Planning-Board-04092026-Package-rem.pdf?t=202604061040280

CITY OF ST. MARKS LOCAL PLANNING AGENCY MEETING AGENDA April 9, 2026 6:00 P.M. ST. MARKS CITY HALL 788 PORT LEON DRIVE 1. Call Meeting to Order 2. Pole Barns – 721 Port Leon Drive 3. Audience: There is a three-minute limit for each Citizen who asks to be heard, Commissioners may ask questions, but there will be no debate or action taken. The Commissioners can consider a motion to place an item on the agenda for a future meeting. 4. Adjournment The City of St. Marks may take action on any matter during this meeting, including items that are not set forth within this agenda. In accordance with Section 286.26, Florida Statutes, persons with disabilities needing special accommodation to participate in this meeting should contact the City Hall at 850-925-6224 by 5:00 p.m. on the day prior to the meeting. Consistent with section 286.0105, Florida Statutes, if a person decides to appeal any decision made by the City Commission with respect to any matter considered at such meeting or hearing, he or she will need a record of the proceedings, and that, for such purpose, he or she may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based.

City of St. Marks 32 Shell Island Road, P.O. Box 296, St Marks, FL 32355 • Phone 850.320-5220 Fax 850.925.5657 • kgatewood@cityofstmarks.com APPLICATION FOR SITE PLAN APPROVAL PROJECT ProjectName: c5+: M flit k'.s Q 4.} (, H tr� Developer:-�()�<u_t.J_�_t.._______ Intended Use: _______________________________ PROPERTY OWNERS 2nd OwnerName:___________ Address:_______________ Telephone: _____________ Telephone:_____________ E-Mail: ______________ E-Mail: ______________ AgentName:__N_-_I_A_______ AGENT Telephone:_____________ Address: ______________ E=Mail:_______________ PROPERTY INFORMATION 1 t. l P.-,rf L�oN l)u�� /. 11Location:-�-�------------ Acreage: A <'...f �..5 Parcel IDNumber:______________________ NFIP#: 12129C-___________ Flood Zone: __U_--_G___ 19B.F.E.:----'l----'1 ___ Total Parcel Area in Sq. Ft.: Impervious Surface Area in Sq. Ft.: _______ Number of Buildings: ,S Parking and Driveway (in Sq. Ft.):_______ Number of Stories: Height:________________ Number of Seats (if applicable) - Indoor:______ Outdoor: _________ Number of Parking Spaces: Handicapped:___________ Number of Employees: Floor Area Ratio:__________ The following items are required at the time of application: • • • Digital copy of site plan Completed application / Deed and legal description � • Fees (Separate fee applies) • Stormwater certification X • Transportation concurrency review application X • Two physical copies of site plan ./ • Other items may also be required _x 1 1st Owner Name: t/1k NcN~Htlfl H Address: Jzl Por-f- Leo.t Pr•"·e ~~ M~A.l<s , f'a.. 3t 'J S'i

Other items may also be required by the City depending on the type and location of the proposed development, such as additional technical information (such as wetland delineations, traffic studies, drainage reports, etc.). I certify that the above information is true and correct to the best of my knowledge and belief. By submitting this application I (we) am (are) voluntarily granting permission to the City of St Marks' officers, employees, and agents to enter onto and inspect the property that is subject to this application at all reasonable times for determining the suitability of the applied for development order/permit and for compliance with City development regulations contained within the City of St Marks Code of Ordinances, Land Development Code and Comprehensive Plan. I (we) further acknowledge that refusing access to City of St Marks officers, employees. and agents is grounds for and may result in the application being denied. (Owner) Date Signature (Agent) Date Fee Requiredd{.N/A . .,- 1 ( .\ • 1 •• ( I , y- . · . I j Received by:/ \ \ .• \ 1 \ A, \/\_,, .,,, ) r-- <=' \ 0 Signature (Owner) ~ Lrprv) 2 Date Date: r1

FBC APPROVED PRODUCT LIST CATEGORY SUBCATEGORY MANUFACTURER & PRODUCT APPROVAL NUMBER MAX ALLOWABLE WINDSPEED MPH CARPORTS AHYWHERE, HAMPTON RIB ROOF" PANEL STRUCTURAL CO~PONENT 5TRUCTURM. WALL CARPORTS ANYWHERE, HAMPTON RIB WALL PANEL STRUCTURAL COMPONENT J STRUCTURAL WALL I CARPORTS ANYWHERE, RESI-LAP SIDING WALL PANEL POST i'.TRUSS MAXIMUM SPACINGS GROUND ANCHOR LENGTH ULTIMATE WINDSPEED STRUCTURE WIDTH MAXIMUM POST/TRUSS SPACING (MPH) (FT) (FT) (ALL BUILDING W!DTHS S: 30') 120-150 6-24 ,., 120-150 >2-4-30 .., SOIL TYPE ~ 140 >150 "' .., NOTES: 1, NOT APPLICABLE FOR STRUCTURES WJTH A ME,!,N ROOF HEIGHT OVER 20 FECT AND/OR ROOF P!TCl-l STI::EPER THAN 6:12 2. APPLICABLE ONLY FOR ANY MATERIALS LISTED ON THE APPROVED PRODUCTS CHART ANO FRAMINGINOICATEOINTHEGENERALNOTESANODITA!LS 3. 5'0.C.BEQlilll.ES.VERTICALROOF. ~ !¥8 ~f'~~S-iREATED PER SECTI 1816 ->Hf FILL DIRT CoMPACTED TO MINI~ 95:C ~2,500 P5I CoMPRESSIVE STRENGTH AT 28 DAYS SANO,COARSEGRAVEL. :!'SANO CORAL SANDY GRAVEL, -AU. OPEN AAe>.s OF CONCRETE 01/TSIOE OF THE PROPOSED STRUCTVRE SHALL SE DESIGNED TO SLOPE AWAY FROM THE STRUCTVRE BEINfORQNG SIER (REBAR) BEOlllBEMENIS· -MINIMUM GRADE -40 STEEL -REBAR MAY BE BENT IN SHOP OR FIB.D PROVIDED: -THE REBAR IS BENT COLD -THE DIAMETER OF THE BEND MEAsURED ON THE INSIDE DOES NOT EXCEED 6-BAR DIAME:TE<S: AND -REINFORCEMENT PARTIALLY EMBEOOED IN CONCRETE SHALL NOT BE FIB.D BENT EXCEPT IN CASES '//HERE DO'ilELS NEED TO SE BENT TO ALIGN '/IITH A VERTICAL C£lL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZOl(TAlLY TO 6" VERIICAU.Y. -COVER: -3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, ANO 1j° ELSEWHERE. REBAR EMBEDDED IN GROUlED CEUS SHAU. HAVE A MINIMUM CLEAR DISTANCE OF ¾" FOR FlNE GROUT, AND i" FOR COARSE GROUT BElWEEII REBAR AND >Hf FAcE OF A CELL REBAR USED IN MASONRY WALLS SHALL HAVE A l,IASONRY COVER (INCLUDING GROU1) OF NOT LESS THAN 2" FOR MAsONRY UNITS WITH FAcE EXPOSED TO EARTH OR WEATHER. ANO 1i° FOR l,IASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. ®.YANIUTION· -METAL ACCESSORIES FOR USE IN EXTERIOR '//ALL CONSTRUCTION AND NOT DIREC'TI.Y EXPOSED TO WEATHER SHAU. BE GALVAN1ZED IN ACCOROANC£ WITH ASTM A 153, CLASS S-2. METAL PLATE CONNECTORS, SCRE'/IS, BOLTS, AND NAJLS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS srm OR HOT DIPPED GALVANIZED. THESE Pl.ANS PERTAIN ONLY TO THE STRUCTVRE, INCI.UDING MAIN W1ND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE, OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO ~~l~~:w-R~'rul~em-.~E ~~POiEJ;a~itcW.i%r.-OOR ELEVATION AND SLOPE, OR ""ri~iu~=~~J~\gg"loiEDTHf ~~=rri~ l:)lp'fldfa'ri'~ ~LDV:~~ =• ~w~~~LE SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER C~P0NENTS NOT LISTED IN THE FBC APPROVED PRODUCTS UST (THis SHEEI), AND NOT PROVIDED AND INSTALLED BY THE MANUFACl\JRER WHICH EXERT ADDmONAL LOADS ON THE STRUC'IURE SHALL BE AT THE OWNER'S RISK. CARPORTS AN't'/IHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUC'IURAL DAMAGE OR FAILURE OUE TO THE APPLICATION OF ADDITIONAL LOADS. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING ANO/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET} FOR SPECIFIC lYPE GROUND ANCHOR REQUIREMENTS. >Hf FILL DIRT NEEDED FOR THE FOUNDATION IS TO BE COMPACTED TO 95:C. WIND SPEED (MPH) 145-155 160-170 175-180 .,. eo· M11tMuM1•15N1PPLt, .. . NI. PPU: -i::.,~,!':WIOsalEWS PPLE TO E ""' ,.~: !:~-J~;--\j~foJ-W/D~l~i: t~~, POST TO BASE RAIL CONNECTION ~!MUM e• 1S NIPPLE. NIPPLE """"'" TO - PCST \ll!H(4)#12-1-4tf' SElF-DR~G ~ END POST TO BASE RAIL CONNECTION "--clll, ~901.BE'ARIWG CJIW:Jrf l500 PSf' (n?.) (2) fa REHM • e• O.C. cot(nmlous WITH WNMUM a• OYERt» SPUCE CONCRETE FOUNDATIONi'.BASE RAIL ANCHOR DETAIL CONCRETE FOUNDATIONi'.BASE RAIL ANCHOR DETAIL Gffl>UND NOf0R 'ltnHIN 11• OF OOi POSriJ~~.;r;~ CRAOE GROUND ANCHOR BASE RAIL DETAIL MANUFACTURER BUILDING TYPE CONSTRUCTION TYPE BASIC WIND SPEED ENCLOSURE BC OPEN INTERNAL PRESSURE COEFFICIENT + - 0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10P5F ROOF LIVE LOAD 20PSF OR 300Ib P.L. FLOOR DEAD LOAD 10PSF 50PSF "R" RATING OF WALLS, FLOOR. ROOF NA VJ _J ~w 0 w f- w 0:: z 0 (_) o'?l C) z 0 <( [l_ [/) c5 z 0:: 0 :r: (_) z <( VJ- f- (_) :::) 0 0 ~ 0:: [l_ NO NO 1. THIS BUILOI IS EXEMPT FROM THE FBC ENERGY cotlSERVATION CODE PER SECTION C101.4.2. 2. AU. STEll. TUBING SHAU. BE 60 KS1 STE£L 3. PLUWl!INO, EI.ECIRICAI.. INGRESS/EllRESS, PROPERTY SET-BACKS, AND/OR OlHER LOCAL CODE REQUIREMEN15 ARE lHE RESPONS1BIUTY 4. ~~~~\oNNECTIONS SECURED WJfH f12-14x3/4" SEIF-DR11.UNG SCREWS. 5. AU. SHOP FR.IMINO CONNECTIONS ARE 10 BE WW,EO. NO waDINC ONSIIE. AU. WELDING DONE tN SHOP BY A CERTIFIED WELDER. 6, CONCRETE EXPAfltSIONS ANCHORS ARE TO BE MINIMUM 1/2"xo.O", 2,liOOLS lENSILE STRENCTH. 7. 140A. FRAMING IS 2,5•,c2.5• TUBE STEEL NIPPt.E:S ARE 2.2e-x2.2S• lUBE STEEL 12GA. FRAl,tlNC IS 2.2&""2.25" 1\JBE STEEL. NIPPLES ARE 2.o•x2.o· TUBE STEEL 5/25/25 Matthew T. BaldWln P.E. Florida UcenN 64608 Sheet: CA-1 OF 3

16 GA. U-CHANNEL BRACE, MIN, 24" UP TO 7' POST, MIN. -411• OVER 7' POST. MIN, 45" TO MAJ(. 60' FROM HORIZ. (EXCWOE END-WALLS). SECURED WTTH (4)#12-14,f' SEI.F-DRIWNG SCREV/S. MINIMUM 6" TS NIPPUE. NIPPLE SECURED TO WALL POST Wntt (4)#12-14,q" SELF-DRIWNG SCREWS EAcH END BOW RAFTER TO POST CONNECTION DETAIL MINIMUM e• TS NIPPUE. NIPPLE SECURED TO WALL POST WITH (4)#12-14,q' SELF-DRIWNG SCREWS LEAN- TO TO TRUSS CONNECTION *DOUBLE POSTS ON ALL OPEN UNITS OVER 14' 16 GA. U-CHANNEL BRACE, MIN, 24" UP TO 7' POST, MIN, -411• OVER 7' POST. MIN. 45" TO MAJ<. 60' FROM HORIZ. (EXCLUDE END-WALLS) SECURED WTTH (4)#12-14,q" SELF-DRIWNG SCREV/S. MINIMUM s• TS NIPPLE. NIPPLE SECURED TO WALL POST Wmi (4)#12-14,q" SELF-DRIWNG SCREV/S BOX EAVE RAFTER TO POST CONNECTION DETAIL 40' BOX EAVE RAFTER TO POST CONNECTION DETAIL TRUSSED RAFTER CONNECTION DETAIL 26 GAUGE ROOF SHEATHING SECURED Wntt (1)112-14,f' SELF-DRIWNG SCREWS PER MANUFACTURER'S PRODUCT APPROVAL 1• 16 GAUGE FURRING CHANNEL -411• O.C. MAJ(. SECURED Wntt (2)112-14x1' SELF-DRIWNG SCREWS TO EACH RAFTER, ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION 2 - 2"x2"x2" 16 GA. ANGLE CLIPS SECURED WITH (4) #12-14><¾" SELF-DRILLING SCREWS (PER CLIP) LEAN-TO TO TRUSS CONNECTION 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14><¾" SELF-DRILLING SCREWS PER MANUFACTURER'S PRODUCT APPROVAL POST TO TRUSS CONNECTION 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-14x1" SELF-DRILLING SCREWS TO EACH RAFTER, A Distance in inches mph Exp. B Exp. C 120 n/r 30" 150 n/r 30" 165 30" 24" 180 18" 9" EAVE & RIDGE REINFORCED ROOF PANEL CONNECTION (RIDGE 3r AND EAVE 3e) CODE VERSION IAANUFACTURER BUILDING TYPE CONSTRUCTION TYPE RISK CATEGORY NONE FlRE SUPPRESSION SYSlt:M NONE OCCUPANCY UTILllY U BASICWINOSPEEO v...120-1 som h BC ENCLOSURE OPEN !NTERNALPRESSURECOEFflCIENT +/- o.o 1.0 RODI" DEAD LOAD 1QpSF ROOF LIVE LOAD 20PSF OR 300Ib P.L FLOOR DEAD LOAD 1OPSF FtOOR UVE l()Af) 5QPSf "R" RATING OF WALLS, FLOOR, ROOF N 'A MODULES PER BUILDING 1 HURRICANE PROTECflON us.-.GE NO HURRICANE SHELTER USAGE NQ SQUARE FOOTAGE REVISIONS REV DESCRIPTO 1 NO F'OOTER 2 HEADER SPLICE, FILL COMPACTION 3 PRODUCT o, NOTES 4 FOOTER HEIGHT 4 2023 FBC -......,, 1, THIS Blll!Jll IS EXE\IF'l' FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C1D1.4.2. 2. ALL STEEL 'TUBING SHALL SE 50 KSI STEEL. 3, PLUM6~0, ELECTRICAi. INGRESS/EGRESS, PR<lPERTY SET-BICl<S, AND/OR OTHER LOCAL CODE REQUJREMDffS ARE lHE RESPONSIBIUTY 4. ~,,1"~$•coNNECTIONS SECURED W!JH #12-14"3/4" SELF-DRIWNO SCREWS, o. ALL SHOP FRAMING CONNECTIONS ARE TO BE WEIJ)£D, NO WELDING ONSITE. ALL WEIDINO DONE IN SHOP BY A CERTIAED WELDER, 6. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2"x0,5', 2,600L6 TENSILE STR£NGTH, 7, 1"1GA. FRAMING· IS 2i;•x2.5• TUBE STEa.. NIPPLES ARE 2.25•x2.25• l\lBE STEEL. 12GA. FRAM!MG IS 2.25•,c2.25• TUBE STEEL. NIPPLES ARE 2.o·x2.o· TUBE stm.. Sheet: 5/25/25 Mattnaw T. Baldwln P.E. Florida Uc111n1e 608 CA-2 OF 3

--I[~\), - ~ - - ~NG!<O MUu 1NSTALI.UION$ <L~ l_p- .......-,- ---ir-- 1- ~ ~~~ • j •,,.,....., j CODE INFORMATION j . • CODE VERSION 1~ ...:~.:.,.,8th EdlUon, . f f 1 r MANUFACTURER lliGE!.SMETl<.l~sr- f BUILDING TYPE U11U1Y STRUCTURE I hln~ CONSTRUCTION TYPE 11-B --~ RISK CATEGORY 1 FlRE PROTECTION NONE TIPICW.Pmf/llla,.....llmlON- 1'IPIIW. POSl'/IIUI 11111.£,.. - ffl'IQl,Ll'Oll'/IRIS,..B'IICIN- IOX~~~IIOOF ,w-~~~- FlRE SUPPRESSION SYSTEM NONE a-.u,10•11tCU1111t1JM'- IOll'~IP10a:IQ.UDMIM''iftll( IOIISIK,.1+'-t•10S1Wl)E OCCUPANCY U11U1Y u BASIC WIND SPEED V,•,f20-160mnh EXPOSURE B 1C - ENCLOSURE OPEN -- INTERNALPRESSURECOfff"lCIENT +I- 0.0 - - IMPORTANCE FACTOR 1.0 ~ ~ j ROOF DEAD LOAD 10PSf - I---" l ROOF LNE LOAD 20PSf OR 3001b P.L. ....,.,.. 1'1.00R DEAD LOAD 10PSf FLOOR UVE LOAD 50PSf : ; . • "R" RATING OF WALLS. FLOOR, ROOF NIA i i i ~ 1 MODULES PER BUILDING 1 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SOUARE FOOTAGE REVISIONS ~~~,=.~ ~l'OSrJ":"': =-..,,.- ~~-~--="- ~~"="'- ~~- RE.V DESCRIPTON DATE BY 1 NO fOOTER •=/>I> MTB 2 HEADER SPLICE, fill COMPACTION 1/11/22 MTB 3 PRODUCT I'■ , NOTES /S>/U me 11111111,111111 lllllll lllll,1111111111111 4 FOOTER HEIGHT I ] TT ]TT -]l] 111111 I 4 2023 fBC 2/11n: ulB °"""'"" 1,1TB ' ,-- 5/27/20 ......., fLORIOA ~ OPEN GENERIC ENGINEERING 1, 11!IS BUILDING IS EXEl,IPT FROl,I THE FBC ENERGY CONSERVATIO~ COOE PER SECTION 12. ~O~ 1\JBING SHALL BE 50 KSI STEEL 3. PLIJMB1NG, ELECmlc.11., INGRESS/EGRESS, PROPERIY SET-BM:KS, AND/OR OlliER l.OCAl C00E RBlUIREMEN!S ARE ll!E RESPONSIBIUlY OF THE ER, 4, FJELD WITH 112-, ..... BE5. ALL SHOP 0PTK»W.. SIDE ~ a.EVAT!Ok - OPTIONAL SIDE W,U. a.EVATION - lYPICIL Si0E WAil. EILWJIOli - TYPICAL SiOE l\',IU. EUVATION - WEI.DED. N ING BOX E'AVE. HORlZONTI<. WAil. PANru (OR l»)/HORIZOtlrl<. ROOf BOX EAVE. HORIZONTAL W,111. PANru (OR l»)/VERnCAL ROOS BOW FRAijE. H0RIZDl'{rAL ROOF' BOX £AYE, VER11CAl. ROOF DONE It-ii e. CONCRETE BE MINIMUM 1/2"xll.5 , 2.500LS l<NSILE STRENGTH. 7, 1-4GA. FRMIING IS 2,5•x2,5• TUBE STEEL NIPPLES ARE 2.25"x2.25" TIJBE STEEL. 12GA. FRAMING IS 2.25•x2,2e• TIJBE STEEL. NIPPlES ARE 2.o·x2.o• TUBE STEEL. - - - - ~ ~-- ~ ~ ----, .. --,~: • ~ .. • i . . .~ 1 1 (J) sw --- --- --- --- > 5/25/25~='11- 01"110NM.WH-1'0LA\"OUT- OPn0tW.L!'AN-10UMIUI'- CIPIICltW.~'l'OIJMIUf- -- -- -- I- =:, =:w u~:d::,.~0 ~ >-<( Sheet: CA-3 OF 3_J

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721 Port Leon Drive map from Property Appraiser

3/16/26, 2:08 PM qPublic - Wakulla County, FL - Report: 02-4S-01 E-054-05648-000 Wakulla County, FL Parcel Disclaimer MAP LINES ARE NOT LEGAL BOUNDARIES AND MUST NOT BE USED AS OR FOR LEGAL DOCUMENTS. THE LINEWORK ON THE MAPS HEREIN ARE FOR LOCATING PARCELS FOR TAX PURPOSES USE ONLY. THEY ARE NOT ACCURATE DUE TO THE NATURE OF HOW THEY ARE PRODUCED. FOR ANY LEGAL BOUNDARIES PLEASE REFER TO LEGALLY DOCUMENTED PLATS OF SURVEY. Parcel ID Location Address Tax Description Property Use Sec/Twp/Rng Tax District Acreage Homestead 02-4S-01E-054-05648-000 721 PORT LEON DR ST MARKS 32355 TOWN OF EST MARKS BLOCK G LOTS 1,2,3, & 5 DB 47 P 134 OR 36 P 622 OR 83 P 291 OR 436 P 376 OR 742 P 225 OR 1082 P 502 OR 1082 P 505 MIX/STOR/OFFIC/RESID 4-ST. MARKS CRA 1.85 No Owner Information Primary Owner MICHAELA MCNAMARA REVOCABLE LIVING TRUST MCNAMARA MICHAEL AS TRUSTEE POBOX94 ST. MARKS, FL 32355 Change of Address Change of Address Land Information Code Land Use Number of Units 001 001201- MIXED USE 1.85 Buildings Building 1 Type STORE/SFR Total Area 972 Heated Area 576 Exterior Walls MOD METAL Roof Cover MODULAR MT Interior Walls DRYWALL Frame Type STEEL Floor Cover WLPLANK Heat HEAT PUMP Air Conditioning HEAT PUMP Bathrooms 1 Bedrooms 0 Stories 1 Actual Year Built 2010 Effective Vear Built 2010 Extra Features Code Description Length x Width x Height 0002 BATHROOM 9x16x 0055 PORTABLE CARPORT 36x14x 0055 PORTABLE CARPORT 36x36x 0055 PORTABLE CARPORT 30x24x 0100 6" CHAINLINK RESIDEN 0x0x 0110 CHAINLINK FENCE 8FT 0x0x 0210 CONCRETE DRIVE 10x3x 0210 CONCRETE DRIVE 10x3x 0211 CONCRETE WALK 32x 10x 0211 CONCRETE WALK 52x6x UnitType Frontage Depth AC 0 0 Units Effective Year Built 144 2010 504 2022 1296 2017 720 2012 178 2012 65 2010 30 2010 30 2010 320 2010 312 2010 https://qpublic.schneidercorp .com/Application.aspx? App ID=836&Layerl D= 15205&PageTypeID=4&Page ID=6833&Q= 1420592645&KeyValue=02-4S-O... 1/3

3/16/26, 2:08 PM Code Description 0375 WOOD WALKWAY 0375 WOOD WALKWAY 0700 PORT BLDG NO UTL 0700 PORT BLDG NO UTL 0956 PRIVACY FENCE VINYL 4870 MINI COVERED STORAGE 4870 Sales MINI COVERED STORAGE Multi Parcel Sale Date N 8/2/2018 N 1/17/2008 N 3/1/2002 Area Sales Report Sale date range: From: 03/16/21 Sales by Area Sales by Section Distance: [ 1500 TRIM Notices Sale Price Instrument $100 WD $125,000 WD $70,000 WD To: [ 03/16/21 Units: [ Feet 2025 TRIM l\lotice (PDF) Valuation Assessed Year Building Value Extra Features Value Land Value Agricultural (Market) Value Just (Market) Value Assessed Value Exempt Value Taxable Value Save Our Homes or AGL Amount qPublic - Wakulla County, FL - Report: 02-4S-01 E-054-05648-000 Length x Width x Height Units Effective Year Built 1Bx6x 108 2010 22x6x 132 2010 12x 16x 192 2017 12x8x 96 2018 0x0x 18 2010 75 x42x 3150 2023 35 x26x 926 2023 Book/Page Qualification Reason Vacant/Improved Granter Grantee 1082/0505 Unqualified UNQUAUCORRECTIVE/QCD,TD Vacant MCNAMARA MCNAMARA MICHAEL MICHAEL AS TRUSTEE OF THE MICAHEL 0742/0225 Qualified QUAUCREDIBLE,VERIF/DOC/EVIDEN Vacant GSEGNER MCNAMARA ROBERT TAMARA& MICHAEL 0436/0376 Unqualified N/A Vacant GSEGNER ROBERT Search Sales by Distance 2026 2025 2024 2023 2022 $48,166 $49,371 $50,575 $36,450 $30,459 $87,502 $88,304 $94,436 $32,771 $29,540 $61,050 $61,050 $61,050 $67,500 $67,500 $0.00 $0.00 $0.00 $0.00 $0.00 $196,718 $198,725 $206,061 $136,721 $127,499 $196,718 $198,725 $206,061 $136,318 $123,925 $0 $0 $0 $0 $0 $196,718 $198,725 $206,061 $136,318 $123,925 $0 $0 $0 $403 $3,574 "Just (Market) Value" description - This is the value established by the Property Appraiser for ad valorem purposes. This value does not represent anticipated selling price. Sketches https://qpublic.schneidercorp.com/Application .aspx? App ID=836&Layerl D= 15205&PageTypeID=4&PageID=6833&Q= 1420592645&KeyValue=02-4S-0. . . 2/3

3/16/26, 2:08 PM qPublic - Wakulla County, FL - Report: 02-4S-01 E-054-05648-000 8 4 4 12 12 8 24 14 6 12 No data available for the following modules: Photos. Public information data is furnished by the Wakulla County Property Appraiser's Office. and must be accepted ,rnd used by recipient with the understanding that the data received was developed and collected for the purpose an Assessment Roll per Florida Statute. As such, the Wakulla County Property Appraiser's m,ikes every effort to prnduce the most accurate information possible. I User Privacy Policy I GDPR Privacy Notice Last Data URload: 3/16/2026, 8:01:36 AM RoomT e Area BASE AREA 576 DECK 396 20 Contact Us Developed by &scHNEIDER .._. GEOSPAT)AL https://qpublic.schneidercorp.com/Application.aspx?ApplD=836&LayerlD=15205&PageTypelD=4&PagelD=6833&Q=1420592645&KeyValue=02-4S-0... 3/3

DC, Brent Thurmond, WAKULLA County B: 742 P: 225 - 226 Return to: Name: Address: Sherry Fordham Stewart Title of Tallahassee, Inc. 330.l Thomasville Rd. #202 Tallahassee, Florida 32308 This Instrument Prepared: Sherry Fordham Stewart Title of Tallahassee, Inc. 3301 Thomasville Rd. #202 Tallahassee, Florida 32308 as a necessary incident to the fulfillment of conditions contained in a title insurance commitment issued by it. Property Appraisers Parcel I.D. (Folio) Number(s): Grantee(s) S.S.#(s): File No:20080034 WARRANTY DEED This Warranty Deed Made the 17th day of January, 2008, by Robert Gsegner, , , hereinafter called the grantor, whose post office address is: 834 West Atlanta Street SW, Marietta, Georgia 30060 to Tamara McNamara and Michael McNamara, wife and husband, whose post office address is: PO Box 180655, Tallahassee, Florida 32318, hereinafter called the grantee, WITNESSETH: That said grantor, for and in consideration of the sum of $10.00 Dollars and other valuable considerations, receipt whereofis• hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the.~~t~~. all that certain land situate in Wakulla County, Florida, viz: \\ SEE EXHIBIT "A"0(jrrACHED HERETO AND MADE A PART HEREOF.,?: ,j." •'<'.";L_ The property is not the homestead of then--·-•~··' ,{'" . TOGETHER with all the tenements, hereditaments ano ~P,J>llrl:fnlil:\ces thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. ·:&,. ,,, r ;;>' And the granter hereby covenants with /aid grantee that the &vffi~?!:i,~ lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land?that:the.·grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whoms6~1ief; and that said land is free of all encumbrances, except taxes accruing subsequent to 2007, reservations, restrictions and e~emGnts ofr<=~ord, if any. (The terms "grantor" and "grantee" herein shall be construed to include all gendef.'i1and~ngular or plural as the context indicates.) In Witness Whereof, Granter has hereunto set grantor's hand and seal. the da and year first above written. Witness Signature: ______________ _ Printed Name: Witness Signature: ______________ _ Printed Name: STATE OF FLORIDA COUNTY OF Leon }i:~c·;;J The foregoing instrument was acknowledged before me this J7th day of January, 2008, by Robert Gsegner, who ;,...J., .....a. _c..,.c,-no,llu ..,_,... ...._,..,, tn. '""''°' n..., n,h.n hr..c-/hf3•u.o. 9"111.-,..n.A,~ A,..1u..o...- H,..o...,,C'lo~ir- ;,t.a,.....,4-~4-";;,...,4-~,... ....

EXHIBIT "A" PARCEL 1: LOT NUMBER ONE (1) OF BLOCK "G" IN EAST ST. MARKS, A SUBDIVISION OF GOVERNMENT LOT NUMBER 2 (2) IN SECTION TWO (2), TOWNSHIP FOUR (4) SOUTH, RANGE ONE (I) EAST, AS SHOWN BY PLAT OF SAID SUBDIVISION OF RECORD IN PLAT BOOK NO. l OF THE PUBLIC RECORDS OF WAKULLA COUNTY, FLORIDA, ON PAGE 8. ALSO: COMMENCE AT THE NORTHWEST CORNER OF LOT NO. 1 IN BLOCK "G" OF EAST ST. MARKS (AS ABOVE DESCRIBED) AND RUN IN AN EASTERLY DIRECTION ON A LINE PARALLEL WITH THE SOUTH BOUNDARY LINE OF SAID LOT NO. 1 OF BLOCK "G" IN EAST ST. MARKS, A DISTANCE OF 240 FEET, THENCE RUN IN A SOUTHERLY DIRECTION ON A LINE PARALLEL WITH THE WEST BOUNDARY LINE OF SAID LOT NO. 1 OF BLOCK "G" THE DISTANCE OF 175 FEET, THENCE RUN WEST ON A LINE RUN ON THE SAME BEARINGS AS THE SOUTH BOUNDARY LINE OF SAID LOT NO. 1 OF BLOCK "G" TO THE SOUTHEAST CORNER OF SAID LOT NO. 1 OF BLOCK "G", THENCE RUN IN A NORTHWESTERLY DIRECTION ALONG THE EAST BOUNDARY LINE OF SAID LOT NO. 1, BLOCK "G", THE DISTANCE OF 213.19 FEET TO THE POINT OF BEGINNING, BEING IN GOVERNMENT LOT NUMBER 2 (2), OF SECTION TWO (2), TOWNSHIP FOUR (4) SOUTH, RANGE ONE (I) EAST. PARCEL 2: LOTS TWO (2), THREE (3), FIVE (5), OF BLOCK "G" OF THE ABOVE MENTIONED SUBDIVISION OF EAST ST. MARKS, DESCRIBED BY METES AND BOUNDS AS FOLLOWS, TO WIT: BEGIN AT THE SOUTHEAST CORNER OF BLOCK "G" OF SAID SUBDIVISION OF EAST ST. MARKS AND RUN THENCE NORTH 18 DEGREES 40 MINUTES WEST ALONG THE EAST BOUNDARY OF SAID BLOCK "G" 180 FEET, THENCERlJN SOUTH 71 DEGREES 20 MINUTES WEST PARALLEL TO THE SOUTH BOUNDARY OF SAID BLOCK ''G" 241 FEET TO THE EASTERN BOUNDARY OF THE RIGHT OF WAY OF PORT LEON DRIVE (STATEROAI>N.O. 363) THENCE RUN SOUTH 18 DEGREES 40 MINUTES EAST ALONG SAID RIGHT-OF-WAY BOUNDARY 120 FEET, THEN RUN NORTH 71 DEGREES 20 MINUTES EAST PARALLEL TO THE SOUTH BOUNDARY OF SAID BLOCK "G" 120 FEET, THEN RUN SOUTH 18 DEGREES 40 MINUTES EAST 60 FEET0 TO THE SOUTH BOUNDARY OF SAID BLOCK "G", THEN NORTH 71 DEGREES 20 MINUTES EAST 121F'EET TO THE POINT OF BEGINNING. SAID LANDS LYING AND BEING IN GOVERNMENT LOT 2 OF SECTION 2, TOWNSHIP 4 SOUTH, RANGE l EAST, WAKULLA COUNTY, FLORIDA. • •• • LESS AND EXCEPT A STRIP OF LAND FIVE (5) FEET WIDE LYING ACROSS THE WEST END OF LOTS 2 AND 3 OF BLOCK "G" OF SAID SUBDIVISION OF EAST ST;MARKS, HERETOFORE CONVEYED TO THE STATE OF FLORIDA FOR USE AS A PUBLIC ROAD OR HIGHWAY.