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HomeMy WebLinkAbout1111-1161 Seton Hall Ct (2)RECEIVED Permit #,. Job Address: If(, pal e Description of Work: bl S "1 1tJ1 Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: Date: bO 2Cp-7 JAN 2 0 2006 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pawl 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 Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Contractor Name & of Ownership & Legal Description) 4 T . 1. 1 State License Number: -1 Phone & Fax: //-- 3 G Contact Person: Phone: Z • j 2q l ' Bonding Company: S Address: Mortgage Lender: nIG Address: Architect/Engineer: lr% C,1 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 I will notify the owner of the property of the Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Lien, FS 713. 1,1 hg6 Metltstte R Moaylt of Notary -State of Florida MI, MY Commission DDi0716b Expires July 0e, 2W Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Z 17Utilities: FD: Initial & Date (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: I ZY1 Lf 00 111897 LTAffI Offlum 2ITIE 0 in fact to act for me and apply to Ll for permit for work to be performed at a locaxion desm*W as: Section Township Rsmge Lot Block Subdivision Rif Mr)a/1 ofJob) v U-W owner cfPmPWtY=d; and to sign my name and do all things necessary to this appoirdynan QtmoqcL S? -F - Type or Pant name of PeW Coabactor wad I.icea•a Sworn to and subscaiiW before me this C1 Day of cLnt,lLlx\ A.D. OCD NOWY Pnbhc, Shaba Of Fps nnii :» . 1... i1 r1.1• ,LL i ti,. BARBARAJ.FOLUAAR MY COMMISSIQN 0 DD 338130 EXPIRES: August 23, 2008 Bated Thro NCQryPupae Un MMM IRU. II"7 1. ) h UBC. L. LVV7 L:gorly! ruLi: nvmt REUE t,r vnnO J Building #.9 --" `) L Permit # 06477 L•ot # Street Address- Street Name— 1111 _ . Seton Hall Court 56 1121 __ Baton Hall Court 1 -57— 1,131—''— Seton Hall Court 58 1141- Salon Hall Court Seton Hall Court 60 1161 Seton Hall Court r. Buil ' Lot # Street NameStreetAddress 113 1111 Perleta Court 114 1121 Perleta Court 115 1131 Perleta Court 110 1141 Perleta Court 117 1151 Perleta Court 118 1161 Perleta Court 119 1171 Pedeta Court 120 1181 Perleta Court Building # 13 Permit # 05-3511 , Lot # Street Address Street Name 67 2580 Stockton Drive 68 2570 Stockton Drive 69 2560 Stockton Drive 70 2650 Stockton Drive 71 2540 Stockton Drive 72 2630 Stockton Drive 73 2520 Stockton Drive 74 2510 Stockton Drive Building # 15 Permit # 054242 . Lot # Street Address Street Name 83 2180 Stockton Drive 84 2170 Stockton Drive 85 2160 Stockton Drive 86 2150 Stockton Drive 87 2140 Stockton Drive 88 2130 ' Stockton Drive 89 2120 Stockton Drive 90 2110 Stockton Drive Building # 10 Permit # 06-376 Lot # Street Address Street Name 61 1160 Seton Hall Court fit 1150 Salon .Hall Court 63 1140 Seton Hall Court 64 1130 Seton Hall Court 65 1120 Seton Hall Court fib 1110 Seton Hall Court Building # 12 Permit # 06-379 Lot # Street Address Street Name 107 1161 Washburn Court 108 1151 Washburn Court 109 1141 Washburn Court 110 1131 Washburn Court 111 1121 Washburn Court 112 1111 Washburn Court Building # 14 Permit # 05-3502 Lot # Street Address Street Name 75 2480 Stockton Drive 76 2470 Stockton Drive 77 2460 Stockton Drive 78 2460 Stockton Drive 79 2440 Stockton Drive 80 2430 Stockton Drive 81 2420 Stockton Drive 82 2410 Stockton Drive Building # 16 Permit # 05.3244 Lot # Street Address Street Name 91 2080 Stockton Drive 92 2070 Stockton Drive 93 2060 Stockton Drive 94 2030 Stockton Drive 95 2040 Stockton Drive 96 2030 Stockton Drive 97 2020 Stockton Drive 98 2010 Stockton D. SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) H 1 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 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTON& FL 32121 TELEPHONE: (386) 76TA774 FAX: (386) 767-GM PAGE COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A 1 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION 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. IN'rU SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER ANCHOR 1' x 2" CHANNEL TO I 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. 3-1/7 SLAB 2500 PSI CONC..64-1000 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER ' III CONCRETE `+' BEAM/HEADER LOW UPRIGHT TO BASE RIGHT TO BEAM DETAIL SCALE: 3" =1'-0" ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE 7 HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2"x2'OR2"x3'OR2"S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. Q 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' =1'-0" 1 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BCX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787.47T4 FAX: (388) 787 IPAGE3A-4 I ® NO OI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SECTION 3A EDGE BEAM l.k 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 W/ 10 x 1-1/2' S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS 1" MIN. TYPICAL & ALTERNATE CORNER DET SCALE: 3" =1' Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPUENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (366)767•4T74 FAX: (386) T67.6W6 ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES SIDE WALL HEADER ATTACHED TO 1" x 2" OPEN ACK 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 ANCHORS Q 6" FROM EACH POST AND 24" O.C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE r- PAGE COPYRIGHT 2004 3A"6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ki SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE -ROOF PANELS: 4)1/4' x 4" LAG BOLT$ W/ RISER PANELS ATTACHED PER 1-1/4" FENDER WASHER5PER . CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.Q ALONG 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 1-112" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR3"x2" 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.) TYPICAL UPRIGHT DETAIL 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) 767-4774 FAX: (386) 787 W I ® PAGE NOT TO REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A 7 I SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD d a A B SINGLE SPAN CANTILEVER UNIFORM• r 2 SPAN UNIFORM LOAD Z A B 1 OR SINGLE SPAN UNIFORM LOAD / t t 1-4 A B C D 3 SPAN UNIFORM LOAD A B C D E 4 SPAN NOTES: 1) 1 = 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 GIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA. FL 32121 TELEPHONE: (388) T87-4Tr4 FAX: ' (388) 767 `+f IPAGE3A-8 I ® IJOOI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 _ _ _ For 3 second wind gust Ions at 120 MPH vetoc"Y; u6i"M u"I'll lbutary Load W' o Purlin Spec n 03'" '-03" W-0" -04'" 5'.-0" 5%6 6'-0" 6'-6" 7'-0" Allowable Mel t W I Pending b' or deflection d' 44" 2" 2" x 0.0Hollow 08'' b8'-W b 7'-0' b 7'-1' b 6'-6' b 6'-5" b W-1" b 5'-11• b 5'-8' b 5'-6' b Z" x 2" x 0.055" o ow 9'-5" b 8'-9" b 8'-2' b 7'-9' b W-11- b 6'-8" b 6'-0" b 6'-2' b 5'-11' b 3" z 2" x 0.045" Hollow 10'-b' b 9'-7' b 8'-11• b 8'-6' b 8'-0' b 7'-8' b 7'-0' b 7'-1• b 6'-10' b 6'-7' b 3"' x 2" x 0.070" Hollow 17-1' d 11'-0' b 10'-0' b 10'-1" b 9'-7' b 9'-2' b 8'-9' b 8'-5' b 8'-1' b 7'-10' b b 2" x 3" x 0.045" Hollow 17-10- b 11'-11- b 11'-2 b 10'-6' b 9'-11' b 91-6" b 9'-1" b 8'-9' b 8'-5' b b 8'- 2' 9'- W b 2" x 4" x 0.050" Hollow 14'-11- b 13'-10- b 12'41- b 12'-2- b 11'-7' b 137T b 11'- 0' b 12'- 11" b 10'- 7' b1 12'- 5' b 1 W-2' b 11'- 11' b 9'- 9' 11'- 6' b 11'-1' b 2" x 4" x 0.046" S.M.B. 1 T-6' b 21'- 0' b 16'- W b 20'- 1- b 15'- 2- b 18'- 9' b 1 14'4- b 17'- 9' b 16'-10' b 16'-0' b 15'-0' b 14'-9- b 14'-2" b 13'-9" b 2" x 5" x 0.050" S.M.B. 2" x 6" x 0.050" S.M.B. 0 11—'b 22'-2- b 20'-9' b 19'-7' b 18'-7' b 17'-9- b 16'-11' b 16'-3- b 15'-8' b 15'-2' b 2" x 2" x 0.044" Snap1V-4' b 9'-7' b 8'-11' b 81-W b 7'-11" b 7'-7- b 7'-4 b 7'-0" b 6'-9' 2" x 3" x 0.045" Snap13'-3' b 12'3' b 11'-5' b 10'-9' b 10'' b 91-9' b 9'-4' b 8'-11' b 8'-8' b 2" x 4" x 0.045" Snap16'-2' b 14'-11' b 14'-0' b 13'-Y b 17.6- bi 11'41- b 11'-5- b 10'-11' Notes: 1. Above spans do not Include length of knee brace. Add horizontal dlatancs from upright to center of brace to beam connectlon to the above spans for total beam spans. 2. Spans may be Interpolated. - Lawrence E. Bennett, P.E. FL # 16644 cM & WGINEM - vEVaOPMENT CONSUL TANT P. O. BOX 214388, SOUTH DAYTONA. Ft. 32121 TELEPHONE: ( 385) 7874774 FAX: ( 386) 787.6556 PAGE COPYRIGNT 2004 3A- 24 NOT jO BEREPRODUCED IN WHOLE OR 1N PART WITHOU THE WRITTEN PER4115SION OF U1wRENCE E. BENNETT. P.E. SOLID ROOF PANEL PRODUCTS INDUSTRY STANDARD ROOF PANELS co w 12.00" 12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3" = 1'-0" 7 o I I o rc+ 12.00" 12" WIDE x 3" RISER- INTERLOCKING ROOF PANEL SCALE: 3" =1'-0" ITw 12.00" CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3" = 1'-0" TABLES SECTION 7 ALUMINUM SKIN E.P.S. CORE WI-- Z a SIDE CONNECTIONS VARY a o (DO NOT AFFECT SPANS) COMPOSITE ROOF PANEL rNNDUSTRY STANDARD] SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 3ZI21 TELEPHONE: (386) 767-4T74 FAX: (386) 767-65% I © COPYRIGHT 20" PAGE NOT TO B REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. IR7-1 I SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS 8 x 1/2" S.M.S. SPACED EXISTING TRUSS OR RAFTER -- @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS 10 x 1-1/2" S.M.S. OR WOOQ • 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 EXISTING HOST STRUCTURE SCALE: 31'-0" 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. ;•;iL': FOR WOOD USE #10 x 171/2" Z' S. M.S. OR WOOD SCREWS aQ':4'''•'.'. 12" O.C. — ROOF PANEL ROOF PANEL. TO WALL DETAIL E: 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 - 1231 130 140 150 8 1 #10 1 #12 1 12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214358,.SOUTH DAYTONA, FL 32121 TELEPHONE: ( 386) 767-4774 FAX: ( 388) 767-6M PAGE A Q COPYRIGHT 2004 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 a O O O O c'J tDO 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" i SECTION 7 r..... ELORME RO Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 Pwrl P oduO 1801 N.W. 64th Street TELEPHONE: (388) 767.4774 Ft. Lauderdale, FL 33309 FAX: (386) 787.65% 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 1 SOLID ROOF PANEL PRODUCTS R Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval OFL1049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. 01 DensityI i A YO A Wind Region v.~V raww.V 1 vro. v... Open Structures Mono -Sloped Roof Screen Rooms hed Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span M3 " span 4 sp 1j&23 pan 4 span 1&2 span 3 span 4 span 100 MPH 21'-4' 23'-10" 23'-0"2'-9" 21'-11' 16-1" 17'-9" 16'-3" 4'-0" 11 MPH 21'-4" 23'-10" 23'-0" 10'-11' 20'-2" 13'-9" 15'4" 14'-10" 4'-0" 120 MP 20'4" 22'-9" 21'-11" 19'-5" 18'-10" 12'-0" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1' 18'-11" 18'-3" 11'-8' 13'-8" 13'-2"- 4'-0" 130 MPH 18'-0" 20'-2- 19'-5" 15'-l' 17'-9" 16'-3" 1 V-1" 12'-11" 12'-6' 4'4" 140 MPH 12'-4" 13'-9- 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 111-6" 11'-1" 4'-3" 150 MPH 12'-4" IT-9- 13'-3" 12'-4' 13'-9" 13'-3' 9'-6- 10'-8" 10'-4" 1 T-11" Wind Region v Open Structures Mono -Sloped Roof Screen Rooms b Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 162 span 1 3 span 4 span 13Z span 3 span 4 span 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8' 25'-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11 27'-11' 27'-0- 21'-11- 24'-0' 23'-8" 16'-2" 19'-3- 181-8' 4'-0" 120 MPH 23'-10" 26'-8- 25'-9- 20.5- 22'-10- 22'-1- 14'-0" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11" 25'-7' 24'-9" 19'-10" 27-2. 21'-5' 14'-4" 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'-B' 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'$" 4'-0" 150 MPH 1 14'-5- 16'-2" 15'-7- 14'-5- 16'-2' 1 15'-7" 11'-2' 13'-2" 12'-9" 4'-0" A" v AR" .. n n9d" Danala Fnam rnra F P_S_ 81 nanaltV Wind Region Open Structures Mon o-Sloped Roof Screen Rooms Attached Covers Glass.a Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 span 3 span 4 span 132, span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 23'-V 26'-2" 25'-3" 22'-3" 24'-11' 24'-1" 17'-5' 19'-6' 18'-10' 4'-0" 110 MPH 23'-5" 26'-2' 25'-3- 20'-6- 22'-1I- 22'-2' 1 15'-1- 18'-0" 17'-5" 4'-0" 120 MPH 22'-3' 24'-11' 24'-1' 19'-l" 21'-4' 20'-7" 13'-9" 15'-4" 14'-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'-l" 21'-4' 17'-5" 1W-6" 18'-10" 12'-8" 14'-2' 13'-8' 4'-0" 140 MPH 13'-6" 15'-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'-6" 15'-l" 14'-7" 10'-5" 12'-4" 1 V-4" 4'-0" a" Y an- v n wm, Panala Fnnm Cnra F P N a7 nanally Wind Region Open Structures Mono -Sloped Roof Screen Rooms 3 Attached Covers Glass 3 Modular Rooms Enclosed Overhang / Cantilever All Roofs 1b2 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'-9" 2T-9' 20'-1' 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'-0- 120MPH 2 $ 8-9' 2 -9' 21- 1 24-7' 3-9' 15-1 19-1 18-5' 4'-0' 123 MPH 24'-W 2T-7' 26'-8' 21'-4' 23'-11' 23'-1' 15'-5' 18'-6' 17'-11" 4'-0" 130 MPH 22'-9" 25'-5' 24'-7" 20'-1' 22'-5' 21'-8" 14'-7" 17'-5" 15'-9" 4'-0" 140 MPH 15'-7" 17'-5' 1 16'-10- 15'-7' 17'-5' 16'-10' 13'-8" 15'-3" 1 14'-9" 4'-0" 150 MPH 15'-7- 1 T-6' 16'40- 15'-7' 17'S' 16'-10" 12.8" 14'-2" Ivvle: 1 alai raar panel what - room wxmal v wau what • Lawrence E. Bennett, P.E. FL # 16644 "'-"a ELME 2000' CIVIL ENGINEER-DEVELOPJI WCONSULTANT Elite Aluminum Corporation P.O. BOX 214388. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 787-4T74 Pa»I Pioducb 1801 N.W. 64th Street FAX: (386) 767.6M Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE COPYRIGHT 2004 7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 01c- c- PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 55, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: ALAN DELANO SHERIDAN ANA YOLANDA SHERIDAN LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION TRACT A COMMON AREA) 97.34' Z 11 Oil n 0 11 X 'O i i LOT 60 LOT 58 LOT 56 CID t LOT 59 LOT 57 rn D 11 W II11011 c tI 1 1111 11 II I Z j0 O NIO I Im11 A8 L CENTERUNE OF 139,43' 1/2" ROD AND CAP RIGHT OF WAY LB BB (03/07/06) NOTE: 25.33' N8 A-% 042. LOT 55 U o a- : o Z co). OD C50 m 0 CID 0' coo, 1"=30' GR Fj SCE 0 15 30 1 PI STOCKTON DRIVE 1 TRACT A COMMON AREA) RIGHT OF WAY VARIES R fm I 1 91>z 0> Nm Dv mN I I 9.0' DI IV ISWAY. v 1 S89'50'42"W 25.33' pt 1 SETON HALL COURT ITRACTA COMMON AREA) 63.64' RIGHT OF WAY 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 03-07-06. 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. ' HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 OD40 DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS 3 LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI JRVEYOR MAKES NO GUARANTEES AS TO THE ABOVE IFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR RIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON MINOLE COUNTY VERTICAL CONTROL AS FURNISHED. FIELD DATE:) 11-16-05 REVISED: SCALE' 1 * - 30 FEET APPROVED BY: SJ REVISE CERT 5-1-00 550 JOB NO. ASM48958-55 FINAL 3-7-00 CCB FORMBOARD 12-01-05 VH DRAWN BY: PLOT PLAN 5-02-05 DLC LEGEND FND 4o; IRON RODD CAP BUILDING SETBACK LINE FND NAIL AND DISC CENTERUNE LB #55 (03-07-06) RIGHT OF WAY LINE 0 SET 1 2' IRON ROD AND CAPEXISTINGELEVATIONLB06393 (03-07-06) A/C AIR CONDITIONER A DENOTES DELTA ANGLE 7 i CONCRETE P) PER PLAT PC DENOTES POINT OF CURVATURE C CHORD LENGTH PCC POINT OF COMPOUND CURVE C.B. CHORD BEARING PCP PERMANENT CONTROL POINT CBW CONCRETE BLOCK WALL PI DENOTES POINT OF INTERSECTION CNA CORNER NOT ACCESSIBLE PK PARKER KALON CP CONCRETE PAD POO POINT ON BOUNDARY CS CONCRETE SLAB POC POINT ON CURVE C/W CONCRETE WALK POI. POINT ON LINE FZNI.A.FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PRM PERMANENT REFERENCE MONUMENT ID IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER L ARC LENGTH PT DENOTES POINT OF TANGENCY LB LICENSED BUSINESS RP RADIUS LS LICENSED SURVEYOR S/S/ W POINT SIDEWALKM) OHU MEASURED OVERHEAD UTILITY LINE TYPICAL ,,.,. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBj5393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. III FOR THE FIRM Y ALES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 55, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: ALAN DELANO SHERIDAN ANA YOLANDA SHERIDAN ILANDAMERICAGULFATLANTICTITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC 30' LAWYERS TITLE INSURANCE CORPORATION I GRAPHIC SCALE TRACT A O 15 30 1 COMMON AREA) PI 25,33' STOCKTON DRIVE N89 50 42 I TRACT A 97.34'_ (COMMON AREA) I i LOT 55 _ INg1T OF WAY VARIES I i U PA110 QiZ I I ' 7.0' Em Z <QiN O ii 00 Oil O oy Z i l LOT 60 LOT 55 LOT 56 OZ y LOT 59 LOT 57 ;v0 W Ord ' . --4 in I 1cIi'» OD Nlvlv . O 11 . O O I I 8.3' 4 7.0' I n I.0'' / W 97_34' z WIo10 iIc:w c S89'50'42"W Q s m 25.33 NON 42-WPc rq 8 N POB/_ 589SO'_--_-_-_- l- IF-' 139.43' ^ CENTERLINEL, I (D AND CA RIGHT OF WAY PI SETON HALL COURT TRACT A I COMMON AREA) 83. B4' RIGHT OF WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIESHAVEBEENNOTEDONTHEFIND t 2' IRON ROD AND CAP SURVEY, IF ANY. ® LB 0 93 (03-07-00) BUILDING SETBACK LINE FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE — CENTERLINE LB 058 (03-07-00) SET/ FOUND ON 03-07-06, UNLESS OTHERWISE — — RIGHT OF WAY LINE SET 1 /2- IRON ROD AND CAP SHOWN. EXISTING ELEVATION 0 LB /8393 (03-07-06) A/ C AIR CONDITIONER & DENOTES DELTA ANGLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE :'•:.;, ' CONCRETE (P) PER PLAT LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF c CHORD LENGTH PC DEN070 POINT OF CURVATURE PCC POINT OF COMPOUND CURVE WAY, RESTRICTIONS OF RECORD WHICH MAY C.B. CHORD BEARING PCP PERMANENT CONTROL POINT AFFECT THE TITLE OR USE OF THE LAND. COW CONCRETE BLOCK WALL PI DENOTES POINT OF INTERSECTION CNA CORNER NOT ACCESSIBLE PK PARKER KALON CID CONCRETE PAD POO POINT ON BOUNDARY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN CS CONCRETE SLAB POC POINT ON CURVE C/ W CONCRETE WALK POL POINT ON LINE LOCATEDEXCEPTASSHOWN. F.E.M. A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PRM PERMANENT REFERENCE MONUMENT 5. BUILDING TIES SHOWN HEREON ARE TO ID IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER UNFINISHED FORMBOARD/FOUNDATION AND ARE L ARC LENGTH Pr DENOTES POINT OF TANGENCY LB S LICENSED BUSINESS RP RADIUS POINT NOTTOBEUSEDTORECONSTRUCTTHE LICENSED SURVEYOR s/W SIDEWALK BOUNDARYLINES. (M) MEASURED TVP SIDE AL OHUOVERHEADUTILITYLINE _._ HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 DATED 401AND FOUND THE SUBJECT LOODRLE12NE X. 7/95 REA UIDE THE 100 YEAR FLOOD PWN.THI JRVEYOR MAKESNOGUARANTEESASTOTHEABOVEFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR MRCATION. ELEVATIONS SHOWN HEREON ARE BASED ON MINOLE COUNTY VERTICAL CONTROL AS FURNISHED. FIELD DATE:) 11-16-05 SCALE. 1" - 30 FEET APPROVED BY: SJ THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM48958-55 DRAWN BY: 5-1- 06 SSO I I AMERIC KI CKB GERTIFICAI 12-01- 05 VH 1030 1-02- 05 DLC I FOR THE FIRM JAY ALES PSM &4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 56, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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).' FOR THE BENEFIT AND EXCLUSIVE USE OF: ROGERIO ROSA REZENDE PAULA ANDREA PINZON LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC TRACT A LAWYERS TITLE INSURANCE CORPORATION COMMON AREA) I it II Z 11 0 II Oil c;u Dii r LOT 60 LOT 58 n A LOT 59 LOT 57 L D J 11 PDI o : II1111 II ALI _ _ 79.34' I IZ tIDow: NIU 18.00' N89'50'42"E I 1 PI 1 1 I 1"-30' GR PHIF SCALE015 30 STOCKTON DRIVE TRACT A COMMON AREA) RIGHT OF WAY VARIES 1 O 1 10 v 0 OD W v) LOT o 55 C3 I a O 0 14 PD i QIsDZ OD IL A 0 ITN i f7D OD i!-4 COVERED50ENTRY m OD ID S Dv Ic 23.33' I I WA + I4 S89'50 42 W 18.00' s I Im1 i I IA6• POBA- . 41 _ _ _ - _ 589 3YW CENTERUNE OF 139.43' 1/ 2" ROD AND CAP RIGHT OF WAY IL/2 03/07/06) SETON HALL COURT TRACT A COMMON AREA) 03. 84' RIGHT OF WAY 1 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 03-07-06, 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. HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS D UE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI URVEYOR MAKES NO GUARANTEES AS TO THE ABOVE IFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR ERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON EMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. FIELD DATE:) 11-16-05 REVISED: SCALE' I" - 30 FEET APPROVED BY. SJ REVISE CERT 4-27-08 SS JOB NO. ASM48958-56 FINAL 3-7-00 CKS FORMBOARD 12-01-05 VH DRAWN BY: FIAT PLAN 6-02-05 DLC I I,, i Ego PC g PS I I LEGEND I BUILDING SETBACK LINE CENTERUNE 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 ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE FND LLD06393 (03N-07--00) D CAP QFND NAIL AND DISC LB066 (03-07-00) SET 1 IRON ROD D CM LB 393 (03-07-06) 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 POO POINT ON BOUNDARY POC POINT ON CURVE POL POINT ON LINE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS S/ W SRP IDEALKgNTTYP TYPICAL UP UTILITY PAD THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A'FLORIDA LICENSED SURVEYOR AND MAPPER. 0 I I I FOR THE FIRM DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 56, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF. SEMINOLE COUNTY, FLORIDA. 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: ROCERIO ROSA REZENDE PAULA ANDREA PINZON LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE. LLC TRACT A LAWYERS TITLE INSURANCE CORPORATION ( COMMON AREA) A---------------- -- 79.34' LOT 60 LOT 58 LOT 59 W io 1/i ROD AND CAPlB/66 (03/07/06) NOTE: LOT 57 18.00' gN89'50'42"E PA 'PUP 1 I NI 15.9 ODRI1]2 3Wif 0 1 O LOT 55 p gOD OD 6mOD OD 1 1"=30. GR^C SCALE 0 15 30 PI STOCKTON DRIVE TRACT A 1 COMMON AREA) RIGHT OF WAY VARIES I Iy 2 --qc) I SRIC>Z f RC)> Nla Im av 1 1 79. 34' URI rr - WAY: S89' 50'42"W 1 18. 00' PC Ni 8N SB9' 5o'42•W u CENTERLINE OF 139.4S----------- 1^ RIGHT OF WAY PI SETON HALL COURT TRACT A I COMMON AREA) 63. 64' RIGHT OF WAY 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 03-07-06, 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. HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI 1RVEYOR MAKES NO GUARANTEES AS TO THE ABOVE FORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR RIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON MINGLE COUNTY VERTICAL CONTROL AS FURNISHED. FIELD DATE:) 11-16-05 REVISED: SCALE: 1' a 30 FEET APPROVED BY, SJ REVISE CERT JOB NO. ASM48958-56 FINAL 3-7-1 FORMBOARD DRAWN BY: PLOT PLAIT I LEGEND BUILDING SETBACK LINE CENTERUNE RIGHT OF WAY UNE EXISTING ELEVATION A/ C AIR CONDITIONER M3 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 ID D IDEENIFICAT01 L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED 27- 06 sso AMERICAN SURVEYING & MAPPING CKB CERTIFICATION OF AUTHORIZATION NUMBER L9#6393 01- 05 VH 1030 N. ORLANDO AVENUE. SUITE B IWINTERPARK. FLORIDA P) PC PCCPCP PI PKPOO POCPOL PRC PRMPSM PT RRP S/ W TYP FND 1 IRON ROD AND CAP LB 0393 (03-07-06) FND NAIL AND DISC LB % 66 (03-07-05) LB 1393 (0 T-07DOA[dD CAP DENOTES DELTA ANGLE) PER PLAT DENOTES POINT OF CURVATURE POINT OF COMPOUND CARVE POINT OF REVERSE CURVATURE THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. G FOR THE FIRM JAMES JAY JILES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 57, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: MIKEL BRADON GARRETT JESSICA DAWN GARRETT LANDAMERICA GULFATLAN71C TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION LOT 58 j LOT 59 11 o 1 IZ10 1 (,I D1V Nj0 1u Im1 TRACT A COMMON AREA) 18.00' N89'50142"E LOT 57 Z is V o vb 40 \ q OD CC COVEREDr;ry I S09TV42'W CENTERLINE 1/2 ROD AND CAP lB/5B (03/07/06) RIGHT OF WAY SETON HALL COURT TRACT A COMMON AREA) 03.84' RIGHT OF WAY 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 03-07-06, 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 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FORVERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. FIELD DATE:) 11-16-05 SCALE: I' - 30 FEET APPROVED BY: SJ I I I I I 1 1"=30' GRAPHIC SCALE 0 15 30 STOCKTON DRIVE TRACT A COMMON AREA) RIGHT OF WAY VARIES C0 JIi LEGEND FND 1/ * IRON OD D CAP LB 05393 BUILDING SETBACK LINE FND NAIL AND DISC CENTERLINE LEI011115 (03-07-05) RIGHT OF WAY LINE 0 SET 1 /2 IRON ROD AND CAP' EXISTINGELEVATIONLB05393 (03-07-00) A/ C AIR CONDITIONER A DENOTES DELTA ANGLE CONCRETE P) PER PLAT PC DENOTES POINT OF CURVATURE C CHORD LENGTH PCC POINT OF COMPOUND CURVE C.B. CHORD BEARING PCP PERMANENT CONTROL POINT CBW CONCRETE BLOCK WALL PI DENOTES POINT OF INTERSECTIO CNA CORNER NOT ACCESSIBLE PK PARKER KALON CP CONCRETE PAD POB POINT ON BOUNDARY CS CONCRETE SLAB POC POINT ON CURVE C/ W CONCRETE WALK POL POINT ON LINE F. E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE C11 FND IDFOUND IDENTIFICATION PRM PSMPERMANENT REFERENCE MONUY PROFESSIONALSURVEYORANDL ARC LENGTH PT M070 POINT OF TANOENCY LB LICENSED BUSINESS RP RADIUS LSM) LICENSED SURVEYOR MEASURED S/W POINT SIDEWALK OHU OVERHEAD UTILITY LINE 7YP MnLu--.- THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. r FOR I ' THE FIRM DATE JOB NO. ASM413958-57 DRAWN BY: REVISE CERT 5-1-05 SSO VH AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB/8393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA JAM PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 57, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: MIKEL BRADON GARRETT JESSICA DAWN GARRETT LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION Z iI Q 11 O C) g D 11 i () ODi LOT 60 LOT 58 D LOT 59 PD O11 11111111 111 1 IZ101L410 tplV lo I sIm1 TRACT A COMMON AREA) 18.00' N89'50'42"E c Y . O O OD LOT 56 COVERED 00 LOT 554OD q . co 1*i Rf 1 h n I U 1 12. 0' io 9. 0'. 43.33' IfRIH 1 POB _ _ SB9 SO'42'_W_ _ _ _ _ _ CENTERUNE OF 139,43' LB; OD AND/06 RICHT of WAY SETON HALL COURT TRACT A COMMON AREA) 83. 84' RIGHT OF WAY 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 03-07-06, 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. HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS D LIE IN ZONE X, AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI URVEYORMAKESNOGUARANTEESASTOTHEABOVEIFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR MIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON DANDLE COUNTY VERTICAL CONTROL AS FURNISHED. m me nta1,N T UNE OF LOT 57 IEING Na0918 W. PER PLAT. FIELD DATE:) 11-16-05 r SCALE' 1" v 30 FEET APPROVED BY, Si I 1"= 30' I GRAPHIC SCALE 1 0 15 31 PI STOCKTON DRIVE TRACT A COMMON AREA) RIGHT OF WAY VARIES 1 I I IW 1 Qi c y Z 1> 1 i D I H LEGEND 3 ON R7CAP IFBDie3 APD BUILDING SETBACK LINE FND NAIL AND DISC CENTERUNE LB 068 (03-D7-06) RIGHT OF WAY LINE SET 1 2 IRON ROD AND CAP EXISTING ELEVATION LB %6393 (03-07-08) A/ C AIR CONDITIONER DENOTES DELTA ANGLE CONCRETE P) PER PLAT PC DENOTES POINT OF CURVATURE C CHORD LENGTH PCC POINT OF COMPOUND CURVE C.B. CHORD BEARING PCP PERMANENT CONTROL POINT COW CONCRETE BLOCK WALL PI DENOTES POINT OF INTERSECTION CNA CORNER NOT ACCESSIBLE PK PARKER KALON CP CONCRETE PAID POO POINT ON BOUNDARY CS CONCRETE SLAB POC POINT ON CURVE C/ W CONCRETE WALL( POL POINT ON LINE F. E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CURVATURE FND IDFOUND IDENTIFICATION PRM PSMPERMANENT REFERENCE MONUMENT PROFESSIONALSURVEYORANDMAPPERLARCLENGTHPTDENOTESPOINTOFTANGENCYLB LICENSED BUSINESS R RADIUS LS M) LICENSED SURVEYOR MEASURED RP S/W RADIUS POINT SIDEWALKOHU OVERHEAD UTILITY LINE r... THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. CERT JOB NO. ASM48958-57 IFINAL 3-7-M CKO FORMBOARD 12-01-03 DRAWN BY: lm, m .., . N. FOR THE FIRM JAY ALES PSM #4997DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 58, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: JON CONGA UVESAY USAMARIE BRIGNONI LANDAMERICA CULFATLANTIC TITLE I PHC TITLE CORPORATION 1" = 30, PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION I A T SCALEI015 30 TRACT A COMMON AREA) 18.00' STOCKTON DRIVE N89'50'42"E 1 TRACT A 81.33----- ------ -- I (COMMON AREA) RIGHT OF WAY VARIESLOT58 SCREEN I I EN P I I PATIO ..:F•• x .. IZii te.o N OII i0 O ii Z 1 ' b oDiiLOT60VId 1 O i I $ N g n Co ; l o;, 4. v ccu: LOT 57 LOT 55 I LOT 59 Fill o t LLD { "0 O iLOT56I m I o f DZ gnD s j j j oD 11 m I-4CO TRYc) • EN ° I o a o I M i 1 11 11II n 12.0' 11111 81.33' RIVEjZI ct w'o S89 50'42"W 1 QDIv 18.00' vI ulun 1 1gpNG q p O N d I 36 POB PC 7 aFJ $ NG 1/2 ROD AND CA RIGHT OF WAY PI LB/65 (03/07/06 SETON HALL COURT ITRACTA COMMON AREA) 63.84' RIGHT OF WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELDVERIFIED AND ANY INCONSISTENCIES LEGEND 2- HAVE BEEN NOTED ON THE FND 1 IRON ROD AND CAP LBSURVEY, IF ANY. 6393 (03-07-06) BUILDING SETBACK LINE FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE CENTERLINE LB /6B (03-07-06) SET/FOUND ON 03-07-06, UNLESS OTHERWISE RIGHT OF WAY LINE SET 1/2 IRON ROD AND CAP SHOWN. EXISTING ELEVATION LBLB f5393 (03-07-05) A/C AIR CONDITIONER DENOTES DELTA ANGLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE CONCRETE P) PER PLAT LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF C CHORD LENGTH POINT OFPCCPOINTOrCOMPOUND CURVE CURVATURE WAY, RESTRICTIONS OF RECORD WHICH MAY C.B. CHORD BEARING T CONTROLCONEOINTWAFFECTTHETITLEORUSEOFTHELAND. CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE DENOTES POINTOF NT N PK PARKER K 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN CP CONCRETE PAD CS CONCRETE SLAB PO POINT ON BOUNDARY POPOINT ON CURVE LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK POL POINT ON LINE F.E. M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CURVATURE 5. BUILDING TIES SHOWN HEREON ARE TO FND FOUND ID IDENTIFICATION PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER UNFINISHED FORMBOARD/ FOUNDATION AND ARE L ARC LENGTH LB LICENSED BUSINESS PT DENOTES POINT OF TANGENCY ' RP RADIUS TO BEUSEDTORECONSTRUCTTHELSLICENSEDSURVEYORPOINTS/SIDE SIDEWALK S/ SIDEBOUNDARYLINES. M) MEASURED OHU OVERHEAD UTILITY LINE AL e... HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 DATED 4/ 17/95 AND FOUND THE SUBJECT PROPERTY APPEARS LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI JRVEYOR MAKES NO GUARANTEES AS TO THE ABOVE FORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR ERIFICAMON. ELEVATIONS SHOWN HEREON ARE BASED ON EMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. FIELD DATE:) 11-16-05 REVISED. SCALE: 1 " - 30 FEET APPROVED BY: SJ REVISE CERT 4-27-06 550 JOB NO, ASM4895B-58 FINAL 3-7-00 CKB FORMBOARD 12- 01-05 VH DRAWN BY: mnT 01.0 -.. 1030 N. B THIS IS A BOUNDARY SURVEY NOT VAUD WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. i! FOR THE FIRM JAMES JAY JILES PSM 44997DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 58, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: JON CONDA LIVESAY USAMARIE BRIGNONI LANDAMERICA CULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION TRACT A COMMON AREA) 18.00' o N89"50'42"E 43=-------- ------------ 81---------------- LOT 58 1I ENC O y.13.3' P 1 1 PATIO .. u; • Z 1e.o C) II I -COVERED D i i LOT 60 v p OD p 4 LOT 57 LOnOo LOT 59 p 0ODLOT 56d r*O OII 11 U n 120' I11 43.34'- 1 15 Z to WAXY' IOU S89 50'42"W Nj0 18.00' 1 ImI CENTERLINE OF 139,43' 1/2" ROD AND CAP LB/68 (03/07/06) RIGHT OF WAY SETON HALL COURT TRACT A COMMON AREA) 53.04' RIGHT OF WAY 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 03-07-06, 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. HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS 3 LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI JRVEYOR MAKES NO GUARANTEES AS TO THE ABOVE IFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR JiIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON EMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. vn 111t WtJI KLT LINE OF LOT 58 BEING N000918' W._ PER PLAT. FIELD DATE.) 11-16- 05IREMSESCALE: 1 30 FEET APPROVED BY: RT F27-00 SS JOB NO. ASM48955-58-05 CKB FORMBOARD 12-01-05 VH DRAWN BY: PLOT PLAN 6-02-03 OLC 1" = 30' I9APHICr S GALE 0 15 30 STOCKTON DRIVE 1 TRACT A COMMON AREA) RIGHT OF WAY VARIES 1 O I O cOD I V! OD I 4 j'H- m I gcyZ OD av LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CNORD BEARING COW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBI CP CONCRETE PAD C5 CONCRETE SLAB C/W CONCRETE WALK F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L000393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA FND 1 ' IRON ROD D CAP LB 05 93 (03-07-066 QFND NAIL AND DISCLB068 (03-D7-06) LB 15393'(03-07ROND06)D CAP 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 POO WNTON BOUNDARY POC POINT ON CURVE POL POINT ON LINE 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 THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLOMDA LICENSED SURVEYOR AND MAPPER. iB oG FOR THE FIRM JAMES JAY ALES PSM #4997DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 59, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: MEETA PATEL LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE. LLC LAWYERS TITLE INSURANCE CORPORATION 18.00' N89'50'42"Eo LOT 60 LOT V) 0 o'i 0ODO gO D0 m Z WAY"' N S89'50'42"W NIA 18.00 1 ImII POB CENTERLINE OF RIGHT OF WAYLB/6B (03/07/06) NOTE: TRACT A COMMON AREA) II I1 LOT 58 LOT 56 LOT 57 LOT 55 79.33_ SB930'42'W 139,43'_-----_-- SETON HALL COURT TRACT A COMMON AREA) 5&64' RIGHT OF WAY 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 03-07-06. 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. HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS D LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI JRVEYOR MAKES NO GUARANTEES AS TO THE ABOVE IFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR ERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON EMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. 59 FIELD DATE:) 11-16-05 SCALE: 1' - 30 FEET APPROVED BY: SJ n 0 O V C3 OD to O OzoD m 1"-30' GRAPHIC SCALE 0 15 30 PI ------- STOCKTON DRIVE TRACT A I 1 COMMON AREA) RIGHT OF WAY VARIES I 1 1 to y z D D cp I 1 I LEGEND FND 1129J IRON AND CAPGROD BUILDING SETBACK LINE Q FND NAIL AND DISCCENTERUNELB058 (03-07-06) RIGHT OF WAY LINE 0 SET 1/2 IRON ROD AND CAPEXISTINGELEVATIONLB00393 (03-07-05) A/C AIR CONDITIONER A DENOTES DELTA ANGLE CONCRETE P) PER PLAT PC DENOTES POINT OF CURVATURE C CHORD LENGTH PCC POINT OF COMPOUND CURVE C.B. CHORD BEARING PCP PERMANENT CONTROL POINT CBW CONCRETE BLOCK WALL PI DENOTES POINT OF INTERSECTION CNA CORNER NOT ACCESSIBLE PK pqCPCONCRETEPADPOD TpN BWNDARY CS CONCRETE SLAB POD POINT ON CURVE C/W CONCRETE WALK POL POINT ON LINE F.E.M. A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PRM PERMANENT REFERENCE MONUMENT ID IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER L ARC LENGTH PT DENOTES POINT OF TANGENCY LB LICENSED BUSINESS RP RADIUSLSLICENSEDSURVEYORS/W POINT SIDEWALKM) OHU MEASURED OVERHEAD UTILITY LINE TYP TwPICAI..... REVISE CERT 4-z7-05 sm AMERICAI JOB NO, ASM48958-59 IFINAL 3-7-06 CKS CERTIFICATIO1 FORMSOARD 12-01-OS VH 1030 N. DRAWN BY: m nT m I ._. ; 021 ...... M B THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. l zBloG FOR THE FIRM AMES JAY ALES PSM #4997DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 59, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: MEETA PATEL LANDAMERICA CULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION Z g> vo I OD rn p t l CD TRACT A 18.00' ( COMMON AREA) N89'50'42"Eo 79.3 LOT 59 1" 30' GRAPHIC SCE 0 15 30 STOCKTON DRIVE TRACT A COMMON AREA) RIGHT OF WAY VARIES Fo LOT 60 1 IZ v o N p v IN LOT 58 LOT 56 v ' U) 2-; > OD o m LOT 57 LOT 55 I 2 Z nD DD CDO IOD s COVERED6.0' r= 1T1 I; o 1 if D0 rnENTRY r TM 1 Ii 1 S m n n f V 12.0' A I 1 1 I1 79.33' — — EA 16 S89"50'42"WfD1v i0 118.00, M im 5 CENTERLINE OF 139.43' 1/ 2" ROD AND CAP RIGHT OF WAY LB/ 68 (03/07/06) SETON HALL COURT TRACT A COMMON AREA) 63. 84' RIGHT OF WAY 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 03-07-06, 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 4/17 95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI 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 FURNISHED. 59 FIELD DATE:) 11-16-05 SCALE: 1" — 30 FEET APPROVED BY: SJ JOB NO, ASM48958-59 DRAWN BY: SSO FINAL 3-7-06 CKB FORMBOARD 12-01-05 VH LEGEND FND 1, 2' (u N ROD—o8D CAP BUILDING SETBACK LINE Q FND NAIL AND DISC CENTERUNELB #68 (03-07-05) RIGHT OF WAY LINE SET 1 /2 IRON ROD AND CAP EXISTING ELEVATION LB 15393 (03-07-05) A/ C AIR CONDITIONER DENOTES DELTA ANGLE CONCRETE PER PLAT PC DENOTES POINT OF CURVATURE C CHORD LENGTH PCC POINT OF COMPOUND CURVE C. B. CHORD BEARING PCP PERMANENT CONTROL POINT COW CONCRETE BLOCK WALL PI DENOTES POINT OF INTERSECTION CNA CORNER NOT ACCESSIBLE FoB pOIN CPCONCRETEPADON BOIONDARY CS CONCRETE SUB POC POINT ON CURVE C/ W CONCRETE WALK POL POINT ON LINE F. E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PRM PERMANENT REFERENCE MONUMENT ID IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER LENGTH T. RADIU55 POINT OF TANGENCY LBLIRCENSEDBUSINESSRCLS LICENSED SURVEYOR RP S/ W RADIUS POINT SIDEWALK M) OHU MEASURED OVERHEAD UTILITY LINE TYP..... N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LES Z8% G FOR THEFIRM DATE AS RECORDED IN PLAT BOOK NOTE: THE FINISHED FLOOR ELEVATION OF STRUCTURE MEETS OR EXCEEDS TH THE REQUIREMENTS SET FORTH IN CITY OF SANFORD CODE CHAPTER FOR THE BENEFIT AND EXCLUSIVE USE OF: MARY JO WANTLAND JOHN P KOZLOSKI LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION 25.33' N8 '50'42"E LOT 60 c r¢ P ED PATIO R O I I „ NO Z 0 Co O 0 OD o sy O OD CAN It: o O m 7.W I Z .. .. ct w;w S89'50'42"W N;o 25.33' 1/2' ROD AND CAP lB/6B (03/07/DS) NOTE: PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 60, REGENCY OAKS UNIT ONE 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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 03-07-06, UNLESS OTHERN! SHOWN. SEC. 6-7(A). TRACT A COMMON AREA) 59 LOT 57 LOT 55 LOT 58 LOT 56 97.34' I 1 N I O ' O IOOD c0 O 'y 8 OD NISI a : o r Im I 1"=30' GRAP C SCALE 0 15 31 STOCKTON DRIVE TRACT A COMMON AREA) RIGHT OF WAY VARIES N gam- r>Z I Qyg,N Q N4pS Nui S59W42*W 139.43.----------- ri PI fON HALL COURT TRACT A I COMMON AREA) 63.5C RIGHT OF WAY 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. HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS D LIE IN ZONE X, AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI URVEYOR MAKES NO GUARANTEES AS TO THE ABOVE IFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR ERIFICA710N. ELEVATIONS SHOWN HEREON ARE BASED ON EMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. FIELD DATE:) 11-16-05 SCALE. 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM459513-60 DRAWN BY. LEGEND BUILDING SETBACK LINE CENTERUNE 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 CSC/W CONCCRREETE SWKAB F.E M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE FND 1 2'IRON ROD AND CAP LB 10393 (03-07-00) QFND NAIL AND DISCLB065 (03-07-05) 0 SET 1 2 IRON ROD AND CAPLB #5393 (03-07-00) 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 POO POINT ON BOUNDARY POC POINT ON CURVE PGL POINT ON LINE 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 THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. m D. CQtT 4-27-00 SSO I AMERICAN SURVEYING & MAPPING TME1-7-05 CKB CERTIFICATION OF AUTHORIZATION NUMBER LB#5393 FIRMIARD12-01-05 VH IOWN. ORLANDO AVENUE. SUITE B 8R4o)'7LAN0-02-05 DLC 3279(426-799 JAMES JAY JILES PSM A4997DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 60, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: MARY JO WANTLAND JOHN P KOZLOSKI LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION I 1" = 30 GRAPHIC SCALE I 0 15 31 TRACT A P1 __--_---_- 25.33' ( COMMON AREA) STOCKTON DRIVE N89'50'42"E 1 TRACT A LOT 6O 97_34_ I (COMMON AREA) RIGHT OF WAY VARIES 1I u •y13.3 1Io :• p IID5.37REE EP OOpEO t I I Ia1 I T- Ij Z i V) ; N , N gn -j 0 I "` fi> p v LOT 59 LOT 57 LOT 55 o v $ D 1 0R. OD LOT 58 LOT 56 ; o +I yZ 1 s , < OD OD t I R 9 D 0lII17.0' • 'I ' I n II I -12.0' 1 97.34' I DRIVE w;w S89`50'42"W N 25.33' I Y N1Cj jm No'JK I O POB _ CENTERLINE OF 139.43' m 1/2' ROD AND CAP RIGHT OF WAYAll (03/07/06) SETON HALL COURT 1 TRACT A I COMMON AREA) 63.aW RIGHT OF WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY z" IRONLEGENDFND, 193 IRON ARooAND CAPINCONSISTENCIESHAVEBEENNOTEDONTHE ® LB /6 SURVEY, IF ANY. _ . _ . _ . _ BUILDING SETBACK LINE FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE — CENTERLINE i LB 05 (03-07-05) SET/FOUND ON 03-07-06, UNLESS OTHERWISE — — 4 RIGHT OF WAY LINE SET 1 2- IRON ROD AND CAP SHOWN. EXISTING ELEVATION ® LB #5393 (03-07-06) A/C AIR CONDITIONER A DENOTES DELTA ANGLE P) PER PLAT3. THE SURVEYOR HAS NOT ABSTRACTED THE CONCRETE PC DENOTES POINT OF CURVATURE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF C CHORD LENGTH PCC POINT OF COMPOUND CURVE WAY, RESTRICTIONS OF RECORD WHICH MAY C.B. CHORD BEARING PCP PERMANENT CONTROL POINT CBW CONCRETE BLOCK WALL PI DENOTES POINT OF INTERSECTION AFFECT THE TITLE OR USE OF THE LAND. CNA CORNER NOT ACCESSIBLE PK PARKER KALON CP CONCRETE PAD POO POINT ON BOUNDARY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN C S/W CONCRETE SLAB POC POINT ON CURVE LOCATED EXCEPT AS SHOWN. F CONCRETE WALK POL POINTLINE E. M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES PgNi OF REVERSE CURVATURE FND FOUND PRM PERMANENT REFERENCE MONUMENT 5. BUILDING TIES SHOWN HEREON ARE TO ID IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER L ARC LENGTH PT DENOTES POINT OF TANGENCY UNFINISHED FORMBOARD/FOUNDATION AND ARE LB LICENSED BUSINESS RP RADIUS POINT NOTTOBEUSEDTORECONSTRUCTTHELsLICENSEDSURVEYORS/ W SIDEWALK BOUNDARY LINES. (M) MEASURED TYP TYPICAL OHU OVERHEAD UTILITY LINE „D I1e117v DAn HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS UE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THI JRVEYOR MAKES NO GUARANTEES AS TO THE ABOVE FORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR RIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON AINOLE COUNTY VERTICAL CONTROL AS FURNISHED. ON THE WESTERLY LINE FIELD DATE:) 11-16-05 SCALE: 1" = 30 FEET APPROVED BY: SJ JOB N0. ASM48955-60 DRAWN BY: E 12- 01-05 VH 1030 6- 02-05 DLC B THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. r f ' 7' V6 FOR THE FIRM JAMES JAY DATE