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1586 LINKSIDE DR - ADDITION (1.---pd-Visriel ' \ , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �� ATLANTIC BEACH, FL 32233 01 3 >� INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION - SINGLE OR TWO FAMILY RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RESA18-0003 Description: REMOVE SUNROOM AND ADD 11 x 25 LIVING SPACE Estimated Value: 90000 Issue Date: 2/21/2018 Expiration Date: 8/20/2018 PROPERTY ADDRESS: Address: 1586 LINKSIDE DR RE Number: 172374 6320 PROPERTY OWNER: Name: URBANSKI VERNA P Address: 1586 LINKSIDE DR ATLANTIC BEACH, FL 32233-7307 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: AFFORDABLE ROOFING Address: 3859 PADDLEWHEEL DR QA VINCENT LAWRENCE MARINO JACKSONVILLE, FL 32257 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. i!" ", �S. Permit Conditions Jp.�.. " City of Atlantic Beach Permit Number: RESA18-0003 Description: REMOVE SUNROOM AND ADD 11 x 25 LIVING SPACE Applied: 1/17/2018 Approved: 2/20/2018 Site Address: 1586 LINKSIDE DR Issued: 2/21/2018 Finaled: City,State Zip Code:Atlantic Beach, Fl 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: URBANSKI VERNA P Parent Project: Contractor: <NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 1/23/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 1/23/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 1/23/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 4 1/23/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 5 1/23/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. Printed: Wednesday,21 February, 2018 1 of 1 • II 0,An:, City of Atlantic Beach APPLICATION NUMBER rs r,�� Building Department (To be assigned by the Building Department.) 800 Seminole Road R �� i n O 003 �. -0 Atlantic Beach, Florida 32233-5445 ('7 Phone(904)247-5826 • Fax(904)247-5845 .��J;; �� Email: building-dept@coab.us Date routed: to ON City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 15 a 6 L(IQ RS(0 C De_, Department review required Ye}� No u' ire I/ Applicant: C)v() ELS 'Cccop i� anning &Zoning T e AdministraTor Project: I, 1 ' k- 7 L t v i Joe; S t pi- 1 Public Wore PublicUtilitie RL M o V C S 0 o rYi, Public-safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. Ntbenied. ❑Not applicable (Circle one.) Comments: BUILDING PLA G &ZONING Reviewed by: rn Date:?- /-)0/8"- TREE -)v/TREE ADMIN. Second Review: Approved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: /721),...--- Date:2-/P d s' FIRE SERVICES Third Review: nApproved as revised. ❑Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 -ir\jr>,, ,� r. Ja �' ' ''' } Ssl CITY OF ATLANTIC BEACH " J 800 SEMINOLE ROAD j+! ` `=S ATLANTIC BEACH, FL 32233 \ (904) 247-5800 BUILDING REVIEW COMMENTS Date: 2/1/2018 Permit #: RESA18-0003 Site Address: 1586 LINKSIDE DR Review Status: RE#: 172374 6320 Applicant: AFFORDABLE ROOFING Property Owner: URBANSKI VERNA P Email: VI1a11 Al 0 et O\rnaiI. C.Qrrv‘ Email: Phone: 9042514326 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. . .- 1 co. - _ - •!•2-- -. • . • -- -: . - - - . .rd /i+7 2-.1 T. 204'- - 2. Pa.- 6- .-..- • - ma.. _ - - •. iono t easel i. . • • . a e rm that this header •__ .•• .- . . -.. - . . . . . .• - '. . . - - _ _ ' -• a -very opening and .chow cuthe rirawing- Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with f' — 7 2018 CITY OF ATLANTIC BEACH 800 Seminole Road • FEB Atlantic Beach,Florida 32233 ,./4(T,rilr' REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS .._t A ( - c,-,,-.33 Date D'lii( ) Revision to Issued Permit Corrections to Comments Permit# Project Address 1 o 6 14\4,c) ' 0 C S - Contractor/Contact Name W O Q.Z ( ,(2,,Q,, ? - 1 1,-AG \ \ c"` V\i `% ) ''i D Phone d 1 Email \I yr\e1e_-\kitU- c)09 0 , (,1 Description of Proposed Revision/Corrections: Permit Fee Due $ Sd.a, \ \\L L (z_L ao\ c ,-,,z),,\( Additional Increase in Building Value $ '01 f Additional S.F. 4(-A By signing below,I \ 1 L4-A ( \N\-R`L 14" affirm the Revision is inclusive of the proposed changes. (printed name) \\k.)\ -OtA-N-90.4. , Y( ') ) Signature of Contractor/Age'tt(Contractor must sign if increase in valuation) Date (Office Use Only) Approved n Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: Buildin TfriA Planning & Zoning eviewed By Tree Administrator Public Works Public Utilities �` / 3 'dO/ Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road S _0 003 r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ` ' E-mail: building-dept@coab.us Date routed: ) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ` S S 6 L I N 174_s to E � Department review required Yes No u � Applicant: (��(�APDL lc F 1 J,Dan h &Zoning ) G T ee Administrator Project: k 7 S L t v l kp[, S t. - - Public Work E-_ Public Utilitie y s o w aco/YL Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING Need -51,ru*e y PLANNING &ZONING Reviewed by: Date: (-23-II? TREE ADMIN. Second Review: Approved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: L ` Date: 2 - ( H FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 �v CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date\ 3 1-2 Revision to Issued Permit Corrections to Comments Permit# Project Address \S g(v k�S i o c S Contractor/Contact Name Pr O�-�Q , �- li,=. , 1-1 Mo. (Q\.p Phone 4— v 16 3 Email 0\ Q-\IA b a0 0 Lyi--05-9 ' Litvr--., Description of Proposed Revision/Corrections: Permit Fee Due $ C,C6.N LQ-RYz Additional Increase in Building Value $ A-41 C► Additional S.F. By signing below,I V 1-4 C.-*AjCS- `00-0-1`0"''k 0 affirm the Revision is inclusive of the proposed changes. (printed name) \J\i .C,),JJAYSON-q),J• Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building &Zoning Reviewed By Tree Administrator Public Works t - re Public Utilities O Public Safety Date Fire Services J�X51.:-\a.0,.• City of Atlantic Beach APPLICATION NUMBER n� Building Department EVE'VEr (To be assigned by the Building Department.) r y, 800 Seminole Roado ✓� 1 O oa -r Atlantic Beach, Florida 32233-544 3 Phone(904)247-5826• Fax(904) -544N 1 8 2018 Li �' E-mail: building-dept@coab.us Date routed: fib City web-site: http://www.coab.us BY: - APPLICATION REVIEW AND TRACKING FORM Property Address: ` J B 6 L I k)4-4_5 LOG Da.: Department review required Yes No Applicant: PV FO D NEL i P G _ anning &Zoning 1 Tree•dministraTor Project: jj S Ptvl� Public Wor< I, l l�k� � cj I v i�C-� Public Utilitie b REL.:or\oV S(7N.) ac,ocyi Public-Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ['Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING • Reviewed b ,ii/ Date: /--,72 TREE ADMIN. Second Review: ['Approved as revised. ['Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: 'Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 01..iv;Je, City of Atlantic Beach c^c ,. APPLICATION NUMBER �s � Building Department GCGIV a:�. (To be assigned by the Building Department.) r 800 Seminole Road 0 Atlantic Beach, Florida 32233-5445 JAN 18 2018 ---SPI-1e) `0 00 �o; Phone(904)247-5826 • Fax(904) 5845 o tS E-mail: building-dept@coab.us BY: Date Date routed: City web-site: http://www.coab.us - APPLICATION REVIEW AND TRACKING FORM Property Address: 1 J n 6 Li to tr<_S to C De-, Department review required Yes No u' Applicant: IVFtO(2__D 1 L� 'c c)p ) ning &Zoning an TT ee7\dministrator Project: 4 ' x 7 cj L 1 v i kp[, ct Public Wor Public Utilitie , E �E nr\ok 0/D ,O fri- ` rPubliTc Safety Fire Services Review fee $ Dept Signature ort Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. (Denied. of applicable (Circle one.) Comments: BUILDING // PLANNING &ZONING Reviewed by: W/ Date: ( I 2 L/ of TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUB ORK Com encs: I BLIC UTILITIES —Z2-/ r PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ', Building Permit Application r=_ - .�J..... ft: � JAN City of Atlantic Beach 7 I) OFFICE �OOSeminole Road,Atlantic Beach, FL 32233 1 7 2018 Phone: (904) 247-5826 Fax: (904)247-5845 Job Address: 1586 Linkside Drive Atlantic Beach,FL 32233 Permit Number: R ES\1 F) `O 0 c3 Legal Description 47-85 17-2S-29E SELVA LINKSIDE UNIT 2 LOT 144 RE# 172374-6320 Valuation of Work(Replacement Cost)$ 90,000.00 Heated/Cooled SF 1609 Non-Heated/Cooled 521 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Remove existing sun room/Florida room, add on to the rear of house a new conditioned 11x25 space. Florida Product Approval# see form for multiple products use product approval form Property Owner Information Name: Ms.Verna Urbanski Address: 1586 Linkside Drive S. City Atlantic Beach State FL Zip 32233 Phone 904-246-3631 E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) n/a Contractor Information Name of Company: Affordable Roofing Qualifying Agent: Vincent Marino Address 1348 Clements Woods Lane City Jacksonville State FL Zip 32211 Office Phone 904-260-7663 Job Site/Contact Number 904-449-6339 State Certification/Registration# CGC059465 CCC057697 E-Mail vmarino2009@gmail.com Architect Name& Phone# Vermey Architect 245-1150 Engineer's Name&Phone# Workers Compensation WC exempt(expiration 8/22/19)and Leased Employees Exempt/Insurer/Lease Employees/Expiration Date 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 the standards of all the laws regulationg 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. OWNER'S AFFIDAVIT:I certify that all 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC RDING YOUR NOTICE OF COMMENCEMENT. ii/A,„,0 7,&J,,,,,,,,,,i2t, \iu,N,A,--1-'4,/,,,, (Signature of Owner dt)(401)(C(iOX)OtRKCXk)f10fl4x) (Signature of Contractor) Signed and sworn to(or affirmed)before me this 1 3 day of ♦igned and sworn to(or affirmed)before me this `qday of O2CeIYbe-r , 201 1 , by . * . £ - ' - . , ,9c)I' , by VI IAC e4—J-- /C. MP(V i H 0 Heather Mooney e1 C,v1 btur r , State of Florida (Signature of Notary) ' �P`7 oeo„ natur 131-1 LL My Commission Expires 02/01/2021 �'tee Commission FF 946535 , �� !, Commission No.GG 68713 • r!—`� %f OPS� s My Comm.Expires Dec 28,2019 (''']' Personally Known OR [ ]Personally Known •• %}1 [ oduced Identificat [t}PTbduced Identificatio�r ,/J Jr-10i of Identification: - 01[(-1(a Di I exS Lic -)se. Type of Identification: (---10‘.(1 cr'-. {�V'1 v'Q-4 < GSA C-..hst OFFICE COPY ThONOTWTEBELOWOFFICE USE ONLY A-pplwa. e Coles: 2010 FL O ' DA BUILDING CODE ReVievResult (circle one). Approved Disapproved Approved'vv/ Conditions Review Initials/Date: Deyeloe Size -fabitable Space 9 S S. r Non-Habitable npervious area fiscellaneous Information :,cupancy Group 12.-3 pe of Construction V (S mber of Stories ling District pU f� K. Occupancy Load Sprinklers Required d Zone , • • flition.s/Corw.ents: �= ova ►uv� • y 0 ./G F m, NOTICE OF PCOMMENCEMENT OFFICE COPY (PREIN DUPLICATE) Permit No. 2 S /9 I a O 603 Tax Folio No. 172374-6320 State of FLORIDA County of Duval To whom it may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: 47-85 17-2S-29E SELVA LINKSIDE UNIT 2 LOT 144 Address of property being improved: 1586 LINKSIDE DR Atlantic Beach FL 32233 General description of improvements: new room addition Owner URBANSKI, VERNA P Address 1586 LINKSIDE DR ATLANTIC BEACH,FL 32233-7307 Owner's interest in site of the improvement 100% Fee Simple Titleholder(if other than owner) N/A Name Address Contractor VINCENT MARINO CCC057697 CGC059465 AFFORDABLE ROOFING Address 1348 CLEMENTS WOODS LANE JACKSONVILLE,FL 32211 Phone No. 904-260-7663 Fax No. Surety(if any) N/A Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name N/A Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name N/A Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name N/A Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): 180 DAYS FROM THE DAY OF RECORDING THIS SPACE FOR RECORDER'S USE ONLY Signedrlekl Ct �(J)/ 6 DATE Ig1 P h 7 Before me this I�' day of in the County of Duval,State of Florida has personally appeared VP,f Y1 Gi V r herein by Doc#2018004475,OR BK 18243 Page 1953, himself/herself and of � btnents and declarations herein g are t and accurate 7 Number Pages: 1 Recorded 01/08/2018 09:48 AM, � State of Florida RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL t"1 Commission Expires 0210112021 COUNTY Commission No.GG 68713 RECORDING $10.00 Notary Public at Large,State of County of DU YGl i My commission expires: 02 u i (>2. Personally Known or Produced Identification 1 O h l .Dl pet dens L TREE & VEGETATION AFFIDAVIT 03 441.74102006 City of Atlantic Beach Department of Community Development 1410—, Planning&Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 J'; (P) 904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION r Owner(s) r Legal Authorized Agent* NAME OF APPLICANT Ms.Verna Urbanski NAME OF COMPANY Affordable Roofing ADDRESS OF COMPANY 1348 Clements Woods Lane Jacksonville,FL 32211 PHONE 260-7663 CELL 449-6339 EMAIL vmarino2009@gmail.com CONTRACTOR CERTIFICATION NUMBER CGC059465 CCC057697 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 1586 Linkside Drive S. If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION 47-85 17-2S-29E LOT 144 BLOCK SUBDIVISION SELVA LINKSIDE UNIT 2 REAL ESTATE NUMBER 172374-6320 LOT OR PARCEL SIZE: SQ FT .16 AC RESIDENTIAL xx COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from th above-described or adjacent properties in conjunction with this project. SIGNATURE E OF OWIifr �L� SIGNATURE OF OWNER Signed and sworn before me on this jg day of (ecemla r , 2017 ,by State of Florida ( Ck Uv- County of Duval Identification verified: Heather Mooney ()0 G� �1' U Px s �l _elf) State of Florida Oath sworn: Yes r No My Commission Expires 02/01/2021 Commission No.GG 68713 P Notary Signature REV-NA-v10.12 My Commission expires: i b t 202. 1 pi . 0RIGHT-OF-WAY/ EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 1586 Linkside Drive S. Phone 904-449-6339 Permittee Affordable Roofing Email vmarino2009@gmail.com Requesting Permission to Construct We're building a 275SF addition,we request permission to park on street Location(Reference to Cross-Street) project is a corner house located Linkside Drive S.and Linkside Drive • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair,improvement,maintenance,safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works,any or all said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Vincent Marino (Project Superintendent) with Company Name Affordable Roofing Phone 904-449-6339 • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within 50 days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder,and the holder will,at all times, assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again imi ediately upo co i.letion. (M 40414Date D/– .0 S — /CZ Permittee(signed in presence • Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this . day of 111 ,2018, 41 by \1 L,V\ Ce - L. Ata V- t vt tJ ,who personally appeared before me and (printed name of Permittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. • ^-ems' Personal) Known - Si attire ofNotary Public,State Flon4a ••. •• •en ' 'cation ype) WO- i4 )VIverS --ICES, �,notA c, rd wt� // Pork ti.Y %,�� LINDA S.BIR,. Notary Public -State of Florida Commission # FF 946535 :5y� �'` Ate? •.',, a•,dS My Comm Expires Dec 28,2019 nuu `` OFFICE COP PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: New Room Addition for Ms.Verna Urbanski Permit #R& Sn /F-000 3 Project Address: 1586 Linkside Drive S. As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide Product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging Custom Systems Ext.Impact Door exterior/interior use FL16735-RI 2.Sliding 3.Sectional 4.Roll up 5.Automatic 6.Other B.WINDOWS 1.Single hung 2.Horizontal slider Custom Systems Ext.Impact Window exterior/interior use FL16735-R1 3.Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action 12.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1.Siding 2.Soffits 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles TAMKO Arch Shingles roof shingles>2:12 FL 18355 2.Underlayments MidStates peel and stick underlayment only FL 13857.1 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12.Roofing slate -� 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 17.Other Lomanco,Inc. Omni Ridge OR-4 Roof Ventilation FL2847.2 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3.Engineered lumber 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight 2.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# IL NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Vincent Marino (Contractor Name) (Print Name) (Si ) Company Name: Affordable Roofing Mailing Address: 1348 Clements Woods Lane City: Jacksonville state: FL Zip Code: 32211 Telephone Number.( 904 ) 260-7663 Fax Number:( ) Cell Phone Number:( 904) 449-6339 E-mail Address:vmarino2009@gmail.com OFFICE COPY Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE Phone:(800)755-6001 alpineitw.com —Site Information: Customer: Gleckler&Sons Building Supply Job Number: 455118 JobDescription: 1586 LINKSIDE DR.S DUVAL CTY(AFFORDABLE ROOFING)1586 LINKSIDE DR.S DUV Address: City, State,Zip: ATLANTIC BEACH, FL Name, Address and License #of Structural EOR if one exists for the building: Name: License#: State: Address: City, State,Zip.' Job Engineering Criteria: Design Code: FBC 2017 RES Design View Version: 17.02.02.1208.15 JRef#: 1W8593530007 Wind Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(pst): 20.00-7.00-0.00- Floor Load(psf): None 10.00 This package contains a job notes page, 3 truss drawings and 0 details. Item Seal# Truss Item Seal# Truss 1 033.18.1124.58220 Al 2 033.18.1125.02723 A2 3 033.18.1126.18187 A3 I nsisini apS Rai*. zegoggielitu 1 : O. .l•648 '. l _ • • Tv •11A1E . ••i VOilliem s 0*-. Pt vo.p." I ctte °'y1. ss�ONAt E� 2,�, t g ,,, .,a,,,,, ,,� (0 0 This document has been electronically signed f�W and sealed using a Digital Signature.Printed copies without an original signature must be 02/02/2018 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 2/2/2018 1:09:31 PM 1 Job Number. 455118 Ply: 1 SEAN:848589 /T4 COMN Cust:R9353 JRef: 1W8593530007 1586 LINKSIDE DR.S DUVAL CTY(AFFORDABLE ROOFING)1586 LINKSIDE DR.S DUV Qty: 1 FROM:KAB DrwNo: 033.18.1124.58220 Truss Label: Al JB / DF 02/02/2018 64"5 12'6" 18'8"2 25' 6'4"5 I 8'1"11 I 6,2"2 I 6'3"14 =4X4 E — 12 6 12 \2,2(4 -'5X5u F iu o 3X4 0C G T3 B H A 1114X6(E5) =5X5 =5X5 1114X6(E5) 1 25' i 1 II-1' 8' 9 8' I 3'-----I8' 17' 25' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IA Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.056 K 999 240 B 1000 /223 /563 /- /219 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.150 K 999 180 H 1140 /270 /666 /- /- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.024 C - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.043 C - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft H Min BrgWidth Req1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.479 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.858 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.312 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 413 -1731 E-F 426 -1347 Lumber C-D 422 -1509 F-G 398 -1471 D-E 451 -1387 G-H 703 -1515 Top chord 2x4 SP#2:T3 2x4 SP SS Dense: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' B-K 1299 -252 J-H 1250 246 Wind K-J 879 -108 Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. K-E 517 -154 E-J 479 -126 ttT1111 u114,u'�k PS y fr. 0... .. 4,-...r cj- At .1 to. 648/A ql • * - VPIAPil ,4 e �1'ATE �Q • �, \ fix .:cC OR`�PG`7 a, '�sS/ONAL E� gar #0 278 '��iykrunlusitio, ltt�►'� 02/02/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, bl as app icae. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µITW CO,,,,µ, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 SSc.2. Orlando FL,32837 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 455118 ' Ply: 1 SEAN:848583 /T3 COMN Cust:R9353 JRef: 1W8593530007 1586 LINKSIDE DR.S DUVAL CTY(AFFORDABLE ROOFING)1586 LINKSIDE DR.S DUV Oty: 4 FROM:KAB DrwNo: 033.18.1125.02723 Truss Label: A2 JB / DF 02/02/2018 7'4"12 176" 17711 25 7'4'12 I 5'1"4 5'1"11 7'4"5 =4X4 E T2 12 03X4 5X5 6 1 " D ro % F �� to 1112X4 1112X4 4X8 =4X6 C G 0.4X6 '3X6 B i ie r:i� H iA i.•• B2 N M B3 L J •�� . Op 1112X4 .5X6 1112X4 1112X4 R I 1112X4 I.- --- 25' A 1 I- 2' I- 53" I 53" I- 53" I 53 I 2' I 3,-I 2 T3" 12'6" 1T9" 23' 25' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.211 0 999 240 Q 999 /220 /565 /- /219 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.568 0 771 180 R 1141 /269 /668 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.131 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.240 J - - Q Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 R Min Brg Width Req= 1.5 TCDL:4.0 psf Q&R are a s Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.651 Bearings rigidsurface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.653 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.705 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 827 -1793 E-F 641 -1163 Lumber C-D 853 -1744 F-G 801 -1691 D-E 678-1170 G-H 750 -1711 Top chord 2x4 SP M-31:T2 2x4 SP#2: Bot chord 2x6 SP#2:B2,B3 2x4 SP#2: Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3 (lbs) Chords Tens.Comp. Chords Tens. Comp. Wind O-N 1557 -569 M-L 1489 -555 Wind loads based on MWFRS with additional C&C N-M 1553 -569 L-J 1493 -554 member design. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. B-O 1253 -453 M-F 359 -621 D-M 407 -697 J-H 1197 -440 E-M 778 -367 irmituingov Ci'eL)� F•. . o. :t•648 to. . -. C -o= ATE •: z #0 278''. 7s y �w`�S/ONAI E� �! NOCI !!W f wftnaJ l u n titin 02/02/2018 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safetyPpractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rigid attached ceili ng Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCI sections B3,B7 or B10, Idghk as applicat5fe. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160AZ for standard plate positions. Alpine,a division of MN Buildl1'ng CComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANRWCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wirtg or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 SSc.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorg;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number. 455118 Ply: 1 SEAN:848592 /T2 GABL Cust:R9353 JRef: 1W8593530007 1586 LINKSIDE DR.S DUVAL CTY(AFFORDABLE ROOFING)1586 LINKSIDE DR.S DUV Qty: 1 FROM:KAB DrwNo: 033.18.1126.18187 Truss Label: A3 JB / DF 02/02/2018 ^'i I�'I Imo.:01 I ',2 „Illy �� �� 0 I 25' 1.5.1' 18"4 45 14" 72 14" 910 1'4"' 12'6 14" 15'2" 14 171 "11" 206 14."1 236" 1'5"12 1.5.1 4:'1 H.x.4:1 4:'I I."x.4:1 I j•♦.l F.1.4" �:I I 1.8"4f =4X4 K _ J L I m. 12 H N 617 G O F P m E O b or3X3O • R ..BX3 n Bx` T A'i 9 4 O O 4 1 0 A .1. 1 4 4 4 9 9 Al Al AH AG A A A5 `C B •• Y X W V =7X6 - I 25' I 1' 32" 1'4" 1'4" 11" 1'4" 14" 1'4" i " 32" I I 3'2" I 45"I z: y 0 us Ii5'z-i '- ,,1-13" 20 I 25. I 3'—i 1'4" 1. 1'4' 1'/' 1'4" 1'4' 1. 1'4" 1'4' 5'. 6 ~71'2 ' 3'10" 18'6 19' 21'1 " (NNL) (NNL) Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 C 999 240 r 86 /20 /42 /- /9 /300 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 C 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 C - - T Min Brg Width Req= - Des Ld: 37.00 EXP:C HORZ(TL): 0.004 S - - Bearing B is a rigid surface. Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.491 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) TPI Std: 2014 Max BC CSI: 0.240 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.122 Loc.from endwall:Any FT/RT:20(0)/5(2) S-T 1234-1268 GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. See DWGS A14015ENC101014&GBLLETIN1014 for more requirements. Truss designed to support 8"maximum gable C end overhang. too ! I,qi r ALS 4, itc:5 ....••,. .,.... + ti 4• • I o. 648 . 'a 1 ti"o% §tATE ••••Q s, ANA..•••PiORS •.C�„. #0 278ifNgs�O N A1LrE�,t0 02/02/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary) bracingper SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCI sections B3,B7 or B10, as applicable. Appy plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ��I drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of oro-fesslonar engineering responsibility solely for the design shown. The suit bility Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Roo ii i'ig1ii Affordable Roofing "Qaalitt cs cffi'cdable" Florida Certified Roofing Contractor CCC057697 260-ROOF (7663) Florida Certified General Contractor CGC059465 EPA Certified Lead-Safe Painting Contractor Construction Site Management Plan Compliance Transmittal January 15, 2018 Contractor: Affordable Roofing CGC059465 Contact: Vincent Marino 260-7663 Job Name: Ms. Verna Urbanski Job Address: 1586 Linkside Drive Atlantic Beach, FL 32233 Drawings Included: 1. Site Plan 2. Parking Plan 3. Unloading Area COMMUNITY DEVELOPMENT 4. Location of Chemical Toilet 4 LO 5. Location of Shepell's Dumpster ° �P R O �/ ED 6. Site Fence Location 7. Traffic Control Plan Not Applicable Best Affordable Contractors, LLC d/b/a Affordable Roofing 1348 Clements Woods Lane Jacksonville, Florida 32211 Email: BestAffordableContractors@gmail.com Website: BestAffordableContractors.com C . I 1 A N — o . 0. +■ ............,....,, Po © ". r• O V 4, i 1 new addition NI. f 1±14.001± 9inj it D / i 4ti i ,..) . ,-,.- m _ _ rn * 111. Dc co 11 F K\\., I X o P"-. 1 \ \ Q ) ILI L11111 INNER NINIMI ,/ Cr II' SETBACK Q Urbanski Addition CO 1586 Linkside Dr. S. Atlantic Beach, FL 32233 site plan Contractor: Affordable Roofing CGC059465 CCC057697 ++ CURB & GUTTER LINKSIDE DRIVE ff P / .1. . a --"--"l""'"T""'"T"'"°'"""a""el'4"""4'"a'b-- g N - C.) —moo + �N` o --Zi - 61 new addition lir 4.00'- 1 I I m -, m — — - r P' C co II � jX !L I) 41 11 I Xt Ce L -1- 0 II' SETBACK w 0 Urbanski Addition Cl) 1586 Linkside Dr.S. parking plan maximum impact X Atlantic Beach, FL 32233 z Contractor:Affordable Roofing CGC059465 CCC057697 a....1+ CURB & GUTTER LINKSIDE DRIVE W t— I- r o + — ---.� -.N_ .67 new addition unloading aril +14.00'+ ` 1 I l -n _ N .n o, m - - - r- 1> ri Dm W 1) I. o 1 NI\\IN,1 I rra v' I / W L ., ......... ..••oe cr 0 II' SETBACK 0 Urbanski Addition ti// 1586 Linkside Dr.S. Atlantic Beach, FL 32233 unloading plan Contractor:Affordable Roofing CGC059465 CCC057697 J CURS & GUTTER LINKSIDE DRIVE chemical toilet location u/ if it, rAz a gag N eye 0v gul new addition . 4.00'4 I i / I m - U I N .� c5. m - r Am co !I F X O 1 ) LU .� Cr___Li. ...gm ...... 0 II' SETBACK LU j Q Urbanski Addition Can 1586 Linkside Dr.S. Atlantic Beach, FL 32233 chemical toilet location Contractor:Affordable Roofing CGC059465 CCC057697 CURB & GUTTER LINKSIDE DRIVE F 4 III 1 ammo JP gm P2 mm, - new addition I ii. 444.00'+ /✓' / 1 1 / I '-n O.- tiLl '1 1 D rn co ,i TI x o -- 0 va shapells mpster b LU L °C ca II' SETBACK + i j 0 Urbanski Addition V) • 1586 Linkside Dr.S. Atlantic Beach, FL 32233 dumpster location plan Contractor:Affordable Roofing •.� CGC059465 CCC057697 CURB B GUTTER LINKSIDE DRIVE IIIx--- x x x--i x ---- ---x .,... 0 x W men. t` N x V x x al new addition x u x 4.0014- x 1 i . x----z N 6 m — . - r Dm Ca 1, 3 Ii 1 \ 'NI II' SETBACK w Urbanski Addition 1586 Linkside Dr. S. Atlantic Beach, FL 32233 silt fence location plan Z Contractor:Affordable Roofing x x x CGC059465 CCC057697 J CURB & GUTTER LINKSIDE DRIVE MAP SHOWING BOUNDARY SURVEY OF LOT 144 ACCORDING TO THE PLAT OF SELVA LINKSIDE UNIT 2 AS RECORDED IN PLAT BOOK 47 , PAGE(S) 85, 85A AND 85B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: jai -- `- csit OFFICEC O L VINCENT MARINO] c L/NKS/DE DRIVE D,, (50' R/W' '1. a 1 L�$a��� S 05'58'34" E 36.69' (R) tc C3 'S ',1 ` 1/2" S 05'57'24" E 36.66' (M) S .)4)' .5'1,• F��y�' LB.6219REBR =1358.12' L=36.66' (M) 1/2" 4# ,z , f P.R.C. REBAR v a3 7.5' JEA EASEMENT O 0 n In• ' N N ) O � _ _ _ 4.If) O Or- O • �-1 22.6' 2.9' N M N a - KJ ON 00 M n.;."-. CONC.� UNE a0 fn STOOP �' Ix.- =CUT .�.Y' '•DRIVE r-i P.C. 1.. .. ', N S 06'45'00" E , y COVD 172. 1 1 .00' (R) I CONC. IRLOBN 704E S 06'56'19' E 11.04' (M) 23.3'. �\�{ ENTRY n 7.5'?� V Ia `9' 4.9' 0 t CC I N o.5=-�I -O.6' 2.0' U Li I (" • N1/2" �i In I tri REBAR V tO .0.6219 1 STORY .� Cr ` in N. w l b L� STUCCO AC PAD ;\ W W ¢ I �9• N0. 1586 ? rom o w I a o 0 r. w O o w d o cD Q14144� z In I LOT 144 N Z �, (N co• z w " I N „ CD ez 00 I a O 28.1' 0.7�I 0 Z i 37.3' 13.9'. . . 0.4' 40 Ln 20.0' °0 ZS I ,__:=2_ FLORIDA b • , 0.9' n ROOM PAVER CO V I • In eulol i N• LOT 145 IRON PIPE I • - N: 1 L8.1704 0.2' 1.0' 1.4' S / 0.3, $ o N 00'34'42' W 37,32' IRON PIPE 1/2" ` 1.3' 3 X-CUT h " N 00'34'00.. W) RLS.4144 N 06'30'52" W 44.47' (M) ON PAVERS P • 37.00' (R) N 06'45'00" W 44.47' (R) en a, LOT 137 � ° 47 1/2" = z REBAR LB.6219 FLOW ZONE "X" - AREAS OLILHMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE "X(SHADED)" - AREAS Of 0.2%ANNUAL CHANCE FLOOD-, AREAS OF 1%ANNUAL CHANCE MOTH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR MOTH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. \J E Y 0 �, GENERAL NOTES: J % S 1. BEARINGS ARE BASED ON PLAT BOOK 47, PAGE 858 2. STRUCTURE NO.1586 SHOWN HEREON UES MTHIN FLOOD ZONE X AS BEST DLILHMINED ASSOCIATED SURVEYORS INC. FROM F.E.M.A. FLOOD MAPS PANEL N0.EX8T DATEDf 06/03/2013 3. THIS IS A SURFACE SURVEY ONLY. 1HE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND Q UTILITIES, IF ANY, NOT DLILRMINED. 4. JURISDIC110NAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVE LAND & ENGINEERING SURVEYS 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS MERE LK.......................,)I NOT SARCED BY THIS SURVEYOR FOR EAEMENTS, TITLE, COVENANTS, B.R.L.'S3846 BLANDING BOULEVARDRESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. CKSONVILLEFD6. THE HEAVY UNE SHOWN HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. 7. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. 904-771-6468j L ACBAIR CONDITIONER O TIFICATE OF AUTHORIZATION NO. LB 0005488 E BTLBUILDING TIEBUILDING TRICTIDN LINER = RAD IUSSIDNAL SURVEYOR 6 MAPPER S S VG BTN BETWEEN RR) = RECORD E (C) COMPUTED FROM RECORD N CH C&R CHORDRLS = REGISTERED LAND SURVEYOR ANTS & RESTRICTIONS R/W = RIGHT OF WAY I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY D (RNR) CAN NOT READ 'TYP) = TYPICAL DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL CONC CONCRETE 0 SET IRON PIPE (IP) OR REBAR STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050 EBVD = ELECTRIC Ba -ASSOC SURV' OR LB. 5488 THROUGH 1 .052, FLORIDA '0'TNI TRATIVE CODE, CHAPT " 472, F.S. ET = ELECTRIC TRANSFORMER L PAD FOUND IRON PIPE(IP) OR PIN ,1, ■ FOUND CONCRETE MONUMENT(CM) iool B LEA = LENGTRI�CFARC TRANSFORMER AUTHORITY X CROSS CUT OR DRILL HOLE / B LB = LICENSED BUSINESS ® NAIL& DISC LS LICENSED SURVEYOR -X-X-X-X-X-X-X-CHAIN UNK FENCE - R CM) = MEASURED -I-I-I-1- METAL FENCE BY: �� S E -V-V- V--W-W- WIRE FENCE NLD = NAIL L DISC n n n n n n n WOOD FENCE CHA'LES 8. HATCHER FLORIDA CERTIFI'ATE NO. 3771 V ORB = OFFICIAL RECORDS BOOK VINYL FENCE A 1 �., I DRV = OFFICIAL RECORDS VOLUME - OVERHEAD UTILITY CNA"LES L. STARLIN' FLORIDA CER ICATE NO. 4579 A PC = POINT OF CURVE FIRE HYDRANT RAYMOND J. SCHAE' R FLORIDA CER IFICATE NO. 6132 T PCC = POINT OF COMPOUND CURVE14 PHONE RISER I PEG = POOL EQUIPMENT PAD PI = POINT OF INTERSECTION . UTY POLE ®' -WATER METER JOB NO. 71330 DATE 01/29/2018 N PRC = POINT OF REVERSE CURVE ' Un DIAMt1 LK PRM - PERMANENT REFERENCE MONUMENT F GUY ANCHOR SCALE: 1" = 20' DRAFTER R.J.S, S PT = POINT OF TANGENCY PLS = PROFESSIONAL LAND SURVEYOR D' - CENTRAL ANGLE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER MAP SHOWING BOUNDARY SURVEY OF LOT 144 ACCORDING TO THE PLAT OF SELVA LINKSIDE UNIT 2 AS RECORDED IN PLAT BOOK 47 , PAGE(S) 85, 85A AND 85B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. COMMUNITY DEVELOPMENi CERTIFIED TO: APPROVED VINCENT MARINO] __-fie -� c L/NKS/DE DRIVE 0 (50' R/W) 0 LL h5 . a S 05'58'34" E 36.69' ' (R) , OO ' e `- 1)c j �S ,, 1/2" S 05'57'24' E 36.66' (M) s �4)• 4AREBAR R=1358.12' L=36.66' (M) S' vL 1/2' 1.S° 0. P.R.C. REBAR s e-9 7.5' JEA EASEMENT • 0 O U]' N• M i - - - - - - / 'rn O / 2.9' N c. COM r.../ 22.8' - ON M / CONC. m UNE vi •, a J CONC. STOOP a 'X-CUT I DRIVE M P.C. N S 06'45'00" E COVD 1/2" 11 .00' (R) ��CONC. IRON PIPE S 06'56'19' E 11.04' (M) 411 I 23.3' ^ 7,5.2 ENTRY 19.1704 v 9• • J 4.9 0.5� f 0.6' 2.0' N u D 1/2" iii REBAR ^ (00 W I 4 CO n LB.6219 Ct \LI1 STORY `AC `� I\ CD , W I o ti STUCCO PAD � W W I ?9. NO. 1586 N ). U) o k.c. Qg o�� M W • 0 0 tt W '-z o to Q h • .CN z �n 1 LOT 144 N 1.6 3 �� Co °f N w L N 3 • Z < O dak0.QCO I 0.7'-al N O lich Z I. . 28.1'k_Wil . . . . 37.3' 13.9' L 0.4' 40 to I u 20.0' 0.9' a j 0 FLORIDA . Co i. ROOM PAVER _.. _... V I _..1_ • Petto rn I Z ° L _ 1/2' LOT 145 IRON PIPE I . CV. 0.2' 1 �1.0' L8.1704 1.4' w..-. g 1 1 , 1 i g . 1 , U U U g i I 0.3' 1/2" 1.3' g n N 00.34'42' IRON PIPE X-CUT o W 37.32' (M) RLS.4144 N 06'30'52' W 44.47' (M) ON PAVERS N 00'34'00" W W 37 34 W N 06'45'00" W I.S 8 (R) 44.47' (R) IN n LOT 137 CO °' co 1/2" Z z REBAR LB.6219 FLOOD ZONE "X" - AREAS DLIERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE "X (SHADED)" - AREAS OF 0.2%ANNUAL CHANCE FL000: AREAS OF 1X ANNUAL CHANCE WTH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WTH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. V E Y c.)." \ GENERAL NOTES: K % R 1. BEARINGS ARE BASED ON PLAT BOOK 47, PAGE 856 'S 2 STRUCTURE NO.1586 SHOWN HEREON UES WTHIN FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO.408 DATED 06/03/2013 ASS 0 C I A T E D SURVEYORS INC. 3. THIS ISA SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTILITIES, IF ANY, NOT DETERMINED. Q 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SUR\ LAND & ENGINEERING SURVEYS 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS MERE UJ NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS, B.R.L'S N 3846 BLANDING BOULEVARD RESTRICTIONS, CLOSURES, TAKINGS CR ORDINANCES, ETC. 6. THE HEAVY LINE SHOIW HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. 4 JACKSONVILLE, FLORIDA 32210 7. UNI FSC OTHERW E STALED ALLIRON PEES FOUND HAVE NO IDEM TIFlCATION. ? 904-771-6468 AC AIR CONDITIONER J % E BRL BUILDING RESTRICTION LINE PSM = PROFESSIONAL SURVEYOR I. MAPPf O CERTIFICATE OF AUTHORIZATION NO. LB 0005488 Br BUILDING TIE R = RADIUS S S V G BTN BETWEEN <R) - RECORD E CC) COMPUTED FROM RECORD RLS = REGISTERED LAND SURVEYOR N CIR COVENANTS 6 RESTRICTIONS R/W = RIGHT OF WAY I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY D U CH CANNOTREAD (TYP) = TYPICAL DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL CONC CONCRETE 0 SET IRON PIPE (IP) OR REB. STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050 & EBVD ELECTRIC BOX • 54 'FOUNDOIRON PIE(I)LB.OR P11 THROUGH 1 .052, FLORIDA ••0INN.?F2ATIVE CODE, CHAPT 472, F.S. A JEA ELECTRIC CKSONVILLE ELECTRIC LPAD AUTHORITY z FOUND CROSS CUT EN DRILL NT H0 01 B L LENGTH OF ARC ®. NAIL& DI) ` ) B LB = LICENSED BUSINESS -X-X-X-X-X-X-X-CHAIN UNK FEN( R LS - LICENSED SURVEYOR -I-I-I-I- METAL FEW �_`iJjO (R) = MEASURED -W.-W-W-.-W-W_--µ-W-- WIRE FEW BY: "�� E NaD = NAIL 6 DISC n n n n n n n WOOD FENT CNA,LES 8. HATCHER FLORIDA CER1IF'ATE NO. 3771 , ORB = OFFICIAL RECORDS BOOK wNYL FEW I ORV = OFFICIAL RECORDS VOLUME OVERHEAD UT1U CHA'LES L. STARLIN/ FLORIDA CER ICATE NO. 4579 A PC = POINT OF CURVE FIRE HYDRAI RAYMOND J. SCHAE" R FLORIDA CER IFICATE NO. 6132 T PCC = POINT OF COMPOUND CURVE l : PHONE RIS PEG = POOL EQUIPMENT PAD .WATER MET IPI = POINT OF INTERSECTION ® .UTILITY PO O PRC = POINT OF REVERSE CURVE 13 PO JOB NO. 71330 DATE 01/29/2018 N PRM = PERMANENT REFERENCE MONUMENT GUYµms, SCALE: 1" = 20' DRAFTER R.J.S. s PT = POINT TANGENCY F CENTRAL AN( PLS = PROFESSIONAL LAND SURVEYOR <" NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER