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HomeMy WebLinkAbout2411-2461 Stockton DrRECEIVED CITY OF SANFORD PERMIT APPLICATION q Permit # t, s _K/1- DateJou I q % JAN N0 2006 Job Address: 131d 5 1?eper4 yoaks aU I I — o 4bl 5f'ndc4on L>f • (1 36 Description of Work:1Sc iten enckcsLI- .) Historic District: Zoning: Value of Work: $ 2'3 7 `i • 00 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 Ca1c. 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 q: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: LMcl PS Giol u htl Cknd .1 . r0dandO. L Phone: b-7-Qq 1 • 2-7) ) Contractor Name & Address: 1/ ir ii cLL( C-)-C12i0 State LicenseNumber: Ry C) C)-3 q qui- Phone & Fax: - x;I Contact Person: --T 1 rn Tn f re \I Phone: L10-7• Lj (, ? • C Bonding Company: - IL j t_ Address: Mortgage Lender: n Ci Address: Architect/ Engineer: ri C1 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, I 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 requ• a t'ss oFlorida Liya Law, FS 713. Signature of Owner/Agent Date rgna re of o for/Agent D to i Sene7- Print Owner/ Agent's Name Print aofN A ent' s N e Signature of Notary -State of Florida Date `Sig a'ture otary-State of Florida Owner/Agent is _ Persona Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: efh &%dotsRMoft 1$ 334Q 111397 rM 16 i • aAMLZNtr • .1 I hereby name and appond Of A U to be my lawful attorney r StLArbinfacttoactformeandapplyto for a Sc P-earl { n c CS 1, l Y 1rn.c permit for work to be perfarmed at a location described as: Section Township Range Lot 3I — EG Block subdivision .Rf Q.Q n ry Oak S Wck n IDn"ve-z AddressbfJob) 1b1yU' eIQ.hG d . rl 3a881 owner of PrOWW andAddress) and to si m name and do all ' y tQthis a ppointo. U.cl vrCM6 R Sen-eW *RY oo 0i y ( or Print y6f Od cott 2WW and I Sm #) sworn to and wed befam me this Notary Pubbc, State of Fbm& MW I' mNA't--i ON C'1i+ BAABAAA J. FOLMR MY COMMISSION i DO =130 EXPIAE9: Auoust 23, W knm 11w wary Ow -IC W"M m" uec. 1. 1vu) 1: Dorm rug t r nvmro Rcucii r T vnR%) Irv. ; j47 c 1 Building 1 Lot # 1 Street Address Street Name 1 2011 Stockton Drive 2 2021 Stockton Drive 3 2031 Stockton Drive 4 2041 Stockton Drive 5 1 2051 Stockton Drive 6 11 2061 Stockton Drive i I Building # 3 Lot # Street Address Street Name 15 2211 Stockton Drive 16 2221 Stockton Drive 17 2231 Stockton Drive 18 2241 Stockton Drive 19 2251 Stockton Drnre 20 1 2261 Stockton Drive 21 i 2271 Stockton Drive 22 Mir. rive- ShMMQI3j Building # 5 - r" r Permit # 05-3696 Lot # Street Address Street Name 31— 2411 Stockton Drive f 32 2421 Stockton Drive 33_.. 2431 __ Stockton.Drive 34 2441 Stockton 59 35 2451 Stockton Drive. 36 2461 Stockton Drive l Building # 7 Permit # 05-375 Lot # Street Address Street Name 43 1111 Loyola Court 44 1121 Loyola Court 45 1131 Loyola Court 46 1141 Loyola Court 47 Loyola Court 48 1161 Loyola Court 3 Building # 2 Lot 0 Street Address Street 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 # 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 2361 Stockton Drive 29, 2371 Stockton Drive 30 2381 Stockton Drive Building # 6 Perm t # 06-378 Lot # Street Address Street Name 37 2511 Stockton Drive 38 2521 Stockton Drive 39 2531 Stockton Drive 40 2541 Stockton Drive 41 2551 Stockton Drive 42 2561 Stockton Drive Building # 8 Permit # 06-374 Lot # Street Address Street Name 49 1160 La ola Court 60 1160 L ola Court 51 1140 Loyola Court 52 1130 Loyola Court 53 1120 Loyola Court 54 1110 Loyola Court SCREEN, ACRYLIC & VINYL ROOMS I INTERIOR BEAM (SEE TABLES 3A.1.3) H ' I s q 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 i- 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 214358. SOUTH DAYTON& FL 32121 TELEPHONE: (386) 78T-4T74 FAX: (386) 787-6= PAGE COPYRIGHT 2M 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 8 VINYL ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/20 S.M.S. INTO SCREW BOSS 2) #10 x 1 1/2" S. M. S. INfU .. 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 ALTERNATE UP 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 BEAM/HEADER 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 PRIGHT TO BASE AND TO BEAM DETAIL W =1'-0" 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 FIBER MESH x 2" EXTRUSION VAPOR BARRIER UNDER • ' .` 1-1/8' MIN. IN CONCRETE CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3' = T-0' Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER. DEVELOPMENT CONSULTANT P.O. BOX 2143N SOUTH DAYTONA, FL 32121 TELEPHONE: (388)787.47T4 FAX: (388) TOT i0 PAGE 04 3A-4 ® NOTCOPYRIGHTTOBEREP2ARODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 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 W/ 10 x 1-1/2' S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. TYPI 4 SCREEN, ACRYLIC & VINYL ROOMS I ml r I''m Ii TERNATE CORNER DET SCALE: 3' =1' ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES SIDE WALL HEADER ATACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED TO x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2' S.M.S. IN SCREW 0SSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" CONCRETE/MASONRY ANCHORS @ 6' FROM EACH POST AND 24' O.C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE A. Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER - DEVELOPAENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON&, FL 32121 TELEPHONE: (386) 787-4TT4 FAX: (386) T67-66E6 PAGE COPYRIGHT 7004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WRHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: 4)1/4' x 4" LAG BOLT$ W/ 1-1/4" FENDER WASHER5'PER 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 TYPICAL UPRIGHT DETAIL SCALE: 3" =1'-0" SECTION 3A RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" 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 Qa 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) 787.47T4 FAX: (388) 787.85a8 PAGE COPYRIOKT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT• P.E. 3A-7 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l : a A B SINGLE SPAN _CANTILEVER UNIFORM LOAD t t A B C 2 SPAN UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM. . FA • • 3 SPAN UNIFORM LOAD A B C D E 4 SPAN NOTES: 1) f! = 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 CML ENGff4M - DEVELOPMENT CONSULTANT P.O. BOX 2143@4 SOUTH DAYTON& FL 32121 TELEPHONE: (388)T5T-4T74 FAX (356) T674= PAGE ICOPYRIGHT2.0 3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E SOLID ROOF PANEL PRODUCTS INDUSTRY STANDARD ROOF PANELS w E 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" =1'-0" 12.00" CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: TABLES w a w a.o SECTION 7 ALUMINUM SKIN E.P.S. CORE SIDE CONNECTIONS VARY DO NOT AFFECT SPANS) COMPOSITE ROOF PANEL fNNDUSTRY STANDARD) SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214369, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4TI4 FAX: (386) 767.6556 I ©COPYRIGHT 2M NOT TO BE REPAGE PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 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 WOQU .. . 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 ANCHOR 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 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 1I 8101212Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214388,.SOUTH DAYTONA, FL 32121 TELEPHONE: ( 386) 787.4774 FAX: ( 388) 7674MM PAGE 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 " 000CO C6Nfto0 w t 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 7 811.E . Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 P nN PioOuce 1801 N.W. 64th Street TELEPHONE: (386) 767-4774 Ft. Lauderdale, FL 33309 FAX: (386) 787 M Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE COPYRIGHTnN NOT TO BE Pt'EPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-35 SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #FL1049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. 01 Density 3" x 48- x V.VL4,- ravels foam %,W'w Screen Rooms I Glass & Modular Rooms Overhang IOpenStructures Wind Mono -Sloped Roof Attached Covers Enclosed Cantilever Region All 1&2 4 1&2 3 4 1&Z 3 4 span 3 span sp span span span span span span Roofs 100 MPH 21'4' 23'-10' 1 23'-0" 22'-9' 21'-11" 15'-1" 17'-9' 1 16'-3" 1 MPH 21' 4" 23'-10" 23'-0" 18--8" 20--11- 20--2" 13--9" 15'-4" 14'-10" 4'-0" 120 MP 20'-4" 22'-9" 21'-11" 19'-5" 18'-10" 12-6" 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'-1" 17'-9" 16'-3" 11'-1' 12'-11" 12'-0" 4'-0" 140 MPH 12'-4" 13'-9' 13'-3" 12'-4" 13'-9' 13773" 10'-3" 1 V-6- 11'-1" 4'-3" 150 MPH 12'4- 13'-9" 13'-3- 12'4' 13'-9" 13--3' 10'$' 10'-4" 3'-11' J 7[ YO II Wind Region V.VJV ranvw r vv-,. - Open Structures Mon o-Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 1 3 span 4 span 1&2 span 3 span 1 4 span 100 MPH 24'-11" 27--11" 271-0' 23-10" 26'-8' 25'-9" 18--8" 20'-10" 1 20--2" 4'-0" 110 MPH 24'-11" 27'-11' 27'-0" 21'-11" 24'-0' 23'-8" 1 16--2" 19'-3- 18'-8" 4--0" 120 MPH 23'-10" 26'-0" 25'-9" 20'-5' 22'-10' 22'-1" 14'-0" 171-8' 15'-10" 4'-0" 123 MPH 22'-11" 25'-7' 24'-9" 19'-10" 22'-2' 21'-5" 14'-4' 1 W-O" - 15'-0" 4'-0" 130 MPH 21'-2" 23'-7' 2Z-10" 18'-8" 20'-10" 20'-2' 13'-7' 15'-2" 14'-0" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 1 16'-2" 15'-7" 12'-B" 14'-2" 13'-8" 4--0" 150 PHI 14--5- 16--2" 15'-7" 14'-5' 16--2- 15'-7" 11'-2' 13--2' j 12'-9" 4--0" Wind Region Open Structures Mon o-Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang 1 Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 2 span 3 span 4Ispan 100 MPH 23--5" 26'-2" 25--3" 22'-3' 24'-11' 24'-1- 17'-5' 19'-0' 18'-10" 4'-0" 110 MPH 23'-5' 26'-2" 25'-3" 20'-0' 27-11' 27-2' 15'-1" 18'-0" 1 17'-5" 4--0" 120 MPH 22'-3' 24'-11' 24--1" 19'-1- 21'4" 20'-7" 13'-9' 15'4" 1 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 2T-2' 18'-6' 20'-9" 20'-0' 1T-5" 14'-11" 14'-0" 4'-0" 130 MPH 19'-9" 22'-1" 21'4' 17'-5" 19'-0" 1VA0" 12'-0' 14'-2" 13'-8' 4'-0" 140 MPH 13'-6' 15'-1' 14'-7" 13'-6" I VA' 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" w- .. wv-- .. n nan- o-si- c -... v, -- c u c aq nanv,w Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 7&2 span 3 span 4 span 1&2 span 1 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'-V 21--8" 4'-0" 110 MPH 26'•11" 30'-1- 29'-1" 2T-8- 26--5' 25'-6" 18--7- 20'-9" 20--1" 4'-0' 120MPH 25'-8 8-9 2 -9 1- 4-7 3-9' 15-10' 1 -1 18-5' 4-0" 123 MPH 24'-8' 2T-7" 26--8- 21.4' 23--11- 23--1' 15'-5' 1 18--6- 17--11- 4'-0" 130 MPH 22'-9' 25'-0' 24'-7" 20'-1' I 22--V 21--8- 14--7- 17--5' 1 15'-9" 4'-0" 140 MPH 15'-7" 1 T-5' 16'-10" 15'-7' 17'-5' 16'-10' 13'-8" 15--3" 1 14'-9" 4%0'. 150 MPH 15'-7' 1T-6' 16--10- 15'-7- 17--5- 16'-10" 1Y'-8" 14--2' 1 13'-9" 4'-0". Note: Total rOOt Danel wldtn s room wldBl + wan wI0111 + Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 21438111, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 757-4714 FAX: (388) 767-6M a E LE 2000 Elite Aluminum Corporation P nslPmduW 1801 N.W. 64th Street 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. v. m C PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 31, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT C S70RMWATER MANAGEMENT AREA COMMON AREA) N89'50;42"E 97.34' UP J UP I Z 7.0' f 30' GRAPHIC18.3 i SCALE Zo LOT 31 p 0 15 30 D O O LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 D F; D r O Co V Drn R^ in Z 9 0 oz a mi i I r pr, :omc y'm=p< r, i V OD L D A 00 m O I O 6. O 7.0' 12.0':.) F 97.34' CONCRETE RIV W 7 8.0" t: I 25.33 0iS89'50'42"W 1 y, 10o U) D N 1IR 1 1 O 1AD/1- i 243.99' 7 Tff- ICI 8956.65' 589'S0'42 W 400.64' CENTERLINE OF PI I STOCKTON DRIVE RIGHT OF WAY 0 i TRACT A COMMON AREA) RIGHT OF WAY VARIES FOR THE BENEFIT AND EXCLUSIVE USE OF: TYLER R. THOMAS PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC TITLE LAWYERS TITLE INSURANCE CORPORATION 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 12-29-05. 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 120294 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 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 FURNISHED. Y FIELD DAIE:) 07-01-05 SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM48954-31 DRAWN BY: u UPDATE LEGAL 05/04/05 RSO FINAL 12-29-05 VH FORMBOARD 08/25/05 RSO PLOT PLAN 6-02-05 DLC 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). LEGEND OFI`ID 1/2- IRON ROD AND CAPLB06393 (12-29-05) CENTERLINE Q DISCD/63L RIGHT OF WAY LINE LB ( D OS) EXISTING ELEVATION SET ROD D CAPLB/63931( 2N 29 05) A/C AIR CONDITIONER DENOTES DELTA ANGLE ' CONCRETE P) PER PLAT C CHORD LENGTH PC DENOTES POINT OF CURVATURE C.B. CHORD BEARING PCC POINT OF COMPOUND CURVE CBW CONCRETE BLOCK WALL PCP PERMANENT CONTROL POINT CNA CORNER NOT ACCESSIBLE PI DENOTES POINT OF INTERSECTION CP CONCRETE PAD PK PARKER KALON 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 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 R RADIUS LS LICENSED SURVEYOR RPS/W RADIUS POINTSIDEWALK M) MEASURED TYP TYPICAL OHU OVERHEAD UTILITY LINE UP UTILITY PAD 32789 (407) 426-7979 THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I I 1i) FOR THE FIRM JAY'JILES PSM 4997 DATE A':M.IR A.AI IH!15-L iwq, [./1J,^gllf 111%;32 AM PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 31, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT C STORMWATER MANAGEMENT AREA COMMON AREA) 97.34' i 1 1 O, OI 1 LOT 36 LOT 35 LOT 34 LOT 33 r D OI O 1 V ss 11 vlml 1 m D S' I111 1 11 1111 IN1u100 U) io I b D 1 TZ / I56.65'- 1 243.99' C)S89'50*42'W ICI 400.54' D FFT FORTHEBENEFIT AND EXCLUSIVE USE OF: TYLER R. THOMAS PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC TITLE LAWYERS TITLE INSURANCE CORPORATION 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 12-29-05, 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, 97. 34' N89' 50j'42"E Z LOT 31 O O LOT 32 CO v g CID mn xC O _ V 25. 33'10 S89' 50'42"W v OD O O 7. 0' NE CENTERL'I OF- STOCKTON DRIVE RIGHT OF WAY TRACT A COMMON AREA) RIGHT OF WAY VARIES 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 120294 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 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 FURNISHED. DEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 31 BEING NOO'09'18"W, PER PLAT. T FIELD DALE:) 07-01-05 SCALE: 1,. = 30 FEET APPROVED BY: SJ JOB NO., ASM48954-31 DRAWN BY: _ REVISED: UPDATE LEGAL 05/04/06 R FINAL 12-29-05 VH FORMBOARD 08/25/05 RSO PLOT PLAN 6-02-05 DLC 1" = 30' GRAPHIC SCALE 0 15 30 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), LEGEND O FND 1 /2" IRON ROD AND CAP LB /6393 (12-29-05) CENTERLINE Q FND NAIL AND DISC RIGHT OF WAY LINE LB / 6393 (12-29-05) l EXISTING ELEVATION ROD AND CAP ET/ 3931(IZN A/ C AIR CONDITIONER A DENOTES DELTA ANGLE r,"'..' CONCRETE P) PER PLAT C CHORD LENGTH PC DENOTES POINT OF CURVATURE C. B. CHORD BEARING PCC POINT OF COMPOUND CURVE COW CONCRETE BLOCK WALL PCP PERMANENT CONTROL POINT CNA CORNER NOT ACCESSIBLE PI DENOTES POINT OF INTERSECTION CP CONCRETE PAD PK PARKER KALON CS CONCRETE SLAB . POC POINT ON CURVE C/ W CONCRETE WALK POL POINT ON LINE F. E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY T PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PRM PERMANENT REFERENCE MONUMENT ID IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER L ARC LEIIG7H DENOTESPOINT OF TANGENCY LB LICENSED BUSINESS RT LS LICENSED SURVEYOR RP S/W RADIUS POINT SIDEWALKM) MEASURED TYP TYPICAL ONU OVERHEAD UTILITY LINE 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. S14If v I00; 01 x FOR THE FIRM MES JAY JILES PSM #4997 DATE 1:\ A',:Md R\.15L1•IN!ly.l..lwq. !'./•1 /:`QOr; 11):06:32 AM 32789 ( 407) 426-7979 PLAT OF SURVEY , DESCRIPTION: (AS FURNISHED) LOT 32, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA I TRACT C STORMWATER MANAGEMENT AREA COMMON AREA) 79.34' i i D of o, LOT 36 r D 1 F v V C Z 11 1 1 s o' 1I 1 1 1 1I 11I1 IN N 10 0 D gym1 z 243.99' 19 509'50'42"W 400.64' D 1 FOR THE BENEFIT AND EXCLUSIVE USE OF: KATHLEEN G. GILLMAN PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC TITLE LAWYERS TITLE INSURANCE CORPORATION NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY. IF ANY. z O O LOT 35 LOT 34 LOT 33 0 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-29-05, 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 120294 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 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 FURNISHED. BEING N00'09'18"W, PER PLAT. FIELD DAZE:) 07-01-05 SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM48954-32 DRAWN BY: REVISED: UPDATE LEGAL 05/04/06 R FINAL 12-29-05 VH FORMBOARD 08/25/05 RSO PLOT PLAN 6-02-05 OLC OD 1 00 O O 79.34' 42"E 1 O. V V N89'S0'42"E r 20.5120.61 I 1 I I 13.0 I I LOT 32 V) 1 Ig1I 0 lylp go LOT 31; ' lg Z' I p i i i D u mQ CO n c A Fr) 1 n I 0 11 A LD 5.0' COVERED o ENTRY CID 1 Ip 1 Ip I 1 1 1 f1 LOO 1 1 1 I fI 12.0l 1 1 1 I NCRE7E DRIVEWAY 25.33' I ' 1"-30' GRAPHIC SCALE 0 15 30 CM 8.00' S89'50'42"W A CENTERLINE OF — PI STOCKTON DRIVE RIGHT OF WAY TRACT A COMMON AREA) RIGHT OF WAY VARIES 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). LEGEND 1/2" IRON ROD AND CAPOFNDLB96393 (12-29-05) CENTERLINE FNO NAIL DISC RIGHT OF WAY LINE LB N6393 (1D OS) EXISTING ELEVATION SET 1/2" IRON ROD AND CAP LB 05393 (12-29-05) A/C AIR CONDITIONER 6 DENOTES DELTA ANGLE CONCRETE P) PER PLAT C CHORD LENGTH PC DENOTES POINT OF CURVATURE C.B. CHORD BEARING PCC POINT OF COMPOUND CURVE CBW CONCRETE BLOCK WALL PCP PERMANENT CONTROL POINT CNA CORNER NOT ACCESSIBLE PI DENOTES POINT OF INIERSECTION CP CONCRETE PAD PK PARKER KALON 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 CURVATURE FND FOUND PRM PERMA4EI-IT REFERENCE MONUMENT ID IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER L ARC LENGTH PT DENOTES POINT OF TANGENCY LB LICENSED BUSINESS R RADIUS LS LICENSED SURVEYOR RPS/W RADIUS POINTSIDEWALK M) MEASURED TYP TYPICAL OHU OVERHEAD V7ILITY LINE UP UTILITY PAD AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM LAMES JAY JILES PSM #4997 DATE 1•;\A;.MIit\A;iM17i•I:i•I .hrV. 5;'•Ij'UU 10:1)6:26 AM PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 32, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT C STORMWATER MANAGEMENT AREA COMMON AREA) N89'50'42"E 79.34' 11 25.33' i I UP1"30' 1&0 GRAPHIC SCALE ZTit- 32 In R 0 1DZ1OIto g• Or LOT 36 LOT 35 LOT 34 LOT 33 0 ; o g m O LOT 31' 0 D 1 8 om I D r D O a m mot fO IcDil gig v C 1 Gr A FY'I 1mI AI'l 0 o m 1 r L> z r ISr s ir 4i o 6.0' COVERED rmr1yl I I v ENTRY OD io tN O 1 1 1 I 1 O f1 O 1 1 F 12.0' 79.31' DRIVEWAY_ 018.00, 25.33' i S89'50'42"W IN N tow10 D IJ, m Z /{{,\ 156.65'- r1 243.99' _ _ - n5 D -rl SB9'50'42"W 400.64' CENTERLINE OF PI 1 STOCKTON DRIVE RIGHT OF WAY v I TRACT A COMMON AREA m I RIGHT OF WAY VARIES FOR THE BENEFIT AND EXCLUSIVE USE OF: KATHLEEN G. GILLMAN PULTE MORTGAGE, LLC PFIC TITLE CORPORATION LANDAMERICA GULFATLANTIC TITLE LAWYERS TITLE INSURANCE CORPORATION 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 12-29-05. 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 120294 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 100 YEAR FL000 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 FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 32 BEING N00'09'18" W, PER PLAT. FIELD DAIE:) 07-01-05 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM48954-32 UPDATE LEGAL 05/04/06 R FINAL 12-29-05 VH FORMBOARD 08/25/05 RSO PLOT PLAN 6-02-05 DLC 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). LEGEND 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 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/6393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 OFND 1/2- IRON ROD AND CAPLB16393 (12-29-05) Q° FND NAIL AND DISC LB N6393 (12-29-05) 0 SET 1/2' IRON ROD AND CAP LB #6393 (12-29-05) 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 PONT 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 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. 5191'v6 FOR THE FIRM DRAWN BY: 1.:\Af.M 18\n:iMdlbl:i l.dwq. 5/•I/:+,DOr, 10:06:211, AM MES JAY ALES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 33, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT C STORMWATER MANAGEMENT AREA COMMON AREA) 61.34' I i I11 d' i : LOT 36 LOT 35 LOT 34 r D 1 O 1 J n i 1 1 T: 0z 1 yn 1vlOII D SII I1 I 1 11I11 IG41G N diDp Y 1 D Z- 1 589'50'42"W 400.64' Do 1 NOTE: 61.34' v co N89'50' 18.00' 18, 00 9'50'42"W e STOCKTON DRIVE TRACT A COMMON AREA) RIGHT OF WAY VARIES FOR THE BENEFIT AND EXCLUSIVE USE OF: KAREN VEDAEE AZAR PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC LANDAMERICA LAWYERS TITLE 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 03/13/06, 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 120294 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 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 FURNISHED. m IHL WL51ERLY LINE OF KING N00'09'18"W, PER F FIELD DATE:) 07-01-05 SCALE: 1" = 30 FEET APPROVED BY: SJ REVISED: UPDATE FINAL 03-13-06 RSO REVISE CERTS 3/13/06 JW FINAL 12-29-05 VH FORMBOARO 08/25/05 RSO PLOT PLAN 6-02-05 OLC E N89'S0'a2'E 43.33' I1 1 1 1 1 1 V) 1 1 I 1 11 i io o 1 O i i DO LOT 32 1 V IPI LOT 31 OD A izi gD m i i in Inl 1 ,> I 1 1 m D Isl I m lZI I 1 v g Co 1 I 1 1 o I I 1 1 I 43.33' 11 1 V 1" = 30' GRAPHIC SCALE 0 15 30 CENTERLINE OF--/ PI RIGHT OF WAY 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). LEGEND CENTERLINE RIGHT OF WAY L114E 111,14 EXISTING ELEVATION A/C AIR CQNDI1101JER CONCRETE C CHORD LENCTH C.B. CHORD DEARIIJG 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 FIND FOUND ID IDENTIFIC,ATIO14 L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE 1/2"IRON ROD AND CAPOFNDLBN6393 (03/13/06) Q FrNAIL AND DISC LB 16393 (03/13/06) DT/63'0p AND CAPL9(31306) 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 KAL014 POC POINT ON CURVE POL P0114T ON LINE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERE14CE MOIJUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP 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. JO13 NO. ASM48954-33 DRAWN UY; A`AI-IV\A•lAbl,i:N'il .knl. S,'1.1;'ilhh: 1,': ;?IJ: 9J P1.1 AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 1030 N. ORLANDO AVENUE, SUITE B MINTER PARK, FLORIDA 32789 (407) 426-7979 rl FOR THE FIRM MES JAY JILES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 33, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT C STORMWAIER MANAGEMENT AREA COMMON AREA) 61.34- r r1II A 1zi D C5R; LOT 36 r D WI f; 0 A 11 J i Z i m VII r 8' II I 1 I1 111Il y, En IC, U la D NI TI n Z 15G.65__r1 243.99• CLc rl S89'50'42"W 400.64' r; Z O O O LOT 35 LOT 34 00 O O 61.34' — — N89'50'42"E 18.00' i j- 13.3, 1 LOT 33 O1 PO No p. n Y SZ +, rJ7ni Ilpm AmO N ; 9 6.0' COVERED ENTRY c : u r, 1 8. 00 e3.33' I1 1 I 1 I I 1 I I 1 11 V, O O 1 toa I 8 DO LOT 32 I JIm LOT 31D ID IryM rw 1 > 1 1 1 1 > 1 1> I IA: I clzrz, , I 9D 1 r • 1 1 O 1 1 I 1 O 1 1 1 1 1 1 42"W 1" = 30' GRAPHIC SCALE 0 15 30 CENTERLINE OF I STOCKTON DRIVE RIGHT OF WAY TRACT A COMMON AREA) RIGHT OF WAY VARIES FOR THE BCNEFIT AND I EXCLUSIVE USE OF: KAREN VEDAEE AZAR PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC LANDAMERICA LAWYERS TITLE 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 03/13/06, 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 120294 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 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 FURNISHED. ULAI<INGJ SHVWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 33 BEING N00.09-18-W, PER PLAT. FIELD DATE:) 07-01-05 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ VPOATE FINAL 03-13-06 R50 REVISE CERTS 3/13/06 JW 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). LEGEND OFNO 1/2" IRON ROD AND CAPLB /6393 (03/13/06) CENTERLINE FND NAIL AND DISC RIGHT OF WAY LINE LB /6393 (03/13/06) EXISTING ELEVATION I 0 SET I 2" IRON RODD AIJD CAPLBMIi393 (03/13/05) A/C AIR CCJNDIII014ER a DENOTES DELTA ANGLE CONCRETE P) PER PLAT C CHORD LENGTH PC DENOTES POINT OF CVRVATURE C.B. CHORD BEARING PCC POINT OF COMPOUND CURVE COW CONCRETE BLOCK WALL PCP PERMANENT CONTROL POINT CNA CORNER NOT ACCESSIBLE PI DENOTES POINT OF INTERSECTION CID CONCRETE PAD PK PARKER KALON CS CLI14CREIE SLAB POC POINT ON CURVE C/W CONCRETE WALK POL POINT ON .LINE F.E.M. A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DEN07ES 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 R RADIUS LS LICENSED SURVEYOR RPS/w RADIUS POINTSIDEWALK M) MEASURED 7 TYPICAL OHV OVERHEAD UTILITY lR1E hipp um ITY nv Pnn AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 1030 N. ORLANDO AVENUE, SUITE B MINTER PARK, FLORIDA 32789 (407) 426-7979 THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM MES JAY JILES PSM #4997 DATE JOB NO. ASM48954-33 FINAL 12-29-05 VH FORMOOARD 05/25/05 RSO DRAWN DY; PLOT PLAN 5-02-05 OLC r:'tA•:AL1;\A TALI d:rSl.,le:.l. i,'L1;!I rrl,a 1.^::`ti:°.d rM PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 34, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT C STORMWATER MANAGEMENT AREA COMMON AREA) 89'50'42"E N89'50'42"E 10.50' ------------------- 18.00 ---------------------------- r N89'S0'42"E 43.34' 13.3' 61.33' 1 20.61 -- 1 i. SCREENED" UP I 1 c 'COVERED' UP i CONCRETE 1 1 1" = 30' Z 18.0 i iv, GRAPHIC SCALE p LOT 34 0 O 15 30 3 m LOT 36 LOT 35to A " m o cfl LOT 33 LOT 32 LOT 31 p D i 00 i e nsr°A <CID '- 2 r 1 1 --A L4vIrI- 1 > Am o i o il,^1 >D y JI O 1 r11 n c 6.0' COVERED V 1 Im vv..,.6 ENTRY OD D v! O 1 1 p I I 12.0' j 1 1L- B.D'; CONCRETE 13.34' =1• DRIVEWAY _ 61.33' S89 0'42"W1 I I/, 10u1 N 11 15f>.65' 1_ 243.99' _ 569'S0 42"w 400.64' CENTERLINE Or PI STOCKTON DRIVE RIGHT OF WAY TRACT A COMMON AREA) RIGHT OF WAY VARIES FOR THE BENEFIT AND EXCLUSIVE USE OF: ' KATHLEEN A. MCCOOL PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC LANDAMERICA LAWYER TITLE 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 03/13/06. 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 120294 0040 E DRIED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 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 FURNISHED. ut"lNub SnUWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 34 BEING N00'09'18"W. PER PLAT. FIELD DATE:) 07-01-05 REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ J013 NO. ASM48954-34 DRAWN BY: IUPOATE FINAL 03-13-06 R! FINAL 12-29-05 VH FORMSOARD 08/25/05 RSO PLOT PLAN 5-02-05 DLC NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REOUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LEGEND CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CHORD BEARRTG 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 ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR LI) MEASURED IllJU OVERHEAD VTILIT'! LIIIE O FND 1/2"IRON ROD AND CAPLS16393 (03/13/06) QFND NAIL AND DISCLB /6393 (03/13/p06) SELB 0G 3931(03/13/06)ND CAP DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMATIEIIT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC P0114T 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 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. I J$wso- A 3/wood AMERICAN SURVEYING & MAPPING 1 ' I 1 FOR CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 THE 1030 N. ORLANDO AVENUE, SUITE B FIRM WINTER PARK. FLORIDA 32789 (407) 426-7979 JAMES JAY JILES PSM #4997 DATE L1.1N\A'!.1.1M75•LJwq, .5/1.1/2UOG C:28:a/ PM PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 34, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT C S70RMWATER MANAGEMENT AREA COMMON AREA) 89'50'42"E 8" rCONRWC 00' N89'S0'42'E 143.34' 61.33' r--20.61'-- UPUP I 1 1 1 1"=30' 1 I Z LOT 34 N o GRAPHIC SCALE p 15 30 D g; o 0 o LOT 36 LOT 35 o ^ LO LOT 33 LOT 32 LOT 31 ; ; 0 D f' OD •t>r( 1p 0 y ry C0 I D I S1Z1 0 n C D s. iD Frl pp D La I r 11'11 > L4 L D JI m sP': D O 6.0' C l 1 ml vl 7 p ta COVERED ENTRY00l J I 1 Ip 1 1 1 J o I O 0DCRO II112.0' 1I1 8.0': INVCERWEATYE 61.33' 8.0u S89 5042"W 1 INDNI. m DD_... 15G. 65---'—Z43.99------- CENTERLINE IPI589' 50'42 W 400.64' T JPI 1 STOCKTON DRIVE HT OF WAY RIGHTv u I TRACT A COMMON AREA) RIGHT OF WAY VARIES FOR THE BENEFIT AND NOTE: EXCLUSIVE USE OF: THE FINISHED FLOOR ELEVATION OF THIS KATHLEEN A. McC00L PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC LANDAMERICA LAWYER TITLE 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 03/13/05. 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 120294 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 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 FURNISHED. Ut Al11NG5 SHOWN HEREON ARE BA! ON THE WESTERLY LINE OF LOT 34 BEING N00'09'18"W, PER PLAT. FIELD DATE:) 07-01-05 SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM48954-34 DRAWN BY: STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LEGEND CENTERLINE RIGHT OF WAY LINE JEXISTING ELEVATION A/ C AIR CONDITIONER CONCRETE C CHORD LENGTH C. B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP C014CREIE PAD CS CONCRETE SLAB r,/ W CONCRETE WALK F. E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND ID IDENTIFICATION L ARC LENGTH LR LICENSED BUSI14ESS LS LICENSED SURVEYOR M) MEASVRED 0IM OVERHEAD UTILITY LIIIE OFNO 1/2" IRON ROD AND CAP LB 16393 (03/13/06) QF14D NAIL AND DISC LB16393 (03/13/05) 0 L87163931(03/114 3/05)ND CAP 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 ROL POINT ON LINE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MOIIUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/ W SIDEWALK TYP TYPICAL - LIP 11TILI7Y PAD THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SED: ' IE FINAL 03-13-06 RSO ms 3/13/05 JW AMERICAN SURVEYING & MAPPING 1 I FOR 12- 29-05 VH CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 THE IOARD 08/25/05 RSO 1030 N. ORLANDO AVENUE, SUITE B FIRM WINTER PARK, FLORIDA PLAN 6-02-05 DLC 1 32789 (407) 426-7979 JAMES JAY ALES PSM #4997 DATE MHi\ A!.{.14;1f•.LJlrn. .SJL1/UQf L'.:?8: •17 PM PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 35, REGENCY OAKS UNIT ONE' AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT C STORMWATER MANAGEMENT AREA COMMON AREA) N89'50' 2"E 19'50*42"E 1 8.01 N69'S0'aZ'1 Y5.33' 13.3' 79.33' 1 20.61 I 1 1 1 UP SCREENED G 1 1 Uv 'COVEREOo 0 1 1 1 t"CRETE 18.0' Z O a D of 0 0 NC " > O 1 v Iri LOT 36 > LOT 35 LOT 34 LOT 33 LOT 32 LOT 31: 6I gnA1rVllAr' F" I 1 1 y 1ml > i 1 O M M 1>1 m 1 Om OoDmil I ml ,> r > Z , J MP 00 - `6.0' O 1 1a `I 1 O COVERED 1 1 1 1 ENTRY 1 O 1 1 11 n 1 1 1 1 CONCRETE •8.0, . , 1 DRI_VEWAYR 4. :..: — _ 79.33' 25. 33' '8.0II U S 9'50'42"W11I I ;p 3 D 1 m 156.65`— ------- ---- 243.99' c- 589'50'42'W 400.64' n1G r1 . STOCKTON DRIVE TRACT A I (COMMON AREA) RIGHT OF WAY VARIES 0 INv FOR THE BENEFIT AND EXCLUSIVE USE OF: SUSAN ELAINE LOGAN AND BARRY ANDREW FAIL PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC LANDAMERICA LAWYERS TITLE 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/FOVND ON 03/13/06, 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 IZOZ94 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 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 FURNISHED. BEING N00'09'18"W. PER PLAT. FIELD DATE:) 07-01-05 SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM48954-35 DRAWN BY: IE FINAL 03-13-06 RSO CERT 03-13-06 JW CERT 02-13-06 SSO 12-29-05 VH WARD 08/25/05 RSO PLAN 6-02-05 DLC 30' GRAPHIC SCALE 0 15 30 0 1O CENTERLINE OF)— I RIGHT OF WAY 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). LEGEND CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CHORD BEARING CUW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CS CC44CRETE SLAB C/W CONCRETE WALK F.E.M. A. FEDERAL EMERCE14CY MANAGEMENT AGENCY FIID FOUND ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY L114E AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 1/2" IRON ROD AND CAPORIDL016393 (03/13/06) QFWD NAIL AND DISC LB N6//393 (03/13/g06) CAPLBTNb393'(0 37/06)JD 0 DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUI4D CURVE PCP PERMA14EIlT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PRC DENOTES POINT OF REVERSE CURVATURE PRM pERMANE44T 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 THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3 i9 o4 FOR THE FIRM 5 JAY ALES PSM #4997 DATE is'fi n' \LIR\A':ALIRy:.1.Mq, 3/1.1l.2.00F. 12: 20:41 PM PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 35, REGENCY OAKS UNIT ONE' AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT C STORMWATER MANAGEMENT AREA COMMON AREA) N89_50', ,2"E 25.33' 13 3' I UP SCREENED' UP tOVER11. 1 ONCRETE- ZvO h O q LOT 36 O > LOT 35' LD D 0 CO W o i O=7cy0 V ; z'+^trl I' ZT 1. OZ 1 vl j A pp w mf. a m I co T6.0' r g O COVERED 1 1 O ENTRY •* :: :. o 0, 11 4 n CONCRETE DRIVEWAY 8.0:. 1 25.33 18. 01V S 9'50'42"W I 1 1 l y, 10 n N'+ 1 D 1 jz C)589'50'42"W 400.64' 1 PI n mI NOTE: NB9'50'42*E o 1 1 1 1 1 1 1 1 O i i$ O I 1 vC3 LOT 34 Ia Io' J 'rl LOT 33 LOT 32 LOT 31: SD O1D1 a: D rri Imp 1 I gc7 4 9D I D O Iml O 1 1 1 1• 1 I$ 1 1 1 1 1 1 1 1 1 1 1 I 0 0 01"= 30' GRAPHIC SCALE 0 15 30 A CENTERLINE OF.:7 PI STOCKTON DRIVE RIGHT OF WAY TRACT A COMMON AREA) RIGHT OF WAY VARIES FOR THE BENEFIT AND EXCLUSIVE USE OF: SUSAN ELAINE LOGAN AND BARRY ANDREW FAIL PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC LANDAMERICA LAWYERS TITLE 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 03/13/06, 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 UNFINIS14ED FORMBOARD/FOUNDATION AND ARE NOT. TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 1 RAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 120294 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 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 FURNISHED. 35 FIELD DATE:) 07-01-05 SCALE: 1" = 30 FEET APPROVED BY: SJ JOU NO. ASM48954-35 REVISED: PDATE FINAL 03-13-06 RSO IEVISE CERT 03-13-05 JW IEVISE CERT 02-13-06 SSO INAL 12-29-05 VH 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). LEGEND ORID 1/7IRON ROD AND CAP LO R6393 ( 03/13/06) CENTERLINE Q F140 HAIL AND DISC RI. HT OF WAY L114E LB /'16393 ( 03113100) EXISTING ELEVATION CAP LBT /OG3931(03/ W 0 6)aD A/C AIR CONDITIONER 6 DENOTES DELTA ANGLE CONCRETE P) PER PLAT C CHORD LENGTH PC DENOTES POINT OF CURVATURE C.B. CHORD BEARING PCC POINT OF COMPOUND CURVE COW CONCRETE BLOCK WALL PCP PERMANEIT CONTROL POINT CNA COReIER NOT ACCESSIBLE PI DENOTES POINT OF INTERSECTION CP CONCRETE PAD PK PARKER KALON CS COICRETE 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 CURVATURE FND FOUND PRM PERMANENT REFERENCE MONUMENT ID IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER L ARC LENGTH PT DENOTES POINT OF TANGENCY LB LICENSED BV5114ESS R RADIUS LS LICENSED SURVEYOR RP S/ W RADIUS POINT SIDEWALK M) MEASURED 7YP TYPICAL OHU OVERHEAD UTILITY LINE UP UTILITY PAD AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 425-7979 THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM JAMES JAY JILES PSM #4997 DATE DRAWN BY: IOARO 08/ 25/05 RSO PLAN 6- 02-05 DLC A'.M• 18\1,•al1.4:I'jl..1.9, PM PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 36, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA N 50'42"E 2 5.33' Z I1 B.3 D o LOT 36 00 D r ¢g Ti n n3Ap Z v D OD i Z = a O '1 p 'oerr TRACT C STORMWA7ER MANAGEMENT AREA COMMON AREA) 97.34' r Up 1 I 1 1 UP 1 I 1 1 1 1 1 1 T 1 1 O 1 1 O C3 LOT 35 LOT 34 LOT 33 LOT 32 LOT 31 A 1 Z 18jCOI>1N I> 1 J im 11'l IID D V, r I 1 IC I 1 m 1 M WIZI I 1 O 1 I I 1 O I 1 1 1 1 1 1 1 CONCRETE EIRIVEWAY _ 97.34' 1 1 1 I 1 1 1 I S85' 0'42"W 1 IN 10 toN1 luZ D I IPI 589- 50.42" W 400.54' D NOTE: FOR THE BENEFIT AND EXCLUSIVE USE OF: STOCKTON DRIVE TRACT A COMMON AREA) RIGHT OF WAY VARIES JASON MICHAEL SAVASTANO PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC LANDAMERICA LAWYERS TITLE 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 03/13/05, 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 120294 0040 E DATED 04/17/ 95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 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 FURNISHED. ON THE oN THE SSHOWNHEREON ARE BASED WESTERLY LINE OFl0i36BEINGN00'09' 18"W. PER PLAT. FIELD DATE:) 07- 01-05 oc n rn. SCALE: 1" 30 FEET APPROVED BY: SJ UPDATE FINAL 03-13-05 F REVISE CETS 3/ 13/06 JW JOB N0. ASM48954- 36 FINAL 12-29-05 VH FORMBOARO 00/23/ 05 RSC DRAWN BY; PLOT PLAN 6- 02-05 DLC 7u gn 1 D 0 w 0 1"= 30' GRAPHIC SCALE 0 15 30 CENTERLINE OF_:;I— PI RIGHT OF WAY 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). LEGEND OFND 1/ 7" IROH ROD AND CAP LB #6393 (03/13/06) CENTERLINE Q FND NAIL AND DISC RIGHT OF WAYLINELB #6393 (03/13/06) 1 EXISTING ELEVATION 0 SET 1/ 2' IRON ROD AND CAP LB M6393 (03/13/06) A/C AIR CONDIIICIMER DENOTES DELTA ANGLE CONCRETE P) PER PLAT C CHORD LENGTH PC DENOTES POINT OF CURVATURE C.B. CHORD BEARING PCC POINT OF COMPOUtID CURVE lBW COIJCRE TE BLOIa( WALL PCP PCRMANENT CONTROL POINT CNA CORNER NOT ACCESSIBLE NT OF INTERSECTION CP CONCRETE PAD PK PARKER CS CS CONCRETE SLABPOC 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 F14D FOVNO PRM PERMA14ENT REFERENCE MONUMENT ID IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER L ARI. LE14GTH PT DENOTES POINT OF TANGENCY LB LICENSED BUSINESS R RADIUS LS LICENSED SURVEYOR RP S/W RADIUSPOINT SIDEWALK M) MEASUREDOHVOVERHEADUTILITY LINE TYP UP TYPICAL UTILITY PAU AMERICAN SURVEYING N— G71 CERTIFICATION W AUTHORIZATION NUMBER L8/6393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789 (407) 426- 7979 THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, FOR THE FIRM IAMES JAY JILES PSM #4997 DATE A::RI•IH' A',;L61 M:IS.Ldw.T, 3: I4/; Olx 1): ;'B; .1 rM PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 36, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88-92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. N N89'50'42"E I D.So'-% I O 7u O D 8n o D CO N gv CID J. O 50'42"E 25.33' LOT 36 1 O 5.3' 1 S89 50' INID 0 D`\ N , 156.65' '1 243.99' D C LI- 589'S0'42"W 400.64' C PI I NOTE: TRACT C STORMWATER MANAGEMENT AREA COMMON AREA) N89'50'42-E 97.34' UP 1 1 1 UP 1 1 L 1 1 1I 1 1 I 1 N 1 1 O 1 1 O IaI LOT 35 LOT 34 LOT 33 LOT 32 LOT 31 1 D 1N N CO >aco gn 7r s f I N lrl D 1 m 1 GO Iyl I 1 O ; p I I 1 I 1 1 1 1 1 1 I 1 1 1 CONCRETERIVEWAY — — 97.34' 2"W FOR THE BENEFIT AND EXCLUSIVE USE OF: A STOCKTON DRIVE TRACT A COMMON AREA) RIGHT OF WAY VARIES JASON MICHAEL SAVASTANO PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC LANDAMERICA LAWYERS TITLE 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 03/13/06. 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 IIAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 120294 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 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 FURNISHED. FIELD DATE:) 07-011-05 SCALE: -I" = 30 FEET APPROVED BY: SJ JOB N0. ASM45954-36 BASED T 36 T. UPDATE FINAL 03-13-06 F REVISE CERTS 3/13/05 JW FINAL 12-29-05 VH FORMBOARO 08/ZS/OS RS^ DRAWN BY: PLOT PLAN 5-02-05 OLC 1"= 30' GRAPHIC SCALE 0 15 30 0 L40 CENTERLINE OF7- PI RIGHT OF WAY 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). LEGEND CENTERLINE RIGHT OF WAY LINE f 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 FIJD F("JND ID IDENTIFICATION L ART. LE14GIM LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED 0I4U OVERHEAD UTILITY L114E AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L9/6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32759 (407) 426-7979 OFIJD 1 /2" IR014 ROD AND CAPLBA6393 (03/13/06) QFNO NAIL AND DISCLBN6/393 (03/13/06) LBTp63931(03/RON 13/06)AND CAP DE14M0TTES 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 PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANCENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP 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. 1 FOR THE FIRM LAMES JAY JILES PSM #4997 DATE C,\n,:LI•Iy\A;.M Ngl;id.dw,l, t/14/:000 12:2&24 PM 2"W FOR THE BENEFIT AND EXCLUSIVE USE OF: A STOCKTON DRIVE TRACT A COMMON AREA) RIGHT OF WAY VARIES JASON MICHAEL SAVASTANO PULTE MORTGAGE, LLC PHC TITLE CORPORATION LANDAMERICA GULFATLANTIC LANDAMERICA LAWYERS TITLE 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 03/13/06. 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 IIAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 120294 0040 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 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 FURNISHED. FIELD DATE:) 07-011-05 SCALE: -I" = 30 FEET APPROVED BY: SJ JOB N0. ASM45954-36 BASED T 36 T. UPDATE FINAL 03-13-06 F REVISE CERTS 3/13/05 JW FINAL 12-29-05 VH FORMBOARO 08/ZS/OS RS^ DRAWN BY: PLOT PLAN 5-02-05 OLC 1"= 30' GRAPHIC SCALE 0 15 30 0 L40 CENTERLINE OF7- PI RIGHT OF WAY 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). LEGEND CENTERLINE RIGHT OF WAY LINE f 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 FIJD F("JND ID IDENTIFICATION L ART. LE14GIM LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED 0I4U OVERHEAD UTILITY L114E AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L9/6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32759 (407) 426-7979 OFIJD 1 /2" IR014 ROD AND CAPLBA6393 (03/13/06) QFNO NAIL AND DISCLBN6/393 (03/13/06) LBTp63931(03/RON 13/06)AND CAP DE14M0TTES 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 PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANCENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP 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. 1 FOR THE FIRM LAMES JAY JILES PSM #4997 DATE C,\n,:LI•Iy\A;.M Ngl;id.dw,l, t/14/:000 12:2&24 PM THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 FOR THE FIRM LAMES JAY JILES PSM #4997 DATE C,\n,:LI•Iy\A;.M Ngl;id.dw,l, t/14/:000 12:2&24 PM