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Home My WebLink About2008 Sanford Ave - BR18-004700 - WINDOWSCITY OF SkNFORD PERMIT APPLICATION BUILDING DIVISION Application No: t r J c> Documented Construction Value: $, C Job Address: C C 4-V fC.) i Parcel ID: Historic District: Yes No[J Residential 0 Commercial Type of Work: New Addition Alteration 0 Repair Demo Change ofAJse Move Description of Work: a Plan Review Contact Person: K Ay" jL Title: 1 k -s Phone: Fax: Email: Property Owner Information NamePhone: ? : E _7 % Street: €, f.f (r t:- - Resident of property? City, State Zip:C Contractor Information 7 NamePhone: Street: k Ll" L- - Fax: City, State Zip: h. 0- _ 'Vv4'-V 2 '7 `{ State License No.: CC1C- .s (1 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Fax: E- mail: Mortgage Lender: Address: Address: 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 f 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, V ` etc FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code j ILILE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. I'he City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation'Fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Si ature of Contractor/Agent Date y E Print Contractor/Agent's Name A 4 Signature of a ' - k DEBBIE BLANTON t h.1Y GOMMiSSION # FF 17,, a646 r.z. EXPIRES: February 25, 2019 60(ided Thru Notary "bhc underwriters Contractor/Agen is Frl SU1fffi+f**wW&to Me or Produced ID Type of ID L BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: : 1, l!a't SCPA Parcel View: 36-19-30-543-OK00-0140 Page 1 of 2 FOOTPRINT ..,.. .. :::.- Aairs Parcel information L Parcel 136 19-30-54.3-OK 0- Owner($) B M F REN'DVAT Oi Property Address 2008 SANFORD V Mailing 106 CLEAR LAKE C Subdivision Name x" L Tax Distinct Si-SANFORD DOR Use Code 01-SINGLEFAMI Y Exemptions 2019 Work- 901 R t^.e+rtifiad 38 BASE Legal Description 44 864 sf LOT 14 SLK K N H GARNERS 2NDApp TO MARKHAM HEIGHTS j PBIPG80 t 3_. Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund ..... 45,024 , O. a... 45.029 Schools 45,029 0 45,029 '.. City Sanford 45,029 0 45,029 SJWM(Saint Johns Water Management) 45,029 0 45,029'I County Bonds 45.029 0 45.029 Sales Description Dale Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2018 100 No Improved WARRANTY DEED 8/1/2016 17,000 No Improved QUIT CLAIM DEED 5/1/2016 100 No Improved QUIT CLAIM DEED 6/ V2010 100 No Improved QUIT CLAIM DEED 2fil2009 18,500 No improved WARRANTY DEED 1/111996 100 No Improved find Comparable Saiss Land Method Frontage Depth Units Units Price Land Value FRONT FOOT &DEPTH 5200.13000 0.:. 300.00 14,820 Building Information Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Ad) Value Repl Value Appendages 1 SINGLE 1925/1940 3 864 1,122 1,092 . SIDING 30,209 75,523 Qescnption AreaFAMILYGRADE3 ENCLOSED I PORCH 228.00 FINISHED OPEN PORCH 30.00FINISHED Permits Permit # Description Agency Amount CO Dale Permit Dale 02566 REROOF SANFORD $100 6/6/2018 http://parceldetail.scpafl.org/ParceiDetaillnfo.aspx?PID=361930543OK000140 1s EPF 228 sf 12/6/2018 c-A 1pe cC, k, t 1C ol 1,K-1 s 3 2 -717 3 6,loofl SCPA Parcel View: 36-19-30-543-OK00-0140 Page 2 of 2 01522 REMODEL ACCORDING TO PLAN (GENERAL REPAIRS) SANFORD $2.400 311/1997 Permit — County Property APPrai—pMce Far —1. ., q.-h.— coimarnmU a'—ft, W Extra Features Description Year Built Units Value New Cost http://parceldetail.scpafl.org/ParccIDetaillnfo.aspx'?PID=361930543OK000140 12/6/2018 7/5/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts b'pr Product Approval USER: Public User4Application Detail Publications Contact Us BCIS Site Map Links Search FL # FL17676-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived RMEWED MR CODE CE Product Manufacturer MI Windows and Doors Address/ Phone/Email 650 West Market Street R MINER Gratz, PA 17030 _. __ l 717) 365-3300 Ext 2560 DATE bsitlinger@miwd. com Authorized Signature Brent Sitlinger bsitlinger@miwd. com C:` it FI i sIa , tat I s" € Technical Representative ).,vita l€,a jd1,) `t,a__ Address/ Phone/Email` „ Quality Assurance Representative I U`"= u 4 ,'t' Address/ Phone/Email " ' i") a F itta# t' ILr% 1. (t i1 l,l. Slai... *.... i ON ., i"" i1t ,i". N PILn.`y 4 vt?.. Category Windows , ,Pazk+R 'i{, s{C}itf t3;; V i0LttiC0 NS Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received 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 Standard AAMA/ WDMA/CSA 101/I.S.2/A440 Method 1 Option A 08/ 23/2017 08/ 30/2017 09/ 09/2017 Year 2008 4 7 0 Ile fi Z j; http:// www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGlo0f5hOztlg2H%2foVzRwgOyMps°/a2fjV2g%3d%3d 1/5 7/5/2018 Florida Building Code Online Summary of Products FL # Model, Number or Name Description N 17676.1 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.2 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04. 17676.3 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04, 17676.4 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. 17676.5 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.6 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. 17676.7 3540 SH 36x74 Fin Frame Certification Agency Certificate CAC A C 155i Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x84 Fin Frame Certification Agency Certificate F[ 17 Z CPC: 154C Firs -3C?204-f1Jf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions Fl l_'„> 6 P,6 11 I >i aII 3G ;H1 >.2 8 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 40x66 Fin Frame Certification Agency Certificate l_.pr:!_f_ Quality Assurance Contract Expiration Date 08/26/2019 Installation Instructions ail 'j,, H n jQ' Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x63 Fin Frame Certification Agency Certificate I L I /t 1t, R6 C CAC AP C_ 540, Fw 14x )d! Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions 3,:, 5 i t 'aI 401 a Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x72 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 08/01/2022 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions 7 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 52x84 Fin Frame Limits of Use Certification Agency Certificate http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGlo0f5hOztlg2H%2foVzRwgOyMps%2fjjV2g%3d%3d 2/5 7/5/2018 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. 17676.8 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35 17676.9 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40 17676,10 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: LC-PG35 17676.11 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30 17676.12 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 17676.13 3540 SH s Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions i e :/j ei K6_1, FLI- 7 b R1 x> Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x74 Finless Frame Certification Agency Certificate s'S R^5 C Ca?C 354 `L7 >tY Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions F1:1 fjO1 - 01 52E?_i.pdr Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports fL I 7()-1()_R6 rAE _ 1,5.351B_j_251.{7t11, Created by Independent Third Party: Yes 36x84 Finless Frame Certification Agency Certificate FEuLT(J _RG_C. C:AC 1pC 354Q i4;;--C tiAtLeff Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions f.a i' ' 372 i 9, {1. Verified By: Luis R, Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports I L _._'.t 6 -k—n - F 51—'a 93 35- 0 L5 3,6't {.cif Created by Independent Third Party: Yes 44x72 Finless Frame Certification Agency Certificate F€,;_/6 , R6_C., {_AC...Ar'C,`;'i4 Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions F i 1 7ta C, {fit _ 4_1 _9£? 012147i- ;,li .clf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports r i. 76 " Fes' AF 51 , lS- }ti t Created by Independent Third Party: Yes 48x96 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 1`L/31313ri f Created by Independent Third Party: Yes 52x62 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 08/27/2022 Installation Instructions Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports a Created by Independent Third Party: Yes 52x72 Finless Frame Limits of Use Certification Agency Certificate http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOztlg2H%2foVzRwgOyMps%2fjV2g%3d%3d 3/5 7/5/2018 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: R-PG30 17676.14 3540 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25 17676.15 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.16 3540 Triple SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.17 3540 Twin Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-40 Other: R-PG35 Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 52x84 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions i i -. ''.ts_ 6 R6 1` 08 0 i> i 9 52 1.1 l,clt Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F t, ,l_U ¢) R'>1E :I -wt i54{7 I4 X81 Created by Independent Third Party: Yes 48x72 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 07/20/2019 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 108x74 Fin Frame Triple CMS Certification Agency Certificate Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions R6 E [ js l Sri i 1 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 73x71 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 11/03/2020 Installation Instructions Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Con(gict Us :: 2,601 Blair Stone Road, Tallahassee FL 32399 Phon--1824 The State of Florida is an AA/EEO employer. C4Ryligbt 2007-2013 State gf Florida. :: Privacy Statement :: Accessibility Stat m t :: Refuno Staternen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455,275(l ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: t4 ecceck http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOztlg2H%2foVzRwgOyMps%2fjV2g%3d°/43d 4/5 7/5/2018 Florida Building Code Online Gredit Gard Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGlo0f5hOztlg2H%2foVzRwgOyMps%2fjV2g%3d%3d 5/5 ELEVAT70N 2" typ. 36" 12" o.c" max. 2" typ. T_T_ 12" o.c. Max. vn a-*3 k'CLEARANCE ALL FOUR SIDES) FLASH, BY OTHI rAnchorSeeSection Del 10: 1 Min Edge 7/16" L SHEATHING Min Edge 7/16" JAMB DETAIL C 'NAIL FIN' IS A GENERIC TERM WHICH MEANS MOUNTING FLANGE'. NOT TO BE CONFUSED WITH '112' FRONT FLANGE) HEAD DETAIL IZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED DRYWALL 8 X 1-5/8" SCREW (SHOWN WITH j" SHEATHING) MUST ACHIEVE 1-1/4" PENETRATION INTO STUD.s SILL DETAIL Notes: 1. Installation depicted based off of structural test report #C7327.01-109-47. 2. Wood screws shall satisfy the Notional Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S-P-F (G=0.42) or denser. Buck width shall be greater than the window frome width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1 /4" penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims sholi be load bearing, non - compressible type. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2" from comers and no more than 12" on center. Design pressures of smaller window sizes ore limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/ -50 UNITS UP TO 36' x 74" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) INSTALLATION INSTRUCTIONS FASTENER SCHEDULE — FIN — ffftum M.R. 12-14-09 o wa Windows & Doors 3540 Single Hung NONE 1 1 Gratz, PA om,a. 3540-3240 SH FIN — K SIGNED: 0911512015 DWS AND IR 5501 VVEST MARKFT STPEFT S - L 4f1l, E N - -4 ' - GRA TPA 17030--03761 Z, 5FRUS 3240/3540 HLANGt PVC SiNGII, HUNG 0 ED WINDOW NON STEL , RFINFOK -IMPACT 36-'A" NOIFI) Ufi' 07 -,l 0 o* Z0 RMt08-011 252 N7S05/231/ 11 1 OF 5 1011111 j--- ,r: --- ---. NUMBER OF ANCHOR LOCATIONS REQUIRED Frame Frame W. dYa(ia) Height 1800 1 24.00 30.00 3600 V in) Head Jamb Head iamb Head Jamb Head Jamb 24,00 2 1 2 1 2 2 2 2 2 2 3000 2 1 2 1 2 2 2 2 2 2 36,00 2 1 2 1 2 2 2 2 2 2 42,00 2 1 3 1 2 3 2 3 2 3 48.00 2 1 3 1 2 3 2 3 2 3 t 54.00 2 3 2 3 2 3 2 3 60.00 6600 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 71, 74 OO 2 3 2 3 2 4 2 4 2 3 2 3 2 4 2 4 SERIES 3240X3540 FLANGE PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.0 PSF 50.0 PSF NONE SIGNED., 0911512015 650 WcS7iMARK7i Srf RFFl*,\\,1R111L/oV//i GRATZ PA 17030 -037C ti X N9F iP iE RiES 3 iA0/3 AG r iAN k ?"Jt; SN... r NG t5 py' 9 • * = S ALL R INrORCEL WINDOW AdJN—I AC I4 E -VAIOty TAT 4crz j— T HCa c) 252 i i NT 05/ 23/11 2 C" s TONAL ti\\\\ EXTERIOR INTERIOR i VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0911512015 DMssoiw S wA.,fJTREE R IL/oG? C7TS vRA"'. PA. 1 7v30-037G r .yet EN 4FgiP'. RiES 24js aC t_ANGE PVC iIEL i2 LNFGf2ICE[ JdNQ01"+ ita AZ`i_ J6 xh7GA" 51 #= NS AAT:rN AIi.S T p P.•' OIpRiDP• 08 01252 X SJSjj IVAtA NE JS .,I23/1t "3 . G,* NOTES 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTME2112 JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0911512015 kii WIM JO'ws AW) 0 6 650 WEST mARKET SJR,-,--, R. Lo GRATZ, PA 17030-0370 rEN" - SFRSF', 3240/3540 I-LAINGF PVC SINGttl HUNG 0 5 ix S-'E-',7L RIIIFCRCED W)NDCW 36",74" NS- ALLATON DlFrAi!s SSTAYeOnF- 0 A. H 08 01252 Al- j L VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED: 0911512015 M,: WINDOWS AN11) DOOW ollililI)l/ 6 O WF'! MARKFT STRFFT 6 S IR - L o4f '" EN" l' ORATZ, PA 17030-037 tp 0ERli', 3240/3'-41) ',ANGEr. PVC SINGLE. H-'NG S-,;--EL RLINFORCED 'WINDOW 36"x74'* lq5 1X . 40lI - 0 FT INS A LA I 0,' A t o A rO'F Z- 0: 0RMt- BTJH08--01252 1111111\0NfsT, 77777 5 75 Page I of 1 Sketch by Apex Sketch http://parceldetail.scpafl.org/FootPrintlmage/361930543OK0001401_1.jpg 12/6/2018 CITY OF 1 * y, &kNFORD PERMIT APPLICATION BUILDING DIVISION Application No. 4 Documented Construction Value: $ C Job Address: J e- Historic District: Yes [I No Parcel ID: Residential EA Commercial Type of Work: New Addition Alteration `D Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: J6-<` C- f) Phone: 4 „ , { , r f Fax: Email: "C G- 1" G ,I e 1 OAC, , 1 Property Owner Information ff Name :LY -f , `v t Phone: r rt Street: I V (0 r'" Resident of property?: i4.; City, State Zip: L Contractor Information Name t~t x. ty c tt u C._I c c i ck Phone: Street: V Wl ti' C3i City, State Zip:_'' Fax: State License No.: C 6 C' f 5() ci 1 Architect/Engineer Information Name: & _V,- N 5 c> q- k V 0 c 1 _ Phone: l - - `7 - 7 Street: Fax: City, St, Zip: ( r L E-mail: Bonding Company: Address: Mortgage Lender: Address: 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 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has conunenced 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. FBC 105.3 Shall be inscribed with the date ofapplication and the code in effect as of that date: 6"' Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found 41 the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, ES 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based out the current ICC Valuation'Fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Print Owner/Agent's Name Date Si ature ofCon actor/Agent Date t l cq Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtu Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes []No WASTE WATER: BUILDING: I. KA R FMI D C0 P y KEPLA=) DAMAGED MATEKIAL A. 12'--0" ROOF PLAN co co U- 010 LL z co to C/) co ci 0 Tl 6 LL z z LJ Z 1 00 NI=I La CD V) ck: C> C) leCIJ 0 o x L) U) CL z W 0 LL o 0 LL 0 fj 0 0zw w Y- Q LL 1 co N ico 3 0 v 22 SHEET: 1 00 5TRUCTURAC. CONNECTORS AUSP i -3/5-m 1 G-Gauge Wood to U51" Mitek 1 114" x 1 2" V15TA ! 5 Wood G90 Galvanized Twist Strap Strap Tie 20 gauge USP Option #1 OFastenrstudtotrusstop chord fasten to s w/8-8d nails 1 fasten 3o slu J w! 8-8d nails Option # 2. D Fastenfromstudtodoubletop plate of w all: fasten to to plate w/8-8d 12 OF nailsfasten to stu J w/ 8-8d nailsU51' 5P i 20 gauge ( g• USP Structural MPA i I 9lIG x 4-3/6 x 3-I/2 4 112 Inch Framing Angles P- It USP Lumber A3 Framing Ar n L X 1-7/1GinW X 1-7/1 G in D, Steel, Trip FLORIDA BUILDING CODE - 2017, 6th EDITION WIND CODE ASCE 7-10 STRUCTURAL LOADING THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE AND/OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN BELOW UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING CRITERIA. GRAVITY LOADING UNIFORM ROOFS. SLOPED 4. 12_. ......... ___.. _...._.....20PSF REDUCTIONS PER FBC 1607 STRUCTURAL WOOD FRAMING AND SHEATHING ALL DIMENSION LUMBER 2" AND LESS IN NOMINAL THICKNESS SHALL BE SURFACE DRY AND STAMPED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE AND MANUFACTURED IN ACCORD WITH PS 20-70.. MEMBERS THICKER THAN 2" NOMINAL MAY BE SURFACED GREEN MINIMUM SPECIES AND GRADES SHALL BE AS FOLLOWS: SOUTHERN PINE KD N0. 2 FD =1500 PSI, Ft = 825 PSI, Fv = 90 PSI. Fcp = 565 PSI, e = 1.600,000 PSI. ELEVATION - 1 0 2 SCALE, FEET N M00 00 o; o O Z 00 n 4o c O LLl Z _ 00 I p a; 0 zvL" jz O dtoODo c o 14o cc CUYv1U t I Z Q W Z 0LL 0 O0 0 ry w Z 11I w LLJ o Q 1L r 2 Q v Li U LL ref w 0 yr„ A m O ry w Lit V SHEET: 2 2x4 digoonats to-- conector on each side of truss--- ate to ro.,)f to cv5t;n6j n6l 3e beam -k X to 2XII,3 'At'n31! 5, 2ffG;-,ew roof trU55C5- 2,x. G to rnatch exi5tjng Il M! 1-11v51; 0, tX15TING ood stur to GLUE -LAM opbo'.41 A StW Must t* be; Uaming reinforce wall with new 5tud , 3x studs ea j side of door2x4tomatchex,5tin P MKJ Height Biokmg toerail r r2- 6a nails ea ero 001 1A 2X4 r WOODEX15TINGSTUDS 4 PANEL A GA KAGE DOOR IIC 9'— 4 SECTION A ELEVATION 2 0 2 SCALE, FEET co co 00 U- 0 U- z F j CO cf) LU z 00 Z) 0 x 0 a: 1 L) X z QLLJ Z U) 0 01,, a: 1 copV) a: 5 CN4 0 u) l 9L b jf z 0 zW zW 0 i LL- W 0 Io 0 z OW Z W i z W 0 Q Q U- () LLJ zm 9 LOL tn 0 a: gol 3:'; oZ2 4, Pz fz o QQ)- o 6 OQ- o7 SHEET: 3 2x4 i2 diagonals on€y - atta:;h to each truss top chord w% 2-12d toenails , raii Sheathing to blocking Roof i 6 .nletL'E 1t na i5 'L {i" O t1 SUppz%nF0 'an4! £'U dS, g' 19 32 PLYJdJOD OR OS8 ROOF DECK: 1Cd nails n 12 9 all ant enor supports r X . R:pR APA RATED ORjFasten .Ny i a -a is L1iaph.r»gri is mnio k .1j C EX . ER.OR APA STft;..;CT E RATES OR jj iniri^su,n nail pe :et,atior 1 1:2" C r EXTERIOR-APASTRUCTItRATED. FASTEN VVJTH IM COMMON NAILS MINIMUM w/ PLYCLIPS. I I I 2 X 8 TKU55 5UPF'JRT----, —14 Sri r, is 2x4 diagonal 12 JSP 7SP" fasten -" >' ".... 14-Ed nails w. 4 12dx3 1!2' sa dixgonat, fasten to ..:._ v 20¢RT A2idoublev" p#atenails14-Zd nails?" 14-8d nails _ Fasen ,e r ss 1 double 2x4 horizontal bracing 5 p„3x. 7'2 aazs midspan, fasten w! 1 Od nail } Fasten ;o p chordtopvea. member \ I wt,5 .uc?x .J2 rails v plate y Gana _ oor NEW 2 x 5 SPAN ACP,055 GARAGE belo. Fasten top chord to stud w! I ' USP'LFTA6' Option #2. j Paster from stud to double top Plate of v II_ alien to op plate wf8-8d nails asten to sit d ,,r, 8-8d nails sr> i I u I I I i I I i I ii ELEVATION - 3 2 SCALE, FEET I tiN I M co 00 ! 4 lL 0 ( C) j0Inrot O U- 00ZWW of o; O W Z_Ia Q j 0 SU !o LL d ( Z E W Z0 Q o 0CL fn QCN m = i O O i Wc Q i I i I Z U) CL j Z W O Z U- 1 O 0 IQ0 0 w Z kW J UJ Q I m I I i i I lam •-.• N ql c O M "i 7I t04S4, aTq x 4g 0 N z2C04N LO V SHEET: 4 Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: 'r, t an agent of of Company) to be my lawful attorney-iii-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application, for work located at: Street Address) Expiration Date for This Limited Power of Attorney: s v- License Holder Name: v State License Number. Signature of License Holder, STATE OF FLORIDA,__, COUNTY OF The foregoing instrument was acknowledged before me this - 'dayday of _jk L. 200 6 , by I i-r>`-'-N, ; i- - i who isTqpersonally known to me or o who has produced as identification and who did (did not) take an oath. ti Signature SHAWNA MARIE WARD 92759 am iss ioq Iit FFFFFF Notary Seat) 44--(o M fr i 5 S; 0 r, r Print or type name Niay 1L2020r1ia Notary Public - State of Commission No. My Coininission Expires: Rev. 08,12) Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #20181y37179 Book:9260 Page:1088; (1 PAGES) RCD: 12/6/2018 1:15:58 PM REC FEE $10.00 THIS INSTR MENT PREPARED BY: Name: o rn _1t. '-ono S,, Address: X R 1.t3 #_.f~-e n&pnr`' c;,_I L zj"r NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPE TY: (L I des c lion the property and street dres if available) I ;L ^7 -7 GENERAL DESgRIPTIONO,IE IMPROVEMENT: t .!'YY2P ' fi• .8. u s S Gc>. 11 ('e.-,oc ' OWNER INFORMA Address: ) 0 (o C e r Fee Simple Title Holder Of other than owner) Name: Address: 0-0-ra Address: baba W f VWLW C)VeJ LAX.K-V— "%O-r4 r 1 <- 4-rtUrto Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates Of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury. I declare that 1 have read the foregoing and that the facts stated in it are true to the best of my know) dge and belief. 22," L- ,t......-- r^r°a, !cam rr,-- / I Owners Signature Owner's Printed Name Florida Statute 713.13(1 Kg): ' The ownerrmn;t sign the notice of coinmenoemaMand noone else may be permitted to sign in his or her stand." State of County of t / The foregoing instrument was acknowledged before me this . /10. day of _ . 201 G by ] i /elf( r I/ 1 yt/ vt -- Who Is personally known to me Name of person matdng statement OR who has produced Identification -type of identification produced: DEMEBLANTON R• KMY, COMMISSION 1 FF 178MEXPIRES: February 25, 2019 Notwy SlgnMtKeBonded Thnr Notary puM troderr*ers