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HomeMy WebLinkAbout2013 Palmetto Ave 04-580 Windows4.:SAM I- KUM A 41 w, CITY OF SANFORD )PL1(tMT 1 APPUGATCON 5W 1 S- a 3. Perattt If Job Addtrcas Description of Work: 'e-mc) e, Historic District: zoair>tg _'Value of work: s Permit Type: Building Elcchicw Mechanical Pltmtbmg _,.,, Fm Sprinkler/Alarm _.._ Pool EleeMcA* New SeMoe -- # of AMPS Addition/Alteration Change of Scrwicc Temporary Pole Mechanical: Residential Non.Residential Replatxment New (Duct l ftyotxt &Energy Cale Requited) Plumbing/ New Commercial. # of Fixtntes # of Watef & Sewer Lines # of Cos Lines PlumbinWNew Residential: # of Water Closets ____.. Plumlwtg Repair — R sidentiai or C.ornmemial 1/ Commercial'_ Industrial Total uam Footage: Occupancy Type: Residential Stl Construction Type: # of.$todcS: # Of Dwelling units; Flood Zone: (F"EMA form required for other than X) Psrc¢I#No ' U tJ (J Owners Name & Address: ' iec y- Tt.- Contractor Name & Address: F"tL wl Attach proof of Ownership & Legal Description) Phone: Application is hereby made to obtain a permit to do the wort -and ' 1 1Wtiw mo workor installation has commenced Prior to the issuance of a permit and that all wort[ will be performed tomeet standards of all laws rep stictioa in this jurisdiction. I undmtand that a separate permit must be secured for ELECTRICAL WORK, PLUMBfNG. SIGNS, WELLS, POOLS, FURNACES, ROILFRS, HEATERS, TANKS, add AIR COND(T(ONERS, etc. OWNER'S AFFIDAVIT: I certify that al I of the fotegoing.infomtation is accurate and that all work will be done in compliance with all applicablo lowu revula6v[ construction and coning. WARNING TO OWNER: YOUR FAILURE TO'RECORD A NOTICE OF COMMENCEMENT MAY RESULT• IN YOOR 1,AYINC; TWICE FOR (MPROVEM814Z"S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDFR OR AN ATTORNEY BEFORF RECORDING YOUR NOTICE OF COMMENCEMENT: NOTICE: 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 managt[t em districts, state agencies, or federdl agencies. Acceptance of permit is vtrif[cation that I will notify the owner of the property of the re men .ndA Len Law. FS / / / O b [V Siggnature of Owner/Agent Date 7M tasttoJAgent Date Q N r U pICEe. Q Q.) oUv o Prier 17wner/Agent's Name Print ;en ' Name z y , o cn ca Q. Signature of Norary-State of Flanda Date Signature of Notary -State of Florida U U aj Q Owner/Agent is _ Personally Known to Me or Contractor/Agent is —Personally Known to Me or , '• °' Produced ID _ Produced ID N * Sto e APPLICATION APPROVED BY: 111J'Pl 2 1 6 'Zoning:. _ Utilities; T , FD: Initial & Nte) (tnirial & Date) ((nitial & Date) (initial & Date) Special Conditions: LOWE'S Companies Inc. 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney W11,Z To: Building Department From: Rebeca Alicia Banuelos-Bernard I hereby name and appoint Nan Holmes, Mindy Holmes & Jackie Caines, a permit service for Lowe's Home Centers, Inc. to be my lawful attorney in fact to act for me and apply to jfor a permit for work to be performed at a location describ a And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Rebeca Alicia B nuelos-Bernard Regional Installed Sales Manager Primary State Qualifier CRC 057468 V Sworn to and subscribed be e this__?Lday of / V t. ,2003. No.public :o w:'P e,, Rebecca Velez My commission expires .- MY COMMISSION # DD176963 EXPIRES o' January 1Z 2007 eofNo;•' BONDED THRU TROY FAIN INSURANCE, INC Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL+ 1 Back C- r a SeminoleCoainty 40 t Oc rtv na+c a 4 m 1101 9. First St, Sanford El, 12771 E 21 ST ST 4t)R i75IlCa 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 36-19-30-543-OK00-0130 Tax District: S1-SANFORD Number of Buildings: 1 WEIGERT GEORGE & 00- Depreciated Bldg Value: $42,174 ExemOwner: DEBORAH ptions: HOMESTEAD Depreciated EXFT Value: $1,470 Address: 2013 S PALMETTO AVE Land Value (Market): $8,892 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 2013 PALMETTO AVE SANFORD 32771 Just/Market Value: $52,536 Subdivision Name: GARNERS 2ND ADD TO MARKHAM HEIGHTS Assessed Value (SOH): $43,060 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $18,060 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $356 WARRANTY DEED 05/1983 01467 0219 $21,500 Improved 2003 Taxable Value: $17,051 QUITCLAIM DEED 01/1983 01436 0952 $100 Improved DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Unit Land g p Units Price Value LEG LOT 13 BLK K N H GARNERS 2ND ADD TO MARKHAM HEIGHTS FRONT FOOT & 52 118 .000 190.00 $8,892 PB 1 PG 80 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1984 3 864 864 SIDING AVG $42,174 $45,593 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1992 288 $1,470 $2,448 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=3619305430K0001... 12/1 /03 TELEPH 11 CASH- LCC REG d'. CARD, 46 WITNESS bWhE Tax.. 77 Total 7!`j. hale and at the price appearing on this erial incident to installation necessitated ztra-cost`to' cusfomer NDITIONS CONTAINED.ON TH'E lea cfls7rwcaawe.eu 7.v ,•. v •i v i4•t r. F'*tgf"*'.Lq gv a r.0 ... r MID—FLORIDA DUILDERS TEL:407-695-2558 Nov 14,U, iZ-.L4 NU.Ui- b F, R, 3q1y 40 COPY. i yidE I 4, 11 8 i d p•4 i N y 4 bµ1 ,': I 411;1 9i It, s i r J'Jll/J i d f A NNW V4'9?A 101 {1:5.2-97 VEST SPORT S' Rendered to Mi H®NII PROI}UC S, INC. SE 9ESIMODEL: 3240l4240 TYPE: PVC SingleHungWindow Title of Test ResuEts. I Ratin H l 4t 48 x 7$ Overall Desr ' , Pressure 44 f k Force 26 Jb max: i Ait'Iofltra ion 0.12 cfi/ k E W- ater Resistance 6.04 , .f 6 Structural Test Pressure 70 De" azig Passed Forced :En Resi"stanee Grade;l U i No. U1-4003fl..Q5 for complete test sped" en. dcPtron mod' Reference should be made to Report lt0M p f For ARCIdI'FEC'TURAL TES'I`IlTG, INC: e :T , ' r •'__, 5, ,. Ivlark A Hess, Technician i i 0140030.05 A Y Page 4 of 5 E Test RestdtS: (Conriued} Title of Test - Test Method ResaJts Allowed f 2.2:1.5.2 Deglazing Test per ASTM E 987 ` In operating direction at 70 lbs 0.06"112.5%; 0:50"/100°l0 , TQp rail O.U6"112:5%: O.SO''/100% Bottom rail In remauung ilirectcon at 50:lbs p Ri t sale 04 03"16.25% 5 0. 50'"J100°fo O. SU"I10O°lo e a 4 comers, only, WeldedCornerTesttestedandpAll comers; of entire weld i Forced Entry Resistance ASTM F 588-97 b Ty,: A I Grade: 10 INo LockManipw1monTest- No; entry entry, Test At' AS No -entry No entry t c Test No entry No Lock Manipulation Test No entry_ No entry a Qotional Performance i tTnifoim Load Deflection per ASTM E 330=97 giidcators looted on the meefi»g rail) I Loads. held for 33-seconds) @ 47 0 in } f-(positi*0.67" 0:27" max 0." @47.0.psf (negative} 52 027" max. I P ExceedsL1.175 but. asses all other test requirements Q Uniform Load Structural per ASTM E 330-97 4.4.2 ` 411- Indicatorslocatedon themeeting rail) Loads heldfof 10 seconds) s@ 70.3 gsf @ 70.5 p f(negatve) Rnff I*a A Rfs f . . is { r` ` tQ' .a:.:. t S f s• f 01-40030.05 i I Page 2 of 5 Test Specunen Description: (Continued), " Veatherstrippittg: uatlt0n nontj Row Interior meeting and stiles 0.250" high by 0.187 wide:backed polypile I with center fin b 0.18?" Row0310" high y Stiles wide backed polypile , wrth:ceater"€ 0.270"`bY 0 lg'J" 1 Row: Interior verticak: slega i wide. backed polygie wttli'eentei-fin 5/16" custom sing le -leaf 1 Row Bottom rail bulb -vinyl 3/16" custom bulb -vinyl Row Mpg rail constructed of extruded vinyl with miterediFrameConstruMoAllframememberswereth'1 corners. End caps utr wash n secttr6d oetlie and secured with hZ1 two 1 ll4" and welded cap:.M g two 1-1/4 screws" per. g ram , screws; members were constructed of extruded 1 with mitered and. Sash.Cousti-uctioa:.; All sash Ildedcomers. weormed01. The screen frame was canstruc n. roll al b urninum a Screen Construction: with flThefiberglassmeshwassmemberswithkeyed' corners. Hardware:.. t Location D 2 T, from stiles.on tenor meeting rail . Metal sweep lockwrth keeper . Sprang loam. coil balance 2 One.pet Jamb 2 Each end top rail Metal tilt latch 2 Each end bottom rail ciMetaltiltlatchpin 3 loaded 2 6-3/4" from rails on stile i`,e `, i II .. ` i retainer p lIl 0 / 1 7 P i . n-. t i A. AMA c,V tr'1: grit+* OeZ. `r Rt! 'oNt tte 3t t O1h00305 . Test Specimen Descripdon: (Continued) r Drainage: uanti Location 4 1" from stiles under g w6deby 1/2" 1©ng Two from s es, liAttom rail 1/16" wide by 1/2".16ng 8 steel remforcem enC was .uihzed in the iut or and exterior . stiles. Reinforcement: A.customizedsteel reinforcenent.v%as utilized in all activeH"I,. i meeting rail , .An was installed rota the #2 Spruce-Pine:F wood buck with Installation: The test Spec innen 1" roofing nails through the nail fin every 9" on center. Polyure a was used as galvanizedasealantunder the nail fin and around the exterior perimeter. Test Results: c The results: are tabulated as Endows i p; Title ofTest - Testetiiod: Results Allowed 26 ibs 30 lbsmax: 2.2. t.6,1 Force Air Infiltration perkTM E 283 (See Note #I) 0.12 cfm/fl 0 3 cfrn/ft max @ 1.57 psf (25 mp) ormanceThetestedspecimenmeets (or exceeds) the perf evels specified in Note a: WIA 101/LS Z-97for air infiltration. w water Resistance Pei AST E 547 96 p witi3;6d without screen)o leafage.' DTP 6 OO;psf - No leatcage I Uniform %ova Deflectionper ASTM E 330-972.1.4 Indicators located'on the meet n,9 is i} Loads held for 52 seconds) *" 0.38 0.27" max @ 40.0 psf (positive) *0:3.1" @ 40:0 psf (negative) 0.27" max Exceeds L/175 but passes :all other test requirements. 21 4.2; orml.oad Scturat per ASTM E 330-97 located on the meetmg rail) " ca#orslam: i ands " helortenseconds) 016 019°-m . osAintrli,l @ 60 0 psf (positive) " 60.0psf(negative} 017 U.19 ,y ,S;41, lfir, a •;C t. as tgtt 4 `V Itit1 °; Fagg: 2 of 3 M L Harme CTLA-144W Cleat teu P chard ° marrae with vvinyyl wrap 5132" gas1w seahmt:was used to seat tl ffia1II #ran'tD wooden buck I s0ico e type eal t arcs used at each fi=WI{ AA , Two (2) weep ocafed;an iranmer sit 750° fraan'es]= Weep I 3w i 1.42I" x ?.30"lore .. Paped ieft bc. , Rm'arceaseutsz Ofle (1} C-Bar nsS p {I> at Secr2 ed wrth.seven {7) 49 x 300 P:H., head L with #8 lt l • 125" x i•500" X 2.250" "located 7S",P.H.,pan'h M S.:faste ers,. fioim l l p = VAAd& S1VLS. weeusedm Head: Fourteen (14%#8 a In! P.N., Po' i ! jhgtallatiOn: kf}lamb 3 75 ; 2),paraflel rows of seven (7): 139 75" S aflat) S:M.S oa sal. S 7i: SevenE f» 5 75", tbi 24", 48",'0*, 95~ iib" s d i37.75". 8 X 125P-H-, SMS ieusedi-twa'(2) .. vs offom IAnnbs: 4). hi fi» head 357, 38", 42" 5urfsice lam: Miu 2 mg f was used to seal against air leakage omment± Nmninal pobmd?rylmC The f was used is a;n t did n of influe a the test resalts Pe far'maace Test lRe 114 Allo f TestA1ethed rah No. Tie o: ed `•- AS1 EZ83-91 24 cfimffia 34 Z IL Tlns. test exceeds P levels Spam a in AViaVDA 10 S-97. Resnits' r+e@e m two (2) decamsls at,the cliaais L ASTM E547-93 Na'EuttF Nay Eotw 2. 13A3 Water Resistance muwbe lcs 4) ( " 5.0gph/R Fau . a No ASTME331-93 No Entry WTp=: 525 psf thmt wlandwi rased scxeen. ASZ' 1V E547-93 ,' Nv Enlry No Z. L3J4.3 F (4) five (5) mimecycim S.Ogpb/8 ASTM E 331-93 Nb F, drY NO VTI'=` 6 psf ' One ti) fib (1 minute cycle u tested w& and wig °` Alo Architectural Testing AAA,A,NWWi@A 101/LS.-97 TE3T RY+,P(3RT Rerideredao 11 HOME EIiODUCTS;. INC P.O.Box 370 650 West Market Street Gratz, Pennsylvania 17030-0370 Rep No:01-41443.01 T st Date: 04/03/02 Report Date: 04/24/02 ; Bxpir m Date: 11i4/03/06 Pro' _ ". Su Arcl. hitecttu-al T ' ` Inc. A " was contracted b MI ome; Prodnets,'Inc. ' to witness tests on: Senes/Model 540, PVC double hui wiadow at ;., f<#y located in les tested. met"theElizabethvlle, PennsylYan a. Tlie same s u:c ssfttllY 1 - . ce eats for a H-R35 46 x 65 x 80 rating. - Test Spetif cation: The test specimen was evaluated in accardauce with A 101JI S2-97, "Voluntary Specificdtaonsfor.4lumMum,'Yutyl (PVC) and Wood tndows and Gldss Doors. Test Spe' d6 n Deseriptioa Seri"odel: 3440J4540 PVC Double Hung Window Qverail`Sim ` 3' 9-3/4" wide by 5' 4-3/4" high Exterior Sash Size: T S-5/8" wide by 2' 7-1/16" high Interior Sask Site- .3 6-5/15" wide by 2':7-3/4" high ` Scteea.Size: 3' 6-3J$"wideby.5' harsh All FVC was white. i Glazing`Det$ffiThe lites uttlized 7/8" thick, sealed insulating glass co, t• lei'tk!! ! ti cd sheets of 3132" thick, clear annealed glass and a metal reinforced butyl acessys'fe lites were interior glazed against double -sided adhesive foam tape and ecttrea snap - in glazing bea&.: f T i sf + 'r 930 Derry Gout York, PA 174QZ>9405 s;i p'S y f•' r`; one.,, 717 764-.17 fax. 7t7 76d.4129 j)r'? jt yrwwwarchtescom 4t 4 f/ : AIL girt,. 6 s'.7n 4 O1-41443.01 Pap 2 of 5 Test Speciffien i)escription., (Continued) s WeatherstripP Desc Location on l ROW Sill interior VBTh intermediate 0250" high by 0.187" head leg and interi r meeting rail backed polypile with center fin 0.20" high by O.18T' 2 Rows All stiles ile withbacked,polyp' center fin 5/.16" foam-filled inyl: 1 Row Exterior meeting and bottom rail s bu% gasket frame was constructed af, exMided Yin with mitered and Frame;: Construed an: welded cornets. Sash Coastnpctlon: ;The sash was :constcuew of extruded vinyl with nd wEldedtenda0. corners. Screen Co»strnction The: screen was .constructed from roll -formed with `ke corners fiberglass mesh was secured with a flexible spline:; The a Hardware: 0 tian _ anti Location': i Metal sweep lock with 2 l i" .from stiles ' interior meeting keeper . jig Constant force balance 4,1 Two per}amb assembly 4 Each end of int or meeting rail and Elastic tilt latch top rail Mew tiltlatch Pin 4 Each end of ext or meeting rail and fbottomrailsv,s r. ,rT load, 6-3/4" from rails n s • ' r, i • r C 1P lcl fG ... I ES'fG S,..flC_I'RTiFD ..BORATORE Arct,tecEural Division ® 7252 Narcoossee Rd. " Orlando, Ft. 328?Z Fax (4 V) 384-TT51 Web; Site": www.ctl`arch.com fi nlatl c&- reh.com 744 Nw ber #' 21 iI 1 EReportDam a . S'tiTCc Cheat~ M I HOME PRODUCTS J 650 WEST MARKET STREET EI P.O. BOX 370 GRATZ, PA 1'7030-0370 r,a a a,a est Pressure. , 69esrr aet ' AAAnvm A ia1tS s7, " - v wooa Wnawss17, frame meas d 143.75"18025" Framde:' The exbrnc ahm IStw+b(2)#8 x.750", PIi pan Coped md.butted com: (Two OX liftasf E Two (2} $nd a®e (1) active panelPam48 fi5 x 7$.5as%cxatar 1) 1paaelle$ 47:5" x 78 5" Clew hte opeumg far each `4 Ce ca1 s cep measuring but#ed Comex- consb • seared w#h, onePan' hem S . S. fastener each 1LoW_ thersh'ipplpg: Three (3) strips woolp le with i1 . Each Frame head/ ana i plastic fm.170" ingh rightlsmbs Two c2) woolprle .3OQ" high Active F a0 Two 2 woolple with n°txxi ic.p2 .. st0e 1. fm 170" One I) _ - Hardvrare Locstien: 1) Single 904. oller A paw bottem assembly im steel housin8 rail each ! One (1) Flush mount mort e lock Active panel ledc I midspan i One.(1) Metallic keeper Astragal panel audspax E Nov"-09=98 05:12P FASTENER LOCATIUIVS TYP• I EST BUCK 26-318" ass at I o sty, dtt P'ob ode 26-3L8" i TYP- T2 IF r b-trzr 2a-t- z3-tn^ tn' . 2a-tit" r 2a-n- TYP 9 i 1 The test •Specimen>was" fia amounted' to the test buck using fr rty-eight 481(# 8 x I-U27) screws at - Iodations 'si own. Denotes double row (2) at each location. NOTE: Head fasteners identical to sill bath jamb fistening identical R METRO DAMCOUNTY REQUIRED NATI©NAL. CER77FIED,TESTING LABQRAi'E3R E.Si G R JOB NO.: ri-q Ir21i3-2065=1 & 2 COIYIPANYi BETTER BILT TEST DATE: 07-I5-98 j o i g AAMA/Fi+VW]DA 1©1/L5:2-9? i TEST REP4DRT Summ y Itendered`to:' s MI O1V ROiDgIL"Y'S, YNC. RiSlA dOH, 0 YP: PY.0 iDo tle ., indoor , Tie of Test ItesuElts, .' H-R35.' :,665 Overall.Desi Pressure 35 3 sf -47.2` sf el3tiIl Force 25' lb iiiSX., Waxer Resisfiance' b.40 Siructurai-'Pest Pr sere: 53 0 sf 70'4 f p De ri Passed Forced En, • Resist ce Grade 10- a f, Reference should be made to. Report No. 01-41443.01 dated 04124/02 for complete test aei rr h, # t •r r' r deSt1gt20Il aI1d.E a1 t r t. • s a e c 6 FgrAR+t; TE'TURAi•TESTING,'INC. M. Iazk A.'Hess, fiec]miclanoil,( y yr`dr^.: fir IfA L t r1tfJ11) KAH Dlb 2 ¢ JIfR It. ,Z e Z