:
	''X 	I	APP		0
0  Y\	<9'? t	(Dµ	 7't12.vc..-'h a,J 
t\<h  f2.-:	-H	tt AP--Llf.C;>T	Co L--t-e'C-: n o,,J
7	'bOO

- 3 l  ){ 	Ct? Y	\/ / /U Y L 	 AL,L	CJ;vc,,L,v r£ .> )We:, l..:Jttv', w41.<..,

y

	t.z ru:r-:c et:  't;;, -t:A-,IV I  c	b-{oL s	El,,l.cfL--t	g

fj
All construction techniques will be to current building code/hurrica e ratings. All lumber will be Southern Yellow Pine treated to the maximum allowable by D.E.P. (no box store lumber). All hardware will be galvanized or stainless steel. Sod/landscaping is not included in this proposal. All material is be specified, and the above work to be performed in accordance and specifications submitted for above work and completed in a substantial workmanlike manner
for the sum of	TWt  't-	i-wo 71-i0-J4::>A-.._,,	Ne--  /'fvt-Jo  G"

j

Dollars ($	4   ,  \ 6-0	)	with payments to be made as follows:
$2,000 non-refundable deposit. 50% Materials Deposit one (1) week before commencement: $	I -0 1 0 LD O 	$3,500/week

until completed. Balance due u on comple·on of work.

ACCEPTANCE OF PROPOSAL
The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above.
Date.	 _	Signature	

CHANGE ORDER$. The undersigned customer (the "Customer"), without invalidating the Proposal, may order changes in the worlc to be peno,med by Contractor as set forth on the reverse side of this Proposal (the "Worlc") within the general scope of the Propo Iconsisting of addrtlons. delettons or other revisions. Adjustments to the sum due under this Proposal on account of any such changes in the Worlc shall be determ,ned by change order ("Change Oroer"). Change Orders will be as follows and are based on time and materials
Matenals +cost+ 30%. Labor• $75 per standard man hour)	.	.
Dort: Each add,t,onal load beyond what ,s eshmated w,11be $1150/load (Estimates are based on the following calculat,on:1.5 x length of the wall 1tmes the height ol the wall d1v,ded by 27 - number of yards needed.) 18 yards • 1 load)
Scuba D1v1ng: $250/hour
Underwater Demoh1ton/Construct1on: $250/hr + scuba time
Dredging S450/hour + scvba time
Tractor: actual cost+ 30% and $75/hour for operatoon
Barge S1.000/day + $300 del1very/p,ck-up lee

DELAYS. Contractor shall not be l,able for any delays and/or damages arising from or caused by stnkes, material and/or labor shortages,
-a .oarny other condrt,ons beyond Contractor's control.

WAIVER AND REL£ASE. Customer hereby expressly waives, releases and forever discharges Contractor, and its offi cers, managers, members, employees. agents. affi ltates, parents, successors and assigns of, from and against any and all claims, causes of action, remedoes, suits, dues. sums. debts, damages. losses, expenses. costs, judgments, executions, covenants, contracts, controversies, prom,ses, and demands whatsoeve<, now or hereafter known, ansing out of or in any way connected to damage to Customer's property, re.al or	al,ansang from or related to the Worlc.

UMrTATlON OF UABIUTY. CONTRACTOR'S LIABILITY FOR DAMAGES OF ANY KIND FOR ANY ACT, OMISSION, ERROR OR NEGLIGENCE SY CONTRACTOR SHAU BE LIMITED TO A MAXIMUM OF THE TOTAL AMOUNT PAID TO CONTRACTOR UNDER THIS CONTRACT. IN NO EVENT SHAUCUSTOMER BE ENTITLED TORECOVER CONSEQUENTIAL OR SPECIAL DAMAGES ARISING OUT OF A 8REAOi BY CONTRACTOR PURSUANT TO THIS PROPOSAL
PAYMENT TERMS AND CONOmONS. Customer understands that payment is due net thirty (30) days from the date of invoice unless st ted othetW!se on the ,nvo,ce. Interest on all past due accounts and invoices shall accrue at the rate of 18% per annum until paid in full, and ,n   upon any judgment shall accrue at the highest rate allowable by Florida law.
WAIVER OF JURY TRIAL Tl-IE PARTIES HERETO WAIVE ALL RIGHTS TO A TRIAL BY JURY.

GOVERNING LAW; VENUE. Th,s Proposal and the nghts of the parties hereunder are governed by, interpreted and enforced in
.acc:o,dance with the laws of the state of Flonda. The part,es agree that the venue of any action to interpret or enforce this Proposal - togethe< with any subsequent change order, understanding, invoice or statement arising from this Proposal, shall be exclusively in the court of competent junsd,a,on in and f0< Polk County, FL and Customer expressly waives all rights to change venue under Chapter 47, Fla.Stat.

ATTORNEY'S FEES AND COSTS. If any party seeks to enforce or interpret this Proposal in matters of enforcement or collection, the p<ev3ilrng p.arty sh.all recover .all costs ,ncurr from the non- re ailingpar:y, including w!t ou limitation, easonable attorney's fees and s,e,s inOJn-ed at allleYels of lrtigaoon - ,nclud,ng pre-lrt1gat,on, lot1ga11on and post-I,t,gat,on proceedings, appeals, and bankruptcy
proceed,ngs.
EHTJRE AGR ENT. This Proposal, including all exhibrts and attachments hereto, embodies the entire Proposal andunderstanding of the p.artJeShereto and supersedes all prior agreements andnderstand1ngsrelat d to the s bject atter hereof. No waiver, modrfi cation or change of any proviSlon ,n th,s Proposal shall be valid or bonding upon the parties, unless on wn11ng and executed by the parties.

COUNff.RPARTS. This Proposal may be executed in any number of counterparts. Each such counterpart hereof shall be deemed to be an onginal instrument, and all such counterparts together shall constitute one and the same instrument. Facsimile or electronic copies (POf) of this Proposal and the signatures thereon shall have the same force and effect as if the same were original.

Gutters must be in puce, ,n woriong order, and ported through the seawall or any and all warranties are void.

Materials pnces are subiect to change proportional to the marlcet at time of purchase.

Ally extreme soil or water conditions will result in a change of orders. This contract is based on 16', max length, poles for docks with normal so,I density and seawalls with normal so,I density.

SANTA ROSA

OKALOOSA

WALTON HOLMES

BAY

JACKSON

GADSDEN

LEON

MADISON

HAMILTON

COLUMBIA

BAKER

NASSAU

A DOCK DESIGN FOR

CONSULTANT

GULF

LIBERTY

FRANKLIN

WAKULLA

TAYLOR

DIXIE

LEVY

UNION ALACHUA

CLAY

PUTNAM

MARION

VOLUSIA

YARBROUGH
5239 WHITE EGRET LN

Infinite Engineering
240 SW 8TH STREET, SUITE A OCALA, FLORIDA 34471
(352) 267-1480
WWW.INFINITEENGFL.COM CERT. OF AUTH. # 33000

PROJECT TITLE

CITRUS

SUMTER

HERNANDO PASCO

LAKE

ORANGE

LAKELAND, FLORIDA 33811

PINELLAS

OSCEOLA

MANATEE

POLK

HARDEE

INDIAN RIVER

SARASOTA

DE SOTO

HIGHLANDS

MARTIN

CHARLOTTE GLADES

LEE

HENDRY

PALM BEACH

COLLIER	BROWARD

A DOCK DESIGN FOR
YARBROUGH
5239 WHITE EGRET LN
LAKELAND, FLORIDA 33811

MONROE

DADE

SHEET TITLE

VICINITY MAP

COVER SHEET

CLIENT INFORMATION

SCALE: NONE

STRAWNIX WATERFRONT SOLUTIONS 2302 HAWTHORNE TRAIL
LAKELAND, FLORIDA 33083
P:(863) 398-8737
E:DUSTIN@STRAWNIX.COM

SUBCONSULTANTS

LOCATION MAP

CODE REFERENCES AND DATA
FLORIDA BUILDING CODE, BUILDING, 2023 EDITION
BUILDING CATEGORY	OPEN
RISK CATEGORY	II
EXPOSURE	C
DESIGN WIND SPEED	141 MPH
VULT	141 MPH
VASD	109 MPH

ENGINEER OF RECORD

W E
No. 54595
*	*	*

A
BARRY EDWARD GINN, P.E.

OWNER INFORMATION:
YARBROUGH
5239 WHITE EGRET LN LAKELAND, FLORIDA 33811

CLIENT INFORMATION:

GENERAL NOTES
ALL DRAWINGS AND SPECS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF INFINITE ENGINEERING. THESE PLANS AND SPECS SHALL NOT BE DUPLICATED, REPRODUCED OR REVISED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF INFINITE ENGINEERING. ANY REVISION, ADDITION OR DELETION TO THE SCOPE,
DESIGN, OR INTENT BY ANYONE OTHER THAN INFINITE ENGINEERING. WILL ABSOLVE INFINITE ENGINEERING FROM ANY RESPONSIBILITY, SUITS, LITIGATION, OR LIABILITY CLAIMS RELATED TO THE PROJECT.

CONTRACTOR / OWNER SHALL INSPECT AND VERIFY THE SCOPE OF THE WORK AND CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY ADDITIONAL WORK APPARENT DURING FIELD INSPECTION BUT NOT

FLORIDA PROFESSIONAL ENGINEER FL PE NUMBER 54595
ISSUE DATE

December 3, 2024
PROJECT NUMBER NUMBER

2024-208
REVISIONS

STRAWNIX WATERFRONT SOLUTIONS DUSTIN KIRBY
2302 HAWTHORNE TRAIL
LAKELAND, FLORIDA 33803
P: (836) 398-8737
E: DUSTIN@STRAWNIX.COM

ENGINEER INFORMATION:
BARRY GINN, PE
INFINITE ENGINEERING
240 SW 8TH STREET, SUITE A OCALA, FLORIDA 34471
P: (352) 267-1480
E: BARRY@INFINITEENGFL.COM

SPECIFICALLY NOTED ON THE DRAWINGS SHALL BE CONSIDERED AS PART OF THE SCOPE OF WORK. IF ANY DISCREPANCIES IN THE BUILDING, SITE, OR DRAWINGS ARE DETECTED, NOTIFY THE ENGINEER PRIOR TO
PROCEEDING WITH THE WORK.
ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.

DRAWING INDEX
S000	COVER SHEET
S100	DECK PLANS
S101	DECK ELEVATIONS AND ISOMETRICS

DATE

DESCRIPTION

SHEET DESIGNATION
S000
SHEET

CERT. OF AUTH. - 33000

1

© 2024 ALL RIGHTS RESERVED.

OF	3

STRUCTURAL CONNECTORS

MANUFACTURER	PART NO.	PRODUCT APPROVAL #	

			

			

			

			

			

			

GENERAL MATERIALS	
PRODUCT	MANUFACTURER	TYPE	PRODUCT APPROVAL #	

		

		

		

CONSULTANT

Infinite Engineering
240 SW 8TH STREET, SUITE A OCALA, FLORIDA 34471
(352) 267-1480
WWW.INFINITEENGFL.COM CERT. OF AUTH. # 33000

A DOCK DESIGN FOR
YARBROUGH
5239 WHITE EGRET LN
LAKELAND, FLORIDA 33811

PROJECT TITLE

SHEET TITLE

DOCK PLAN

CLIENT INFORMATION

DOCK ELEVATION
SCALE: 1/2" = 1'-0"

STRAWNIX WATERFRONT SOLUTIONS 2302 HAWTHORNE TRAIL
LAKELAND, FLORIDA 33083
P:(863) 398-8737
E:DUSTIN@STRAWNIX.COM

SUBCONSULTANTS

DOCK PLAN
SCALE: 1/2" = 1'-0"

ENGINEER OF RECORD

W E
No. 54595
*	*	*

A

BARRY EDWARD GINN, P.E. FLORIDA PROFESSIONAL ENGINEER FL PE NUMBER 54595
ISSUE DATE

December 3, 2024

ARCHITECTURAL SITE PLAN
SCALE: N.T.S.

PROJECT NUMBER NUMBER

2024-208
REVISIONS

DATE	DESCRIPTION

GENERAL NOTES:

SHEET DESIGNATION
S100

2

© 2024 ALL RIGHTS RESERVED.

SHEET
OF	3

STRUCTURAL NOTES

16d

16

SD Screw 10d #10x2½

SD Screw #9x2½ 8d

SD Screw #10x1½

SD Screw #9x1½

SDS Screw
¼" x various lengths

1" for 2x's 11 " for 3x's and 4x's

Installation:
LUS hangers install with double shear nailing.

Installation:
For HUC installations, models have triangle and round holes. To achieve maximum loads, fill both round and

CONSULTANT

Common Common
0

1½

16dx2½

Common

10dx1½

8dx1½

Round Holes Purpose: to fasten a connector.
Fill requirements: always fill, unless noted otherwise.

Obound Holes Purpose: to make fastening a connector in a tight location easier.
Fill requirements:
always fill.

Hexagonal Holes Purpose: to fasten a connector to concrete or masonry.
Fill requirements:
always fill when fastening a connector

Triangular Holes Purpose: to increase a connector's strength or to achieve Max strength.
Fill requirements:
when the designer

Diamond Holes Purpose: to temporarily fasten a connector to make installing easier. Fill requirements: none.

H

W	B
Typical LUS28Z Installation

For installations into single 2x headers or
ledgers, use the specified full length fasteners into the joist and the following fasteners into the header for reduced loads in accordance with www.strongtie.com:
•• 10dx1½ nails for installations with Nails
•• SD #9x1½ for LUS28Z and LUS210Z installations with SD Screws
•• SD #10x1½ for LUS26-2Z and
LUS210-2Z installations with SD Screws

H

B
W

LUC

triangle holes (fastener quantities listed fill both holes).
For installations into single 2x headers or ledgers, use the specified full length fasteners into the joist and the following fasteners into the header for reduced loads in accordance with www.strongtie.com:
10dx1½ nails for installations with Nails
SD #9x1½ for LUC26Z and LUC210Z installations with SD Screws

Infinite Engineering
240 SW 8TH STREET, SUITE A OCALA, FLORIDA 34471
(352) 267-1480

0.161" 0.148" 0.131" 0.131"

2½

to concrete or masonry.

specifies Max nailing.

LUS

Dimensions (in.)
Model No.

Fasteners
Nails	SD Screws

Model No.

Typical HUC Installation (LUC Similar)

Dimensions (in.)	Fasteners
Nails	SD Screws

WWW.INFINITEENGFL.COM
CERT. OF AUTH. # 33000

PROJECT TITLE

3

3½
0.162"

0.148"

0.161"

0.162"

0.131" 0.131"

0.25"

Speed Prongs
Used to temporarily position and secure the connector for easier and faster installation.

Dome Nailing
This feature guides the nail into the joist and header at a 45° angle.

Double Shear Nailing The nail is installed in the joist and header, distributing the load through two points on

Pilot Holes Tooling holes for manufacturing

W	H		B	Header	Joist		Header		Joist LUS26Z	1 9/16  4 3/4	1 3/4		 4-10d	 4-10d			-			- LUS28Z	1 9/16  6 5/8	1 3/4		6-10d	 4-10d	6-SD #9x2½	4-SD #9x2½
LUS210Z	1 9/16  7 13/16  1 3/4	8-10d	4-10d	8-SD #9x2½	4-SD #9x2½

W	H	B	Header	Joist	Header	Joist
LUC26Z	1 9/16	4 3/4	1 3/4	6-10d	4-10dx1½  6-SD #9x2½ 4-SD #9x1½

A DOCK DESIGN FOR
YARBROUGH
5239 WHITE EGRET LN
LAKELAND, FLORIDA 33811

LUC210Z	1 9/16	7 3/4	1 3/4	10-10d	6-10dx1½ 10-SD #9x2½ 6-SD #9x1½ HUC26-2Z		3 1/8	5 3/8	 2 1/2	12-16d		6-10d	-	-

Fastener Notes:
The specified quantity, type and size of fastener must be installed in the correct holes on the connector to achieve published loads. Incorrect fastener selection or installation can compromise connector performance and could lead to failure.
Nail diameter assumes no coating. See technical bulletin T-NAILGUIDE for more information.
The Simpson Strong-Drive® SD structural-connector screw is the only screw approved for use with our connectors.
NAIL reference in tables: 16d = 16d common, 10d = 10d common

FASTENERS
SCALE: NONE
Installation:

each joist nail for greater strength.

Fastening Identification

purposes. No fasteners required.

LUS26-2Z	3 1/8	4 7/8	2	 4-16d	 4-16d  4-SD #10x2½ 4-SD #10x2½ LUS210-2Z	3 1/8		9	2	8-16d	6-16d  8-SD #10x2½  6-SD #10x2½
indicates connector is available in stainless steel. Replace Z in model number
with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.
LUS Joist Hangers
SCALE: NONE

HUC28-2Z	3 1/8	7	2 1/2	14-16d	6-10d	-	-

HUC210-2Z	3 1/8	8 13/16	2 1/2	18-16d	10-10d	-	-
indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.
LUC,HUC Joist Hangers
SCALE: NONE

A	• The joist may be square cut or
bevel cut.
A	• These hangers will normally
accommodate a 40° to 50°
skew.

Installation:
Field skewable; bend one time only.
Joist must be constrained against rotation (for example, with solid
blocking) when using a single LS per connection.

W	Installation:
A	• Follow 3-step installation sequence for skewed
or sloped/skewed applications.
Do not substitute 10dx1½ nails for face nails.
To see an installation video on this product, visit
www.strongtie.com	1

H	LSSU210Z	10dx1 2"
NAILS

H

B

W	Typical SUR

Adjustable from 0o to 135o
Bend one time only.

L

Shipped at 45o

Typical LS50Z Installation

312"

"A" Flanges

Slope to
45° up or down.

STEP 1
Nail hanger to slope-cut carried member, installing seat nail first. No bevel necessary for skewed installation. Install joist nails at 45° angle.

SUL Skewed Left Hanger (SUR is Skewed Right)

Model No.	Joist Size

Installation

Dimensions (in.)	Fasteners

LS	LS Top View

ACUTE ANGLE

STEP 3
Attach hanger to the carrying member, acute angle

SHEET TITLE

W	H	B	A1	A2	Header	Joist
SUR/L26Z	2x6, 8	1 9/16	5	2	1 1/8  1 5/16	6-16d	6-10dx1½

Model No.	L (in)	Fasteners
LS30Z	3 3/8	6-10d

Model No.

Dimensions (in.)	Fasteners
W	H	A	Header	Joist

side first (see footnote 1). Install nails at an angle.

DOCK PLAN,
ISOMETRICS

Installation:

Installation:

SUR/L210Z	2x10, 12	1 9/16  8 1/8	2	1 1/8  1 5/16	10-16d	10-10dx1½
SUR/L210-2Z  (2) 2x10, 12	3 1/8  8 11/16  2 5/8  1 7/16  2 3/8	14-16d	6-16dx2½
indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.

SUR/SUL 45 Deg Skewed Joist Hangers
SCALE: NONE

LS50Z	4 7/8	8-10d
LS70Z	6 3/8	10-10d
indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.

LS FRAMING ANGLES
SCALE: NONE

LSU26Z	1 9/16 4 7/8  1 1/2		6-10d	5-10dx1 1/2 LSSU210Z  1 9/16  8 1/2  1 5/8	10-10d	7-10dx1 1/2
For skewed LSSU, the inner most face fasteners on the acute angle side are not installed.
Refer to current Wood Construction Connectors catalog for additional information.

LSU/LSSU ADJUSTABLE ADJUSTABLE ANGLES
SCALE: NONE

STEP 2
Skew flange from 0-45°. Bend other flange back along centerline of slots until it meets the header. Bend one time only.

NOTES AND DETAILS

CLIENT INFORMATION

BCS: Install dome nails on
W1	beam; drive nails at an
angle through the beam into the post below.
BC: Do not install bolts into pilot holes.

L

3"

212"

L

212"

21 "

Install in pairs.
For LCE4Z installations on mitered corner conditions, refer to www.strongtie.com for more information.

Model No.4  W (in.)

Fasteners2,3
Beam	Post

7"
Post Size
w
(2) 2x41

4x4

Deck Framing Stair Stringer

LSCZ

STRAWNIX WATERFRONT SOLUTIONS 2302 HAWTHORNE TRAIL

W2

BCS

W 112"
AC

4

W

LPCZ

114"
Typical LCE4Z Installation

PC4Z	3 9/16	(10) 10d	(8) 10d

4x6 4x8 4x6

15 8"

w
25 8"

Pilot holes for manufacturing purposes (Do not install bolts) (typ.)

LSCZ	LSCZ Typical

TA9Z
(TA10Z length = 10 1/4")

TA10Z Inverted Installation

LAKELAND, FLORIDA 33083
P:(863) 398-8737
E:DUSTIN@STRAWNIX.COM

(BC Similar)

Typical BCS Installation
(BC Similar)

Model No.

Dimensions (in.)	Fasteners
Nails	SD Screws

PC6Z	5 1/2	(10) 10d	(8) 10d

6x6

ﬂ
PCZ

Installation:

Installation

Installation:

Model No.

Dimensions (in.)	Fasteners

Nails	SD Screws

W	L
Beam  Post	Beam	Post
AC4Z	3 9/16  6 1/2  14-16d  14-16d  14-SD #10x1½ 14-SD #10x1½

PC8Z	7 1/2	(10) 10d	(8) 10d

6x8 4x8
6x8

Before fastening, position the stair stringer with the LSCZ on the carrying member to verify where the bend should be located.
Tabs on the LSCZ must be positioned to the inside of the stairs.
The fastener that is installed into the bottom edge of the stringer must go into the second-to-last hole.

Use all specified fasteners.
For double 2x6 treads, install TA10Z inverted with 4 screws installed into the treads.

SUBCONSULTANTS

W1  W2	L1	L2	H1	H2

Beam Flange

Post Flange

Beam Flange  Post Flange

AC6Z	5 1/2	8 1/2  14-16d  14-16d  14-SD #10x1½ 14-SD #10x1½

8x8

A minimum distance of 3 4" measured from the lowest rim-joist fastener to the edge of rim joist is required.
Fasteners

Model No.

Fasteners

BC4Z	3 9/16 3 9/16  2 7/8  2 7/8	3	3	6-16d  6-16d  6-SD #10x1½  6-SD #10x1½

BC6Z	5 1/2  5 1/2  4 3/8  4 3/8  3 3/8  3 3/8  12-16d  12-16d	-	-

LPC4Z	3 9/16  3 1/2  8-10d  8-10d	8-SD #9x1½	8-SD #9x1½
LPC6Z	5 9/16  5 1/2  8-10d  8-10d	-	-

	Post and beam may consist of multiple members provided they are connected independently of the post cap fasteners.

Installation:
For end condition,

Model

Nails	SD Screws
Stringer

Stringer	Tread
TA9Z	3-SDS ¼"x1½"	2-SDS ¼"x1½"

BCS2-2/4Z  3 1/8  3 9/16  2 7/8  2 7/8  2 15/16 2 15/16  8-10d  6-10d	8-SD #9x2½  6-SD #9x2½

LCE4Z	-	5 3/8  14-16d  10-16d  14-SD #10x1½ 10-SD #10x1½

	10d x 212" (0.148" dia. x 212" long) nails may be used with no load reduction for uplift and 0.85 of the table loads for lateral.
Strong-Drive® SD9 x 112" Connector screws may be substituted for

specify EPC
Use all specified fasteners.

No.

Rim Joist		Stringer Wide Face

Narrow Face

Rim Joist		Stringer Wide Face

Stringer Narrow Face

TA10Z	3-SDS ¼"x1½"	 4-SDS ¼"x1½" TA10Z	 4-SDS ¼"x1½"	3-SDS ¼"x1½"

BCS2-3/6Z  4 5/8  5 9/16  4 3/8  2 7/8  3 5/16 2 15/16  12-16d  6-16d	-	-
indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.

BC/BCS POST CAPS
SCALE: NONE

indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.

AC/LPC/LCE POST CAPS
SCALE: NONE

table fasteners with no load reduction.
Models available for rough size lumber, specify RZ suffix. Ex. PC4RZ.

PC/EPC POST CAPS
SCALE: NONE

Typical EPCZ End Post Cap Installation

Do not install bolts
into pilot holes.

LSCZ  8-10dx1½  8-10dx1½  1-10dx1½  8-SD #9x1½  8-SD #9x1½  1-SD #9x1½
Indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. Stainless steel models must be fastened with nails.
Refer to current Wood Construction Connectors catalog for additional information.

LSC STAIR STRINGER CONNECTOR
SCALE: NONE

indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.

TA TREAD ANGLE
SCALE: NONE

Installation:
Install Simpson Strong-Tie SDS wood screws
with a 3 8" hex head driver. SDS screws install best with a low speed high torque drill.
	A standard cut washer (provided) must be installed between the nut and the DTT2Z seat.
Bolt holes shall be a minimum 132" to a maximum

16

1 " larger than the bolt diameter.

DETAILS AND FASTENER REQUIREMENTS	ALLOWABLE LOADS

ENGINEER OF RECORD

W E
No. 54595

8

H10A

MODEL NUMBER GA.	W	L	H	FASTENER

FASTENER SIZE

TENSION/UPLIFT
(100/160)	F1

*	*	*

QTY

DTT2Z

BCS2-2/4	18	3 1

9	15

3

2

16	16

12	0.148"X3"	895	890

H10A-2

Model No.  CL	Anchor
Dia.

Fasteners

DTT2Z Installed as a Lateral Connector for a Deck Guardrail Post.
For more information on guardrail post connections, and installation instructions, see technical bulletin T-GRDRLPST

DTT2Z Installed as a Lateral Connector for a Deck-to-House Lateral Load Connection
For more information on this connection, and
installation instructions, see technical bulletin

POST CAP CONNECTOR
SCALE: NONE

A

BARRY EDWARD GINN, P.E. FLORIDA PROFESSIONAL ENGINEER FL PE NUMBER 54595
ISSUE DATE

HURRICANE TIES
SCALE: NONE

ASTM TESTING FOR 5/4X6"
PROPERTY	REQUIREMENT	RESULT
WEIGHT	ASTM D6111	1.9LBS/FT

ASTM TESTING FOR 2X8" & 2X10"
PROPERTY	REQUIREMENT	RESULT
WEIGHT	ASTM D6111	0.027

LIVE LOAD CAPACITY
PROFILE	MAXIMUM LOAD	SPAN
5 4" X 6"	374 LBS./SQ FT	12" O.C.

DTT2Z	13/16	1/2"	8-SDS ¼"x1½"

DECK TENSION TIE
SCALE: NONE

(available at www.strongtie.com).

T-DECKLATLOAD (available at www.strongtie.com).

RIDGE

Member Size	Fasteners (in.)	ALLOWABLE LOADS

December 3, 2024
PROJECT NUMBER NUMBER

2024-208

MODULES OF ELASTICITY	ASTM D6109	633,665 PSI

2

FLEXURAL STRENGTH	ASTM D6109	7,038 PSI

MODULES OF ELASTICITY	ASTM D6109	633,665 PSI
FLEXURAL STRENGTH	ASTM D6109	7,038 PSI

5 4" X 6"	266 LBS./SQ FT	16" O.C.
5 4" X 6"	120 LBS./SQ FT	24" O.C.

Model Number

W (in.)	CARRYING MEMBER

Each Hip	UPLIFT (160)  Roof (125)

REVISIONS

TEMPERATURE/MOISTURE ICC-ES AC174 MEETS CODE REQ. EFFECT
CREEP RELAXATION	ICC-ES AC174  MEETS CODE REQ. UV RESISTANCE	ICC-ES AC174  MEETS CODE REQ.
COMPRESSIVE MODULES	ASTM D6108	84,700 PSI SPECIFIC GRAVITY	 ASTM D2395		0.7550
SCREW WITHDRAWAL	ASTM D1761	641 LBS

TEMPERATURE/MOISTURE ICC-ES AC174 MEETS CODE REQ. EFFECT
CREEP RELAXATION	ICC-ES AC174  MEETS CODE REQ. UV RESISTANCE	ICC-ES AC174  MEETS CODE REQ.
COMPRESSIVE MODULES	ASTM D6108	84,700 PSI SPECIFIC GRAVITY	 ASTM D2395		0.7550
SCREW WITHDRAWAL	ASTM D1761	641 LBS

5 4" X 8"	200 LBS./SQ FT	24" O.C.
2 " X 6"	644 LBS./SQ FT	12" O.C.
2" X 6"	306 LBS./SQ FT	24" O.C.
2" X 8"	640 LBS./SQ FT	24" O.C.

HRC22	1 916	2X	(16) 0.148X1 1

2

HRC HIP RIDGE CONNECTOR
SCALE: NONE

(2) 0.148 x 1 1

370	1,185

DATE	DESCRIPTION

COF SLIP RESISTANCE	ASTM F1679  0.67 DRY/0.69 WET

COF OF LINER THERMAL

ASTM D696	0.8 X 10 (5)

FASTENERS AND ALLOWABLE LOADES

DETAILS AND FASTENERS REQUIREMENTS

SHEET DESIGNATION

1

COF OF LINER THERMAL EXPANSION

ASTM D696	0.8 X 10 (5) (IN/IN/F)

EXPANSION

(IN/IN/F)

MODEL NUMBER

MINIMUN RAFTER SIZE

FASTNERS (RIDGE)

FASTNERS (RAFTER)

UPLIFT (160) FLOOR LOAD

ROOF (125)

MODEL NUMBER  GA.	WIDTH	UPLIFT FASTENER QTY	FASTENER SIZE

S200

(100)

2

RR	2"X6"	(4) 0.148X1 1

1

2 (4) 0.148X1 2	130	330

HS24	18	3 1 "	645	16	0.148"X1 2" OR

330

WEARDECK
SCALE: NONE

RIDGE RAFTER CONNECTOR
SCALE: NONE

8

HURRICANE TIE CONNECTOR
SCALE: NONE

0.131"X1 1 "

3

© 2024 ALL RIGHTS RESERVED.

SHEET
OF	3

Section B

Highland Community

Management
OFFICE ll."E O LY 0\\  'ER  IIARGED:

Application Processing Fee of $25.00 wm be charged to your account and must be paid within 10 days of application being submitted. Payments can be made online via your homeowner portal, please visit www.hcmanagement.org to register if you have not already.

DECK ALTERATION APPLICATION

OWNER'S NAME:   	Arthur Lamb 	DATE:   11/7/24_	ADDRESS:  	5251 White Egret ln, Lakeland, FL 33811		 PHONE: _916-613-4117		EMAIL ADDRESS:
 	_...ba=ss=la=m=b._.@ya"""""'h""'oo"".,.,,_co:::.:m=----·SUBDIVISION:_Town Park Estates Phase 2A

DESCRIBE IN DETAIL, TYPE OF SHED ALTERATION:
3' x 5' dock approach to a 6'xl0' dock platform. Traditional wood (PT)

construction	 _

PLEASE INCLUDE THE FOLLOWING ITEMS ALONG WITH THIS APPLICATION: 0  A picture of
the deck you will beinstalling to include the materials, color and size o A copy of the contractor's estimate to confirm the deck to be installed o A sketch of the proposed installation to be done on a survey of your lot o If your HOA requires a deck to be installed in a yard with a privacy fence, please include a picture of your fence yard or the application for the fence to be done in conjunction with the shed installation.
Any missing documents can delay the review of your application.

(IF MORE SPACE IS REQUIRED, PLEASE ATTACH TO THIS FORM. THANK YOU)

If approval is granted, it is not to be construed to cover approval of any County or City Code Requirements. A building permit from the appropriate building department is needed on most property alterations and/or improvements. The Architectural Review Committee shall have no liability or obligation to determine whether such improvement, alteration and addition comply with any applicable law, rule, regulation, code or ordinance.
Homeowner Signature: - ---c-- -------- Date:	

Approved

Approved with changes (see attached)

---- Denied: see reasons
HOA Signature: 	Date: 	_
*Please return form by email: admin@hcmanaqement.org

4 I IO SOU TH FLOR I OAAV E, SUIT E 200 • l AKE l AN 0/ FLOR IO A• 3 3 81 3 Ph on 6, 663-94 0-2 8 6 3 •Em a 11: a

Date:	loLd-l l '{
Proposal submitted to:

StrawNix Docks and Seawalls, LLC

863-934-6218

Name:	i/2... 11S\:-L 11 L r\-lYZD
Address:	t;"\ l.\.) \4- li"t	(2., l,,-.J '3""3'8ll PhoneNo:		qllc?- \'3-·L\ll'7

B	l ...

n 't 1

J.:)
wehereby propose to furnish the materials and perform the labor necessary for the completion of:

e..V\ o0 - lo""1-

--3  (	x S- '	A epp...oA-C/:f
y?L,l'\--T foe	r'V\
9 ::rP--M2tl10rJA-t..--	,0000

'to 	A	
Co0-=-;.:tk-? c.:r-1.oP\../ (pr J

f?µ	t	I 1J fu	± 	L,0 C..i\:L,	t:et2.rt' ("t•,..-1 A.Jc..., +'.}..)CL l&;: :t:)
	)f	:s-:	\j,2..-	\JJ	Ol.pN.,A:- T5f"tA-USb-f--l

.)ffi;;,Oo.00 	t:>l-SC.WrJ:::'C APellES	IF 	-:!, YA-12 {.,#+	 U(Lt':':>$
All construction techniques will be to current building code/hurricane ratings. All lumber will be f'i-C;:;, Southern Yellow Pine treated to the maximum allowable by D.E.P. (no box store lumber). All	\.Jt::1l-L.. hardware will begalvanized or stainless steel. Sod/landscaping is not included in this proposal.
All material is be specified, and the above work to be performed in accordance and specifications submitted for above work and completed in a substantial workmanlike manner
for the sum of	½\  X	 SAf.JQ	81"7 l+--C-	/:1'--'Nt::> D

until completed. Balance due

Dollars ($	C, 1 Cl;p O	l	with payments to be made as follows:
$2,000 non-refu blfJdef s	 50% Materials Deposit one (1) week before	1 •
commencement: $	"" ,	<!h_.1	$3,500/week
Q

ACCEPTANCE OF PROPOSAL
The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above.

Date		Signature	

SANTA ROSA

OKALOOSA

WALTON HOLMES

BAY

JACKSON

GADSDEN

LEON

MADISON

HAMILTON

COLUMBIA

BAKER

NASSAU

A DOCK DESIGN FOR

CONSULTANT

GULF

LIBERTY

FRANKLIN

WAKULLA

TAYLOR

DIXIE

LEVY

UNION ALACHUA

CLAY

PUTNAM

MARION

VOLUSIA

LAMB
5251 WHITE EGRET LN

Infinite Engineering
240 SW 8TH STREET, SUITE A OCALA, FLORIDA 34471
(352) 267-1480
WWW.INFINITEENGFL.COM CERT. OF AUTH. # 33000

PROJECT TITLE

SUMTER

A DOCK DESIGN FOR
LAMB
5251 WHITE EGRET LN
LAKELAND, FLORIDA 33811

CITRUS

HERNANDO PASCO

LAKE

ORANGE

PINELLAS

OSCEOLA

LAKELAND, FLORIDA 33811

MANATEE

POLK

HARDEE

INDIAN RIVER

SARASOTA

DE SOTO

HIGHLANDS

MARTIN

CHARLOTTE GLADES

LEE

HENDRY

PALM BEACH

COLLIER	BROWARD

MONROE

DADE

SHEET TITLE

VICINITY MAP

COVER SHEET

CLIENT INFORMATION

SCALE: NONE

STRAWNIX WATERFRONT SOLUTIONS 2302 HAWTHORNE TRAIL
LAKELAND, FLORIDA 33083
P:(863) 398-8737
E:DUSTIN@STRAWNIX.COM

SUBCONSULTANTS

LOCATION MAP

CODE REFERENCES AND DATA
FLORIDA BUILDING CODE, BUILDING, 2023 EDITION
BUILDING CATEGORY	OPEN
RISK CATEGORY	II
EXPOSURE	C
DESIGN WIND SPEED	141 MPH
VULT	141 MPH
VASD	109 MPH

ENGINEER OF RECORD

W E
No. 54595
*	*	*

A
BARRY EDWARD GINN, P.E.

OWNER INFORMATION:
LAMB
5251 WHITE EGRET LN LAKELAND, FLORIDA 33811

CLIENT INFORMATION:

GENERAL NOTES
ALL DRAWINGS AND SPECS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF INFINITE ENGINEERING. THESE PLANS AND SPECS SHALL NOT BE DUPLICATED, REPRODUCED OR REVISED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF INFINITE ENGINEERING. ANY REVISION, ADDITION OR DELETION TO THE SCOPE,
DESIGN, OR INTENT BY ANYONE OTHER THAN INFINITE ENGINEERING. WILL ABSOLVE INFINITE ENGINEERING FROM ANY RESPONSIBILITY, SUITS, LITIGATION, OR LIABILITY CLAIMS RELATED TO THE PROJECT.

CONTRACTOR / OWNER SHALL INSPECT AND VERIFY THE SCOPE OF THE WORK AND CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY ADDITIONAL WORK APPARENT DURING FIELD INSPECTION BUT NOT

FLORIDA PROFESSIONAL ENGINEER FL PE NUMBER 54595
ISSUE DATE

December 4, 2024
PROJECT NUMBER NUMBER

2024-192
REVISIONS

STRAWNIX WATERFRONT SOLUTIONS DUSTIN KIRBY
2302 HAWTHORNE TRAIL
LAKELAND, FLORIDA 33803
P: (836) 398-8737
E: DUSTIN@STRAWNIX.COM

ENGINEER INFORMATION:
BARRY GINN, PE
INFINITE ENGINEERING
240 SW 8TH STREET, SUITE A OCALA, FLORIDA 34471
P: (352) 267-1480
E: BARRY@INFINITEENGFL.COM

SPECIFICALLY NOTED ON THE DRAWINGS SHALL BE CONSIDERED AS PART OF THE SCOPE OF WORK. IF ANY DISCREPANCIES IN THE BUILDING, SITE, OR DRAWINGS ARE DETECTED, NOTIFY THE ENGINEER PRIOR TO
PROCEEDING WITH THE WORK.
ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.

DRAWING INDEX
S000	COVER SHEET
S100	DECK PLANS
S101	DECK ELEVATIONS AND ISOMETRICS

DATE

DESCRIPTION

SHEET DESIGNATION
S000
SHEET

AutoCAD SHX Text
-------------------------------------------- WHITE EGRET LN

AutoCAD SHX Text
-------------------------------------------- MEDULLA RD

CERT. OF AUTH. - 33000

1

© 2024 ALL RIGHTS RESERVED.

OF	3

STRUCTURAL CONNECTORS

MANUFACTURER	PART NO.	PRODUCT APPROVAL #	

			

			

			

			

			

			

GENERAL MATERIALS	
PRODUCT	MANUFACTURER	TYPE	PRODUCT APPROVAL #	

		

		

	

CONSULTANT

Infinite Engineering
240 SW 8TH STREET, SUITE A OCALA, FLORIDA 34471
(352) 267-1480
WWW.INFINITEENGFL.COM CERT. OF AUTH. # 33000

A DOCK DESIGN FOR
LAMB
5251 WHITE EGRET LN
LAKELAND, FLORIDA 33811

PROJECT TITLE

SHEET TITLE

DOCK PLAN

CLIENT INFORMATION

DOCK ELEVATION
SCALE: 1/2" = 1'-0"

STRAWNIX WATERFRONT SOLUTIONS 2302 HAWTHORNE TRAIL
LAKELAND, FLORIDA 33083
P:(863) 398-8737
E:DUSTIN@STRAWNIX.COM

DOCK PLAN
SCALE: 1/2" = 1'-0"

SUBCONSULTANTS

ENGINEER OF RECORD

W E
No. 54595
*	*	*

A

BARRY EDWARD GINN, P.E. FLORIDA PROFESSIONAL ENGINEER FL PE NUMBER 54595
ISSUE DATE

December 4, 2024

ARCHITECTURAL SITE PLAN
SCALE: N.T.S.

PROJECT NUMBER NUMBER

2024-192
REVISIONS

DATE	DESCRIPTION

GENERAL NOTES:

SHEET DESIGNATION
S100

2

© 2024 ALL RIGHTS RESERVED.

SHEET
OF	3

STRUCTURAL NOTES

16d

SD Screw 10d #10x2½

SD Screw #9x2½ 8d

SD Screw #10x1½

SD Screw #9x1½

SDS Screw
¼" x various lengths

1" for 2x's 1116" for 3x's and 4x's

Installation:
LUS hangers install with double shear nailing.

Installation:
For HUC installations, models have triangle and round holes. To achieve maximum loads, fill both round and

CONSULTANT

Common Common
0

1½

16dx2½

Common

10dx1½

8dx1½

Round Holes Purpose: to fasten a connector.
Fill requirements: always fill, unless noted otherwise.

Obound Holes Purpose: to make fastening a connector in a tight location easier.
Fill requirements:
always fill.

Hexagonal Holes Purpose: to fasten a connector to concrete or masonry.
Fill requirements:
always fill when fastening a connector

Triangular Holes Purpose: to increase a connector's strength or to achieve Max strength.
Fill requirements:
when the designer

Diamond Holes Purpose: to temporarily fasten a connector to make installing easier. Fill requirements: none.

H

W	B
Typical LUS28Z Installation

For installations into single 2x headers or
ledgers, use the specified full length fasteners into the joist and the following fasteners into the header for reduced loads in accordance with www.strongtie.com:
•• 10dx1½ nails for installations with Nails
•• SD #9x1½ for LUS28Z and LUS210Z installations with SD Screws
•• SD #10x1½ for LUS26-2Z and
LUS210-2Z installations with SD Screws

H

B
W

LUC

triangle holes (fastener quantities listed fill both holes).
For installations into single 2x headers or ledgers, use the specified full length fasteners into the joist and the following fasteners into the header for reduced loads in accordance with www.strongtie.com:
10dx1½ nails for installations with Nails
SD #9x1½ for LUC26Z and LUC210Z installations with SD Screws

Infinite Engineering
240 SW 8TH STREET, SUITE A OCALA, FLORIDA 34471
(352) 267-1480

0.161" 0.148" 0.131" 0.131"

2½

to concrete or masonry.

specifies Max nailing.

LUS

Dimensions (in.)
Model No.

Fasteners
Nails	SD Screws

Model No.

Typical HUC Installation (LUC Similar)

Dimensions (in.)	Fasteners
Nails	SD Screws

WWW.INFINITEENGFL.COM
CERT. OF AUTH. # 33000

PROJECT TITLE

3

3½
0.162"

0.148"

0.161"

0.162"

0.131" 0.131"

0.25"

Speed Prongs
Used to temporarily position and secure the connector for easier and faster installation.

Dome Nailing
This feature guides the nail into the joist and header at a 45° angle.

Double Shear Nailing The nail is installed in the joist and header, distributing the load through two points on

Pilot Holes Tooling holes for manufacturing

W	H		B	Header	Joist		Header		Joist LUS26Z	1 9/16  4 3/4	1 3/4		 4-10d	 4-10d			-			- LUS28Z	1 9/16  6 5/8	1 3/4		6-10d	 4-10d	6-SD #9x2½	4-SD #9x2½
LUS210Z	1 9/16  7 13/16  1 3/4	8-10d	4-10d	8-SD #9x2½	4-SD #9x2½

W	H	B	Header	Joist	Header	Joist
LUC26Z	1 9/16	4 3/4	1 3/4	6-10d	4-10dx1½  6-SD #9x2½ 4-SD #9x1½

A DOCK DESIGN FOR
LAMB
5251 WHITE EGRET LN
LAKELAND, FLORIDA 33811

LUC210Z	1 9/16	7 3/4	1 3/4	10-10d	6-10dx1½ 10-SD #9x2½ 6-SD #9x1½ HUC26-2Z		3 1/8	5 3/8	 2 1/2	12-16d		6-10d	-	-

Fastener Notes:
The specified quantity, type and size of fastener must be installed in the correct holes on the connector to achieve published loads. Incorrect fastener selection or installation can compromise connector performance and could lead to failure.
Nail diameter assumes no coating. See technical bulletin T-NAILGUIDE for more information.
The Simpson Strong-Drive® SD structural-connector screw is the only screw approved for use with our connectors.
NAIL reference in tables: 16d = 16d common, 10d = 10d common

FASTENERS
SCALE: NONE
Installation:

each joist nail for greater strength.

Fastening Identification

purposes. No fasteners required.

LUS26-2Z	3 1/8	4 7/8	2	 4-16d	 4-16d  4-SD #10x2½ 4-SD #10x2½ LUS210-2Z	3 1/8		9	2	8-16d	6-16d  8-SD #10x2½  6-SD #10x2½
indicates connector is available in stainless steel. Replace Z in model number
with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.
LUS Joist Hangers
SCALE: NONE

HUC28-2Z	3 1/8	7	2 1/2	14-16d	6-10d	-	-

HUC210-2Z	3 1/8	8 13/16	2 1/2	18-16d	10-10d	-	-
indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.
LUC,HUC Joist Hangers
SCALE: NONE

A	• The joist may be square cut or
bevel cut.
A	• These hangers will normally
accommodate a 40° to 50°
skew.

Installation:
Field skewable; bend one time only.
Joist must be constrained against rotation (for example, with solid
blocking) when using a single LS per connection.

W	Installation:
A	• Follow 3-step installation sequence for skewed
or sloped/skewed applications.
Do not substitute 10dx1½ nails for face nails.
To see an installation video on this product, visit
www.strongtie.com	1

H	LSSU210Z	10dx1 2"
NAILS

H

B

W	Typical SUR

Adjustable from 0o to 135o
Bend one time only.

L

Shipped at 45o

Typical LS50Z Installation

312"

"A" Flanges

Slope to
45° up or down.

STEP 1
Nail hanger to slope-cut carried member, installing seat nail first. No bevel necessary for skewed installation. Install joist nails at 45° angle.

SUL Skewed Left Hanger (SUR is Skewed Right)

Model No.	Joist Size

Installation

Dimensions (in.)	Fasteners

LS	LS Top View

ACUTE ANGLE

STEP 3
Attach hanger to the carrying member, acute angle

SHEET TITLE

W	H	B	A1	A2	Header	Joist
SUR/L26Z	2x6, 8	1 9/16	5	2	1 1/8  1 5/16	6-16d	6-10dx1½

Model No.	L (in)	Fasteners
LS30Z	3 3/8	6-10d

Model No.

Dimensions (in.)	Fasteners
W	H	A	Header	Joist

side first (see footnote 1). Install nails at an angle.

DOCK PLAN,
ISOMETRICS

Installation:

Installation:

SUR/L210Z	2x10, 12	1 9/16  8 1/8	2	1 1/8  1 5/16	10-16d	10-10dx1½
SUR/L210-2Z  (2) 2x10, 12	3 1/8  8 11/16  2 5/8  1 7/16  2 3/8	14-16d	6-16dx2½
indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.

SUR/SUL 45 Deg Skewed Joist Hangers
SCALE: NONE

LS50Z	4 7/8	8-10d
LS70Z	6 3/8	10-10d
indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.

LS FRAMING ANGLES
SCALE: NONE

LSU26Z	1 9/16 4 7/8  1 1/2		6-10d	 5-10dx1 1/2 LSSU210Z  1 9/16  8 1/2  1 5/8	10-10d	7-10dx1 1/2
For skewed LSSU, the inner most face fasteners on the acute angle side are not installed.
Refer to current Wood Construction Connectors catalog for additional information.

LSU/LSSU ADJUSTABLE ADJUSTABLE ANGLES
SCALE: NONE

STEP 2
Skew flange from 0-45°. Bend other flange back along centerline of slots until it meets the header. Bend one time only.

NOTES AND DETAILS

CLIENT INFORMATION

BCS: Install dome nails on
W1	beam; drive nails at an
angle through the beam into the post below.
BC: Do not install bolts into pilot holes.

L

3"

212"

L

212"

21 "

Install in pairs.
For LCE4Z installations on mitered corner conditions, refer to www.strongtie.com for more information.

Model No.4  W (in.)

Fasteners2,3
Beam	Post

7"
Post Size
w
(2) 2x41

4x4

Deck Framing Stair Stringer

LSCZ

STRAWNIX WATERFRONT SOLUTIONS 2302 HAWTHORNE TRAIL

W2

BCS

W 112"
AC

4

W

LPCZ

114"
Typical LCE4Z Installation

PC4Z	3 9/16	(10) 10d	(8) 10d

4x6 4x8 4x6

15 8"

w
25 8"

Pilot holes for manufacturing purposes (Do not install bolts) (typ.)

LSCZ	LSCZ Typical

TA9Z
(TA10Z length = 10 1/4")

TA10Z Inverted Installation

LAKELAND, FLORIDA 33083
P:(863) 398-8737
E:DUSTIN@STRAWNIX.COM

(BC Similar)

Typical BCS Installation
(BC Similar)

Model No.

Dimensions (in.)	Fasteners
Nails	SD Screws

PC6Z	5 1/2	(10) 10d	(8) 10d

6x6

ﬂ
PCZ

Installation:

Installation

Installation:

Model No.

Dimensions (in.)	Fasteners

Nails	SD Screws

W	L
Beam  Post	Beam	Post
AC4Z	3 9/16  6 1/2  14-16d  14-16d  14-SD #10x1½ 14-SD #10x1½

PC8Z	7 1/2	(10) 10d	(8) 10d

6x8
4x8 6x8

Before fastening, position the stair stringer with the LSCZ on the carrying member to verify where the bend should be located.
Tabs on the LSCZ must be positioned to the inside of the stairs.
The fastener that is installed into the bottom edge of the stringer must go into the second-to-last hole.

Use all specified fasteners.
For double 2x6 treads, install TA10Z inverted with 4 screws installed into the treads.

SUBCONSULTANTS

W1  W2	L1	L2	H1	H2

Beam
Flange

Post
Flange

Beam Flange  Post Flange

AC6Z	5 1/2	8 1/2  14-16d  14-16d  14-SD #10x1½ 14-SD #10x1½

8x8

A minimum distance of 3 4" measured from the lowest rim-joist fastener to the edge of rim joist is required.
Fasteners

Model No.

Fasteners

BC4Z	3 9/16 3 9/16  2 7/8  2 7/8	3	3	6-16d  6-16d  6-SD #10x1½  6-SD #10x1½

BC6Z	5 1/2  5 1/2  4 3/8  4 3/8  3 3/8  3 3/8  12-16d  12-16d	-	-

LPC4Z	3 9/16  3 1/2  8-10d  8-10d	8-SD #9x1½	8-SD #9x1½
LPC6Z	5 9/16  5 1/2  8-10d  8-10d	-	-

	Post and beam may consist of multiple members provided they are connected independently of the post cap fasteners.

Installation:
For end condition,

Model

Nails	SD Screws
Stringer

Stringer	Tread
TA9Z	3-SDS ¼"x1½"	2-SDS ¼"x1½"

BCS2-2/4Z  3 1/8  3 9/16  2 7/8  2 7/8  2 15/16 2 15/16  8-10d  6-10d	8-SD #9x2½	6-SD #9x2½

LCE4Z	-	5 3/8  14-16d  10-16d  14-SD #10x1½ 10-SD #10x1½

	10d x 212" (0.148" dia. x 212" long) nails may be used with no load reduction for uplift and 0.85 of the table loads for lateral.
Strong-Drive® SD9 x 112" Connector screws may be substituted for

specify EPC
Use all specified fasteners.

No.

Rim Joist		Stringer Wide Face

Narrow Face

Rim Joist		Stringer Wide Face

Stringer Narrow Face

TA10Z	3-SDS ¼"x1½"	 4-SDS ¼"x1½" TA10Z	 4-SDS ¼"x1½"	3-SDS ¼"x1½"

BCS2-3/6Z  4 5/8  5 9/16  4 3/8  2 7/8  3 5/16 2 15/16  12-16d  6-16d	-	-
indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.

BC/BCS POST CAPS
SCALE: NONE

indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.

AC/LPC/LCE POST CAPS
SCALE: NONE

table fasteners with no load reduction.
Models available for rough size lumber, specify RZ suffix. Ex. PC4RZ.

PC/EPC POST CAPS
SCALE: NONE

Typical EPCZ End Post Cap Installation

Do not install bolts
into pilot holes.

LSCZ  8-10dx1½  8-10dx1½  1-10dx1½  8-SD #9x1½  8-SD #9x1½  1-SD #9x1½
Indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. Stainless steel models must be fastened with nails.
Refer to current Wood Construction Connectors catalog for additional information.

LSC STAIR STRINGER CONNECTOR
SCALE: NONE

indicates connector is available in stainless steel. Replace Z in model number with SS when ordering.
Refer to current Wood Construction Connectors catalog for additional information.

TA TREAD ANGLE
SCALE: NONE

Installation:
Install Simpson Strong-Tie SDS wood screws
with a 3 8" hex head driver. SDS screws install best with a low speed high torque drill.
	A standard cut washer (provided) must be installed between the nut and the DTT2Z seat.
Bolt holes shall be a minimum 132" to a maximum

16

1 " larger than the bolt diameter.

DETAILS AND FASTENER REQUIREMENTS	ALLOWABLE LOADS

ENGINEER OF RECORD

W E
No. 54595

8

H10A

MODEL NUMBER GA.	W	L	H	FASTENER

FASTENER SIZE

TENSION/UPLIFT
(100/160)	F1

*	*	*

QTY

DTT2Z

BCS2-2/4	18	3 1

9	15

3

2

16	16

12	0.148"X3"	895	890

H10A-2

Model No.  CL	Anchor
Dia.

Fasteners

DTT2Z Installed as a Lateral Connector for a Deck Guardrail Post.
For more information on guardrail post connections, and installation instructions, see technical bulletin T-GRDRLPST

DTT2Z Installed as a Lateral Connector for a Deck-to-House Lateral Load Connection
For more information on this connection, and
installation instructions, see technical bulletin

POST CAP CONNECTOR
SCALE: NONE

A

BARRY EDWARD GINN, P.E. FLORIDA PROFESSIONAL ENGINEER FL PE NUMBER 54595
ISSUE DATE

HURRICANE TIES
SCALE: NONE

ASTM TESTING FOR 5/4X6"
PROPERTY	REQUIREMENT	RESULT
WEIGHT	ASTM D6111	1.9LBS/FT

ASTM TESTING FOR 2X8" & 2X10"
PROPERTY	REQUIREMENT	RESULT
WEIGHT	ASTM D6111	0.027

LIVE LOAD CAPACITY
PROFILE	MAXIMUM LOAD	SPAN
5 4" X 6"	374 LBS./SQ FT	12" O.C.

DTT2Z	13/16	1/2"	8-SDS ¼"x1½"

DECK TENSION TIE
SCALE: NONE

(available at www.strongtie.com).

T-DECKLATLOAD (available at www.strongtie.com).

RIDGE

Member Size	Fasteners (in.)	ALLOWABLE LOADS

December 4, 2024
PROJECT NUMBER NUMBER

2024-192

MODULES OF ELASTICITY	ASTM D6109	633,665 PSI

2

FLEXURAL STRENGTH	ASTM D6109	7,038 PSI

MODULES OF ELASTICITY	ASTM D6109	633,665 PSI
FLEXURAL STRENGTH	ASTM D6109	7,038 PSI

5 4" X 6"	266 LBS./SQ FT	16" O.C.
5 4" X 6"	120 LBS./SQ FT	24" O.C.

Model Number

W (in.)	CARRYING MEMBER

Each Hip	UPLIFT (160)  Roof (125)

REVISIONS

TEMPERATURE/MOISTURE ICC-ES AC174 MEETS CODE REQ. EFFECT
CREEP RELAXATION	ICC-ES AC174  MEETS CODE REQ. UV RESISTANCE	ICC-ES AC174  MEETS CODE REQ.
COMPRESSIVE MODULES	ASTM D6108	84,700 PSI SPECIFIC GRAVITY	ASTM D2395		0.7550
SCREW WITHDRAWAL	ASTM D1761	641 LBS

TEMPERATURE/MOISTURE ICC-ES AC174 MEETS CODE REQ. EFFECT
CREEP RELAXATION	ICC-ES AC174  MEETS CODE REQ. UV RESISTANCE	ICC-ES AC174  MEETS CODE REQ.
COMPRESSIVE MODULES	ASTM D6108	84,700 PSI SPECIFIC GRAVITY	ASTM D2395		0.7550
SCREW WITHDRAWAL	ASTM D1761	641 LBS

5 4" X 8"	200 LBS./SQ FT	24" O.C.
2 " X 6"	644 LBS./SQ FT	12" O.C.
2" X 6"	306 LBS./SQ FT	24" O.C.
2" X 8"	640 LBS./SQ FT	24" O.C.

HRC22	1 916	2X	(16) 0.148X1 1

2

HRC HIP RIDGE CONNECTOR
SCALE: NONE

(2) 0.148 x 1 1

370	1,185

DATE	DESCRIPTION

COF SLIP RESISTANCE	ASTM F1679  0.67 DRY/0.69 WET

COF OF LINER THERMAL

ASTM D696	0.8 X 10 (5)

FASTENERS AND ALLOWABLE LOADES

DETAILS AND FASTENERS REQUIREMENTS

SHEET DESIGNATION

1

COF OF LINER THERMAL EXPANSION

ASTM D696	0.8 X 10 (5) (IN/IN/F)

EXPANSION

(IN/IN/F)

MODEL NUMBER

MINIMUN RAFTER SIZE

FASTNERS (RIDGE)

FASTNERS (RAFTER)

UPLIFT (160) FLOOR LOAD

ROOF (125)

MODEL NUMBER  GA.	WIDTH	UPLIFT FASTENER QTY	FASTENER SIZE

S200

(100)

2

RR	2"X6"	(4) 0.148X1 1

1

2 (4) 0.148X1 2	130	330

HS24	18	3 1 "	645	16	0.148"X1 2" OR

330

WEARDECK
SCALE: NONE

RIDGE RAFTER CONNECTOR
SCALE: NONE

8

HURRICANE TIE CONNECTOR
SCALE: NONE

0.131"X1 1 "

3

© 2024 ALL RIGHTS RESERVED.

SHEET
OF	3

Screenshot 2024-12-12 at 3.47.56 PM.jpeg	https://mail.google.com/mail/u/1/

IMG_4200.jpg	https://mail.google.com/mail/u/1/

Section V

From: Keren FigueroaPagan Keren.figueroa15@outlook.com 
Subject: Riverstone Events 2025
Date: November 8, 2024 at 11:24 AM
To: Brittany Brookes bbrookes@gmscfl.com
Cc: Tricia Adams tadams@gmscfl.com, Nick Pagan nickpagan@kw.com

Good morning!
I am doing some business planning for 2025. I just wanted to request/set aside a few dates for next year. Thank you all for your continued support!
Easter Egg Hunt (Field/parking lot) April 12th 2025
Food Truck Rally (Field/parking lot) May 24th 2025
Pumpkins & Portraits (Club House) October 25th 2025
Christmas Party (Club House) December 6th 2025
I may add a couple other dates with plenty of notice. Thank you!

Section VII

Section C

Towne Park CDD
Field Management Report

January 7th, 2025
Allen Bailey – Field Services Manager GMS

The closer to the women’s restroom has been replaced.

The door is properly closing again.

c

Completed

Amenity Restroom Closer

Temporary Shade Repair

The temporary shade repair is complete.
Residents can use amenity two’s playground safely.

Completed

Playground Table

Amneity two’s table has been repaired.

It has been setback up within the playground area.

A toilet in the women’s restroom needs a sensor replaced.

The sensor has been replaced and the toilet is working properly.

3

Amenity Two Restrooms

Towne Park Field Management Report | GMS 2025

Complete

The light switch was tampered with.

It has been repaired and is working properly.

Amenity Two Restroom Light Switch

Review

Trees

The trees that were knocked down during the hurricane are doing well.

We will continue to monitor them as we move into Winter.

Conclusion

For any questions or comments regarding the above information, please contact me by phone at 407-460-4424, or by email at abailey@gmscfl.com. Thank you.

Respectfully, Allen Bailey

Section D

Section 1

to be provided under separate cover

Section 2

to be provided under separate cover

Audit Committee Meeting

TOWNE PARK COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS

District Auditing Services for Fiscal Year 2025
Polk County, Florida

Instructions to Proposers
SECTION 1. DUE DATE. Sealed proposals must be received no later than
Friday, April 25, 2025 at the offices of:
Governmental  Management   Services   –   Central   Florida,   LLC, Attn: Tricia Adams/  Brittany  Brookes,   District  Manager,   219  East   Livingston Street, Orlando, Florida 32801. Proposals will be publicly opened at that time.
Section 2. Familiarity with the Law. By submitting a proposal, the Proposer is assumed to be familiar with all federal, state, and local laws, ordinances, rules and regulations that in any manner affect the work. Ignorance on the part of the Proposer will in no way relieve it from responsibility to perform the work covered by the proposal in compliance with all such laws, ordinances and regulations.

Section 3. Qualifications of Proposer. The contract, if awarded, will only be awarded to a responsible Proposer who is qualified by experience and licensing to do the work specified herein. The Proposer shall submit with its proposal satisfactory evidence of experience in similar work and show that it is fully prepared to complete the work to the satisfaction of the District.

Section 4.  Submission of Only One Proposal.  Proposers shall be disqualified, and their proposals rejected if the District has reason to believe that collusion may exist among the Proposers, the Proposer has defaulted on any previous contract or is in arrears on any previous or existing contract, or for failure to demonstrate proper licensure and business organization.
SECTION 5.  SUBMISSION OF PROPOSAL. Submit one (1) original hard copy and one (1) electronic copy of the Proposal Documents, and other requested attachments, at the time and place indicated herein, which shall be enclosed in an opaque sealed envelope, marked with the title, "Auditing Services- Towne Park Community Development District" on the face of it.

Section	6.	Modification	and	Withdrawal.	Proposals	may
be modified or withdrawn  by  an  appropriate  document  duly  executed  and  delivered  to the place where proposals are to be submitted at any time prior to the time and date the proposals are due. No proposal may be withdrawn after opening for a period of ninety (90) days.
Section 7.  Proposal  Documents.   The  proposal  documents  shall  consist  of the notice announcing the request for proposals, these instructions, the Evaluation Criteria Sheet and a proposal with all required documentation pursuant to Section 12 of these instructions (the “Proposal Documents”).

Section 8.  Proposal. In making its proposal, each Proposer represents that it has read and understands the Proposal Documents and that the proposal is made in accordance therewith.

Section 9. Basis of Award/Right to Reject. The District reserves the right to reject any and all proposals, make modifications to the work, and waive any informalities or irregularities in proposals as it is deemed in the best interests of the District.
Section 10. Contract Award. Within fourteen (14) days of receipt of the Notice of Award from the District, the Proposer shall enter into and execute a Contract (engagement letter) with the District.
Section 11. Limitation of Liability. Nothing herein shall be construed as or constitute a waiver of District’s limited waiver of liability contained in Section 768.28, Florida Statutes, or any other statute or law.

Section 12.	Miscellaneous. All proposals shall include the following information in addition to any other requirements of the proposal documents.
List		position	or	title	of	all	personnel	to	perform work	on the	District audit. Include résumés for each person listed; list years of
experience in present position for each party listed and years of related experience.

Describe		proposed	staffing	levels,	including résumés	with		applicable certifications.
Three	references	from	projects	of	similar	size	and scope.
The Proposer should include information relating to the work it conducted for each reference as well as a name, address and phone number of a contact person.

The	cost of the provision of the services under the proposal for Fiscal Years 2025, 2026, 2027, 2028, and 2029. The District intends to enter into five (5) separate one- year agreements
Provide a proposed schedule for performance of the audit.

SECTION 13. PROTESTS. In accordance with the District's Rules of Procedure, any protest regarding the Proposal Documents, must be filed in writing, at the offices of the District Manager, within seventy-two (72) calendar hours (excluding Saturday, Sunday, and state holidays) after the receipt of the Proposal Documents. The formal protest setting forth with particularity the facts and law upon which the protest is based shall be filed within seven (7) calendar days (including Saturday, Sunday, and state holidays) after the initial notice of protest was filed. Failure to timely file a notice of protest or failure to timely file a formal written protest shall constitute a waiver of any right to object or protest with respect to the aforesaid Proposal Documents.

Section 14. Evaluation of Proposals. The criteria to be used in the evaluation of proposals are presented in the Evaluation Criteria Sheet, contained within the Proposal Documents.

TOWNE PARK COMMUNITY DEVELOPMENT DISTRICT AUDITOR	SELECTION EVALUATION CRITERIA

Ability of Personnel.	(20 Points)

(E.g., geographic location of the firm’s headquarters or permanent office in relation to the project; capabilities and experience of key personnel; present ability to manage this project; evaluation of existing workload; proposed staffing levels, etc.)

Proposer’s Experience.	(20 Points)

(E.g. past record and experience of the Proposer in similar projects; volume of work previously performed by the firm; past performance for other community development districts in other contracts; character, integrity, reputation of Proposer, etc.)

Understanding of Scope of Work.	(20 Points)

Extent to which the proposal demonstrates an understanding of the District’s needs for the services requested.
Ability to Furnish the Required Services.	(20 Points)

Extent to which the proposal demonstrates the adequacy of Proposer’s financial resources and stability as a business entity necessary to complete the services required.

Price.	(20 Points)

Points will be awarded based upon the lowest total proposal for rendering the services and the reasonableness of the proposal.
TOTAL	(100 Points)

Section B

TOWNE PARK COMMUNITY DEVELOPMENT DISTRCT REQUEST FOR PROPOSALS FOR ANNUAL AUDIT SERVICES

The Towne Park Community Development District hereby requests proposals for annual financial auditing services. The proposal must provide for the auditing of the District’s financial records for the fiscal year ending September 30, 2025, with an option for four (4) additional annual renewals. The District is a local unit of special purpose government created under Chapter 190, Florida Statues, for the purpose of financing, constructing and maintaining public infrastructure. The
District is located in Polk County, Florida. The District currently has an operating budget of approximately $635,542 . The final contract will require that, among other things, the audit for the fiscal year ending September 30, 2025, be completed no later than June 1, 2026.

Each auditing entity submitting a proposal must be authorized to do business in Florida; hold all applicable state and federal professional licenses in good standing, including but not limited to a
license under Chapter 473, Florida Statutes, and be qualified to conduct audits in accordance with “Government Auditing Standards”, as adopted by the Florida Board of Accountancy. Audits shall be conducted in accordance with Florida law and particularly section 218.39, Florida Statutes, and the rules of the Florida Auditor General.
Proposal package, which include evaluation criteria and instructions to proposers, are available from the District Manager at the address and telephone number listed below.

Proposers must provide one (1) original hard copy and one (1) electronic copy of their proposal to Governmental Management Services – Central Florida, LLC Attn: Tricia Adams, District Manager, 219 East Livingston Street, Orlando, Florida 32801, in an envelope marked on the outside “Auditing Services – Towne Park Community Development District.”

Proposals must be received by 5:00 PM on Friday, April 25, 2025, at the office address listed above. Proposals received after this time will not be eligible for consideration. Please direct all questions regarding this Notice to the District Manager who can be reached at (407) 841-5524.

District Manager
Governmental Management Services – Central Florida, LLC