The URL can be used to link to this page

Home My WebLink About123 Waxmytle Drk VED APR 19 2011 2Co 3 3-D CITY OF SANFORD 6 _ BY: BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ u 000. " Job Address: /2-3 bUAX-"T2,6 S40;r4 Historic District: Yes No Parcel ID: /- ZO --,30 "&06 -(J QQ —02A90 Zoning: Description of Work: Ojela " 64414tee Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name 40 &50"// Phone: Street: %3 &_4e A/Resident of property? City, State Zip:744)40 Ff, 477 ?, Contractor Information Name S0110 a1JST2AJC72Lq1J TnL Street: 12-5-lam 131..ARIC City, State Zip: AAl o Bonding Company: Phone: 46% 3Q'3- S6o7 Fax: State License No.: C-&QZ,5-3393 Architect/ Engineer, Information Phone: Y07` 7-'/0 - t50,(WFax: 4-V ` %`% ;7 00 E- mail:1 ff eSS,<..,&Tes a cdem. 607 Mortgage Lender: Address: i Address: rb addu9 ylstoy ,' 0all M 3 A 13 ,gx3 . mmo0 V'A"' sbhoi1 to Mile - a1lduq ytsloM'rooizzimma0 I - I FORMATION MS A nut, estigO noizzimmo0 ymBuilding PermitVdguoidibsbno8EMU00Rnoizzimmo0 • N natAy si0Ni6110itsNdQtJotdTb9bn08 'i".aro''' Square Footage: No. of Dwelling Units: Electrical nma Construction Type: No. of ories: Flood Zone: New Service — No. of AMPS: Mechanical ( Duct layout required for new systems) 2 vJ Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations `as indicated. I certify thaf .no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU WEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOR)i RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions ap cable to this property that may be found in the public records of this county, and there may be additional ermits 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 requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is notAcalculatedbinitte'aa, we the=right to calcuullate the plan review fee based on past permit activity levels. Shou charges exceed the documented construction value when the executed contract is submitted,.credit will,e applied to your permit fees whenkhe permit ' leased. r Si ature of Owner/Agent Date 1! " `SW Print Owner/Agent's Name of Nbfarv-SfaR!-of Florida ORGE M. NGO Y PUBS 1- otary ublic - State of Florida21cMyCommissionExpiresJun7, 2011 Commission # DO 683223 Bonded Through National Notary Assn. Produced ID _ Type of ID APPROVALS: ZONING: COMMENTS: 4/ t' 4 Signature of Con ctor/Agent Print Contractor/AReRt's Name Date 61- -'?, Lp{LY P`ei DEBBIE BLANTON Notary Public - State of Florida ' My Comm. Expires Feb 25 2015 Commission #r EE_60182 NotaryBondedThroNationisAssn. to e o Contractor/Agent is Personally Known to Me or v Produced ID Type of ID UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: tf to it Rev 11.08 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL d2 s 4` ' iit, , " { • n ' , j if '• H' •+ 4DAvIDJOHNSON. CrA. A3J1 PROPERTY 7{ J9 3D OAOO A a, APPRAISER SEH111VOLE COUNTY FL 23 TRO,Oa00 g942 27 J I01 I-Fla5T 5T SANFORD. FL32771-1465 43 85 a. t 407.665-75M c zdd M q , l.' a 24 VALUE SUMMARY VALUES 2011 2010 Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id:11-20-30-508-0000-0280 Number of Buildings 1 1 Owner: WELSH CHAD & JESSICA R Depreciated Bldg Value 66,358 72,848 Mailing Address: 123 WAX MYRTLE DR Depreciated EXFT Value 0 0 City, State,ZipCode: SANFORD FL 32773 Land Value (Market) 18,000 18,000 Property Address: 123 WAX MYRTLE DR SANFORD 32773 Land Value Ag 0 0 Subdivision Name: HIDDEN LAKE PH 3 UNIT Just/ Market Value 84,358 90,848 Tax District: S1-SANFORD Portablity Adj 0 0 Exemptions: 00-HOMESTEAD (2007) Save Our Homes Adj 0 0 Dor: 01-SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value (SOH) 84,3581 90,848 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 84,358 50,000 34,358 Amendment t adjustment Is not applicable to school assessment) Schools 84,358 25,000 59,358 City Sanford 84,358 50,000 34,358 SJWM( Saint Johns Water Management) 84,358 50,000 34,358 County Bonds 84,3581 50,0001 34,358 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY WARRANTY DEED 02/2006 06141 1123 $178,000 Improved Yes 2010 Tax Bill Amount: $1,016 SPECIAL WARRANTY DEED 01/1988 01940 0477 $52,200 Improved No 2010 Certified Taxable Value and Taxes SPECIAL WARRANTY DEED 01/1987 01856 0781 $61,800 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 02/1984 01524 0133 $59,900 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 18,000.00 $18,000 LEG LOT 28 HIDDEN LAKE PH 3 UNIT 4 PB 28 PGS 1 & 2 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building 1 SINGLE FAMILY 1984 6 1,232 1,882 1,232 CONC BLOCK $66,358 $74,560 Sketch Appendage / Sgft ENCLOSED PORCH UNFINISHED / 150 Appendage / Sgft OPEN PORCH FINISHED / 20 Appendage / Sgft GARAGE FINISHED / 480 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 Just/Market value. http:// www.scpafl.org/web/re_web.seminole_county title?PARCEL=l1203050800000280... 4/14/2011 Lands shown hereon have not been abstracted by this Surveyor for deeds and restr.ictibns of record n gBearin s referenced to: ,CFLORO Oc iT PErivlT# This is to Certify that I have consulted the F.I.R.M. flood hazard boundary map and found that described property is not located in a special flood hazard areal ry C !.`'i c' ( ; `'Y,x f' /r'.. .mot • fEN lr NN' x 7`.09 2' . io' D,c.f Trit. 0 I iLOr 29 aN • s Jry! c B O a a n 014 20 CITY OF SANEORD - BUILDING PLAN REVIEW PLANNI VG AN LOQNiENT SERVICES o - APPROVE DATE — tog 34 Z L 7745 PLAT OF SURVEY - CERTIFIED T0: LJA,"-tS R Al-eW.f0.d; Af4,f6A,t'ETTE,!geP ewle-440 riru 14/s. ea. LEGAL DESCRIPTION: Zd r 2,8, ,y;®4*,1 L4.r4 py4SZ. ffi, Z1911r I" As Recorded in Plat Book 28 , Page(s) of the Public Records of fEAf1A1" County, Florida. For : 4//.q/•ens®,u Scale; / Date: / - /Z-8a Job No : B6 - 005 Drawn by:JJ• Chkd:jjjj I HEREBY CERTIFY THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS OF FLA. ADMINISTRAT.'IVE CODE RULE 21HH- 6 .. • 4 Zj- 7 Jimmy W. Jackson, PLS 04243 BOUNDARY LAND AND SURVEYORS MAPPING ASSOCIATES, INC. 277 Live oaks Blvd. Casselberry, FL. 32707 PH: (305) 260-8500 0 EXISTING 5TR11GTURE 48'-4` RESIDENTIAL STRUCTURAL NOTES GENERAL 1. PLANS ARE SIGNED AND SEALED BY THE STRUCTURAL ENGINEER OF RECORD FOR COMPLIANCE WITH ONLY CHAPTER 3, SECTION R301 OF THE FLORIDA BUILDING CODE-, 2007 RESIDENTIAL EDITION. DIMENSIONS, DESIGN ASPECTS, NON-STRUCTURAL MATERIALS, WATER PROOFING DETAILS, ETC. ARE BY OTHERS. 2. DESIGN LOADS: ROOF DEAD LOAD 20 PSF ROOF LIVE LOAD 20 PSF BASIC WIND SPEED 120 MPH REGION WIND IMPORTANCE FACTOR 1.0 WIND EXPOSURE B BUILDING CATEGORY ENCLOSED J. THIS STRUCTURE IS NOT DESIGNED TO BE WITHIN THE 100-YEAR FLOOD ZONE o by OFFICE a27 9 DENOT S T. // REINF. IN ID J iI GROUTED MASONRYA /I " 2 CELL` ae+ i0° 8' GMU WALL GROUT EX15T'G MA5. GELL SOLID. INFILL EXI5TING GARAGE DOOR OPENING 1 FLOOR PLAN 2 1 SGALE,3/16°=1'-0' MASONRY 1. CONCPETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C90 OR C145 AND SHALL HAVE A MINIMUM NET AREA COMPRESSION STRENGTH OF 1900 PSI. 2. MASONRY SHALL BE LAID IN RUNNING BOND. 3. PROVIDE CLEANOUT AT THE BASE OF ALL MASONRY CELLS CONTAINING VERTICAL REINFORCEMENT FOR INSPECTION PRIOR TO GROUTING. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. 5. GROUT MINIMUM 28-DAY STRENGTH SHALL BE 2000 PSI WITH A MAXIMUM AGGREGATE OF 318-AND AN 8 TO 11 INCH SLUMP. 6. REINFORCING STEEL SHALL BE MINIMUM ASTM A615, GRADE 60. ALL REINFORCEMENT SPLICES SHALL Be 15 BARS 25" MINIMUM jF7 BARS 35- MINIMUM 7. HOOK VERTICAL MASONRY REINFORCEMENT INTO HORIZONTAL BOND BEAM REINFORCEMENT WITH AN 8'_90 DEGREE HOOK. MISCELLEANOUS 1. CONTRACTORONNCCONSTRUCTIBRACE ALL CONSTRUCTION AGAINST GRAVITY, UPLIFT AND LATERAL LOADS. DUR2. CALCULATEDDIMENSIONSTAKEPRECEDENCEOVERSCALEDDIMENSIONS. 4 * }, Drawn: JM yV` uVcir.l4vi Checked: FIB 15 Date: 4-8-II Seale: list PLAN JobNo.: H5II-41 Y , , • : ' Shoat: 1 or 2 1 File: I 1 ELEVATION S2 SeALE.5Ar2'=I'-0" SCREW WINDOW TO BUCK STRIP PER MAN1F SPECS 8" CMU 2X P.T. BUCK W/ 11' T' NAILS EQ 1) #5 SPACED PER SIDE VERT EXISTING ROOF SYTEM REIN EXISTING ROOF SY" TO REMAIN To REMAIN WINDOW BUCK CONNECTION IOTM65 BEARING i NOT TO 5GALE M ITRUSS BEARING EXI5TG 1/2" GYP. BD. ON CLG. EXIST'& POURED BOND BM. EXIST'& PRECAST LINTEL CORE DRILL I" DIA. EPDXY GROUT •5 x 10 x5 VERT. REIN. IN SOLID GROUTED CELL... SEE PLAN FOR LOCATIONS RANYPE5VE5 I 19YP.BOoI1O1NbSTI2P 25 1fT10 0071, G ((BBEEYY CON-. SILL CORE DRILL I' DIA. BAS 518" STUGGO EX15ETG G . SLAB5/8' 5TUCC.O- EXISTING FOUNDATION TO REMAIN 2 SECTION 3 y' 2 5CALEr3/ 4"- I'-0" S 2 TUCCO FINISH ITCH EXISTING DRILL 1' X b" E EPDXY T M5 BAR o t BOT. COURSE 2' O.C. OFFICE 0 N 1 eWLn EXI5T'G 1/ 2" GYP. BD. ON CLG. Z L` EXIST& POURED BOND BM. W OEl O Q EX15TG PRECAST LINTEL O Wio I x AT WINDOW HEAD X LL 30 JN IL Wr-¢ 3 N WINDOW SILL PER SPECS. BASE BOARD EXIST' G CON-. SLAB j+ 4-EXISTING FOUNDATION TO REMAIN ECTION 50ALE.3/ 4`= 1'-0` a rJo wn: JM Qcked: HB 6: 4-8- II e: 6n MAX zi No.: HB II- 41 Sheet: 2 of 2 S2 File: Remove ibis label after anal inspection; SAVE for future reference Corporation i i 10 Basic New Construction NFRC Single Hung ^ Annealed itfcrm j One Wide National Fenestration Clear Rating Council Air Filled ` Vinyl Frame iWolanlmm ENERGY PERFORMANCE RATINGS U — Factor Solar Heat Gain Coefficient 0.48 2.73 0.57 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance 0.60 Manufacturer sgpula;f; that 918ae roanga conform to applicable NFRC procedures ?or det:rminir. whole product performance. NFRC ratings are determined for a fixed set of environment31 ccndid and a specific producl size. NFRC does not recommend any products and does nor warmnl the suitability of any Rtoduct for any specific use. For more information, call (641)621-11-4 or visit the Pella web pits at www.palia.com or visit the NFRC web site at www.nfm.o! l s Wind Lam t Design Pressura OP) W 501-50--=---------- - ---------------- Per ASTM EMB VIwED To BE THE BEST"' LC50 (Performance Grade5C) uro"ur race Tested to ANSVAANNNWDA 10111.S2—er uw armra ae+ 1 H—LC50 52.125"x73' wwavdoraas WDMAtk=aNumberAli—H-1Ri2 TestedbAAMAIWDMAPMAIMILSMAt40-0e rlooledrr rdrffien0 HLC50 13230854 02.125'r73") WOMA Hallmark Certification. Pane products labeled with the Window a Door Manufacturers Association Hallmark Certification are tested In soonrdancs atth applicable Ir1DMA performance standards, which requires products be tasted for al; infiltration, water infiltration, and structural performance. Peformanee of Pella pre9ucla WIN change ever time depending upon the conditions of use. For details an Hallmark Certification, go to www.wdmo.com. _I Compute wah HUD 11t (Wed Columble, Sfa Mob or esorods M.EC., CLC, and LLCC Air Infuriation nequlremen Florida product Approve! SysterWPAS) Numbar.FL11200—a2 Cl.ing type and thlclmeaaMnealod,lOMMbalb pane, designed per ASTM El300 Window or Door Aatur ehe6212r wide by4S.025'tall RICE WE Estas instrucciones han sido elaboradas y probadas pars ser aplicadas en construcciones de bloques de mamposteria tipicos con una parte sellada con estuco y en sistemas de Paredes disefladas pars controlar el agua. La integraci6n del sistema de instalaci6n de la ventana con el sistema pars controlar el aqua es responsabilidad suya, de su arquitecto o de su profesional de construcci6n. No utilice estas instrucciones con otros m6todos de construcci6n diferentes. Si necesita instrucciones de instajaci6n adecuadas pars otros m6todos de construcci6n o unidades multiples, puede obtenerlas de Pella w Corporation o de un vendedor local de productos Pella, o visitando httpIlwww-thermastarbypelUcom. Los disefios, m6todos y materiales de construcci6n, asf como ]as condiciones del emplazarniento exclusivas de su proyecto podrian requerir un m6todo de instalaci6n diferente del descrito en estas instrucciones, ademds de detalles adicionales. La determinaci6n de la correcta instalaci6n es su responsabilidad, la de su arquitecto o profesional de construcci6n. Los disefios, mitodos y materiales de construcei4p,, asi como las condiciones del emplazamiento exclusivas de su proyecto podrian requenr un me'todo de instakd4n diferente del descrito en estas instrucciones, ademds de detaffes adkionales. La determinaclo'n de la correcta instakcio'n es su responsabilidad, la de su arquiteeto o profesional de eons.trucci4n. ART ICUILOS" .QljE: STED NECESIT&M'COMPIZIAR.-' Calzas/esoadadores'de "' ffiadeiai 'de 6 6` p impermea es inta m uni de:'O acre:: re' len'*o-'ipkelle'no'de kl6d6rNaii1la e-:: SPi'tola'de6h&teb- le's)" ' 2 -36 i. ' " wre6*.exi iii esd .,` ca tor os'k: arii biterh'63/1 Selli&i deIicona.o.po "' 6 ai b•,0' Taladroparatqyn_ 8e.' iTia st6r a .1 0S, in b: d ad ta aeMaderatr'a' d 'd: 1" 4": era i b c:y asiam. -as e a ro, X P.. ura'ar de 3/ 10'i; de'.2-5/4 -TT a apFqn.. o a urvalentes de' er'6 inbiidab e. con cabeza heaia oval La qu& rird.doi o I PREPARACION DE LA ABERTURA SIN TERMINAR " A. Verifiqque que la abertura este a plomo, a escuadra y a nivel. Nota: Resuelva los problemas que haya con la abertura sin terminar antes de proceder con la instalacidn. B. Calcule el tatnano de la abertura sin terminar y/o de la ventana basandose en el marco de madera. La abertura sin terminar debe ser 3/8" t 1/8" mis grande que el ancho y 1/4" hasta 3/8" mis grande en altura que el marco de la ventana. Nota: Resuelva los problemas que haya con la abertura sin terminar antes de proceder coi instalacidn. C. Quite el contenido del paquete de la ventana. Nota: Revue que elproducto no tenga rajaduras ni in fldiraciones en el marco. NO instale unidades daiiadas. D. Para ventanas corredizas solamente: Haga orificios para los tornillos de instalaci6n en las prensas de sujeci6n de la solera. Con una broca de 5/32", haga dos orificios en cad, Los orificios deben estar ubicados a 1/z" de cada extremo d r a 3/8" del borde interno de la prensa. E. 1E r E PARA LLEVARA CABO LOS PASOS SIGUIENTES SE REQUIEREN2 O MAS PERSONAS. Para ventanas corredizas solamente: Instale las prensas de sujeci6n de la solera en la solera de la I Sill accessory groove ventana corrediza. Coloque una prensa en cada extremo y dos prensas con espacios de 1" entre ellas en Atta< P ent el/los entrelazado/s. Coloque las prensas adicionales 1E asegurAndose de que los espacios entre las prensas no midan mks de 16" en el Centro. Use un mazo o un SLIDING WINDOW SILL martillo para colocar las prensas en la ranura adicional en la solera. TYPICAL I SPACE 1" APART AT THE INTERLOCKER 16" - ON CENTER Revise que la ventana encaje en la abertura. Use calzas entre las jambas de la ventana y loslateralesdelaaberturasinterminarafindesostenertemporalmentelaventanaenlaabertura. G. Quite la ventana de la abertura. H. Ponga dos rebordes de 3/8" de sellador en la solera pre-fabricada. Coloque el primerrebordede1-1/2" desde el borde exterior de la solera. Coloque el segundo reborde de 1-1/2" desde el borde exterior de la solera. I. Coloque un reborde continuo de sellador de 3/8" en los bordes exteriores de la madera tratada de 1" x 4" y en el borde de la solera pre-fabricada. 2 COLOCACION Y.SUJECION DE LA VENTANA" N PARA LLEVARA CABO LOS PASOS SIG UIENTES SE REQUIEREN2 O MAS PERSONAS A. Desde el exterior, coloque la ventana en la abertura. Sostenga la ventana tomdndola de la pane superior de la abertura para no manchar los rebordes del sellador en la solera. Centre la ventana en la abertura. Aplome y cuadre la ventana en la abertura. Mientras presiona el reborde exterior de la abertura, comenzando por la parte superior de cada jamba, inserte las calzas entre las jambas de la ventana y la madera de 1" x 4" en cads orificio de las jambas, asegurandose de que la ventana ester a plomo y a escuadra. Si las calzas son necesarias en la solera pars nivelar la ventana, col6quelas en la esquina de la ventana y luego agregue calzas adicionales con espacios entre ellas de no rods de 18" en el centro. Nota: El espacio entre la jamba y la abertura de la puerta no debe medir mas de 1V "en ningzin punto de los laterades de la ventana, ni may de 118" entre la solera y la parte inferior de la abertura. C. Inserte las calzas en el cabecero de la vents el marco y la abertura, en cada orificio de la it mientras el reborde exterior contra la abertur-, C1.Ventanas con entrepafio estructural solame entrepafios verticales, coloque la calza entre tap6n del entrepano superior y la abertura sin terminar. Use calzas entre el tapon del entrepafio inferior y la solera de la abertura sin terminar si hay espacio entre el tapdn y la abertura sin terminar. Para entrepafios horizontales, use calzas entre cads tapon del entrepafio y las jambas de la abertura sin terminar. D. Instale un tornillo de mamposteria Tapcon® de acero inoxid- able de 3/16" x 2-3/4" en cada orificio del marco de la ventana. Coloque los tornillos hasta que est6n a ras del marco. Si los ajusta demasiado, puede deformar el marco. Nota: Se recomienda hacer orificios con un taladro en las calzas para evitar que estas se quiebren mentras se instalan los tornil- los de mamposterfa. 2D 3/16" Nota: Serd neeesario abrir la hoja de ventilacidn de la ventana pre-aeabada individual y eorrediza para seceder a una o ma's de la instalaeidn D 1. Ventanas coMdizas solamente: Instale un tornillo de mampos- de deterfaTapconaceroinoxidable 3/16" x 2-3/4" en los orificios de las prensas de sujeci6n de la solera. Coloque los tornillos hasta que entren en Attachment contacto con la prensa de sujecibn de la solera. Si los clip ajusta demasiado, puede deformar el marco. 3/16" x 2-3/4" Tapcon stainless steel screw D2. Ventanas con entrepafios estructurales solamente: Usando la broca de mamposterfa adecuada, haga un orificio en la abertura sin terminar, a traves de cada uno de los orificios de los tapones del entrepafio, a cada extremo del entrepafio estructural. Instale un tornillo de mamposterfa Tapcon® de acero inoxidable de 3/16" x 2-3/4" en los orificios de los tapones de los extremos del entrepafio. 2 COLOCACION Y SUJECION DE LA VENTANA CONTINUACION) E. Retuerza el sellador para lograr un sello entre el reborde a ras y el bloque o el estuco. E Ventanas con pre-acabado individual y corredizas: Inserte los tapones de hule (induidos) en cada orificio en las jambas y las cubiertas para tornillos en el cabecero. Ventanas fijas: Inserte una cubierta del tornillo (incluida) en cads orificio en el cabecero y las jambas. 3 SELLO INTERIOR Nota: Siga las recomendaciones del fabricante del sellador para aplicaciones especificas. A. Mida la distancia entre el marco de la puerta y la abertura sin terminar en el cabecero y en Las jambas de la ventana. Nota: Si el espacio mide menos de 3116 , siga con el p mo A Si el espacio mide ma's de 3116", siga con el paso C. B. Aplique un reborde de esquina continuo de sellador para exteriores de alter cnlidad en el cabecero, las jambas y la solera, y adhiera la ventana a la abertura sin terminar. Asegurese de quelosrebordesdelselladorest6nunidosenlasesquinas. Siga con el paso 3E C. Inserte la varilla de relleno en el espacio que ester alrededor de la ventana, con la profundidad suficiente para obtener un espacio de 1/4" entre la varilla de relleno y la parte interior de la ventana. Notch La vari/la de relleno le brinda forma y profundidad adecuada para la Linea de sellador. Interior View Interior View 3 SELLO INTERIOR (CONTINUACION) D. Ire un reborde continuo de sellador para exteriores de alta calidad sobre la varilla de en las jambas y el cabecero de la ventana. E. Aplique un reborde de esquina continuo de sellador para exteriores de alta calidad en la solera. Asegurese de que los rebordes de sellador est6n unidos en las esquinas. F De forma al sellador, coloquelo y limpie el sobrante. 4 BORDE INTERIOR A. Aplique el borde interior como se muestra. INSTRUCCIONES DE LIMPIEZA Quite ]as etiquetas y limpie el vidrio con.un ppano suave, limpio y sin pelusa, y con jab6n suave odetergente. Asegurese de eliminar to el lfquido pasando un pano para secarlo o utilice una rasquetaounaespatula. El marco de vinilo puede limpiarse tal y como se ha descrit8 mas arriba. Para la suciedad rnas rebelde, puede utilizarse un limpiador "no abrasivo", como Bon-Ami . NO emplee solventes como alcoholes minerales, tolueno, xileno, gasolina o acido muriatico ya que pueden quitar el brillo al acabado, ablandar el vinilo y/o provocar la falla del Bello de la unidad aislada. Mantenga ]as gufas de ]a puerta fibresdesuciedadydeescombros. Mantenga los agujeros de drenaje abiertos y sin obstrucciones. NOTA IMPORTANTE Debido a que en todas ]as construcciones se debe anticipar algun tipo de filtraci6n de aqua, es importante que el sistema de paredes est6 disefiado y construido para manejar adecuadamente la humedad. Pella Corporation no sera responsable por reclamos o danos causados por filtraci6n de agua prevista o imprevista, deficiencias en el disefio de la edificaci6n, construccibn y mantenimiento, incumplimiento de ]as instrucciones de instalaci6n de los productos Pella; o el use de los productosPellaensistemasdebarrerasdepared; los cuales no permiten el manejo apropiado de la humedad dentro del sistema de pared. La determinaci6n de la idoneidad de todos los componentes de la construcci6n, incluyendo el use de los productos Pella, asf como del disefio y la instalaci6n de impermeabilizante y sistemas selladores, son responsabilidad del comprador o del usuario, del arquitecto, contratista, instalador u otro profesional de la construcci6n y no son responsabilidad dePella. Los productos Pella no deben ser usados en sistemas de barrera de pared que no permitan el adecuadomanejode ]a humedad dentro de los sistemas de pared, tales como barrera de aislamiento exterior y sistemas de acabado (EIFS, por sus siglas en ingl6s) (tambi6n conocidos como estuco sint6tico) u otros sistemas que no posean indicadores de aqua. Excepto en los estados de California, Nuevo M6xico, Arizona, Nevada, Utah y Colorado, Pella no otorga garantfa de ningdn tipo ni asume responsabilidad por las ventanas Pella ni las puertas instaladas en sistemas de barreras de pared. En los estados mencionados arriba, la instalacion de los productos Pella en sistemas de barrera de pared debera estar de acuerdo con las instrucciones de instalaci6n de Pella. Las modificaciones al producto que no hayan sido aprobadas por Pella Corporation invalidaran lagarantfalimitada. lorida Building Code Online - Pagel of 3 PsERMIT . /_ /2' BCIS Home I Log In I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Lin Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641)621-1000 jahayden@pelia.com Authorized Signature Joseph Hayden jahayden@pella.com Technical Representative Todd Umbel Address/Phone/Email 2000 Proline Place Gettysburg, -PA 17325 umbeltp@pella.com Quality Assurance Representative Todd Umbel Address/Phone/Email 2000 Proline Place Gettysburg, PA 17325 umbeltp@pella.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Ittp://www.floridabuilding-org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtlhIuR5kUcu5 8XYiOBhvBo4... 5/21 /2007 r Ti Florida Building Code Online Certification Agency Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved mmary of Products Page 2 of 3 r Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 ANSI/AAMA/NWWDA 101/I.S.2-97 ASTM E1300-02 Method 1 Option A 04/17/2007 04/17/2007 04/19/2007 05/08/2007 FL # IlModel, Number or Name Description 6694.1 iSeries 10 - 411-H-811.00/.01) Vinyl fixed window. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 /-25 Other: F-R25 (72in x 72in), FW-R25 (1829mm x 1829mm). Configurations of glass conform to ASTM E1300-02. Certification Agency Certificate FL6694 R1 C CAC Pella CCL pdf Installation Instructions FL6694 R1 II FLORIDA P E DRAWINC 1473.pdf Verified By: Warren Schaefer 44135 6694.2 Series 10 411-H-811.02/.03) Vinyl Fixed Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact -Resistant: No Design Pressure: +50 /-50 Other: F-1150 (60in x 60in), FW-R50 (1524mm x 1524mm). Configurations of glass conform to ASTM E1300-02. Certification Agency Certificate FL6694 R1 C CAC Pella CCL pdf Installation Instructions FL6694 R1 II FLORIDA P E DRAWINC 1473.pdf Verified By: Warren Schaefer 44135 6694.3 Series 10 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 411-H-730.00/.03) Vinyl Flange Fixed ' Certification Agency Certificate FL6694 R1 C CAC Pella CCL pdf Installation Instructions http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtlhluR5kUcu58XYiOBhvBo4... 5/21/2007 lorida Building Code Online Page 3 of 3 Impact Resistant: No FL6694 R1 II FLORIDA P.E. DRAWING 1430.pdfDesignPressure: +40 /-40 Other: F-R40 (96in x 60in), FW-R40 (2438mm Verified By: Warren Schaefer 44135 x 1524mm). Configurations of glass conform to ASTM E1300-02. 6694.4 ISeries 10 411-H-730.01/.04) Vinyl Flange Fixed I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6694 R1 C CAC Pella CCL.pdf Installation InstructionsApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL6694 R1 II FLORIDA P.E. DRAWING 1430.pdfDesignPressure: +55 /-55 Other: F-R55 (75in x 52-1/8in), FW-R55 Verified By: Warren Schaefer 44135 1905mm x 1324mm). Configurations of glass conform to ASTM E1300-02. 6694.5 Series 10 411-H-730.02/.05) Vinyl Flange Fixed I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6694 R1 C CAC Pella CCL.pdf Installation InstructionsApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL6694 R1 II FLORIDA P.E. DRAWING 1430.pdfDesignPressure: +55 /-55 Other: F-1155 (54in x 36in), FW-R55 (1372mm Verified By: Warren Schaefer 44135 x 914mm). Configurations of glass conform to ASTM E1300-02. Back I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: 99 vari lsn E tur+d YHRIFY http://Www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtlhluR5kUcu58XYiOBhvBo4... 5/21/2007 Architectural Testing ANSI/AAMA/NWWDA 101/I.S.2-97 and AAA1A/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to:. PELLA WINDOWS AND DOORS SERIES/MODEL: 10 Flange _ PRODUCT TYPE: Vinyl Fixed Window Title Primary Product Designator Negative Design Pressure* Air Infiltration Water Penetration Resistance Test Pressure* Uniform Load Structural Test Pressure Forced Enty Resistance Optional Secondary Designators Summary of Results Test Specimen #1 Test Specimen #2 T Test Spec menecimen #3 F-R40 2438 x 1524 96x60 F-R55 1905 x 1320 75x52 F-R55* 1372 x 914 54x36 2400 Pa 50.16 s 2640 Pa 55.17 s 2640 Pa 55.17 s 0.05 L/s/mZ 0.01 cfin/ft2 N/A N/A 580 Pa (12.12 pso N/A N/A 2880 Pa 60.19 s 3960 Pa 82.76 s 3960 Pa (82.76 sf) Grade 40 N/A I N/A This report contains in its entirety: Cover Page: 1 page Report Body: 7 pages Drawings: 4 pages Test Completion Date: 05/16/05 I II EI I t 1111Ip i NM. R c.,,% NyF No. 57795 ylr W c' STATEOF9/ 0 W W ev.K•a...awu. 2006. 04.06 08:52:57 -04'00' Reference must be made to Report No. 57473.02-122-44, dated 04/05/06 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www. archtest.com Architectural Testing ANSU A 101/1.S.2-97 and AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS 2000 Proline Place Gettysburg, Pennsylvania 17325 Report No.: Test Dates: And: And: Report Date: Expiration Date: 57473.02-122-44 05/07/05 05/08/05 05/16/05 04/05/06 05/16/09 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Pella Windows and Doors to perform testing on three Series/Model 10 Flange, vinyl fixed windows. The samples tested successfully met the performance requirements for the following ratings. Test Specimen 1: F-R40 2438 x 1524 (96 x 60); Test Specimen #2: F-R55 1905 x 1320 (75 x 52); and Test Specimen #3: F-R55* 1372 x 914 (54 x 36). Test specimen description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specifications: The test specimens were evaluated in accordance with the following: A.AMA/WDMA/CSA 101/I.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. ANSI/AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 10 Flange Product Type: Vinyl Fixed Window 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Ak Architectural Testing 57473.02-122-44 Page 2 of 7 Test Specimen Description: (Continued) Test Specimen #1: F-R40 2438 x 1524 (96 x 60) Overall Size: 2438 mm (96") wide by 1524 mm (60") high Daylight Opening Size:' 2362 mm (93") wide by 1448 mm (57") high Overall Area: 3.72 m2 (40.0 ft2) Glazing Type: 5 mm thick annealed glass Test Specimen #2: F-R55 1905 x 1320 (75 x 52) Overall Size: 1905 mm (75") wide by 1324 mm (52-1/8") high Daylight Opening Size: 1829 mm (72") wide by 1245 mm (49") high Overall Area: 2.52 m2 (27.1 ft2) a Glazing Type: 5 mm thick annealed glass Test Specimen #1 F-R55* 1372 x 914 (54 x 36) ' Overall Size: 1372 mm (54") wide by 914 mm (36") high Daylight Opening Size: -1295 mm (51") wide by 838 mm (33") high a Overall Area: 1.25 m2 (13.5 ft2) Glazing Type: 3 mm thick annealed glass The following descriptions apply to all specimens a Finish: All vinyl was white. Glazing Details: The glazing was 19 mm (3/4") thick insulating glass, fabricated from two sheets of annealed glass and a steel spacer system. The glass was exterior glazed onto a bed of polyurethane reactive hot melt sealant and secured using vinyl glazing beads. Frame Construction: The frame was constructed of extruded vinyl with mitered and welded corners. Architectural Testing Test Specimen Description: (Continued) Drainage: 57473.02-122-44 Page 3 of 7 Description Quantity Location 13 mm (1/2") wide by 5 mm 2 1" from ends of sill, draining under 3/16") high slot the glass to the hollow below 10 mm (3/8") wide by 3 mm 2 2" from each end of sill on the 1/8") high slot exterior wall, draining the hollow Installation: The window was installed into a Spruce -Pine -Fir wood buck. The flange was set onto a bed of silicone and the frame was secured from the interior utilizing #8 x 1-1/2" screws, 6" from each corner and spaced 12" apart. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: F-R40 2438 x 1524 (96 x 60) 5.3.2.1 Air Infiltration per ASTM E 283 2.1.2 75 Pa (1.6 pso <0.05 L/s/m2 1.5 L/s/mZ 0.01 cfm/ft) 0.3 cfm/ft2 Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAAMMDAMICSA 10111.S.21A440-05 and ANSUAAMA/NWWDA 1011I.S.2-97 for air infiltration. 5.3.3.2 Water Penetration Resistance per ASTM E 547 2.1.3 140 Pa (2.93 pso No leakage No leakage 5.3.4.2 Uniform Load Deflection per ASTM E 330 2.1.4.1 (Deflections reported were taken on the head) Loads were held for 10 seconds) 720 Pa (15.05 psf) (positive) 0.25 mm (0.01") See Note #2 720 Pa (15.05 pso (negative) 0.25 mm (0.01 ") See Note #2 Note #2: The deflections reported are not limited by AAMAIWDMA/CSA I 011I.S. 2IA440-05 and ANSUA,4AdN?VWWDA 101/I.S.2-97 for this product designation. The deflection data is recorded in this report for special code compliance and information only. Ak 57473.02-122-44 Architectural Testing Page 4of7 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: F-R40 2438 x 1524 (96 x 60) (Continued) ` 5.3.4.3 Uniform Load Structural per ASTM E 330 2.1.4.2 (Permanent sets reported were taken on the head) Loads were held for 10 seconds) 1080 Pa (22.57 psf) (positive) <0.25 mm (<0.01") 10 mm (0.38") max. 1080 Pa (22.57 psf) (negative) 0.25 mm (0.01 ") 10 mm (0.38") max. 5.3.5 Forced Entry Resistance per ASTM F 588 2.1.8 Type: D Grade: 40 Disassembly Test No entry - No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 2.1.7 Optional Performance 4.4.2.6 Water Resistance per ASTM E 547 4.3 580 Pa (12.12 psf) No leakage No leakage 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 Deflections reported were taken on the head) Loads were held for 10 seconds) , 2400 Pa (50.16 psf) (positive) 0.25 mm (0.01 ") See Note #2 2400 Pa (50.16 psf) (negative) 0.25 mm (0.01 ") See Note #2 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 Permanent sets reported were taken on the head) Loads were held for 10 seconds) 2880 Pa (60.19 psf) (positive) <0.25 mm (<0.01") 9.7 mm (0.38") max. 2880 Pa (60.19 psf) (negative) <0.25 mm (<0.01 ") 9.7 mm (0.38") max. 57473.02-122-44 Architectural Testing Page 5 of Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #2: F-R55 1905 x 1320 (75 x 52) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the head) Loads were held for 10 seconds) 2640 Pa (55.17 psf) (positive) 1.0 mm (0.04") See Note #2 2640 Pa (55.17 psf) (negative) 1.0 mm (0.04") See Note #2 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the head) Loads were held for 10 seconds) 3960 Pa (82.76 psf) (positive) <0.25 mm (<0.01 ") 7.6 mm (0.30") max. 3960 Pa (82.76 pso (negative) <0.25 mm (<0.01 ") 7.6 mm (0.30") max. Test Specimen #3: F-R55*1372 x 914 (54 x 36) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the head) Loads were held for 10 seconds) 2640 Pa (55.17 psf) (positive) 0.25 mm (0.01 ") See Note #2 2640 Pa (55.17 psf) (negative) 0.25 mm (0.01 ") See Note #2 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the head) Loads were held for 10 seconds) 3960 Pa (82.76 pso (positive) <0.25 mm (<0.01") 5.6 mm (0.22") max. 3960 Pa (82.76 psf) (negative) 0.25 mm (0.01 ") 5.6 mm (0.22") max. AL Architectural' Testing 57473.02-122-44 Page 6 of 7 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced, except in full, without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC: 1 Digitally ansignedbrScottGO $IgDCd SIB'VCtI NL ww I Scott Gill Steven M. Urich, P.E. Technician Senior -Project Engineer SG:vlm Attachments (pages): Appendix -A: Alteration Addendum (1) Appendix-B: Drawings (4) Architectural Testing Revision Log Rev. # Date Page(s) Revision(s) 0 04/05/06 N/A Original report issue 57473.02-122-44 ' Page 7 of 7 I(I ItlIt l Nl tllalll l 11tlIII N I Permit No. Tax Folio No. 11, 3X3 NOTICE OF COMMENCEMENT State of Florida County of Seminole 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. MIARYN E MIORSE, CLERK OF CIRCUIT COURT SRIMXE COUNTY BK 07560 Pg 0875; Upg) CLERVI S # 2011042703 RECORDED 04/25/2011 08s24s25 AN RECORDING FEES 10.00 RECORDED BY T Sxfth kt ii of property: (legal description of the property, and street address if available) I&& t i sZ8 M-rP LAs4g 3 0)-•11 I t 2 I Z3 - r,uAi It1 u ga t At -S 9 tro Lh k, General description of improvement: 6&k! 7b &A-PAC-6, Owner information: Name: tYIIA4 Address: Interest in property: Name and address of fee simple titleholder (if other than Owner): Name: Address: 4. Contractor Name: c. Address: 5. Surety Name_ Address: Phone number: b. Amount of bond: $ 6. Lender: Name: Address: b. Lender's phone number: RYAN N - M O RTTa. Persons within the State of Florida designated by Owner upon whom notices or other locum provided by Section 713.13(1)(a)7., Florida Statutes: Name: SE L C NTY, FLORIDA r Address: S.a. In addition to himself or herself, Owner designates of t c IpFM the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 4 r b. Phone number of person or entity designated by owner: /A 9. Expiration date of notice of commencement (the expiration date is 1 year frothe date of recording unles5ln ff 4eu 20 dateisspecified) 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 e RE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE R AN ATT RNEY BEFO COMMENCING WORK OR RECORDING YOUR NOTICE OF C ME C ENT Sig aCOwner or Owner's Authorized O]iieer/ 3irector/Partner/Manager Signatory's Title/Office The fare goino instrument was acknowledged before me this g?f day of Vear) , by (name of person) as (type of authority, ... e.g. officer, intstee, attorney in fact) for (name of party on behalf of whom instrument was executed) . SEAL) Sleuani e INotary Publics Personal y Known OR Produced Identification Type of Identification Produced Verific. ' on tlrsuant to se tk)2.5151 Florida St ttes- Under penalties of perjury, I declare that I have read the foregoing and that the fa s st, ed jn it are tnubest of my N edge and belief. Sigma re of Natural Persou Signing Above ; .Y•' ELIZABETH MARRERO Rev. date 3/2008 MY COMMISSION # DD879438 EXPIRES April 20, 2013 ft40') 398.0153 FloddeNotaryServlw.com