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1850 MEALY ST - STEEL BUILDING 1-01P w` . CITY OF ATLANTIC BEACH s> 800 SEMINOLE ROAD 51,. ATLANTIC BEACH, FL 32233 o;t 1) INSPECTION PHONE LINE 247-5814 ACCESSORY - SINGLE OR TWO FAMILY ACCESSORY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ACC17-0040 Description: construct enclosed steel building on concrete Estimated Value: 20000 Issue Date: 7/21/2017 Expiration Date: 1/17/2018 PROPERTY ADDRESS: Address: 1850 S MEALY ST RE Number: 172374 0155 PROPERTY OWNER: Name: GLAWE RANDALL S LIVING TRUST Address: 1656 PARK TER W ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Address: 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. * 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. Jry Permit Conditions City of Atlantic Beach Permit Number: ACC17-0040 Description: construct enclosed steel building on concrete Applied:5/9/2017 Approved: 7/21/2017 Site Address: 1850 S MEALY ST Issued:7/21/2017 Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:GLAWE RANDALL S LIVING TRUST Parent Project: Contractor: <NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 5/19/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 2 5/19/2017 ADDITIONAL COMMENTS INFORMATIONAL PUBLIC WORKS Jennifer Perrone Notes: Water retention area must remain unchanged. Printed: Friday, 21 July,2017 1 of 1 I RAI47 �/�;. CITY OF ATLANTIC BEACH Js `-`> 800 Seminole Road Atlantic Beach, Florida 32233 ;) Telephone(904)247-5800 911, FAX(904)247-5845 J;319� REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 7/7//, Received by: Resubmitted: Permit Number: j\CC(7-004 0 II Original Plans Examiner: Project Name: S-tee. l 61c-t Project Address: l E550 i\A.GgLLt S T Contractor: Contact Name: RAN 0 y G LA WG Contact Phone : Z 34 ` 6,5 {•• Contact e-mail: R.Qx G.LAw6 @_ LiHoo.C-o n1 Revision/ Plan Check/Permit Fee (s) Due: $ Description of Proposed Revision to Existing Permit: �Gc !7-Poy7 on ,;. ( O iY Q �-ts 4, a ci c-1 v 4oe C, n a pptE Ayr,. markt e r‘ Skee+ Z 0-c . l hetos `c e$ boil Additional Increase in Building Value: $ l6 ,e( Additional S.F. Site Plan Revised: Public W/U Approval: • By signing below. I (print name) _ �L � dee," affirm that the above revision is inclusive of the . ...sed c ges. 7//3/17 Signatt of Contractor/Agent(Contractor must sign if increase in valuation) Date C / Office Use Only Date: Approved: V Rejected: Notified by: Plan Review Comments: P • • y review required Yes No 4 aui Warming & oning Plans Examiner iblic Works �2 i t 7 �'Ptxi�ttc Uti ities Public Safety Date Created 4!13/16 Rev.3 Fire Services 5i•IJ‘J*Jr) ZONING REVIEW COMMENTS ;,;� s f City of Atlantic Beach s)) Community Development Department ) 800 Seminole Road Atlantic Beach,Florida 32233-5445 �f�S39r Date: 6/26/2017 Permit: ACC 17-0040 Applicant: Randy Glawe Review: ZONING Address: 1656 W. Park Terrace, Atlantic Beach Site Address: 1850 S MEALY ST Phone: 234-7654 RE#: 172374 0155 Email: rickglawe@yahoo.com <<<�� zap t70o� 2sN� - ate ' ` � Correction Comments 1. Height: Section 24-17 requires height to be measured from average calculated grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. The height was not provided. 2. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing setbacks from all new elements to property lines. 3. Valuation:The valuation of the project was not listed on the application. 4. Tree Removal: Section 23-21 requires a Permit for Tree Removal on all major development on all existing developed sites having any structure or vehicle use areas where additions, renovations, upgrades or site changes are intended or anticipated within a two-year period of time when any such activity is valued at ten thousand dollars ($10,000.00) or more. If no trees will be removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. 5. Distance Between Structures: Section 24-151(2) states that no accessory building or structure shall be located closer than five (5) feet to any other building or structure on the same lot. Any accessory building or structure located closer than five (5) feet to a principal structure shall be considered attached. Please provide the distance between the proposed and existing structure. 6. Building Measurements: Please provide the measurements of the building on the site plan. Informational Comments �v�y�'IS -r ��7// 7 rrou-le�,? I44,4i D :l(-Aµ 2 `! -$sS Zoning Planner TREE & VEGETATION AFFIDAVIT City of Atlantic Beach o Department of Community Development Planning&Zoning Division r �r 800 Seminole Road Atlantic Beach,FL 32233 • " (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION Owner(s) E Legal Authorized Agent* NAME OF APPLICANT eej jf /( NAME OF COMPANY ADDRESS OF COMPANY PHONE CELL EMAIL CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 175-0 If an address has not been assigned to this properly,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION � ct.y/ /7/ -,ked, �( 7 a,RLOT 11 BLOCK SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL 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 I have participated in a pre-application meeting with the Administrator of those regulations. Subsequent) hat n. ulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-des ".ed or a• .cent• •p: ies in conjunction with this project. SIC ATURE OF OWNER SIGNATURE OF OWNER / Signed and sworn before me on this/3 day of J ( . ,2_0(7by State of l r County of n 0 v Identification verified: C 4 00-_7 4 46 Oath sworn: r Yes [ No � g,•, TONI• MY COMMISSION t Er 924951 • EXPIRES:October 6,2019 Notary Signature p °• Bnded Thru Notary Pubic UndewritersREVJiPR v1o.12 My Commission expires: City of Atlantic Beach APPLICATION NUMBER Building Department \ 800 Seminole Road (To be assigned by1the Build�ingDDepartment.) - • Atlantic Beach, Florida 32233-5445 ACI 1 ^ D` — Phone(904)247-5826 • Fax(904)247-5845 I G 01119' E-mail: building-dept@coab.us Date routed: DS` r I I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 ‘%St) k1-any c . De.artment review re•uired Yes No 4 .uild••. _- Applicant: ©t 3(1 Q� 41_ &Zonin• Tree Administrator == Project: f1 SA1A11 -"L'"'t (� S l bk-tt Arno ,...__ pI\ Lb n(.,(PQ. Public Utilities Public Safety == FireireServices 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. (Circle one.) Comments:5- r A tv wit;BUILDING � % • ce PLANNING &ZONING5( 31/' Reviewed by: Date: ( / TREE ADMIN. Second Review: roved as revised. I 'Approved ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ElDenied. Comments: Reviewed by: Date: 'ed 07/27/10 - �"''�''"i > ZONING REVIEW COMMENTS r, r � � ,,. \ City of Atlantic Beach °'"`;"} Community Development Department --) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Date: 6/26/2017 Permit: ACC 17-0040 Applicant: Randy Glawe Review: ZONING Address: 1656 W. Park Terrace, Atlantic Beach Site Address: 1850 S MEALY ST Phone: 234-7654 RE#: 172374 0155 Email: rickglawe@yahoo.com Correction Comments 1. Height: Section 24-17 requires height to be measured from average calculated grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. The height was not provided. 2. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing setbacks from all new elements to property lines. 3. Valuation:The valuation of the project was not listed on the application. 4. Tree Removal: Section 23-21 requires a Permit for Tree Removal on all major development on all existing developed sites having any structure or vehicle use areas where additions, renovations, upgrades or site changes are intended or anticipated within a two-year period of time when any such activity is valued at ten thousand dollars ($10,000.00) or more. If no trees will be removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. 5. Distance Between Structures: Section 24-151(2) states that no accessory building or structure shall be located closer than five (5) feet to any other building or structure on the same lot. Any accessory building or structure located closer than five (5) feet to a principal structure shall be considered attached. Please provide the distance between the proposed and existing structure. 6. Building Measurements: Please provide the measurements of the building on the site plan. Informational Comments Zoning Planner � ;�i�LyrJJ� s CITY OF ATLANTIC BEACH :J .' • ss\ 800 Seminole Road • �i k J Atlantic Beach, Florida 32233 J r Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR4 5. , � ' , CORRECTIONS TO REVIEW COMMENT ' ;► ' JUL i 4 2011 k Date: 7/75//7 Received by: Resubmitted: .:e ' g,' Permit Number: I\CC(7-004 v Original Plans Examiner: Project Name: S tee.( h I CV Project Address: l e)50 M.cgU-j S T Contractor: Contact Name: Rpt fV 1.Li C LAGOS Contact Phone : Z 34 7c254 Contact e-mail: FlCK.G LA 3 . 7 A Koo, Co i1 Revision/Plan Check/Permit Fee (s) Due: $ Description of Proposed Revision to Existing Permit: .ice: 17-, 7 O • = a- u - Cl- - MEM as a. • � - a — S - - I • • k Mi • din ealy Additional Increase in Building Value: $ id;,,,�4> Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print name) _ et - . affirm that the above revision is inclusive of the .•sed c . ges.� 7// /i7 Signat of Contractor/Agent(Contractor must sip if increase in valuation) Date Office Use Only Date: 9--/7✓/7 Approved: , Rejected: Notified by: Plan Review Comments: r ;, uuuailaj,iint review re.uired Yes No / .SnF di Plannin. &Zonin. Tree Administrator == Plans Examiner APublic Works .`7i 7 Public Safety == Fire Services Date Created 4/13/16 Rev.3 LAN'i . ZONING REVIEW COMMENTS `S J•� '� City of Atlantic Beach Community Development Department 15v v 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 6/26/2017 Permit: ACC 17-0040 Applicant: Randy Glawe Review: ZONING Address: 1656 W. Park Terrace, Atlantic Beach Site Address: 1850 S MEALY ST Phone: 234-7654 RE#: 172374 0155 Email: rickglawe@yahoo.com Correction Comments f/2va 4-0 - 1. Height: Section 24-17 requires height to be measured from average calculated grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. The height was not provided. 2. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing setbacks from all new elements to property lines. 3. Valuation:The valuation of the project was not listed on the application. 4. Tree Removal: Section 23-21 requires a Permit for Tree Removal on all major development on all existing developed sites having any structure or vehicle use areas where additions, renovations, upgrades or site changes are intended or anticipated within a two-year period of time when any such activity is valued at ten thousand dollars ($10,000.00) or more. If no trees will be removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. 5. Distance Between Structures: Section 24-151(2) states that no accessory building or structure shall be located closer than five (5) feet to any other building or structure on the same lot. Any accessory building or structure located closer than five (5) feet to a principal structure shall be considered attached. Please provide the distance between the proposed and existing structure. 6. Building Measurements: Please provide the measurements of the building on the site plan. Informational Comments /77/1 ;J t Cir.t.r1a'• L!/� �. Zoning Planner , r S y�,y; TREE & VEGETATION AFFIDAVIT u. City of Atlantic Beach so Department of Community Development "r Planning&Zoning Division � 800 Seminole Road Atlantic Beach, FL32233 t_-)109%., (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION i<Owner(s) 1— Legal Authorized Agent* NAME OF APPLICANT ee‘f.-Gki( - /Ge NAME OF COMPANY ('yam ` ADDRESS OF COMPANY PHONE CELL EMAIL CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION • STREET ADDRESS OF PROPERTY 175'0 re,r /7 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 aces/1/✓/ 2(CCL'c/5! L/ ( 7%eA LOT ii BLOCK SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL 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 I have participated in a pre-application meeting with the Administrator of those regulations. Subsequent-.l-affihat n. =?,ulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-des ribed or a . cent. .p: ies in conjunction with this project. SI ATURE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this/3 day of 06 ,2_0(7,by State of P County of I ) 0 V Q Identification verified: (4 j__'7 O _4 C-' - 1 O ( ` 0 (— Yes No .:( Oath sworn: ` ( \ = \c �ER ' L ° ;% myTcoNGsli LF.RFg2E4,51 l ' •'os EXPIRES:October 6,2019 I Notary Signature .J ''Fc .-" B ndcd Thr Notary Public Undanvr3ers 1. REV-71 A-v10.t2 "" My Commission expires: r51,Alvr,, City of Atlantic Beach APPLICATION NUMBER JS 't • `i v� Building Department (To be assigned by the Building Department.) r • . 4 1:p 800 Seminole RoadECETC/ G� I� 0 Atlantic Beach, Florida 32233-5445 ''�� l lJ Phone(904)247-5826 • Fax(904)247-5 A"...011of; !P E-mail: building-dept@coab.us MAY 15Date routed: 0S I`�Gi I l l City web-site: http://www.coab.us 201? f APPLICATION REVIEW AND-TRACKING FORM Property Address: \ NAM SA- • De.artment review re•uired Yes No _1111111111=111111 =- Applicant: oo(1 a / Planning &•ZoninIMMI - Tree Administrator Project: \* Ste\( - -nc lc t S A 10LLakt lati,...__e_l L L(1�- 'Public Utilities 0 _- 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. (Circle one.) Comments: -fee )4 / rt d 62'/74i�✓{( / BUILDING J PLANNING &ZONING w �,(,L ',,Cq Reviewed by4,,W1 Date: TREE ADMIN. Second Review: /Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 /Ir ' �rzs���hune��� ,,�_ �cc�� � goo o icf7 k40 / ___Z07-33 �'!1 !(•LVv (" � ‘i 1 ioy4 o Coiter�� !l0 k 11/4f 3ceJ'v ze iloto t ‘t-lle bo aile6 se roZ, fo kW 7r4kr‘d IQ% #44/44 4.34 e 2-- 23o an X30 /1016 - rpo <LA : City of Atlantic Beach �� APPLICATION NUMBER J , Building Department (To be assigned by the Building Department.) 800 Seminole Road c/ t l _ O`�-1 0 D i z Atlantic Beach, Florida 32233-5445 E 7� l Phone(904)247-5826 •• Fax(904); 1D G 0,0,,- •E-mail: •building-dept@coab.us Date routed: 05-1 1/111- City web-site: http://www.coab.us MAY 1�5 2017 Y 1 APPLICATION REVIEW AND TRACKING FORM Property Address: 1 SSD 14-Lat-y Sk • Department review requiredYes No uild. Applicant: OlA (\.Q/( Planning & Zonin J d C,n n Tree Administrator Project: � L(1 itS1� C�DSC J`�c—cambt.ta Dn Lb NL-0---Q. �ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Xr t 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: roved. ❑Denied. (Circle one.) Comments: r BUILDING /"/0 PLANNING &ZONING / ` / Reviewed by: ' I� Date: �� 7 TREE ADMIN. Second Review: I (Approved as revised. ❑Denied. • PU WORK$ Comments: UBLIC UTILITIES 0--/3 — I, PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I lApproved as revised. ['Denied. Comments: I I Reviewed by: Date: I Revised 07/27/10 rli.-v./:,.), City of Atlantic Beach APPLICATION NUMBER 'i_ ' ;s� Building Department (To be assigned by the Building Department.) r �..- J 800 Seminole Road C C '�1 _ GC4I� ' ') Atlantic Beach, Florida 32233-5445 t lJ �v_ v Phone (904)247-5826 • Fax (904)247-5845 I -1'."--405119'r• E-mail: building-dept@coab.us Date routed: Del OGf i 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 .S-t) Itki CAN S- • Department review required Yes1/No ,� / guIld Applicant: () A)(1�1 lanning &�Zonin` Tree Administrator Project: \r\S—VtA k k -L n(�1�-( a 5 -e-� bt-1-(0-t P- ~' ON Lb M-1 )----Q_ Public Utilities 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: APPLI TION STATUS Reviewing Department First Review: Approved. Denied. (Circle on . Comments: ,/i t 0 ci___ BUILDING I�/ PLANNING &ZONING Reviewed by: / / Date: 5-.c2-317 TREE ADMIN. Second Review: ❑Approved as revised. fDenie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: . Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: • Revised 07/27/10 �•' 1,S � Building Permit Application OFFICE COPY ii \;,; City of Atlantic Beach r 800 Seminole Road, Atlantic Beach, FL 32233 `ma'`'r Phone: (904)247-5826 Fax: (904) 247-5845 ', Job Address: 150 Avea- a S. 0: 101ttloch f. /\Ce (�– C1O L' 'ermit Number: Legal Description 1- "In j"--/ 25 20c- 'p(f Indus-hi/ a2,a tot/I RE# Valuation of Work(Replacement Cost)$2/ LO/�% Heated/Cooled SF Non-Heated/Cooled • 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: . &4 oced Svet bu.c) A Con ei, ske Florida Product Approval# for multiple products use product approval form Prope Owner Information Name: 6 Ow, Address: ?' 7 . lc.) • City l ' L' )662C,in State f' Zip ,933 Phone q)L/ 6234 r)1/5--1/ E-Mail rlC'LgIan, @ tietiho2).6-ro Owner or Agent(If Agent, Po er of Attorney or Agency Letter Required) Contractor Information \!. • Name of Company: _ 10( – Qualifying Agent: Address City State Zip Office Phone Job Site/Contact Number tate Certification/Registration# E-Mail Architect Name&Phone# Engineer's Name& Phone# Workers Compensation 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 RECORDIN9L f'9OJR N ICE OF COMMENCEMENT. 'Signature of Owner or Agent including Contractor) (Signature of Contractor) Signed an sworn to(or affirmed)before me this day of Signed and sworn to(or affirmed) before me this day of C , 201 7 by�ca ( 1 1 6_ Gc c•�.�� , by s ,a, o Notary Public,/e. I(SIOa' -o A.ary) (Signature of Notary) n—a Commission4 FF 63906 n��' My comm.expires• t.14,2018 [ [Personally Known OR [ J Personally Known OR LJ-Produced Identification [ J Produced Identification 0 Type of Identification: /-7 • A Type of Identification: OFFICE COPY THIS INSTRUMENT PREPARED B': Hathaway&Reynolds.PA. 115 Professional Dr.Ste 101 Poste Vedra Beach.FL 320 RETURN TO: 7athaway&Reynolds,PA. .15 Professional Dr,Ste 101 Note Vedra Beach,FL 32082 RE PARCEL 10*172374-0155 SPECIAL WARRANTY DEED This Special Warranty Deed,dated effective October 29,2007,is by and from George M.Kaser and Elaine O.Kaser,husband and wife whose address is: 1850 Mealy Street,Atlantic Beach,FL 32233,hereinafter called GRANTOR,to Randall S.Glave and Susan D.Glawe,Trustees of the Randall S.Glawe Living Trust,a revocable living trust,whose address is: 8115 Seven Mile Drive,Ponte Vedra Beach,FL 32082, hereinafter called GRANTEE. (When used herein the terms "Grantor" and "Grantee" shall be construed to include masculine, feminine, singular or plural as the context permits or requires and shall include heirs,legal representatives and assigns of individuals,personal representatives,successors and/or assigns.) WITNES SETH: THAT the Grantor,for and in consideration of the sum of Ten and no/100 dollars and other good and valuable consideration.the receipt of which is hereby acknowledged,by these presents does grant,bargain, sell.alien,remise,release,convey and confirm unto the Grantee,all that certain land situate,lying and being in Duval County,Florida: Lot 11,Mayport Industrial Park,as recorded in Plat Book 42,Pages 48 and 48A of the curret public records of Duval County.Florida SUBJECT TO taxes assessed subsequent to December 31,2007. SUBJECT TO covenants,restrictions and easements of record,if any;however,this reference thereto shall not operate to reimpose same. TOGETHER WITH all the tenements,hereditaments,and appurtenances thereunto belonging or in anywise appertaining,to have and to hold the same in fee simple forever. AND The Grantor hereby covenants with Grantee that,except as otherwise set forth herein,that at the time of the delivery of this deed the land is free from all encumbrances made by Grantor except as specified herein,and that Grantor will warrant and defend the title to the land against the lawful claims of all persons claiming by,through or under the Grantor,but against none other. 1 N:IFORMS-MASERAREAL ESTATE DIRECTORY-S RIDWELLS\BUYER-SE L R CLOSIIIG DOCUMENTS\DEEDSISPECIAL WARRANTY DEEDDOC Iii i 4 IN WITNESS WHEREOF,the Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered OFFICE COPY in the presence of: "GRANTOR" j Witness Name: )'i2L ,I? hC v •�i� f w� George M.Kaser ,, Witness Naffe�. !�f 'IP ti. E .' e O.Kaser STATE OF FLORIDA COUNTY OF ST.JOHNS The foregoing instrument was acknowledged before me this 29th day of October, 2007 by George M. Kaser and)lai 9. Kaser,husband and wife,who are_personally known to me or have produced phat ..f j for iden . :tion -tel s , Notary name: Notary public, State of Commission No. My commission expires: (Notary Seal) ""As, othy Shipp ; Q� "nitstion tar res:Jan Arum,atinai:ne7/8.1 br II' 2 N:IFORMS-MASTER REAL ESTATE D RECTORY4 REDWEL S\BUYER-SELLER CLOSING DOCUMENTSADEEDs'SPEQAL WARRANTY DEEDDOC GLAWE RANDALL S LIVING TRUST Primary Site Address Official Record Book/Page Tile# 1656 PARK TER W 1850 S MEALY ST 14248-00449 9417 ATLANTIC BEACH,FL 32233 Atlantic Beach FL 32233 GLAWE RANDALLS OFFICE COPY GLAWE SUSAN D 1850 S MEALY ST Property Detail Value Summary RE# 172374-0155 2016 Certified 2017 In Proaress Tax District USD3Value Method Income Income _ Property Use 4893 Warehouse/Storage Total Building Value $0.00 $0.00 #of Buildings 1 Extra Feature Value $0.00 $0.00 Land Value(Market) $67,560.00 X7,560.00 Legal Desc. For full legal description see Land&Legal section below Land Value(Aeric.) $0.00 $0.00 Subdivision 04205 MAYPORT INDUSTRIAL PARK 3ust(Market)Value $403,600.00 $398,400.00 Total Area 20932 Assessed Value $403,600.00 $398,400.00 The sale of this property may result in higher property taxes.For more information go to Save Cap DIM/Portability Amt $0.00/$0.00 $0.00/$0.00 Our Homes and our Property Tax Estimator.'In Progress'property values,exemptions and Exemptions $0.00 See below other supporting information on this page are part of the working tax roll and are subject to change.Certified values listed in the Value Summary are those certified in October,but may Taxable Value $403,600.00 See below include any official changes made after certification Learn how the Property Appraiser's Office values property. Taxable Values and Exemptions—In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions Sales History 1 Book/Page Sale Date Sale Price Deed Instrument Type Code I Qualified/Unqualified Vacant/Improved 14248-00449 10/29/2007 $585,000.00 SW-Special Warranty Qualified Improved 09185-03293 12/30/1990 $127.00 QC-Quit Claim Unqualified Improved 06386-02002 8/20/1987 $40,000.00 WD-Warranty Deed Unqualified Vacant 4 Extra Features LN Feature Code 1 Feature Description Bldg. I Length I Width Total Units Value 1 PVCC1 Paving Concrete 11 0 0 9,300.00 $10,946.00 2 FCBC1 Fence Chain Barbed 1 0 0 600.00 $2,370.00 3 MZWC6 Mezzanine Wood 1 0 0 982.00 $21,059.00 Land&Legal Land Legal LN Code Use Description Zoning i Front Depth I Category I Land Units I Land Type Land Value I I LH I Legal Description i 1 4000 I LIGHT INDUSTRIAL ,AL1W 10.00 0.00 I Common 22,520.00 I Square Footage j $67,560.00 I 1 42-48 17-2S-29E 2 MAYPORT INDUSTRIAL PARK I 3 LOT 11 Buildings Building 1 Building 1 Site Address Element Code Detail 1850 S MEALY ST Unit Atlantic Beach FL 32233 Exterior Wall 25 25 Modular Metal Roof Struct 9 9 Rigid Fr/Bar J Building Type 4803-WISE STORAGE j Roofing Cover 12 12 Modular Metal Year Built 1988 Interior Wall 1 1 Masonry MinBAs Building Value $244,231.00 Int Flooring 3 3 Concrete Fin Heating Fuel 1 1 None Type I Gross Area I Heated Area Effective Area I Heating Type 1 1 None n Base Area 5018 5018 5018 I Air Cond 1 1 None zI,-�- � Fair Office 982 982 1718 I Comm Htg&AC 0 0 None Total !6000 6000 6736 I Comm Frame i 5 5 S-Steel Element I Code Baths 2.000 Stories 1.000 Rooms/Units 4.000 Avg Story Height 24.000 Restrooms 2.000 2016 Notice of Proposed Property Taxes Notice(TRIM Notice), OFFICE COPY Taxing District Assessed Value Exemptions 1 Taxable Value ast Year I Proposed I Rolled-back Gen Gov Beaches $403,600.00 $0.00 $403,600.00 $3,289.82 $3,289.82 $3,087.02 Public Schools:By State Law $403,600.00 $0.00 $403,600.00 $1,965.13 $1,837.99 $1,896.11 By Local Board ;$403,600.00 $0.00 $403,600.00 $907.29 . $907.29 $875.41 FL Inland Navigation Dist. $403,600.00 $0.00 $403,600.00 $12.92 $12.92 $12.07 403 600.00 $0.00 403 600.00 $1,343.38 $1,343.38 $1,281.59 Atlantic Beach $ $ , $116.44 $116.44 i URN/MD 403 600.00 $0.00 $403,600.00 $122.01 Water Mgmt Dist.S] $ $ Gen Gov Voted $403,600.00 $0.00 $403,600.00 $0.00 $0.00 ' $0.00 School Board Voted $403,600.00 $0.00 $403,600.00 $0.00 $0.00 $0.00 Urban Service Dist3 $403,600.00 $0.00 $403,600.00 $0.00 $0.00 $0.00 I Totals $7,640.55 $7,507.84 $7,268.64 _ 'Just Value Assessed Value Exemptions Taxable Value Last Year $403,600.00 $403,600.00 $0.00 $403,600.00 Current Year +$403,600.00 $403,600.00 $0.00 $403,600.00 2016 TRIM Property Record Card(PRC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices)in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2016 2015 2014 •To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here: More Information ontact Us I Parcel Tax Record I GIs Map I Map this property on Google Maps I City Fees Record laf .- ...,.. .� y, FILE COPY CITY OF ATLANTIC BEACH 0 WNER / BUILDER AFFIDAVIT • I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE TI-IE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR Al.1'ER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR: YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE"IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826) IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. iii .-0 iiked i, , r- zr,--7451,- ADDRESS / f P ONE NUMBER PRINT NAME] 77/15 SIGNAT 'E 0001.- DATE l,G B=ore me this L4 ri (�/�day of I ,, 20 l' in the county of L.uval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are true and accurate. Notary Public at Large,State of C L ,County of f-)U`l 4- ❑Personal) Known •':p'+'':'n, JENNIFER JOHNSTON yD Produced Identification- ' Q-I( S V<< 's� '` A. ..al " MY COMMISSION#GG 042964 :N: "". EXPIRES:October 27,2020 '•',B•,FC°o' Bonded Thru Notary Public Underwriters ABM Notary Signature: . - . Il i F:BLDG/Owner-Builder Affadavit;' I ED:4/16/2009 / BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. METAL UTILITY STRUCTURES INSTALLATION PLANS, DETAILS, AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA ENCLOSED BUILDINGS PREPARED FOR: Carports Anywhere, Inc. PO Box 776 Starke, Florida 32091 PREPARED BY: Bechtol Engineering and Testing, Inc. 605 West New York Avenue DeLand, Florida 32720 THIS IS TO CERTIFY THAT THE FOLLOWING CALCULATIONS AND SPECIFICATIONS, SHEETS 1 THROUGH 11 OF 11, HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 16 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014). `���IIIIIIIIII// Bechtol Engin$�i .,., G, Certificate of®QION g d0. •'i� No,38538 V . *, UJ; homas :- -t: -1-.E. ATE of LQ President/�c,t cal l `m..',.0. .•' �� Florida License, ' •'' C���� CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS 605 West New York Avenue,Suite A•DeLand,FL 32720-5243•Telephone(386)734-8444 FAX(386)734-8541 I ❑ BOX EAVE FRAME RAFTER ENCLOSED BUILDING ROLL-UP DOOR SWINGING DOOR (Sheets 2,4,5,7,8,9,and 11) (�ap2Ica ) 1 AsaPpical A' F LAS!-ING- - = FLASHING LENGTH VARIES DEPENDING ON ii NUMBER AND SPACING OF RAFTERS _ _ 24'MAXIMUM RAFTER SPAN 1 TYPICAL SIDE ELEVATION-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF SCALE.Ila' SCALE I9-=I' ❑ BOW FRAME RAFTER ENCLOSED BUILDING ROLL-UP DOOR SWINGING DOOR (Sheets 3,4,6,7,8.and 10) (As applicable), tAsaoPel - - FU'S-INC- _ -- — i LENGTH VARIES DEPENDING ON _ - NUMBER AND SPACING OF RAFTERS 24'MAXIMUM RAFTER SPAN TYPICAL SIDE ELEVATION TYPICAL END ELEVATION SCALE 'fa'=I SALE. 1'8-=r METAL FRAMING AND SIDING PREFABRICATED BY MINIMUM 14 GAUGE TUBE STEEL CARPORTS ANYWHERE P.O.BOX 776 METAL UTILITY STRUCTURES-INSTALLATION PLANS, DETAILS,AND STARKE,FL 32091 FASTENER SPECIFICATIONS THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF FOR CONSTRUCTION IN THE STATE OF FLORIDA BECHTOL ENGINEERING&TESTING,INC.AND J&B BUILDING SERVICES,INC. THESE DRAWING MAY NOT BE REPRODUCED PREPARED BY: WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING BECHTOL ENGINEERING AND TESTING,INC. &TESTING.INC.,AND J&B BUILDING SERVICES,INC. 605 WEST NEW YORK AVENUE GENERAL NOTES: DELAND,FLORIDA 32720 1. RISK CATEGORY I OR II. Certificate of Authorization No.5492 1 2. WIND EXPOSURE CATEGORY B OR C. 3. ULTIMATE WIND SPEED 115 TO 150 MPH(NOMINAL WIND SPEED 89 TO 116 MPH):MAXIMUM RAFTER/POST AND END POST SPACING=5.0 FEET. 4. ULTIMATE WIND SPEED 151 TO 180 MPH(NOMINAL WIND SPEED 117 TO 139 MPH):MAXIMUM RAFTER/POST AND END POST SPACING=4.0 FEET. 5. AVERAGE FASTENER SPACING ON-CENTERS ALONG RAFTERS OR PURLINS.AND POSTS(INTERIOR OR END)=6 INCHES. 6. SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 12 OR 14 GAUGE STEEL TUBE RAFTER FRAMES. 7. ALL STEEL TUBING SHALL BE 50 KSI STEEL. 4 8. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH#12-14 x 3/4"SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6"O.C.AVERAGE. 9. ALL FRAMING CONNECTIONS SHALL BE#12-14 x 3/4"SELF-DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. 10. ALL SHOP CONNECTIONS SHALL BE WELDED. 11. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS,AND ROOF SLOPES OF 14°(3:12 PITCH).SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 12. BASE RAIL GROUND ANCHOR REQUIREMENTS ARE ONE WITHIN 6"OF EVERY POST LOCATION,AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. 13. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260.OR EQUIVALENT. 14.POST/RAFTER BRACING:BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS. BECHTOL ENG/NEER/NG AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL.ENVIRONMENTAL.AND MATERIALS TESTING ENGINEERS CeAficale o'Authorization Mo.5492 41E.D. CHECKED: JP DATE 03/10/17 PR`:'"' G17002 CR`, RR AP'RO''ED: TB .:01F NOTED SHEET 1 OF 11 26 GA.GALVANIZED METAL ROOF PANELS FASTENED LENGTH VARIES DEPENDING ON TO RAFTERS WITH#12-14 x 3/4'SOF's WITH CONTROL NUMBER AND SPACING OF RAFTERS SEAL WASHER 4 AVERAGE 6'O.C.SPACING VW A--.71 \—___\......_ Iii 24'16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITHSEE NOTES 3 AND l (2)#12.14 x 3/4'SELF-DRILLING 4(PAGE 1)FOR MAXPAUM SCREWS AT EACH END J i_ svAat (4 PER BRACE) -.'c j o I © H WV GII 0 , , TYPICAL RAFTER/POST FRAME SECTION TYPICAL RAFTER/POST FRAMING PLAN SCALE:1ir=1' SCALE:118.=1' TS BOX EAVE RAFTER NIPPLE TO _3/Ir k RAFTER }- i MINIMUM 6'LONG TS NIPPLE 24'16 GA U-CHANNEL BRACE(5'TOT RAFTER POST)OR SECURE WITH(4)#12-14 x 314'SOF's 48'16 GA U-CHANNEL BRACE(8'TO 14'RAFTER POST) BRACE ANGLE SHALL BE MIN.45° , I TO MAX,60°FROM HORIZONTAL NOTE:NO BRACE AT GABLE. TS RAFTER POST SET BRACE AT 1ST POST/RAFTER NIPPLE TO 3/W CONNECTION FROM GABLE. BASE RAL F TS CONTINUOUS BASE RAIL (SEE BRACE SECTION) MINIMUM 6'LONG IS NIPPLE • SECURE POST TO NIPPLE WITH(4)#12-14 x 3/4'SDFs 111E111E111E11I_ —TS RAFTER POST BOX EAVE RAFTER/CORNER POST RAFTER POST/ O CONNECTION DETAIL CI BASE RAIL CONNECTION DETAIL Not To Scale Not To Scale I IZI tst 16 GAUGE U-CHANNEL BRACE 2.1'a FASTENED TO THE LEG AND RAFTER WITH(2)#12.14 x 3/4' SELF-DRILLING FASTENERS AT EACH END(4 PER BRACE) BRACE SECTION Not To Scale BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL.ENVIRONMENTAL.AND MATERIALS TESTING ENGINEERS Cer4Rcele of Aunaltra on No.5492 CHECKED: JP fl 1 03/1 0/1 7 -`'' ''= G 17002 °'°''° RR APPROVE° TB NOTED SHEET 2 OF 11 F 26 GA.GALVANIZED METAL ROOF PANELS FASTENED LENGTH VARIES DEPENDING ON TO RAFTERS WITH#12-14 x 3/4"SDFs WITH CONTROL NUMBER AND SPACING OF RAFTERS _ SEAL WASHER @ AVERAGE 6'O.C.SPACING 0 _ 12 - - © / �3 / 24'16 GA U-CHANNEL BR AC\� FASTENED TO RAFTER WITH (2)#12-14 x 3/4"SELF-DRILLING a SEE NOTES 3AND FASTENERS AT EACH END4(PAGE I)FOR (4 PER BRACE) W MAXMM SPACING 0 © to Ilk Mr v ii O •• TYPICAL RAFTER/POST FRAME SECTION TYPICAL RAFTER/POST FRAMING PLAN SCALE:1/8'=1' SCALE:1t8'=1' NO SCREWS TS BOW RAFTER REQUIRED IN BOW BEND S '� • i, MINIMUM 6'LONG TS NIPPLE `� '� SECURE WITH(4)#12-14 x 3/4"SOFs II� 24 16 GA U-CHANNEL BRACE(5'TO T RAFTER POST)OR / 48'16 GA U-CHANNEL BRACE(8'TO 14'RAFTER POST) BRACE ANGLE SHALL BE MIN.45' TS RAFTER POST TO MAX 60°FROM HORIZONTAL r' I �-' ei NOTE:NO BRACE AT GABLE. NIPPLE �1� r TS CONTINUOUS BASE RAIL IIW-' ! E AT 1ST POST/RAFTER CONNECTION FROM GABLE. ,r (SEE BRACE SECTION) ■ MINIMUM 6'LONG TS NIPPLE SECURE BOW RAFTER AND POST TO NIPPLE WITH(4)#12-14 x 3/4' TS RAFTER POST SELF-DRILLING FASTENERS BOW RAFTER/CORNER POST RAFTER POST/ OCONNECTION DETAIL © BASE RAIL CONNECTION DETAIL Not To Scale Not To Sale 1L-11 2 114 16 GAUGE U-CHANNEL BRACE FASTENED TO THE LEG AND RAFTER WITH(2)#12.14 a 3/4" SELF-DRILLING FASTENERS AT EACH END(4 PER BRACE) BRACE SECTION Not To Scale BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSUI TING GEOTECHNICAL.ENVIRONMENTAL.AND MATERIALS TESTING ENGINEERS Certificate o'kr.aLmlon No.5492 FIELD. CHECXEO: JP t'AT 03/10117 '- '1'- G17002 °RA'A": RR APPROVED: TB NOTED SHEET 3 OF 11 BASE RAIL ANCHORAGE OPTIONS INSTALL 1/?x 6'EXPANSION ANCHOR -INSTALL 1/Y x 6'EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6'OF EACH THROUGH BASE RAIL WITHIN 6'OF EACH RAFTER POST ALONG SIDES / RAFTER POST ALONG SIDES 6'MINIMUM(Note: For Open Carports, on sides only.slab may be flush with base rail on ends) N MINIMUM 2-1/4'EMBEDMENT '— MINIMUM 2-114'EMBEDMENT I. Tilli fr (..... ,,,.„....„ i --- CONTINUOUS 4'CONCRETE PAVEMENT r. MONOLITHIC CONC.FOOTING(2500 PSI MIN.) REINFORCED WITH 2#5's CONTINUOUS A CONCRETE MONO. SLAB BASE RAIL ANCHORAGE E"{D CONCRETE SLAB BASE RAIL ANCHORAGE0 3!1 Not To Scale Not To Scala (OPTIONAL-OPEN CARPORTS ONLY) CONCRETE: Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at 28 Days. 2'WASHERS COVER OVER REINFORCING STEEL111 TS CONTINUOUS BASE RAIL For foundations,minimum concrete cover over reintordng bars shal be: 3 inches in foundations where the concrete Is cast against and permanently in contact with the earth or exposed to the earth TOP OF ASPHALT PAVEMENT DRILL 5/8'HOLE THROUGH THE or weather,and 1.112 inches elsewhere.Reinforcing bars embedded in grouted cels Shall have a minimum clear dstance of OR GROUND SURFACE BASE RAIL AND SECURE TO 114 Inch for fine grout or 1/2 Inch for coarse grout between reinforcing bars and any face of a cell.Reinforcing bars used In rT _ ANCHOR EYE WITH 1/2'DIAMETER masonry wals shall have a masonry cover(including grout)of not less than 2 inches for masonry units with face exposed to .LJ I2 THROUGH BOLT earth or weather 1-1/2 inches for masonry units not exposed to earth or weather. III=III=III=EIRE REINFORCING STEEL: EYE ANCHOR =IIIEIII III- The reinforcing steel shall be minimum Grade 40. 50 ROD 30'LONG WITH DBL 4'HELIX GALVANIZATION: (SEE NOTE 8,PAGE 1,FOR Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized in SPACING REQUIREMENTS) accordance with ASTM A 153.Class 13-2.Metal plate connectors.screws,bolts and nails exposed directly to the weather ---------...Nt shat be stainless steel or hot dipped galvanized. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. M reinforcement is bent cold: 2. The diameter of the bend,measured on the Inside of the bar,Is not less than six-bar diameters:and 3. Reinforcement partially embedded in concrete shall not be field bent. 3C GROUND BASE RAIL ANCHORAGE 4-i Tn S.ilc (CAN BE USED FOR ASPHALT, EXCEPTION: Where bending is necessary to align dowel bars with a vertical cell,bars partially embedded in concrete shall be permitted to be bent ata slope of not more than I inch of horizontal displacement to 6 inches of vertical ba'length. iii. BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSUL.TING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Ce^itrale o'A..thodtdon No.5492 TIC,) CHECKED JP DATE: 03/10/17 ';;. N' G17002 CRAG\ RR APPROVED: TB SCALE NOTED SHEET 4 OF 11 BOX EAVE RAFTER END WALL AND WALL OPENINGS SEE NOTES 3 AND 4(PAGE 1) FOR MAXIMUM 0SPACING o v - - - Nir v ink o ._ 1lI� v v II 4I�0 OPENING FOR [I,ROL�4R DOOR WITH v NONSTRUCTUYLLHEADERAft v�I�—�i�v _ w w w w TYPICAL BOX EAVE RAFTER END WALL FRAMING PLAN TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING PLAN SCALE:118'.1. SCALE.119-=T OPENING FOR WINDOW WITH -BOX EAVE RAFTERIPOST NONSTRUCTURAL HEADER ASSEMBLY AND WINDOW RAIL (Also applicable to End Walls) INTERIOR SIDE („....-TS POST :0 0 - 0 pv 0 atz-taK�a sDF@tro.c G OPENING FOR • •\ •1 40 L- ROLLOIP DOOR Wff H STRUCTURAL CPE NNG,OR SMNiING OOCR HEADER _ nnN NON • • =� 5'RICTUPAt __ E OER OA v v F EXTERIOR SIDE TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING PLAN SECTION A-A' SCALE:1/8'=1' Not To Scale 1 BECHTOL ENGINEERING AND TESTING, J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL.ENVIRONMENTAL.AND MATERIALS TESTING ENGINEERS Certificale o'AuthoHzalbn No.5492 — FIELD: CHECKED: JP DATE: 03/10/17 _"'--1') G17002 DRAWN: RR A°°RD'D TB SCALE: NOTED SHEET 5 OF 11 BOW RAFTER END WALL AND WALL OPENINGS SEE NOTES 3 AND 4(PAGE 1) FOR MAXIMUM Q v SPACING 1v vv iii v v SJir1 ANOPENING FOR �I/FOROLL-UP DOOR'WITH NON-STRUCTURAL CFENIGPoRHEADER cI�'NO°�S NUCLRN. EOEROvO WAA _ _�i� V w_. V V V TYPICAL BOW RAFTER END WALL FRAMING PLAN TYPICAL BOW RAFTER END WALL OPENINGS FRAMING PLAN SCALE:1W=1' SCALE 8'=' OPENING FOR WINDOW WITH NON-STRUCTURAL HEADER AND WINDOW RAIL 7-BOW RAFTER/POST (Also applicable;c Erd Walls) ASSEMBLY _ INTERIOR SIDE -TS POST c. 0 e Q 0 0 y - #12-14x3/4'SDF@12'O.C. O O T v e v w OPENNG FOR a ROLL-UP DOOR WITH STRUCTURAL OPENING FCK COON O HEADER � H� O O VR1/01RN KIM vA^A' �v v 0 EXTERIOR SIDE TYPICAL BOW RAFTER SIDE WALL OPENINGS FRAMING PLAN SECTION A-A' SCALE: 1:8'_+' Not To Scale Eli BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC.. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Ce-tifiaate o'Authoriza4or No.5492 FIELD: CHECKED jp DAT` 03/10117 POO-' G17002 DRAVA: RR APPROVED. TB SC:a F NOTED SHEET 6 OF 11 BOX EAVE RAFTER WALL OPENING DETAILS TS RAFTER MINIMUM 6'LONG,MINIMUM 14 GA,TS NIPPLE SECURE WITH(4)#12.14 x 3/4'SDPs TS RAFTER POST(CORNER) 1.1/2'x 1-1/Tx2 16 GA CLIP ANGLE SECURE TO RAFTER POST AND BASE iv_ 2x25216GAANGLECLIP NIPPLE TO 3/183 ► 1 r RAIL WITH(4)#12.14x34'SDFs I SECURE TO POST AND BASE RAL r RAFTER WITH#12.14 x 314' SOF's,2 ON TOP AND 2 ON SIDE 111 1111.1= 111-3.11111E111 TS END POST TS CONTINUOUS BASE RAIL OEND POST/RAFTER CONNECTION DETAIL END POST/BASE RAIL CONNECTION DETAIL Not To Scale Not To Scale TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS RAFTER POST OR END POST Tx 2'x 2'16 GA ANGLE CLIP SECURE TO POST AND EITHER TS END POST OR DOOR/ TOP OF HEADER,OR BOTTOM WINDOW FRAME POST Tx2'x2'16 GA ANGLE CLIP OF WINDOW RAIL WITH#12.14 x 3/4'SDF's SECURE TO POST(EACH SIDE)AND TS NON-STRUCTURAL HEADER, I RAFTER CH3/4 SOFIL WITH -� BASE RAIL,OR WINDOW RAIL (4)#12.14 x 314'SDF's (2)ON BOTTOM AND(2)ON SIDE NOTE:AT ROLL-UP DOOR OPENINGS, TS NON-STRUCTURAL HEADER POST SHOULD BE FLUSH WITH RAIL OR WINDOW RAIL END.CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. NON-STRUCTURAL HEADER OR WINDOW POST TO NON-STRUCTURAL HEADER, BASE O RAIL TO POST CONNECTION DETAIL RAIL, OR WINDOW RAIL CONNECTION DETAIL Not To Scale O Not To Scale BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL.ENVIRONMENTAL.AND MATERIALS TESTING ENGINEERS Certificate o'Authorization No.5492 MELD: CHECKED: jp DATE: 03/10/17 '`'- ' G17002 DCAwN: RR APPROVED: TB SCALE: NOTED SHEET 7 OF 11 BOX EAVE RAFTER WALL OPENING DETAILS NIPPLE TO 3716' ► DEC HEADER TS BOW RAFTER OR RAFTER POST MNIMUM 6'LONG, MINIMUM 6'LONG,MINIMUM 14 GA TS NIPPLE 18 ,, MINIMUM 14 GA,TS NIPPLE SECURE EACH WITH(4)012-14x314' SECURE WITH(4)1112-14 x 3/4' 111.vA` SELF-DRILLING FASTENERS SELF-DRILLING FASTENERS 1 111 __ ` DBL TS HEADER TS POST ''_ - 11111. -- 3116' ' BR TO � BASEASE RAIL RAFTER POST/DBL HEADER ODBL HEADER/POST CONNECTION DETAIL O CONNECTION DETAIL Not To Scale Not To Scale MINIMUM 6'LONG,MINIMUM 14 GA,TS NIPPLE oppr SECURE EACH WITH(4)01 x 3k' SELF-DRILLING FASTENERS 012-14x3/4'SDF C 12'0 C111 TS POST TS CONTINUOUS BASE RAIL m III=1 18 GA. 1 3718' ► MPPLE TO P' BASE RAIL RAFTER POST/BASE RAIL CONNECTION DETAIL SECTION THROUGH ROLL UP DOOR HEADER 0 Not To Scale Not To Scale NOTE: Curtain is 26 GA.galvanized steel with baked on epoxy primer 8 polyester top coal. BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL.AND MATERIALS TESTING ENGINEERS Ce^.irrale of Autlrorizelm No.5492 r"' CHECKED: JP DATE 03/10117 nR3-'" G17002 CRA": RR APPRovEo: TB SCALE NOTED SHEET 8 OF 11 BOX EAVE RAFTER LEAN-TO OPTIONS ItElXV AI _ m Er tl/ \I,v j FA'1T GA TO ANNEL RAFTER WITH 'l; Q FASTENED TO RAFTER WITH (2)#12-14 x 3/4'SELF-DRILLING SCREWS AT EACH END `I (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION v v v v v v v v �!I A!% III\ d l w TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING PLAN(BOTH OPTIONS SHOWN) SCALE:118'=1' TS RAFTER POST NIPPLE TO 3116' ► 2'x4'16 GA PLATE(ONE REQUIRED) RAFTER r SECURE TO EITHER SIDE OF 12'LONG TS 14 GA NIPPLE. :errs ear EAVE POST/RAFTER CONNECTION RAFTER SECURE POST TO NIPPLE WITH2 (4) 42 x 3/4'SDFs, RAFTER WITH(4)#12-14 x 314'SDFs 2 ON POST,2 ON RAFTER TS LEAN-TO RAFTER 00000111111 I 24'16 GA U-CHANNEL BRACE (E TO r POST) OR TS FJCTENSIDN 48'16 GA U-CHANNEL BRACE RAFTER (8 T014'POST) 2'x2'x2'16 GA ANGLE CLIP NOTE:NO BRACE AT END WALLS. SECURE TO POST AND TS RAFTER POST (SEE BRACE SECTION) RAFTER WITH(4)#12.14 x 314' SDFs,2 ON RAFTER MINIMUM 6'LONG,MINIMUM 14 GA TS 2 ON POST NIPPLE11"1111 .SECURE POST TO NIPPLE WITH (4)#12-14x314'SDFs SIDE EXTENSION RAFTER/ LEAN-TO RAFTER TO RAFTER POST 0 CORNER POST DETAIL ® CONNECTION DETAIL Not To Scale Not To Scale BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL.ENVIRONMENTAL.AND MATERIALS TESTING ENGINEERS Certificate o'Aumahalo,No.5492 CHECKED: JP DATE 03/10/17 `F`.""0i G17002 "i".". RR APPROVED: TB SCALE NOTED SHEET 9 OF 11 BOW RAFTER LEAN-TO OPTION mirr___$1 ,I L24.IEGAu-clwa+aBRACE FASTENED TO RAFTER WfTN (2)112.14 a 34'SELF-DRILLING SCREWS AT EACH END (4 PER BRACE) v v v , v v dw d!I TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING PLAN SCALE: 1'8'=1' TS BOW RAFTER 2'x4'16 GA PLATE(ONE REQUIRED) 24'16 GA U-CHANNEL BRACE SECURE TO EITHER SIDE OF (STOT POST) POST/RAFTER CONNECTION OR WITH(4)#12-14 a 314'SDFs. 48'16 GA U-CHANNEL BRACE (2)ON POST,(2)ON RAFTER (8'TO 14'POST) NOTE:NO BRACE AT END WALLS. TS RAFTER .fit�-'. (SEE BRACE SECTION) J+ ' 3' MINIMUM 6'LONG,MINIMUM 14 GA,TS NIPPLE.SECURE RAFTER AND POST TO NIPPLE WITH (4)#12-14 x 314'SDPs TS RAFTER POST 2-x2-x2.16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH#12.14 x 314'SDF•s, (2)ON TOP AND(2)ON BOTTOM_ LEAN-TO RAFTER TO RAFTER POST CONNECTION DETAIL Not To Scale 17 BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate 0 Autxxltalbn No.5492 CHECKED: JP DATE 03/10/17 G17002 RR APPROVED. TB SCALE NOTED SHEET 10 OF 11 BOX EAVE RAFTER VERTICAL ROOF OPTION 26 GA.GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH#12-14 x 314'SDPs WITH CONTROL SEAL WASHER @ AVERAGE 6'O.C.SPACING Aft 12 © '410 \`` / 24'16 GA U-CHANNEL BRACE ' 1-12.16 GAUGE FURRING FASTENED TO RAFTER WITH FLASHING CHANNEL(PURLIN) (2)#12-14 x 314'SDF's AT EACH END (4 PER BRACE) 0 30'MAXIMUM RAFTER SPAN TYPICAL END ELEVATION-VERTICAL ROOF TYPICAL SECTION-VERTICAL ROOF OPTION SCALE:118'.1' SCALE:II8'=1' 1-112'16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH(2)#12-14 x 314'SELF-DRILLING FASTENER SPACED NOT MORE THAN 48'O.C. LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS _I I II II II II II II 11111111 II II II II II II II II II II I 6'-1 I- =I- 1 6' SEE NOTES 3AND 4(PAGE 1)FOR MAXIMUM FLASHING SPACING _ e • LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATION-VERTICAL ROOF TYPICAL FRAMING PLAN-VERTICAL ROOF OPTION SC.OE '.8'=t' SCALE:I/8'=1' 1-12'16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH(2)#12.14 x 314'SELF-DRLLING FASTENER SPACED NOT MORE THAN 48'O.C. /81 Es2S,25 ROOF PANEL ATTACHMENT IA_TERNATE FOR VERTICAL ROOF PANELS) Not To Scale ABECHTOL ENG/NEER/NG AND TEST/NG, inc. J&B BUILDING SERVICES, INC. CONSUL.TING GEOTECHNICAL.ENVIRONMENTAL.AND MATERIALS TESTING ENGINEERS <-�fcale c'S..;b,izaA-'N 5492 CHECKED: Jp DATF 03110117 `F`-''''" G17002 "AV1P. RR APPROVED: TB `'~'F NOTED SHEET 11 OF 11 f CARPORTS ANYWHERE - FLORIDA APPROVED PRODUCTS LIST CLADDING/COMPONENT MANUFACTURER MODEL NO. FPA NO. DATE MAX.PRESSURES ROOF/WALL PANEL UNION CORRUGATING CO. 26 GA.MASTER RIB FL9555.2-R4 10/16/2015 -47.2 FRAME @ 5 OC ON OPEN 14 GA.FRAME -58.9 FRAME @ 4'OC WINDOW POCAHONTAS ALUMINUM CO. 100VS(30-x30') FL12940,2-R4 01/07/2016 +35/-35 WINDOW MI WINDOWS AND DOORS 185SH(IMPACT RES) FL17499.3-R1 08/05/2016 +55/-55 SWINGING DOOR(14-x14-Window) ELIXIR DOOR 8 METAL CO. 402-14 FL17996.3 09/07/2015 +401-40 SWINGING DOOR(Blank-No Window) ELIXIR DOOR&METAL CO. 407 FL17996.5 09/07/2015 +40/-45 ROLL-UP DOOR ASTA DOOR CORPORATION 203 WINDLOCK FL8888.1-R4 05/31/2015 +113.1/-113.1 8 FT. WIDTH +91.4/-91.4 9 FT. WIDTH +76.0/-76.0 10 FT. WIDTH +64.6/-64.6 11 FT. WIDTH +55.8/-55.8 12 FT. WIDTH