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HomeMy WebLinkAbout1160-1110 Seton Hall Ct (2)1 Permit # r Job Address: Description of Work: CITY OF SANFORD PERMIT APPLICATION RECEIVED Date: Tan 19, 7CO(o JAN 2 0 2006 Historic District: Zoning: Value of Work• S a5 y• I Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary PoleI 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... (Attach Proof of Ownership & Legal Description) Owners Name At Add'1/Ul.1reess: _ NGt` & 49b I Ui nel and Rd. W JJ ' Z 1 I 1 Phone: NV t • 7JZ3• Z21C Contractor Name & Address: CI enn `LL61 (` IGL 1515 ant: . Zl0 i'l Y r < I .jar f State License Number. \ X • 50r k 6L Phone At Fax: Lin2? f RR Ili 11`` Contact Person: 1 1 VYl T(r 1"i 1/ Phone: Bonding Company: J'CIVA Sure-+1 / l;,ndc— 2DUCV- LIl-13Y73-7 Address: I — Mortgage Lender: r) Iol Address: Architect/Engineer: n (Ct Phone: Address: Fax: 1 Application is hereby trade 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. r ZC11 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 ofthiscounty, 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 Date Print Owner/Agent's Name Signature of!Notary-State of Florida Date i t Owner/Agent is _ Personally Known to Me or Produced ID kilo i iq b p Madeft R i My Commlaalon OD191455Contractor/Agent is x' Personally ./? a orJul05. Yt)07 ProducedIDl Y WYNOF 11 • T. t < MNY /• r/t APPLICATION APPROVED BY: Bldg: Utilities: nitial & Date) nitial & Date) Special Conditions: Initial & Date) FD: initial & Date) llIV7 I hereby name and appoint IV `Q,( v* of 0 SeYlez Alum C in fact to act for me and apply to a nu: San 18.7sAxn to be my lawful attorney for permit for work to be performed at a location descabed as: Section Township Range Lot 61—{0(4P Block Subdivision q,-e Q Gh ft OCkj( V I I(aO 1110 Ne- n 4 d 1 r'ou. Add= of Job) , PUW-6 J 001 WOW V - Od. owner of ft%Mty and Address) and to sign my name .all.to this appoiadaoent. cnwe or Ma Camu = nd I.icease #) Acknowledged: Sworn tD and subscribed before me this Day of Tcuru A.D. ZOOxo Notary Pabbc, Starve of Florida L,", 1" BARBARA J. FOLLMAR MY GOMMISS19N N DD 3M130 EXPIRES; AUI NWT 23, M fthM TW NG%y IhAk IAgley M uec. L. LM L 7orm ruLit nvmc-) ncaiini vnno Building # 9 Permit # 06-377 Lot # Street Address Street Name 55 1111 Seton Hall Court 58 1121 Seton Hall Cou 57 1131 Seton Hall C20rt 58 1141 Seton Hall C rt 59 1 1151 Seton Hall C rt 60 1161 Seton Hall C Building # 11 Street NameLot # Street Address 113 1111 Pedeta Court 114 1121 Perleta Court 115 1131 Perleta Court 116 1141 Perleta Gourt 117 1151 Perleta Court 118 1161 Perleta Court 119 1171 Perleta 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 2560 Stockton Drive 71 2540 Stockton Drive 72 2530 Stockton Drive 73 2520 Stockton Drive 74 2510 Stockton Drive Building # 15 Permit # 05-3242 Lot # Street Address Street Nam 83 2180 Stockton Drive 84 2170 Stockton Drive 85 2160 Stockton Drive 80 ' 2150 Stockton Drive 87 2140 Stockton Drive 88 2130 Stockton Drive 89 2120 Stockton Drive 90 2110 Stockton Drive Building #-10 --i Permit # 06=376`---r I Lot # Street Address Street Name - r— 61 1160 Seton Hall Court 62 1150 Seton Hall Court 63 1140 Seton Hall Court 64 ' 1130 " Seton'Hall Court e5 1120 Seton. Hall Court 66 1.110 Seton Hall Court Building # 12 Permit # 06-379 Lot # Street Address Street Name 107 1161 Washbum 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-=2 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 2050 Stockton Drive 95 2040 Stockton Drive 96 2030 Stockton Drive 97 2020 Stockton Drive 98 2010 Stockton Drive r l' '• 1r 0 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 DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX: (388) 767.85M PAGE COPYR GHTIM NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/2' S.M.S. INTO ' SCREW BOSS 2) #10 x 1 1/2' S. M. S. IN1 U 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 op CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER I BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x '1 1/2" S.M.S. INTO SCREW BOSS a— 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 3" = V-0" ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH t- r 1/4' x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2' SLAB 2500 PSI CONC..6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2"x2'OR2"xWOR2"S.M.B. POST MIN. (4) #10 x 10-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' Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX: (388) 7674M , I PAGE 3A w I © Nb 01 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED" TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS 20, ALTERNATE CORNER DIET, SCALE: 3" =1' ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES ME WALL HEADER ATTACHED TO 1" x 2" OPEN PACK W/ MIN. (2) #10 x 1-1/2" P.M.S. IDE WALL GIRT ATTACHED TO 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 2-1/4" CONCRETE/MASONRY ANCHORS aQ 6" FROM EACH POST AND 24" O.C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O: BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE: (386) 767.4774 FAX: (366) 767. M PAGE COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: 4)1/4' x 4" LAG BOLT$ W/ RISER PANELS ATTACHED 1-1/4" FENDER WASHER5 PER .. CHAPTER 7 4'-0" PANEL ACROSS THE . FRONT AND 24" O.C...ALON.G SIDES , 2"x2"OR2"x3"HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL k POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2' S.M.S. IN SCREW BOSSES 2"x2",2"xWOR3"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 Q 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 214388, SOUTH DAYTONA. FL 32121 TELEPHONE: (388) 757-4774 FAX: (380) TOT-41M NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE I SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD Z d A B SINGLE SPAN CANTILEVER UNIFORM LOAD t t A B C 2 SPAN UNIFORM LOAD r a. !1 A B 1 OR SINGLE SPAN UNIFORM LOAD --/ A ,B C 3 SPAN UNIFORM LOAD A B C D E 4 SPAN NOTES: 1) L = 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. t Lawrence E. Bennett, P.E. FL # 16644 CIVR ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 2143M SOUTH DAYTONA, FL 32121 TELEPHONE. (388) 787-4T74 FAX: (388) 7874= PAGE COPYRIOHT70W 3A-8 WOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrITEN PERMISSION OF LAWRENCE E. BENNETT. P.E. J 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-8 _ _ For 3 second wind gust Sections at 120 mi'M vewcrry; usrrry F y.. mutary Load o —• •_ ._. WWWW = Purlin Spacing 3'-0" 3'•8" W-0" 4'.6- W-0- . 51•8"1 6'-0" 1 6'-6" 1 7'-0" 7'-6" Allowable Hei t 'H' / banding b' or deflection 2" 2" x 0.044" Hollow W-8" b 8'.0" b 1 7'-6- b 7'-1" b 6'.8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 51-V b x 2" x 2" x 0.055" o ow W-V b W-9' b 1 8'-2" b 7'-9" b W-11" b W-8" b SW b W-2" b 5'-11" b b 3" z 2" x 0.045" Hollow I W-V b 9'-7' b W-11" b 8'' b 8'-0' b 7'-8' b 7'-4" b 7'-1" b 6'-10" b 6'-7" 3" x 2" x 0.070" Hollow 12'-1- d 11'-0' b 10'-8" b 10'-1" b 9'-7" b 9'-2" b W-9" b 8'-5' b W-1" b 7'-10" b b 2" x 3" x 0.045" Hollow 12'-10- b 11'-11- b 11'-2' b 10'-6- b 9'-11' b 9%6" b W-l" b 8'-9" b 8'-5' b b 8'-2' W-5' b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10' b 12'-11' b 12'-2- b 11'-7" b b137- 11'- 0' b 17- 11' b 10'- 7' b 12'- 5' b 10'- 2" b 11'- 11- b 9'- 9' 11'- 6' b 1 -1' b 2" x 4" x 0.046" S.M.B. 1 T-0' b 16' 3. b 2W- 1- b 15'- 2- b 1W- V b 14'- 4' b 17'- 9- b 16'-10' b 1W_0 b 15'-4' b 14'-9" b 14'-2" b 1T-9" b 2" x 5" x 0.050" S.M.B. 2" x 6" x 0.050" S.M.B. 21'- 0' b 23'- 11' b 22'-2' b 20'-9' b 19'-T 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" SnapIW-4' b 9'-7' b 8'-11- b 8'-0" b 7'-11' b 7'-7' b 7'-0' b 7'-0" b 6'-9' b W-6 b b 2" x 3" x 0.045" Snap 1 T-3" b 12'-3" b 11'-5' b 10'-9" b 1 101-3- b 9'-9' b 9'4- b 8'-11- b I 8'-4' 2" x 4" x 0.045" Snap 16'-2" b 14'-11- b 147- - b. 13'-2" b 1 12'-0" b 11'-11" b 11'-b- b IV-11- b 1 10'-7" b 1 10'-3' b Notes: 1. Above spans do not Include length of knee brace. Add horizontal distance from upright to center of -brace to beam connection -to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL #166. 4 CIVIL E OMAR- DEVELOPUBW CONSULTANT P. O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: ( 386) 7B7rt774 FAX: ( 385) 757-6555 PAGE ® COPYRIGHT 2004 3A- 24 NOT TO 6E REPRODUCED u+ WHOLE OR u+ PART WR HOUT THE WRITTEN PEWISSION OF LAW RENCE E. eENNETT. P E. SOLID ROOF PANEL PRODUCTS INDUSTRY STANDARD ROOF PANELS L' Co w 12.00" 12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3" = 1'-0" lm 0 12.00" 12" WIDE x 3" RISER- INTERLOCKING ROOF PANEL SCALE: 3" = V-0" Clolw T 1 - 12.00" CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3" = 1'-0" TABLES w dzaao I L- SECTION 7 ALUMINUM SKIN E.P.S. CORE SIDE CONNECTIONS VARY DO NOT AFFECT SPANS) COMPOSITE ROOF PANEL [INDUSTRY STANDARD] SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (356) 767-4T74 FAX: (386) 767-65% I © PAGE NOT TO BE REPRODUCED 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 CAULK EXISTING TRUSS OR RAFTER ALL EXPOSED SCREW HEADS 10 x 1-1/2" S.M.S. OR WOQD. WOOD SCREW (2) PER RAFTER OR TRUSS TAIL tlt'' 10 X 3/4" S.M.S. OR WOOD a '' SCREW SPACED @ 12" O.C. o— ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 31'-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR. 8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS FOR MASONRY USE 1/ 4" x 1-1/4" MASONRY 1NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 17-1/2" Z' S. M.S. OR WOOD SCREWS @'!''•'•'.'. 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 14a 150 8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER . DEVELOPMENT CONSULTANT P. O. BOX 214360, SOUTH DAYTONA. FL 32121 TELEPHONE: ( 386) 767-4774 FAX: ( 388) 767-6M PAGE c 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 1 O v pOOG O O Oco1 ID O 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 r SECTION 7 Y.a EULE ROW Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT jimnP.O. BOX 214368, SOUTH DAYTONA. FL 32121 P 1 P oOuw 1801 N.W. 64th Street TELEPHONE: (308) 787-4774 Ft. Lauderdale, FL 33309 FAX: (386) 787-6M Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE Q COPYRIGHT am NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WREN PERMISSION OF LAWRENCE E: BENNETT, P.E. 7-53ITT SECTION 7 1 SOLID ROOF PANEL PRODUCTS 9 Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #FL7049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. 01 Density S A 90 7l Wind Region y.yL9 ranvia fvvn. vv.o Open Structures Mono -Sloped Roof Screen Rooms iL Attached Covers : Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 span 3 span 4 sp 132 span I 3 span 4 span 182 span 3 span 4 span 100 MPH 21'-4' 23'-10" 1 23'-0" 22'-9- 21-11' 15'-1" 17'-9" 16'-3" 4'-0" 11 MPH 21'4" 23'-10" 23-0 18'-8" 20''-1'' 20''-2'" 13''-9"" 15'-4" 14'-10" 4''--30" 10MP20 20'- 4" 22'-9" 21'-11" 9'-5" 18'-10" 12'-6" 13'-11" 4'-0" 12MPH 19'-6" 21-10' 21-1 8'-3" 11'-8 13'-8" 13'-2" 4'-0" 13MPH 18'- 0" 20'-2" 19'-5" 15'-1' 17'9' 16'-3" 12'-6" 4'-0 43 MPH12'-4" 13'-9` 13'-3" 12'-4" 13' 910 13'-3" 10-3" 11-6" 11'-1" 4 150 MP 3' 10-8' 10-- 3-11" Wind Region Open Structures Mono - Sloped Roof Screen Rooms b Attached Covers Glass 3 Modular Rooms Enclosed Overhang I Cantilever All Roofs 1& 2 span 3 span 1 4 span 1&2 span 1 3 span 4 span 132 span 3 span 4 span 100 MPH 24'- 11" 27'-11" 27'-0" 23'-10" 26'-8' 26-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'- 11" 27'-11", 27'-0" 21'-11" 24'-0" 23'-B" 16'-2- 19'-3' 181-8" 4'-0" 120 MPH 23'- 10" 26'-8' 25'-9" 20'-5" 22'-10' 22-1" 14'-8" 17'-8' 15'-10" 4'-0" 123 MPH 22'- 11" 25'-7" 24'-9" 19'-10" 22'-2' 21'-5" 14'-4" 1 V-O" • 15%6' 4'-0" 130 MPH 21'- 2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2- 13'-7- 15'-2" 14'-8" 4'-0- 140 MPH 14'- 5- 16'-2- 16-7' 14'-5- 16'-2" 15'-7' 12'-8" 14'-2' 13'-8" 4'-0" 150 MPH 1 14'-5- 16'-2" 15'-7' 14'-5' 16'-2" 15'-7- 11'-2" 13'-2- 12'-9" 4'-0" A" v AA" v n n7A" Panaly Fnam Cnra F_P-S- 21 Danalty Wind Region Open Structures Mon o-Sloped Roof Screen Rooms Attached Covers Glass b Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 span 3 span 1 4 span 2 span 3 span 4 span 2 span 3 span 4 span 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' 22'-11" 27-2" IVA" 18'-0" 17'-5" 4'-0" 120 MPH 22'- 3' 24'-11' 24'-1' 19'-1' 21'-4" 20'-7" 13'-9' 15'-4- 14'-10" 4'-0' 123 MPH 21'- 5" 23'-11- 23'-2- 16'-6' 1 20'-9" 2V-O" 13'-5" 14'-11" 14'•6' 4'-0" 130 MPH 19'- 9` 22'-1' 21'4- 17'-5- 19'-6- 18'-10" 12'-8" 14- 13'-8- 4'-0" 140 MPH 13- 6" 16-1- 4" 13-6" 15'-1- 14'-7- 11'-3" 12'-9" 4'-0" 150 MPH 13' S" 15'-1' 14'-7- 13'-0- 15-1' 14'-7` 105 2121- 11'-4" 1 4'-0" 4" x 48" x 0.030" Panels Foam Coro F-P-S- N1 Danalty Wind Region Open Structures Mon o-Sloped Roof Screen Rooms 3 Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1d2 span- 1span 3 4 span1&2 span 3 span 4 span 1& 2 span 3 span 4 span 100 MPH 26'- 11- 30'-1' 29'-1- 25'-8- 28'-V 279- 20'-1- 22'-5" 21'-8- 4'-0" 110 MPH 26'- 11' 30'-1' 29'-1' 23'-8' 26'-V 25'-0" 18'-7" 20'-9" 20'-1" 4'-0' 120 MPH 25 8-9 2 -9 1- 1 4-7 23-9 5- 0 197 18-5 4'-0" 123 MPH 24'- W 2T-7' F 26'-8' 21'-4' 23'-11' 23'-1' 15'-5' 18'-6" 17'-11" 4'-0" 130 MPH 22'- V 25'-5" 24'-7" 20'-1' 22'-6' 21'-8' 14'-7" 17'-5' 15'-9" 4'-0- 140 MPH 15'- 7' 1 17'-5' 16'-10' 15'-7- 17'-V 16'-10' 13'-8- 15'-3- 14'-9" 4'-0" 159 MPH 15'- 7' 1 1 TS' SNvw. Oywi IVVI Vanyl WIUUI 3 FUUM Wwyl wan W10y1 Lawrence E. Bennett, P.E. FL # 16644 FIRE CIVIL ENGINEER -DEVELOPMENrCONSULTANT Elite Aluminum Corporation P.O. BOX 214308, SOUTH DAYTONA. FL 32121 TELEPHONE: (358) 76T- 4774 1801 N.W. 64th Street Pu»I PmduarFAX: (386) 767. 6558 Ft. Lauderdale, FL 33309 Tel: (954) 491- 3700 Fax: (954) 491-1433 PAGE Cl COPYRIGNT " N 7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Nf v PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 61, 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 CODECHAPTER 6. SEC. 6-7(A). SETON HALL COURT 0154' RIGHT OF WAY 30' TRACT A 1" = GRAPHIC SCALE (COMMON AREA)ROADWAY, ACCESS, RECREATION 61530LANDSCAPE, DRAINAGE do UTILITIES POB - S89' 30'42'W CENTERLINE OF-"139.43' - RIGHT OF WAY IN jl I0O IOI LA N'A 25. 33' N89'50'42" E 97 34' FOR THE BENEFIT AND EXCLUSIVE USE OF: PULTE HOMES U11 LAy pq, i pN 4I A14O1. 1N PC $ GPI 1 yA to . 62 LOT 63 LOT 64 LOT 65 LOT I 66 1 ;a a v A o I 1 MWWAY i CI D Z 1.- n:<oR 0 0 0 v0 V) r OD'90 O`$ 0 t OOD OD ap 1 yy DD11 O Zmr1 11 m 0— rn R. > m EMII 1 MY LOT 61u0 f io S89' 50' 42"W 25.33' 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/ 28/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 OM E DATED 4/17/05 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN ZONE X, AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEESASTOTHEABOVEINFORMATION. PLEASE CONTACT THE LOCALF.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. FIELD DATE:) 11/16/ 05 REVISED: SCALE- 1_ = 30 FEET APPROVED BY: Si JOB NO. ASM45959 - 61 FINAL 03/29/09 CAC PLAN 9-02-05 DLC 97.34' LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER ry {a" CONCRETE C CHORD LENGTH C. B. CHORD BEARING CWALL NA CORNERNOTLACCESSIBLE CP CONCRETEPADCS C/W CONCRETE ESLAB E WALKF.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDAPOWERAND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE 32789— (407) 425-7979 SET 1/2'IRON ROD AND CAP LB 05393 (03/213/ 06) FND NAIL AND DISC LB #58,(03/28/ 00) 0 FND 1/2' IRON ROD AND CAP LB 05393 (03/28/ 05) A DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE POC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POO POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON- EXCLUSIVE PRO DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP S/ W SIDEWALKOINT TYPTYPICAL UP UTILITY PAD POS POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. II FOR THE FIRM JAMES JAY JILES PSM # 4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 61, 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 5, SEC. 6-7(A). SETON HALL COURT 53.84' RIGHT OF WAY 30' TRACT A1" = ( COMMON AREA) GRAPHIC SCALE ROADWAY, ACCESS, RECREATION 0 15 30 LANDSCAPE, DRAINAGE & U71UTIES FOR THE BENEFIT AND EXCLUSIVE USE OF. saaso+z'w _ CENTERLINE 139.4T - — - — - RIGHT OF WAY ly10 10 101V? NI- 25.33' N89'50'42"E 97 34' PULTE HOMES NS$NuI PI 1 1 cog 88!N I o 62 LOT 63 LOT 64 LOT 65 LOT 66 I1 0 v 0 I I IRVENAY ro D Z N 1 1 O vo O o V vDi41rnc ee21r.g. OO 0>O(D yOff00mv>>m> 1l lI yy rn ; u 11 O sR• > 8 i 1 i 1 m z II Xm I EN1RT LOT61 u t UP S89' 50' 42"W 25.33' 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 03/20/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND'ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E DATED 4/17/95 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 CONTACTTHELOCALF.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROLASFURNISHED, FIELD DATE:) 11/16/05 SCALE- I" = 30 FEET APPROVED BY: SJ JOB NO. ASM48959 - 61 DRAWN BY: CAC PLAN 6- 02-05 DLC 97,34' LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CHORD BEARING COW CONCRETE 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 FOUNDFPLFLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE SET 1/ 2" IRON ROD AND CAP LB 06393 ( 03/28/OB) NAIL AND DISC QFND LB #08 (03/28/08) 0 FND 1/2"IRON ROD AND CAP LB 0393 ( 03/28/06) A DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL DENOTES POINT OF REVERSE CURVATURE VATURE PRMPERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTILITY PAD POD POINT ON BOUNDARY THIS15 A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRMJAMES JAY JILES PSM #4997 DATE 327B9- (407) 426-7979 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 62, 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). SETON HALL COURT 63.84' RIGHT OF WAY 1' = 30' GRAPHIC SCALE TRACT A COMMON AREA) ROADWAY, ACCESS, RECREATION 0 15 30 LANDSCAPE, DRAINAGE do UTILITIES SB930'42'W CENTERLINE 139.43' 1 RIGHT OF WAY IN10 j10 O I N tl:tNI 18.00' N 89'50 42 E 1 25.33' 79 34' NOTE: FOR THE BENEFIT AND EXCLUSIVE USE OF: DAVID MALAMUD CHOLER VIVIAN RUTH GHEILER LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS RILE INSURANCE CORPORATION 41"g M 11 N }7N{JI PC I.I PI 1 m 1 LOOT :. 4 LOT 63 LOT 64 LOT 65 LOT 66 1 01otavEwAr "l 12.0' jf S > I I I v I 1 z >.-. z o + lD a 3E I 1 111 i 25.33' N Ov Opp L _ A F 00 s m LOT 62 i o ct 79.34' S89'50'42"W 18.00' 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 03/28/06, 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 TOLIENZONEX. AREA OUTSIDE THE 100 YEAR FLOOD PLAN. THESURVEYORMAKESNOGUARANTEESASTOTHEABOVEINFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTYVERTICALCONTROLASFURNISHED. BEARINGS SHOWN HEREON ARE BASED ON. -THE, WESTR Y_ LINE OF LOT 62 FIELD DATE:) 11/16/05 REVISED: SCALE: I' = 30 FEET APPROVED BY: SJ IREVISE CERT JOB NO. ASM48959 - 62 CAC r VKMUUAM IZ-01-05 VH DRAWN BY: PLOT PLAN 6-02-05 DLC LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD C/w 1ONCRRETCONCRTEEW LF. E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FNDFOUNDFPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTIUTY LINE 0 1/ 2' IRON ROD AND CAP SETLB / 8393 (03/20/08) FND NAIL AND DISC LB 165 (03/28/06) FND 1/2- IRON ROD AND CAP 0LB00393 (03/28/05) G DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PRDFESSIONAL SURVEYOR AND MAPPER PT DENOTES PONT OF TANGENCY R RADIUS RP RADIUS POINT S/ W SIDEWALK TYP TYPICAL - UP UTILITY PAD POO POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I• AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB18393 FOR 1030 N. ORLANDO AVENUE, SUITE B THE WINTER PARK, FLORIDA FIRM 32789- ( 407) 420-7979 JAMES JAY JILES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 62, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 - 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 1" = 30' GRPHAIC SCALE 0 15 30 Dsv CDD0 o > o mZ- ovmwN . InZ1m> tDo a> ° D C)rn my F R" D z NOTE: NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 8, SEC. 8-7(A). SETON HALL COURT 83.84' RIGHT OF WAY TRACT A COMMON AREA) ROADWAY, ACCESS, RECREATION LANDSCAPE, DRAINAGE Qc UTILITIES FOR THE BENEFIT AND EXCLUSIVE USE OF: SB930'42'W CENTERUNE 0 139X3 — — — — — — — — RIGHT OF WAY 18.00, N89'50'42"E 25.33' DAVID MALAMUD CHOLER VIVIAN RUTH GHEILER LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION soI -so I N 8-0 8 NUu PC PI 1 V N8,O 1 448 Ici79.34' 4 0 1 ^ T 63 LOT- LOT 65 LOT 66 1 0 r> v 40 0lbyl 3 11 pv 1.00D OIII'9to11 p ii p OD F i; 1 I gR f A OD 1 1alls N; ! rn 25.33' LOT S89' 50' 42"W 18.00' 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 03/28/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 OD40 E DATED 4/ 17/05 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE 91ZONEX. AREA OUTSIDE THE 1DO YEAR FLOOD PLAIN. THE SURVEYOR MAKESNOGUARANTEESASTOTHEABOVEINFORMATION. PLEASE CONTACTTHELOCALF.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROLASFURNISHED, FIELD DATE:) 11/16/05 SCALE: 1" = 30 FEET APPROVED BY: SJ REVISE CERT 4-27-00 SSO 79.34' LEGEND 1 ii y c>'; § 2 1 to m0 da p Z C> v D.< 1O v % a'^ s Im \C n" DFSI 1 0 z I \ I \ PC BUILDING SETBACK LINE CENTERUNE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER i•Tq" CONCRETE C CHORD LENGTH C. B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD C/ W CONCRE E WWAALK F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FLUORIDA POWER ANDLIGHTIDENTIiTCATIONLARCLENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE L AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBf5393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789— ( 407) 428-7979 SET 1/2' IRON ROD AND CAP LB 05393 (03/26/ 06) FND NAIL AND DISC LB 050 (03/28/ OB) FND 1/2' IRON ROD AND CAP LB /0393 (03/28/ 00) DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON— EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/ W SIDEWALK TYP TYPICAL UP UTILITY PAD POO POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. DRAWN BY: ASM43959 - 62 CAC KM90ARD 12-01-05 VH PLOT PLAN 0-02- 05 PLC FOR THE FIRM JAMES JAY JILES PSM # 4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 63, 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). SETON HALL COURT 83.84' RIGHT OF WAY 30' TRACT A1" = ( COMMON AREA) GRAPHIC SCALE ROADWAY, ACCESS, RECREATION 0 15 30 LANDSCAPE, DRAINAGE & UTILITIES 58930'42'W i-3 CENTERUNE 013"3T - i RIGHT OF WAY IN Ip10IN ID 1 N NIp 1 1IL 43.33' T LOT 61 LOT I 111I111111Z 1 d ° D I O OD04 Oz: O( OD 18. 00' N89' 50'42"E f NOTE: 43. 33' 62 FOR THE BENEFIT AND EXCLUSIVE USE OF: PULTE HOMES 61. 34' JT 64 LOT 65 LOT 66 Y I i] Is I. F/l1 1 1 I o N da 4Q m 1 11 OS 1 M DT 63 18 J L_ I PATq UP to of'w 51. 34' S89' 50'4"W 18. 00 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 03/20/06, 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 4/17/98 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIEINSURVEYORMAKESNOEA GUARANTEES TSIDETHEAS TO THE ABOVE AR FLOOD PLAIN. THE PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICALCONTROLASFURNISHED. FIELD DATE:) 11/16/05 SCALE: 1 = 30 FEET APPROVED BY: SJ JOB N0, ASM46959 - 63 1 FINAL 03/98/G8 CAC BY: 70ARD 12-01-03 VH PLAN 8-02-03 DLC 79N• o CC N44 PC r" PI 1 , 1 b N p N N 1 1 s 0sv 1 yzvt f C>> co 2 Q CmAyo Z yAln>>< o D j `a mAiri IYI az APc LEGEND LB 93'R /2 /05) ° CAP 0 BUILDING SETBACK LINE FND NAIL AND DISC CENTERUNE LB /68 (03/28/05) RIGHT OF WAY LINE FND 1/2' IRON ROD AND CAP EXISTING ELEVATION 0 LB #5393 (03/28/05) A/ C AIR CONDITIONER G DENOTES DELTA ANGLE E • 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 INTERSECTIC A CORNEP'BLL CP ONCTEAD POC POINT ON CURVE CS C/W CONCRETE SLAB CONCRETEWALKPOL PPNEPOINT ON LINE PRIVATEPERTUALNON-EXCLUSI F. E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CU FND FOUND PRM PERMANENT REFERENCE MONUI FPL FLORIDA POWER AND LIGHT PSM PROFESSIONAL SURVEYOR AND 1 ID IDENTIFICATION PT DENOTES POINT OF TANGENCY L ARC LENGTH R RADIUS LB LICENSED BUSINESS RADIUSPOINT LS LICENSED SURVEYOR SRP /W M) MEASURED TYP TYPICAL OHU OVERHEAD UTILITY LINE UP UTILITY PAD POO POINT ON BOUNDARY THIS 15 A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4 1191vl 13106 AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBf8393 FOR 1030 N. ORLANDO AVENUE. SUITE B THE WINTER PARK, FLORIDA FIRM 32789- ( 407) 426-7979 JAMES JAY ALES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 63, 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. 8-7(A). SETON HALL COURT 03.04' RIGHT OF WAY 1" 30TRACT A GRAPHIC SCALE (COMMON AREA) ROADWAY, ACCESS, RECREATION 0 15 30 LANDSCAPE, DRAINAGE do UTILITIES a v O Cm 451 vNz N > ; u > rrl DnD m ; u rnaZ NOTE: 50930' 42'W _ CENTERLINE OF139.43 — - RIGHT OF WAY 18. 00' N89' 50'42"E 43. 33' o _ 61.34' MLLOT 61 LOT 62 LOT 64 LOT tco,F-17-0. 1 f- CONrnfa ! ! DIN\ EMAY Z o rr. 11 2 COO4 W I ED r rN 1 1 I I LOT 63 UP 43. 33' P 61. 34' 02S89' 50'42"W 18. 00' 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 03/28/06, 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 TORECONSTRUCTTHEBOUNDARYLINES. 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 LIEINZONEX. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASECONTACTTHELOCALF.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SWINDLE COUNTY VERTICALCONTROLASFURNISHED. PLA FIELD DATE:) 11/16/05 REVISED: SCALE- 1' - 30 FEET APPROVED BY. SJ JOB N0. ASM48959 - 63 FINAL 03/25/00 CAC PLAN 6-02-05 PLC FOR THE BENEFIT AND EXCLUSIVE USE OF: PULTE HOMES R rrN SO N 4WgR Ig PC Ir1 PI I 110 I N N g 65 LOT 66 1 o a ZvqtgRmm Q 1 cmARgR i\ V)> > " doo m Dv g \ >> `r$ 22 rn \ m w Z . I \\ I \ I PC 0 LEGEND 0 05) cAP LB 053931( 03/28RON BUILDING SETBACK LINE FND NAIL AND DISC CENTERLINE Q LB /Ba (03/25/05) RIGHT OF WAY LINE CAP IRON 8/ 06393 EXISTINGELEVATION003/22' LLB 0)NO 131. 2 A/C AIR CON CON C CHORD C.B. CHORD 8 CBW CONCRETE CNA CORNER CP CONCRETE C/w COONNCREF.E. M.A. FEDERAL FND FOUND FPL FLORIDA ID IDENTIFICATION L ARC LENGTH LB LICENSED LS LICENSED M) MEASURED OHU OVER CONDITIONER CONCRETE CONCRETE CONCRETE 32769- (407) 420-7979 THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. i FOR THE FIRM JAMESJAY ALES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 64, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 - 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOR THE BENEFIT AND NOTE: EXCLUSIVE USE OF. THE FINISHED FLOOR ELEVATION OF THIS PULTE HOMES STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6. SEC, 5-7(A). SETON HALL COURT 83.54' RIGHT OF WAY TRACT A 30- GRAPHIC SCALE ( COMMON AREA) + ROADWAY, ACCESS, RECREATION y. 1[1 N I» 0 15 30 LANDSCAPE, DRAINAGE & N 4 g N UTILITIES 8 N CENTERLINE OF•) 139.43 - 1 RIGHT OF WAY PI IO 1 jj0XLA VU) I N NIJ 18.00' ' ig luN89'50'42"E N 61.33' q _43_34' T LOT 61 LOT 62 LOT 63 io.., - LOT 65 LOT 66 1 vo c/11aatE -7 r 0 > r 1 VMVP WAY I I 1 r-D I I I •.. I Nip 0 1 " I 1 j>; Qw• z IS cD 0 1 I I a r- o \ v'/X> o rui0x z i Z i i a.o' I c s>ca• vv mav)> aOCD I VO i i i i Q `\ >Qv Lu InZAm> c I I I I {FOOD Im X'' yrnvi JR csO I 1 gmmi11g11b \ 1 ' i i Ni i OD 1 z i ii III M \ LOT 6411 I I PAlla j I \ uP -------------------- 61.33' ¢ 1 43.34• ct p• \ . S89'50'4?"W 18.00 \\^ x\ PC 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 03/28/06, 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, 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:) 11/16/05 SCALE- 1• = 30 FEET APPROVED BY: SJ JOB NO. ASM45959 — 64 1 FINAL 03/211/09 CAC a-02-05 DLC LEGEND 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 FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE CAP LB /6 93I( /28/00) NAIL AND DISCQFNDLB #68 (03/25/06) FND 1/2' IRON ROD AND CAP0LB #5393 (03/28/05) DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DEN07ES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTILITY PAD POO POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 AMERICAN SURVEYING & MAPPING X 1 X r FORCERTIFICATIONOFAUTHORIZATIONNUMBERLBj893 1030 N. ORLANDO AVENUE, SUITE B THETHE WINTER PARK, FLORIDA FIRM 32789- (407) 420-7979 JAMES JAY ALES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 64, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 — 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 1"=30' GRAPHIC SCALE 0 15 30 S4 iD N D v 0 SARK z m V)> p rn > ,-p > O z m rn5. m r" my R, > Z NOTE: 1 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). SETON HALL COURT 63." RIGHT OF WAY TRACT A COMMON AREA) ROADWAY, ACCESS, RECREATION LANDSCAPE, DRAINAGE & UTILITIES Ab— 589'50'42'W CENTERLINE OF3' 139.43 RIGHT OF WAY 61.33' LOT 61 LOT 62 LOT 61.33' 18.00' N89'50'42"E R FOR THE BENEFIT AND EXCLUSIVE USE OF: PULTE HOMES yr N1+n pKN 8 N PI I I • N N o IJ 43_34' P1 65 LOT 66 1 A a v I 1 of Z vpOD i1:2 OVOOD lob OD II g II 11 I II I O= LOT 64 1 m 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 03/28/06, 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 OD40 E DATED 4/17/05 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:) 11/16/05 REVISED: SCALE- 1 - 30 FEET APPROVED BY: SJ 50'4?"W 18.00 LEGEND BUILDING SETBACK LINE CENTERUNE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER h};.^ CONCRETE C CHORD LENGTH C.B. CHORD BEARING COW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CS /W CCONCRETTEE WALK F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE 0' \ 1/2'IRON ROD AND CAPSET LB 06393 (03/28/05) NAIL AND DISCQFNDLB #68 (03/28/06) FND 1/2' IRON ROD AND CAP 0 LB R393 (03/26/06) A DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTILITY PAD POO POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM40959 - 64 I FINAL KMRD 12-01-05 VH PLAN 6-02-05 PLC AMERICAN SURVEYING &MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FIARIDA 32789- (407) 425-7979 1 1 FOR THE FIRM JAMES JAY ALES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 65, 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). SETON HALL COURT 53.54' RIGHT OF WAY TRACT A GRAPHSCALE (COMMON AREA) IC ROADWAY, ACCESS, RECREATION 0 15 30 LANDSCAPE, DRAINAGE do UTILITIES 589'50'42'W CENTERUNE OF-" 139.43' RIGHT OF WAY . 18.00' N89'50'42"E 79.33' 61 LOT 62 LOT 63 LOT 64 O ro n 0O rC W 50 mZ> rrnmUV''a VIDAAD 0> o; 0— rn mR, > O Z 79.33' 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 03/28/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E DATED 4/ 17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE INZONEX. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKESNOGUARANTEESASTOTHEABOVEINFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROLASFURNISHED. Iocn,am;, _ IirlUwN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 55 BEING NOOU9' 18"W, PER PLAT. DATE:) 11 SCALE- 1" = 30 FEET APPROVED BY: SJ RASECERT 5- 01-05 SSO JOB NO. DRAWN BY: ASM48959 - 65 1 FINAL 03/28/00 CAC rVKMUUAKO IZ-01- 03 VH PLOT PLAN 5- 02-05 PLC C FOR THE BENEFIT AND EXCLUSIVE USE OF: TANIA MARIE RICH LANDAMERICA GULFATLAN7IC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION o _ 25.34' LOT 66 1z0• T r Y I 11 V1 pV d po I i i 0PD Imo too ' i II I I1 OD m OT 65 i 25.34' S89' 50'4?" W 18.00 1p. 1iy'gwo 41F40SN PC1• i PI 1 178ppovv 1 m 1 0 r 1 ZZ OHO a 1 Cmn(''); Z C PIZ 0QVi cD c rnyy ' VIA ,yD< DmD Lo mFri Rs y Z APc oLEGEND AND CAP SET 12'LB I(03/ 06) 06393 BUILDING SETBACK LINEFND LAND DISC CENIERUNE Q DISC RIGHT OF WAY LINE FND 1/2' IRON ROD AND CAP EXISTING ELEVATION 0 LB 06393 (03/25/05) A/C AIR CONDITIONER A DENOTES DELTA ANGLE a 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 OTINTERSECTIC CNA CORNER NOT ACCESSIBLE PK PARKER KALON CP CONCRETE PAD POC POINT ON CURVE CS CONCRETE SLAB POL POINT ON LINE C/W CONCRETE WALK PPNE PRIVATE PERTUAL NON-EXCLUSI F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CU FND FOUND PRM PERMANENT REFERENCE MONUI FPL FLORIDA POWER AND LIGHT PSM PROFESSIONAL SURVEYOR AND I ID IDENTIFICATION PT DENOTES POINT OF TANGENCY L ARC LENGTH RP RADIUS LB LICENSED BUSINESS POINTLSLICENSEDSURVEYOR SDW SIDEWALK M) MEASURED TYP TYPICAL OHU OVERHEAD UTILITY LINE UP POB UTILITY PAD POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. IM I oo,/ S/ a/oF LN SURVEYING & MAPPING IN OF AUTHORIZATION NUMBER LB/5393 FOR N. ORLANDO AVENUE, SUITE B THE WINTER PARK, FLORIDA FIRM 32789- (407) 426-7979 JAMES JAY JILES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 65, 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). SETON HALL COURT 53.54' RIGHT OF WAY TRACT A GRAPHIC SCALE (COMMON AREA) ROADWAY, ACCESS, RECREATION 0 15 30 LANDSCAPE, DRAINAGE do UTIUTIES O Drpzf N_C C C) O m o 0> I to VID,Da> z m DODowe mm R, D Oz NOTE: FOR THE BENEFIT AND EXCLUSIVE USE OF: POB j_ SB930'42'W CENTERUNE Oi RIGHT OF WAY ly10 jl0 N1 18.00' I N89'50'42"E z o + a O o O f TAN1A MARIE RICH LANDAMERICA GULFATLANTIC TITLE PHC TITLE CORPORATION PULTE MORTGAGE, LLC LAWYERS TITLE INSURANCE CORPORATION 79.33 _ o _ 25.34' LOT 61 LOT 62 LOT 63 LOT 64 LOT 66 CONORM K +12 0' IN1kNAY 79.33' 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 03/28/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND, 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E DATED 4/17/05 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 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. MAIONUb :!HuWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 55 BEING NOO.09.18 W, PER PLAT. FIELD DATE:) 11/16/05 REVISED: SCALE- 1 = 30 FEET APPROVED BY.• SJ i I i8.0'tS" i I 11 i y pvlg8Z.0 cn O I OD 9 i ni 00 FI I1 OCD iiN 1 8 7t 11 ii J CO S III II OT II 65i11 m 25.34' S89'50'4?"W 18.00 LEGEND j.l i[lNjaN58N1A PC 1•1 PI 1 svIz ONQ p I Irj 1 1 0 1 r D z non A 7 O20 1 z Cm0n!i' m 51' ig w> A>D{ 0 rn rn {n i BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/ C AIR CONDITIONER r+!" CONCRETE C CHORD LENGTH C. B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD C/ W CONCREETTEE WALK F. E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB UCENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE 1/ 2' IRON ROD AND CAP SETLB 05393 (03/28/05) FND NAIL AND DISC LB # 55 (03/28/05) FND 1/2-IRON ROD AND CAP 0LB06393 (03/25/05) G DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/ W SIDEWALK TYP TYPICAL UP UTILITY PAD POB POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, REVISE CERT 5-01-06 550 AMERICAN SURVEYING & MAPPING JOB NO. ASM48959 - 65 SAL 03/28/08 CAC CERTIFICATION OF AUTHORIZATION NUMBER LB/8393 FOR FORMBOARD 12-0-05 VH 1030 N. ORLANDO AVENUE, SUITE B FLORIDA FIRM DRAWN BY: PLOT PLAN 0-02-05 DLC 327899-- (407)426-7979 JAMES JAY ALES PSM #4997 DATE PLAT - OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 66, 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 8. SEC. 6-7(A). SETON HALL COURT 3.04' RIGHT OF WAY TRACT A 1" = 30(COMMON AREA) GRAPHIC SCALE ROADWAY, ACCESS, RECREATION 0 15 30 LANDSCAPE, DRAINAGE & UTILITIES POB S8930'4Z'W CENTERLINE OF-7_ 139.43 RIGHT OF WAY lyICI V, 110 tD 1 V! itIm NI97.34' LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 movE9AY II IIII ry NOTE: 97.34' 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 03/28/06, 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. 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.WEST€R Y_LINE OF LOT 66 FIELD DATE:) 11/16/05 SCALE- 1* = 30 FEET APPROVED BY: SJ FOR THE BENEFIT AND EXCLUSIVE USE OF: PULTE HOMES LA; pNuQQ 1p01 p 44N11 PC TIC PI I 25.33' 1+sN 9'5V42"E I LOT 66 Is's 1 s1 0 v I oarIn:<R 22 r 7.0' c»; 1? 2V0Qi1 vNz > I t =' V OiH rn;vV! z;u> J h A my rn OD s Oz 10 m cto o S89'50'4?" Vy 25.33 APc LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER i•? gip' CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CS CONCRETE SLAB C/W CONCRETE WALK F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE SET 1/2' IRON ROD AND CAP LB 06393 (03/28/05) FND NAIL AND DISC LB 055 (03/20/05) FND 1/2'IRON ROD AND CAP O LB #5393 (03/28/06) DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTILITY PAD POD POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM48959 - 68 i FINAL 07/ZB/O6 GAG FORMBOARD 12-01-05 VH DRAWN BY. Aw,,..,.y.^ RLQ7.PLAN 6-02-03 DLC AMERICAN SURVEYING &MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L9/8393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32769- (407) 420-7979 FOR THE FIRM JAMES JAY ALES PSM #4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 66, 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). SETON HALL COURT 63.84' RIGHT OF WAY TRACT A GRAPHIC SCALE ( COMMON AREA) ROADWAY, ACCESS, RECREATION 0 15 30 LANDSCAPE, DRAINAGE do UTILITIES FOR THE BENEFIT AND EXCLUSIVE USE OF: PULTE HOMES S89'S0'42'W T CENTERLINE OF7- 139.43 RIGHT OF WAY 1 10 L4 ILA iD I (n N1 IJ Im 25.33' N 89'5 ' 42"E97.34' ai, LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 DwvmY r- 12.0' v f, CID_ iiso 8.3' 0 I I00> , v i z I v0 > g yb lSIIIIIIJONZnOnAn a I1 p h FF!! OIn>! 4vA1 m i R. I I OpII I1 wrolmzDM 1 1 1111 I97.34' 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 03/28/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 OD40 E DATED 4 17/93 AND FOUND THE SUBJECT PROPERTY APPEARS 70 LIE IN Z OD E X. AREA OUTSIDE THE 100 YEAR FLOW PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VEIBFlCATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. FIELD DATE:) 11/15/05 SCALE: 1' - 30 FEET APPROVED BY: SJ LOT 66 18.3' 0 S. 1ct S89'50' 4 257"W3E LEGEND 7 iev qq1Af 1,, pN 14 Np^'W PC m PI 1 n 1 Np N m 1 1 A s v 1 Nan 8 7.0' ` c0s p Q 1 z CJvm0QI' LnOOp nlyinf Z m rn o0 1DA 1 o m Fri FODs o z rn 17. 00' ai zp. _ BUILDING SETBACKLINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/ C AIR CONDITIONER CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CS CONCRETE SLAB C/W CONCRETE WALK F.E.M. A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE SET 1/2" IRON ROD AND CAP LB 05393 (03/ 25/06) NAIL AND DISC QFND LB (88 (03/28/06) 0 FND 1/ 2' IRON ROD AND CAP LB %8393 (03/ 26/05) DENOTES DELTA ANGLE P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTILITY PAD POD POINT ON BOUNDARY THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM48959 - 66 1 FINAL 03/26/08 CAC BY. PLAN 8- 02-05 DLC ICAN SURVEYING & MAPPING FOR CATION OF AUTHORIZATIONNUMBERLB/8393 THE 1030 N. ORLANDO AVENUE, SUITE B FIRM MINTER PARK, FLORIDA 32789- (407) 426- 7979 JAMES JAY JILES PSM #4997 DATE