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HomeMy WebLinkAboutProduct ApprovalProperty Card Michelle Franklin, CFA --- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 8928 Parcel ID: 3334-501-0063- Account W: 154896 Sec/` m- nlRange: Champions WAY 000-2 34I36S/39F klap ID: 33/34N Zoning: PUD Use Type: 0100 Jurisdiction: Saint Lucie County Ownership Legal Description Marie '.N4 PalIeiko LAKES AT PGA VILLAGE: (1113 43-32) BLK A LOT 49 (OR 8928 Champions WAY 3580-2327) Port St I.,ucie, Ft., 34986 Current Values Historical Values 3 -year Page 1 of 1 Just/Market: 5231.000 Assessed: $178.048 Year Just/Market Assessed Exemptions Taxable Exemptions: 550-500 'Taxable: $127,548 2017 $231.000 $178.048 $50.500 $127,548 2016 $209.300 $174.386 $50.500 $123.886 2015 $194,700 S 173, 1, 74 $50,000 $123,174 Date 11-14-2013 10-07-2009 04-23-2008 View: Year Built: 2005 Primary Fall: CB Stucco Bedrooms: 3 Full Baths: 2 Half Baths: 0 Sale History Book/Page Sale Code Deed Grantor 3580 i 2327 0001 WD Revella.11hilip 3137 / 0587 0001 SVD L.anoie.Mario 2965 ! 2150 XX00 SVD Bellmore Jr. Albert J Primary Building Information Finished Area cif this building: 2,086 SF Gross Area of this building: 2,856 SF Exterior Data Roof Cover: Clay "File Roof Structure: flip Frame: Grade. B-;- Stor)r Height: 1 Story -No. Units: 1 Interior Data A/C %: 1001'� Electric: MAXIMUM Ideated � �: 11, o Heat Type: Fredl-lotAir Sprinkled SIQ: N/A% Heat Fuel: ELEC Price $265,000 $220.000 $235.000 Building Type: HB+ Effective Year: 2005 Secondary i>,'alI: Primanr Int Wall, Avg I-Igt/Fioor: 0 Primary- Floors: Tile -Ceramic ................... Total Areas Finishedll.Jnder Air 2.086 (SF): Gross Area (SF'): 2,856 Land Size (acres): 0.17 Land Size (SF): 7,405 Total Building Count: 1 Special features and Yard Items Type Qty units Year Blt Drive-BrkPav 1 703 2005 This information is believed to be correct at this time but it is sul ject to change and is not warranted. (Q Cop) -right 2017 Saint Lucie County Property Appraiser. All rights reserved. http://wwN� ,,.paslc,org/RECard/ 10/23/2017 Date; Oriober i^, 2011 Impact Windows + Prepared By: Jason mens (Direct. )-7772-626-33:2) x. Storm Protection 1740 NW Federal Hwy, Stuart, FL 34.994 To: of �'viClrif' PI -1, 77`2-4-08'-I�`�00 )':�1.} : f 88i -8334)4(6i' L` 28 C-hampion Way Email: servico i)odarnneIIst«rmprotcct: oil, co m, Pori 3f' Lucie, `77'.'2-577-68-88 Prt)prasat: 11: \'ISI T7 Description Provide ani lnsiall Accordion Shutters ` "i')l , W Opening Descriplion Amount Size Type Color 'J fi i.j: Y•;..' `<'c C f f C, PL �r'tr t;P "7 (y i♦ • C.•. i ) }...•.i ; ::'�: Yr.'(��.,r/ r�,l.,:_•(�'d=Gr`, .:11f,�ifWr w(.r) ,�-ri%J!rlt �.CG✓frill syr=�+� ri": : )': G ?. 7 iy,rIi:•-ir1 t•-o`dsi"`1111 !i;,i t -P it } Locking r)'ys': "` `V;�63. 0.0 .. 3 75, x 84 -o4, -•t ic,rity Accordlinn Sh ut: er v t j Locking S tlrr! W J•r / $ Uj� u4y1 4 14, X?<-r""'tiwl:^i'3 �..-,• �r:dCr„rC:`i�r with�_�C1r,f Locking .fSi ? tv�rt 5 ;� _. " .. a,i7� 6 r., i 1 �C,;`j JvC{ orC:=�t? ii.Jif�:ri lI s J'! C�i;ii G l<7'? J �YS >t tr (Zr .;�7 6 3i� x 38 :- ig .>loc',- y Ac:.•ordiorl .S' hl ller vJiff) 5-; 5 -Point Locki'."'s:� Sysf nri 11r:,✓r)/ h1 1.J,�: 7 KP x, ;'� Fl;gh-� cdo'cit j Ac _ r!rdir ri ii,fv, 'r v,r xS-) t P yt Lo fr. r�}y: + ... ? „f .1- 5 t, ; .,)'s 'virr ,. (-, 1;. , �i .. S Gri J i78 28 x Jii } ") ,)Ji '...`- )'^i t.n ..1.' Jl,�+ti + 'fir r 'h _..fir.. .. `ng System; 1t.. r'l: r'a• iri,.,, H r , 10 2 6 5E- i--'-Velcity ;',t < ` er vVilh v `OIr-<' es;� .?:.iY51C: ?�-.0 1 ++r,} x 57 Tgh-Ve1 X- ',1y Avi C<rCJi^r? Sh fl r :f1ith ;5 -Point Loc,' in+: Zy c -n o / $3, 2 00 12 'ti13 FG xKg_Vto^ia} A co" . i. ur; ruti-�:kr'sg :`r:or}.i 0 7 ,n_V 14 j 16 17 lU 210 21 ! f 7 _ I 22 .7l)..�.1€oficl $7,277.0,0, i -e'• n'?t Fee T 8-0.0, t ted iliron l Uybor Cosis, 4 (�:.•r-.�. t; i.)id�r� � ;: emno e and -Re-hang S*; .-t,.j H,:-.`•rs, vim. Acceptance, 1 Accepted By �i HoirieoivnerDatta i.)(tPoslid-$4060,00 Accepted By: _� �/ � a � � � Balance DuLE cit; Insi-all .$1',407,0 onne )xlpact Gitano. c Date "erms and Conditions: This estimate, is for completing the iob described above, based on our evaluation:, Any unforseen conditions such as: rrfold, mildew, wood rot, mgior stucco 8,, drywall repair, replacement offmarble sills acrd/or interior trim, any painting, etc,will be discussed prior to corrections and a contract addendum `aril] be submitted upon agreement between homeowner and contractor, All workmanship /materials guaranteed to be as specified. The homeowner is responsible for carrying fire, flood and other necessary insurance, HANK YOU FOR YOUR BUSINESS Florida Building Code Online Page 1 of 2 igt -� x BCIS Home Log In User Registration j Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links' Search Uusinesg� ') ProfessiQal fir: Product Approval USER: Public User R,eguI`ltic.,-E r Product Approval Menu > Product or Application Search > Application List > Application Detail + fr��y FL # FL1 850-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastern metal .com Authorized Signature Bill Feeley Irodriguez@easternmetal .com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category QLShuttersSubcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer a Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Walter A. Tillit, Jr., P.E. PE -44167 National Accreditation and Management Institute 12/31/2017 John W, Knezevich, PE © Validation Checklist - Hardcopy Received FL1850 R10 COI HV Accordion C I HVHZ.pdf Standard TAS 201, 202, 203 Method 1 Option D Year 1994 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%o2ftCOhpfQ.., 7/10/2015 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products Page 2of2 FL # Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R10 II A S S A INC drawing DRWG.15-081.pdf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 Evaluation Reports FL1850 R10 AE A S S A INC PER DRWG.15-081.Ddf Created by I ndependent Thi rd Party: Yes psf positive ASD load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo) - HVHZ - Drawing#15-079 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R10 11 A S S.A. INC. DRWG.15-079.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level "D". Max. span is 13'-2" for 30 Evaluation Reports FL1850 R10 AE A.S. S A INC P.E.R.DRWG.15-079.odf Created by Independent Third Party: Yes psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule #1, sheet 12. And 15'-5" for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter - Extruded aluminum interlocking blades retained by tracks Blade 1 Only (HVHZ) - Drwg# 15- 080 (top and bottom) for storm protection Installation Instructions Approved for use in HVHZ: Yes FL1850 R10 11 A S S A INC Drawing DRWG.15-080.pdf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes eslgn Pressure: Other: Large missile level "D". Max. span is 16'-0" and Evaluation Reports FL1850 R10 AE A S S A INC. P.E.R DRWG.15-080.pdf Created by Independent Third Party: Yes 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 psf load for HV blade for Keystone mountings 7'-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HV1 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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(1), 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; _.P F99 fChtxl a,. .�1�`fiilT'Et\'SCS"LAtt i :�' 1 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ.., 7/10/2015 3/27/2017 BCIS Home Log In j User Registration bloiid� a 04, Product Approval USER; Public User iv Florida Building Code Online t }$}g Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1850-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Walter A. Tillit, Jr., P.E. PE -44167 National Accreditation and Management Institute 12/31/2017 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL1850 R10 COI HV Accordion CI HVHZ.pdf Standard TAS 201, 202, 203 Method 1 Option D https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgs9%2fn/`2ftCOhpJQoelShOCDrfdBDPfc3tFpHgLNr4gNQIpQg%3d%3d Year 1994 1/2 3/27/2017 1 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Drawing# 15-081 Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL1850 R10 II A.S.S.A. INC, drawing DRWG.15-081.pdf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 psf Evaluation Reports FL1850 R10 AE A.S.S.A, INC. P.E.R DRWG.15-081.pdf Created by Independent Third Party: Yes positive ASD load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2�mm Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo) - HVHZ - Drawing#15-079 (top and bottom) for storm protection Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL1850 R10 II A.S.S.A, INC. DRWG.15-079.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level "D". Max. span is 13'-2" for 30 Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.R. DRWG.15-079.pdf Created by Independent Third Party: Yes psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule #1, sheet 12, And 15'-5" for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for otherspans and pressures. 1850.3 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks 1 Only (HVHZ) - Drwg# 15-080 (top and bottom) for storm protection Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL1850 R10 II A.S.S.A. INC. Drawing DRWG.15-080.pdf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large missile level 'D". Max. span is 16'-0" and Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-080.pdf Created by Independent Third Party: Yes 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 psf load for HV blade for Keystone mountings 7'-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HV1 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement 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(1), 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: Cl M eChecY .A Credit Card Safe https://ftoridabui I di ng.org/pr/pr_app_dtl .aspx?param=wGE\IXQwtDgs9%2fn/o2ftCOhpJQoelShOC D rfdBD F,fc3tFpH gLN r4gN QI pQg°/g3d%3d 2/2