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HomeMy WebLinkAboutBuciorDate: Permit Number: Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34932 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Shutter PROPOSEDIMPROVEMENT L CATI Address: 247 NE SOLIDA DRIVE, PORT ST LUCIE, FL 34983 Legal Description: RIVER PARK -UNIT 9 Property Tax ID : 3419-565-0030-000-0 Site Plan Name: Project Name: FRANCIS BUCIOR Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: I =3 11.1111 K1 F.1014101MO Lot No. 24 Block No. 73 Additional worK to oe Dertormed under this permit — cnecK all n apply: HVAC _ Gas Tank Flas Piping Shutters Windows/Doors 11 Electric ❑ Plumbing Sprinklers 1-1 Generator ❑ Roof Roof pitch Total Sq. Ft of Construction: 2014 Sc. Ft. of First Floor: 1350 Cost of Construction: $ 2768 Utilities: _ Sewer _ Septic Building Height: 12 Name FRANCIS BUCIOR Address: 247 NE SOLIDA DRIVE City: PORT ST LUCIE State: FL Zip Code: 34983 Fax: Phone No. 772-878-5348 E -Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) Name: MICHAEL O'DONNELL Company: O'DONNELL IMPACT WINDOWS & STORM PROTECTION Address: 6402 SE FEDERAL HWY City: STUART State: FL Zip Code: 34997 Fax: 888-833-0167 Phone No. 772-408-0200 E -Mail: richie.roberts@expeditepermit.com State or County License: CRC1331273 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. __.___ ----------- F-7 �F :'` ..%7"x �`hy✓i'=y.J A+ ;f'� y f �,- .; _001 N ?r t MORTGAGE NY: Not Applicable ®ESI ER/EER/ENG IN EER: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER- Not Applicable BONDING COMPANY- Not Applicable Name: game: Address: Address: City: City: -Zip: - Phone: - I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review; room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING T e 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. 1 JOSEPH rK THE CIRCUIT COURT SAINT- - COUNTY FILE # 4469888 OR BOOK 4169 PAGE 349, Recorded 08/14/2018 12:36:48 P141 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Rarida StRtutes, the following information is provided in this Notice of Commencement. 00 30 a ., ,1 DE "i_t Mk" ' a " �" PI li eta " .. iptio.. . property . a-_ t .. .�:. 4' . • i > � f m n 2, CEMRAL DRSCRI:P'T(Old OP a. VOMITs b, Interest in property: FOR a Nares sed address of fee simplo tideholder (if ditr®rcnt born Ovma tested ®hove): d, a. CONTRACTORISNAMS, O'Donnell Impact Windows & Storm Protection Contractor's nd&c= 6402 SE Federal Hwy, Stuad FL 34997 b. Phone n bor, 772-408-0200 3. SUElM (if linable, s copy of the psymeat bond is acre IL WMW wd addregs: b. ?tondo 6, a. LEMER'S NAME: LoadWs. address: c. Amunt orboad: S Pbme tannber: 7, Persorss within the State of Florida designated by Owner upon whore notices or other documents may be served as provided by Section 713.13 (t) (a) 7., Florida Statutes: a. Name and address: b. Phono timbers of dcsigwted Doreen: 8. a. In addition to himself or hersdf, Owner designates of _ to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes, b. Phone ntatber of person or eatity desiMted byowtw, 9. Expiration date of notice of commencement (the expiration dare will be 1 year from the date of recording unless a diffetent date is specified): .20_ I V o4.4wwner or or Owner's or 's (Print Name and Provide Signatory's Tide/Office) ih&&ed Olbeer/Director/Partner/Mmager) State of �L Ll S� -(-�:—{ County of U The. foregoing instrusn4 was a fore me dun day of 2U by r �Zl°tLJZ F=S X-1 GV! . , as (nano of pemm) r® r (type of authority,...e.g, officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) Personally Known or Produced Identification l/ . Type of Id oduced . t ��¢� pabick fe (tttre Public) Cp(nmh;sion # G1`42777 * " Expires, September 13, 2021 (Sips orNotary (Print, Type, or Stamp C mrnissioned Name of Notary Public) '� •• ' Bonded thru Aaron Notary Rev, 10-1542 I Michelle Franklin, CFA ®e Saint Lucie County Property Appraiser ®® All rights reserved. Property Identification Site Address: 247 NE Parcel ID: 3419-565-0030- Account #: 43392 Sec/Town/Range: 28/36S/40E SOLIDA DR 000-0 Map ID: 34/28N Zoning: RS -4 Use Type: 0100 Jurisdiction: Saint Lucie County Ownership LeI Description Frances A Bucior (LF EST) RIVER PARK -UNIT 9 -PART B BLK 73 LOT 24 (MAP 34/28N) 247 NE Solida Dr (OR 431-775: 3093-2613) Port St Lucie, FL 34983 Current Values Historical Values r Date Just/Market: $98,800 Assessed: $52,175 Year Just/Market Assessed Exemptions Taxable Exemptions: $32,675 Taxable: $19,500 2017 $98,800 $52,175 $32,675 $19,500 2016 $80,400 $51,102 $31,602 $19,500 2015 $63,200 $50,747 $31,247 $19,500 Price $100 $55,000 Building Type: HC - Effective Year: 1972 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Carpet Finished/Under Air Sale History Date Book/Page Sale Code Deed Grantor 05-19-2009 3093/2613 0114 WD Bucior Frances A 04-01-1984 0430/2524 XX00 CV Land Size (SF): Primary it in Information Total Building Count: Finished Area of this building: 1,350 SF Gross Area of this building: 2,014 SF Exterior Data View: Roof Cover: Dim Shingle Roof Structure: Hip Year Built: 1972 Frame: Grade: C - Primary Wall: CB Stucco Story Height: 1 Story No. Units: 1 Interior Data Bedrooms: 3 A/C %: 100% Electric: MAXIMUM Full Baths: 2 Heated %: 100% Heat Type: FrcdHotAir Half Baths: 0 Sprinkled %: 0% Heat Fuel: ELEC Price $100 $55,000 Building Type: HC - Effective Year: 1972 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Carpet Finished/Under Air 1,350 (SF): Gross Area (SF): 2,014 Land Size (acres): 0.25 Land Size (SF): 10,971 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt Driv-Concret 1 600 1972 This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. } - J I 6402 SE Federal Hwy, Stuart, FL 34997 To: I �� �'� V '�' 1740 NW Federal Hwy, Stuart, FL 34994 C)�-( !� %� PH: 772-408-0200 FAX: 858-833-0167 VU I"ff I IN, I I Email: service®odonnellstormprotection.com � '✓^ E;,2) , State License #CRC1331273 Customer understands that ®'Donnell Impact Windows MOK Does not paint, Does not handle alarm systems. Does not remove installed panels before installing shutters, Does not handle alarm Proposal:I cvcf®mc drive --, mr. d,... -.ib,,.•,- a__ _A-- - - t- -"� . . Description Provide & Install Impact/Non-impact Products for [ ] Windows,( ] Doors includes Haul -away of all Debris, Estimated Time for Completion: 12- 16 weeks SizeDescription (SH/HR/CASE/FIXE®/AWN/SGD/GD/FD/FE] rX®X, XX, 0X0,0XX®1 Glass Manuf Vinyl/Alum Color Grills AmountStyle 1 � 2 4 5 k-1 Al ti 6 7 79 I 8 -- 9 10 12 13 > 14 15 16 17 18 1 19 20 21 j 22 1 23 24 \ 25 \ Subtotal Mull Bars - Materials and Installation \ � Trim/Stucco - Materials and Installation Basic Installation of New Product included Additional Charges for other Special Requests Permit Fee (StandarC s $280, but city of Port St. Lucie requires sennrnfim narmit r cnr-h nrnrl„r t h,. 01 Acceptance: Accepted By : Total Accepted By. - g 0% Deposit O'Donnell Impact Windows Date Terms and Conditions: This estimate is for complefing the job described above, base luation. Any unforseen conditions such as: mold, mildew, wood rot, major stucco & drywall repair, replacement of marble sills and/or interior trim, any painting, etc, will be discussed prior to corrections and a contract addendum will be submitted upon agreement between homeowner and contractor. Al workmanship/materials guaranteed to be as specified. The homeowner is responsible for carrying fire, flood and other nece a ry ' THANK YOU F USINESS e 12 "fED amn as. Florida Building Code Online https://www. floridabuil ding. org/pr/pr—app_dtl. aspx?param=wGEVXQw.. . r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval db' r4 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # 7Revision -R11 Application Type Code Version Application Status Approved Comments Archived F 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 lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category �Accordion Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit, Jr., P.E. Evaluation Report Florida License PE -44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. r Validation Checklist - Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS INC. DRAWING 17-102 CERTIFICATE OF INDEPENDENCE, PDF Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By 1 of 3 12/15/2017, 3:18 PM Florida Building Code Online Sections from the Code https://www.fl oridabuil ding. org/pr/pr_app_dtl.aspx?param=wGEVYQw... Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summaryof Products _.._..._.._-.....__.....__..._........_.............._.. .......................... .......................................................................................................................................................................................................................... FL # Model, Number or Name ....................,.............................................................................................................................................................................................. Description .................................... ) ......................... ................................................................ ....... ........... .................................................................................................. 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Extruded aluminum blades folded together thru knuckles and j Drawing# 17-103 ............ ............................................................................. .............................................................. ......................................................................... :............................... retained by tracks to provide hurricane protection. ......................................................................... ................................................................................................................ ......... Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC Approved for use outside HVHZ: Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant: Yes i SYST..PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level "D", Max span is 12'-7" for 35 psf Created by Independent Third Party: Yes positive ASD load and 13'-0" for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables. See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT,PDF Created by Independent Third Party: Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (top (Combo) - HVHZ - Drawing#17-102T and bottom) for storm protection Limits of Use i Installation Instructions Approved for use in HVHZ: Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS, INC, 1, Approved for use outside HVHZ: Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant: Yes l SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level "D", Max. span is 13'-2" for 30 psf Created by Independent Third Party: Yes positive ASD load w/o window blade, 16'-0" for 30 psf negative Evaluation Reports ASD load for HV1 blade w/o window blade for conditions FL1850 R11 AE AMERICAN SHUTTER SYSTEMS INC. indicated on schedule #1, sheet 12. And 12'-3" for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party: Yes 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, ...................................................................................................................................................................................................................................................................................................................................................................................................................................................1 ............... ............................. ....................................................................................................................................................................................................................................................................................................................................................................... 1850.3 Bertha HV Accordion Shutter - Blade � ' Extruded aluminum interlocking blades retained by tracks (top 1 Only (HVHZ) - Drwg# 17-122 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVH FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC Approved for use We HVHZ: Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistan • Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: Created by Independent Third Party: Yes Other: Large missile level "D", Max. span is 16'-0" and 14'-9" ''. Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC locking rod configuration for the HV1 blade, 8'-0" for +64, -72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0" for +75, -75 Created by Independent Third Party: Yes 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, Baric Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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: 2 of') 12/15/2017, 3:18 PM Florida Building Code Online https://wv,rw.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQw... 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(� r1l 'T o C7 O ® Z m m T7 .i �' iu m ri , --i o�o xoDm W m Z co c O CD \.. m p OO i f Ol W om ZA < > W t a 5 { \ J 73 -Zco A < u _ A -1 �p M .06Q- _ 1.352" �1-._.....- .Q L r® O t r o�N WO I A < mc: Ln rm � r0-- rq b = 7_< m 'v i m cn m m r C o(�z m m Ul O < 0) m C D M O O D Lim m a 0 M rvi �O O it p Z (A y0 z m O r=( (A, 0i o 0 0 A C N z D C r (n r m O D \ z am D < m m m O m m 51 rn jo T rr� I m o� ao0z m � n -.c C Z—)cn �`._. m m 2 0 rn < y o � \ ) -9 m ..... m U4 m m o C7 _...._. --- ...._ < �— rn m O .080"- t '6S) '9 o D �j r - m r- i .233 .1 - FOA O Gi w m M O A ro o m m O N �aa U) to D m Z O cn . •`1.,. l°fin __1 n -m m rf1 q� )o O O �, cn m .125" ..... — m w A r : r w o I� a A� )>W -�0:0 '� N m '.mi maJlm 062^ n N _ .. am,,m m ^._ .. : QOh m a7 •�� io _ _._ . •. z(J. m 2 ii 1.000" o )m O b X125" N mc .......... _.W e o�mp m = —i rn jo T rr� I m o� ao0z m � n -.c C Z—)cn �`._. m m 2 0 rn < m D D N r W '-� m m r_...._....... 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OM 00 M 0 .488' 488" .318" m a > M z M 0 m 0 M 0 > co 0 => 0 :,A M 0 0 C) 0 c FT, 0 ( lu�41) I'D If rrkl-,J/ > C) M C > 70 m --.062" 16 11 C: < M 0 r- �l FTI < .080" .... ......... v (f) W Z < M M Ln C, 40 . ............. MM iTt z 0 -(A rri c OM M 0 .318" m a > ;ur`ub z 0 m < M < V) > �G4,, < > i7) CD :2 1; m _985"_.713' 1.057" M Z m M 0 X r; M co 0 => 0 :,A M 0 0 C) 0 c FT, ---- - -------- --- - -- ----- > r- i! . ...... . -" - M M 0 C) M Ll 70 m --.062" 16 11 C: < M 0 > M f- 0 .080" .... ......... Fri :z -t. Z < M M Ln C, O CD -046" R.107" > m a M —4 m m ... .......... 01 . ....... < _j 450' 0 .318" m a 0 Z 7< M, ryl O ,i3 •(-A �< > r- i! . ...... . -" - M M C) M M CD w M m --.062" 16 C11 Dm cl, > W x 437" Z < cn a -046" R.107" m m o 0 M < . ............_ 3.207'_........._ 0 .318" m a Z ;ur`ub X m 0 m < CA (4 M q is �G4,, < > 2, CD :2 1; m _985"_.713' 1.057" M 0 C 0 z U) r; M 2) = 0 01 M 0.! z M M 0 LTi Z u M ,i3 •(-A �< .492' cn L (M M I C) M 0. 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EQ.._ n o co Q'%1ON <OI� O m NVIN�i m mX `c �I.i UI G)yp ----I11 (!**11 k �_� � ��mx•c N O AM '0 � =1 AfpP-10 fes• � � � r = D/ ,n o m o a owI eeG,✓J � �t 9 ��1y�'��y' - m 0 W D OC p D- m O 2 Z (n m n I_750' m In Cz ZZ iiL ri 0 w z z u y U o- 8 S go. o. S a r asy � D r O N (n A m Z � -n m O om_ -mi -" G7 m t• -i` 0p O � N D O N iVo a yr CD �7 O y � V �• d--ziZK m - q = < = cn o Ami a m �D i pPm,.u�o m G) r o_W u m n ran o 5 Z c� K neo $�®;I 2 p < D O x 7 m .540„ m V Q� A I D 0X mz V m 3 1 � � Z O m 0z ° n 0 ( 0 A m� O / 1 J Cn 0 w-< ) m Ir I mO I W t9 EQ .. EQ.._ n o r I L O Q'%1ON <OI� O m NVIN�i m mX `c �I.i UI G)yp ----I11 (!**11 k jI D C Ori mrOir0 8 AT..p PyO ��mx•c N O AM '0 � =1 AfpP-10 i C7 mo� r = D/ ,n o m o a owI _' I�ZO o a 22 - m 0 W D OC p D- m O 2 Z (n m n I_750' m In Cz ZZ iiL :'7- 0 w z z m Z o m o- 8 S go. o. J � D r O N (n A m Z CIS al O om_ -mi -" G7 m t• -i` 0p O � N D O N iVo a yr CD �7 nn d--ziZK to 7t nD ('1�A 2k P: �\ o W m m FQO ® EQ .. EQ.._ n o 51".1 7uaO Q'%1ON <OI� R'OX1ONl�� N X NVIN�i m mX `c �I.i UI G)yp ----I11 (!**11 k ��DfA m rn�Np Ori mrOir0 8 AT..p PyO ��mx•c N O AM '0 � =1 AfpP-10 O Oq a� x -Z !'�A;yam =n mo� wWc o a owI _' I�ZO Oro=.a m -t J da I ® EQ .. EQ.._ n o on ' - - N X X ")m (7) -Z{rm M C:�� A ''�� p m r D to �oNDm m>"�m a c 22 - o�A W D OC p D- 2 Z (n m n I_750' D rll Cl m :'7- > z r - o- 8 S go. o. z \ N Cn MAX. MAX 250' -----L = 84° SHUTTER SPAN----! --- N ,M Is- ra ,P O_C� SO W N X X ")m (7) -Z{rm M C:�� A ''�� p m r D to �oNDm m>"�m a c � W mr W D OC p U)S X -I A Z (n N D rll Cl m :'7- > z r - o- 8 S go. o. z x O �z D s t�i� a' —{ < Z 0Z N\ r 335"0 0p D -{ m G m OD d--ziZK m - q = < = cn a m �D Q m G) DO K neo o p --� Cf)y .540„ D 0X mz rn 0z cn� �> ( m� O J Cn 0 z oW m ) m cn >* 2 (A i i a v -• rC �mm Z TTI a) w ;C1 z N ,M Is- ra � C)>h- <>'\ AvNyGlx m O N < rn C) �jr\.1v1N+a AyZo- m S go. o. w o � r © '•1N yOD � mXo�x r 335"0 W m G vis` c? z? 0/'� v � ®ll o N 7- ' m � K t7 o C --� -.250" .540„ D rn D p !� ) m Iw (A i i a \ m Z TTI a) w z a 0 P C Z " a °= r z N I -L -r- r W x C cn C) I f y C/) ]� V) O ( A I o m G-) t D of { S n -- C13O -'-'- b .625°�mw � -i m