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HomeMy WebLinkAbout1110-1160 Loyda CtRECEIVED r — I CITY OF SANFORD PERMIT APPLICATION 6io d I• T $ '7Permit f. #',{ Date: W I 00 o JAN 2 0 2006 Job Address: ' N u 1 Ill 9 e a - Description of Work: SCV-e n h u,KJ I! Historic District: Zoning: Value of Work: S 3 OV Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout'& Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of DwelUng Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Own ip & Legal Description) Owners Name & Address: Ct) I V 1 Ce wt 5G p tom_ t- h i ,100lJH1kYl ( 1 n c i, . -7- Z 1 Phone: l 1 % • CI % d Contractor Nagle & Address: nn r 1T .s State License Number. L Phone &Fax: vl Contact Perso • 1 Phone: qO -% • L C0 • U` 1 aQ Bonding Company: 1 ? Address: Mortgage Lender: n CI Address: Architect/Engineer: nct Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Persona Produced ID Date Date loy Nlsrlet— R Mo ft Ily Known to Me or Contractor/Agent is, Pe , nal y Know dWy Commissktn DD1o1455 Produced I D ros July 06 ZOW WAPPLICATIONAPPROVEDBY: Bldg: Z ies: FD: Initial & Date) (Initial & Date) (Initial & Date (Initial &Date) Special Conditions: % V" 00 111397 I hereby name and appoint Of in fiat to act for me and apply to a to be my lawful attorney permit for work to be perfozmed at a location desan'bed as: Section Township Range Lot `i` 1— Block Subdivision 2-Icy II L) 0q -'A I th101(A (" - i (nm.moexe> t e Amia- 001 \lunelancl Cri DPI i OWM of Ptopa W and Add) and to sign my name and do all things n+ec mazy to this app-umnent. Sw= to and sdWcnbed before me this Day of % 1 A.D. C Notary Public, Starve of F ank 1 BARBARA J. FOLLMAR MY COMMISSION M DO 338130 EXPIRES' August 23, 2008 BprJrd 71ru NOIUy PUEgt UnOhwn. orm rVLiE nvmco nCUE MoT VMNJ Irv. I)_7 . c Building # 9 Lot # I Street Address Street Name 1 2011 Stockton Drive 2 2021 Stockton Drive 3 2031 Stockton Drive 4 2041 Stockton Drive 5 2051 Stockton Drive 6 2061 Stockton Drive Building # 3 Lot # Street Address Street Name 15 2211 Stockton Drive 16 2221 Stockton Drive 17 2231 Stockton Drive 18 1 2241 Stockton Drive 19 1 2261 Stockton Drive 20 2261 Stockton Drive 21 2271 Stockton Drive 22 2281 Stockton Drive Building # 5 Permit # 0"696 Lot # Street Address Street Name 31 2411 Stockton Drive 32 2421 Stockton Drive 33 2431 Stockton Drive 34 2441 Stockton Drive 35 2451 Stockton Drive 36 2461 Stockton Drive Building # 7 Permit # 06-375 Lot # Street Address Street Name 43 1111 Lo ole Court 44 1121 Loyola Court 45 1131 Loyola Court 46 1141 Loyola Court 47 1151 Loyola Court 48 1161 Lo ola court Building # 2 Lot ff Street Address Sheet Name 7 2111 Stockton Drive 8 2121 Stockton Drive 9 2131 Stockton Drive 10 2141 Stockton Drive 11 2151 Stockton Drive 12 2161 Stockton Drive 13 2171 Stockton Drive 14 2181 Stockton Drive Building # 4 Permit # 05.3510 Lot if Street Address Street Name 23 2311 Stockton Drive 24 2321 Stockton Drive 26 2331 Stockton Drive 26 2341 Stockton Drive 27 2351 Stockton Drive 28 2351 Stockton Drive 29 2371 Stockton Drive 30 2381 Stockton Drive Building # 6 Permit # 06-378 Rot # Street Address Street Name 37 2511 Stockton Drive 38 2521 Stockton Drive 39 2531 Stockton Drive 40 2541 Stockton Drive 41 2651 Stockton Drive 42 2561 Stockton Drive Building #' 8 7 r' - Permit #"06474--'-7 rrf- Lot # Street'Address StreetName-49 1160 Lo ola Court r- 50— 1160 L ola Court . 51 1140 Loyola Court r 52 1130 Loyola Court 53_ _ _ 1120 _ . Loyola Court 1110- - Loyola Court- n SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O..BOX 214358, SOUTH DAYTON& FL 32121 TELEPHONE: (386) 787-4774 FAX: (388) 767-85M PAGE COPYRIGHT im NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION BEAM / HEADER DETAIL 1" x 2" WITH 3) #10 x 1-1/2' S.M.S. INTO ~ SCREW BOSS 2) #10 x 1 1l2" S. M. S. INfa r ANGLE CLIPS MAY BE SCREW BOSS SUBSTITUTED FOR INTERNAL ANCHOR 1" x 2" PLATE TO SCREW SYSTEMS CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN MIN. (3) #10 x 1 1/2" S.M.S. 6" OF EACH SIDE OF EACH INTO SCREW BOSS POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI 1" x 2" EXTRUSION CONC. 6 z 6 -10 x 10 W.W.M. OR FIBER MESH 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" =1'-O" ANCHOR 1" x 2' CHANNEL TO CONCRETE WITH 1/4' x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC..6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 20 S.M.B. POST MIN. (4) #10 x 1/2"•S.M.S. aQ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND' PATIO SECTION TO BEAM DETAIL SCALE: ,3' = T-0" Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (388) 787.4774 FAX: (3W 7874 = I PAGE 3A w I © NO O' B REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W1 10 x 1-1/2' S.M.S. MAX. 6" FROM EACH END OF -POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES ME WALL HEADER 1TTACHED TO 1" x 2' OPEN IACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED 1 x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-114" CONCRETE/MASONRY 1" Z7ANCHORS Q 6' FROM EACH POST AND 24' O.C. MAX. AND WALLS MIN. 1" FROM EDGE OF 1 CONCRETE MIN. ALTERNATE CORNER DET, SCALE: 3' =1' A Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELORWENT CONSULTANT P.O: BOX 214364, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 787.4774 FAX: (388) 787.6W8 PAGE COPYRIGHT1004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 0 SCREEN, ACRYLIC 8 VINYL ROOMS I SECTION 3A COMPOSITE ROOF PANELS: 4)1/4" x 4" LAG BOLT$ W/ RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.G.ALON.G SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674T74 FAX: (388) 767-6= PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETr, P.E. 3A-7 SECTION 3A SCREEN, ACRYLIC 81 VINYL ROOMS UNIFORM LOAD A B SINGLE SPAN CANTILEVER UNIFORM LOAD 1 [1 ME0EMENNNEN0EN 7.1 -1-* 17 UNIFORM LOAD t A B 1 OR SINGLE SPAN Iki LOADMiMMM UNIFORM LOAD 3 SPAN A B C t 4 SPAN NOTES: 1) Z = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGWEER- DEVELOPMENT CONSULTANT P.O. BOX 2143@4 SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX' '(355) 7074= I PAGE3A-8 1 0 NOTTO B REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. I SOLID ROOF PANEL PRODUCTS INDUSTRY STANDARD ROOF PANELS N r w k- 12.00" 12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3" = 1'-0" 1m 12.00" 12" WIDE x 3" RISER- INTERLOCKING ROOF PANEL SCALE: 3" = V-0" SECTION 7 W01 T 12.00" CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3' = 1'-0" ALUMINUM SKIN TABLES Fr--- E.P.S. CORE l-- . w I--SIDECONNECTIONS VARYZa a o (DO NOT AFFECT SPANS) COMPOSITE ROOF PANEL [INDUSTRY STANDARD] SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767.65W I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE 7-1 I SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULKEXISTINGTRUSSORRAFTERALLEXPOSEDSCREWHEADS 10 x 1-1/2" S.M.S. OR WOOOL WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4' S.M.S. OR WOOD SCREW SPACED @ 12" O.C. ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 31'-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR. 8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS FOR MASONRY USE 1/ 4" x 1-1/4" MASONRY NCHOR OR EQUAL 24" O.C. @FOR WOOD USE #10 x 1-1/2" S. M.S. OR WOOD SCREWS @':o 12" O.C. ROOF PANEL ROOF PANEL. TO WALL DETAIL LE: 3' = 1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100- 123 130 140 1 150 8 1 10 12 1 #12 Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214355 SOUTH DAYTON& FL 32121 TELEPF 614E: (398) Tsz-4 4 FAX: ( 3N) 767-6M PAGE Q COPYRIGHT WN 7- 4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS o ° o 000co p I ......:-.. I ......... I ..................... ... ... I 1.0 # .0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3" = V-0" SECTION 7 ELKE 200W Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 PwIP o0ut1• 1801 N.W. 64tt1 Street TELEPHONE: (386) 767-4774 Ft. Lauderdale, FL 33309 FAX: (386) 787 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-33 SECTION 7 R SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product ApprovalOFLIC49 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 4s" x u.VLq"- runes* r•uanl w.. open Structures Screen Rooms Glass b Modular Rooms Overhang 1 Wind Mono -Sloped Roof b Attached Covers : Enclosed Cantilever Region All 1&2 4 132 3 4 1&2 3 4 span sp cpan span span span span span Roofs 100 MPH 21'•4' k23'-1 23'-0" 22-V 21'-11' 15'-l" 17'-9' 16'-3" 4'-0" 1 MPH 21'-4' 2T-O. 18'-0" 20'-11- 20'-2" 13'-9'15'4" 14'-10" 4'-0" 120 MP 20'-4' 21'- 1r7-2 19-5 18'-10" 12'-6" 13'-11" 13-6"4'-0" 123 MPH 19'-0' 21'-118'-11' 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2' 19'-5-1' 17'-9' 16'-3" 11'-1" 12'-11" 12'-6- 4'-0" 140 MPH 12'-4" 13'-9" 13'-34" 13'-9" 13'-3" 10'-3" 9VI 11'-6" 11'-1' 4'-3" 150MPH 12'-4' 13'-9" 13'-34- 13'-9' 13 3-- 10'-8' 1 10'4- 3'-11- Wind Region Open Structures Mon o-Sloped Roof screen Rooms 3 Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 2 span 3 span 1 4 span 162 span 3 span 4 span 132 span 3 span 4 span 100 MPH 24'-11' 27'41' 1 27'-0' 23'-10" 26'-8' 25'-9" 18'-0' 20'40" 20'-2" 4'-0" 110 MPH 24'-11' 27'-11' 27'-0' 21'-11" 24.6- OFT 16'-2" 19'-3- 18'7 4'-0" 120 MPH 23'-10' 26'-8- 25'-9" 20'-5- 22'40' 22'-1- 14'-8" 17'-8' 15'-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'4" 1 16'-0" 15%6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10' 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7' 14'-5' 16'-2" 15'-7" 12'-8' 14'-2" 13'-8" 4'-0" 150 MPH 14'-5' 16'-2" 1 15'-7" 14'-5- i6'-2- 15'-7' 1 11'-2' 13'-2' 1 12'-9" 4'-0- Wind Region Open Structures Mon o-Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 132. span 1 3 span 4 span 1&2 span 3 span 4 span 100 MPH 23'-5' 26'-2" 25'-3" 22'-3' 24'-11" 24'-l' 1r-5' 19'-6" 18'-10" 4'-0" 110 MPH 23'-5' 26'-2' 25'-3" 20'-0" 22'-11- 22'-2- 15'-l" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3' 24'-11' 24'-1' 19'A' 1 21'4- 20'-7- 13'-9" 15'-4" 1W-10" 4'-0" 123 MPH 21'-5' 23'-11" 23'-2' 18'-6' 20'-9' 20'-0" 13'-5" 14'-11" 14'.6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" i t-5' 1 W-6" 18'-10" 12'-8' 14'-2' 13'-8' 4'-0' 140 MPH 13.6' 16-1" 14'-7" 13'-6" 15'-l" 14'-7' 11'-3" 13'-3' 12'-9" 4'-0" 150 MPH 13.6' 15'-1- 14'-7" 13'-0' 15'-1- 14'-7" 10'-5" 12'4- 11'4" 4'-0" Q'. Y dR" Y n 11111- Panala Fnnm Cnra F_P_5. O1 nana1N Wind Region Open Structures Mon o-Sloped Roof Screen Rooms 3 Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever. All Roofs 132 span- 3 span 4 span 132 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 26'-11" 30'-1" 29'-1" 25'-8' 28'-V 2r-9" 20'-l" 22'-5' 21'-8" 4'-0' 110 MPH 26'-11' 30'-1' 29'-1' 23'-8' 26'-5' 25'-0' 18'-7' 20'-9" 20'-1" 4'-W 120MPH 25-8 8-9 2 -9 21- 1 4-7' 23-9' 15-10 19-1 18-5' 4-0' 123 MPH 24'-8' 1 2r-7' 26'-8' 1 21'-4' 23'-11' 2T-1- 15'-5- 18'-6- 17'-11- 4'-0" 130 MPH 22'-9' 1 25'-5' 24'-7' 1 20'-1' 1 22'-5' 21'-8- 14'4' 17'-5" 1 15'-9" 4'-0" T*- F MPH 15'-7" 1 1r-5' 16'-10' 15'-7' 1 17'-5" 16'-10' 13'-8" 15'-3" 1 14'-9" 4'-0' 150 MPH 15'-7" 1 1 rS' 16'-10' 1 15'-7' 1 17'S' 16'-10" 12'-0" 14'-2" 13'-9- 4'-0". Note: Tom root Panel wiattl = room wiatn + wail wictri + Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787.4774 FAX: (386) 787-6M a FIRE 2000 Elite Aluminum Corporation PrrnslPmduds 1801 N.W. 64th Street Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE COPYRIGHT 2004 7-34 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. eENNETr, P.E. O - G PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 49, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: PULTE HOMES LOYOLA COURT TRACT A COMMON AREA) 63.84' RIGHT OF WAY 1"-30' POD RIGHT OF WAY 43.91Sesso'42 w lS89' PI GRAPHIC SCALE 0 15 30 43'--- 11 I 11to I1 25.34' N89' 0 42"E 0 17 97.37' 1 f,r" II II 7.0' cl 6.3' mi i I ll "' R. > C) 11 D n -400 piZmsgv2 i it0.OD Z I ILE 0 rn IG I I s y Z n Kdp ZpOa i Or 1'QGG,'•,Im IIF O pJp IN 1 c pi G v . IyOD 0Drn II LOT 49 LOT 50 LOT 51 LOT 52 LOT'53 LOT 54I$ 118.3' .J L- m AT owr' .':1 .3 oN I I S89'50'42"W 97.37' I 25.33' PI STOCKTON DRIVE TRACT A TRACT A COMMON AREA) COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE,OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E. DATED 04/17/95. AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE XL AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN. LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CHORD BEARING COW CONCRETE BLOC( WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CS CONCRETE SLAB C/W CONCRETE WALK F.E.M.A. FOUFEDERAL EMERGENCY MANAGEMENT AGENCYFNDND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD U71UTY LINE 1/2' IRON ROD AND CAPSET LB 06393 (03101/06) FND NAIL AND DISC LB j68 (03/01/00) FND 1/2- IRON ROD AND CAP lB /6393 (03/01/05) G DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTILITY PAD POD POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ON THE WESTERLY LINE OF LOT 49 BEING NOO'09'18"W, PER PLAT. ` FIELD DATE:) 11/18/05 REVISED: /_ SCALE- 1" - 30 FEET ble 6 APPROVED BY: SJ 1 AMERICAN SURVEYING & MAPPING 1 1 1 FOR JOB NO. ASM48957 - 49 FINAL 03/01/05 CAC CERTIFICATION OF AUTHORIZATION NUMBER LB/8393 THE FORMBOARD 11/22/05 CAC 1030 N. ORLANDO AVENUE, SUITE B FIRM DRAWN BY: WINTER PARK, FLORIDA JAMES JAY ALES PSMPLAN5-02-05 OLC 32789- (407) 420-7979 #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 49, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: PULTE HOMES LOYOLA COURT TRACT A COMMON AREA) 03.84' RIGHT OF WAY POO CENTERLINE OF RIGHT OF WAY - I1 1 Id 0 I'? I O li 25.34' N89- 0 42 E b 7.0' N Z P i i 0v D-1 o o 2819 i'O p OD R c II>031w{ D A0 I A ly DD R$ I I 1T1 7.0' 1' - 30' S89'SO'42'W PI GRAPHIC SCALE 43.81 ----- - 0 15 30 139.43' - 1 I I 97 37' LOT 49 II; LOT 50 LOT 51 LOT 52 LOT 53 25.33' TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF . WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E. DATED 04/17/95. AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN ZONE X. AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN. 97.37' LEGEND 1 I I DZ j > g A D! IR I I I 1 PI V-- STOCKTON DRIVE TRACT A COMMON AREA) BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CHORD BEARING COW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CS CONCRETE SLAB C/W CONCRETE WALK F.E.M.A.FEDERAL'EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE SET 1/2' IRON ROD AND CAP LB #5393 (03/01/05) NAIL AND DISCQFNDLBis8 (03/01/06) FN ND CAP 0 LB /I393 (./0, A DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERITUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/ W SIDEWALK TYP TYPICAL UP UTILITY PAD POO POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD VATHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ON THE WESTERLY LINE OF LOT 49 BEING N00'09'18-W. PER PLAT. FIELD DATE:) 11/10/05 REVISED• SCALE- 1' = 30 FEET l!/ APPROVED BY: SJ I, UR, JOB N0. ASM48957 - 49 FINAL 03/01/08 CAC AMERICAN SVEYING & MAPP NG FORCERTIFICATION OF AUTHORIZATIONNUMBERLBP3393THEFORMBOARD11/ 22/05 CAC 1030 N. ORLANDO AVENUE, SUITE B FIRM DRAWN BY: WINTER PARK, FLORIDA JAMES JAY JILES PSM PLAN 8-02-05 OLC 32709- (407) 420-7979 #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 50, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: RAZAHUSSEIN H DHANJI LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION LOYOLA COURT TRACT A COMMON AREA) 63.64' RIGHT OF WAY CENTERLINE OF RIGHT OF WAY 8I? '42'_W _ 139.43' N89' 0.4 01 vv1u JOI ODVA > ol oil QED 1 1 . II1 LOT 49 i1i LOT 50 T LOT 51 LOT 52 LOT 53 I11I 11I 25.33' 50'42"W 18.00' TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES, 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 I - DATED 04/17/05, AND FOUND THE SUBJECT PROPERTY APPEARS 70LIEINZONEX. AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN. ON THE WESTERLY LINE OF LOT 50 — BEING NOO'09'18'W, PER PLAT. FIELD DATE:) 11/15/05 REVISED: SCALE- 1' a 30 FEET APPROVED BY: SJ REVISE CERT 5-1-08 350 JOB No. ASM48957 - 50 FINAL 03/01/08 CAC DRAWN BY: FORMBOARD 71/22/05 CA PLOT PLAN 6-02-05 DLC 79.3 I I la o a m LOT 54 I I 79.37' LEGEND 1"=30' PI G PHIC SCALE 0 15 30 I y y Z f$b> i I vD Iz I$ I I I I STOCKTON DRIVE TRACT A COMMON AREA) BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD C/W CONCRETE WALK F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCYFNDFOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE 32789- (407) 420-7979 SET 1/2' IRON ROD AND CAP LB #6393 (03/01/06) NAIL AND DISCQFNDLB #68 (03/01/06) 1/2'IRON ROD AND CAPFND LB %6393 (03/01/4) DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTILITY PAD POO POINT ON BOUNDARY THIS 15 A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. III FOR THEFIRM JAMES JAY ALES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 50, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE -USE OF: RAZAHUSSEIN H DHANJI LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION LOYOLA COURT TRACT A COMMON AREA) 53.04' RIGHT OF WAY 1"=30' POB RRIICHT OF WAY _sea 5o'42'w 43•s1 - _. TERLINE OF PI SCALE 0 15 30 1 u U 1 2533. —- ---Q'- — — —--79.37' i ao. II I II n 1 I a•• 1 ' la o.• 1 i io K e.o T r- A U) Z ii +II O I I p 1 1 (n ^o y .,S PDc3t1I z v 1 I 000 a I a y Z g C7 00i (D41 I i iE0' Icy > C7 D ODI OCDFi i219- Hw' I O Imo$ I < ra 3E y I wi i Po;;w i a D I 1 I o mQ I I I m I w IIp II m 1 LOT 49 PILOT 50I LOT 51 LOT 52 LOT 53 LOT 54 I01 I UP. PA110.: I I I 25,33' S050'42"W 18.00, ' PI TRACT A STOCKTON DRIVE COMMON AREA) TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: LEGEND SET B 32- IRON RROD AND CAP 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN BUILDING SETBACK LINE FND NAIL AND DISC NOTED ON THE SURVEY, IF ANY. CENTERLINE LB Pe (03/01/06) RIGHT OF WAY LINE FND t/z' IRON ROD AND CAP 2. PROPERTY CORNERS SHOWN HEREON WERE EXISTING ELEVATION LO 05393 (03/01/06) SET/FOUND ON 03/01/06, UNLESS OTHERWISE A/C AIR CONDITIONER A DENOTES DELTA ANGLE SHOWN. F' CONCRETE P) PER PLAT PC DENOTES POINT OF CURVATURE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND CC.B. CHORD LENGTHCHORDBEARING PCCPCP POINT OF COMPOUND CURVEPERMANENTCONTROLPOINT SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, CBW CONCRETE BLOCK WALL DENOTE POINT OF INTERSECTION OF RECORD WHICH MAY AFFECT THE CCPPA CORNRESTRICTIONSNOTPPIIcCONCRETEPADC3SSIBLEPOC PARKER POINT ON CURVE TITLE OR USE OF THE LAND. Cs CONCRETE SLAB POL POINT ON LINEUlmCONCRETEWALKPPNEPRIVATEPERTVAL NON-EXCUUSIVE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND PRCPRM DENOTES POINT OF REVERSE CURVATUREPERMANENTREFERENCE 'MONUMENT LOCATED EXCEPT AS SHOWN. FPL FLORIDA POWER AND LIGHT PSM PROFESSIONAL SURVEYOR AND MAPPER ID IDENTIFICATION PT DENOTES POINT OF TANGENCY 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED L LB ARC LENGTH LICENSED BUSINESS RP RADIUS POINT FORMBOARD/FOUNDATION AND ARE NOT TO BE USED LS M) LICENSED SURVEYOR MEASURED S/W TYP SIDEWALK TYPICAL TO RECONSTRUCT THE BOUNDARY LINES. OHU OVERHEAD UTILITY LINE UP UTILITY PAD POB POINT ON BOUNDARY 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 OD40 E, DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY APPEARS TO FLOOD PLAIN. THESURVEYORMAKESNOGUARANTEESASTOTHEABOVEINFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOE COUNTYVERTICALCONTROLASSHOWN. ION THE WESTERLY LINE OF LOT 50 _ IBEINGN00-09'18"W, PER PLAT. w REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ RENSE CER7 THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM48957 - 50 IFINAL 03/01/oe CAC FOIRMBOARD 17/22/0I CAI DRAWN BY: PLOT PLAN 5-02-05 OLC 32789- (407) 428-7979 8 FOR THE FIRM JAMES JAY JILES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 51, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: MEHEBOOB RAMZANALI JAGANI LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION LOYOLA COURT TRACT A COMMON AREA) 53.84' RIGHT OF WAY o ;0 Ds g n D POB CENTERUNE OF RIGHT OF WAY 11 ly I8 1 V: Im 1 N89P' d' 0 11IIII1 Z jo-o I pt0 1 I<SAoi pjZfi CFI I v l 8 rn;K LOT 49 LOT 5011LOT 51 II Ee. YA30 43.33' y S89'50'4g1 18.00' PI 1sa.43• ITT\ 1 I I I 81.3 I i I 1 I II N I o C) 00 y 3eob o Idm CO m m rn LOT 52 LOT 53 LOT 54IIIg P I I2 61.37' TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 OM E. DATED 04/17/95. AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION, PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN. BEARINGS 5HOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 51 BEING N00'09'18"W PER PLAT. FIELD DATE:) 11/16/05 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ REVISE CERT 4-28-06 550 JOB NO. ASM48957 — 51 FINAL 03/01/00 CAC FORMBOARD 11/22/05 GAG DRAWN BY. _ PLOT PLAN 9-02-05 DLC 1030 LEGEND 1"=30' GRAPHIC SCALF 0 15 30 r1 A. I PI STOCKTON DRIVE TRACT A COMMON AREA) BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER i•}y.,,,^ CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CS CONCRETE SLAB C/W CONCRETE WALK F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE 32789— (407) 420-7979 1/2' IRON ROD AND CAPSET LB #5393 (03/o1/os) NAIL AND DISCQFNDLB #58 (03/(1/06) FND 1/2'IRON ROD AND CAP LB #0393 (03/01/05) DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON—EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTILITY PAD POB POINT ON BOUNDARY THIS 15 A BOUNDARY SURVEY NOT VAUD WITHOUT THE 51GNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I A 11 I, FOR THEFIRM JAMES JAY ALES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 51, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: MEHEBOOB RAMZANALI JAGANI LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE. LLC LAWYERS TITLE INSURANCE CORPORATION LOYOLA COURT TRACT A COMMON AREA) 63.11W RIGHT OF WAY POB CENTERLINE OF RIGHT OF WAY 588 50'42 W43-91 uid o N I O r^ or N8 dp4°2"E 43.33 — — — — 12.0''1fAf' IIII I ''•o ql I of Z IIN 11 V) C Z I Q 1 i n +o C O CCU i ;c i i F O ODg q I 29 cog! iig i i p D f l i i 4I I t ff mt' 1OD I I IAmmit I I r1T I 11g II LOT 49 LOT 50LOT 51 LOT 52 LOT 53 11 11 J L_ 18.0' _JL_ JAIJo P 43.33' y+ S89'50' 4g1"W 18.00' TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINE THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E, DATED 04/ 17/95, AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE INZONEX,'AREA OUTSIDE OF 100 YEAR FLOOD PEN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASE ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN, PI 1 61. 3 I I I I I 1 I I 1 I la oD% rn LOT 54 I$ C. I I 1 61. 37' I 1 PL• 1— - LEGENDBUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD W CONCRETE SLAB W F.E. M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURE ' OHU OVERHEAD UTILITY LINE 1"=30' GRAPHIC SCALE 0 15 30 N B yZ G/ AL STOCKTON DRIVE TRACT A COMMON AREA) 1/2' IRON ROD AND CAP SET LB06393 ( 03/01/05) NAIL AND DISC QFND LB068 (03/01/06) 1/2' IRON ROD AND CAP FND LB•#5393 ( 03/01/05) A DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCWSIVE PRC DENOTES POINT OF REVERSE CURVATURE PSMPERMANENT S9g1ALSERVE MANNDMONUMENT RROOF1PTDENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTILITY PAD POO POINT ON BOUNDARY THIS 15 A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ON THE WESTERLY LINE OF LOT 51 BEING N00' 09'18'W, PER PLAT. FIELD DATE:) 11/16/05 REVISED: SCALE: 1" = 30 FEET s/Q APPROVED BY: SJ REVISE CERT 4-25-00 SSO AMERICAN SURVEYING & MAPPING JOB No. ASM48957 - 51 FINAL 03/01/06 CAC CERTIFICATION OF AUTHORIZATION NUMBER LB#5393 FOR DRAWN BY: FORMBOARD 11/ 22/05 CAC 1030 N. ORLANDO AVENUE, SUITE B FLORIDA WINTEPLAN THEFIRM JAMES JAY JILES PSM #4997 DATE PLOT 8-02-OS DLC AR', 32769- 2788- 407428-7879 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 52, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: EUGENE RECKSIEDLER CHIRSTOPHER RECKSIEDLER LANDAMERICA CULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION LOYOLA COURT TRACT A COMMON AREA) 63.84' RIGHT OF WAY o y .10 t OD CS C7 btR 01, POU CENTERLINE OF RIGHT OF WAY 589 50'42 W 139.43'— — 61.37' Z 4 0 v o(R4 0 LOT 49 LOT 50 LOT 51 61.37' N8HO&2"E N sffi g m LOT 52 N Gov CO go0 c OD s m LOT 53 P50'42"W 18.00, TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E. DATED 04/17/95. AND FOUND THE SUBJECT PROPERTY APPEARS .ro UE IN ZONE X. AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION, PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN. ON THE WESTERLY LINE OF LOT SZ BEING N00'09'18"W, PER PLAT. FIELD DATE:) 11/16/05 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ REVISE CERT 6-1-06 SSO JOB NO. ASM48957 — 52 FINAL 03/01/05 CAC FORMBOARD 11/2Z/03 CAC DRAWN BY: PLOT PLAN 0-02-05 DLC 43.3 I I I I I I 1 to `' I I I 8 1 rrirn I LOT 54 8lz 0I I 1 1 LEGEND BUILDING SETBACK LINE CENTERUNE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER o;+.w^ CONCRETE C CHORD LEN07H C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD ABCSCONcCRETTEEWALKF. E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE 32789— ( 407) 428-7979 B 1"= 30' GRAPHIC SCALE 0 is 30 STOCKTON DRIVE TRACT A COMMON AREA) 1/ 2' IRON ROD AND CAP SETLB # 5393 (03/01/08) QFND NAIL AND DISC LB # 68 (03/01/05) 0 FND 1/2' IRON ROD AND CAP LB # 5393 (03/61/05) 4 DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON—EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/ W SIDEWALK TYP TYPICAL UP UTILITY PAD POO POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRMJAMES JAY JILES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 52, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: EUGENE RECKSIEDLER CHIRSTOPHER RECKSIEDLER LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION LOYOLA COURT TRACT A COMMON AREA) 53.54' RIGHT OF WAY POB CENTERUNE OF RIGHT OF WAY 589 50'42 W 11I u, Ig 9 N I O 1 ImII 61.37 11 11I1IIII Z 0 00 4 OD i LOT 49 LOT 50 LOT 51 61.37' N89'50 , MANOR RO 4 7Cy LOT 52 43.3 I N O I O OD 0 Igcfl O PD I' o OD co Fr1 rri LOT 53 LOT 54 I I 43.33' i 50'42"W 18.00, TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E, DATED 04/17/95. AND FOUND THE SUBJECT PROPERTY APPEARS TOUEINZONEVEYORMAKESNOGUARANTEESASTX. AREA OUTSIDE OF 100 OTAR FLOOD PLAIN, THESURVEYORHEABOVEINFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN. ON THE WESTERLY LINE OF LOT 52 BEING NOO'09'18"W, PER PLAT. FIELD DATE:) 11/16/05 REVISED: SCALE- 1" = 30 FEET APPROVED BY: SJ REVISE CERT 5-1-05 SSO I PI — LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER rye fir^ CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CSC/W CCONCRETTEE WALK F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD U71UTY LINE 1"=30' GRAPHIC SCALE 0 15 30 N R yZ D N STOCKTON DRIVE TRACT A COMMON AREA) SET 1/2' IRON ROD AND CAP LB #5393 (03/01/06) NAIL AND DISCFND LB #58 (03/01/06) IRON ROD AND CAP LB #093 (03/01/00) DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON—EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/ W SIDEWALK TYP TYPICAL UP UTILITY PAD POD POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5/ ZA96 vi JOB NO. ASM48957 — 52 FINAL 03/01/05 CAC FORMBORD 11/22/05 CA DRAWN BY: PLOT PLAN 5-02-05 DLC 32789— (407) 426-7979 B FOR NNE FIRM JAMES JAY JILES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 53, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: DENISE GULLEY TAYLOR LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION LOYOLA COURT TRACT A COMMON AREA) 63.84' RIGHT OF WAY POU CENTERLINE OF n RIGHT OF WAY _ — - 589'S0'42'W 139.43' si id 1ly Ig igNIO I V' 1 II 79,37 III1 U c a PDgnou 79.37' LOT 51 LOT 52 PI 1 I 1 I 25.3 I v II I u 11 O ,"S2 i i 1 N LOT 53 19 NO IOCO Co s m LOT 54 N} 25.33' S89'50'42 W 18.00' TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E, DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY APPEARS TDUEINZONEX. AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL RE.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTYVERTICALCONTROLASSHOWN. vN IMt WLSTERLY LINE OF LOT 53 BEING N00'09'18"W, PER PLAT. FIELD DATE:) 11/16/05 REVISED: SCALE: 1" a 30 FEET APPROVED BY. SJ LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER fi,t•,` CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD Cs CONCRETE SLAB C/W CONCRETE WALK F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE 1"-30' GRAPHIC SC F 0 15 30 STOCKTON DRIVE TRACT A COMMON AREA) 1/2' IRON ROD AND CAPSET LB #5393 (03/01/00) NAIL AND DISCQFNDLB #as (03/01/06) FND 1/2' IRON ROD AND CAP 0 L8 06393 (03/01/OB) A DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R ' RADUS RP RADIUS POINT 5/W SIDEWALK TYP TYPICAL UP UTILITY PAD POB POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB No. ASM48957 - 53 IFINAL 03/01/05 CAC iORMBOARD 11 22/05 CA DRAWN BY: PLOT PLAN 6-02-05 DLC I AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#8393 1030 N. ORLANDO AVENUE SUITE B WINTER PARK, FLORibA 32789- (407) 426-7979 FOR THEFIRM JAMES JAY ALES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) ONE AS RECORDED IN PLAT BOOK 68, PAGES 8T THROUGH 92YOF THEOAKSUNITPUBLIIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: DENISE GULLEY TAYLOR LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE. LLC LAWYERS TITLE INSURANCE CORPORATION LOYOLA COURT TRACT A COMMON AREA) 63.84' RIGHT OF WAY POB CENTERLINE OF RIGHT OF WAY 589 50'42 W 11l y, Ig WIR N I O IN rn 1 A nn' 79.37 1 1111I1111 z' D g c) 0, c oo l ctO1 D l I 1I1 LOT 49 LOT 50 LOT 51 LOT 52 1 79.37' TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT.ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E. DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY APPEARS TOUEINZONEX, AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SWINDLE COUNTYVERTICALCONTROLASSHOWN. ON THE WESTERLY LINE OF- LOT 53 BEING N00"09'18"W, PER PLAT. FIELD DATE:) 11/16/05 REVISED: SCALE- 1' a 30 FEET APPROVED BY: SJ RASE CERT 5-1-06 $SO JOB No. ASM48957 - 53 FINAL 03/01/08 CAC FORMBOARD 11/22/05 CAC DRAWN BY: PLOT PLAN 6-02-03 OLC o _ 25.33' s tz.o—T r- II N ii I I pllpll N QQ i*pV Zvi I If 0 Ion FIj rP g I'l,"' LOT 53 OT 54 18. 0' I S89' 50'4e 18. 00' 25. 33' LEGEND 1' = 30' PI GRAPHIC SCALE 0 15 30 1 I 1 1 I 1 I A _U) i D Z D I D N Z S m wig aIlm 1 I 1 PC Y------ STOCKTON DRIVE TRACT A COMMON AREA) BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/ C AIR CONDITIONER CONCRETE C CHORD LENGTH C. B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CS CONCRETE SLAB C/ W CONCRETE WALK F. E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FNDFOUNDFPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE 32789- ( 407) 426-7979 B 1/ 2' IRON ROD AND CAP SETLB 0393 (03/01/00) NAIL AND DISC QFNDLBr8 (03/01/05) FND 1/2'IRON ROD AND GAP LB 06393 (03/01/05) DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R ' RADIUS RP RADIUS POINT S/ W SIDEWALK TYP TYPICAL UP UTILITY PAD POO POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 41 FOR THE FIRMJAMES JAY JILES PSM #4997 . DATE s/ Z/ PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 54, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: DORIS TYRPAK GUEST LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION LOYOLA COURT TRACT A COMMON AREA) 63.84' RIGHT OF WAY POO CENTERUNE OF RIGHT OF WAY SB9'50'42 W 111to I$ I NIO 1 Vi 1 97.37' 111 1II LOT 49 LOT 50 LOT 51 LOT 52 LOT 53 ;11 LOT 54 97.37' PI 1"=30' GRAPHIC SCALE 7 1 I 1 0 15 30 I P 1 7.0' I 1 ID N 9 yZ c o v c> cK > — C D r IZ NUI 7.0'-Im I ZJ.JJ 1 PI TRACT A STOCKTON DRIVE COMMON AREA) TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 Om E. DATED D4/17/95, AND FOUND THE SUBJECT PROPERTY APPEARS . LIE IN ZONE X, AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. THE ro SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTYVERTICALCONTROLASSHOWN. ON THE WESTERLY LINE OF LOT 54BEING N00'09'18"W, PER PLAT. FIELD DATE:) 11/16/05 REVISED: SCALE- 1" = 30 FEET APPROVED BY: SJ REVISE CERT 4-28-05 SSO JOB NO. ASM48957 - 54 FINAL 03/01/00 CAC FORMBOARD 11/22/05 CAC DRAWN BY: PLOT PLAN 6-02-05 DLC LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CS CONCRETE SLAB C/W CONCRETE WALK F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB UCENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDOWINTERPARK, AVFLOENUE,RIDA SUITE B 32789- (407) 426-7979 1/2"IRON ROD AND CAPSET LB 05393 (03/01/05) FND NAIL AND DISCQeLE #56 (03/01/06) FND 1/,Z IRON ROD AND CAP LB 393 (03/01/06) DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTILITY PAD POO POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I I I FOR THE FIRM JAMES JAY JILES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 54, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND EXCLUSIVE USE OF: DORIS TYRPAK GUEST LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE. LLC LAWYERS TITLE INSURANCE CORPORATION LOYOLA COURT TRACT A COMMON AREA) 83AW RIGHT OF WAY POO CENTERLINE OF RIGHT OF WAY - 111to wig1 NCO IN Im 97.37' S89'30'42'W 139.43' D V01 01l I j3,,o n g n- 1 0' 6 I4e0P4 0-4 L D S OD LOT 49 LOT 50 LOT 51 LOT 52 LOT 53 LOT 54 m I IIJL_ 18.3' 7.0• 97.37' TRACT A COMMON AREA) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03/01/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E, DATED 04/17/95. AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN. ON THE WESTERLY LINE OF LOT 54BEING NOO'09'18-W, PER PLAT. FIELD DATE:) 11/16/05 REVISED- SCALE- 1" = 30 FEET APPROVED BY: SJ REVISE CERT 4-28-08SSO JOB NO. ASM43957 - 54 FINAL 03/OI/08 CAC FORMBOARD 11/22/05 GAG DRAWN BY: PLOT PLAN 8-02-05 DLC LEGEND 1"= 30' 1 GRAPHIC SC LL" 0 15 30 U) C) g - I --I 3E D Iz rill I$ 1 I 1 INA--- - ----- STOCKTON DRIVE TRACT A COMMON AREA) BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/ C AIR CONDITIONER CONCRETE C CHORD LENGTH C. B. CHORD BEARING COW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD UW CCOONNCT CRRETESLAB E WALK F. E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#8393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789- ( 407) 425-7979 1/ 2' IRON ROD AND CAP SETLB 05393 (03/01/05) WAR. AND DISC QFNDLB059 (03/01/05) FNO 1/2-IRON ROD AND CAP 0LB05393 (03/01/08) DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/ W SIDEWALK TYP TYPICAL UP UTILITY PAD POD POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM JAMES JAY ALES PSM #4997 DATE