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209 Fairfield Dr - BR08-002564 (SCREEN ROOM - EXSISTING SLAB)tA,,c jo cos CTTI("OF SANFORD PERMIT APPLICATION c Application #: 08 Submittal Date: Job Address: /. /Ot 4r- SO_n4 Li Value of Work: $ Is- O 0 ® P 9 Parcel ID:3 - ^.s^ Odd ` yD Zoning: Historic , SDistrict: 2008 1 LO,IL'.!s . Description of Work: ateen odd- /O' SoZ o4 irs,:SAktSquare Footage: Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of ater Closets Plumbing Repair- Residential Commercial Occupancy Type: Residentia Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Property Owner: • AU i U ontractor: kill' M / A, •->< Address: e- Address: Pho e°- yea^ - mail: Phor?4s J- State License Number: 4fe(::56ae dO Bonding Company: Address: Arch Mortgage Lender: Address: Phone: ZjVfs Plan Review Contact Person: rA*-) Jk -- A o A om Fax: _m/i1: 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 theIf issuance of apermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate C,v permit must besecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and lK 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 county, and there may be additional pert -nits required from other governmental entities such a er Acceptance of permit is verifi atio u IL Si afore of Owner/Agent Ati . AJ int wner/Agent' s Name N W Z g t re f to y State 1 j O O O QtpZ n C N 01. WC 0' m U O O w S h T' wner/Agent is _ Pers Ily Kngd- to Me or 1 w a Em. Ex E Produced ID 1 LS: ZONING: 4_"- UTIL: Z notify theowner of the Date OP Date Date FD: 11 Q — W Monday, August 11, 2008 G "40 JOH14SON. Cr•A. ASA PROPERTY APPRAISER EMINOL E COUNTY } L.. 1 101 E. FIRST ST SANFORO, FL.32771.146a 407.665-7506 GENERAL Parcel Id: 32-19-31-515-0000-0980 Owner: MARONDA HOMES INC OF FLA Mailing Address: 411 CENTRAL PARK DR City,State,ZipCode: SANFORD FL 32771 Property Address: 209 FAIRFIELD DR SANFORD 32771 Subdivision Name: CELERY LAKES PHASE 1 Tax District: S1-SANFORD Exemptions: Dor: 00-VACANT RESIDENTIAL Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Total VALUE SUMMARY VALUES 2008 2007 Working Certified Value Method Market Market Number of Buildings 0 0 Depreciated Bldg Value 0 0 Depreciated EXFT Value 0 0 Land Value (Market) 36,800 41,000 Land Value Ag 0 0 Just/MarketValue 36,800 41,000 Portablity Adj 0 0 Save Our Homes Adj 0 0 Assessed Value (SOH) 36,800 41,000 Tax Estimator Portability Calculator 2008 Taxes and Taxable Value Estimate Assessment Value Exempt Values 36,800 0 36,800 0 36,800 0 36,800 0 36,800 0 Taxable Value Millage Taxes 36,800 4.3578 160.37 36,800 7.4130 272.80 36,800 6.3250 232.76 36,800 4158 15.30 36,800 1451 5.34 18.6567 686.57 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2007 VALUE SUMMARY 2007 Tax Bill Amount: $765 Deed Date Book Page Amount Vac/Imp Qualified 2007 Taxab slue: $41,000 Find Comparable Sales within this Subdivision DOES NOL NCLU5E NON -AD VALO SSES NTS LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 36,800.00 $36,800 Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change If you recently purchased a homesteaded property your next year's property tax will be ba. LEGAL DESCRIPTION PLATS: Pick... LOT 98 CELERY LAKES PHASE 1 PB 62 PGS 75 & 76 being finalized for ad valorem tax purposes. Just/Market value. l I hereby aULIJlonze To sign his/ her name on m beef in _ of h For the work to be performed at order PPIY a Pit tat # S, g Subdivision Address State of mor iCIA Ozattge Couzrty The fr rt:j;Vm insb cmme * was b>cane me Of Pra *d2lis of I2iryCardenas. (Name of pew _ r YR Pie, ° RENE BETANCOURT Notary Public - Sta te of Florida MMCornmW0nEV'e$Oct31,2008 °( YP' commission # DD 367628FrFOFi ,oO fBondedByNationalNotaryAssn.. p „) /+ C/l CDG— PdW TYPL-wmmbdcmed n iPmsonallp knowrn /Or-prodwe Type of UD produced Lawre nceo Bennett, Pena P.O. Box 214368 South Daytona, FL 32121 386-767-4774 fax: 386-767-6556 January 1, 2008 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 Florida Building Code with 2006 Supplements Dear Building Official/Plans Examiner: This is to certify that the following contractor/company is hereby authorized to use my ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2008. Authorization is on a January to January basis regardless of the edition of the manual. This authorization also applies to contractor master file drawings, "ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. The following contractor/company is hereby added to my 2008 MASTERFILE LIST: Frank Cadenas Aluminum & More Inc 332 Maquire Rd Ocoee, FL 34761 CGC060093 Should you have any qu < ns; please contact me at your convenience. 1 i Design Check List for Screen / Vinyl Room (Page 1 of 2) I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure B' F71 or'C'II or'D'n; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or 120 MPH for 3 second wind gust velocity load; Basic Wind Pressure 17 ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = 13 PSF for Roofs & 15 PSF for Walls b. "C" exposure = PSF for Roofs & PSF for Walls c. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A-C on page 3iii. II. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. Aluminu ore Phone:407-654-7522 Contrac or / zed Rep* me eas ri Date: 08/11 /08 ont actor uth ized Reo* ionat Herminio Matos 209 Fairfield Dr., Sanford, FL 32771 Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes No A. Project name & address on plans ....... El B. Site plan or survey with enclosure location .... .. ...... ......... ........... M r7 C. Contractor's / Designer's name, address, phone number, & signature on plans I® D. Site exposure form completed ..................... ........................... E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 1. Plan view with host structure area of attachment, enclosure length, and ........ projection from host structure 2. Front and side elevation views with all dimensions & heights ........ r7 3. Beam span, spacing, & size ............... ............ .. .. .... ........ Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size ... .......... .......... EJ Select uprights from appropriate 3A.2 series tables) Check Table 3A.3 for minimum upright size) 5. Chair rail or girts size, length, & spacing ............. ........ ............ F77 E7 Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size ................................. .... Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... El Section 3A tables used: 3A.1.1-120 Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and/or "C" or "D" Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH @ MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** - I Exposure Multiplier ** Must have attended Engineer's Continuing Education Class within the past two years. Appropriate multiplier from page 3A-ii and page 3A-iii. b-7 Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights .. ........ . ....... Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height d— Required Span @ 120 MPH @ MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier ** — I Exposure Multiplier — Yes No C. Table 3A.3 with beam & upright combination if applicable M F1 71 D. Connection details to be used such as: 1. Beam to upright... ..... ........ ... . .......................... 2. Beam to wall .... .............. El E 3. Beam to beam .......... F7 M 4. Chair rail; purlins, & knee braces to beams & uprights .. .. ....... IZI El 5. Extruded gutter connection . . ....... .............. .. El® 6. U-clip, angles and/or sole plate to deck. ....... .... .. ........ E. Foundation detail type & size E] Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 r 4 gL dr7_-j[so olsangjADbroyiatio s _ M'iv. r'—* ' Boo ay tmt PREAI , brd q Five481wa RV. a4 Metwr.0 P.++ p P.T. POenlw:d» T 4 pnael•.a,y l+no i CA , taor su fava oUPA _ p•I PaiN r4l dr1 w000th"tOxyLk, Ck, Craw L& : Uaw4S o,,,iW, rb 't ANSPOWLrneSMOVm pl: hagtstweet.ngs++yor c ; Cwwal Ah9tr t'ofswalQ o.R . ORAeial Ftom,as pac : P nl ac mu;t FVW ' F*1't> "y ARC L"k)Oon xvplon Pef;, Pavbr.ANN A SOe. C Cl nt of R AaVMi4 GLM 6a>e0n cdmayaa %;*+ftiewnAroaAlo vme SR • sevi c asn. Greys : to qa<, pbvn of Conyeune Gxro Pow a $foci l T JA.: 7WFPM 7 a6r V VIA oundaryAilrwvQ L!W"t0°opift NW,Coirtp Pad wpW bar1,-#STl 1Fsw"° Aid 11j „ rl p l ,a da; ft ycd RYdgicobod dpW it l betsan ao acw./ SPacisi Food ktaWd Areu'. .Ilr..a.>eus • yeA{199tltl.. v , AIL elE 17- i ova —_ i IR 1 C9*`• - r It'd` - • ;p ' • •_ T M: arrr ' OFFICE Ci a `` % A.A'r t i y"ice• yrl''t'.',f'9' • , . ,'.A'•`A' C. A: M,t'A`; IM ti x - , r ' ,,, '•' ; 01 9 ; , C z kr!rc.s ,ors- f ; igcYe o.r.,,.wc ' Tc ,.rr ?.y+a figA1497. 4SALA a 6 , a 5 75•- A©r.d,f,c .SA e,.A+e' e +,r'o,os.,, Cos+.y,.r>r}+ , .d iar9F'.,! CrrmrtloTo. i' P—Gi00tow OsffiiY ftl RilqAIAfI)' V"fr Ty MONO. on, andis !areal io W7M Oorlili and 1 Na awn®YMost$ the mill' h py g nl9a Board ofPro(sss; C$.Stt•IQleyar' 3317•S.1 dL m AMrtitil_NveiiOQa, aAiKg lo}'aa4s s• SMITH PRAIRTING & SIUR1iEY1NGr INC ! 7- c. r. era.tato S ? DELAND, FL anari DELTOntA FL r Wgi 79a- s _ DRAWN BY: .,. / 7~l{ REv19lOk& CAE4Y CM f.A. Af AIs/i iW " "'` •• SCALE' f, . Z 6 aN1F9 fVuFnear•7ss ' Now No Wmirument8 81 yC M ragw nQj Y61Chrtp y, J11*16fient. Eli MRs, te"Wat«ona, rforwons and/or rljpw*l•wiy6. 11 any,have towiftly Lo lhllsu-aya,)a as 91— r. No uVerpround inSW&I uillides nave Dien Iged eFOCDDI ae ahoWn. c cl F gm 7 " ) se /® — -®,n Ix I t flE.ae. F v & c 4 iis 4f Q Q (5 Q Q R.aof 7),pe.: (Ar 11}; dt`{ siort Dolor F`OF1 CO- Screen TVIM, (iD_ rf7?ossed i Emoorl, 1 XFo of DowlISIPours J SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) LW' FOR MAX. H* / UPRIGHT / HEIGHT (h) 1" x 2" MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM ( FOR FOOTINGS SEE DETAILS PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH I FOR ROOF BEAM ALTERNATE CONNECTION P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS ( SEE SECTION 7 FOR DETAILS) SEE TABLES) w O.H. z U SOLID ROOF w NO MAXIMUM U) ELEVATION SLAB OR GRADE) P =PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH P' VARIES NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 140 150 s 1 #10 #1 2 #12 d TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368. South Daytona. F1 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: febpe@be(isouth.net PAGE © COPYRIGHT 2006 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING 4) #8 x 112" S.M.S. EACH SIDE OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/ 1" x 1" x 2" ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL AND KICK PLATE 2" x 2" x 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4" x 2-1/2" 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. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH ALTERNATE WOOD DECK: 2" PTP USE WOOD FASTENERS W/ 1-1/4" MIN. EMBEDMENT) COPYRIGHT 2006 SECTION 3A 1" x 2" TOP RAILS FOR SIDE WALLS KITH MAX. 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SPACING AS FOLLOWS WIND ZONE MAX. UPRIGHT SPACING 100 T-0" 110 U-7" 120 6'-3" 123 6'-1 " 130 5-8" 1401&2 F150 INTERNAL OR EXTERNAL L' CLIP OR'U' CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4) #10 S.M.S. 1 x 2 OR 2 x 2 ATTACHED TO BOTTOM W/ 1" x 1" x 2" x 1 /16" 0.045" ANGLE CLIPS EACH SIDE AND MIN. (4) #10 x 112" S.M.S. 1" x 2" x 0.032" MIN. OPEN BACK EXTRUSION 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-3 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES HEADER ATTACHED TO POST 2" x 2" OR 2" x 3" HOLLOW W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 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 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 112" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1 /4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) TYPICAL UPRIGHT DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email, leb pe@ bellsouth. net PAGE COPYRIGHT 2006 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 Table 3A.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0 #/SF (48.3 #/SF for Max- Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Max. Cantilever 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'4" d 0'-11" d 5 5'4" d 6'-7" d 6'-9" d 1'-0" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'4" d 0'-11" d 7 4'-6" d 5'-7" d 5'-6" b 0'-10" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-10" d 9 4'-2" d 5'-0" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 1 '-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-9" d 10 4'-3" d 5-2" b 5'-0" b 0'-10" d 11 T-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 T-11" d 4'-9" b T-7" b 0'-9" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span 'L' / (bending W or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Max. Cantilever 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 5'-8" d 7'-1" d 7'-2" d 1'-1" d 5 6-5" d 7'-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-0" d 6 6'-0" d 7'-5" d 7'-7" db 1'-2" d 7 5'-1" d 6'-4" d 6'-4" b 0'-11" d 7 5'-9" d T-1" d T-3" 1'-1" d 8 4'-11" d 6'-0" d 5'-11" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" 1'-1" d 9 4'-8" d 5'-9" b 5'-7" b 0'-11" d 9 5'-3" d 6'-6" d 6'-6" 1'-0" d 10 4'-6"d 5'-6" b 5'-3" b 0'-10" d 10 5'-1" d 6'-3" d 6'-2"0'- 11 4'-5" d 5'-2" b 5'-0" b 0'-10" d 11 4'-11" d 6'-1" d 5'-11"0'-11" d 12 4'-3" d 4'-11" b 4'-10" b 0'-10" d 12 4'-9" d 5'-10" b 5'-8"0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Max. Cantilever 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 7'-1" d 8'-9" d 8'-9" b 1'-4" d 5 9'-2" d 11' 4" d 11'-2" b 1'-9" d 6 6'-8" d 8'-3" d 7'-11" b 1'-3" d 6 8'-8" d 10'-7" b 10'-3" b 1'-8" d 7 6'-4" d T-8" b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-7" d 8 6'-1" d T-2" b 6'-11" b l'-2" d 8 T-10" d 9'-2" b 8'-10" b 1'-6" d 9 5-10" d 6'-9" b 6'-6" b 1'-1" d 9 7'-6" d 8'-8" b 8'4" b 1'-5" d 10 5-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5-5" d 6'-1" b 5'-11" b 1'-0" d 11 6'-11" b T-10" b 7'-7" b 1'-4" d 12 5'-3" b 5'-10" b 5'-8" b 1'-0" d 12 6'-8" b T-6" b 7'-3" b 1'-4" d 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 # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Ft 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-12 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 13.0 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 7'-0" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 7'-6" b 6'-11" b 6'-6" b 6'-2" b 5-10" b 5'-7" b 5'-4" b 5'-1" b 4'-11" b 4'-9" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b T-8" b T-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5-9" b 5'-7" b 3" x 2" x 0.045" Hollow 8'-4" b 7'-8" b 7'-2" b 6'-9" b 6'-5" b 6'-2" b 5-10" b 5-8" b 75" b 5-3" b 3" x 2" x 0.070" Hollow 1 V-1" b 1U-3" b 9'-7" b 9'-1" b 8'-7" b 8'-2" b T-10" b T-7" b T-3" b 7'-0" b 2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b T-10" b T-6" b T-2" b 6'-11" b 6-8" b 6'-5" b 2" x 4" x 0.050" Hollow 10'-8" b 9'-11" b 9'-3" b 8'-9" b 8'-3" b 7'-11" b T-7" b 7'-3" b 6'-11" b 6'-9" b 2" x 5" x 0.062" Hollow 13'-9" bj 12'-9" b 11'-11" bi 11'-3" b 10'-8" b 10'-2" b 9'-9" b 9'-4" b 9'-0" b 8'-9" b 2" x 4" x 0.046" S.M.B. 15'-6" b 14'-4" b 13'-5" b 12'-8" b 12'-0" b 11'-5" b 10'-11" b 10'-6" b 10'-2" b 9'-10" b 2" x 5" x 0.050" S.M.B. 18'-6" b 17'-l" b 16-0" b 15'-l" b 14'-4" b 13'-8" b 13'-1" b 12'-7" b 12'-1" b 11'-8" b 2" x 6" x 0.050" S.M.B. 19'-3" b 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 1 T-8" b 13'-1" b 12'-7" b 12'-2" b 2" x 2" x 0.044" Snap 9'-2" b 8'-6" b 7'-11" b T-6" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 2" x 3" x 0.045" Snap 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-1" b T-8" b T-4" b 7'-1" b 6'-10" b 6'-7" b 2" x 4" x 0.045" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 3" x 3" x 0.045" Fluted 9'-1" b 8'-5" b T-10" b 7'-5" b T-0" b 6-8" b 6'-5" b 6'-2" b 5'-11" b 5'4" b 3" x 3" x 0.060" Square 1 V-2" b 10'4" b 9'-8" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b T-7" b T-4" b T-1" b 3" x 3" x 0.093" Square 16'-0" b 14'-10" b 13'-11" b 13'-l" b 12'-5" b 1 V-10" b 1 V-4" b 10'-11" b 10'-6" b 10'-2" b 3" x 3" x 0.125" Square 19'-l" b 17'-8" b 16-7" b 15'-7" b 14'-10" bj 14'-l" b 13'-6" b 12'-11" b 12'-6" b 12'-l" b 4" x 4" x 0.125" Square 24'-9" b 22'-11" b 21'-5" b 20'-2" bj 19'-2" bj 18'-3" b 17'-6" b 16'-9" b 16'-2" b 15-8" b For 3 second wind gust at 120 MPH velocity; using design load of 15.0 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'. 0" 1 3'-6" 1 4'.0" 1 4'-6" 1 5'.0" 1 5'-6" 1 6'-0'.1 6'-6" 7'-0" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 6'-11" bj 6'-6" b 6'-1" b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b 2" x 2" x 0.055" Hollow 8'-2" bl 7'-7" b T-1" b 6'-8" b 6'-4" b 6'-1" b 5'-10" b 5'-7" b 5'4" b 5'-2" b 3" x 2" x 0.045" Hollow 7'-9" b T-2" b 6'-8" b 6'4" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b 3" x 2" x 0.070" Hollow 10'4" b 9'-7" b 8'-11" b 8'-5" b 8'-0" b 7'-8" b 7'-4" b 7'-0" b 6'-9" b 6-6" b 2" x 3" x 0.045" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6-5" b 6'-2" b 5-11" b 2" x 4" x 0.050" Hollow 9'-11" b 9'-2" b 8'-7" b 8'-1" b 7'-8" b 7'4" b T-0" b 6-9" b 6'-6" b 6'-3" b 2" x 5" x 0.062" Hollow 12'-10" b 1 V-11" b 11'-1" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-1" b 2" x 4" x 0.046" S.M.B. 14'-5" b 13'-4" b 12'-6" b 11'-10" b 1 V-2" b 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 2" x 5" x 0.050" S.M.B. 17'-3" b 15-11" b 14'-11" b 14'-1" b 13'-4" b 12'-9" b 12'-2" b 1 V-8" b 1 V-3" b 10'-11" b 2" x 6" x 0.050" S.M.B. 1T-11" b 16-7" b 15-6" b 14'-8" b 13'-11" b 13'-3" b 12'-8" b 12'-2" b 11'-9" b 11'-4" b 2" x 2" x 0.044" Snap 8'-6" b 7'-11" b T-5" b 6-11" b 6'-7" b 6'-4" b 6-0" b 5'-9" b 5-7" b 5'-5" b 2" x 3" x 0.045" Snap 9'-8" b 8'-11" b 8'-5" b T-11" b T-6" b 7'-2" b 6'-10" b 6'-7" b 6'4" b 6'-1" b 2" x 4" x 0.045" Snap 10'-5" b 9'-8" b 9'-1" b 8'-6" b 8'-1" b 7'-9" b 7'-5" b 7'-1" b 6-10" b 6'-7" b 3" x 3" x 0.045" Fluted 8'-5" b T-10" b T-4" b 6'-11" b 6'-6" b 6'-3" b 5-11" b 5'-9" b 5-6" b 5'-4" b 3" x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6-7" b 3" x 3" x 0.093" Square 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 1 V-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 3" x 3" x 0.125" Square 1 T-9" b 16'-6" b 15-5" b 14'-6" b 13'-9" b 13'-2" b 12'-7" b 12'-l" b 11'-8" b 1 1 V-3" b 4" x 4" x 0.125" Square 23'-0" b 21'4" b 19'-11" b 18'-9" b 1 1 T-10" bi 16-11" b 16'-3" b 15'-8" b 15'-l" b 1 14'-7" 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. REVISED APRIL 2007 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, South Daytona, FI 32121 Telephone #: ( 386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-25 SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x 1-112" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE: 2) 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 12" O.C. FOR WOOD USE: 14 x 1-112" S.M.S. OR WOOD SCREWS @ 12" O.C. 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" #14 x 1/2" WAFER HEADED S.M.S. SPACED @ 12" O.C. 1 V/// FLOOR PANEL ROOF OR FLOOR PANEL TO WALL DETAIL SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 150 8 1 #10 1 #12 12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE 7-4 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. D r— Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels A4m t Allowable Spans and Applied Loads (#ISF) m rt nOC Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Panels o Ro {p Z m 4 m x z 0 0 0 m 0 V w i pO A N C J m o D o r— m m o"° Z D z m 3" x 48" x 0.030" Panels o N mTIZmNr k 0 m Z m G) oA O r D 0 ixo O O4" x 48" x 0.024" Panels TI m A D I Z Z r m a r—Dw r yF3ZNO xy y to o D7rpA (?-i1 O Z CD R1- A e QOW WCIOWrGC Z 4" x 48" x 0.030" PanelsLnnNoA1 m NND° m r NNNL]D W roNCAD m z 7NQ- m N.1 N `t Fn m J Dm m NO Note: Total roof panel width = room width + wall width + overhang. *Design or applied load based on the affective area of the panel O en Structures Screen Rooms Glass &Modular Rooms Overhang Zone MPH 1&2 s an/load* 3 s an/load* 4 s an/load* 1&2 s anlload* 3 s an/load* 4 s anlload* 1&2 s an/load* 3 s anlload* 4 s an/load* Cantilever 100 18'-10" 13 21'-1" 13 20'-5" 13 16'-4" 17 18'-3" 17 1T-8" 17 12'-11" 27 15'-8" 23 15'-2" 23 4'-0" 45 110 18'-4" 14 20'-6" 14 19'-10" 14 15'-11" 18 1T-9" 18 1T-2" 18 11'-11" 32 13'-4" 32 12'-10" 32 4'-0" 55 120 16'-7" 17 18'-7" 17 1T-11" 17 12'-11" 27 16'-1" 22 15'-6" 22 10'-9" 39 12'-1" 39 11'-8" 39 4'-0" 65 123 16'-2" 17 18'-1" 17 1T-5" 17 12'-8" 28 15'-8" 23 15'-1" 23 10'-7" 41 11'-10" 41 11'-5" 41 4'-0" 69 130 15'-3" 20 17'-1" 20 16'-6" 20 12'-1" 31 13'-6" 31 13'-1" 31 9'-5" 51 11'-3" 45 10'-10" 45 3'-10" 77 140-1 12'-11" 27 15'-11" 23 15'-4" 23 11'-3" 36 12'-7" 36 12'-2" 36 8'-9" 59 10'-4" 53 9'-6" 59 3'-7" 89 140-2 12'-11" 27 15'-11" 23 15'-4" 23 11'-3" 36 12'-7" 36 12'-2" 36 8'-9" 59 10'-4" 53 9'-6" 59 3'-7" 89 150 12'-0" 32 13'-5" 32 12'-11" 32 10'-5" 42 11'-7" 42 11'-3" 42 8'-2" 68 9'-2" 68 8'-10" 68 3'-4" 102 O en Structures Screen Rooms Glass &Modular Rooms Overhang Zone MPH 1&2 s an/load* 3 s anlload* 4 s an/load* 18 2 s an/load* 3 s an/load* 4 s an/load* 1&2 s anlload* 3 s an/load* 4 s anlload* Cantilever 10D 22'-2" 3 23'-11" 13 19'-2" 17 21'-5" 17 20'-9" 17 16'-6" 23 18'-5" 23 1T-10" 23 4'-0" 45 110 21'-6" 14 23'-3" 14 18'-8" 18 20'-10" 18 20'-2" 18 15'-3" 27 17'-0" 27 16'-5" 27 4'-0" 55 120 19'-6" 17 21'-0" 17 16'-10" 22 18'-10" 22 18'-2" 22 12'-8" 39 15'-7" 32 15'-'" 32 4'-0" 65 123 18'-11" 17 20'-6" 17 16'-5" 23 18'-4" 23 1T-9" 23 12'-5" 41 15'-2" 34 13'-4" 41 4'-0" 69 130 1 T-11" ff8'- 20 19'-4" 20 15'-6" 26 1 T-4" 26 16'-9" 26 1 1'-9" 45 13'-2" 45 12'-9" 45 4'-0" 77 140-1 16'-8" 2318'-0"23 13'-2" 3616'-2" 30 15'-7" 30 10'-10"53 12'-2" 53 11'-9" 53 4'-0" 89 140-2 16'-8" 2318'-0" 23 13'-2" 36 16'-2" 30 15'-7" 3010'-10"5312'-2" 531'- 53 4'-0" 89 15015'-8" 26 16'-11" 26 12'-2" 42 15'-2" 34 13'-2" 42 9'-7" 68 11'-5" 60 11'-0" 60 3'-11" 102 O en Structures Screen Rooms Glass &Modular Rooms Overhang Zone MPH 1 &2 s anlload* 3 s anlload* 4 s anlload* 1 &2 s an/load* 3 s an/load* 4 s anlload* 182 s an/load* 3 s an/load* 4 s an/load* Cantilever 100 20'-8" 13 23'-2" 13 22'-4" 13 1T-11" 17 20'-1" 17 19'-4" 17 15'-5" 23 1T-3" 23 16'-8" 23 4'-0" 45 110 20'-1" 14 22'-6" 14 21'-9" 14 1T-5" 18 19'-6" 18 18'-10" 18 13'-1" 32 15'-11" 27 15'-4" 27 4'-0" 55 120 18'-2" 17 20'-4" 17 19'-8" 17 15'-9" 22 1 T-7" 22 1 T-0" 22 11'-10" 39 13'-3" 39 12'-9" 39 4'-0" 65 123 1 T-9" 17 19'-10" 17 19'-2" 17 15'-4" 23 1 T-2" 23 16'-7" 23 11'-7" 41 12'-11" 41 12'-6" 41 4'-0" 69 130 16'-9" 20 18'-9" 20 18'-1" 20 13'-3" 31 16'-2" 26 15'-8" 26 11'-0" 45 12'-4" 45 11'-11" 45 4'-0" 77 140-1 15'-7" 23 17'-5" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-4" 36 9'-7" 59 11'-4" 53 10'-11" 53 3'-11" 89 140-2 15'-7" 23 1T-5" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-4" 36 9'-7" 59 11'-4" 53 10'-11" 53 3'-11" 89 150 13'-2" 32 16'-4" 26 15'-10" 26 11'-5" 42 12'-9" 42 12'-4" 42 8'-11" 68 10'-8" 60 10'-4" 60 3'-8" 102 O en Structures Screen Rooms Glass &Modular Rooms Overhang Zone MPH 1&2 s anlload* 3 s anlload* 4 s an/load* 1&2 s an/load* 3 s an/load* 4 s an/load* 1&2 s an/load* 3 s anlload* 4 s an/load* Cantilever All 100 23'-10" 13 26'-8" 13 25'-9" 13 20'-8" 17 23'-1" 17 22'-4" 17 1T-9" 23 19'-10" 23 19'-2" 23 4'-0" 45 110 23'-2" 14 25'-11" 14 25'-1" 14 20'-1" 18 22'-5" 18 21'-8" 18 16'-5" 27 18'-4" 27 1T-9" 27 4'-0" 55 120 20'-11" 17 23'-5" 17 22'-8" 17 18'-2" 22 20'-4" 22 19'-7" 22 15'-1" 32 16'-10" 32 16'-3" 32 4'-0" 65 123 20'-5" 17 22'-10" 17 22'-1" 17 1T-8" 23 19'-9" 23 19'-1" 23 13'-4" 41 16'-5" 34 15'-10" 34 4'-0" 69 130 19'-4" 20 21'-7" 20 20'-10" 20 16'-8" 26 18'-8" 26 18'-1" 26 12'-8" 45 15'-5" 38 13'-9" 45 4'-0" 77 140-1 17'-11" 23 20'-1" 23 19'-5" 23 15'-7" 30 1T-5" 30 16'-10" 30 11'-8" 53 13'-1" 53 12'-8" 53 4'-0" 89 140-2 17'-11" 23 20'-1" 23 19'-5" 23 15'-7" 30 1T-5" 30 16'-10" 30 53 13'-1" 53 12'-8" 53 4'-0" 89 150 16'-10" 26 18'-10" 26 18'-3" 26 13'-2" 42 16'-4" 34 15'-9" 34 10'-11" 60 12'-4" 60 11'-11" 60 4'-0" 102 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 OAWID Jolgwsom CFA, ASA PROPERTY SEMINOLE COUNTY, FL 4 1101 E. FIRSTST SANFORD, FL 32771-1468 407-66 75 GENERAL Parcel Id: 32-19-31-515-0000-0980 Owner: MATOS HERMINIO & EMILIA Mailing Address: 209 FAIRFIELD DR City,State,ZipCode: SANFORD FL 32771 Property Address: 209 FAIRFIELD DR SANFORD 32771 Subdivision Name: CELERY LAKES PHASE 1 Tax District: S1-SANFORD Exemptions: Dor: 00-VACANT RESIDENTIAL VALUE SUM VALUES W1 Value Method Cost Number of Buildings Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 9 Land Value Ag Just/Market Value 9 Portablity Adj Save Our Homes Adj Assessed Value (SOH) 9 Tax Estimatc 2008 Notice of Proposed 2008 Taxes and Taxable Value Estimate Taxing Authority Assessment Value Exempt Values Taxable Value Cnty County 36,800 0 36,800 Schools 36,800 0 36,800 City Sanford 36,800 0 36,800 SJWM(Saint Johns Water Management) 36,800 0 36,800 Natural Landsfrrails I/S Debt 36,800 0 36,800 Total The taxable values and taxes are calculated using the current years working values and the proposed millage SALES 2007 VALUE SUN Deed Date Book Page Amount Vac/Imp Qualified 2007 Tax Bill AI SPECIAL WARRANTY DEED 07/2008 07045 0029 $195,000 Improved Yes 2007 Taxable Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VAL( LAND LEGAL DESCRIF Land Assess Method Frontage Depth Land Units Unit Price Land Value - PLATS:: Pick.. LOT 0 0 1.000 36,800.00 $36,800 - LOT 98 CELERY LAKES PHASE' Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax po If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re web.seminole_county_title?parcel=321931515 00000980&c... 10/2/2008 J CIL (., f'a t 1111111111111 111 111111111 Ili III All III 11111111111111111111 NARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 07073 Rg 08901 (1pg) CLERK'S # 2008112509 RECORDED 10/03/2008 03:21:38 PM RECORDING FEES 10.00 RECORDED BY T Smith CERTIFIED COPY MARYANNE MORSE CLERK`OF CUIT COURT; SCtER E , 00, Y, FLOR40Pc T BY RK, 2008 Permit Number: / a `?/,_ -_ L g Folio/Parcel Identification Number: _ D / ,E) Prepared by: ALUMINUM AND MORE Return to: 332 MAGUIRE ROAD OCOEE, FL 34761 NOTICE OF COMMENCEMENT State of Florida, County of Orange The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of mmencement 1. De riptio of pr pe (legal description off t-property, slid a aCidr,ss if I x -.7 2. 3. Owl Name Address. 4. Fee oral description of im C' Ale- _e e +_ J WInformation X-,i A,7 i a--> J 0 J me t(/ Q X2O Telephone Number 7" imple Title Holder (if other than owner shown above) Telephone Number. Address 5. Contractor j Name ALUMINUM & MORE FRANK CAR —DENS _ Teleohone Number 407-654-7522 Imo- FAX 407-654-7533Address_ 332 MAGUIRE ROAD OCOEE,FL 34761 _.__.. 6. Surety (if any) Name Telephone. Number Address Amount of bond $ 7. Lender (if any) Name _ Telephone Number Address 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name Telephone Number Address 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name My name Telephone Number Address 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A'NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFOR THE RST INSPECTION. YOU INTEN 'O OBTAIN FINANCING, CONSULT WITH YQUR LENDER OR AN ATTORNEY BEFORE COMx CI WORKOR RECO G YOUR - CE OF COMMEN ENT. , ' , 11. Signature of Owner Signatory $Printed Nam /Title/Office or Owner's Authorized Officer/Director/Partner/Manager §713.13[l][d]) J f . The e oing instru A s acknowledged before me this day of by AU 1 d year) (name of person) a- w ! _ for 0 of authori11 e.g., Notary Frublic= Personally Known Type of ID Produced of party ct j beharZ;U' as executed) el of Florida (Print, ty or stamp commissioned name of Notary Public) OR Produced ID 'i/r/ ' Verification pursuant to Section 92,525, Florida Statutes: Under penalties of perjury, I in it are trugho the {hest of my knpWledge and bell.gf. of Natural Person Signing on Line 1 Notary Public - State of Florida NV Commission lq.rre oct 31, 2008 Commission # DD 367628 Bonded By National NotaryAssn. stated Form Revised: 11/20/07