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HomeMy WebLinkAbout119 Carmel Bay DrRECEIVED Permits Plus, LLC DEC = 8 2019 p,O, Box 6660 CITY OF SANFORD Ocala, FL 34478 BUILDING & FIRE PREVENTION 352) 861-Plus (7587' PERMIT APPLICATION Application No: q 4 nDo`c'umented Construction Value: $ Job Address: 1 1 clot; -i t t L t- 1 - Historic District: Yes No Parcel ID: 30.5 1 q ' hnop bl:_51O Zoning: Description of Work: $.pi21QCe 3 W i l v JS nZ EbAZ SIZE Plan Review Contact Person: rrn its-PluS L-LC, Title: _ r t Phone: 652-'Z(PI -753r7 Fax: -*55 -R a1-2165e> E-mail: 'frrmt jp nLiegDq Property Owner Information ' r c Name corn J' nn t / ,, 1 /` J i Phone' 0 `t L 01 Q U Street: I I `l C-A-9P EL. f"i'i -D1-- ' Resident of property? City, State Zip: S> t,,fZ 52-0 I Contractor Information Name L n`wS Phone; -56 -8C 1- rI4v8 i Street: M2.9 SIAb ft b% CACC1P- 44-3O Fax: 2 a((-r158S City, State Zip' 00 n6o ., f- L 3291 q State License No.: r r 1 S KLA I rr7 Architect/Engineer Information Name: iJ Phone: I P Street: 0 Fax: N I P City, St, Zip: N E-mail: ( P Bonding Company: t J fl Address: N 1 P Building Permit Square Footage: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) 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. 1 certify that noworkorinstallationhascommencedpriortotheissuanceofapermitandthatailworkwillbeperformedto meet standards of all laws regulatingi construction plumbing, signs,swellsltpotols, furnaces, boilers, heatethat a rs,rate permit tanks, and must be secured for elect , p 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 propertythatmaybefoundinthe'public records of this county, -and there may be additional permits required fromothergovernmentalentitiessuchaswatermanagementdistricts, 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 tocalculateaplanreviewcharge. If the executed contract is not submitted, we reserve the right to calculate the planreviewfeebasedonpastpermitactivitylevels. Should calculated charges exceed the documented constructionvaluewhentheexecutedcontractissubmitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date tr1 2•lA•to Signature of Contract /Age Date CA 2-T yo t tJ Print r_ontgaetor/Agent's Name A i n Signature of Notary-S to f F ida Date CHRISTY M GALAS MY COMMISSION # C0929345 EXPIRES September 20, 2013 Owner/ Agent is Personally Known to Me or Contractor/Agent isy rersonany nttvvr11-1-- ProducedlD Type of ID Produced ID Type of lD _ APPROVALS: ZONING: $ 0 1A -flb UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11. 08 L89L L 98,39el CONT7 VORT T, .......... CUSTOMER STREET ADDRESS CITY TATF zip TELEPHONE r.HAFI(7.rCARD 47i 7 7 Contract Total 1 $ , 1applicabletaxesincludedIDI NOTICE TO CUSTOMER: Federal law requires Lowe's to provide you with the pamphlet Renovate Right: Important Lead Hazard Information for Families. Child Care Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling. unit. Work is to: , pornmence upon reasonable availability of Contractor and/or availability of any special order or custom made Goods which is anticipated to be [fill in date]. Estimated completion date is Ifill in date]. Said estimated substantial completion date is not of the essence. Contingerioias that may materially change said estimated substantial completion date follow! If applicable, insert a statement of such contingencies). NOTICE TO CUSTOMER Ali items listed in this Contract and -specification shoot(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation neca.-mita.ted by defective substructures, Superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to Customer. This Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by a NEUTRAL ARE31TRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order,and are subject to VERY LIMITED REVIEW BY A COURT. FOR MORE DETAILS! Review the Arbitration Agreement and Waiver of Jury Trial section of the Terms and Conditions of this Contract and visit the American Arbitration Association's website at wvvw.adr.org. DO NOT SIGN . THIS CONTRACT UNTIL COMPLETE AND YOU AVE READ THE TERMS AND CONDITIONS CONTAINED ON ALL PAGES OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ. UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON ALL PAGES OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. WITNESS OUR 1, IAND(S) AND SEALS) SF -LOW THIS DAY OF Lowe's Home Centers, Inc. 101:4 11 Specialist ofAb ve- I r! Spouse Customer acknowledges reaelli'll of a true copy of this contract which was completely filled in prior to Customer's execution hereof. You, the buyer, may cancel this transaction at any time prior to Midnight of the third business day after the date of this transaction. Sao the attached notice of cancellation form for an explanation of this right. ip 2u04 oy Lowv.*,%.M Lnwe s and the pat,10 d,-Sig') ate. reQlatered Ira-,,k, Uf LF CorporWlon- POEM 90-194 (Rev. 12 /09) FILE COPY L147 d S31VS 031171VISNI-459Q:Z1-D5:,2 nz,w% PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 551842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they swill be utilized on the construction project for which you are applying for a building permit. We re;:ominend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Stal approved products are listed online @ www.floridabuilding.org. Manufacturer Product Description Approval Nurnberis) Category/Subcategory 1. EXTERIOR DOORS A. SWINGING B. SLIDING PERMITC. SECTIONAL/ROLL UP 0.OTHER 2 WINDOWS A. SINGLE/DOUBLE HUNG B. HORIZONTAL SLIDER C.CASEMENT D FIXED E. MULLION F. SKYLIGHTS OTHER 3. PANEL WALL A. SIDING B. SOFFITS C.STOREFRONTS b. GLASS BLOCK t.OTHER 4.. ROOFING PRODUCTS A. ASPHALT SHINGLES B. NON-STRUCT METAL G. ROOFING TILES D. SINGLE PLY ROOF E.OTHER 5. STRUCT COMPONENTS A. WOOD CONNECTORS B.WOOD ANCHORS TRUSS PLATES D. INSULATION FORMS LINTELS F.OTHERS o. NEW EXTERIOR ENVELOPE PRODUCTS A. b PM l he eroducts listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the follo,Jinc information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) performance characteristics which the product %vas tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand 1:1 p nCljcts may have to be removed if approval cannot be demonstrated during inspection. T>;._'ttl"U Florida 8uildlno Code Unlme 31:5 home ing In N01 Topics Sut),-I Surcharge ';[a,,a Facts PUUllcation5 FSC stag 6CS Site MaO 1 c gs'}Product Approva^ l USERUSe' A pplication Detail ` Ft- rL11206-R5 Applic at or Type Revision Code Version 2007 Application Status Approved Corruncncs Arc hivecl Pr00uCt Manufai.turer Pella Corporation Addr' C 55/Phone/f:rrr`.I I 102 Main St. Authorized Signature Technical Representat,ve Address/ Phone/Eil il Quality Assurance Representative Add; ess/Phof) e/EtraiI Category Di a ego ry COmplio nce Met noi! ert hcat, r>n Agency valid,+Led By Referenced Slanaard ciid Year (ol Standard) Equivalence of Prodli•::' certitlecl 5y Product Date Subrncted Dale vanda ecl Daie Penowj FBi_ AUF'rrd,al Drae Al provec! Summary of Products ilorlciabullding.org/ pr/pr_app_dtl.aspx?p... Pella, IA 50219 64 1 ) 62 1- 6096 pellaproduc [approval@pella. cot7t Joseph Hayden jahayden@pella.com Joseph Hayden 102 Main Street Pella, IA 50219 64 1 ) 621-6096 jahayden@pella.com Andrew Nelson 102 Main Si Pella, IA 50219 64 1 ) 621-3801 nelsona@pella.coin 1Alinclows Singlp Hung Certification Mark or Listing Window and Door Manufacturers Association James L. Buckner, P.F. at CBUCK„ Inc. validation Checklist - Hardcopy Received Standard AAMA 101/ I.S.2-97 AAMA 101/ I.S.2/NAFS-02 AAMA/WDMA/ CSA ]01/I.S.2/A440-05 Mlethod 1 Option A 09/07/ 2010 09/08/ 2010 09/ 10/ 2010 10/13/ 2010 Year 997 2002 j00`., L/ 5 Florida Building ode Online FL n Model, Number or Name 11206.i ? nes 10 Flanged S+ngle Hung` Limits of Use Approved for use in HVHZ: No Approved for use cutside 4VHZ: Yes Impact Resistant: 'vo Design Pressure: -t30/ 30 Other: Configurations of glass conform to latest ASTM E1300 standard. 1i206.2 Series 10 Flanged Single Hung Limits of Use Approved for use m HVHZ.: No Approvedfor use outside H4'HZ: Yes Impact Resistant: No Design Pressure: Other: ConhgureUo._, of glass c onfonn ro latest ASTM E1300 standard. 11206, 1 Series 1.0 Flanged Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: r-'35/ 55 Other: Configurations of glass conform to latest ASTM E1300 standard. 11206. 4 Series 10 Flanged Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: Other l on'ig :gar c .< of al,`.yS confgnn t.! latest ASTM E1300 lld lord 206. 5 Sores 10120 High Performance Single I lung Limits of Use Approved for use in HVHZ: No Approved for use outside 4VHZ: Yes Impact Resistant: No Design Pressure: i 0/-50 Other: Configurations of glass conform to latest ASTM E1300 standard. 112CIf5. 5 ;_ryes i0!20 !-aqh Perforrr,ance Singly H uiig Limits of Use Approved for use in HVHZ: No Approved for use e.utside HVHZ: Yes Impact Resistant: Design Pressure Other: C(I,ni:g:,ral.iorof glass Conform to latest AS M E1300 sl-anda^:'. Description Vinyl Flanged Single Hung Window (54' x 90") Certification Agency Certificate Quality Assurance Contract Expiration Date 06/10/ 2.013 Installation Instructions verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Ft_; 1. 206 R5 Created by Independent Third Party: Yes Vinyl Flanged Single Hung Window (52- )/3" x 73") Certification Agency Certificate Quality Assurance Contract 'Expiration Date Oa/2. 0/2013 Installation Instructions Verified By: Warren \A/. Schaefer, P.E. 44135. Created by lndependenr Third Party, Yes Evaluation Reports Created by Independent Third Party: Yes Vinyl Flanged Single Hung Window (36" x 62") Certification Agency Certificate Quality Assurance Contract Expiration Date 02/11/ 2.01.3 Installation Instructions i.12U6 RL Ii Verified By Warren W. Schaefer, P.E. 44135 Created by Independent Third Party Yes Evaluation Reports Created by Independent Third Party. Yes Vinyl Flanged Single Hung Window (36" x 90") Certification Agency Certificate Quality Assurance Contract Expiration Date 02/09/ 2013 Installation Instructions Verified By., Warren W. Schaefer, P.E. 4,1135 Created by Independent Third Party. Yes Evaluation Reports iC R' , 41a ,ill Created by Independent Third Party: Yes Vinyl High Perforn-once Single Hung Twin Composite (72" x 65- 1/2") Certification Agency Certificate s: C a5 1;', 4 Quality Assurance Contract Expiration Date 11./17/ 2013 Installation Instructions Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent, Third Party: Yes Evaluation Reports Created by Independent T'nirci Party: Yes Vinyl I- Ilgh Perforrrknnce Single Hung Window (42" x 72") Certification Agency Certificate Quality Assurance Contract Expiration Date 08/07/ 2013 Installation Instructions Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Created by Independent IThirci Party: Yes flolldabuild ing. ofg/pT/pT_app_dtl.aspx2p... rfci[cicl ounc.ung'.oue vnune - ones 10/20 Single Hung Vinyl Single Hung Window (4,7 ") Limits of Use - Certification Agency Certificate Approved for use on i-iVHZ: No, sApprovedforuseoutsideHVHZ: Ye., Quality Assurance Contract Expiration Date Impact Resistant: N-. 08/0-1/201.3 Design Pressure: • 5/ 31.% Installation Instructions Other: Conflguratio:is of glass conform to latest ASTM E1300 R5 'i1 stanch«!. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11206.8 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 59- 1/2") Limits of Use Certification Agency Certificate Approved for use in. HVHZ: No 206 i S -:: C. C C.r.r, il'AU. 2 ., Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/04/2013 Design Pressure: 135/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Thi cl Party: Yes Evaluation Reports Created by Independent Third harts: Yes 206.'J Senes 10/20 Single Hung vinyl Single Hung Window (36" x 59- 112") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No i h. 'W,5 CAC: r,o[ i ' _:;_-..,. Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: fvo 08/03/2033 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 J : C _ r_iJ standard. Verified By: Warren. W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes EvaluationReports- I Created by Independent Third Party: Yes 11206A0 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 84") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Cy' Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/- 35 08/07/2013 Other: Configurations of glass conform to latest ASTM E1300 Installation Instructions standard. 0r , Verified By: Warren W. Schaefer, 1='.E, 44135 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11206. 11 .merles 1000 Single Hung Vinyl Single Hung Window (36" x 72") Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: 135/-35 Other: Configuratior;s of glass conform to latest ASTM E1300 standard. 11206. 12 Series 10/20 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure 35/ 35 Other: Conkgto-atic)iis of glass conforn to latest ASTM E1300 standard. Ll i06. i 3 Series 10/217 Slagle Hung Limits of Use i' loi-iciabuildliig.org/pr/pr_app_dtl,aspx?p... Certification Agency Certificate Quality Assurance Contract Expiration Date 08/ 03/20.13 Installation Instructions Verified By Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Vinyl Single Hung Twin Cornposite (72" x 53.5") Certification Agency Certificate Quality Assurance Contract Expiration Date 11/17/ 2013 Installation Instructions veiihed By: Warren k-V. Schaefer, P.E. 4v35 Created by Independent Tliirrl Party. Yes Evaluation Reports CrcaLe..d by Indepencleni Third f'ary: Yes Vinyl Single Hung -1"win Composite (96" x 53.5") Certification Agency Certificate J/5 z/b/2UIU Florida Building Code Online Approved for use it HVHZ: No E _ ' 1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2013 Design Pressure: +_;5/ 35 Installation Instructions Other: Config,jrat ors of glass conforrn to latest ASTM E1300 j I_ - Wstanclarrrl- Verified By:: Warren Schaefer, P.E. 44135 Created by Independenr l hi« 1 Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11206. 14 Series 10120 Single Hung Vinyl Single Hung Twin Composite (96" x 72' ) Limits of Use Certification Agency Certificate Approved for use in KVHZ: No rlG.._2S t '.._C..;..., Approved for use outside HVHZ: Yes 1. 1 1. Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure:-1-30/-30 11/1.8/2013 Other: Configuration= of gLas conform to latest ASTM E1300 Installation Instructions standard. I Verified By: Warren W. Schaefer, P.E. 4aL35 Created by Independent Third Party. Yes Evaluation Reports GQ6 LIAO - - Created by Independent l-hird Parry: Yes 11206. 15 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (72" x 72" ) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No C..,,i..... Fi:._4 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N, 11/17/2.013 Design Pressure: -+-i5/- 35, Installation Instructions Other: Configuration; of glass conform to latest ASTM F1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party': Yes Evaluation Reports Created by Independent Third Party: Yes 112.06,!6 `,,nes 10/20 Single Hung Vinyl Fixed With Single Hung Flanker, (108" x 72') Limits of Use Certification Agency Certificate Approved for use in 4VHZ: No yr_.r Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/27/2011 Design Pressure: r-30/-'d1 Installation Instructions Other: Configurations of glass conform to latest ASTM F1300 I 1.._ standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11206.17 Series 10/20 Single Hung Vinyl Single Hung Triple Composite ( 108" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes i_ 12 6 .R:5 C.C4C Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: ' 5; 35 03/31/201,1 Other: Cor f Tlir,--Ju - ,,f glass coolorm to latest ASTM E1300 Installation Instructions Verified by Warren W. Schaefer, P.E. 4413.5 - - Created by Independent I hird Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11206 18 Series 10/20 Single Hung Vinyl Single Hung Triple Composite ( 108" x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 2 '-- {`= -'-- r Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Ai, I1/19/2013 Design Pressure { Installation Instructions Other: Conficura lol pl s Confoi rt to latest ASTM E1 00 Verified By Warren W. Schaefu, P.E. 44135 standard. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11206. 19 Series 10/20 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Vinyl 1-ixed Over Single Hung Composite (30" x 76") Certification Agency Certificate Quality Assurance Contract Expiration Date s fiorrClabuildirlg. ofg/pt/pf_app dtl.aspx?'r:... rlUllud DulIulliq --UuC uflllr1C'- Impact Resistant: No 11/10/2013 Design Pressure: i 5/ Installation Instructions Other: Configurations of glass conform Lo latest ASTM E1.300 standaro. verified By: Warren W. Schaefer, P.E. 44135 Created by Independent I hird'Party: Yes Evaluation Reports I i 15 I ?di Created by Independent Third Party: Yes 1206,20 Series 10/20 Single Hung vinyl Fixed Over Single Hung Composite (46" x 76") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 1206 p5 C CAC _.4=],__H.-_:_;; _ f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N;. 11/11/2013 Design Pressure: Installation Instructions Other: Contlguratlor ti o° glass conform to latest AS FM E1300 stai16ard. Verified By: Warren VV. Schaefer, P.E. 4413S Created by Independent Third Party: Yes Evaluation Reports rif Created by Independent Third Party: Yes Department of Community Affairs Florida Buildwq Code Online Codes and standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (S50) 414-8436 ry 2000-2010 The State of Florida. All ngnts reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Softhvare I Customer service Su—y I Contact us Product Approval A ccepts: Ej 15R [E M fIoridabuiIdin or / r/ r_a dtI.as )x? 9 9 P P pp_ f to j XNE3t•L HOLESRSC i 4aR1[S4 e, 5v[u.uD wCa ON w iAiE 48'j tl' IM EU ' MAX. FRAME WIDTH—(H d RL' 4 ti 0OR S iB' M X T71ME WIDTH- _ ' tltG ' rIS P U GAS u S ,t D[SIORY ula ..L 0 biFH wv.'D S TO ,( 5 NF AT A' MAX 1SEvPAIEU . lYs EL p IOns NiE N HYOWYnCE M D ll' AE [ NR a E nGdM bD'DInO c00[ (FBC) .•. acas sE 1- E m RN". I-H, Durxs DP woos - i eE - - -- srv c v civscn In n¢ v 1_ n`CArwc ..c as 1 E DDo S f w'S +C fL m LWIILU D pm SCRCws i1tU CW!{' IHIe _ ASI DInEN nssIBYAR nfin. E [ PEOJ C EFiS a LONIO. B .a NO cax ONPCEA ZD rRAME SCkEW` • --- 0. wm4nS SIIO EREI C RIS'RO) D - NaWIED Urn , OC / I SPACED I, ccn' nc. a, E .. nE tADL.ro AuoaNva T IN[ ruc me YHFRE SHOWN lDDrcDNurss+a ....... c o" wa r. x a s w 1 a nus aawNc I. 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MAX TYP EACH AIL I RN rE ANCHORS In I(CIR SP- IFlEDA.NCE D FRAME ANCHOR 4 St. SrR4 ES 'wv r BE MANAt ZED Ir CNRREQUIREMENTS SIDE) I'- ,.PPI ICADLE SinNDARO( 5) I ME FOUNOI TABLE' ON TWS L. \ '7F EQUALLY g O BE Gu 't. ENI lO OR STRONGER THAN THE SHEET FOR I SPACED 4 k,4ORES)USED IN ' ESING W111H THIS PRODUCT REQUIREMENTS, jgq I - 0 s IM: I h.t.VkL N.'IrCN al dL,IC U/OR OUi.LLY 31 taw0- I FORCE E- iwRE.E t7c RE e+ ,,. c1ccID' iRa u.YI` NO ANCHORSRc00- = X ERIOR EL ATION' j I - EXTERIOR ELEVATION' A HEAD e SILL F . FRA4FE Itivaa+ REauIRE Bxrs INil SINGLE WINDOW SINGLE WINDOW 3 rn E aw w/am/k n -rc I u a FIN INSTALLED SERIES ) 0) ASCREWS (SERIES .D) (_ SCREV INSTAL[ Fn SER ES QQ) Is D _ CA( A' ASiER E uLc we n I_,I 3 ' = I-oca d SCR: D/ I t J. . ' l"fir, 1 FRMC SCALE. N\ p4 ' e_µsl s EndDaD cR:.s scr o oRl.seREw ( Eu 'i•-{ ,, E"n' b's LA..5 SEU` TA/ONX.. SOIEW wasK No , cP. 5 kLL rea/Dwu' scRcw Fuu s T L ;' IEO M W 6..'. LpO1 F f C c s„ D/ .00 a cDNcm.- c w /4• coNcaEZT scxpw I yr U :p i f TN 2ALtPnoN CUP SCREWS_ _ sERIEs zD ALLOWABLE DESIGN PRESSURE w + r s M a F.4ulD rn.wl on -- SL4GU W4DON ti G. ) Y JET T D 0. o ca—i sE r rw RI.:. scl Ew ru:t 7 -winnow srz ulowAffis 0 yr> e r ^ELL 0. D Lit-f SEIr TM R; u sG+Ew M1 I > MAX. w.% PaESsua . z ! FIETE SASH AoH'E SASH L H2AV FR,. uf SnEf (OSInvE d j D a nn F 1 i ETwc R I MEEnnc L ti /_ _ wIDT r n ICHI aEI R ORCEMC n R s v rs..B n m.EreEj 1 1" JtlREIrroacEMrIEonvE'j <q NA 1 G I FSEcFdRS /r E>L<. D2 (IN.) ( IN.I 1 « 0 t OUL ' I/ tl 1 II Jfi 59__ YvES Y4E0S --Es 1 r DNCPER SCRCM /' T _ un. G+. e , u• O.11 - _ IID 59.5-- NQ i - I 1 T' YES JS mcc xw aR aJa -- HIGH PERFORMANCE o 1IROD PI48 7 J — rL rs 3 wIN0Ow o Mn 1 /e 1 Ase srE'. Tip. a cR s srF TM car,. scan nxT T' u 48 7 S 7 7 v I e' we s x0. a cN sar w _{. 5eRE1.' ruu aI 48_ _ S4 S _ YESJ_ _ 111 'MNDOW HAS A MAXI.u. 75' TALI 901.0M VENT. I rw.u( Cxl/' + w,: &. V U" OR r1FJl NE.Y. SCR u) WINDO'N 14's EOUk lop 4 BOTToN VENiS. - C \d L' Sw+l E C Ck .'N/LDn E'CO ... \ 411 1 as D wn x cP" (IMPO(NGD s En ar 1.5) PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITTN5l Kn AE s W, SCO MIN INE ". M .I170, DER, ..UL SC+Cn Ll' ILL- ,.a U ASNtx XI n[ xNL1 Nun. ONLY. THE GOVERNINGDESIGNPRESSUREONTHEWINDOWSINSHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL Er . Oa1nC IA.: MC D!..1 .V'Pt.CABLL alla pA GNO oE)iE0PY4iQ wIRDOYIs (A/ M,x n.u. RE16aLNNKE Nui[pwS) W:NDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. i F i ) ij a• vi I FOR AN. OV H 1 U I MOP SEE WINOO'N PRESSURt tAfilF ON 1$ sT FEt MA UIiICU/v 4h NAX. INU nDL. 4a MAX. INU;IOUAI. 1I11001 1101, I- W NDOW '.01 'WINDOW 1II011, I- I I Ik la-- T1—,io , r IO' FO " I I CLUSTER FIN vEV OR 1 ANCHORS AT MULLION SUCH I IIIDf IU LIAI, W NUOWRCC1Hffl'TS-N POSIIIUN$ ROUNp WINDOWS M'IOIH$ ARE RESII<I.'ED TO -)IMEN$ION$ SHOWN I ENDS THAT HERE NEE A IOTA OF 4 POSITIONED AS pI1II;I Il I 6U1 GV,.L, UNIT FRAME NIDIh 61AL II SHOWN. SEC 'FRAME it ANCHOR TROLCONI REQUIREMENTS TABLE' ON SHEET I/ FOR REQUIREMENTS. W II1 I I III I l --—All i ALLOWABLE DESIGN PRESSURE DIJP tt, I. 5+ 1 N 'WON S11LC FR.. NL Fain I0,,,ORCEMCF REII:FOHCt W1CI. IHII^I il IWC „ C D FOR MAX OVERALL UNIT WIDTH. SEE. WINDOW PRESSURE 1ABIF ON THIS S.iUF _ 48 MAX. INDIVIDUAL :fi` MAX INDIVIDU _J_ h MAM 14CMCUAL __—I WIN'UOW WIDTH WINDOW WIDTH 'WINOOh WICK WINDOWWERESHOWN FIN INDIVDUAL WINDOW WIDTHS 0.RE RESTRICTED FRAME SCREW AIOR NEAOMULLIONEND. II ANCHOR REQUIREMENTS h 0 DIMENSIONS SHOWNI SEE FUME ANCHOR l HEOUIREM POSIr10. Ns AROUND BUT OVERALL UNIT TABLE- ON SHEET 1 WINDOWS FRAME Nt0T1+ $HALL I CONTROL FOR REDUIREMENTS. j v Ili I i wnuLAnoW // I I I .. // UNSTkLLAT -- EXliRIOR ELEVg_ CLIP FUMEANCEFHORRECUIRLMNTSAULEON a '4' 4 a QHrr;a;sALSOEXTERIOR E F MULTIPLE WINDO SHEET T OR REOU:REMENIS - F NSTALLED SF$1F1 NOTE cups Ma BEUSEDAl XT RIOP. EVATl9 IN LIEU DE FRAME SCREWS MULTIPLE WINDOWS ga FRAME SCREW INSTALLED S RIES 20) SCA_E: 3/4' DUBLE &TRIPLE WINDOWS) -- ---- PRESSURE SHOWN IN THIS TABLE IS FOR INSTALiLATION CONDITIONS ONIY. A: ow, vS.Et itEsSUR[' THE GIVER NINC DESIGN PRESSURE ON- FIx D IS nC'rE SASI p05RivE THE WINDOWS SHALL BE THE LESSER I Ti' ` ' I'1 ELI EWEE1+G RI 6 cM ,,;C ! I Uni URCFMLN t Ga1hE) OF THAT SHOWN IN THE INDIVIDUAL. WINDOWS STATE AP P ROVAi, OR T11AI T' P' ' '' l- V' I. laws SHOWN IN THIS TABLE. Cl In- NO 50 -- 1... 3S — HIGH PF. RFORMPNCE 1, WINDOWS ARE RESIHICTED BY 'HE DIMENSIONS SPECIFIED. WINDOW' NO YES — I YES I 30 2. TRIPLE WINDOW SHOWN. UOUJLc WINDOW ALSO IV'PIIF.S. 3. IF MORE fHAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENINC, ALLOWABLE PRESSURE0i THOSE UNITS SHALL BE AS STATED FOR THE 9 I\\\\° r Ot wws o5r$ .1 I6r yK7A^ A IOF' M : . U'E RAL,. I J Jtl.: 1 MN. INDIVLI Ad. MN IND VIUUAL L__— niNUO ' N Ui'.i WI OW 'mU _ WINDOW W!OT'. r SEE 5v+t,lE NlNpow PLCX• A' ON FOR FIN ANC: JOR R EOUIREME NTS k II __. _- INDIVIDUAL WINUOW I CLUSTER FIN ANCHORS AT MULLION ENOS SUCH THAT P05TilONS Ni01,NO Wl0Tt5 AR REST RICTED I MERE ARE A wINDONS TO DMENyIDNS 1H0'NN OF 4 A5 EDASEEIIIDIOVEfUIIIJIIII' IIIRMILAIDlriSHpLN. SHOWNSEE FW,ME FRAMEI. IICONTROt. E,OU,REEMENT5 TABLE' ON SHEET I FOR REOUIREMENN I n illll,. vX I 1 0 1 O I } y. 6 lob. MAX. OVERALL Fi:.sIF WICITt iB MAX- INO'l1OJAL ; 60' MAX 'NCIV DJAt WINDOW' ' NDTH 'WINDDN h:'?I •I WINDOW '•\'IU T!i 9' CI i' 4' SIMILAR i J 4 ' I '— FRAME SCREWS I° I SEE SINGLE WINDOW WHERE SHOWN AI ELEVATION FOR FIN EiNDMOUALINDOW HEAD MULLION ENUANCHOR RESTR!CTEDSEE'FRAME ANCHORREOl1RENENTSk REOUENSSHOWN POSRIONSAROUNU TABLE• ON SHEL 1 UNIT WINDOWSFOR PEOUIkF.MENiSSHALL X / (p 1 I I 3 t wnulAnlw / R4wSTALLAuuNCur WHERE 5 DNN 5'I li EXTERIOR ELEVADON Raat. avcnoR RLDDIREMEI n ABLE'On a <' J' <'4 RU1 ELE_ OPERABLE/CJP RV , FORREDLIREli IN UEU OF S FRAM sMn HE cEXTERIORELEY4TION' uSLC < „ iAU A: S:i O J fIN INSTALLEQ SE( jIES ,G, n ,IW, MULTIPLE OPERAQLE EDXED WINDOWS ALLOWABLE DESIGN PRESSURE (FRAME S.REW INSTALLED ERI S 0) XOX WINDOWS) sck_c: 3/4" _ 1'-G' dF PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE ............. GOVERNING DESIGN PREE LESSURE ON ME tijjt ,' WINDOWS SHALL BE IHSSER OF SHOWN IN THE INDIVIDUAL WINDDW'5 SIAIE APPROVAL OR THAT SHOWN IN THIS TABLE. 1CT: t I. k_ WINDOWS .ARE RESTRICTED BY THE OIMF.NSIONS SPECIF,CU $ 6D ' L. 'RRt C WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES a 15 RESIRICTED 6' ' TO A MAXLMUM OVERALL FRAME WIDTH OF 96°. /lb r ... \ 1 7 F 3 5 II FOR MA%. FRAME WIDTH, SEE W.NDOW PRESSURE TABEE ON THIS SHEET uJ 1 0 // IIIIJ )F LrlLi FOF : t I I li I I EXTERIOR ELEVATION: JNGI E WINDOW W(1H TRA iSOM FA NSTALLED SERIES 141_ FOR MAX. FRAME WIDTH, — ISEEWINDOWPRESSURE TAEI.E iHiS SHEEP a' MAX. 17/ I II 41 B' MA'S. O.C. owl tc II FRAME SCREWS WHERE SHOWN. SEE "FRAME i MAXANCHOR TABLE" ON 11115 SHEEP FOR 9MAX. REQUIREMENTS. IB` MAX. O.C. L NO ANClIORS REa'o—/ L 4. MAX. AT HEAD & SILL SINGLE EXTERIOR ELEVATION WINDOW WITH TRANSOM FRAME SCREW INSTALLED ED RIFSSCALE: 3/ a` = 1'-0' 0) jALOWABLE DESIGN PRESSURE I{( mf000w WITH iIms—O ) PRESSURE i `' ( POSITIVEFR.uI NlJ.IE Y y- CiATN{i I i1 (,, I ar. C. ry n 7 a,q. l S! lid: ilt t krr ib i R N C OP Prk VAt10N—\ 4, SOBSTRATI 8 Oi HERS PER FRAME ANCHOR PER -_- FRAME ANCHOR ELEVARbN -SUBSTRATE BY OTHERS PER 1/a.. MAx. SPACE -- -I '— FRAME S;DTH B -! RFOUIREM .NTS IABLE- "FRAME ANCHOR 01 s O REUUIREMENTS TABLE' SUBSTRAT[ by r % OTHERS PER FRVE ANCHOR _ r I 1/a' v.•x. /j" REQUIREMENTS Au..N flf IL-1. _ SPACE TABLE _ - VI'i(:ti -- - _ 1/4" MAX. SHIM SESES :0 j hi CH ANCHOR WINDOW I tEAFIN IWCHOR f ER / FRNJE SEALANT OTHERSBY -. -(- ELEVATION Ec0 n I i0 / vO5E --SERIFS UPI O 'L' WINDOW Et0 OT Bf. FRAME sFAV•.^+ T BY B i SERIES 20 OTHERS BEHIND R, i F 0.( HE - WINDOW NAL FIN EXTERIOR FRAME LYirtt RJ T._ --_ i SECT ION/NOSE I$' RIES IC Y DPTIDNAI, AND NEED NOT Bc I\' ILxIL OR; TIV ME l PART OF THE USERIES20OTHERS Br WINDOW — FRAME Pn'OFI_E OTHERS RSu01HE Nf D..\\ I ' THANE F I JrJ iorHER; _ _I) 1 IN$TAUAnGN cuP SECTION E B1 PERELEVATIONSCALE, 1/2 FULL T SEALANT BTOTHERS ll Ix SUM a 1/ a" MAx. SHIM _ u -' \ AT LAQ'. ANCHOR — FRAME W'IDhi -- j MAX. 13 SruM Al EACH CLIP I N A HOh . H Lt LVA 10N RS Rd By liIIER . PER Ii SECTION jPi\ F war 1c ,OR SUBSTRATE B, I SALE 1/? FJ.. 5 kL OUIRc .r; TS VASE: -INSTAL TION CLIP SCREW OTHERS PER 1_ SUBSTRATEBY OTHERS PER• PER ELLVAIIDN I PER CLIP) 'i RAM[ ANCHOR I j Ri( S iD uu hf FRAME ANCHOR REQUIREMENTS WINDOW I S 2+' CO NTNJO05 WOODMEMBER ILES In SI/'_ THM A 2x- BUCK REQUIREMENTS TABLE" 2" DEEP (NOT REQUIRE') WHEN cMM SPACE- iA01.(" TO BEMI } IS Wli rlN ALLQWABLE DIMENSIONS SHOWN .N Si,'TO(:S) _ SECTION t—. SCALE: 1/2 FULL FRAIAE ANCHOR/ 7E u irSZ 4 } 1 A SUBSTRATEBY OTHERS PER ELEIADON PER 'FRAME ANCHOR REOUIREMENTS TABLE' 1 x' T BY I \ EXTFR_ORI;tl Y£ 1.3) 5 —_._— C.297 oTHERSEAAT r OtHEk$ SEAL NT 8:' - FnAME SCREW PER ELEVATIONS OTHERS M.[ 'FRAANCHOR Dolso REQUIREMENTSTABLE ExT—;RiCRJ OPTIONAL (SERIES 20) DIRECT MOUNT DETAIL OINSTALLATION CLIP SECTI e^ TO SUBSTRATE WITH SPACE cm HEAD SECUON.SiOWN SIDES ARE VMALLEO THE SAME) SILL 'TOES NO AP-II) FOR DEJAIL NOT SHOWN, SEE SLCiIONS A2'4 h 82/4) O v, 5 Y. fa- LO V. n is IMP] 8529 South Park Circle. Orlando, Florida 32819 Bus: (407) 370-2872 Fax: (407) 352-6309 Limited Power Of Attorney Date: To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint Christy Galas, Greg Galas, Sandra Barris, Donna Malvar, Jennifer b Fogel or Charity Schwingel, a permit service for Lowes, to be my lawful attorney in fact to act for me to register my license an apply to: Ca \1 o p S(Z l For a W i tJ 1 Y permit for work to be performed at the location: Lot: 1 Blk: Sec: Twp: 9 g : Subdivisio ct _ Parcel or Alt Key # Q • 51 Cl ' ccoo ' 0 Sod Address of Job ' I -1 Cmi i z! Dam Owner Of Property: And to sign my name and do all things necessary to this.appointment. Thank you for your assistance. Sincer , Peter Anthony Cafaro III Primary State Qualifier CGC 1508417 State of Florida County of Orange The foregoing instrument was acknowledged before me -by Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before this day of 20_ NotaryPublic - {SEAL} My Commission Expires: 10/21/2014 ANNE S. ROMANO MY COMMISSION 4 EE 029992 EXPIRES: October 21, 2014 mrgrfof9v Bonded Thru Budget Notary Services 1L/b/Lulu Seminole County Property Appraiser Ge... DAYID JOHNSON, CFA, ASA PROPERTY CARREL IRAY DR APPRAISER T7, ui=nanvaLEeour rr FL._ k F A 5 1101E. FIRST'ST SANFORD,. FL32771-1468 .•.. ° dg" 407 665-7506 ZI12, SPANISH BAY DR i ' VALUE SUMMARY 3................................. ............ .................... VALUES' 2011 2010 GENERAL i Working Certified i .................. .......... ........................ Value Method Cost/Market Cost/Market ParcelId:'33-19-30-519-0000-0570 _ ___ ____ __ ____..__._ __... ...._._...._. _...- Number of Buildings V 1 Owner: ROY REBECCA Depreciated Bldg Value; $108 539: $114 664 MailingAddress: 110 CARMEL BAY DR ___._:...__ ------ 1 City, State,ZipCode: SANFORD FL 32771 Depredated D(FT Value $0 $0 Property Address: 119 CARMEL BAY DRSANFORD32771 Land Value (Market)! 000 25,000 $25, r _---- ...........:.. _. Subdivision Name: MONTEREY OAKS PH 2 REPLAT Land Value Ag $0 $0 Just/ Market Value; $133,$39 $139,664 TaxDistrict: S1-SANFORD _ -- _._..._. Portablity Adl3 $0.$0 Exemptions: 00-HOMESTEAD(2006) ! .... .......... _......_ Save Our Homes Adl3 $0:$0 Dor:01-SINGLE FAMILY ..__. ...-......... i .........._... Amendment1Ad)$0 $p Assessed Value (SOH)' $133 539 $139,664 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority I Assessment Value I Exempt Values' Taxable Value County General Fund l $133,539 $50 000' 83 539 Amendment f adjustment is not applicable to school assessment) Schools; $133,5W $25 000f $108.539' Ctty Sanford $133,539 50,000$83 539 SJWM( Saint Johns _... 9 WaterManagement) $133,539, $50 000f $83,539 County Bonds; $133,5391 $50,0001 $83.539 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 WARRANTYDEED07/2005 05820 0001 $230,100 Improved Yes WARRANTY DEED 2010 Tax Bill Amount: $1,996 12/ 2004 05564 1348 $196,500 Improved Yes I 2010CertifiedTaxableValueandTaxesSPECIALWARRANTYDEED05/2001 04084 1207 $116,600 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTYDEED01/2001 0400E 0928 $284,000..Vacant No Find Cornparable :males w ithin this Subdivisitm LAND LEGAL DESCRIPTION Land Assess, Method` Frontage Depth Land Units Unit Price Land Value PLATS:Rck. o LOT 0 0 1.000 25,000.00 $25,000 LOT 57 MONTEREY OAKS PH 2 REPLAT PB 58 PGS 22-23 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ett Wall Bid Value Est. Cost New Building 1 SINGLE FAMILY 2001 7 1,874 2,290 1,874 CB/STUCCO FINISH $108,539 $113,061' SketchAppendage / Sgft OPEN PORCH FINISHED/ 36 Appendage / Sgft. GARAGEFINISHED/380 NOTE Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits t I I scpart. org/.../re_web.seminole_county_ti... 112 RECEIVED MAR 0 a 2011 REVISION BY: PERMIT # DATE PROJECT ADDRESS CAQW L- A SMR-Kb,F1, 12rm j CONTRACTOR Tt cnz CA r,-o ^ Lowe S PHONE # (35z 5`12 - t S FAX # ca I 5 V 1 CONTACT PERSON Cii 2-1 S I V L-A S DESCRIPTION OF REVISION R I l___AC I - i SL) LEE Pam-, Z. -k-4 L T To .R`3 t6WAL t 5sp cT D 0 Pic- / UTILITY DEPT FIRE PREVENTION PLANNING BUILDING 3/2/2011 scpafl.org/.../re_web.seminole_county_ti... 1/1 IMPROVING HOME IMPROVEMENT 8529 South Park Circle Orlando, Florida 32819 Bus: (407) 370-2872 Fax: (407) 352-6309 Limited Power Of Attorney Date: n J - 2 To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint Christy Galas, Greg Galas, Sandra Barris, Donna Malvar, Jennifer Fogel or Charity Schwingel, a permit service for Lowes, to be my lawful attorney in fact to act for me to register my license an apply to: QFor a SU A)tN permit for work to be performed at the location: Lot: Blk: ri Sec: Tw p: Rge: JC Subdivision P' f Z 2E(?L- 4-T Parcel or Alt Key # 3 : l61- 33 - JI 61 -- 0C jp 05-7 O Address of Job . !'Yl -Z.a /1 Owner Of Property: JZ' CO QA W T And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincer , Peter nthony Cafaro III Primary State Qualifier CGC1508417 State of Florida County of Orange The foregoing- instrument was acknowledged before me by Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before this 2 day of iyMOr-20_L) otPar a, ANNE S. ROMANO Notary Public { SEAL} _ MY COMMISSION # EE 029992 . My Commission Expires: 10/21/2014 * EXPIRES: Octbber 21, 2014 re pF FY Bonded TNu Budget Notary Seroces C iT R ih N 3 i - L li 3 i R p A H L j roo 0 cn 0 Pfeaa&pr®vfel,raring from enelta uis}ns owing info an right CMr®ge: V Nam r r,terlar a [yarerm vim LORKNd RlqItRwtd 1gxlo POD f3ft aeffiar - Ff v pftb of hamr. 1 e • / ,. 4 M t PRODUCT APPROVAL SPECIFICATION SHEET AACT As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the inform) re i n an aapprovalppbuildingroal numpermbers n the building components listed below if they will be utilized on the construction project for which ppro al number for any of the applicable listedrecommendyoucontactyourlocalproductsuppliershouldyounotknowtheproductapp products. Statewide approved products are listed online @www.Floridabuilding.org. approval Numbers) Manufacturer — roduct Description G f5 --- -- ut>ra4srgoN _...._ I 1 EXTERIO BOORS FL2646 3__ AswINGINc _ _ - - pELLA er s 10 25 lids g Glass Door,.-. IB. SLIDING' GL C. SECTIONALIROLL UP a ._.. D.. OTHER—. — -- — 2 WINDOWSiA. SINGLE/DOUBLE HUNG -----"_— ' r-- B. HORIZONTAL SLIDER - --- I CASEMENT --.— — _ iD. FIXED IE. MULLION — — —" - IF. SIVY-LTIGHtS G. OTHER — -- - A. SIDING - _.l_ --- - ----- - FB . SOFFITS IC. STOREFRONTS - - _- -I- D GLASS BLOCK- E. OTHER 4. ROOFING PRODUCTS -- - ' e. ASPHALT SHINGLES B. NON-STRUCT METAL p. ROOFING TILES r— ID. SINGLE PLY ROOF It. OTHER 1— STRUCT COMPONENTS - iA. WOOD CONNECTORS B. WOOD ANCHORS TRUSS PLATES ID. INSULATION FORMS L. C. LINTELS _ -_- --__ -- ------ - IF. OTHERS NEW E_XT_ERIOR ENVELOPE PRODUCTS The products listed below did not demonstrate product approval at plan review. I understand_ that at the time of inspection of these products, the followinginformationmustbeavailabletotheinspectoronthejobsite; 1) copy of the product approval, 2) performance characteristics which the productwastestedandcertifiedtocomplywith, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. t r r AP LIC NT SIGNATURE DATE R- 1305 01-04 Florida Building Code Online Page 1 of 2 BCIS Home !, Log In User Registration Hot Topics', Submit Surcharge Stats & Facts Publications IyFBC Staff BCIS Site Map :links Search Product Approval USER: Public User ProC4C4 ARproYal Menu > PropP t or Application_S.earch > 2Rpl Gohon. Li t > Application Detail FL # FL2646-R4 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641) 621-6096 peilaproductapproval@pella.com Authorized Signature Joe Hayden Sandi Robinson pellaproductapproval@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 Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By James L. Buckner, P.E. at CBUCK, Inc. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA 101/I.S.2-97 AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1300 04E1 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Year 1997 2005 2004 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquOAT9TZV W gs... 6/7/2009 Florida Building Code Online Page 2 of 2 Date Submitted 05/15/2008 Date Validated 05/20/2008 Date Pending FBC Approval 05/22/2008 Date Approved 06/24/2008 Date Revised 03/26/2009 ioummary yr rrvuua.w FL # Model; Number or Name Description 2646.1 JISERIES 10/25 411-H-963.04/.05) VINYL SLIDING GLASS DOOR Limits of Use for use In HVHZ: No p Certification Agency CertificateApproved Approved outside HVHZ: Yes Assurance Contract Exp iration Date istant: No ImpactResDesign Pressure: +25/-25 Quality 12 Installation Instructions i Other: (411-H-963.04) SD-R25 (2426MM X 2426MM. 1 ( 411-H-963.05) SGD-R25 (95-1/2" x 95-1/2"). FL2646_ R4 II_1248D,.pdf Verified By: Warren Schaefer 44135 I Configurations of glass conform to ASTM E1300 04E1. Created by Independent Third Party: Yes Evaluation Reports FL2646._ R4AE1248D,p.df Created by Independent Third Party: Yes. 12646.2 JISERIES 10/25 411-H-963.10/.11) VINYL SLIDING GLASS DOOR i Limits of Use Certification Agency Certificate j Approved for use In HVHZ: No FL2646_R4_C_G4C_C.C..L for P.e. Ila 5 14-OS.pd_f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: + 25/-25 04/21/ 2012 Installation Instructions Other: (411- H-963.30) SD-R25 (2426MM X 2083MM). fL2.646 R4. 11,_ 124,8_D.pd.f 411-H- 963.11) SGD-R25 (95-1/2" X 82' ). Verified By. Warren Schaefer 44135 j Configurations of glass conform to ASTM E1300 04E1. Created by Independent Third Party: Yes Evaluation Reports FL2646 R4__. AE 1248D..pcif. Created by Independent Third Party: Yes 26463 SERIES 10/25 411-H-963.16/,17) VINYL SLIDING GLASS DOOR Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL2646_R.4_C_CAC_CCL for P,e..11a 5-14-01B.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 1 Design Pressure: +90/-30 04/21/ 2012 Installation Instructions Other: (411- H7963.16) SD-R30 (1829MM X 2083MM), FL2...6.46 R4__11_.1248D..,.pdf 411-H- 963,17) SGD R30 (72" X 82"). Configurations of Verified By; Warren Schaefer 44135 glass conform to ASTM E1300 04E1. Created by Independent Third Party: Yes Evaluation Reports FL2646_R4.._ AE__ 124813. p df Created by Independent Third Party: Yes Back Next DCA Adminlstrotlon Department of Community Affairs Florida Building Code Online Codes and Standards 25555humard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487. 1824, Fax (850) 414-8436 2000-2005 The State of Florida. All rights reserved. C4RYrlght"and Disclaimer Product :Approval Accepts:. RE FM lwck V rl[ fq x eurW http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquOAT9TZV Wgs... 6/7/2009 1/4" MAX. SiFRAME WIDTH SUBSTRATE BY OTHERS. PER *FRAM FRAME AT EACH ANCHOR FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REOUtREMENTS TABLE", FRAME ANCHOR PER ELEVATION ANCHOR REQUIREMENTS TABLE - SEALANT BY SEAL HEAD & JAMB SFACEOTHERSBEHIND - - PER ON STRIKE ANCHORS NAIL FIN WITH URETHANE FOAM 3/g" MAX. SHIM ELEVATION SPRAY INSULATION AROUND 1 PERIMETER OF FRAME (NOT AT EACH ANCHOR FRAME ANCHOR o APPLICABLE A7 SILL). PER ELEVATION EXTERIOR s 1 1/4 MAY. SPACE SEALANT BY SUBSTRATE BY OTHERS OTHERS PER FRAME ANCHOR REQUIREMENTS LLLJJJ SEALANT BY z _ TABLE' OTHERS g SECTION B sEALANf BY SCALE:1 2FULL Uno _ Jj THEf24--` (FWAIE SCREW MOUNT) S o'o t g Q SECTION 3 c7n EXTERIOR 11 SU :1 /2 FULL SECTION Al (FRAME SCREW MOUNT) S M c SCALE 1/2 FULL 3 i FIN MOUNT). I 0 SUBSTRATE BY CONTINUOUS WOOD MEMBER EESS OTHERS PER BUCK TO BE _ INSIZETHAN'A 2X_ "FRAME ANCHOR o a MIN. 3 1/2' DEEP. NOT REQUIRED REQUIREMENTS o z p( TFRIOR WHEN SHIM SPACE IS WITHIN TAB1E7 z ALLOWABLE DIMENSIONS SHOWN IN w w^ v SECTIONS). BUTYL SEAUNG x ': _ WASHER REQUIRED AT W ., . -•_ 1 6.5 EAGH FASTENER - --_-.-------•-_.__•-__ --- . wF o a a LOCATION AT THE SILL w vt ZSAC It OTHERS 0 IN m WVUi 1/ 4' MAX. SHIM u' AT EACH ANCHOR SEALANTBYFRAME ANCHOR z OTHERS } >, R3,`'•.' PER EI A7IOhLS SEALANT BY ANCHOR OTHERS REQUIREMENTS TABLE" EXTERIOR FRAME ANCHOR i r• _ PER ELEVATION SUBSTRATE BY SECTION c OPTIONAL nIRF,CTMOUNT ETAI OTHERS PER SCALE_ ,/2 FULL 3 FRAME ANCHOR TO SUBSTRATE WITH -SPACER REQUIREMENTS ( FRAME SCREW. MOUNT) (HEAD SECTION SHOWN, SILL & SIDES ARE INSTALLED THE SAME) TABLE' ( FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) SUDING DOOR SHOWN, TFlEEDD PANEL DOOR IS INSTALLED 1248 E SKM e - 3 ov 4 l 1 /4 MAX. SPACE —{ FRAME DIMENSION . ay.+ro SUBSTRATE By PER SUBSTRATE BY OTHERS PER 'FRAME I a FIN ANCHOR PER 'FRAME ANCHOR ANCHOR REQUIREMENTS TABLE' FRAME ANCHOR PER SUBSTRATE BY ELEVATION REQUIREMENTS TABLE' - .,ELEVAi70N OTHERS PER - FRAME ANCHOR SEALANT BY SEAL SPACE WITH - SEAL SPACE SPRAY OTHERS BEHIND URETHANE FOAM REQUIREMENTS URETHANE FOAM NAIL FlN SPRAY INSULATION _ TABLE'* INSULATION AROIAJD € t' AROUND PERIMETER 1/8' MAX• SHIM PERIMETER OF FRAME. €_ OF FRAME (NOT _FAT EACH ANCHOR FIN ANCHOR o APPUCABLE AT SILL). PER ELEVATION Q 1/4' MAX. SPACE SEX_W BY OTHERS SEMANT BY i ' — ` C 2 SEAUNT BY OTHERS x OTHERS BEHIND .;' EXTERIOR a w NAIL FIN SEAuqu BY OTHERS Ln W N L W V ZF q SECTION Et Z o W a I SECTION Dz , 1/z FULL * o a-z 1 SCALE: 1/2 fUUL 4 oc) EXTERIOR (NAIL FlN 1MOUNT) 1A o m 1 SECTION Oi ( FRAME SCREW MOUNT) oN 4 w8 SCALE 1/2 FULL w V U a oWOC a a FRAME ANCHOR c z roh PER ELEVATION Z w N V Jri SUBSTRATE By ` OTHERS Pam....-. p : FRAME ANCHOR I I N No 3 REQUIREMENTS EXTERIOR =;' TABLE' _ - 83 $•. SEALANT ByOTH SECTION SCALE: 1/2 FULL FRAME SCREW MOUNT) i t5 FOR MAX. FRAME WIDTH (F.W-) SEE PRESSURE TABLE ON THIS, SHEET rrT-r— 2" FIN ANCHOR WITHIN 2' OF CORNERS & 8" MAX- O.C. SEE 'FRAME ANCHOR REQUIREMENTS TABLE- ON SHEET 2 FOR REQUIREMENTS. FOR MAX. FRAME WIDTH (F.W.) SEE PRESSURE TABLE ON THIS SHEET 19, MAX • 4' MAX. 19" A2 } O.C. 4" MAX. O.C. I S ,I .I 4MAX. FRAME SCREWS WHERE SHOWN. SEE " FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET w 2 FOR REQUIREMENTS. z OPP0.5BEN SualuT B Al = Is• B _ W O O W N i ACTVE MAX. 18" O jD.C. a:3 tQ ( L. CLUSTER FIN ANCHORS AT THAT w 0 IX oIXT'• 4 STRIKE SCREWS INTO v=ioy SUBSTRATESEEFRAMEgTHISLOCATIONSUCHwANCHORREQUIREMENTS5 ¢ N o THEREAREATOTALOF5rnTABLE' ON SHEET 2 FOR POSITIONED AS SHOWN. SEE SCREW REQUIREMENTS- cwi FRAME ANCHOR REQUIREMENTS TABLE" ON 2 FOR REQUIREMENTS- 2 SHEET C _L 4' MAX. a o g EXTERIOR FI FVATION: EXTERIOR EfFVATION: PRESSURE TABLE SIJDING DOORSLIDING DOOR ALLOWABLE __._. y SCALE-.. 3/4 1'-•O, 2- PANEL SLIDING DOORS) - -Fpp1,1E SCREW MOUNT CONDITION) SCALf,- .3,/4-..'1'-4':....— -- - ' -- NAIL FIN MOUNT CONDITION) MAX. FRAME MAX. FRAME ALLOWABLE GENERAL NOTES: FOR UESM PRESSURES NOT TO EACEm 71105E HEIGHT PRESSURE WIDTH1, THESE DOOR SYSIW HAW WEN TESTED. ANALYZED APPROVED SHOM N THE "ALLOWABLE D6tGN,PRFSAIRE 7ABLE(5). BUCKINGkBUCKINGFASTENERSMUSTBE PROPERLY DFBIGNED a.ITV5PILED To Tw,N5FtT1 YWrID U3AD5 TD 82' 72" PO PSI,TIVE NEGATIVE Tvvr'cNT11,T NOTE:- 72" 30 PSI, 30 PSF WEEP HOLES SHALL BE PLACED IN THRESHOLDS AS QUALITY2OPENINGS, _ _ THT STRUCTURE. A L HAf ffMARE i FASTE 1Qt5 SWLL 8E N S}yyy B BEYOND WALL FGVM ORSTUCCO. SPECIFICALLY 82' 95 1 /2" 25 PSF 25 PSF REQUIRED BY APPUCABLE y 00 w NEArrRx+moN THE ORAx1HGs- svE171•Tm'ANLHOR FNbE BFE'N. D W ACCORdNCE IATM AND UEII THE REWIRELIEN75 OF THE FLIXiDA 95 1/2' 95 1/2'. 25. PSI, 25 PSF THESEDOORSYSTI715' B. ALONG CWE (EEC) fOR NON-PAGL1 vELOCTTY HURRICANE ZONES'(HLHZ). THESEOOOfiiARENON-NPACT FATID h.L1U5T BE SHlfI1LTiED WTTF1 A FLORIW CODE PPPRDVm SHl1TTER Wf1EFE INSTAUAT}N EVALUATION IS BASED ON APPLICABLE E OFTTSRTHE FEOR@AµEIADING 5. Td:OWRm B1'.CODE B{ ySi iNGCOrO510N wC LSED BY PR6SU TRF TWC CHE].IIGLS w 1NE I WOING SIWL 8E CAPAeIE OF RFFERENLING THESE DOLWENTS N ACCORDING% TEST CODRNA710H & RESUL EYALUAEON WAS THAT IN _URGE AT THE TIME LODEVEFtgOHCONSIDEREDWITH1NEAli R6ERENCU THEEYALUATOKINT1EEVENTOFCODVERSIONETEDONTHEREFDR REFERENCED 7.. 0.`TERAONE THE POSRNE & TJEGATWE..DESIGN .LOADS TO USE N1RTT W(M THE COJERMNC CODE AND GOVERNING WIND VEL.007TT. FOR WIND LOAD CILCVUTIONS - W AOCORDNTCE WITI1 THE gF{QT 115FD W'CONUU7TC•TKTH Y/fI}I LOAD OF 6 CDNPL - SON THEEVENTTHATNEWORAOOTIIONALTESTINGCCODEWDHTHESLATE. 77LE HMUFICIURER RECORDMTTHEPRODUCT, PRAR. TO STAE;S'&LAToNPIW'CE" RDRRN BUIDUlG.000E A DRECDONNRY (ACTOR OF Kd - 0.85. NAY 8E APP(JED OWBWMHNSSPECIFIEDN, SECTION 2.0 OF 1NE /5CE .7 STANDAfiO:' .. USED'W THE CERTIHCAl10N OF M5 PRODUCE. MN D LdD DURATION 9ULL TIONS WIM THE NSTAIUARE CURRENT MElI LURRF1r TESTTHG• SPECIFIED HERERD ARE CURREM STRESS HAS BFiN F NO Cd - 1E W' WASUSED FA.'TOR Cd - T.6 WASUSED'FOR NVOD4FETF ANALYSIS ONLY. - WCLUCINGBUTAIMUNOEDToSTEELSCREWS. THAT CONE INTO CONTACT 1T_IH OTHER p54NE1dG VATERWS CODE AND APPLGBU£ STANDARDS' CODEANDTNGTAI IAT10N NOTE: - 9. W.TERVLS, vuu IT 10. TO TIE BEST OF OUR KNOWLEDGE THE DOORS. SHOWN HUCH ARE OUALTTY.A55URED BY A FLORIDAfLOSTATE APPROVED THE REOUREMEWSOFFLORIDAITUILONG-CODE CHAPDR 20. _72 FLORIDA HEN' NECESSARY. FIN do FRAME SCREW INSTALLATION BE MIXED1riTliANYONEDOORSUCHCfRTIF1CAilONIa `-T'TDiY Y 44U1- BE LABELED IN ACCORDANCE WTDI THE Alldl. COMBNATpN, INSTALLATION ALLY ; acoNPARATIVE cadnssroN sPEaEluTarlS.. THESE ORANWGSYSIS. Doom ASSEWBLY SHALL BE IN THROUGH TESDNGLAGATIONSMETHODSMAY TrIAT INONIDUALSIDESOF THE DOOR' MAY' USE' ONE OR WILYSIS CONDITIONS AS DETII2LBNED S. ol/A1WI ASSURANCE SPEq 6'.TESTWG.RFPORIS. ICCORDAME WITX- THESE DRAWL_ _ THE MW1l1FALTUR6T• :BllI11ANG PEI7ETO T 6w Ofn+Es 0 !yl CBE LO EO `PoI A OTHER TIiAV A LICENSED Cg1TRACTOR fy OTHERTHANANCHOR"METHOD--( EXAMPLE-SIL1MAY"USE'---- THE-MESCR- - _ FRAMESCREWS, METHODWHILE.OTHER SIDES USE -FIN) LED 11-CEm8TfJ. INSANYONETHEAPPLICABLE LOCAL'BU4.MG DEPARTNENr OR'IF-THEY RITE INSTALLED !f+' ANYONE WERIEWED WTH DOOR INSTALLATIONS. Zc T'iT csa' oN I lzUp W 00nNnejnn z3 ngd: 1. Y Q A T(R, an Ati( 'vR/S7tN EVE UATION NOTE: ALL ALTERNATE ANCHOEIR SPECIFIEDSUBSTRATESHAVEBEEDINACCORDANCE WITH THEIR APPLICABLRD(S) ANC ARE FOUNDTO13EEQUNALENTTONGERTHANTHE ANCHORS) USED IN ITH THIS PRODUCT. FTiA1dE ANCHOR REOUIREMEMS TABLE OPENING TYPE FRA11F-IN/Jl FlN/51f8KE TO MINIMUM f SUUSTRAT OPINMG FASTENER TYPE 3) FRAME SCREWS WOOD ;FRAME GR 6UGK,-.__N0.-10-SMS OR -WOOD -SCREW 2) NAILING FIN FASTENLK:: MIN.2X4 WOOD FRAME OR DUCK -N0. 8 X 7 "-If SFIS 1-3/3' 1/2' TESTED— (MIN. OR. 3 & G=0-55) 1/2- NO- 8 GR. S'SELF TAP/DRILL SCREW FJL1 111N. /8" THK AJ6-STEE1- 1/2' 1 MIN. 1/ TMK 6063-TS ALUM. NO. 8 GR. 5 SEIf TAP/DRILL SCREW FULL STRIKE SCREWS MIN. 2J(4. W000 FH` E OR BUCK .+ NO. 8 SMS OR WOOD SCREW 1 1/4 1/2' TESTED-- MIN. GR 3 & G=0.55) FULL 1/2' NO. MIN_ N. GA 33 HKSI 6 STEEL 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' LTHKA36STEEL 1/2' MIN..1/8' MIN. 1/8' THK 6063-T5 ALUL.: NO. 8 GR 5 SELF TAP RILL SCRtIr. 1 4' 2, 1) 3/16- CONCRETE SCREWC-90 CMU/2500 PS7 CONCRETE1). CONCRETE SCREWS SML BE ELCO OR TIW RAMSET/RED HEAD TAPCONS. HILIITAPPER (HARDENEDKWIK-CON 8 OR POWERS lVE T V.Am CSCRRLy/ T{FjD: 3)FRAME SHEAR SCREWS 4U5T BE PAN HEW SCREWS FOR MAX..FRAME WIDTH (F.W.) a FOR f0- FRAME WIDTH (F.W.) SEE PRESSURE TABLE ON THIS SHEET SEE PRESSURE TABLE ON THIS SHEET 18" 6 MAX. MAX 2I Dt 6' O.C. 4 4..: 4' MAX,.. n 4 FRAME SCREWS WHERE FlN ANCHOR WITHIN 2" SHOWN. SEE 'FRAME OF CORNERS & S' MAX. ANCHOR REOUIRENENTS 0-C. SEE 'FRAME TABLE' ON THIS SHEET ANCHOR REQUIREMENTS U FOR REQUIREMENTS - TABLE' ON THIS SHEET w FOR REQUIREMENTS. ^_ w x N ....:.9HUN .o N OPP091E N SIMILAR— o r f2 FIXED 4 z' M r FIXED 4 wZo 4 aao I. 4 x w o wo w az¢f coi ¢ z ¢7 irn 18' MAX v i a mn O.C.. 0 x W S any m Ow N Y wN w SatLAR t 2. O_ V g T . OF P05fE / / 1 4t // 4 _a. L5 SXF4' MAX- wd N wo Js3 Z p(TERIOR ELEVATION: SIN(" F FIXED AN o SINGLE E_1 PANEL S&E 3/4 N SCALE: 3/4' = 1 -0 :.! FRAME SCREW MOUNT CONOfrION) NAIL FlN MOUNT CONDITION) .,_ • •.K i•T. ALLOWABLE PRESSURE TABLE = _f FIXED PANEL DOORS) _ MAX I MAX. 4 I r .•14 _ FRAME FRAME ALLOWABLE - - HEIGHT - WIDTH PRESSURE FW.) POSITIVE- NEGATIVE 82' 36 30 PSF 30PSF 95 t/2' is PSF 25 PSF , 194R E S-Ea H0. 2 4