CCLAAC Agenda 05/10/2021AGENDA
CONSERVATION COLLIER
LAND ACQUISITION ADVISORY COMMITTEE
May 10, 2021 9:00 A.M.
Commission Boardroom
W. Harmon Turner Building (Building "F"), Third Floor
As part of an ongoing initiative to promote social distancing during the Covid-] 9 pandemic, the public will have
the opportunity to provide public comments remotely, as well as in person. Individuals who would like to
participate remotely, should register here. Individuals who register will receive an email in advance of the
public hearing detailing how they can participate remotely in this meeting. For additional information about the
meeting, please call Summer Araque at (239) 252-2979 or email to: ConservationCollier&colliercount�fl.gov
I. Roll Call
II. Approval of Agenda
III. Approval of April 12, 2021 Meeting Minutes
IV. New Business
A. Gore MOU Revisions
B. Cycle 10 — Initial Screening Criteria worksheet properties for review
1. Review process
2. Rivers Road (Popp)
3. HHH Ranch Section 33 (various owners)
4. Big Hammock areas I & II (Barron Collier Partnership)
5. Bethune Rd & Sanitation Rd properties (Barron Collier Partnership)
V. Old Business - none
VI. Coordinator Communications
A. BCC Items
B. Preserve Updates
C. Miscellaneous Items
VII. Subcommittee Reports
A. Lands Evaluation & Management — Chair, Bill Poteet — next meeting to be scheduled for June
B. Outreach — Chair, Brittany Patterson -Weber — last meeting March 24, 2021
C. Ordinance Policy and Rules —Chair to be selected at next meeting; meeting to be scheduled
Vill. Chair and Committee Member Comments
A. Attendance
IX. Public General Comments
X. Staff Comments
XI. Next Meeting — June 14, 2021
XII. Adjourn
Committee Members: Please notify Summer Araque at 252-2979 no later than 5:00 P.m. Thursday, May 6, 2021 if
you cannot attend this meeting or if you have a conflict and will abstain from voting on an agenda item.
April 12, 2021
MINUTES OF THE CONSERVATION COLLIER LAND ACQUISITION
ADVISORY COMMITTEE MEETING
Naples, Florida, April 12, 2021
LET IT BE REMEMBERED, the Conservation Collier Land Acquisition Advisory
Committee in and for the County of Collier, having conducted business herein, met on this
date at 9:00 A.M. in REGULAR SESSION at Administrative Building "F", 3'
Floor, Collier County Government Complex Naples, Florida with the following
members present:
CHAIRMAN: Bill Poteet
VICE-CHAIRMAN: Michele Lenhard
Michael Seef (via Zoom)
Gary Bromley (via Zoom)
Brittany Patterson -Weber
Thomas J. Iandimarino
Hannah Rinaldi (Excused)
David Corban (via Zoom)
Carl Kuehner
ALSO PRESENT: Summer Araque, Conservation Collier Program Coordinator
Jennifer Belpedio, Assistant County Attorney
Melissa Hennig, Regional Manager, Parks & Recreation
Molly Duvall, Environmental Specialist
Mitchell Barazowski, Environmental Specialist
April 12, 2021
I. Roll Call
Chairman Poteet called the meeting to order at 9:00 A.M. Roll call was taken and a quorum was
established.
Mr. Iandimarino moved to allow Mr. Bromley, Mr. Corban and Mr. Seef to participate via Zoom
due to an extraordinary circumstance. Second by Ms. Lenhard. Carried unanimously 5 — 0.
(Mr. Bromley joined the meeting at 10:15 a.m)
II. Approval of Agenda
Ms. Lenhard moved to approve the Agenda. Second by Mr. Seef. Carried unanimously 7— 0.
III. Approval of March 8, 2021 minutes
Ms. Lenhard moved to approve the minutes of the March 8, 2021 meeting as presented.
Second by Mr. Kuehner. Carried unanimously 7— 0.
IV. New Business
A. Annual (Biennial) 2019-2020 Conservation Collier Report
Ms. Araque presented the "Conservation Collier Annual Report — Draft Biennial 2019-2020 " for
consideration and provided an overview of the changes to the plan, which is slated to be reviewed
by the Board of County Commissioners on May 25, 2021.
Mr. landimarino moved to recommend the Board of County Commissioners approve the
Conservation Collier Annual Report — Draft Biennial 2019-2020 as presented by Staff.
Second by Mr. Kuehner. Carried unanimously 7 — 0.
B. Target Protection Areas
Ms. Araque presented the "Target Mailing List Maps Cycle 10 (2021) " for consideration and
"Resolution No. 2021, A Resolution of the Board of County Commissioners of the County of
Collier, Florida, Approving a Target Protection Area Mailing Strategy for the Conservation
Collier Land Acquisition Program 's Tenth Property Selection Cycle; Providing for an Effective
Date " for informational purposes. She noted the Outreach Subcommittee reviewed and
recommended approval of the map that is to be considered today. The Committee reviewed the
maps for the following Target Protection Areas: Railhead Scrub Preserve, Cocohatchee Bay,
Gordon River Greenway, Rattlesnake Hammock Preserve Corridor, Bayshore parcels, Shell Island
Preserve, Panther Walk Preserve, Dr. Robert H. Gore, III, Nancy Payton Preserve, Caracara
Preserve, Pepper Ranch, McIlvane Marsh and US41/SR29 Marsh. The following comments
and/or recommendations for the maps were as follows:
Panther Walk Preserve
Discussion occurred noting:
• The targeted properties comprise an area located in a wildlife corridor, contiguous to the
proposed Immokalee Road Rural Village Planned Unit Development preserve lands.
• Given the characteristics of the Target Area identified, it would lend itself to being deemed
a multi -parcel project.
2
April 12, 2021
• There is concern those parcels contiguous to the existing parcels held within the program
are not included in the targeted area and it would be beneficial to include these in the map.
Mr. Bromley joined the meeting
Mr. Kuehner moved to approve sending letters of inquiry to property owners of the lots as
depicted on the map, subject to adding the lots located on 601 Ave NE, contiguous to the
existing lands held within the Program. Second by Mr. Iandimarino. Carried unanimously
8-0.
It was noted the contiguous parcels must be located within the limits of the Horsepen Strand
boundary line depicted on the map.
Caracara Prairie Preserve
Staff to determine if the CREW Land and Water Trust is considering purchase of any of the
properties and to eliminate those from consideration as necessary.
US41/SR29 Marsh
Discussion occurred noting:
• The area is not at risk for development and not in the urban area.
• It may be beneficial to contact representatives of Everglades City to determine if there is
any interest in lands within this jurisdiction being acquired by the Program. One example
would be the parcel adjacent to the airport.
Mr. Kuehner moved to not send letters of inquiry to the property owners of the lots as depicted
on the map. Second by Ms. Patterson -Weber. Motion carried 7 "yes" —1 "no. " Ms. Lenhard
voted "no."
Bayshore parcels
Discussion occurred noting:
• There are two significant vacant parcels in the area not included in the contact list as
shown on the map.
• One is owned privately and the other by the Collier County School District.
• It may be beneficial to contact these owners to determine any interest they may have in
selling the properties.
Mr. Corban moved to approve sending letters of inquiry to the property owners of the lots as
depicted on the map, subject to adding the School District parcel adjacent to East Naples
Community Park and the Gulfview Development parcel located on Bayshore Drive just south of
Barrett Ave., to the map. Second by Mr. Seef. Carried unanimously 8 — 0.
McIlvane Marsh
Mr. Kuehner moved to add the parcel at the end of Auto Ranch Road to the Target Protection
Area. Second by Ms. Lenhard.
He noted it has the potential for allowing access to the Preserve.
April 12, 2021
Ms. Araque noted the parcel is already in conservation and part of the Fiddler's Creek preserve
areas.
Mr. Kuehner withdrew the motion.
Others
Chairman Poteet noted consideration should be given to contacting the owners of the lands on
the southwest and southeast corners of the intersection of Logan Blvd. and Pine Ridge Road, to
determine any interest they have in selling the properties. They are across the road from Logan
Woods Preserve and at least one is currently for sale.
Committee discussion occurred noting another consideration could be the vacant parcel on the
northeast side of the intersection which could provide parking for the existing preserve, however
the parcels would be expensive to acquire and the program has a limited amount of funds available
for use.
The Committee took no action on the suggestion at this point in time.
Mr. Kuehner moved to recommend the Board of County Commissioner send letters of inquiry to
the property owners of lots as depicted on the Target Protection Area maps as amended by the
Committee during today's meeting. Second by Mr. Iandimarino.
The Committee reviewed a letter submitted by Meredith Budd of the Florida Wildlife Federation
and Brad Cornell of the Audubon Western Everglades, dated 4/11/21, which included a
recommendation several lots on Marco Island identified as high priority Gopher Tortoise habitat
be considered as targeted parcels.
Discussion occurred noting the parcels are small in size (1/2 acre +/-), would be expensive to
acquire given their locations, and difficult to manage. Additionally, a party could nominate the
parcels for acquisition if they so desire at which time they would be considered by the Committee.
The Committee determined to not add these parcels to the Target Protection Areas.
Motion carried unanimously 8 — 0.
C. Cycle 10 updates
1. Notified all owners on Cycle 9 A & B List (see map for A -list properties)
Ms. Araque presented the report "Conservation Collier Cycle 10 Applications Received
Between February 24, 2021 — April 2, 2021 " for informational purposes. The owners of the
parcels identified on the Cycle 9 acquisition list which were not acquired, have been notified to
determine if they are still interested in selling the properties to the County.
2. Applications received — will do Initial Screening Criteria (ICS) checklist and bring back
for CCLAAC review
Ms. Araque reported the following applications have been received and Staff will be
preparing the necessary documentation for consideration by the Committee.
a. Rivers Road (Popp)
April 12, 2021
b. HHH Ranch Section 33 (various owners)
c. Big Hammock areas I & II (Barron Collier)
d. Bethune Rd & Sanitation Rd properties (Barron Collier)
Meredith Budd, Florida Wildlife Federation, addressed the Committee regarding lands
in the RLSA Sending Areas which may be considered for acquisition. She recommended
the Committee ensure the cost of any parcels acquired account for the potential restoration
credits available to the owner under the RLSA program. For those properties where the
restoration credits have been issued to the owner, the price should be lowered accordingly
to provide for the value of the use granted to the seller. If the restoration credits have not
been issued, the seller not have the ability to utilize the credits after the fact as they would
be experiencing a double economic benefit from the property. In cases where the seller
wishes to retain rights to the restoration credits, they should be required to provide the
program with some form of monetary endowment to offset the value gained for the credits.
V. Old Business
None
VI. Coordinator Communications
A. BCC Items approved since last CCLAAC
None
B. Miscellaneous Items
Ms. Araque reported there has been a minor modification to the Memorandum of Understanding
between the County and Cypress Cove Landkeepers and it will be reviewed by the Committee at
their May meeting.
VII. Subcommittee Reports
A. Lands Evaluation & Management — Chair, Bill Poteet — Next meeting to be scheduled for
June
None
B. Outreach — Chair, Michele Lenhard — Last Meeting March 24, 2021
Ms. Lenhard reported the Subcommittee met to review and make recommendations on Staff s
presentation of the Target Protection Area maps.
C. Ordinance Policy and Rules, No meeting scheduled
None
VIII. Chair Committee Member Comments
None
IX. Public General Comments
None
X. Staff Comments
5
April 12, 2021
Ms. Hennig recognized Staff s efforts in developing the Target Protection Area maps.
XI. Next Meeting Date
May 10, 2021
There being no further business for the good of the County, the meeting was adjourned by order
of the Chair at 11:57 A.M.
Conservation Collier Land Acquisition Advisory Committee
Bill Poteet, Chairman
These minutes approved by the Board/Committee on as presented or
as amended
2
MEMORANDUM OF UNDERSTANDING BETWEEN COLLIER COUNTY
AND
CYPRESS COVE LANDKEEPERS, INC.
This Memorandum of Understanding ("MOU") is entered into this day of
, 2020 between COLLIER COUNTY, a political subdivision of the
State of Florida ("COUNTY") and CYPRESS COVE LANDKEEPERS, INC. ("CYPRESS
COVE").
Recitals
WHEREAS, on July 10, 2018 COUNTY acquired the properties identified on
Exhibit "A" from The Robert H. Gore III Inter Vivos Trust, dated July 25, 1986, for public
use in COUNTY's Conservation Collier Program (COUNTY's PROPERTY or DR.
ROBERT H. GORE III PRESERVE); and
WHEREAS, on January 28, 2020the County approved the Interim Management
Plan for the DR. ROBERT H. GORE I I I PRESERVE; and
WHEREAS, June 7, 2019 CYPRESS COVE acquired the properties identified on
Exhibit "B" from The Robert H. Gore III Inter Vivos Trust, dated July 25, 1986 for public
use as nature center ("CYPRESS COVE's PROPERTY" OR "NATURE CENTER"); and
WHEREAS, the COUNTY and the CYPRESS COVE wish to provide for
coordination and cooperation of environmental, educational, and historical outreach
information and signage on the properties for the benefit of the citizens of Collier County
and others that may visit the properties.
NOW THEREFORE, it is agreed as follows:
1. Authority.
This MOU is entered into pursuant to Conservation Collier Ordinance No. 07-65,
as amended (Section 4, Paragraph 12) and the Action Plan set forth in COUNTY's
Interim Management Plan.
2. Duration.
This MOU shall remain in effect until it is terminated in writing by either party
upon 30 days written notice to the other party.
3. Effect of Recitals.
The recitals set forth above are adopted as findings of fact and incorporated into
this MOU.
4. COUNTY PROPERTY — DR. ROBERT H. GORE III PRESERVE.
A. The County agrees to use the DR. ROBERT H. GORE III PRESERVE in
accordance with the Interim Management Plan, as it may be amended or
become a Final Management Plan, as amended ("Management Plan").
B. As with all Conservation Collier Property, the Preserve Management
Ordinance No. 11-38, as it may be amended or otherwise modified or
replaced applies at the DR. ROBERT H. GORE II I PRESERVE.
C. No pets will be permitted in on the COUNTY's Property unless the
Management Plan indicates that pets are allowed.
D. COUNTY will install a lime -rock parking area on COUNTY's Property. The
need for parking spaces and the number of spaces will be determined by
COUNTY and is initially expected to be 5-6 parking spaces.
E. Events that are to occur on at the DR. ROBERT H. GORE III PRESERVE
after dusk will be coordinated with CYPRESS COVE.
F. CYPRESS COVE employees and volunteers providing services on
COUNTY's Property pursuant to this MOU are not considered agents or
employees of COUNTY.
G. The Interim Management Plan does not allow hunting on COUNTY's property
due to the limited acreage and proximity of adjacent homesites. "No hunting"
signs will be installed on COUNTY's Property. Signs prohibiting trespass,
litter, firearms, all -terrain vehicles and poaching will also be installed on
COUNTY's Property,
H. Signs on COUNTY's Property will be coordinated with CYPRESS COVE such
that signs on COUNTY's Property and signs on CYPRESS COVE's Property
are consistent in content. CYPRESS COVE and COUNTY will send each
other signage for review that includes mention of each other. Use of each
party's logo on signage shall be approved in advance.
5. CYPRESS COVE's PROPERTY — NATURE CENTER
A. In the event the NATURE CENTER and/or CYPRESS COVE property is open
after dusk, CYPRESS COVE will notify the COUNTY. The intent is for
evening events to be limited to reduce traffic for safety of wildlife after dusk.
B. Gate located to 40th Avenue SE will be locked when Nature Center is not
open.
C. CYPRESS COVE will cooperate with COUNTY regarding any well installation
COUNTY decides to pursue.
D. Signs on CYPRESS COVE's Property will be coordinated with COUNTY such
that signs on CYPRESS COVE's Property and signs on COUNTY's Property
are consistent in content and appearance.
E. CYPRESS COVE will coordinate its grand opening celebration with COUNTY.
F. CYPRESS COVE's use of the COUNTY's trails is limited to open hours.
_F_.G. The provisions set forth in Section 2.01.03A.9. of the Collier County Land
Development Code relating to "Conservation Collier lands" and all "permitted
2
minor improvements" listed therein shall be applicable to CYPRESS COVE's
PROPERTY.
�y
6. Indemnification.
Each party to this MOU agrees to be responsible for the liabilities arising out of
their own conduct and the conduct of their officers, employees and agents with
COUNTY's indemnification subject to Section 768.28, Florida Statutes.
7. Notice.
Any notice sent pursuant to this Memorandum of Understanding shall be
sufficient if sent by regular U.S. Mail to the following addresses:
A. COLLIER COUNTY:
CONSERVATION COLLIER COORDINATOR
Golden Gate Community Park
3300 Santa Barbara Blvd.
Naples, FL 34116
ConservationCollier(o)_colliercountyfl.gov
239-252-2961
B. CYPRESS COVE: CYPRESS COVE LANDKEEPERS, INC.
Attention: Current President
Mailing Address:
PO Box 110308
NAPLES, FL 34108
(239)-308-0281
info(a)-wildnaples.com
8. Amendment.
Any amendment to this MOU or its exhibits shall be in writing and shall not be
effective until executed by both parties.
9. Assignment.
In light of the scope and rationale for this MOU, neither party may assign,
transfer, or sell any of the rights set forth in this MOU, or associated with this
MOU, without the express written consent of the other party.
10. Relationship of the Parties.
No employee of either party shall be deemed an employee of the other party.
Nothing in this MOU shall be construed to create an agency relationship,
partnership, association, or joint venture between the parties.
.19
IN WITNESS WHEREOF, the parties have executed this MOU as of the date set forth
above.
ATTEST: COLLIER COUNTY
CRYSTAL K. KINZEL, CLERK
, DEPUTY CLERK
Approved for form and legality:
Jennifer A. Belpedio
Assistant County Attorney
CHAIRMAN
CYPRESS COVE LANDKEEPERS, INC.
Shane Duff
PRESIDENT
EXHIBIT "A"
COUNTY'S PROPERTY — DR. ROBERT H. GORE III PRESERVE
Physical Address: 4055 40th Ave SE, Naples, FL 34117
1. PORTION OF GOLDEN GATE EST UNIT 91, GOLDEN GATE EST UNIT 91A,
GOLDEN GATE EST UNIT 92, AND GOLDEN GATE EST UNIT 92A AS DESC
IN OR 5573 PG 688, AND GOLDEN GATE EST UNIT 91 N 150FT OF TR 76,
LESS GOLDEN GATE EST UNIT 92 TR 84, LESS GOLDEN GATE EST UNIT
92 W 180FT OF TR 86, LESS GOLDEN GATE EST UNIT 91, N 150FT OF TR
74 GOLDEN GATE ESTATES, PLAT BOOK 5, PAGES 30-31 OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA.
TAX IDENTIFICATION NUMBER: 41500040008 (160.46 acres)
2. GOLDEN GATE EST UNIT 91 N 150FT OF TR 74. GOLDEN GATE ESTATES,
PLAT BOOK 5, PAGE 30 OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA. TAX IDENTIFICATION NUMBER: 41506600002 (2.34 acres)
3. GOLDEN GATE EST UNIT 92 TR 84. GOLDEN GATE ESTATES, PLAT BOOK
5, PAGE 31 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
TAX IDENTIFICATION NUMBER: 41616920009 (5.68 acres)
4. GOLDEN GATE EST UNIT 92 W 180FT OF TR 86 OR 1836 PG 276. GOLDEN
GATE ESTATES, PLAT BOOK 5, PAGE 30 OF THE PUBLIC RECORDS OF
COLLIER COUNTY, FLORIDA. TAX IDENTIFICATION NUMBER: 41617120002
(2.73 acres)
APPROXIMATELY 171.2 ACRES COMBINED
EXHIBIT "B"
CYPRESS COVE's PROPERTY — NATURE CENTER
Physical Address: 4261 40th Ave. SE, Naples, FL 34117
ALL OF TRACT 15 and TRACT 18, UNIT 91, GOLDEN GATE ESTATES, PLAT
BOOK 5, PAGE 30 OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA.
TAX IDENTIFICATION NUMBER: 41501440005 (10.00 acres)
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Digitally signed by Robin W Stephan
DN: c=US, o=Atlas Structural Engineering LLC,
ou=A01410D00000173E401E6830003D603,
cn=Robin W Stephan
Date: 2021.03.26 12:27:19-04'00'
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
ROBIN W. STEPHAN ON THE DATE ADJANCENT TO THE
SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
THE SEAL IS FOR STRUCTURAL ASPECTS ONLY.
PER MAP OF BOUNDARY SURVEY:
FLOOD ZONE AH
BASE FLOOD ELEV.+11.5' NAVD Q
2
NOTES:
1. SITE PLAN CREATED USING MAP OF BOUNDARY SURVEY BY
ONLINELAND SURVEYORS, INC., SURVEY CODE 0-52447 DATED 6/7/2019.
2. WETLAND BOUNDARY LOCATION PROVIDED BY TROPICAL
ENVIRONMENTAL CONSULTANTS, LLC, SITE PID # 41501440005,
INSPECTION DATE 12/09/2019.
3. SEE BOUNDARY SURVEY AND INFORMAL WETLAND DETERMINATION
FIELD INSPECTION AND DATA REPORT FOR ADDITIONAL INFORMATION.
4. ALL DIMENSIONS AND WETLAND BOUNDARY LOCATIONS SHOWN SHALL
BE FIELD VERIFIED.
5. PROVIDE SILT FENCING TO PROTECT WETLANDS IN AREAS WHERE
CONSTRUCTION WILL OCCUR NEAR WETLANDS BOUNDARY. SILT
FENCING SHALL REMAIN UNTIL DISTURBED UPLAND IS STABILIZED OR
AS RECOMMENDED BY LOCAL, STATE AND / OR FEDERAL AGENCIES.
LEGEND:
0 UPLAND
® WETLAND
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StrucW ral Engineering, LLC
DRAWN BY:
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CHECKED BY:
RS
DATE:
12.01.2020
JOB NO:
20131
\\\ SHEET TITLE:
EXISTING SURVEY AND
PROPOSED SITE PLAN
GENERAL STRUCTURAL NOTES
DIVISION 1 Q
1
CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 7th
EDITION OF THE FLORIDA BUILDING CODE (FBC 2020). FOLLOW ALL APPLICABLE PROVISIONS FOR
ALL PHASES OF CONSTRUCTION. SEE CHAPTER 35 OF THE FLORIDA BUILDING CODE FOR THE LIST
OF ALL REFERENCED STANDARDS.
GENERAL: ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO
ANY SIMILAR SITUATIONS ELSEWHERE EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS
OF DETAILS, SECTIONS, PLANS, AND NOTES AT ALL LOCATIONS AT WHICH CONDITIONS ARE SIMILAR
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE
DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL
DRAWINGS.
CONTRACTOR TO LOCATE ALL BURIED UTILITY PIPES PRIOR TO THE EXCAVATION FOR THE
BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL
CONFLICTS BETWEEN THE FOUNDATIONS AND THE BURIED UTILITY PIPES.
TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE
DEPENDS ON INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE
BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE
WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER
FINAL CONFIGURATION ONLY.
RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS
REACH FULL STRENGTH, UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL.
ASSUMED FUTURE CONSTRUCTION:
VERTICAL: NONE
HORIZONTAL: NONE
DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE LATEST
EDITION OF THE FLORIDA BUILDING
CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING
LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER FBC:
ROOF:
LIVE LOAD
20 PSF
DEAD LOAD
20 PSF
FLOORS:
PEDESTRIAN LIVE LOAD
100 PSF
DEAD LOAD
15 PSF
WIND SPEED (ULTIMATE)
Vult = 159 MPH PER FLORIDA BUILDING CODE, BUILDING
FIGURE 1609 AND COLLIER COUNTY GIS WIND SPEED MAPS.
WIND SPEED (NOMINAL)
Vasd = 124 MPH
EXPOSURE
B
RISK CATEGORY
CATEGORY II
INTERNAL PRESSURE COEFF
+/- 0.18 ENCLOSED (PROTECTED OPENINGS)
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SUBMITTALS: SHOP DRAWINGS APPROVED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE
ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION REGARDING STRUCTURAL ITEMS
INCLUDING THE FOLLOWING:
CONCRETE MIX DESIGNS,
CONCRETE AND MASONRY REINFORCING,
PRECAST OR PRESTRESSED CONCRETE MEMBERS.
IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,
THEY SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE
STATE OF FLORIDA. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE
ENGINEER AND ARE SUBJECT TO THE REVIEW AND ACCEPTANCE OF THE ENGINEER OF RECORD,
AND MAY BE SUBJECT TO EXTRA ENGINEERING CHARGES.
DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF
ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING:
PREMANUFACTURED WOOD TRUSSES,
WINDOW WALL AND ALL OTHER GLAZING SYSTEMS
SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE
OF FLORIDA, AND SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. CALCULATIONS
SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED
EFFECTS ON THE STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL
BE BASED ON THE REQUIREMENTS OF THE LATEST EDITION OF THE FBC.
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE
CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS,
DIMENSIONS, ETC. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR
OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS REVIEWED BY THE ENGINEER OF RECORD.
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FOUNDATIONS: FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF
2,000 PSF ON COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF QUESTIONABLE
SOILS OR POTENTIALLY UNSTABLE CONDITIONS ARE ENCOUNTERED, A GEOTECHNICAL ENGINEER
SHALL BE RETAINED TO INVESTIGATE AND PROVIDE RECOMMENDATIONS. ABOVE REPORT SHALL
BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW BEFORE FOUNDATION CONSTRUCTION
BEGINS.
SOIL BEARING PRESSURE 2,000 PSF ASSUMED ALLOWABLE PER FLORIDA
BUILDING CODE, BUILDING SECTION 1806 CONTRACTOR OR
OWNER TO VERIFY.
CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS UNLESS SPECIFICALLY DIMENSIONED
OTHERWISE.
DIVISION 3
CONCRETE: REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE
VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:
fc (PSI) ABS W/C MIN CEMENT SLUMP USE
3000 PSI 0.58 470 LBS 5 +/- 1 ALL USES U.N.O.
CEMENT SHALL CONFORM TO ASTM C-150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F
OR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE
MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM
C-33 WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE TO BE CLEAN, DURABLE, NATURAL SAND
CONFORMING TO ASTM C-33.
THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED,
A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE.
A WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN
MIXES. A HIGH -RANGE WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G,
MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8".
SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL
DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE,
OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE
ENGINEER. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN
ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE
DIAMETERS ON CENTER.
PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE.
WHERE INDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING
AND/OR ARCHITECTURAL DRAWINGS.
ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS
REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR
DEFORMED BAR AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE
NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING
STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE.
ALL DETAILING AND ACCESSORIES TO CONFORM TO THE LATEST EDITION OF THE ACI DETAILING
MANUAL. PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH
HOT -DIP GALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE
REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE
PLACEMENT OPERATIONS. "WET -STICKING" OF REINFORCING IS PROHIBITED.
REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE):
FOOTINGS 3" BOTTOM AND SIDES, 2" TOP
INT SLABS AND WALLS 3/4" (NOT EXPOSED TO GROUND OR WEATHER)
COLUMNS 1-1/2" TO TIES
BEAMS 1-1/2" TO STIRRUPS
EXT SLABS AND WALLS 1-1/2" (EXPOSED TO GROUND OR WEATHER, #5 OR SMALLER)
EXT SLABS AND WALLS 2" (EXPOSED TO GROUND OR WEATHER, #6 OR LARGER)
LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN
ACCORDANCE WITH ACI 318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DO NOT
SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS
BOTTOM BARS IN BEAMS IN CLEAR SPANS BETWEEN SUPPORTS. SHOW ALL SPLICES ON SHOP
DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVAL OF STRUCTURAL
ENGINEER.
AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES; EXTEND THESE
BARS A LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING. SLAB BARS SHALL BE HOOKED
INTO WALLS, OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING.
DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL
REINFORCING UNLESS OTHERWISE SHOWN.
WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE
SURFACE SHOULD BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE AND HAVE A
BONDING AGENT APPLIED.
WEDGE STYLE ANCHORING: WEDGE STYLE ANCHORS SHALL BE USED IN SOLID CONCRETE OR
GROUT -FILLED MASONRY APPLICATIONS. WEDGE ANCHORS ARE A ONE-PIECE STUD ANCHOR WITH
STEEL CLIP (EXPANDING RING) CONFORMING TO FEDERAL SPECIFICATION FF-S-325, GROUP II, TYPE
4, CLASS I. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO ACOI. ICBO AND/OR SBCCI CODE
COMPLIANCE ARE REQUIRED IN APPROPRIATE AREAS. METRO-DADE COMPLIANCE AND/OR FLORIDA
BUILDING CODE COMPLIANCE ARE REQUIRED IN FLORIDA. UNLESS OTHERWISE NOTED, ACCEPTED
ANCHORS FOR CONCRETE ARE SIMPSON STRONG -BOLT, HILTI KWIK-BOLT-TZ, POWERS
POWER-STUD+SD, OR ENGINEER APPROVED SUBSTITUTION AND ACCEPTED ANCHORS FOR
GROUT -FILLED MASONRY ARE SIMPSON WEDGE -ALL, HILTI KWIK-BOLT-3, POWERS POWER -STUD, OR
ENGINEER APPROVED SUBSTITUTION.
CARBON STEEL ANCHORS SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633 OR
HOT -DIPPED GALVANIZED ACCORDING TO ASTM A153. PERMANENTLY EXPOSED ANCHORS SHALL BE
HOT -DIPPED GALVANIZED OR STAINLESS STEEL. USE 316 STAINLESS STEEL FOR SERVICING
EQUIPMENT AND FOR ALUMINUM AND FIBERGLASS STRUCTURES AND ASSEMBLIES.
SCREW STYLE ANCHORING: SCREW STYLE ANCHORS SHALL BE USED IN SOLID CONCRETE OR
GROUT -FILLED MASONRY APPLICATIONS FOR STRUCTURAL ANCHORING. SCREW ANCHORS ARE A
ONE-PIECE HEAVY DUTY ANCHORS WITH A FINISHED HEX HEAD. ANCHORS SHALL BE TESTED IN
ACCORDANCE WITH ACE 355.2 AND ICC-ES AC193 FOR USE IN STRUCTURAL APPLICATIONS IN
CONCRETE UNDER THE DESIGN PROVISIONS OF ACE 318 (STRENGTH DESIGN METHOD). ANCHORS
SHALL HAVE A CURRENT PRODUCT APPROVAL OR ICC-ES REPORT AND CODE COMPLIANCE ARE
REQUIRED IN APPROPRIATE AREAS. METRO-DADE COMPLIANCE AND/OR FLORIDA BUILDING CODE
COMPLIANCE ARE REQUIRED IN FLORIDA. UNLESS OTHERWISE NOTED, ACCEPTED ANCHORS FOR
CONCRETE ARE HILTI KWIK HUS-EZ (KH-EZ), DEWALT (POWERS) SCREW -BOLT+, OR ENGINEER
APPROVED SUBSTITUTION.
CARBON STEEL ANCHORS SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633 OR
HOT -DIPPED GALVANIZED ACCORDING TO ASTM B695. PERMANENTLY EXPOSED ANCHORS SHALL BE
HOT -DIPPED GALVANIZED OR STAINLESS STEEL. USE 316 STAINLESS STEEL FOR SERVICING
EQUIPMENT AND FOR ALUMINUM AND FIBERGLASS STRUCTURES AND ASSEMBLIES.
CHEMICAL ADHESIVE ANCHORING AND DOWELING: ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE
USED IN SOLID CONCRETE OR GROUT -FILLED MASONRY APPLICATIONS FOR STRUCTURAL
ANCHORING AND REBAR DOWELING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO AC58.
ICBO AND/OR SBCCI CODE COMPLIANCE IS REQUIRED IN APPROPRIATE AREAS. METRO-DADE
COMPLIANCE AND/OR FLORIDA BUILDING CODE COMPLIANCE ARE REQUIRED IN FLORIDA. UNLESS
OTHERWISE NOTED, ACCEPTED PRODUCTS FOR CONCRETE ARE SIMPSON SET-XP EPDXY -TIE, HILTI
HIT-RE-500-SD, POWERS PE1000+, OR ENGINEER APPROVED SUBSTITUTION AND ACCEPTED
PRODUCTS FOR GROUT -FILLED MASONRY ARE SIMPSON SET EPDXY -TIE, HILTI HIT-HY-150-MAX,
POWERS AC100+GOLD, OR ENGINEER APPROVED SUBSTITUTION.
ADHESIVE SHALL BE MOISTURE INSENSITIVE. (ALLOWING INSTALLATIONS IN DAMP OR
WATER -FILLED HOLES). ADHESIVE SHALL HAVE A FULL -CURE TIME OF LESS THAN 2 HOURS AT 70°F
THREADED STUDS SHALL CONFORM TO ASTM A36 (STANDARD CARBON STEEL), UNLESS NOTED
OTHERWISE. STUDS PERMANENTLY EXPOSED TO WEATHER SHALL BE STAINLESS STEEL. NUTS AND
WASHERS SHALL CONFORM TO SAME SPECIFICATION AS THE SUPPLIED ANCHOR RODS.
INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED LITERATURE.
INSTALLATION SHALL ALSO INCLUDE BRUSHING AND CLEANING OF DRILLED HOLES WITH
COMPRESSED AIR AS INSTRUCTED. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S
REPRESENTATIVE. EMBEDMENT SHALL BE AS INDICATED ON THE STRUCTURAL DRAWINGS.
DIVISION 4
MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C-90. ASSEMBLIES SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF f'm= 1500. MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270.
GROUT SHALL BE 3000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476. GROUT
SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH
SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION
OF THE CONSTITUENTS. PERMISSIBLE SLUMP RANGE IS 8" TO 11".
ALL CELLS CONTAINING VERTICAL BARS, BOND BEAMS, AND ALL CELLS BELOW GRADE SHALL BE
FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR ALLOWED IS 4'-0" UNLESS CLEAN -OUT
OPENING IS PROVIDED AT BOTTOM OF CELLS TO BE FILLED. LOCATE CLEAN -OUT OPENINGS IN
AREAS NOT EXPOSED TO VIEW.
PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS OVER 4
FEET WIDE, AND AS SHOWN ON THE PLANS. PROVIDE HOOKED DOWELS INTO FOOTINGS AND
STRUCTURE ABOVE AND/OR BELOW TO PROVIDE CONTINUITY. PROVIDE 9 GAUGE GALVANIZED
LADDER TYPE HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR ENGINEER APPROVED
SUBSTITUTION) AT 16" O.C.
DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING. DO NOT RUN
CONDUITS, PIPES, ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. WHERE
MASONRY WALLS ABUT CONCRETE COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY
WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN AND WALLS AND GROUT THE CMU CELL
CONTAINING THE DOVETAIL ANCHORS. OTHERWISE, EXTEND CMU HORIZONTAL JOINT
REINFORCING THROUGH CONCRETE COLUMN.
USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL, FELT, BUILDING PAPER, OR
LIKE MATERIALS ARE PROHIBITED.
PRECAST CONCRETE LINTELS: UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE
PRECAST CONCRETE UNITS EQUAL TO UNITS MANUFACTURED BY CAST-CRETE CORP. AND
PRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) IN ACCORDANCE WITH
CAST _CRETE CORP. "DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADING CONDITION
RELATIVE TO LINTEL LOCATION.
PROVIDE 8" MINIMUM BEARING FOR LINTELS UNLESS NOTED OTHERWISE.
11.1Is] z91
SAWN LUMBER: SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER
STRESSES PER THE LATEST EDITION OF THE NDS. ALL LUMBER IN CONTACT WITH CONCRETE OR
MASONRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH LATEST EDITION
OF AITC.
WOOD FRAMING CONNECTORS AND FASTENERS: ALL FASTENERS AND CONNECTORS EXPOSED TO
WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIP GALVANIZED. ALL
FASTENERS AND CONNECTORS IN CONTACT WITH AMMONIACAL COPPER ZINC ARSENATE (ACZA)
SHALL BE TYPE 304 STAINLESS STEEL MINIMUM. GALVANIZED PRODUCTS ARE NOT TO COME IN
CONTACT WITH STAINLESS STEEL PRODUCTS.
FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON
STRONG -TIE COMPANY (OR ENGINEER APPROVED SUBSTITUTION) AND OF THE SIZE AND TYPE
SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE
RECOMMENDED FOR MEMBER. UNLESS SHOWN OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER
OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG.
WOOD FRAMING CONNECTIONS: ALL FASTENERS FOR FRAMING MEMBERS SHALL MEET THE
REQUIREMENTS OF FBC CHAPTER 23, SECTION 2304, TABLE 2304.10.1 (U.N.O.)
ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED
ON THE DRAWINGS. BOLTS AND LAG SCREWS SHALL CONFORM TO ASME B18.2.6. ALL BOLTS AND
LAG SCREWS SHALL BE INSTALLED WITH STANDARD WASHERS.
SHEATHING: SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT
STANDARD PS-1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR PS-2 PERFORMANCE
STANDARDS FOR WOOD -BASED STRUCTURAL USE PANELS. UNLESS OTHERWISE NOTED, PANELS
SHALL BE APA RATED SHEATHING OF THE THICKNESS AND SPAN RATING SHOWN ON THE
DRAWINGS AND SHALL BE EXPOSURE 1 RATED FOR INTERIOR APPLICATIONS AND EXTERIOR RATED
FOR EXTERIOR APPLICATIONS.
SHEATHING INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8"
SPACING AT PANEL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.
SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS
INDICATED ON THE DRAWINGS. STAGGER ENDS OF ADJACENT PANELS 4'-0". NO INSTALLED PANEL
SHALL BE LESS THAN 2'-0" WIDE.
ROOF SHEATHING SHALL BE WOOD -BASED STRUCTURAL USE PANELS HAVING
TONGUE -AND -GROOVE EDGES, EDGES SUPPORTED BY 2x BLOCKING, OR EDGES SUPPORTED BY
PLYCLIPS. ATTACH SHEATHING PANELS TO SUPPORTING MEMBERS WITH 8d RING -SHANK NAILS
SPACED 6" ON CENTER ALONG THE PANEL EDGES AND AT 6" ON CENTER ALONG INTERMEDIATE
SUPPORTS, UNLESS NOTED OTHERWISE.
CEILING SHEATHING FOR CEILING EXPOSED TO WIND SHALL BE WOOD -BASED STRUCTURAL USE
PANELS. ATTACH SHEATHING PANELS TO SUPPORTING MEMBERS WITH 8d NAILS SPACED 6" ON
CENTER ALONG THE PANEL EDGES AND AT 6" ON CENTER ALONG INTERMEDIATE SUPPORTS,
UNLESS NOTED OTHERWISE.
PREFABRICATED WOOD TRUSSES: DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI
"NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES", LATEST EDITION,
AND THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. TRUSSES SHALL BE DESIGNED TO
SUPPORT THE INDICATED WIND LOADS, SUPERIMPOSED DEAD AND LIVE LOADS, AND ADDITIONAL
UNIFORM AND CONCENTRATED LOADS INDICATED ON THE DRAWINGS.
ROOF TRUSS LOADING:
TOP CHORD LIVE LOAD
20 PSF OR WIND UPLIFT SHOWN ON DRAWINGS
TOP CHORD DEAD LOAD
10 PSF
BOTTOM CHORD DEAD LOAD
10 PSF
BOTTOM CHORD LIVE LOAD
10 PSF (ATTICS WITHOUT STORAGE, NON -CONCURRENT
WITH THE TOP CHORD LIVE LOAD) OR WIND UPLIFT
WHERE EXPOSED (I.E. LANAIS, ENTRIES, PORCHES,
QBALCONIES,
1
ETC.)
USE 10 PSF DEAD LOAD MAXIMUM TO RESIST UPLIFT
TRUSS BOTTOM CHORD IS NOT BRACED BY INTERIOR CEILING.
ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANUFACTURER. TRUSS
DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. TRUSS DESIGNER TO DETERMINE AND
ESTABLISH EXACT HEIGHT, LENGTH, LOCATION, SPACING, AND WEB MEMBER FOR EACH TRUSS.
COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS
INCLUDING AIR HANDLER LOCATIONS, MECHANICAL ROOMS AND DUCT SPACE AND ROUTING.
COORDINATE, VERIFY AND REFER TO ARCHITECTURAL DRAWINGS FOR CEILING HEIGHT, HEAD
HEIGHT AND ADDITIONAL DIMENSIONAL INFORMATION.
ROOF FRAMING PLAN ARE FOR DESIGN PURPOSES ONLY. ENGINEERING IS BASED ON THESE
FRAMING PLANS.
SUBMIT COMPLETE SHOP DRAWINGS, PERMANENT BRACING SPECIFICATIONS AND DESIGN
CALCULATIONS, PREPARED, SIGNED, AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF FLORIDA SUBSTANTIATING ALL STRENGTH AND SERVICEABILITY CRITERIA.
MANUFACTURER TO PROVIDE MOISTURE BARRIER AT LOCATION OF TRUSS BEARING WHEN TRUSS
WILL BE IN CONTACT WITH CONCRETE BEAM.
DIVISION 9
INTERIOR WALL AND CEILING GYP BOARD REQUIREMENTS: THE INTERIOR WALLS SHALL BE
SHEATHED WITH 1/2" MIN. GYPSUM BOARD. THE CEILINGS SHALL BE SHEATHED WITH 5/8" MIN.
GYPSUM BOARD OR 1/2" NON SAG SHEETROCK. THE GYP BOARD SHALL BE ATTACHED TO WOOD
FRAMING WITH TYPE S OR W SCREWS PER ASTM C 1002. THE SCREWS SHALL BE SPACED AT 121,
O.C. (MAX) AND SHALL PENETRATE THE WOOD FRAMING NOT LESS THAN 5/8". THE GYP BOARD
SHALL BE ATTACHED TO STEEL FRAMING WITH TYPE S SCREWS PER ASTM C 1002. THE SCREWS
SHALL BE SPACED AT 12" O.C. (MAX) AND SHALL PENETRATE THE STEEL FRAMING NOT LESS THAN
3/8".
THE ENGINEER OF RECORD IS FOR STRUCTURAL ONLY AND NOT
TO BE CONSIDERED THE ENGINEER OF RECORD WITH TOTAL
RESPONSIBILITY FOR ALL SPECIFICATIONS RELATIVE TO THIS
ENTIRE STRUCTURE AND SPECIFIC SITE LOCATION INCLUDING
BUT NOT LIMITED TO ARCHITECTURAL AND LIFE SAFETY ISSUES
(EGRESS, ACCESSIBILITY, FIRE, HAZARD, ETC.), ENERGY CODE,
ELECTRICAL, PLUMBING, HVAC, SOIL CONDITIONS, SURVEY,
DRAINAGE AND POOL CODES.
THIS CERTIFICATION IS NOT VALID WITHOUT AN ORIGINAL
SIGNATURE AND DATE WITH A RAISED, DIGITAL OR WET SEAL.
FOR DRAWINGS DIGITALLY SIGNED AND SEALED: THE
ELECTRONIC CERTIFICATION IS NOT VALID WITHOUT AN
ORIGINAL DIGITAL SIGNATURE. PRINTED COPIES ARE NOT
CONSIDERED SIGNED AND SEALED.
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DESIGN WIND PRESSURES (PSF)
TRIBUTARY AREA
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1. PRESSURES INCLUDE ASCE 7-16 ASD LOAD FACTOR OF 0.6 AND SHALL NOT BE
MULTIPLIED BY 0.6 WHEN USED IN ALLOWABLE STRESS DESIGN (ASD) LOAD
COMBINATIONS.
2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM
THE BUILDING SURFACES.
3. EDGE DISTANCE "a" = T-0". ZONE 2 AND ZONE 3 ARE DEFINED AS BEING WITHIN "a"
OF THE EDGES, PEAKS AND CORNERS OF THE ROOF. ZONE 5 IS DEFINED AS BEING
WITHIN "a" OF THE EXTERIOR CORNERS OF THE WALLS.
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GENERAL NOTES AND
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ZD TOP OF SLAB
ELEV +0'-0"
INV (+13.33' NAVD)
6
S3
N _
I
8/9
S3
MC1 F2626
4
S3
F14W
i
8'-9" 1 2'-7" 1
TOP OF SLAB
ELEV +0'-0" -
INV (+13.33' NAVD) 2
41$11Y
FOUNDATION PLAN
SCALE- 114"=1'-0"
NORTH
F2626
5
S3
U_
7
S3
MC1
8" CMU RETAINING WALL. STEP T.O.
WALL TO MATCH SLOPE IN GRADE,
SEE DETAILS 8/S3 AND 9/S3 FOR
REINFORCING AND FOUNDATIONS.
TRUSS LAYOUT HAS BEEN REVIEWED
TRUSS LAYOUT BY RAYMOND BUILDING SUPPLY CORP., RBS PROJECT No.
200933252, DATED NOVEMBER 20, 2020. TRUSS LAYOUT HAS BEEN REVIEWED
AND APPROVED, BY THE ENGINEER OF RECORD, FOR GENERAL
CONFORMANCE WITH THE DESIGN CONCEPTS OF THE PROJECT AND
GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT
DOCUMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR DIMENSIONS,
WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE,
FABRICATION PROCESS AND TECHNIQUES OF CONSTRUCTION,
COORDINATION OF HIS WORK WITH THAT OF OTHER TRADES AND THE
SATISFACTORY PERFORMANCE OF HIS WORK.
SLAB ON GRADE WALKWAY,
SEE NOTE 6 AND DETAIL 3/S3
ZL
TYP
1
4" MIN LINTEL BRG
ON CMU COLUMN
TYP 4 TRUSS BEARING
y
1 S4 1 ELEVATION +8'-8"
BB-1
TYP
1 1
0 C�
m
7
1
m
MB-1
BB-1
MB-1 BB-1
5
S4
SHEATH CEILING,
SEE NOTE 11
MB-1
2
1 1
TYP
ROOF FRAMING PLAN
SCALE- 114"=1'-0"
NORTH
TYP
1
NOTE 14, TYP
6
S4
4" MIN LINTEL BRG
ON CMU COLUMN
FOUNDATION PLAN NOTES:
ROOF FRAMING PLAN NOTES:
1. SEE SHEET S1 FOR GENERAL STRUCTURAL
6.
INTERIOR AND EXTERIOR SLABS ON GRADE
11.
VERIFY / COORDINATE ALL DIMENSIONS AND
1.
SEE SHEET S1 FOR GENERAL STRUCTURAL
7.
VERIFY / COORDINATE ALL DIMENSIONS AND
11.
CEILING SHEATHING, FOR CEILINGS EXPOSED TO
NOTES, DESIGN CRITERIA AND WIND DESIGN
SHALL BE A MINIMUM 4" CONCRETE SLAB ON
ELEVATIONS WITH EXISTING CONDITIONS, TRUSS
NOTES, DESIGN CRITERIA AND WIND DESIGN
ELEVATIONS WITH EXISTING CONDITIONS, TRUSS
WIND, SHALL BE 1/2" APA 32/16 RATED
PRESSURES.
GRADE WITH ONE LAYER OF 6x6-W1.4xW1.4
DRAWINGS AND ARCHITECTURAL DRAWINGS
PRESSURES.
DRAWINGS AND ARCHITECTURAL DRAWINGS
SHEATHING (15/32" MINIMUM) WITH 8d NAILS AT 6"
WELDED WIRE FABRIC (WWF) LOCATED AT 1-1/2"
BEFORE COMMENCING CONSTRUCTION. SEE
BEFORE COMMENCING CONSTRUCTION. SEE
O.C. MAX TO EACH TRUSS AND TO PERIMETER
2. BATHROOM FINISH FLOOR SHALL BE V-0" MIN
BELOW TOP OF SLAB, U.N.O.
ARCHITECTURAL DRAWINGS FOR ADDITIONAL
2.
B "X" INDICATES BEAM TYPE. SEE SCHEDULE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL
BLOCKING OR FASCIA.
ABOVE FLOOD ELEVATION. GRADE AT REAR OF
DIMENSIONAL INFORMATION.
AND DETAILS ON THIS SHEET.
DIMENSIONAL INFORMATION.
BUILDING SHALL BE LEVEL WITH TOP OF
7.
SLAB ON GRADE CONTROL JOINTS (C.J.) SHALL
12.
ROOF SHEATHING SHALL BE 1/2" APA 32/16 RATED
EXISTING SEPTIC DRAIN FIELD. COORDINATE
BE TOOLED OR SAWCUT PER DETAIL. THE JOINT
12.
CONTRACTOR SHALL FIELD VERIFY DIMENSIONS
3.
TG INDICATES TRUSS GIRDER.
8.
COORDINATE STEPS AND SLOPES IN ROOF WITH
SHEATHING (15/32" MINIMUM) WITH 8d RING
RETAINING WALL WITH EXISTING GRADE AND
PATTERN SHALL BE AS SHOWN ON THE PLANS
AS REQUIRED, PRIOR TO AND DURING
ARCHITECTURAL DRAWINGS
SHANK NAILS AT 6" O.C. MAX TO EACH TRUSS
FINISHED GRADES.
OR DETAIL.
CONSTRUCTION.
O
AND TO PERIMETER BLOCKING OR FASCIA.
4.
INDICATES TRUSS CONNECTOR. SEE
9.
PRE-ENGINEERED WOOD ROOF TRUSSES SHALL
3. F"X" INDICATES FOUNDATION TYPE. SEE
8.
® INDICATES 8" EXTERIOR CMU WALL #5
13.
SEE ARCHITECTURAL DRAWINGS FOR SLOPES,
SCHEDULE ON THIS SHEET.
BE SPACED AT 24" O.C. MAX. TRUSSES SHALL BE
13.
SEE 9/S4 AND 10/S4 FOR TYPICAL TRUSS BOTTOM
SCHEDULE ON THIS SHEET. COORDINATE WITH
VERTICALS AT 48" O.C. MAX. PROVIDE (1) #5 BAR
DROPS, AND DRAIN LOCATIONS IN FLOOR SLABS.
COORDINATED WITH ARCHITECTURAL,
CHORD LATERAL AND DIAGONAL BRACING.
SITE AND DRAINAGE PLANS, AND WITH
VERTICAL EACH SIDE OF OPENING <4'-0" WIDE
5.
SEE SHEETS S3 AND S4 FOR TYPICAL DETAILS.
ELECTRICAL AND MECHANICAL DRAWINGS.
ARCHITECTURAL DRAWINGS. TOP OF STEM
AND (2) #5 BARS VERTICAL EACH SIDE OF
14.
VERIFY / COORDINATE EDGE OF SLAB DETAILS
14.
STRUCTURALLY ACCEPTABLE TO PROVIDE 8x16
WALL AND SPREAD FOOTING ELEVATION -4'-0"
OPENINGS >4'-0". PROVIDE (1) #5 VERTICAL AT
AT EXTERIOR DOORS WITH ARCHITECTURAL
6.
PRECAST LINTEL HEADER SHALL BE 8F8-1 B OR
10.
ALL TRUSS TO TRUSS CONNECTIONS SHALL BE
OPENINGS IN CMU WALL FOR VENTILATION.
MAX AND TOP OF MONOLITHIC FOOTING AT TOP
ALL INTERSECTIONS AND CORNERS. ALL CELLS
DRAWINGS.
8RF6-1 B LOCATED AT TOP OF DOOR AND BELOW
DESIGNED BY TRUSS COMPANY.
OPENINGS SHALL BE LOCATED BELOW THE BOND
OF SLAB, U.N.O.
CONTAINING VERTICAL REINFORCING SHALL BE
BOND BEAM, U.N.O. ALL LINTELS SHALL BE
BEAM AND BETWEEN GROUT -FILLED CELLS
GROUTED SOLID. SEE PLAN FOR ADDITIONAL
15.
SEE SHEET S1 FOR COMPONENTS AND CLADDING
CASTCRETE OR EQUIVALENT. SEE DETAIL 8/S4.
CONTAINING VERTICAL WALL REINFORCING.
ELEVATION
LOCATIONS AND REINFORCING. SEE 2/S3 FOR
DESIGN WIND PRESSURES ON EXTERIOR DOORS.
4. XI-X" INDICATES TOP OF SLAB
TYPICAL MASONRY WALL CONSTRUCTION.
DOORS SHALL BE IMPACT RESISTANT OR
ELEVATION.
PROTECTED WITH SHUTTERS. MANUFACTURER
9.
INDICATES COLUMN TYPE.
PRODUCT APPROVAL SHALL MEET OR EXCEED
5. ELEVATIONS SHOWN ON STRUCTURAL
MCX SEE SCHEDULE ON THIS SHEET.
THE NOMINAL DESIGN WIND PRESSURES
DRAWINGS REFER TO +0'-0" REFERENCE
PROVIDED (+26/-37 PSF). OPENING DIMENSIONS
ELEVATION, WHICH IS THE TOP OF SLAB.
10.
SEE SHEETS S3 AND S4 FOR TYPICAL DETAILS.
SHALL BE VERIFIED WITH MANUFACTURER.
FOOTING SCHEDULE
NUMBER
SIZE: WxL
THICKNESS
REINFORCING
REMARKS
F14W
1'4" x CONT
0'-10"
(2) #5 CONT
TYP CMU WALL STEMWALL
F2626
2'-6" x 2'-6"
0'-10"
93) #5 EA WAY
TYP CMU COLUMN SPREAD FOOTING
CONCRETE AND MASONRY COLUMN SCHEDULE
MARK
TOP OF COLUMN
SIZE
VERTICAL REINFORCING
COLUMN TIES
TYPE
REMARKS
ELEVATION
T/WALL
8" x 8"
SEE PLAN
-
"A"
TYP REINF IN 8" CMU GROUT FILLED CELLS
MC1
7'-4"
1'-0" x V-0"
(4) #5 VERT
N/A
"B"
MASONRY COLUMN
'quillsFA
2" 2"
TYPE "B"
BEAM SCHEDULE
NUMBER
TOP OF
BEAM
ELEVATION
SIZE:
WIDTHxDEPTH
(INCHES)
LONGITUDINAL BARS
STIRRUPS
REMARKS
TOP
MID -DEPTH
BOTTOM
BB-1
8'-8"
8 x 8
(2) #5
-
-
N/A
1-COURSE BOND BEAM
MB-1
8'-8"
8 x 16
(2) #5
-
(1) #5
N/A
8F16-1 B/2T PRECAST LINTEL
NOTES:
1. CONTRACTOR TO VERIFY ALL BEAM ELEVATIONS W/ TRUSS PLANS AND ARCHITECTURAL DRAWINGS.
2. PRECAST LINTELS BY CAST-CRETE (OR ENGINEER APPROVED EQUIVALENT).
3. BEAM DEPTHS ABOVE ARE MINIMUM. BOTTOM OF CONCRETE OR MASONRY BEAMS SHALL BE DROPPED TO WINDOWS/DOORS HEAD HEIGHTS. IN ADDITION TO
BOND BEAM, PROVIDE 8F8-1 B PRECAST LINTEL BY CAST-CRETE (OR ENGINEER APPROVED EQUIVALENT) BELOW BEAMS AND ABOVE MASONRY OPENINGS WITH
GROUTED SOLID MASONRY INFILL BETWEEN BEAMS AND PRECAST LINTELS.
TRUSS ANCHOR SCHEDULE
MARK
ANCHOR TYPE
CONNECTION TO SUPPORT
CONNECTION TO MEMBER
REMARKS
O
META20
4" MIN EMBED
(8) 10d x 1 1/2" NAILS
TYP TRUSS OR TG CONNECTOR TO GROUT FILLED
MASONRY LINTEL BEAM OR BOND BEAM
NOTES:
1. CONNECTORS BASED ON SIMPSON STRONG -TIE. OTHER BRANDS MAY BE SUBSTITUTED WHEN ALLOWABLE SUPPORT VALUES ARE EQUAL TO OR GREATER THAN
THOSE SPECIFIED.
2. TYPICAL ANCHOR TO GROUT FILLED CMU BOND BEAM: HETA W/ (9) 10d x 1-1/2" NAILS.
3. UNLESS NOTED OTHERWISE, 8d NAILS SHALL BE 0.131" DIAMETER, 10d NAILS SHALL BE 0.148" DIAMETER AND 16d NAILS SHALL BE 0.162" DIAMETER.
4. FASTENERS SHALL BE INSTALLED INTO FULLY GROUTED REINFORCED CMU, REINFORCED CONCRETE OR SOLID WOOD LUMBER, AS SPECIFIED BY MANUFACTURER.
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Robin W. Stephan, P.E.
PE # 66525
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StrucWral Engineering, LLC
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BY:
RS
12.01.2020
20131
SHEET TITLE:
DATION
ROO RAMING PL NS
C7
12 METAL ROOF COVERING OVER
5 ROOF WOOD SHEATHING,
SEE PLAN
TIE -DOWN ANCHOR,
SEE PLAN
PRE-ENGINEERED WOOD
TRUSSES AT 24" O.C. MAX
BOND BEAM,
SEE PLAN
CONC SLAB,
SEE PLAN
° a
x—x7—x—x�
j\�
DOWELS TO MATCH
_ TRUSS BRG
ELEV +8'-8"
+ 2,-0„
SEE ARCH
CMU WALL,
SEE PLAN
REINFORCING IN
GROUT- FILLED CELL,
SEE PLAN FOR SIZE
AND PLACEMENT
BRACE WALL AS
\ WALL REINF\ \\ REQD PRIOR TO
SLAB PLACEMENT
�lh GRADE
\ \ \ \ \
\\\ VARIES
/\\//\\\//\\\\\//\\//
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CMU WALL GROUT\//
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FINISH FLOOR
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° a / / SEE FTG SCHEDULE
° \ FOR SIZE AND REINF
\i M~
3 C L R
TYP
TYPICAL WALL SECTION
SCALE: 3/4"=V-0"
(D
CMU COLUMN,
SEE PLAN
DOWELS TO
MATCH COLUMN
REINFORCING
CONC SLAB,
SEE PLAN
4ix—x—x--4--1
REINFORCING IN GROUT -
FILLED CELL, SEE PLAN
FOR SIZE AND PLACEMENT
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00
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\ a ° ° °LA \ j FOR SIZE AND REINF
a.
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TYP
TYPICAL MASONRY COLUMN DETAIL
SCALE: 3/4"=1'-0"
PLACE METAL LATH OR WIRE SCREEN
OVER CORES NOT TO BE FILLED
(SHEET METAL AND FELT PROHIBITED)
VERTICAL REINFORCING W/ MATCHING
DOWELS IN FOUNDATION. -SEE PLAN FOR
SIZE AND LOCATION CENTERED IN CELL.
GROUT FILLED CELL.
PLACE AND CONSOLIDATE
GROUT IN 4 FOOT LIFTS.
MORTAR CROSS WEBS
ADJACENT TO FILLED CELLS
ASTM C-90 CMU /
��
CLEAN OUT OPENINGS AT GROUT
FILLED CELL LOCATIONS FOR
WALLS OVER 4'-0" HIGH
FOUNDATION
HORIZONTAL JOINT REINFORCING AT 16" O.C.
STARTING AT FIRST COURSE ABOVE
FOUNDATION. LAP SPLICES 6" MIN. USE
PREFAB L's AND T's AT WALL INTERSECTIONS.
CAST IN PLACE REINFORCED
CONCRETE TIE BEAM OR
BOND BEAM
SET FIRST COURSE IN
FULL MORTAR BEDDING
LOW LIFT GROUTING PROCEDURE:
1. CONSTRUCT WALL TO HEIGHT OF 4'-0" ALLOW MORTAR TO SET
SUFFICIENTLY TO WITHSTAND GROUT PRESSURE.
2. INSPECT UNITS FOR ALIGNMENT, CLEAN OUT CELLS TO BE FILLED.
3. FILL CELLS TO 1" BELOW TOP COURSE
4. DELAY 3 TO 5 MINUTES PRIOR TO CONSOLIDATION TO ALLOW EXCESS
MOISTURE TO BE ABSORBED BY MASONRY.
HIGH LIFT GROUTING PROCEDURE:
1. CONSTRUCT WALL TO FULL HEIGHT (24' MAX.) ALLOW MASONRY TO
CURE AT LEAST 3 DAYS.
2. CLEAN CELLS, WHICH ARE TO BE GROUTED THROUGH CLEAN -OUT
PORTS.
3. PLACE GROUT IN 4' LIFTS TO CONSOLIDATE AFTER EXCESS MOISTURE
HAS BEN ABSORBED BY MASONRY.
4. PLACE THE NEXT LIFT AS SOON AS POSSIBLE BUT NO LONGER THAN
ONE HOUR LATER.
TYPICAL MASONRY WALL CONSTRUCTION
SCALE: 3/4"=1'-0"
8"x8" BOND BEAM W/
(1) # 5 CONT, TYP
/\//\/
\\/\\/\\
N
8" CMU WALL W/ #5\/ x
AT 48" O.C. MAX, Q
GROUT WALL SOLID///
/\//\//\//\/ /\//\//\/
2'-6" WIDE x 0'-10" TALL/\\/ a ° \
FTG W/ (3) #5 CONT� \ °
/�//�//� cLR
TYP `'
TYPICAL SITE RETAINING WALL
SCALE: 3/4"=1'-0"
NOTES:
1. INTERIOR SLAB ON GRADE CONTROL JOINTS (C.J.) SHALL BE
TOOLED OR SAWCUT PER DETAIL. THE JOINT PATTERN SHALL BE
APPROXIMATELY SQUARE AND LIMITED TO AN AREA NOT
EXCEEDING APPROXIMATELY 400 SQFT.
2. EXTERIOR SLABS ON GRADE, SUCH AS WALKWAYS, PATIOS, STEPS
AND PORCHES, SHALL BE CONSTRUCTED IN ACCORDANCE WITH
CHAPTER 19 OF THE FBC. MINIMUM THICKNESS SHALL BE 3-1/2".
HORIZONTAL CONTROL JOINTS IN EXTERIOR SLABS SHALL BE
SPACED A MAXIMUM OF 1.5 TIMES THE SLAB MINIMUM HORIZONTAL
DIMENSION AND A MAXIMUM OF 10 FEET O.C. (EXAMPLE: CONTROL
JOINTS IN 5-0" WIDE SIDEWALK SHALL BE T-6" O.C. MAXIMUM).
3/4" SAW CUT (SAW
SAME DAY AS POUR`
FILL W/ JOINT SEALEF
SAW CUT JOINT
_AB REINF
as a
x ax—x�
°
\//\//\i
\r\\r\\r\\r
FORMED JOINT
1/8" x 3/4" PRE -MOLDED
STRIP FLUSH W/ SURFACE
3 TYPICAL CONTROL JOINT
SCALE: 3/4"=V-0"
REINF IN GROUT -FILLED
CELLS, SEE PLAN FOR
SIZE AND PLACEMENT
CONC SLAB,
SEE PLAN
x—x9—x—x�#
BRACE WALL AS REQD PRIOR'
TO SLAB PLACEMENT /
//
\\\\\\\\
8" CMU WALL W/ #5 /
AT 48" O.C. MAX,
GROUT WALL SOLID/
„
CMU WALL GROUT
SOLID, SEE PLAN
DOWELS TO MATCH
WALL REINF
CMU WALL, Q
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SCALE: 3/4"=1'-0"
8"x8" BOND BEAM W/
(1) # 5 CONT, TYP
00
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FTG W/ (2) #5 CON \\ T\
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TYP ``'
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SCALE: 3/4"=1'-0"
CONC SLAB,
SEE PLAN
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IRV VARIES
TYPICAL THICKENED EDGE AT SLAB
SCALE: 3/4"=V-0"
REINF IN GROUT -FILLED
CELLS, SEE PLAN FOR
SIZE AND PLACEMENT
ALT: EXTERIOR SLAB ON GRADE
MAY BE A SECOND POUR WITH
ISOLATION JOINT AT CMU WALL
CMU WALL, Q
SEE PLAN o
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No 66525
:� '. STATE OF �/�
f'1S1ONM-' ��
Robin W. Stephan, P.E.
PE # 66525
CONSULTANT:
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StrucW ral Engineering, LLC
DRAWN BY:
OQ
CHECKED BY:
IRS
DATE:
12.01.2020
JOB NO:
20131
SHEET TITLE:
\ TYPICAL SECTIONS
AND DETAILS
SHEET:
S3
WINDOW FRAME ATTACHMENT:
WOOD BUCK SHALL BE 1x4 MIN ANCHORED TO MASONRY
AT 12" O.C. MAX. FASTEN WINDOWS THRU BUCKS TO
MASONRY, SEE WINDOW MANUFACTURER INSTALLATION
DETAILS FOR MASONRY.
ALTERNATE: FASTEN 2x BUCKS TO MASONRY OPENING W/
TITEN OR TAPCON CONCRETE ANCHORS. FASTEN WINDOW
TO 2x BUCK PER MANUFACTURER DETAILS FOR WOOD.
ALT 1: 2x4 OR GREATER (TO 2 1/4" THK) ANCHOR TO
MASONRY W/ 1/4" 0 ANCHORS AT 12" O.C. MAX STAGGERED.
PROVIDE 1 1/4" MIN EMBED AND 2" MIN EDGE DISTANCE.
ALT 2: 2x4 OR GREATER (TO 5" THK) ANCHOR TO MASONRY
W/ 1/4" 0 ANCHORS AT 12" O.C. MAX STAGGERED. PROVIDE
1 1/4" MIN EMBED AND 2" MIN EDGE DISTANCE.
TYPICAL WINDOW AND DOOR BUCK
SCALE: 3/4"=1'-0"
PRE-ENGINEERED ROOF SHEATHING,
TRUSS `SEE PLAN
PROVIDE MOISTURE BARRIER
BETWEEN TRUSS AND BOND BEAM
(BUILDING PAPER, VISQUEEN, OR
METAL TRUSS PLATE)
PRECAST LINTEL OVER
WINDOWS AND DOORS WHERE —
SPECIFIED ON PLANS
TIE -DOWN ANCHOR,
SEE PLAN
PRE-ENGINEERED
TRUSSES
SEE PLAN FOR
• ELEVATION
PROVIDE MOISTURE BARRIER
BETWEEN TRUSS AND BOND BEAM
(BUILDING PAPER, VISQUEEN, OR
BOND BEAM, METAL TRUSS PLATE)
SEE PLAN
CMU WALL, PRECAST LINTEL OVER
SEE PLAN WINDOWS AND DOORS WHERE —
d ° SPECIFIED ON PLANS
TYPICAL BOND BEAM/TRUSS CONN
SCALE: 3/4"=1 '-0"
(2) #5 TOP
J 1—•
z =
z 0
u1 °
0 =
z
(1) #5 BOTTOM NOM
WIDTH
�If] f•I1►/_1STA19111mm
F = FILLED W/ GROU
U = UNFILLEI
NOMINAL HEIGI11
N d'
\ U
CMU
GROUT SOLID
PRECAST LINTEL
QUANTITY OF #5
REBAR AT TOP
ITITY OF #5 REBAR AT
OM OF LINTEL CAVITY
8 PRE —CAST LINTEL DESIGNATION
SCALE: 3/4"=1'-0"
TIE -DOWN ANCHOR,
SEE PLAN
BOND BEAM,
SEE PLAN
CMU WALL,
SEE PLAN
d
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SEE PLAN FOR
ELEVATION
TYPICAL BOND BEAM/CONT TRUSS CONN
SCALE: 3/4"=1'-0"
ATTACH SHEATHING TO
BLOCKING W/ 8d
RING -SHANK NAILS AT 4" O.C.
(5) 16d EA TRUSS,
TYP
(3) 16d EA TRUSS,
TYP
2x4 BLOCKING ATTACHED
TO BOTTOM CHORDS
W/ (4) 16d TOE NAILS
2x4 BLOCKING AT ROOF
NAIL TO TOP CHORDS
W/ (4) 16d TOE NAILS
NAIL LATERAL BRACE TO
DIAGONAL BRACE
W/ (3) 16d NAILS
2x4 DIAGONAL BRACE RESTRAINT NAIL AT EA.
POINT OF WEB INTERSECTION, TOP CHORD
BLOCKING, AND BOTTOM CHORD BLOCKING
W/ (5) 16d NAILS AND AT EA. BOTTOM CHORD
LATERAL BRACE W/ (3) 16d NAILS
NOTE:
1. PROVIDE X-BRACING AT 1:1 SLOPE. PROVIDE
DEAD WOOD AS REQD FOR NAILING.
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ADDITIONAL CLEAN OUT OPENINGS
AT GROUT FILLED CELL LOCATIONS
(ADDITIONAL CLEANOUTS NOT
REQUIRED IF HIGH LIFT GROUTING
PROCEDURES ARE FOLLOWED AND
POURS ARE CONSECUTIVE)
GROUT -FILLED CELLS
3000 PSI, TYP
4 1 /2"x4 1/2" MASONRY
INSPECTION AND CLEAN -OUT
HOLE AT GROUT FILLED CELL
LOCATIONS
DOWELS TO
MATCH VERT
TYPICAL MASONRY FILLED CELL
SCALE: 3/4"=1 '-0"
PRE-ENGINEERED
TRUSS
IF 2x4 BLOCKING IS OVER CONCRETE TIE BEAM
OR MASONRY BOND BEAM, ATTACH EA BLOCKING
TO BEAM W/ SIMPSON HETA16 W/ (10) 10d x 1-1/2"
NAIL AT 24" O.C. MAX. ALT ATTACHMENT SHALL BE
SIMPSON HGA10MKTA W/ (4) 1/4" DIA. x 11/2" SIDS
WOOD SCREWS AND (4) 1/4" DIA. x 23/4" TITENS AT
24" O.C. MAX.
IF 2x4 BLOCKING IS OVER WOOD BEAM
OR WOOD WALL, ATTACH EA BLOCKING
TO BEAM OR TOP PLATE W/ SIMPSON HGA10KT
W/ (4) 1/4 " DIA. x 11/2" SIDS WOOD SCREWS TO
BLOCKING AND (4) 1/4" DIA. x 3" SIDS WOOD
SCREWS TO BEAM OR TOP PLATE AT 24" O.C. MAX.
LATERAL BRACING
9 TYPICAL X—BRACE
SCALE: 3/4"=1'-0"
ROOF SHEATHING,
SEE PLAN
PROVIDE MOISTURE BARRIER
BETWEEN TRUSS AND LINTEL
(BUILDING PAPER, VISQUEEN,
OR METAL TRUSS PLATE)
TIE -DOWN ANCHOR,
SEE PLAN
SEE PLAN FOR
ELEVATION
PRECAST LINTEL,
SEE PLAN
TYPICAL PRECAST LINTEL/TRUSS CONN
SCALE: 3/4"=1'-0"
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SIMPSON HGAM10 W/ (4) 1/4" DIA x 1 1/2" SIDS WOOD
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MASONRY BEAM TO BE PROVIDED WHERE (2) OR MORE
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SEE PLAN FOR
ELEVATION
PROVIDE MOISTURE BARRIER
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(BUILDING PAPER, VISQUEEN, OR
METAL TRUSS PLATE)
BOND BEAM,
SEE PLAN
CMU WALL,
SEE PLAN
NOTE:
1. TO BE USED WHEN MAXIMUM UPLIFT PER TRUSS IS 11751b OR LESS.
CONTACT ENGINEER IF UPLIFT EXCEEDS 11751b WHERE RETROFIT REQUIRED.
2. TO BE USED WHEN ANCHOR IS 1 1/2" OR MORE OUT OF ALIGNMENT OR
MISSING.
3. WHEN TRUSS ANCHOR IS LESS THAN 1 1/2" OUT OF ALIGNMENT, TRUSS SHIM
SHALL BE PROVIDE BY TRUSS ENGINEER.
TYPICAL MISALIGNED TRUSS ANCHOR
SCALE: 3/4"=1'-0"
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1. SEE PLAN FOR MEMBER SIZES AND ADDITIONAL
SPECIFICATIONS NOT SHOWN.
2. BOTTOM CHORD BRACING SHOULD BE LOCATED
CLOSE TO BOTTOM CHORD PANEL POINTS
WHERE SPACING PERMITS.
3. LEAVE ALL TEMPORARY BRACING IN PLACE TO
BECOME PART OF THE PERMANENT BRACING
SYSTEM.
4. ALL BRACING GUIDELINES SET FORTH IN BCSI
FROM TRUSS PLATE INSTITUTE TO BE
INCORPORATED INTO ROOF SYSTEM.
5. LATERAL AND X-BRACING FOR TRUSSES SHALL
BE PROVIDED IN ACCORDANCE WITH THE
PROVISIONS OF ANSI/TP11 OR BCSI, WHICHEVER
IS STRICTER, PER THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE.
TYPICAL BOTTOM CHORD LATERAL & DIAGONAL BRACING
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StrucWral Engineering, LLC
:
[DATE:
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BY:
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12.01.2020
20131
\� SHEET TITLE:
TYPICAL SECTIO
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Collier County, Florida, Land Development Code
CHAPTER 2 ZONING DISTRICTS AND USES
CHAPTER 2 ZONING DISTRICTS AND USES
2.01.00 GENERALLY'
2.01.01 Purpose
It is the intent and purpose of this Chapter to establish and adopt zoning districts to govern the use of land
and water in the unincorporated areas of Collier County, Florida.
2.01.02 Miscellaneous structures
School bus shelters, bicycle racks, bus stop benches, telephone booths, mailboxes, newspaper boxes, and
delivery boxes shall be permitted in any district. No advertising sign shall be permitted on any such structure.
Locations and setbacks of school bus shelters shall be approved by the school board of Collier County. Mail,
newspaper, and other delivery boxes shall be placed in accordance with U.S. Postal Service regulations. All such
structures shall be exempt from district setbacks.
2.01.03 Essential Services
Essential services are hereby defined as services designed and operated to provide water, sewer, gas,
telephone, electricity, cable television or communications to the general public by providers which have been
approved and authorized according to laws having appropriate jurisdiction, and government facilities. Essential
services are allowed in any zoning district subject to the following conditions:
A. The following uses shall be deemed permitted uses in all zoning districts, except CON districts, RFMU
sending lands, NRPAS, HSAS, and FSAS:
1. Water lines and sewer lines;
2. Natural gas lines, except those associated with oil extraction and related processing operations
as defined in this Code and regulated under applicable federal and state law;
3. Telephone lines, telephone switching stations, and cable television lines;
4. Communication towers, limited to those providing wireless emergency telephone service, subject
to all applicable provisions in section 5.05.09 of this Code;
5. Electrical transmission and distribution lines, substations, and emergency power structures;
6. Sewage lift stations and water pumping stations;
7. Essential service wells (including extraction facilities and requisite ancillary facilities);
'Editor's note(s)—Ord. No. 10-23, § 3.D, adopted June 8, 2010, repealed 2.01.00Editor's note(s)—. This
amendment would take effect upon the repeal of Ord. No. 08-64. Said Ordinance was repealed by Ord. No.
10-26 which became effective on June 25, 2010.
Collier County, Florida, Land Development Code
(Supp. No. 23)
Created: 2021-04-30 10:11:55 [EST]
Page 1 of 5
8. Any other wells which have been or will be permitted by the South Florida Water Management
District or the Florida Department of Environmental Protection either prior to or subsequent to
the effective date of this ordinance, or if the respective well and/or well related facility is
otherwise required to be installed or constructed by law. If any proposed well is a Collier County
owned well under the permitting jurisdiction of a Florida agency, staff, early in the County's well
permit application process, shall post sign(s) at the County's proposed well site(s) and shall
provide written notice that the county has applied for a required well permit to property owners
within 300 feet of the property lines of the lots or parcels of land on which the applied -for well is
being sought by the County, including, if applicable, the times and places of the permitting
agency's scheduled public hearings; and
9. Conservation Collier lands which provide for permitted nondestructive, passive natural resource
based recreational and educational activities, exclusive of major improvements. Permitted minor
improvements shall be limited to one (1) ground sign, not to exceed eight (8) feet in height with
a maximum sign area of thirty-two (32) square feet; a parking area, not to exceed twenty (20)
parking spaces; hiking trails; a fully accessible trail or trail section; educational kiosks not to
exceed one hundred (100) square feet; and public restroom facilities not to exceed five hundred
(500) square feet. The provisions for Conservation Collier lands in this Code do not affect the
underlying zoning districts or land use designations in any district where Conservation Collier
lands are established. Such that no expansion or diminution of the various zoning district
permitted uses is intended or implied by these provisions, except as stated above with respect to
minor improvements. Oil and gas exploration as defined and regulated in this Code remains a
permitted use on or beneath Conservation Collier lands established in any zoning district
providing for oil and gas exploration as a permitted use pursuant to subsection 2.03.09 B.1.a.viii.
Permitted essential services in CON districts, RFMU sending lands, NRPAs, HSAs, and FSAs.
1. Within CON districts, Sending Lands in the RFMU district, NRPAs, and within designated Habitat
Stewardship Areas (HSA) and Flow way Stewardship Areas (FSA) within the RLSA overlay district
subject to the limitations set forth in section 4.08.08 C., the following essential services are
permitted:
a. Private wells and septic tanks;
b. Utility lines, except sewer lines;
C. Sewer lines and lift stations, only if located within already cleared portions of existing
rights -of -way or easements, and necessary to serve a publicly owned or privately owned
central sewer system providing service to urban areas; or the Rural Transition Water and
Sewer District, as delineated on the Urban -Rural Fringe Transition Zone Overlay Map in the
Future Land Use Element of the GMP; and,
d. Water pumping stations necessary to serve a publicly owned or privately owned central
water system providing service to urban areas; or the Rural Transition Water and Sewer
District, as delineated on the Urban -Rural Fringe Transition Zone Overlay Map in the Future
Land Use Element of the GMP.
(Supp. No. 23)
e. Conservation Collier lands which provide for permitted nondestructive, passive natural
resource based recreational and educational activities, exclusive of major improvements.
Permitted minor improvements shall be limited to one (1) ground sign, not to exceed eight
(8) feet in height with a maximum sign area of thirty-two (32) square feet; a parking area,
not to exceed twenty (20) parking spaces; hiking trails; a fully accessible trail or trail
section; educational kiosks not to exceed one hundred (100) square feet; and public
restroom facilities not to exceed five hundred (500) square feet. The provisions for
Conservation Collier lands in this Code do not affect the underlying zoning districts or land
Created: 2021-04-30 10:11:44 [EST]
Page 2 of 5
use designations in any district where Conservation Collier lands are established, such that
no expansion or diminution of the various zoning district permitted uses is intended or
implied by these provisions, except as stated above for minor improvements. Oil and gas
exploration as defined and regulated in this Code remains a permitted use on or beneath
Conservation Collier lands established in the CON zoning district providing for oil and gas
exploration as a permitted use subject to subsection 2.03.09 B.1.a.viii.
Aviation related uses as approved in the September 11, 2001 Memorandum of
Understanding between Collier County Airport Authority and the Intervenor Signatories to
the Deltona Settlement Agreement (July 20, 1982), including The Conservancy of
Southwest Florida, The National Audubon Society, The Florida Audubon Society, The
Environmental Defense Fund, Izaak Walton League, Florida Division, The Florida
Department of Environmental Protection, The South Florida Water Management District,
The Florida Department of Community Affairs, The Deltona Corporation, and Collier
County.
C. Additional permitted essential services in commercial and industrially zoned districts. In commercial
and industrially zoned districts, in addition to the essential services identified above in section 2.01.03
A., governmental facilities, as defined by this Code, including law enforcement, fire, emergency medical
services and facilities, public park and public library services and facilities, shall be considered a
permitted essential service.
D. Additional permitted essential services in the agricultural and estate zoned districts. In the agricultural
and estate zoned districts, in addition to the essential services identified above in section 2.01.03 A.,
the following governmental services and facilities shall be considered permitted essential services:
nonresidential not -for -profit child care, nonresidential education facilities, libraries, museums,
neighborhood parks, and recreational service facilities.
E. Additional permitted essential services in the agricultural zoned district. In the agricultural zoned
district, in addition to the essential services identified above in section 2.01.03 A., safety services, and
other government services, necessary to promote and protect public health, safety and welfare are
permitted essential services, limited to the following: law enforcement, fire, and emergency medical
services.
F. Additional permitted essential services in residentially zoned districts. In residentially zoned districts, in
addition to the essential services identified above in section 2.01.03 A., neighborhood parks shall be
considered a permitted essential service.
G. Conditional uses. The following uses require approval pursuant to section 10.08.00conditional uses:
1. Conditional essential services in every zoning district excluding the RFMU district sending lands,
CON districts, NRPAs, and RLSA designated HSAs and FSAs. In every zoning district, unless
otherwise identified as permitted uses, and excluding RFMU district Sending Lands, CON
districts, and NRPAs, the following uses shall be allowed as conditional uses:
(Supp. No. 23)
a. Electric or gas generating plants;
b. Effluent tanks;
C. Major re -pump stations sewage treatment plants, including percolation ponds, and water
aeration or treatment plants,
d. Hospitals and hospices;
e. Government facilities, including where not identified as a permitted use in this section,
safety service facilities such as including law enforcement, fire, emergency medical
services; and
Created: 2021-04-30 10:11:44 [EST]
Page 3 of 5
Conservation Collier lands which provide for permitted, nondestructive, passive natural
resource based recreational and educational activities, when such sites require major
improvements to accommodate public access and use. These major improvements shall
include, but are not limited to: parking areas of 21 parking spaces or more; nature centers;
equestrian paths; biking trails; canoe and kayak launch sites; public restroom facilities,
greater than 500 square feet; signage beyond that allowed in sections 2.01.03 A.9. and
2.01.03 B.1.e. of this Code and other nondestructive passive recreational activities as
identified by the County Manager or designee. The provisions for Conservation Collier
lands in this Code do not affect the underlying zoning districts or land use designations in
any district where Conservation Collier lands are established, such that no expansion or
diminution of the various zoning district conditional uses is intended or implied by these
provisions, except as stated above for major improvements. Oil and gas field development
and production as defined and regulated in this Code remains a conditional use on or
beneath Conservation Collier lands established in zoning districts providing for oil and gas
field development and production as a conditional use, subject to subsection 2.03.09
B.1.c.i.
2. Conditional essential services in RFMU sending lands, NRPAs, CON districts, and RLSA designated
HSAs and FSAs. Within RFMU District Sending Lands, NRPAs, CON districts, and the RFLA
designated HSAs and FSAs subject to the limitations set forth in LDC section 4.08.05 H.3, the
following additional essential services are allowed as conditional uses:
Sewer lines and lift stations necessary to serve a publicly owned or privately owned central
sewer system providing service to urban areas; or the Rural Transition Water and Sewer
District, as delineated on the Urban -Rural Fringe Transition Zone Overlay Map in the Future
Land Use Element of the GMP, when not located within already cleared portions of existing
rights -of -way or easements;
Safety Services limited to law enforcement, fire, and emergency medical services; and
C. Oil and gas field development and production, as defined and regulated in this Code,
remains a conditional use on or beneath Conservation Collier lands established in the CON
zoning district subject to subsection 2.03.09 B.1.c.i.
3. Additional conditional uses in residential, and estate zoned districts, and in RFMU receiving and
neutral lands. In residential, agricultural, and estate zoned districts and in RFMU Receiving and
neutral lands, in addition to those essential services identified as conditional uses in section
2.01.03 G.1. above, the following essential services shall also be allowed as conditional uses:
a. Regional parks and community parks;
b. Public parks and public library facilities;
C. Safety service facilities;
d. Other similar facilities, except as otherwise specified herein.
4. Additional conditional uses in the RFMU sending lands and CON districts. The following essential
services shall be allowed as conditional uses:
Communications towers, subject to all applicable provisions of LDC section 5.05.09.
5. Conditional uses that include the installation of structures:
(Supp. No. 23)
Where structures are involved other than structures supporting lines or cables, such
structures shall comply with the regulations for the district in which they are located, or as
may be required on an approved site development plan under section 10.02.03. In
Created: 2021-04-30 10:11:44 [EST]
Page 4 of 5
addition, the structures shall conform insofar as possible to the character of the district in
which they are located as to development standards, as well as architecture and
landscaping, with utilization of screening and buffering to ensure compatible with the
surrounding and nearby existing and future uses.
Within the RFMU district sending lands, NRPAs, Conservation Districts, and the RLSA HSAs
and FSAs, structures supporting the conditional use shall be located so as to minimize any
impacts on native vegetation and on wildlife and wildlife habitat.
C. Essential services shall not be deemed to include the erection of structures for commercial
activities such as sales or the collection of bills in districts from which such activities would
otherwise be barred. Unstaffed billing services, which are accessory uses to the normal
operations of the essential service, may be permitted.
(Ord. No. 04-72, § 3.C; Ord. No. 06-07, § 3.D; Ord. No. 08-11, § 3.6; Ord. No. 12-25, § 3; Ord. No. 19-08, § 3.A)
(Supp. No. 23)
Created: 2021-04-30 10:11:44 [EST]
Page 5 of 5
opt*
Conservation Collier Land Acquisition Program
Initial Screening Criteria
Property Owner: Joseph Popp
Property Location: Rivers Road
Parcel size: 19.4 acres
Nominations to the Conservation Collier Program are based on satisfying at least two of the initial
screening criteria below. Qualified sites shall then be further prioritized by secondary evaluative
criteria.
1. Are any of the following unique and endangered plant communities found on the property? Order
of preference as follows: Ord. 2002-63, Sec. 10 (1)(a)
Yes
No
a.
Hardwood hammocks
❑
b.
Xeric oak scrub
❑
c.
Coastal strand
❑
d.
Native beach
❑
e.
Xeric pine
❑
f.
High marsh (saline)
❑
g.
Tidal freshwater marsh
❑
h.
Other native habitats
®
❑
Mixed wetland hardwoods, Cypress, and pop ash swamp
2. Does land offer significant human social values, such as equitable geographic distribution,
appropriate access for nature -based recreation, and enhancement of the aesthetic setting of Collier
County? Ord. 2002-63, Sec. 10 (1)(b) ®Yes ❑No
This property may be accessed via Rivers Road and offers land -based opportunities for natural resource -
based recreation consistent with the goals of this program, including but not limited to, environmental
education, hiking, and nature photography. It is immediately adjacent to the 76 acres Conservation Collier
Rivers Road Preserve.
3.Does the property offer opportunities for protection of water resource values, including aquifer
recharge, water quality enhancement, protection of wetland dependant species habitat, and flood
control? Ord. 2002-63, Sec. 10 (1)(c) ®Yes [:]No
The propertv contains wetlands and therefore provides habitat for wetland -dependent species. The prone
contributes significantly to both the Lower Tamiami Aquifer and the Surficial Aquifer. The ability of these
parcels to contribute to flood control is unknown, though from the presence of hydrologic indicators such as
cvpress knees. water marks on pop ash trees and butressed cvnress trunks. some properties appear to
contain surface water for at least part of the year.
4. Does the property offer significant biological values, including biodiversity, listed species habitat,
connectivity, restoration potential and ecological quality? Ord. 2002-63, Sec. 10 (1)(d)
®Yes ❑No
Listed plant and animal species have been documented on the 76-acre Rivers Road preserve immediately
adjacent to this parcel. The native plant communities on this parcel provides additional habitat for a suite of
upland and wetland dependent species, and wildlife including the Florida panther and black bear.
5. Does the property enhance and/or protect the environmental value of current conservation lands
through function as a buffer, ecological link or habitat corridor? Ord. 2002-63, Sec. 10 (1)(e)
®Yes ❑No
The parcel is adjacent to and contributes to an important wildlife corridor connecting two private
conservation easements through a wildlife crossing under Immokalee Road to the over 60,000-acre
Corkscrew Reeional Ecosystem Watershed (CREW) owned by the South Florida Water Management
District and Audubon Florida.
Is the property within the boundary of another agency's acquisition project?
❑Yes ®No
If yes, will use of Conservation Collier funds leverage a significantly higher rank or funding priority for
the parcel? ❑Yes ❑No
Without such funding circumstances, Conservation Collier funds shall not be available for purchase of
these lands. Ord. 2002-63, Sec. 10 (1)(f)
MEETS INITIAL SCREENING CRITERIA ❑Yes ❑No
HHH Ranch Map- Hussey and Vega Application
HHH Ranch Parcels - 252.45 ac
Adjacent Conservation Lands
N
0 0.5 1 Miles
I I
CO N S-E-R VATI O N
COLLIER
- Co e-r County
Map Created: May 3, 2021, Molly DuVall, Conservation Collier
Conservation Collier Land Acquisition Program
Initial Screening Criteria
Property Owner: Mary Pat Hussey and John Vega Parcel(s) size: 252 acres
Property Location: See map
Nominations to the Conservation Collier Program are based on satisfying at least two of the initial screening
criteria below. Qualified sites shall then be further prioritized by secondary evaluative criteria.
1. Are any of the following unique and endangered plant communities found on the property? Order
of preference as follows: Ord. 2002-63, Sec. 10 (1)(a) YES
Yes
No
a.
Hardwood hammocks
❑
b.
Xeric oak scrub
❑
c.
Coastal strand
❑
d.
Native beach
❑
e.
Xeric pine
❑
f.
High marsh (saline)
❑
g.
Tidal freshwater marsh
❑
h.
Other native habitats *= Most prevalent
®
❑
Dry Prairie*, Mixed Rangeland*, Cypress*, Mixed Shrubs*, Wetland Coniferous Forest, Palmetto
Prairies, Pine Flatwood, Wet Pinelands, Freshwater Marshes
2. Does land offer significant human social values, such as equitable geographic distribution,
appropriate access for nature -based recreation, and enhancement of the aesthetic setting of Collier
County? Ord. 2002-63, See.10 (1)(b) ®Yes [—]No
There is potential access in the future as there is currently no public right of way to access the
properties. The County Manager's agency recently acquired the 960 acres to the west of the 252
acres.
3. Does the property offer opportunities for protection of water resource values, including aquifer
recharge, water quality enhancement, protection of wetland dependant species habitat, and flood
control? Ord. 2002-63, See.10 (1)(c) ®Yes [—]No
Wetland habitats exist on the property. Low recharge for Lower Tamiami Aquifer — 0 to < 7 inches
annually; Moderate recharge for Surficial Aquifer — 43 to < 56 inches annually.
4. Does the property offer significant biological values, including biodiversity, listed species habitat,
connectivity, restoration potential and ecological quality? Ord. 2002-63, Sec.10 (1)(d)
®Yes ❑No
FWC Species Richness Maps show potential for 5-10 species to utilize the properties including federally
endangered Florida panther, red -cockaded woodpecker, Florida bonneted bat, and state -threatened Florida
gopher tortoise and Big Cypress fox squirrel. Panther telemetry (from 1986-2020) shows consistent
utilization of the site by radio -collared individuals, most recently a breeding female with kittens. FWC
Panther road mortality data along Interstate 75 indicates there is movement of Florida panther between the
property and the Picayune Strand State Forest, with the most recent road mortalities between the site and
the state forest occurring in March 2020. The property is included within known historic nesting/foraging
habitat for endangered red -cockaded woodpeckers. There has been agricultural clearing including logging
of cypress and pine within the property. Site inspection indicates recruitment of young pines in occurring
within the logged area.
5. Does the property enhance and/or protect the environmental value of current conservation lands
through function as a buffer, ecological link or habitat corridor? Ord. 2002-63, See.10 (1)(e)
®Yes ❑No
These parcels contribute to an important wildlife corridor connecting species from the Florida Panther
Refuge, Golden Gate Rural Estates, Dr. Robert H. Gore III Preserve, as well as the Picayune Strand State
Forest and Fakahatchee Strand State Preserve to the south through wildlife underpasses under 1-75.
Currently there is habitat connectivity between this site and the Conservation Collier Nancy Payton
Preserve as evidenced by the home range map of radio -collared panther utilizing both sites several months
apart. This property provides an ecological link to the northern range expansion goals of the Red -Cockaded
Woodpecker Recovery Plan.
Is the property within the boundary of another agency's acquisition project?
❑Yes ®No
If yes, will use of Conservation Collier funds leverage a significantly higher rank or funding priority for
the parcel? N/A ❑Yes ❑No
Without such funding circumstances, Conservation Collier funds shall not be available forpurchase of these lands. Ord. 2002-63, Sec.10 (1)(f)
MEETS INITIAL SCREENING CRITERIA ®Yes ❑No
Big Hammock Areas 1 & 2 - Barron Collier Partnership LLLP
N
Zi"
S
C*�r County
J
I I I
0 0.125 0.25 0.5 Miles
end
Acquired
BCP LLLP - Area 1 - 235 ac
BCP LLLP - Area 2 - 799.4
Data Source:Collier County PropertyApprairer 2016
Crested By: GIS! ASlCons ervstion Collier
G:�Conservstion CollierNICSRl7th Cyde1
BCI',mapslkerial.mxd and.jpg
Date: 10-16.17
Conservation Collier Land Acquisition Program
Initial Screening Criteria
Property Owner: Barron Collier Partnership, LLLP (BCP)
Parcel(s) acreage: Area 1 = 235 acres; Area 2 = 799.4 acres
Property Location: immediately south of and adjacent to Pepper Ranch
Nominations to the Conservation Collier Program are based on satisfying at least two of the initial screening
criteria below. Qualified sites shall then be further prioritized by secondary evaluative criteria.
1. Are any of the following unique and endangered plant communities found on the property? Order
of preference as follows: Ord. 2002-63, sec. 10 (1)(a)
Yes
No
a. Hardwood hammocks
®
❑
b. Xeric oak scrub
❑
c. Coastal strand
❑
❑
d. Native beach
❑
e. Xeric pine
❑
f. High marsh (saline)
❑
g. Tidal freshwater marsh
❑
h. Other native habitats*
®
❑
Area 1: Upland hardwood forests, cabbage palm, mixed hardwoods/conifers, mixed wetland
hardwoods, and cypress
Area 2: Cabbage palm, mixed hardwoods/conifers, mixed wetland hardwoods,
cypress, emergent
aquatic vegetation, and freshwater marshes
2. Does land offer significant human social values, such as equitable geographic distribution,
appropriate access for nature -based recreation, and enhancement of the aesthetic setting of Collier
County? Ord. 2002-63, sec.10 (1)(b) ®Yes ❑No
A purchase of the Area 1 and Area 2 BCP properties would be additional large acreage purchases
in the Immokalee area, where 2,512 acres have alreadypurchased. As such they may not be
considered to further the goal of "equitable geographic distribution" of acquired lands. However,
appropriate access for nature -based recreation is available through the Pepper Ranch Preserve,
though access roads are not paved. Access throughout the Pepper Ranch Preserve is facilitated by
a main interior unpaved lime rock road running east to west and an offshoot north/south unpaved
track, which is the access easement for the ranching activities that are currently occurring on the
Area 1 parcel. The main ranch road can easily accommodate street vehicles. The north /south
branch is rougher; however, street vehicles currently access it. Areas 1 and 2 have mm trails
already existing that could be used for hiking biking, and horseback riding during_dry season.
Because the offered lands are varied in habitat, with large open areas providing scenic vistas,
acquisition could enhance the aesthetic setting of Collier County.
3. Does the property offer opportunities for protection of water resource values, including aquifer
recharge, water quality enhancement, protection of wetland dependant species habitat, and flood
control? Ord. 2002-63, see.10 (1)(c) ®Yes [—]No
Acquisition of this property would offer opportunities for protection of water resource values,
including moderate recharge of the surficial aquifer and protection of wetland dependent species
habitat. A moderate surficial recharge rate would indicate habitat for wetland dependent species is
present most of the year. A primary benefit to preserving the offered lands in an undeveloped state
would be protection of the Corkscrew swamp and marsh complex and wetlands associated with
Lake Trafford. The Corkscrew swamp and marsh complex provides recharge for the Lower
Tamiami aquifer, a source of drinking water for many County and private wells east of County
Road 951. Acquisition of both Area 1 and Area 2 would protect the quality of this water source by
buffering the Corkscrew slough from development and non -point source pollution. As there are no
nearby residential properties, it is unknown what benefits acquisition of the property would have
for flood control, though it is subject to periodic flooding.
4. Does the property offer significant biological values, including biodiversity, listed species habitat,
connectivity, restoration potential and ecological quality? Ord. 2002-63, Sec.10 (1)(d)
®Yes ❑No
Both Area 1 and Area 2 offer significant biological values, listed species habitat, restoration
potential and moderate to high ecological quality. We can assume that the same listed species
observed on Pepper Ranch also utilize this property including but not limited to: American
Alligator, Florida Panther, Florida Sandhill Crane, Heron species, Wood Stork. There is
significant restoration potential for pasture lands and for forested areas now impacted by invasive
exotic plants. Area 1 is directly adjacent to significant County, State, and private conservation
lands. Acquisition of Area 2 without also acquiring Area 1 would not provide connectivity with
Pepper Ranch Preserve.
5. Does the property enhance and/or protect the environmental value of current conservation lands
through function as a buffer, ecological link, or habitat corridor? Ord. 2002-63, Sec.10 (1)(e)
®Yes ❑No
Preservation and restoration of these lands would protect the value of the Corkscrew Marsh and the
Camp Keais Strand, functioning as buffer to the 60,000 South Florida Water Management District
conserved lands that include the CREW Marsh wetlands and as ecological link and corridor for the
Camp Keais Strand and other conservation lands to the south.
Is the property within the boundary of another agency's acquisition project?
®Yes ❑No
If yes, will use of Conservation Collier funds leverage a significantly higher rank or funding priority for
the parcel? ❑Yes ®No
Without such funding circumstances, Conservation Collier funds shall not be available forpurchase of these lands. Ord. 2002-63, Sec.10 (1)(f)
MEETS INITIAL SCREENING CRITERIA ®Yes ❑No
Sanitation Rd & Bethune Rd properties - Barron Collier Partnership LLLP
w • 0 ■m
0 0.25 05 1 Miles
I I I
Data Source: Parcels - Collier County Property Appraiser
Aquifer Recharge SFWMD Technical Report 327 ���
Created By: CISI AS 1 Conservation Collier
WConservation CollieritCSR Cycle9 Cd lier County
Barron Collier Ptnshp LLLPI Aerial Map.mzd and jpg. S
October 24, 2017
Sanitation - 289.57 - parcel a
Bethune - 111.08 - parcel b
Conservation Collier Land Acquisition Program
Initial Screening Criteria
Property Owner: Barron Collier Partnership, LLLP
Parcel(s) acreage: parcel a = 289.57 acres; parcel b = 111.08 acres
Property Location: Immokalee off Sanitation Rd (parcel a) and Bethune Rd (parcel b)
Nominations to the Conservation Collier Program are based on satisfying at least two of the initial screening
criteria below. Qualified sites shall then be further prioritized by secondary evaluative criteria.
1. Are any of the following unique and endangered plant communities found on the property? Order
of preference as follows: Ord. 2002-63, Sec. 10 (1)(a)
Yes
No
a. Hardwood hammocks
®
❑
b. Xeric oak scrub
❑
c. Coastal strand
❑
d. Native beach
❑
e. Xeric pine
❑
f. High marsh (saline)
❑
g. Tidal freshwater marsh
❑
h. Other native habitats*
®
❑
*FLUCCS Communities mapped include: 4110 Pine flatwoods, 6170 Mixed wetland hardwoods, 6172
Mixed wetland hardwoods -shrubs, 6210 Cypress, 6216 Cypress -mixed hardwoods, 6300 Mixed wetland
forest, and 6410 Freshwater marsh.
2. Does land offer significant human social values, such as equitable geographic distribution,
appropriate access for nature -based recreation, and enhancement of the aesthetic setting of Collier
County? Ord. 2002-63, See.10 (1)(b) ®Yes [—]No
The parcels are within the urban boundary for the town of Immokalee and slightly over 4 miles
from Pepper Ranch Preserve, the closest Conservation Collier property. The parcels are accessible
from various points along paved roads, including Bethune Rd., South 5th St., and Immokalee Road
(South 1st St./CR 846), and from the unpaved Sanitation Road. The Bethune road parcel (parcel
b.) can be seen from a major public thoroughfare — Immokalee Road. There are pine flatwoods
along Immokalee Road, so potentially, a small parking lot could be created here with trails
accessing the rest of the parcels south of the slough, at least in dry season.
The historic Eustis landfill on the property was closed in 1992, with 20 years of monitoring
completed in 2012. The landfill belonged to the County even though the land belonged
owners, so liability would remain with the Count.. inquired. Groundwater samples taken from
the middle of the landfill in 2012 showed that the site met permit requirements.
3. Does the property offer opportunities for protection of water resource values, including aquifer
recharge, water quality enhancement, protection of wetland dependant species habitat, and flood
control? Ord. 2002-63, Sec.10 (1)(c) ®Yes ❑No
The properties are approximately half wetland and half upland, in a mosaic pattern with the slough
and its associated wetlands covering the northern half of the properties. This slough flows from
southeast to northwest and is bounded by forested uplands that buffer its water and wildlife from
adjoining urban lands. The parcels are located within the core foraging areas of at least 4 wood
stork colonies; it is within primM panther habitat; and it lies within the US Fish and Wildlife
Service's consultation area for the Florida bonneted bat, all state and federally listed species that
depend at least partly on wetlands. The slough is one of the primary overland sources of water to
lake Trafford, and it accepts significant water flows that spill out onto adjoining forested lands as
evidenced by water marks on cypress and other trees at above 2 feet. Cypress knees reaching 2
feet were observed.
4. Does the property offer significant biological values, including biodiversity, listed species habitat,
connectivity, restoration potential and ecological quality? Ord. 2002-63, See.10 (1)(d)
®Yes ❑No
Restoration on parcel a. could be costly due to the high disturbance as a result of loggias slash
lash
pines on the property in 2020. However, this property offers biological value for both upland and
wetland species. The properties are connected westward with Lake Trafford through the slough,
which then connects to the 2,512-acre Pepper Ranch Preserve and 60,000 acres of CREW lands.
South from Lake Trafford there is a landscape connection through the Camp Keais Strand with the
26,400-acre Florida Panther National Wildlife Refuge, the 85,000-acre Fakahatchee Strand State
Preserve State Park and the 729,000-acre Big Cypress Preserve. Eastward, there is a connection
through undeveloped lands to the 32,370-acre Okaloacoochee Slough State Forest, the 21,714-acre
Dinner Island Wildlife Management Area (WMA) and additional privately protected lands. All in
all, there is a connection with close to a million preserved acres.
5. Does the property enhance and/or protect the environmental value of current conservation lands
through function as a buffer, ecological link or habitat corridor? Ord. 2002-63, See.10 (1)(e)
®Yes ❑No
The property is directly adjacent to a 7.5-acre conservation property owned by Collier County,
received in mitigation for an adjacent residential development. It is connected through the
Immokalee slough to Lake Trafford and its surrounding wetlands, and through them to close to
1,000,000 conserved acres mentioned in Criteria #4.
Is the property within the boundary of another agency's acquisition project?
❑Yes ®No
If yes, will use of Conservation Collier funds leverage a significantly higher rank or funding priority for
the parcel? Dyes ®No
Without such funding circumstances, Conservation Collier funds shall not be available for purchase of these lands. Ord. 2002-63, Sec. 10 (1)(f)
MEETS INITIAL SCREENING CRITERIA ®Yes ❑No