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Home My WebLink About140 Bristol Forest Trl (2)CITY OF SANFORD PERMIT APPLICATION Permit #: qg { • Date: U 7 Job Address: J 1_U lSr0/ fGfCS t Description of Work: 1h3 STALi_ SGeXT_1J &>a*% 00 iYaSt;2%WTotal Square Footage Historic District: Zoning: Value of Work: Permit Type: Building Electrical" Mechanical JV Plumbing *4 Fire Sprinkler/Alarm **V* Pool Na Electrical: New Service - # of AMPS Al * Addition/Alteration Change of Service /Vq Temporary Pole P'd Mechanical: Residential A#- Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures *V4 # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets &4 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address: C' e,&_c. I MAW 64WA g4H/.2E L 141 Axis D L FD 1PJ.f 4W.- U& Jcp"—n 3 7 -7.7 / Phone: ' l30 327L 5 State License Number: G i7 G D 3 *75 .0 Contact Person: ER/G/iDDtd E(f Phone: #P% &S O Bonding Company: Address: Mortgage Leader: Address: t- Architect/ Eogiueer: lD I VAW_ s/ /r Phone: 4V-7 J9 • Address: 0 / /SL12f1 ! %a/f m/ Fa:: r•z V!2 - z? Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfomred to meet standards of all laws regulating construction in this jurisdiction. 1 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. N TI E: 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 t is verification that 1 nyfify the owner of the property of the requirements of Signa Owner/Agent Date o1 Name Date DEBBIE BLANTON MY COMMISSION # DD IeWI EXPIRES: February 25, 2007 Produced ID APPROVALS: ZONING: 0' oV UTIL: Special Conditions: Rev 03/2006 FD: loridirLien La FS 713. ,\\\\llnnn//.//// on r/Agent IN.0t.'t or/ AgT en—t s N = n •O s G % iotary- State of Flay/• ..§, :+n5 • Q Contractor/ Agent is _ Pers rally I own to a or Produced ID 1? I 1/t ENG: BLDG: b 11log Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 D"m JOHNSON. CFA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101 E. FIRST sT SANFORD, FL 32771-1468 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-502-0000-0680 Number of Buildings: 1 Owner: RAMIREZ CARLOS & MARGARITA Depreciated Bldg Value: $155,993 Mailing Address: 149 BRISTOL FOREST TRL Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $40,000 Property Address: 149 BRISTOL FOREST TRL SANFORD 32771 Land Value Ag: $0 Subdivision Name: PRESERVE AT LAKE MONROE Just/Market Value: $195,993 Tax District: S3-SAN FOR D-WATERFRONT REDVDST Assessed Value (SOH): $195,993 Exemptions: 00-HOMESTEAD (2006) Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $170,993 Tax Estimator 2006 VALUE SUMMARY Tax Value(without SOH): $3,381 SALES 2006 Tax Bill Amount: $3,381 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) WARRANTY DEED 02/2005 05628 1807 $192,400 Improved Yes Savings: $ 0 Find Comparable Sales within this Subdivision 2006 Taxable Value: $171,781 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS:, Pick... Method Units Price Value LOT 68 PRESERVE AT LAKE MONROE PB LOT 0 0 1.000 40,000.00 $40,000 62 PGS 12 - 15 BUILDING INFORMATION Bid Bid TExt Wall Bid Value YearBaseGrossLivingEst. Cost Num TyBit Fixtures SF SF SF New 1 SINGLE 2005 6 1,934 2,379 1,934 CB/STUCCO $155,993 $157,569 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 25 Appendage / Sgft GARAGE FINISHED / 420 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www. scpafl.org/web/re_web.seminole_County_title?PARCEL=22193050200000680&cowner=R... 11 /17/2006 t Carlos & Margarita Ramirez This addition only has been designed in accordance with the requirements of the 2004 Florida Building Code — Existing Building, Chapter 9. The following wind load requirements, in accordance with 2004 Florida Building Code - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-02 were employed in the design of the structure: Basic Wind Speed: 120 MPH 3-Second Gust Wind Speed Wind Importance Factor: 1.0 Building Category: II Wind Exposure Category: B Applicable Internal Pressure Coefficient: +/- 0.18 Design Wind Pressure for Exterior Components & Cladding: +22.0/-24.2 PSF For Openings, See "Wind Loads on Exterior Openings" Schedule Attached Type of Roof System: 3"-0.024" Laminated Structall building Systems Roof Panel. Materials: 3"-0.024" Laminated Structall building Systems Roof Panel. Fastening Requirements: Per Manufacturers Specifications. Flashing Requirements: Per Manufacturers Specifications. DAVIS & CLEATON ENGINEERING, INC. 103 W. WISCONSIN AVE., SUITE #104 DELAND, FLORIDA 32720 PH. # 386-738-7475 LIC. # 35816 RAhiRE:- F F-01 1 : FAY HO. Feb. 23 2006 11:27AM P1 STRUCTALL Octobci 25, 2005 7'0: Local / County Building Dept Re: 'Me ust of Slructall Building Svstems, Inc. Gnginecring I Isciaby .citify Lhul Flurlda Roomy S N"ndows, tpz /ti N:dgewater Ur., unit 1700, Orlwndu, FL 32810 has permission from Structall Building Systems, Inc. and mysalf, to hirild in nranrrlanrr with and use Structall Building Symamt,• ingineoring. 5iiiS my I'?U 3liR0An'It.LC51"91,R.i'I.JPIDx .i46i' It F f!EiW.uW@B .BUU-'d9-:+'06 t.CC cBl3sBY3-'uz7•:'ri;CEt1 LeEk+30 C A 1?35{7'--.: lta://•vww. arietall!.oer+^=ri+lSsit_ .nie c'Isv aslk_m. 055 x 3" HEADER EXTRUSION FASTEN TO PANEL WV R8 x 9/16' TEK'S ON BOTH SIDES O 8- 0 C. MAX. ATTACH 3" ROOF PANEL MIN. TO WOOD HOST STRUCTURE W/ 0 x 3" WD. SCREWS O 12 O.C. MAX. ATTACH TO MASONRY HOST STRUCTURE Wl 1/4' DLA060 x 3" GUTTER EXTRUSION x 1 1/2 CONC. SCREWS O 4" O.C. MAX FASTEN TO PANEL W/ IJB x 9/16' TEK' S BOTH SIDES ®® 2" O.C. Mf 055 x 3" RECEIVING CHANNEL EXTRUSION FASTEN TO WALL PANEL, W/ #B x 9/16" TEK' S ON INSIDES O 8 O.C. MAX. FASTEN TO WINDOW USING WINDOW FLANGES W/ # 8 x 9/16' TEK'S O 8" O.C. MAX. WINDOW 055 x 3" RECEIVING CHANNEL EXTRUSION FASTEN TO WALL PANEL W/ A8 x 9/16" TEK' S ON INSIDE O B" D.C.AX. FASTEN TO WINDOW USING WINDOW FLANGE W/ 18 x 9/16" TEK'S O 8" O.C. MAX. NOTE DRAWINGS PRESENTED, RE A TYPICAL ROOM SIZE AW AS ROOM DIMENSIONS VAF OF ROOF AND WALL COME WILL VARY. SEE SPAN CHARTS FOR A CLEAR SPANS FOR VARIOL EXTRUSION THICKNESSES USE EXTRUSIONS OR BRE METAL THAT CORRESPOND THICKNESSES FOR EACH I SEE PLANS do ELVATIONS ROOM TYPES SPECIFICATIC CONNECTION DETAILS FOR LOCATION, TYPE, SIZE AN 055 X 3" RECEIVING CHANNEL EXTRUSION FASTEN TO WALL PANEL WL" #8 X 9/16' TEK' S ON BOTH SIDES O 8 O.C. MAX SCREW ANCHOEN TORBOR/E UAL 0 24 O.C. 3" KICKER PANEL MIN. 4" CONCRETE SLAB MIN. INCLUDES EXISTING SLABS IN GOOD CONDITION) TYPICAL GLASS ROOM NOTE SEE FOOTING DETAIL D3 ON SHEET J CO2 FOR GLASS ROOMS IN WIND SPEEDS OF 100 MPH k ABOVE WALL SECTION I f E °' m CO Cl n O m V m4- 0Eo cr m m W otS j, q t1f 3 O Cl c1 n a m A 5 z m O CCG co het. t 10 od. 01-0 —03 a..R SRD aw ..x tNC. NOTE- Thermo Mullions (A; B) are recommended for insulated glass rooms. Use Non -Thermo Mullions (Al; 61) for screen rooms and glass rooms that are Figure - ( IODULAR ROOM FEMALE MULLIONUseasonepartoftwopanupdghland to theme lcp and bonom of windowopenings. EXT-s7 ror 3- THERMO MODULAR ROOM ADJUSTABLE TOP CAP Adiusla to roof pitch. No mom gap briween roof pawls and frwhl wall. M rA use with 3- Thermo Modular Rowe Adjuslable Top Cap Lower Assembly. EXrJJtQS 3- THERMO MODULAR ROOM ADJUSTABLE TOP CAP LOWER ASSEMBLY Use to frame lop of Iront wall modules wtwn used with 3- Thermo Modular ft c Adiuslade Top Cap. SNAP-A•ROOM- COMPONENTS Figure - Of3 EM"101 2' x 3' THERMO MODULAR ROOM MALE MULLION Use as one part of two pal upright and to 4 comer past and recehlng channel. Figure OC O lgure - OH EXr-3,WW 2' x 3' MODULAR ROOM FEMALE MULLION W/SCREEN SPLINE Use as one pall of two pal upright and to frame lop and bottom of window op"ngs. r\ IM TOP CAP Use b Irarnc tap of slde was nhodJes when uslrhg 3- Themho Modutar Room Adjustable Top Cap d Lover AssemWY. 3' MODULAR ROOM KEYED RECEIVER Receives kick panel and attaches to female and mate nnueions. FXr. r.]ror THERMO CORNER POST Receives wall modAes all all corners of structure. I EXr33car 2"x 3' MODULAR ROOM MALE MULLION W/ SCREEN SPLINE Use a one pant of two part uprigN and to fit canner post and receiving duannet. Figure - B1 EXT-1.31M 3' THERMO BASE CHANNEL Use to receive panels on slab and to frame bottom of wall modtles. Figure - O Fgure - OExr,3,1" 3' MODULAR ROOM EXT-3-3mr RANCH BACK 3' MODULAR WINDOW STOP I ROOM FRONTWINDOWSTOP base for iSupporthoning window. I I Figure - OJi The troll window stop an be I EXi-1AJn5 3' MODULAR used with either back window stop ROOM 90' BACK forrarne window. WINDOW STOP EXPLODED VIEW OF SNAP-N-LOCK- ROOF SYSTEM 3" THERMO OR NON•THERMO WALLHEADER 3' Modular Wail & Roof System MocUar Room System Components STANDARD ENGQEFANG BOOK Engineered by Lawrence E Bennett 3W eUMAAW RAND FLORA STRUCTALL SUILCINO 6ys"r NATK) WIDE 14OD4 QJ LOCAL Si3.865-2W FAX 813-068.81M 4 EXPLODEDEDD VMW 7 Il-wr%n V 1 V 1 "IV[ TYPICAL WALL ASSEMBLY STANDARD ENG14EERING BOOK HEADER PANEL aim Ociffo HEADER p--- ANEL 34677 au DiNo ave r nne FAX813 4112E ti HEADER PANEL E Panel Wind Speed - 100 m.p.h. Wind Speed - 110 m.p.h. Snap-N-Lock Thk, Composite PanelOverhang0FT. 1 FT. 2 FT, 3 FT. 4 FT. 0 FT. 1 FT. 2 FT. 3 FT. 4 FT. F G .024 14'-11 15'-l' 15'-6' 18'-2' 13'-9' 13'-11- 14'-4- n!! G a ug .032 19'-8' 19'-9' 20'-1' 20'-T 1B'-t' 1B'-J' 18'-6" 20'-6' 20'-7' 20'-10' 21'-4' iB'-10' 78'-11' 19'-3' f 28ga. Metal SklnSG .024 20'-4' 20'-5' 20'-8' 21'-2' 21'-10' W-B' 18'-10' 19'-1' 19'-7' 20'-4' d 3" u ,032 23'-10' 23'-11' 24'-2' 24'-7' 25'-2' 21'-1t' 22'-0' 22'-3' 22'-9' 2J'-4' e 26ga. Foam ..'. .:'.'.'.'.. 23'- 11' 23'-11' 24'-3' 24'-B' 25'-2' 21'-11- 22'-1' 22'-4' 22'-9' 2J'-5' G . 024 22'-3' 22'-5' 22'-8' 23'-1' 23'-B' 20'-8' 20'-7' 20'-i t' 21'-4' 22'-0' 4 1 .032 25'-B' 25'-9- 25'-1 t' 26'-5- 28'-11- 23'-8' 23'-g' 23'-11- 24'-5' 24'-11' e 28ga. Metal Skin 26'- 3' 26'-4' 26'-7' 26'-11' 27'-6' 24'-2' 24'-3' 24'-6- 24'-11- 25'-0' G . 024 27'-a' 27'-9' 27'-11' 28'-4' 211'-0' 25'-6' 25'-7' 25'-10- 26'-2- 26'-9' 6" u .032 31'-11' 31'-0' 30'-0' 29'-0' 28'-0' 29'-5' 29'-6' 29'-B' 29'-0' 28'-0' 32•- 0- 31'-0- 30'-0- 22'-0' 28'-0' 30'-2' 30'-3- 30'-0- 29'-0' 28'-0' gagaFoam - to# Density E.P.S. Aluminum - 3105-H14/H25 Alloy G .024 32'-0- 3V-0' 30'-0' 29'-0' 25'-0' 29'-8' 29'-9- 30'-0- 29'-0- 28'-0- 8' 9 a Y . 032 Steel - ASTM-AT2e/A 526M-90 32'-0' 31'-0' 30'-0' 29'-0' 23'-0' 32'-0' 31'-0' 30'-0' 29'-0' 28'-0' p Patent N 4,769,983 d 5,088,599 32'- 0' 31'-0' 30'-0' 29'-0' 28'-0' 32'-0' 3t'-0' 30'-0' 29'-0' 2e'-0' 26gaPanel Wind Speed - 120 m.p.h. Wind Speed - 130 m.p.h. Notes Thk' Overhang 0 FT. 1 FT. 2 FT. 3 FT. 4 FT. 0 FT, 1 FT. 1 2 FT. 3 FT, 4 FT. Charts show Maximum Clear Spans G1 .024 12'-10' 12'-11' 13'-5' it'-8' 11'-10' 2, a u for Sna -N-Lock Com Delta Panels 16'- 10' 18'-11' 17'-4' 15'-S' 15'-6' 03228ga. using 1 IbJcu ft EP.S. Foam used In Screen Rooms". Structures classified as "Screen 17'- 7- 17'-8' 17'-11' 16'-0' 18'-2' G . 024 17'-5' 17'-6' 17'-10' 18'-5' 73'-11' 16'-0' 16'-S' 3„ 7 .032 Rooms" contain solid roofs and 20'-5' 20'-8' 20'-10' 21'-3' 18'-B' 18'-9' 19'-1' at least one solid wall usually the 20'- 6' 1 20'-7- 20'-10' 21'-4- 1B'-6' 18'-9' 19'-1' e28ga. host structure. •g. Attached Screen, Vinyl A Acrylic Rooms Only. G .024 1 i9'-t- 19'-2- 19'-6" 20,-0' 17'-5' 17'-6' 17'-11' 18'-5' 4' u .03221'-11' Overhang Improves panel epaR 4 it. 22'-1' 22'-4' 22'-t0' 20'-t' 20'-2' 20'-6' 20'-11' 9 8128g.1 maximum or as listed. The Thermal Resistance Value of a 22'- 6- 22'-7' 22'-10' 23'-3- 20'-7- 20'-B' 20'-11" 21'-5- G . 024 23'-9' 23'-10' 24'-1' 24'-6' 25'-0' 21'-B' 2V-9- 22'-0' 22'-6' f panel Is R-4 per Inch of thickness. 27'- 4' 27'-5' 27'-8' 28'-0' 28'-0• 24'-11' 25'-1' 23'-4- 25'-B' 6! u .032 eg, a 3" panel has a value of R-12 26'- 1' 28'-2' 28'-4' 28'-9' 28'-0' 25'-8' 25'-9' 25'-11' 26'-4' 26'-10' g s 126ga. may be used In a wall or 0PanelsG024L27'-8* 27'-9' 27'-11' 28'-4' 28'-0' 25'-3' 25'-4' 25'-7' 25'-11' 26'-6' roof application. 8!! u 032 31-0 30'-0• 29'-0' 28'-0' 29'-1' 29'-2' 29'-5' 29'-0' 28'-0'For Maximum Panel Clear Spans Tor 31'- 0' 30'-0' 29'-0' 1 28'-0' 1 29'-5- 29'-5- 29'-8' 29'-0' 28'-0' 28ga123 MPH Wind Speed, reduce values listed In 120 MPH Wind Speed by PanelWindSpeed140m.p.h. Wind Speed 150 m. h. multi I n b o9a C STRUCTALU OUMM< RAIWA to0ft8%4NWW 34M FARftliiti Snap- N-Lock" Panel Spans "Open" Structures STRUCTALL BUILDING SYSTEMS STANDARD ENGINEERING Enginowod by LAWRENCE E. BENNETT PF_ P. O. BOX 4368, S. Daytona, FL 32121, Tel. (386) 767-4774 Panel Wind Speed - 100 m.p.h. Thk, overhang 0 FT. t FT. 2 FT, 3 FT. G* 26g& 18'- 5' is' -a' 18'-11' 17'-6' 2" u27'-7' 21'-8' 21'-11' 22'-5' g 22'- 5' 22'-6' 22'-10' 23'-3' G . 024 22'-3' 22'-4' 22'-7' 23'-1' 3" u .032 28'-1' 26'-2' 26'-5' 26'-9' g 28ga. 26'-2' 26'-3' 26'-6' 26'-10' 024 24'-5" 24'-6' 24'-9' 25'-2- 4!! u .032 28'-2' 28'-3- 28'-5- 28'-9' g 2B'- 9' 28'-10' 29'-1' 29'-0' 26ga. G 1 .024 30'-4- 30'-5- 30'-0- 29'-0- 6" u ,032 J2'-0' 37'-0' 30'-0' 29'-0' 9 28ga 32'-0' 31'-0' 30'-0" 29'-0' 024 32'-0' 31'-0' J0'-0' 29'-0' 8!! Y ,032 32'-0' 31'-0' 30'-O' 29'-O' g el2ega. 32'-0' 31'-0' 30'-0' 29'-0' Panel Wind Speed - 120 m.p.h. Thk. vrhang 0 FT, 1 FT. 2 FT. 3 FT, G . 024 14'-1' 14'-2' 14'-7' 2!! uj.032 18'-6- iV-7- 18'-11• 9 19'- 3- 19'-4' 19'-8' a28ga, G . 024 19'-1' 19'-2' 19'-8' 19'-11' 3" a Y . 032 22'-4' 22'-5' 22'-9' 23'-2' g 22'- 5- 22'-6' 22'-9- 23'-2' 26gaG' . 024 20'-11' 21'-0' 21'-3- 21'-9' 4" u ,032 24'-t' 24'-2' 24'-5' 240' '-1 g- e 28ga. 24'-8' 24'-9- 24'-11- 25'-4- G .024 25'-11' 26'-1' 26'-4' 26'-8' 29'-1t' 30'-1' 30'-0' 29'-0' 6" Y ,032g26ga30'- 9' 30'-10' 30'-0' 29'-0' G 1 .024 30'-4' 30'-4' 30'-0' 29'-0' 8" e u . 032 J2'- 0' 31'-0' 30'-0' 29'-0' 32 -0' 31'- 0' 30'-0- 29'-0- g 126ga PanelWindSpeed - 140 m.p.h. Thk. Overhang 0 FT, 1 FT. 2 FT. 13 FT. G .024 V- 11' 10'-2' 10'-8' 73'-t' 13'- 2' t3'-8' 2'' u 1 .032 9 28ga. 13'- 7- 13'-9' 14'_2- G: .024 U . 15'-160" i5'-11' 3,1 032gi26ga. 15'- 10" 15'-11'- 14'-9' 14'-11' 15'-4" 4!f u ,032 17'-0' 17'-2' 17'-6' 9 23._B. 27'- 4' 27'-4' 25--8- 28'-0' 2V-0• 28-0' 28--0- 28'-0' 28'-0' 25'-0' 28'-0' 2s'-11• 27'-2' 28'-0' 28'-0' 28'-0' 28'-0' 25'-0' 4 FT SGnTRY mwnwrmumm nTIN.. COMMUNITY ASSOCIATION MANAGEMENT MAIN OFFICE 2180 West SR 434 Suite 5000 Longwood FL 32779.5D44 PH 407-758-6700 FAX 407-788-7488 BREVARD COUNTY 597 Haverty CI #110 Rockledge FL 32955-3613 PH 321-638-88M FAX 321-638-9901 CLERMONT 1645 E Hwy 50 #201 Clermont FL 34711.5124 PH 352-243-4595 FAA 352-243.4597 FORT MYERS 633D Techster Blvd #1 Fort Myers FL 33966-4793 PH 239-277-0112 FAX 239-277-0114 GEORGIA 270 Carpenter Dr 1320 Atlanta GA 30328-4912 PH 404-459.8%1 FAX 404-459-8962 JACKSONVILLE 2960 Hartley Rd W 94 Jacksonville FL 32257-SM PH 904-880-4055 FAX 904.880-3550 KISSIMMEE 3377WVine St#306 Kissimmee FL 34741-4665 PH 407-846.6323 FAX 407-846-0301 LEESBURG 10332 US Hwy 441 N102 Leesburg FL 34788-7222 PH 352-343-5706 FAX 352-343-5123 PONTE VEDRA 1106 US Hwy A1A N #2201-A Ponta Vedra Beach FL 32082-4021 PH 9D4-285-1526 FAX 904-285-1260 SARASOTA 6901 Professional Pkwy E Suite 107 Sarasota, FL 34240-8473 PH 941-361-1222 FAX 941.361.1113 SOUTH CAROLINA 1130 Folly Rd Charleston SC 29412-4104 PH 843-795-0190 FAX 843-795-0191 TAMPA BAY AREA 25400 US 19 North N164 Clearwater FL 33763-2149 PH 727-799.8982 FAX 727-799-8984 VOLUSIA COUNTY 4188 S Atlantic Ave New Smyrna Beach FL 32169.3711 ; PH 386-423-TM FAX 388-423-1278 December 1, 2006 Carlos.& Margarita Ramirez 149 Bristol Forest Trail Sanford, F132771 Re: Architectural Review Board (ARB) Approval Dear Homeowner: Thank you for submitting your request. The Architectural Review Board has approved your request for a aluminum sunroom. Please be advised that you must conform to all local zoning and building regulations and must obtain all necessary permits. You are also responsible and required to restore, to the original conditions, streets, sidewalks, curbs, drainage, landscaping, sod, trees and/or any items destroyed or damaged due to your construction, additions or placement of any of your improvements. Please feel free to contact me at (407) 788-6700, ext. 274 should you have any questions or concerns. Sincerely, PRESERVE AT LAKE MONROE HOMEOWNERS' ASSOCIATION, INC, o----- o----- o- - W.7.4----- rood-. " 9LZl-SS£ tOybyr nJard : v uw Mt7 JY1-r WALK IS no yIa+TT , Q WALK IS 0.2' ON EASE E T ,mil .odrc i 0_2' ON vit iS 54'23'11 E 50.00' No " 5 5lZ3'11- E 431.01• WT-OF-WAY o MrBRISTOL FOREST TRAIL 000 50' RIGHT-OF-WAY NOTE: iIvj ALL ICRFIEDANDANY 1. AND DISTANCES HAVE BEEN FELDVERIFIED LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY. IF ANT. — BU4 mr, SETBACK UNIT CENTERLINE 2. PROPERTY CORNERS SHOWN HEREON ' WERE SET/FOUND ON 02-2- 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. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, Rl9HT DC WAY ME EMSTING ELEVATION CONCRETE LB LICENSED BVITNE55 LS UCENSED SURVETOR PRM pERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL. POINT P) PER PLAT M) MEASURED FNO FOUND CM CONCRETE WALK S SDEWALK C NCRETE PAD CS CRETE SLAB c CHORD LENGTH PK PARKER KALOH R RAOIV$ A/ M O n cIxw IN a rn 0 Le 0539Sco n% o) AND CAP vro ( n' BTI5393 (%z) CAPOn WINER NOT ACCMBLE O VENOTES DELTA ANCU L DENOTES ARC LENGTH GB. DENOTES CHORD BEARWO PC DENOTES PANT OF MVATURE p1 DENOTES PONT OF XTER5EC1104 PRC DENOTES PANT OF REVERIE CURVATIAK PT DENOTES POINT OF TANGENCY PC P TYP A C{ OPJOITIONERCOW CONCRETEBLOCK WALLRP IDS POL PfX RAW$ PANT W1FNKItCAA7110H TILI1Y LINE PONT ON VHC POINT IZF COMPOJJND CURVE FtlNT J NJtl VJDONY IIIIIIIIIININNNI9INNNINNINNIN1119pN IWI Permit# MARYANNE NMI CLERK OF CIRCUIT COURT This instrument prepared by: Eric Powell SEMINOLE COUNTY 356 West High Streel - BK 96535 P9 0361 t 1P91 Oviedo, Florida 32765-7837 CLERK'S # 2006204069 RECORDED 12/29/2006 09122133 AN Notice of Commencemel-CORDINB FEES 19.00 RECORDED BY t holden State of Florida County of Seminole County Tax Parcel # 22-19-30-502-0000-0680 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of Property: Lot 58, PRESERVE AT LAKE MONROE, According to the Plat Thereof as recorded in Plat Book 62, Page (s) 12 —15, of the Public Records of Seminole County, Florida General description of improvements: Install Structal Building Systems screen room on existing patio!slab. Owner information Name and address: Carlos 8 Margarita Ramirez, 149 Bristol Forest TRL, Sanford, FL, 32771 Interest in property: OWNER Name and address of simple N. A. fee title holder (if other than owner): Contractor Name and address: NORTH POINTE CONSTRUCTORS, INC., 356 W. High St., Oviedo, FL 32765-7837 turety bprTelephone: 407 468-0592 cell, 407 365-1216 FAX CER IFIE C. 1MaRYNE -F rNameandaddressN. A CLERK (I CIRC' I • l" Bond Amount SEMI T _x Telephone f ORl0a 0Y Lender Name and address N. A - E UTY CLERK Telephone EC A ?n]n ti* Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as, pr?QOd"in'„ti Section 713.13 (1) (a)7., Florida Statues: Alternate: Telephone: In addition to himself, Owner designates the following person(s) to receive a copy of the Lienoes Notice as provided in Section 713.13 (1) (b), Florida Statutes: Lienor: Telephone: Expiration date of -Notice of Commencement: the expiration date is one year from the datepfrecordin unless a different dateAcifie9 Signature of owner: uanos or Margarina KaTnirez V V STATE OF,JQY-dk,COUNTY OF S." Ina T The foregoing instrument was acknowledged day o , 2006, BY Ca.rlvs (. na who is personally known tome or • produced this l , 1 .L i . as identification, this d of j Seals or Anh Thu T Nguyen My Commission DD304015 Nota ublic, State of Flon a d Expires March 25, 2008 My Commission expires: 11/08/2006 11:52 FAX 3867750810 GUARANTEED2GETUWET 0002 November 8, 2006 City of Sanford Building Department Attn: Dan Florian I am requesting an, extension for permit number 06-817 issued on 12-21-05 for work to be done for David Cole at 184 Bristol Forest Trail, Sanford, Fl. 32771. Due to unforeseen circumstances that were out of our hands this project took extra time to complete. We are finished and the customer is ready for a final inspection. Therefore, we need this extension so the permit can be re -issued for us to complete the project and final inspection completed. Thank you if you have any questions or need any other documents please call the office at (386) 228-9988. Wesley C. Haigh President 2350 N. Volusia Ave. Orange City, FL 32763 386-228-9988 Fax: 386-775-0810 www.getuwet.com 11/08/2000 11:52 FAX 3867750010 P. GUARANTEED2GETMET 001 ra U Send to:, A ttentinn: Ofce T:ncoinn: Rnx Nnmher! D 3 a- Urgent e-Reply*ASAP . D Please Comment D Please Review 0'. For your information Total pages, including cover: C 350 N. VOL'USIA AVENUE ORANGE CITY, FL 32763 386-229-9988 386-775-01110 FAX From: , fDnte: Office I Acnonn: Phnne NmTiher: