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HomeMy WebLinkAbout2314 S Park Ave (2)'/ �/ CITY OF SANFORD PERMIT APPLICATivr4 Permit # : ` `"' Date: Job Address PA e- (�v�i It t i fz i�11'v t2 3) 7'7 % Description of NVorlc: (��`"✓ � _ l t:� I� 4s?�l,� l v l w� OUJS > 2S _ S1 z� frc12 S1 ZF Historic District: Zoning. M I w� v D. Value of NVork: Permit Type: Building V/ Electrical Mechanical Plumbing Fire Sprmkier/Alarm Pool Eleitrical: Nev., Service - # of AMPS Addition/Alteration Change of Sen -ice Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cala Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines r Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type. g,/)K k # of Stories: ')' # of Dwelling Unilb: I Flood Zone (FEMA form required for other than X) Parcel # ' J 5 ' oY S — p600 — a 3 1 (Attach Proof of Ownership & Legal Description) SLYZI Owners Name & Address:y L m Eeii �- D 3) "/ S. PA'd AU% Phone: Contractor Name & Address: J C Crx�� tf/LUG (Ct/h LZG 10 a IJri 4 State License Number. Phone &Fax: 6 Yi "2a�''!) �l � ��'7— ! � S`Q Contact Person: oN hone: Voir _dLdd Bonding Company: Address: Mortgage Lender: N /i Address: Architect/Engineer: 1'U A- Phone: Fax: Address: Application is hereby made to obtain a permit,to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGN'S, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 0,%,NER7S 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 We 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. \cceptance of permit is verification that I '_ I notify the owner of th proof the r Bremen of Florida Lien L , FS 713. � o�Q _ t D F Sign ure of O ner/Agent Date-�' S ture of Contractor/Agent Q T t wrier/ ent's N me Pri o tractor/Agent' Name Sig ure of o ' of Florida ture of Notary -State of Florida Date LORI D. TUCKER`?c� MY COMMISSION # DD 406941 PAIRMINIASTRO001 PUB`s Notary Public - Stft of Flotidel -" EXPIRES: April 2, 2009 Pe K r ctodAgent is � Personally w o1Ay ContmiSSlott EXE OCt 5, �0 • OwnertAgentis _ rally �duced ID , ...... o,, Bonded Thru Notary Public Undernritego ' ,QF f„� roduced ID yar • o,Commission 0 W p}�M - 111"; Bof*dThM*N NftYA9M APPLICATION APPRO\'ED BY: Bide: Zoning: Utilities: FD: & Date) (Initial & Date) (Initial & Date) (Initis & e) (Initial Ci Special Conditions: #, To c) is License #09628 Over 20 Yews of Experience Mid Florida Wind®W & Door, Inca Showroom: - 305 Dane Lane - Suite 117 - Longwood, FL 32750. Mailing Address: P.O. Box 521189 Longwood, FL 32752-1189 407-644-4796 • Fax 407-644-4813 YOUR Replacement Specialist Bonded & Insured salesman has explained to rn terms t t I nderstand exactly what l am buying. I am aware that any product which has special glass or is a special size is -non -returnable, non-refundable and cannot changed after deposit has been made and the product has been put into production. �' f Address: Add r..a . MIN ° INa _ — l ,.MIMM-,.- ,�_�■ ME M_ .�� mi",Ti ■■ .�� _� . 0XV71FIXOPM IN�- -IMM■ -ME. .-�IN ■� IMINI_ ANN _■ MEN ME ME n s to para Custdiner is responsible for any painting, to the Ins Her on COMpletion staining, stucco repair or permitting of e• . that may be required.r PicInstallation My Id Total Material Total Contract 1 _ salesman has explained to rn terms t t I nderstand exactly what l am buying. I am aware that any product which has special glass or is a special size is -non -returnable, non-refundable and cannot changed after deposit has been made and the product has been put into production. DAviv JamammscON, CFA,ASA PROPERTY 3 APPRAISER SEIM INOLE COUNTY FL � 1101 E. FIRST ST sAKFORD. FL32771-1468 7 407-665-7506 9 WANT— N APLFA w 15 .4 a is 17 t� I o z�1a Number of Buildings: it Parcel Id: 36-19-30-545-0000-2314 Owner. DEPE RUTHE M Mailing Address: 2314 S PARK AVE City,State,ZipCode: SANFORD FL 32771 Property Address: 2314 PARK AVE SANFORD 32771 Subdivision Name: PARK AVE VILLAS Tax District: Sl -SANFORD Exemptions: 00 -HOMESTEAD (2001) Dor. 04 -CONDOMINIUM SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY 02/2000 03810 1973 $41,900 Improved Yes DEED WARRANTY 04/1978 01165 0115 $20,000 Improved Yes DEED Find Comparable Sales within this Subdivision - -a- - --- 2007 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 1 Depredated Bldg Value: $80,336 Depredated EXFT Value: $0 Land Value (Market): s0 Land Value Ag: s0 just/Market Value: $80,336 Assessed Value (SOH): $41,895 Exempt Value: $25,500 Taxable Value: 516,395 Tax Estimator 2006 VALUE SUMMARY Tax Amount(without SOH): $1,065 2006 Tax Bili Amount: $226 Save Our Homes (50H) Savings: $839 2006 Taxable Value: $15,373 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land LEG LOT 2314 PARK AVE VILLAS ORB 969 Method Units Price Value PG 1346 LOT 0 0 1.000 .10 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 CONDOS 1974 6 512 1,178 1,126 SIDING AVG $80,336 $80.336 Appendage / Sgft UTILITY FINISHED / 32 Appendage / Sgft OPEN PORCH FINISHED / 20 Appendage / Sgft BASE SEMI FINISHED / 120 Appendage / Sgft UPPER STORY FINISHED / 494 NOTE: Appendage Codes included in Living Area: Base. Upper Story Base. Upper Story finished, Apartment. Enclosed Porch Finlshed.Base Sem/ Finshed 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 year's property tax will be based onjust/Market http: //www. scpafl . orglweblre_web. seminole_county_title?parcel=36193054500002314& c... 5/24/2007 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL1909-R1 Revision 2004 Approved l— Vi Win Tech 2400 Irvin Cobb Drive Paducah, KY 42003 (270) 443-9622 ext 222 Ihall@viwintech.com Vladimir Knezevich vjk@knezevich.com Windows Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer TV Evaluation Report - Hardcopy Received Florida Engineer or Architect John W. Knezevich Name who developed the Evaluation Report Florida License PE -41961 Quality Assurance Entity National Accreditation and Management Institute Validated By Certificate of Independence ORLANDO L. BLANCO, P.E. Referenced Standard and Year Standard (of Standard) Year AAMA 203 1998 ANSI/HAMA/NWWDA 101/I.S.2 1997 PA 201, PA 202, PA 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/21/2005 09/22/2005 09/23/2005 10/11/2005 TL # et, -(Number or p Descri taon 'Name !1909.1 FSingie Hung Impact !Vinyl Flange or Fin Frame {Window :Limits of Use (See Other) !Installation Instructions Approved for use in HVHZ: {Verified By: Approved for use outside HVHZ: (Evaluation Reports Impact Resistant: PTID 1909 R1 T 05-492 SHI-DWGs pdf Design Pressure: +J- PTID 1909 Rl T 05- Other: This product is not suitable for 492 SinsleHung Imp ReportPDF ;;installation in the High Velocity Hurricane; PTID 1909 Rl T 05493 SH-DWGs.pdf ;Zone (HVHZ). This product may only be ; PTID 1909 R1 T 05 - installed on concrete, hollow concrete 1493 SingleHung�Nonlmp ReportPDF :block or wood substrates. For all other conditions, site specific design shall be 'Jby this office or our delegated engineer. ;1909.2 ;Single Hung Window Vmits of Use (See Other) j Approved for use in HVHZ: Approved for use outside HVHZ: 1 Impact Resistant: Design Pressure: +/- Other: This product is not suitable for :;installation in the High Velocity Hurricane! Zone (HVHZ). This.product may only be :!installed on concrete, hollow concrete 1block or wood substrates. For all other conditions, site specific design shall be ! ;by this office or our delegated engineer. nyl Flange or Fin Frame Installation Instructions Verified By: _valuation Reports . YMMM •M� v, 1 aaVYV VI 1.1 UNITTYPE 1.1.1FLANGE FRAME VINYL SINGLE HOW WINDOW (Standard and Heavy Reinforcement) 1.1.I FIN FRAME VINYL SINGLE HUNG WINDOW (Standard and Heavy Reinforcement) 12 MODEL DESIGNATION SERIES: SH -SHORE (FLANGE OR FIN FRAME) 13 OVERALL SIZES (LARGEST TESTED UNIT) a 1.7.1 FLANGE: 52' WIDE X 75' HIGN 1.3.2 FIN: 52' WIDE X 75' HIGH 1.4 CONF1GURATIOW O/X 15 NO.6 SIZE OF VENTS (LARGEST TESTED UNIT) 1.5.1 FLANGE: 18.875' WIDE X 36.5615' NIGH 1.5.2 FIN: 48.875' WIDE X 36.5625' HIGH 2. MATERIAL CHARACTERISTICS: 2.1 FRAME ! VENT MATVtIAl: RIOM POLY VINYL CHLORIDE (PVT) (see MedRc extrusion type) 2.2 GLAZING: 2.2.1 GLAZING MATERIAL: 1/8' AHVEALED GLASS (058) 1/8' TEMPERED GLASS 2.2.2 GLASIRG M17IM: EXTERIOR GLAZED USING A CLEAR COLORED ADHESIVE 'SILICONE' BEDDING COMPOUND (BOSS GS -I) AHO PVC SNAP GLAZING HEAD 15470) 2.2.3 DAYLIGHT OPENING SIZE: (LARGEST TESTED UNIT) FIXED LIGHT: 46,375' WIDE X 34.06251 HIGH OPERABLE VERT: 46.3751 WIDE X 34.06151 HIGH 23 FRAME CONSTRUCTION: ALL PVC SECTIONS (0.0W typ wig) EACH CORNER SECURED By MILER AND CORNER WELD CONSTRUCFION. VINYL FUWNGE AND FIN FRAMES MEASURED Sr WADE X 75' HIGH (LARGEST TESTED UNIT) Extra don Type Dkwonslow 2.3.1 FLANGE DEAD: HOLLOW 2.108' ext. face x 2.183' int. face x 3.615' deep (DWG H 8805) FIN READ: DOLIAW 1.808' ext. face x 2,183' int. face x 3.615' deep (DOG 1 88051 1.3.2 FLANGE JANBS: ROLLON 2.6081 ext. face x 2.183' int. face x 3.615' deep (DRG 1 8805) FIN JAM: HOLLOW 2.808' ext. fate x 2.183' Int. face x 3.615' deep IONG 1 88051 2.3.3 ILANGE SILL: DOLLCM 0.807' est. face x 2.189' lot. face x 1.690' deep Low 18800) FIN JAILS: BULLW 0.807' ext. face 1 2.189' int, face x 3.6901 deep (DWG 1 8800) 2.3.4 MEETING RAIL: DOWN 2.118' ext, face x 1.493' int. face x 1.514' deep (OWG 1 85111 2A VENT CONSTRUCnON: ALL PVC SECnDNSIN CORNERS gy MITER AND CORNER WELD 2.4.1 TOP RAIL: BOL101 0.625' ext. face 1 1.250• int. face x 1.564' deep (PWG 188951 2.4.2 BOTTOM RAIL: BDLIW 0.625' sit. face x 1.2501 int. face x 1.925' deep (DWG 8 1182) 2,4,3 JAMB RAIL: HOLLOW 0.625' ext. face x 1,250' int. face 1 1.300' deep (DWG 18875) ZS WEATHER STRIPgNG: 2.5.1 Single Row 2.5.2 Single Row 2.5.3 Single Row 2.5.4 Single Dow 2.6 HARDWARE 411Y: 2.6.1 TWO 2.6.2 TWO 2.6.3 TWO 2.6.4 TWO 2.6.5 TWO 2.6.6 TWO 2.6.7 TND 2.7 AERP HOLES: 2.7.1 TWO 2.8 REINFORCEMENT. am. 2.8.1 TWO 2.8.2 TWO 1110 1,7 0.38390' Vinyl Bulb v/fin At vent bottom rail woolpile 0.187' s 0.290' w/ioteqral plastic fin Prime Sill wmipile 0.187' x 0.290' w/integral plastic fin Sash top rail exterior woolpile 0.1811 x 0.290' w/integral plastic fin At each vent jamb rail Dootpum Location Constant Force Coil Spring Balance • Ashland Ddwe 3 each at jarbs Balance Shoo and spring cover Pivot Bar 1 each at jambs Sash lock no nesting nibs 1 at each end of vent bottom 2 located on vemt top rail Keepers for sash lock 2 located mn meeting rail Meeting rail anchor 1 at each end of meetimg rail Surface Mount Tilt Latches 1 at each vent top rail DualpthM 1' WEEP LM Extrusion Type pa"" SOLID j2C2 SOLID 6202 SOLID 6189 LOCOUon I at each end of sill in corner I Ln each horix, component of vent 1 in each vert, component of vent III unit specified is fully reinforced) 1 Inside meeting rail d 2.9 GLAZING METHOD: 2.9.1 AL1 specimens interior glared with Boss Ae"matric GS -1 back -bedding compound and vinyl soap in glazing bead 154701. Interior side of glass glared with extruded PVC glass stop with a fin gasket. E The interior stop was fitted into the frame without sealant. e a BILL OF MATERLA S GE01111 MONS: E&DESIGNED AND TESTED To COMPLY WITH THE py9 S �p�� pEW� 0p (� �p Lp p_. `7 �p�p•�F I. TNI DOSD9YSp� A THROUGH 3.1.5 ytSTmG�NWI-IN MGiLStSTAN70 NITtl ASSNItt83 191, ,ASMI [330�OI U.St�ll 654 533100, A 1)p3.3 1916, 2. 12x1 OR 1 111000 BOCIS SMALL Bt INSTALLEDNOT BY VIWINTECH VIRIONS A DOORS) AND ARM= SO TWT TAX BUILDING RESISTS TUE SUPERIMFOSED LAOS IN ACCORDANCE K79REQUIREXENS OF FIC 2tiO4. 3. ANCHOR OONDITIONS ROT DESCRIBED IN IBIS DRAVING ARE TO BE ETGINFERED �OgNOA Silt SPECIFIC WIS. �B (gyBpB <. VI DETERMINECIITY. MPOSITIVE WIWIND LOADDCCI0S Ia 056 %W-98, A DIAECTIIXiA}L�ISTY�p�y RF?�(OP�IIgd�WOp.BBgSI�QtfBAT !E OSDD COOK AND GDVEMIEG 5• THESE PP P TE MRMTIION OR pSTWSMXGCOOK IN BADNOIV fee VE ALEPIMIITION OFET0SE DOCOIRMtg, 1,01110 'It WEE RIFCRESCING L. TBESPECIFIE PCROUSIICTTE, EVALUATION DOCUMENTS ARE PREPARED BY THE PRODOCI EXGRGEN M AND ARE UIC. TWT DO HLT INCLUDE INIM710H PREPARED FOR A S T. PROMTRENTEm1RARE HOT uTiFESILAPERMIT OWRNG USAL AEQ0AEHERFISAPLIABE�THERRHOA VASRPPAOs ON ILEWTHUNICIIPPALY ORGLNI 8. THESE PAODICI [VALUATION DOCUMENTS ARE SUITABLE R BE APPLIED BY THE CONTRACTM PROVIDED TBE CONINU TON DOES WOT DEVIATE ROW THt CONDITIONS DETAILED BENZIN AND TEE c6VTRAgC�TOR VERITIES Tim EXISTING STROCTUURRE ISS CAPABLE Or SUPPORTINGTHELOADS, p�7 9. IMC CB�II� 1�AORVtA�71NG SITE ER IAC DOCONEan M Mg PRE ABED BT A DELEGATED FIgAIDA REGISTEREDPENGINEER OR 6ECWRITECT�SAAID MN1=11 SWLL BEAR TBE DATE, SIGNATURE, AND ORIGINAL SEAL OF THE MLEGA7ED MOM OR ARMIN" MD SMALL BE SUBMITTED TO TEE P)OMCT ENG[HEER TOR AEVIEV. 10. W1ff.PE '76t C0.YiWC70A OR TBE BUILDING OFFICIAL LR%tppIRU Deem= rom S17E SPECIFIC dPPWGTION, SHESt DOCUIEMS SMALL It PREPARED BY A FLA[D\ AE6T5T 0 I OR ARCBITECT FOA SAID APPLIGTION. 11. ALTERATIONS 01 ADDITIONS TO THIS DOCUMENT ARE MOT PERMITTED. rl tkenm �?A4c1 a 0 v 0 DECOR ATIVE--'� SIDING BY OTHERS 835L-'` (OPTIONAL) CLEAR - ADHESIVE BEDDING COMPOUND 5470 CLEAR ADHESIVE •« MIN. tMCtU. IN CONCRETE AND 2-1/2" ` WINDOW WIDTH i (SEE WINDOW COMPARATIVE ANALYSIS MIN, EDGE DIST. (SEE WINDOW COMPAR-\ -- HART FO QTY- OF ANCHORS) ATIVE ANALYSIS CHART FOR OTY. 1.EQUAL i EQUAL 6" -_--- .250" OF ANCHORS) .250` '•�-�`--MAX. SHIM-. 6202- MAX.-�1'1 JBI BBOS EA. SIDE BB75 BBOS-.SHIMz-5470 IX50" P.T.J`5L70 MAX. WOOD BUCK p p -lx P.T. I C �. SHIM (WOOD CONNECTION) ; ' WOOD BUCK W -5870 DECORATIVE 8354= _ - _ SIDING BY (OPTIONAL) ` (OPTIONAL) d e 0 OTHERS .50" MIM. GLAZING � .- 3/16"o ITW TAPCON WITH 1-3/4" d _Z / DEPTH (BITE) TYP MIN. EMBED. IN CONCRETE AND 2-1/2" MIN. EDGE DIST. (SEE WINDOW COMPAR- ATIVE ANALYSIS CHART FOR OTY. '••e / ° d d OF ANCHORS) OTYPICAL PLAN VIEW (CONCRETE CONNECTION) J_ A HAL SI '? -tx P.T. WOOD BUCK .250•FENESTRATION TESTING LABORATORY INC IN BEDDING'•, MAX. LTJ REPORT # 3938 - VINYL SH WINDOW OX B COMPOUND ^ 6202 (OPTIONAL( .SHIM 52••K75•• HIGH -DESIGN LOAD .: 40 P.S.F. 8511 -8805 WATER INFILTRATION . 7 P-S.f. TION OIS • LLLL W -.•5470 / . >LAu 6189 --�, =Y W Z STANDARD REINFORCED WINDOW COMPARATIVE ANALYSIS CHART i o ' CLEAR ADHESIVE - CLEAR ADHESIVE /BEODING COMPOUND TWO I fir (0-1W) ANNEALED INSULATED GLASS WITH FLANGE JAM B BEDDING COMPOUND 0882 & REINFORCED MEETING AND VENT RAILS 0112113114 LOW CAPAWY-PEF ' - CLEAR ADHESIVE-' REDOING COMPOUND -6202 aTs61 Wixom DIMMIM %TmS RE1Nf DWTAPCONS (lIt W000 BUC/p 5470-, CLEAR ADHESIVE BEDDING -8800 /-- WIDTH (INCHES) HCIOMT (INCHES) QTY. OF SCREWS POSITIVE NEGATIVE OTY. Of POSITIVE NEGA COMPOUND SCREWS 3 40.0 211.8 ` 5470-,�`� .• \ / 8354--�. C7 ...._.._.............._..._ _ _ ...._.............___..___...._................_...... 188.9 _340.0 4 40.0 189.1 IOPTIONALI., 250' 18-1/0 ....'...................._....-........_...,.................•......_.......-8882 If 40.0 177.9 4 .................................._.. 40.0 _ rSHIM ............................0._...._... b 40.0 0.8 ..................... 4 ........6202 i-0800 7 40.0 ...........1-..........., 164.8 ........................,..0 5 40.0 118.i S 3 4 40.0 40.0 150.6 134 3 3 40.0 151.: Y-2x P T 9 6354--. -,-8206 W000 BUCK 25-1/2 •.,37-3/B L9 5/8 .... 5 40 0 126 4 L 5 40 0 40 0 134.1 727:( 0 (OPTIONAU`. .250" O 6Z 6 ..__...._ 40 D .... .... - 121 4 6 � 40 0 122.0 r MAX. 75 7 40.0 .__...._ 117.1 ...... 7 400 117.7 2,5 ,3 400 106;6 3 40.0 107.2 r� SHIM • 3 ` ..: ;`. , - 37,-,3/8 .4... 40.0 95.1 c0 0 95.6 u •° ° 36 49-5/B 5 40.0 .. 85.2 ..4„ 5 40.0 852 ..62._.. ...?.. 400 78.5 fi 40.0... 78.. ,. S° ° • d . a 75 7 1.0 .6 77 0 7 40.0 77.0 t`h( ° d (MEETING RAILS NOT SHOWN) 25 37-3/8 3 3 40 0 40 0 73 B3 49 4 _40.0 74.2 ° 52 49 5/8 .... 5 .... 40 0 50 8 4 5 40 0 40,0 62.6 50.8 n OIYPLCAL HEADER AND SILL SECTION ©ALTERNATE HEADER AND SILL SECTION 62 - 75 644.16 ... 400 .. .. -..... 40.0 44.1 SCALE!HAL 7 400 40.0 7 40.0 40.0 IN cu �- W C) N ao �u O p< 2 O z 30 LLLL W Ix >LAu =Y W Z WQ i Ct ' � w 1(µt FL U_ aTs61 IN V CLEAR ADHESIVE (SErvu J... I'IIN. tuut UIS I ANLL MIN. EMBED. IN CONCRETE AND 2-1/2" \ WINDOW WIDTH E I C T \ WINDOW COMPARATIVE ANALYSIS MIN. EDGE DIST. ISEE WINDOW COMPAR-\ `-THART FOft OTY. OF ANCHORS) ATIVE ANALYSIS CHART FOR OTY. 6" _ EQUAL EQUAL 6". v .250" OF ANCHORS)' 4" MAX, .250" •1 � ��_.- Yi SHIM 6202 MAX. �' ^ ,' A. B \ r-8805 EA. SIDE 8875- 18805-- SHIM V . 0 OG V. 4 Q 2x5470-' P.7. W 14 0 n .250" WOOD BUCK �°:� e a O ati.���-+^ MAX.- CO Ca �-Ix P.T. X I- u00 1^ SHIM (WOOD CONNECTION) Q WOOD BUCK W= _ ITS __5475 DECORATIVE 8354=• 8354-%� ' 3 O '- _¢ ._--5470 SIDING BY (OPTIONAL) (OP TIONALI cm 30 OTHERS .50" MIN. GLAZING-� l-3/16"0 ITW TAPCON WITH 1-3/4" c ? 0 ZH DEPTH (BITE) TVP / I C MIN. EMBED. IN CONCRETE AND 2-1/2" )t u'w Q MIN, EDGE DIST, ISEE WINDOW COMPAR- Q Z G 9 / ATIVE ANALYSIS CHART FOR OTY. d a OF ANCHORS) / > Q'� d © ilk' (CAL PLAN I W (CONCRETE CONNECTION) F SSMC AAL :MAL I ? W = W ix P.T. w N Q WOOD BUCKIL Z 250" FENESTRATION TESTING LABORATORY INC. ~ $ 8354--' REPORT # 4044 - VINYL SH WINDOW OX LOAD . s 45 P•S.F...• BEDDING �� .SHIM14 B COMPOUND it -6202 (OPTIONAL) 52"05" HIGH -DESIGN to -8805 WATER INFILTRATION . 1.t PSFOTYPICAL E�ATION 85111-5470 D AL : 3%'�'�aiT-o'er F Il HEAVY REINFORCED WINDOW COMPARATNE ANALYSIS CHART O �`-CLEAR ADHESIVE CLEAR ADHESIVE 7W0 1/8' (0.120' TEMPERED INSULATED GLASS WITH FLANGE JAMB BEDDING COMPOUND J �t i BEDDING COMPOUND /-8682 & REINFORCED MEETING RAILS VENT JAMBS AND VENT RAIL 5470 WINDOW DESIGN LOAD CAPACITY-T+r_ ; N +?861 - CLEAR ADHESIVE DIMENSIONS WOOD SCREW - RYVTAPCDIIf BEDDING COMPOUND 6202 (2x WOOD BUClO ox WOOD BUCIp �^ WIDTH HEIGHT QTY. OF OTY. OF 4 d 5470--,� ,-CLEAR ADHESIVE 8800 POSITIVE NEGATIVE POSITIVE NEGAt' / BEDDING COMPOUND (INCHES) (INCHES) SCREWS SCREWS '4 .�I ...,._....�_....�......_..�...._4s ' '-8882 .0 2fl.8 3 45.0 212.8' 8 5470-� .........._.5/8... 5 4$.................__..._........,.........................,.................................................... 3 45 / 8206 37-3/8 4 45 0 IBB 0 ,4 45.0 8354__. ............. o I / (OPTIONAL(`, .250'• 18-1/8 49 ..... p.,. 1779 5 , •.. -.1.1. ............. • 1787 r 8 .-6202 _MAX. 6T 6...... .45 0,,, „ 170 8 _., 6 45.0 ,•, 171.6 SHIM.. ......... _.......... °i f.-BB00 75 7 45.0 164.8 7 45.0 165.5 ..........5,......._............3...................1.��..:�.._...........150:6.................3................._1.5:8.............._157:3...._. ' -2■ P.T. 37-3/0 L 45.0 134.3 4 45.0 134.9 N ....._ .............. _........................................................................-.._.,........._...._......... ... .... .................__....,...,.. -8206 WOOD BUCK 25-1/2 49-5/8 5 45.0 126.4 4 45.0 1016 g 8354---..............._.._.................,....._........_...__..........La d (OPTIONAL)'., a .250" .....__62.... .... 6 45.0 ........121.4...... .._........6......._... ........45.0 ...............122.0...... Q MAX. 75 7 45.0 117.1 7 45.0 117.7 SHIM ......_25 3 45 0 __,.,.. :... 106:6 ......3..... 45.0 107.2 y !} 37 3/B 4......_ 45.0 951 4 45.0 95,.6 it 36 49-5/0 � 62 -6 .. 45.0 Bb 0. ... 6 .. 45.0 06.1. 5 45.0 A . MEETING RAILS NOT fH)YTN) 45 3773/8, 4 .... . 57 ..... .. 4S.0 66.2 ?.._. 45 0 .... 57 1.... t._ M+' J� • a r a 52 49 5/8 5 45 6 82 9 7 45 0 83 3 09!09. ' 62 6 4546 49.6 6 45.0 49.6 k 1 5- 9 a OTYPICAL HEADER AND SILL SECTION O ALTERNATE HEADER AND SILL SECTION .._..... . ' AL :MAL I 75 7 45.0 45.0 7 45.0 45.0 g 05-49 DECORATIVE - SIDING BY OTHERS 8354-'' / (OPTIONAL) CLEAR-"_" v ADHESIVE p BEDDING COMPOUND h 5470-� 8 .1 V CLEAR ADHESIVE (SErvu J... I'IIN. tuut UIS I ANLL MIN. EMBED. IN CONCRETE AND 2-1/2" \ WINDOW WIDTH E I C T \ WINDOW COMPARATIVE ANALYSIS MIN. EDGE DIST. ISEE WINDOW COMPAR-\ `-THART FOft OTY. OF ANCHORS) ATIVE ANALYSIS CHART FOR OTY. 6" _ EQUAL EQUAL 6". v .250" OF ANCHORS)' 4" MAX, .250" •1 � ��_.- Yi SHIM 6202 MAX. �' ^ ,' A. B \ r-8805 EA. SIDE 8875- 18805-- SHIM V . 0 OG V. 4 Q 2x5470-' P.7. W 14 0 n .250" WOOD BUCK �°:� e a O ati.���-+^ MAX.- CO Ca �-Ix P.T. X I- u00 1^ SHIM (WOOD CONNECTION) Q WOOD BUCK W= _ ITS __5475 DECORATIVE 8354=• 8354-%� ' 3 O '- _¢ ._--5470 SIDING BY (OPTIONAL) (OP TIONALI cm 30 OTHERS .50" MIN. GLAZING-� l-3/16"0 ITW TAPCON WITH 1-3/4" c ? 0 ZH DEPTH (BITE) TVP / I C MIN. EMBED. IN CONCRETE AND 2-1/2" )t u'w Q MIN, EDGE DIST, ISEE WINDOW COMPAR- Q Z G 9 / ATIVE ANALYSIS CHART FOR OTY. d a OF ANCHORS) / > Q'� d © ilk' (CAL PLAN I W (CONCRETE CONNECTION) F SSMC AAL :MAL I ? W = W ix P.T. w N Q WOOD BUCKIL Z 250" FENESTRATION TESTING LABORATORY INC. ~ $ 8354--' REPORT # 4044 - VINYL SH WINDOW OX LOAD . s 45 P•S.F...• BEDDING �� .SHIM14 B COMPOUND it -6202 (OPTIONAL) 52"05" HIGH -DESIGN to -8805 WATER INFILTRATION . 1.t PSFOTYPICAL E�ATION 85111-5470 D AL : 3%'�'�aiT-o'er F Il HEAVY REINFORCED WINDOW COMPARATNE ANALYSIS CHART O �`-CLEAR ADHESIVE CLEAR ADHESIVE 7W0 1/8' (0.120' TEMPERED INSULATED GLASS WITH FLANGE JAMB BEDDING COMPOUND J �t i BEDDING COMPOUND /-8682 & REINFORCED MEETING RAILS VENT JAMBS AND VENT RAIL 5470 WINDOW DESIGN LOAD CAPACITY-T+r_ ; N +?861 - CLEAR ADHESIVE DIMENSIONS WOOD SCREW - RYVTAPCDIIf BEDDING COMPOUND 6202 (2x WOOD BUClO ox WOOD BUCIp �^ WIDTH HEIGHT QTY. OF OTY. OF 4 d 5470--,� ,-CLEAR ADHESIVE 8800 POSITIVE NEGATIVE POSITIVE NEGAt' / BEDDING COMPOUND (INCHES) (INCHES) SCREWS SCREWS '4 .�I ...,._....�_....�......_..�...._4s ' '-8882 .0 2fl.8 3 45.0 212.8' 8 5470-� .........._.5/8... 5 4$.................__..._........,.........................,.................................................... 3 45 / 8206 37-3/8 4 45 0 IBB 0 ,4 45.0 8354__. ............. o I / (OPTIONAL(`, .250'• 18-1/8 49 ..... p.,. 1779 5 , •.. -.1.1. ............. • 1787 r 8 .-6202 _MAX. 6T 6...... .45 0,,, „ 170 8 _., 6 45.0 ,•, 171.6 SHIM.. ......... _.......... °i f.-BB00 75 7 45.0 164.8 7 45.0 165.5 ..........5,......._............3...................1.��..:�.._...........150:6.................3................._1.5:8.............._157:3...._. ' -2■ P.T. 37-3/0 L 45.0 134.3 4 45.0 134.9 N ....._ .............. _........................................................................-.._.,........._...._......... ... .... .................__....,...,.. -8206 WOOD BUCK 25-1/2 49-5/8 5 45.0 126.4 4 45.0 1016 g 8354---..............._.._.................,....._........_...__..........La d (OPTIONAL)'., a .250" .....__62.... .... 6 45.0 ........121.4...... .._........6......._... ........45.0 ...............122.0...... Q MAX. 75 7 45.0 117.1 7 45.0 117.7 SHIM ......_25 3 45 0 __,.,.. :... 106:6 ......3..... 45.0 107.2 y !} 37 3/B 4......_ 45.0 951 4 45.0 95,.6 it 36 49-5/0 � 62 -6 .. 45.0 Bb 0. ... 6 .. 45.0 06.1. 5 45.0 A . MEETING RAILS NOT fH)YTN) 45 3773/8, 4 .... . 57 ..... .. 4S.0 66.2 ?.._. 45 0 .... 57 1.... t._ M+' J� • a r a 52 49 5/8 5 45 6 82 9 7 45 0 83 3 09!09. ' 62 6 4546 49.6 6 45.0 49.6 k 1 5- 9 a OTYPICAL HEADER AND SILL SECTION O ALTERNATE HEADER AND SILL SECTION .._..... . ' AL :MAL I 75 7 45.0 45.0 7 45.0 45.0 g 05-49 FAMILY OWNED BUSINESS 100% FINANCING 407-644-4796 407-644-4813 FAx MID FLORIDA WINDOW & DOOR, INC. YOUR REPLACEMENT SPECIALIST a� 311- �>'o , typo )( TV UIS L LICENSE 1 10565 BONDED • INSURED P.O. Box 521 189 • LONGWOOD, FL 32752-1189 Perry NLft b e r Parcel Identification Number 56_/,j �n 5~�`S - C�L'ora 1�4 pared by.7 Coo �C l cin S { ft Qckr( J)1 Po f�rX G �iati8 Return to: Iqu Laoi NOTICE OF COMMENCEMENT State of {-( R( m County of Som lywl e -I 1 lll1 11111 N 1 11111 111 @ � Illi I WIN him 11111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY EK 06705 Aq 0504; Ilpgl CLERK' S # 2007079409 RECORDED 05/30/2007 10:50:02- € N RECORDING FEES 10.00 REC31RDED BY T Smith y,. ` CERT1r,IED- COPY NAANNE MORSE CLERK OF CIRCUIT COURT �SEWN0, E UI�T F ORft�A BY 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 Commencement. 1. Description of property (legal description of the- pro ert , an street address if available) 33ly S P,4Pk �e�/E_ C o+ a 31 � PF32k.fits4L�r( uE UICLL 1� D? �16`y 13�G'�c 2. General description of improvement(s) 141A� N4�(,c.� ctY4 -- S`► 2 rr \= v fZ.., S"l `z� 3. Owner information E S' Name Qk4,IgF yi) Telephone Number x(0 `7 - 3�� V/ Address ?31y' PARk- XWv4Z Fax Number N_+ TL 3J9`) I Interest in Property: F0,e 51,.iPi,� 4. Fee Simple Title Holder (if other than owner shows above) Name ,vi'k Telephone Number Address Fax Number 5. Contractor's C . 60K Name Po (3 .--,x Gd la �' Telephone Number Ljo'-)- �7 Address div k606 � 3��63- Id`tb' Fax Number off- 3d - /ws) 6. Surety (if any) Name yvi Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any Name I� Telephone Number Address ' Fax Number 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 ' D .0 C. Coc{� cmS �flvc-tt;� 1-1,C Telephone Number Y09 —' 7-- Address f -b (3 vY. 6 6) � q g Fax Number V,4 r? J ryl 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 i� Telephone Number Address Fax Number 10. Expiration date of notice of commencement (if expiration date is one year from the date of recording unless different date is specified): 2 Zz2 7- X Date 6gned Signat re of Owner (Note: per 7413(1)(g), "owner Sw n to and Sul ON known to me OR Si ature of No 23-20 (9/04) must sign ... and no one else may be permitted to sign in his or her stead." before me this C�o day of 2(0/ by who is personally produced as identification. LORI D. TUCKER MY COMMISSION # DD AJ EXPIRES: April 2, 2 Bonded Thru Notary Public Underwriters